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2321 Mayport Rd new comm (DollarTree) STRUCTURE PLACEMENT PER APPROVED SITE PLAN IS NOT VERIFIED BY ANY STANDARD COUNTY INSPECTION r CONSULTANTS: ARCHITECT MECHANICAL & ELECTRICAL ENGINEERS MARK M. ALDRED, AIA OLIVER LITTLE GIPSON ENGINEERING, INC. ATLANTIC BEACH FLORIDA CLARK, GEER, LATHAM & ASSOCIATES INC. 301 INDUSTRIAL BOULEVARD ' 3901 SPRING HILL AVENUE TULLAHOMA, TN 37388 MOBILE, AL 36608 931-454-9940 251-344-7073 GEOTECHNICAL ENGINEER CONSULTING ARCHITECT TIERRA SOUTH FLORIDA, INC RRMM ARCHITECTS, PC 2765 VISTA PARKWAY, SUITE 10 1317 EXECUTIVE BOULEVARD, SUITE 200 WEST PALM BEACH, FL 33411 CHESAPEAKE, VA 23320 561-687-8539 757-622-2828 SIGN VENDOR CIVIL ENGINEER TOM CARR DARREN THOMAS REASOR EYRE, P.E. ANCHOR SIGN, INC. THOMAS ENGINEERING 2220 DISCHER AVENUEww��D FOR CODE COM UANC 4950 WEST KENNEDY BOULEVARD, SUITE 600 CHARLESTON, SC 29405 OF ATLANTIC BEACH SEE PERMITS FOR ADDITI®NAI, TAMPA, FL 33609 843-576-3259 FIEQUIREMENTS AND CONDITIONS 813-379-4100 REVIEWED I OAts SURVEYOR LANDSCAPE EBI SURVEYING MICHAEL D. GROSSWIRTH 8415 SUNSTATE STREET THOMAS ENGINEERING TAMPA, FL 33634 _ 1000 CORPORATE DRIVE, SUITE 250 813-886-6080 FUTURE OWNER: FORT LAUDERDALE, FL 33334 DOLLAR TREE BUILDING DATA: 954-202-7000 500 VOLVO PARKWAY APPLICABLE CODES: STRUCTURAL ENGINEER CHESAPEAKE, VA 23320 2010 FLORIDA BUILDING CODE THOMAS ELDRED LATHAM, P.E. OCCUPANCY - MERCANTILE USE GROUP- RETAIL STORE CLARK, GEER, LATHAM & ASSOCIATES INC. CONSTRUCTION TYPE - TYPE II-B PROTECTED 3901 SPRING HILL AVENUE '�� 4- ACTUAL AREA - 9,973 S.F. MOBILE, L 36608 ILE, AAL L N �-�-�v (��--�`- � Q v �^R.� �, ALLOWABLE AREA - 12,500 S.F. INDEX OF DRAWINGS f SHEET TITLE SHEET TIT E SHEET TITLE SHEET TITLE T-1 COVER SHEET F-1 .0 FOUNDATION PLAN MP-1 .1 HVAC PLAN, KEYED NOTES, & LEGEND DS FREEZER COOLER DETAILS & SPECIFICATIONS T-2 GENERAL NOTES F-2.0 FOUNDATION SECTIONS & DETAILS MP-1 .2 PLUMBING PLAN & RISERS T-3 BUILDING CODE SUMMARY S-1 .0 ROOF FRAMING PLAN MP-2.1 HVAC & PLUMBING SCHEDULES EM-1 ENERGY MANAGEMENT PLAN T-4 DUMPSTER ENCLOSURE PLAN & SECTIONS S-2.0 FRAMING ELEVATIONS & DETAILS MP-3.1 HVAC & PLUMBING DETAILS EM-2 ENERGY MANAGEMENT PLAN ALTA/ACSM LAND TITLE SURVEY S-3.0 FRAMING SECTIONS & DETAILS MP-4.1 SPECIFICATIONS EM-3 ENERGY MANAGEMENT PLAN MP-4.2 SPECIFICATIONS EM-4 ENERGY MANAGEMENT PLAN C-1 .0 CIVIL COVER SHEET _ A-1 .0 FLOOR PLAN C-2.0 DEMOLITION PLAN A-1 .1 INTERIO FLOOR PLAN & WALL CONSTRUCTION TYPES ES-1 .1 SITE LIGHTING PLAN R��1�� i�c-r��c~r t��A C-3.0 SEDIMENT AND EROSION CONTROL PLAN A-1 .2 REFLEC ED CEILING PLAN E-1 .1 POWER PLAN Fps • Pm-F- PRm4�6vv,- R-4� C-4.0 SITE PLAN A-1 .3 LIFE SAFETY PLAN E-1 .2 FIRE ALARM PLAN F f'D Pl-4,0 C-4.1 SITE LIGHTING & PHOTOMETRICS PLAN A-1 .4 ENLARGED PLANS E-2.1 LIGHTING PLAN t r t LAY C-5.0 SITE DETAILS A-2.0 EXTERI R ELEVATIONS E-3.1 SCHEDULES, NOTES, DETAILS C-6.0 HORIZONTAL CONTROL PLAN A-2.1 EIFS DE AILS E-4.1 ELECTRICAL SPECIFICATIONS C-7.0 PAVING, GRADING, AND DRAINAGE PLAN A-2.2 INTERIOR ELEVATIONS C-8.0 GRADING AND DRAINAGE DETAILS A-2.3 OFFICEETAILS & ELEVATIONS C-9.0 UTILITY PLAN A-2.4 TOILET OOM DETAILS & ELEVATIONS C-10.0 UTILITY DETAILS A-2.5 EMPLOY E AREA DETAILS & ELEVATIONS , C-11 .0 PAVEMENT MARKING AND SIGNAGE PLAN A-2.6 MISCELL NEOUS DETAILS & ELEVATIONS C-12.0 TRAFFIC CONTROL PLAN A-3.0 STOREF ONT ELEVATIONS & DETAILSoAk A-3.1 INTERIOR DOOR & FINISH SCHEDULE & DETAILS L-1 .0 LANDSCAPE PLANTING PLAN A-4.0 WALLSECTIONS 5; L-2.0 LANDSCAPE DETAILS & NOTES A-4.1 WALLSECTIONS " .. REVISION 3 - T-1 L-3.0 IRRIGATION PLAN A-4.2 WALLSECTIONS fri. r 1-30-15 NOVEMBER 21 , 2014 L-4.0 IRRIGATION SCHEDULES & NOTES A-5.0 ROOF PLAN & SECTION DETAILSADDED SPRINKLER PROJECT # 1405-137 L-5.0 IRRIGATION DETAILS MOBILE, RAABAMAV6608 PROTECTION ATLANTIC BEACH, FL MOBILE,ALABAMA 36608 �_�; (251)344-7073/FAX(251)343-9179 t i DOLLAR TREE "STANDARD SECURITY" NO SECURITY MEASURE NECESSARY ENVIRONMENTAL HEALTH NOTES GENERAL NOTES NEW WORK NOTES 1. THIS FACILITY CARRIES ONLY 100 % PRE-PACKAGED FOOD TO1. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE,AND 1. DOLLAR TREE TO PROVIDE, FOR CONTRACTOR INSTALLATION, (4)2A-10BC INCLUDE THE FREEZER/COOLER PRODUCT. NATIONAL CODES AND REGULATIONS. CONSTRUCTION SHALL ALSO RATED FIRE EXTINGUISHERS SIMILAR TO JL INDUSTRIES MODEL COSMIC 5E. 2. THIS FACILITY IS A NON DINING FACILITY. NO DINING SEATING WILL COMPLY WITH DOLLAR TREE'S CRITERIA(UNLESS PRECLUDED BY CODE). LOCATE EXTINGUISHERS AS SHOWN. PROVIDE WALL BRACKETS AND MOUNT BE PROVIDED TO CUSTOMERS. 2. ALL WOOD FRAMEWORK, WOOD BLOCKING AND PLYWOOD SHALL BE FIRE CONTROLS AT 48"AFF MAX. PROVIDE "FIRE EXTINGUISHER" SIGNS ON WALL 3. THIS FACILITY DOES NOT PERFORM ANY TYPE OF FOOD RETARDANT TREATED PER CODE. DIRECTLY ABOVE EACH UNIT. CONTRACTOR SHALL HAVE EXTINGUISHERS PREPARATION WITHIN THE STORE FOR CUSTOMER CONSUMPTIONINSPECTED AND TAGGED. 3. ALL FINISH MATERIALS SHALL MEET FLAME SPREAD AND SMOKE AND/OR EMPLOYEE CONSUMPTION. DEVELOPMENT RATING CLASS C (OR CLASS 3). 2. PAINT ALL EXPOSED SURFACE MOUNTED CONDUIT TO MATCH ADJACENT 4. THIS FACILITY HAS NO FOOD EQUIPMENT WITHIN THE STORE. 4. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND EXISTING WALL COLOR(IE WHITE OR YELLOW). 5. THIS FACILITY WILL HAVE 3 TO 4 EMPLOYEES PER SHIFT MAXIMUM. CONDITIONS PRIOR TO BID TO DETERMINE THE EXTENT OF WORK. THE 3. CONTRACTOR SHALL CAULK AROUND TOP AND BOTTOM EDGES OF COLUMN ONE STORE MANAGER, ONE TO TWO CASHIERS AND ONE STOCKER. CONTRACTOR SHALL NOTIFY THE ARCHITECT AND DOLLAR TREE OF ANY SURROUNDS TO AVOID INJURY. 6. EMPLOYEE LOCKERS- EASILY CLEANABLE LOCKERS WILL BE DISCREPANCIES PRIOR TO BIDDING. 4. CONTRACTOR SHALL INSTALL DOLLAR TREE SUPPLIED FIXTURES TO INCLUDE PROVIDED TO ALL EMPLOYEES, REFER TO FIXTURE PLAN FOR 5. ALL MATERIALS INDICATED ARE NEW AND SHALL BE PROVIDED AND BUT NOT LIMITED TO CART CORRAL, PERIMETER WALL GONDOLA, FLOOR LOCATION. INSTALLED BY THE CONTRACTOR UNLESS OTHERWISE NOTED. GONDOLA, BALLOON CENTER, HANGING BALLOON CORRALS, HELIUM TANK 7. MOP SINK-THIS FACILITY WILL BE SUPPLIED WITH A 24"06" FLOOR 6. DURING THE COURSE OF CONSTRUCTION, IF THE CONTRACTOR UNCOVERS CABINET(SALES FLOOR), HELIUM TANK BRACKETS (STOCKROOM, SEE MOUNTED MOP SINK WITH APPROVED VACUUM BREAKER FAUCET. ANY CODE VIOLATION KNOWN TO HIM OR ANY DISCREPANCY WITH THE DETAIL), GRAVITY CONVEYOR SYSTEM,AND MOBILE FIXTURES PER DOLLAR WALLS SURROUNDING MOP SINK WILL HAVE FRP TO 8'-0"ABOVE DESIGN CONTRACTOR SHALL NOTIFY THE ARCHITECT OF SUCH TREE'S FIXTURE PLAN. FINISH FLOOR FOR EASY CLEANABLE SURFACE. IMMEDIATELY. 5. DOORS AND FRAMES ARE SUPPLIED BY DOLLAR TREE'S VENDOR FOR 8. NSF, ANSI AND UL APPROVED-ALL EQUIPMENT WITHIN THIS 7. CONTRACTOR SHALL ASSEMBLE AND INSTALL MATERIALS/PRODUCTS IN CONTRACTOR INSTALLATION. STOREFRONT DOORS (WHEN NOTED)SHALL BE FACILITY IS NSF, ANSI AND UL APPROVED, CUT SHEETS FOR STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS SUPPLIED AND INSTALLED BY CONTRACTOR AS REQUIRED.AUTOMATIC EQUIPMENT AVAILABLE UPON REQUEST. AND INDUSTRIAL/ASSOCIATION STANDARDS. DOORS (WHEN NOTED)WILL BE SUPPLIED AND INSTALLED BY DOLLAR TREE'S 9. FINISH SCHEDULE-A FINISH SCHEDULE IS INCLUDED IN THIS SET OF 8, SMOKE AND FIRE PARTITIONS SHALL BE CONSTRUCTED PER THE VENDOR(CONTRACTOR IS RESPONSIBLE FOR ELECTRICAL CONNECTION.) CONSTRUCTION DOCUMENTS AND LOCATED ON SHEET A-3.1 FOR DESIGNATED UL DESIGN AND SHALL BE EXTENDED VERTICALLY TO THE 6. CONTRACTOR SHALL INSTALL DOLLAR TREE SUPPLIED INTERIOR GRAPHICS YOUR USE. AND SIGNS TO INCLUDE BUT NOT LIMITED TO PERIMETER WALL BOTTOM OF THE STRUCTURE ABOVE. PROVIDE FIRE STOPS AND SEAL ALL 10. QUESTIONS- EXAMINER PLEASE FEEL FREE TO CONTACT THE PIPE AND CONDUIT PENETRATIONS WITH SEALANT THAT COMPLIES WITH GRAPHICS/SIGNAGE, HANGING GRAPHICS/SIGNAGE AND STOREFRONT ARCHITECT AND ENGINEERS LISTED ON SHEET T-1 WITH ANY THE MINIMUM FIRE RATED REQUIREMENTS FOR THE PARTITION. DUCT WINDOW DECALS. CONTACT THE CONSTRUCTION PM FOR GRAPHIC/SIGNAGE QUESTIONS OR ITEMS YOU NEED CLARIFICATION ON.ALSO YOU CAN PENETRATIONS SHALL BE PROTECTED WITH SMOKE AND/OR FIRE DAMPERS. DRAWINGS. CONTACT DARREN SIMONS, CONSTRUCTION PROJECT MANAGER AT7. CONTRACTOR SHALL SEAL ALL EXTERIOR PENETRATIONS INCLUDING 9 FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE BARRIERS AND (757)321-5204 SMOKE PARTITIONS SHALL BE PERMANENTLY IDENTIFIED WITH SIGNS OR CRACKS, HOLES, GAPS,AND EXISTING PENETRATIONS. CONTRACTOR SHALL STENCILING. LETTERING SHALL BE NOT LESS THAN 1/2" IN HEIGHT LOCATED SELECT MATERIAL APPROPRIATE FOR CONDITION TO PROVIDE PERMANENT ABOVE AN ACCESSIBLE CEILING AND REPEATED IN INTERVALS NOT RODENT-PROOF INFILL(INSULATION SPRAY FOAM IS NOT AN ACCEPTABLE EXCEEDING 30' HORIZONTALLY ALONG THE WALL OR PARTITION. FINISHED MATERIAL.) SUGGESTED WORDING SHALL BE" FIRE AND/OR SMOKE BARRIER-PROTECT 8, WALK-IN FREEZER COOLER UNIT IS TO BE INSTALLED PER MANUFACTURER'S ALL OPENINGS." SPECIFICATIONS.THE INTERIOR CEILING AND WALL FINISH ARE A NSF 10. ANY DETAIL WHICH MAY BE INCOMPLETE OR LACKING IN THE PLANS OR APPROVED GALVANIZED FINISH. THE FREEZER FLOOR IS TO HAVE AN SPECIFICATIONS SHALL NOT CONSTITUTE CLAIM FOR EXTRA ALUMINUM DIAMOND TREAD FINISH. r COMPENSATION. SUCH DETAIL, IF REQUESTED BY THE CONTRACTOR, 9. SEE DOLLAR TREE FURNISHED MATERIALS AND EQUIPMENT LIST IN SHALL BE SUPPLIED BY THE ENGINEER/ARCHITECT AND SUBMITTED TO THE SPECIFICATIONS FOR COMPLETE LIST OF ITEMS SUPPLIED BY DOLLAR TREE. CONTRACTOR IN ADVANCE OF ITS REQUIREMENT ON THE JOB. THE TRUE INTENT OF THE PLANS AND SPECIFICATIONS IS TO PRODUCE A COMPLETE .'r WORKING FACILITY AND INCOMPLETE DETAIL WILL NOT ABROGATE THIS INTENT. 11. CONTRACTOR SHALL PROVIDE ALL SHOP DRAWINGS (WITH THEIR STAMP OF APPROVAL)AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION FOR APPROVAL BY THE ARCHITECT/ENGINEER OF RECORD. t TEH ATLANTIC BEACH, FL i. 11121114 MMA " REV. DATE DRN DESCRIPTIONS • GENERAL NOTES 3901 SPRING HILL AVENUE CHK MOBILE,ALABAMA 36608 •• ' s (251)344-7073LABAM51)3439179 DOCUMENT CONTROL > PROJ. N0. 15105-33 DWG. NO. T-2 I` BUILDING CODE SUMMARY 1. GENERAL INFORMATION Name of Project: DOLLAR TREE FOR ALL COMMERCIAL P Address: 2321 MAYPORT ROAD ATLANTIC BEACH FL 32233 Proposed Use: MERCANTILE- RETAIL Owner or Authorized Agent: DOLLAR TREE-OWNER D. RICHARD BUSHEY-AGENT 5.2 Mixed Occupancy -No X Yes Separation Hr 8.3 Draftstopping 13. SPECIAL DETAILED REQUIREMENTS Phone: (757)333-7504 Fax: (757)491-9652 E-mail: drbushey(o)dynamiccommercial.com Contractor: TO BE DETERMINED Ex eption Draftstopping in floor(717.3) -Yes X No I have reviewed the special detail requirements in Chapter 4 as indicated Id ntify whether you are using the provisions of Non-separated uses or Separated uses by below and incorporated the provisions into my design. Address: „ „ Draftstopping in attic (717.4) -Yes X No pl cing an x below by your design choice. - Phone: Fax: State License No: REQUIREMENT APPLICABLE (Yes or N/A) 2. LEAD DESIGN PROFESSIONAL: MARK M.ALDRED X Non-Separated Mixed Occupancy (508.3 Exception) 8.3.1 Distance to Property Line from Exterior Wall (Table 602) NIA Th required type of construction for the building shall be determined by applying the (Site Plan/Reference Plan required) 402 Covered Mall building Designer Name License Phone# 403 High rise buildings NIA he ght and area limitations for each of the applicable occupancies to the entire building. The 404 Atriums NIA f n to the entire building. Fire Separation Distance MIN. 10 Ft N Architectural MARK M.ALDRED AR96329 251 344 7073 most restrictive type o construction, so determined, shall apply g 405 Under Ground buildings rn Fire Resistance Rating 0 Hrs 406 Motor-vehicle Related Occupancies NIA Civil DARREN THOMAS REASOR EYRE 77996 813 379 4100 9 p Electrical ANTHONY D. GIPSON 69712 931454 9940 Separated Mixed Occupancy (508.4) 407 Group 1-2 NIA Ea.-h portion of the building shall be individual) classified as to use and shall be completely 8.4 Life Safe Systems 408 Group I-3 N/A Fire Alarm ANTHONY D.GIPSON 69712 9314549940 p g y p Y 409 Motion Picture Projection Rooms NIA separated from adjacent areas b fire barrier walls or horizontal assemblies or both havinga r 1 Y NIA Plumbing BILLY D. OLIVER 54364 931454 9940 410 Stages & Platforms g fir -resistance rating determined in accordance with Table 302.3.3 for the uses being separated. 1006 Emergency Lighting: _No X Yes 411 Special Amusement Buildings WA Mechanical BILLY D. OLIVER 54364 931454 9940 Fo each story, the area of the occupancy shall be such that the sum of the ratios of the 1011 Exit Signs: - No X Yes 412 Aircraft Related Occupancies NIA MICHAEL D.GROSSWIRTH 6666871 954 202 7000 ac ual floor area of each use divided by the allowable floor area for each use shall not exceed 907.2.6.3.3 Smoke Detection Systems: _ No X Yes 413 Combustible Storage NIA 1008.1.10 Panic Hardware: No X Yes NIA Structural THOMAS ELDRED LATHAM 34460 251 344 7073 Accessory Occupancy (508.2) _ 414 Hazardous Materials 415 Groups H-1, H-2,Materials H-4, & H-5 NIA Actual Area of Occupancy A + Actual Area of Occupancy B 9. EXIT REQUIREMENTS 416 Application of flammable finishes NIA 3. GENERAL CODE DATA Allowable Area of Occupancy A Allowable Area of Occupancy B < 1 417 Drying Rooms N/A 9.1 Exit Access (1014 ) 418 Organic Coatings N/A 3.1 Building and Fire Codes used in design E . ALLOWABLE AREA AND HEIGHT-TABLE 503 SALES AREA STOCKROOM X 2010 FLORIDA BUILDING CODE X 2010 FLORIDA BUILDING CODE-PLUMBING VOLUME .1 Allowable Area No. of exits required 2 No. of exits required 1 X 2011 NATIONAL ELECTRIC CODE X 2010 FLORIDA ENERGY CONSERVATION CODE Ilowable area 12,500 Sq. Ft (BASED ON M OCCUPANCY) No. of exits furnished 2 No. of exits furnished 1 X 2010 FLORIDA BUILDING CODE-MECHANICAL VOLUME X 2010 FLORIDA FIRE PREVENTION CODE-BASED ON 2009 14. SAFETY GLAZING FOR HAZARDOUS LOCATION - - dual area 9,973 Sq. Ft 9.2 Means of egress width (1005.1) LIFE SAFETY CODE(NFPA 101)&2009 FIRE CODE(NFPA 1) SALES AREA STOCKROOM I have identified on drawings where tempered glass is required 6.2 Allowable Heights Units of Exit required 54.6 inches Units of Exit required 1.4 inches in hazardous locations. (2406.3) Yes X No Allowable height 55 Ft Units of Exit furnished 102 inches Units of Exit furnished 68 inches 3.2 Construction Description Allowable no. of stories 2 Actual building height 20'-0" Stair width units required N/A inches Stair width units required N/A inches X New Construction Renovation (Existing Bldg.) Tenant Build-out Actual no. of stories 1 Stair width units provided N/A inches Stair width units provided N/A inches _Alteration Addition . OCCUPANT LOAD SCOPE OF WORK: 9.3 Diagonal Rule ccupant Load /floor= 280 persons (8,162 S.F.@ 30 GROSS PER S.F.=273) NEW BUILDING INCLUDING SITE, STRUCTURAL,ARCHITECTURAL AND INTERIOR, (1,811 S.F.@ 300 GROSS PER S.F.=7) Meets 1015.2.1 X Yes-No MECHANICAL,PLUMBING AND ELECTRICAL. 8 FIRE PROTECTION REQUIREMENTS 9.4 Travel Distance (Table 1016.1) 3 3.2.1 Existing Buildings N/A 8 1 Table 601 SALES AREA _ Allowable Travel Distance 200 (SPRINKLERED) Ft The building will remain in operation during construction -Yes No BL ilding Element Req'd Rating UL No.* Actual Travel Distance (Maximum) 117'-STOCKROOM 3 Allowable Travel Distance 75 (SPRINKLERED) Ft ncluding columns,girders,trusses 3.2.2 Renovations NIA St aural frame, 0 0 Actual Travel Distance (Maximum) 44'-0" Is the work in this building or space a change of occupancy?-Yes -No BE aring Walls terior 0 0 I r terior 0 0 9.5 Spaces with one means of egress (Table 1015.1) N/A 3.2.3 Historic buildings N/A Non-bearing walls and partitions For buildings with one means of egress, I have checked the occupant load against This building is a Historic Building -Yes No Exterior 0 0 Table 1015.1 and the common path of travel against the requirements 1014.3 -Yes-No - Interior 0 0 Floor Construction 3.2.4 Compliance Alternatives-Section 3412 N/A Including supporting beams and joists) 0 0 10. LIFE SAFETY PLAN R(of construction Provide building evaluations when existing building does not meet current codes and renovations Including supporting beams and joists) 0 0 Provided X Yes No (If yes, Drawing No.) A-1.3 will not meet all requirements of current building code. Provide evaluation of existing building and a second evaluation reflecting those design features chosen by the Architect/Engineer to give the building a positive score for fire safety, means of egress, and general safety. Call Chief 11. ACCESSIBILITY (Chapter 11) Building Inspector if you are not sure whether evaluation is required or not. Include Summary sheet(Table 3412.7)on drawings including applicable calculations. 2 Other Rated Elements Design conforms to ANSI Standard 117.1. X Yes_No If no, explain condition that will not allow building to be accessible. Element UL* UL* 4. BUILDING DATA Hourly Rating Number I terior Walls 12. DESIGN LOADS Construction Type -IA.-IB -IIA X IIB -IIIA Bearing N/A Classification of Building Category/Use Group MERCANTILE/RETAIL- II (I, II, III, IV) 1116 _IV -VA _VB Non-bearing STOCKROOM WALL 1-HOUR UL-U465 Mixed Construction X No Yes Types xterior Walls (Per Table 602) N/A Live Load 3 eiling-Floors N/A Sprinkler -No X Yes _Partial eams N/A Roof 20 PSF System T X 13 13R -13D Columns N/A Attic N/A PSF Standpipes X No -Yes -Wet -Dry Class -Combined eiling-Roofs N/AN/A Mezzanine N/A PSF hafts-Exit Building Height 20'-0"(28'-0"TO TOP OF PARAPET) Feet 1 Number of Stories hafts-Other N/A Floor 100 PSF Mezzanine X No _Yes Corridor Separation N/A Snow Load High Rise X No _Yes Occupancy Separation N/A arty/Fire Wall Ground 0 PSF Atrium X No -Yes Separation: N/A Wind Speed: Vult= 130 MPH, Vasd = 103 MPH Basement X No -Yes Smoke Barrier N/A Exposure C Importance Factor 1.0 Separation: enant Separations: N/A Internal Pressure Coefficient 0.18 5. OCCUPANCY CLASSIFICATION Design of all structural components is per * Assembly 303 -A-1 -A-2 -A-3 -A-4 A-5 Or other approved agencies Chapter 16 FBC 2010. - - -Business 304 F70OTNOTES Components & Cladding BRACED FRAME, METAL STUDS, METAL DECK -Education 305 1. All fire rated walls shall be identified on plans by hatching, shading, etc.; show legend. Building will be designed as X Enclosed building -Unenclosed Building -Factory Industrial - F-1 - F-2 2. Identify code section when using any special exceptions, etc. -High-Hazard 307 - H-1 -H-2 -H-3 -H-4 -H-5 High-Velocity Hurricane Zone (1626)Wind Borne Debris Region (1609) -Institutional 308 -1-1 -1-2 -1-3 -1-4 This building will meet the requirements per 1626.X Yes- No -1-3 Use Condition -1 -2 -3 -4 -5 This building will use impact resistant glass per 1609.1.2. X Yes No X Mercantile 309 This building will use wood structural panels per exception 1609.1.2._Yes X No Residentia1310 R-1 R-2 R-3 R-4 - - - - - This building will use shutters. Yes X No X Storage 311 X S-1 -S-2 -High-piled Allowable soil bearing 2500 pounds/sq. ft. � -Utility and Miscellaneous 312 Soil Report X Yes- No. -Parking Garage 406.2 Open 406.3 Enclosed 406.4 Repair 406.6 ; Earthquake Design 5.1 Special Occupancy N/A Seismic Design Load Controls Yes X No S-2 Enclosed Parking Garage w/S-2 open parking above If seismic design controls, furnish data required in 1603.1.5. -Unlimited height for B, M and R -Parking Beneath R -R-2 Type III A -R-2 Type IIA -Open parking beneath A, 1, B, M and R -S-2 enclosed parking with A, B, M or R above 3 1 30-15 MMA MMA ADDED FIRE SPRINKLER PER FIRE COMMENT 11-21-14 MMAMMA R :C ATLANTIC BEACH, FL 3 � 3901 SPRING HILL AVENUE REV. DATE DR CH DESCRIPTION BUILDING CODE SUMMARY MOBILE,ALABAMA 36606 DOCUMENT CONTROL tl 1T t a, (251)344-7073 1 FAX(251)343-9179 PROJ. NO. 1405-137 DWG. NO. T-3 (2)6"0 PIPE 3 5 (2)6'0 PIPE 8"SPLIT FACED CMU-RUNNING BOLLARDS(TYP) BOLLARDS(TYP) BOND(PAINT OUTSIDE SW7039 VIRTUAL TAUPE) #5 DOWELS @ 24"O.C.ALL SIDES 5"x 5"x 1/4"GALVANIZED TUBE STEEL FENCE POST W/CAP-12" EMBED(TYP) 3 0 0 18"THICK x 16"WIDE CONCRETE TURN DOWN W/(1#5 TOP&BOTTOM (AROUND PERIMETER) 4 5 6"THICK CONCRETE 6"THICK CONCRETE SLAB W/#5 @ 12"O.C. SLAB W/#5 @ 12-O.C. EACH WAY 2 1/2"El.EACH WAY 2 (2)GATES @ EACH (2)GATES @ EACH DUMPSTER DUMPSTER (2)#5 BARS 4'-0"LONG @ 8'O.C. (AT EACH INVERTED CORNER TYP.) #5 @16'O.C.EACH WAY 8"THICK CONCRETE SLAB U5 PLAN 25'-11 5/8" 5'-513/16" 3" 1PRESSURE TREATED TYPICAL TYPICAL TYPICAL WOOD GATES OVER GALVANIZED STEEL FRAMES 5"x 5"x114 GALVANIZED TUBE STEEL FENCE POST W/CAP-12" EMBED CD I co (2)5"HEAVY DUTY GALVANIZED uMl BEARING HINGES-MOUNTED TO SIDE OF POST&GATE FRAME L 7 F7— Is I LLL—tJ=t7' I- u NOTE: VERIFY OPENING CLEARANCE 3/4"GALVANIZED STEEL CANE BOLT-FASTEN REQUIRED WITH LOCAL CODE ELEVATION THROUGH WOOD TO FRAME-PROVIDE 1"0 AND WASTE DISPOSAL COMPANY HOLES IN CONCRETE SLAB 3"DEEP DUMPSTER ENCLOSURE PLAN & ELEVATION K`l� SCALE: 1/4"=1'-0" �A PER APPROVED SITE PLAN IS NOT VERIFIED BY ANY STANDARD COUNTY INSPECTION INSPECTION 3/4"x6"PRESSURE TREATED WOOD FENCING 2"CMU CAP(PAINT SW7037 BALANCED BEIGE) 2x4 CONTINUOUS PRESSURE TREATED WOOD NAILER 8"SPLIT FACED BOND BEAM AROUND STEEL FRAME-USE 2x6 @ W/(2)#5 BARS DIAGONAL BRACE 8 3/8" #5 DOWELS @ 24"O.C. 2"x 2"x 1/4"GALVANIZED TUBE STEEL FRAME W/DIAGONAL BRACE PROVIDE 2"CONCRETE cli DOME CAP 3/4"GALVANIZED STEEL CANE BOLT- o FASTEN THROUGH WOOD TO FRAME- N 36"HIGH 6"GALVANIZED 0 PROVIDE VO HOLES IN CONCRETE SCHEDULE 40 PIPE BOLLARD- SLAB 3"DEEP CONCRETE FILLED&PAINTED 6"THICK CONCRETE SLAB TRAFFIC YELLOW 6"THICK CONCRETE SLAB 2#5 DOWELS 8"SPLIT FACED CMU W/ 8"THICK CONCRETE SLAB CONCRETE FILL-RUNNINGLIT FACED CMU-RUNNING co BOND(PAINT OUTSIDE 8"SP (PAINT OUTSIDE SW7039 7 5"x 5"x 1/4"GALVANIZED TUBE SW7039 VIRTUAL TAUPE STEEL FENCE POST W/CAP 12" ) 3"CLEARANCE FOR HINGE VIRTUAL TAUPE) - r-- EMBED #9 GAUGE HORIZONTAL "It 5"x 5"x 1/4"GALVANIZED TUBE C> 9 TRUSS REINFORCING @ EACH EL FENCE POST W/CAP-12" 1/2"EXPANSION JOINT W/SEALANT COURSE EMBED J/ #5 CONTINUOUS AROUND PERIMETER #5 DOWELS @ 24"O.C. (2)5'HEAVY DUTY GALVANIZED H 6"CRUSHED STONE BASE (PROVIDE CORNER BARS TOP&BOTTOM). FL BALL BEARING HINGES MOUNTED d #5 @_16"O.C.EACH WAY SLOPE 114"PER FOOT TO SIDE OF POST&GATE FRAME CENTER IN SLAB------/\ 2"x 2"x 1/4"GALVANIZED TUBE 3: 04 (1)#5 BEYOND-EACH STEEL FRAME W/DIAGONAL BRACE 115 • co J& ;cf WAY AROUND BOLLARD 3/4" 19 WOOD 06 (1)#5 x 6"PRESSURE TREATED TOP&BOTTOM FENCING 2x4 CONTINUOUS PRESSURE U) �77 a- #5 DOWELS @ 12-O.C.EACH 1,0x TREATED WOOD NAILER WAY(PROVIDE BENT ENDS) L AROUND STEEL FRAME-USE 2x6 @ U) 1/2"0 24"LONG SMOOTH 0 11 " - DOWEL @ 12 886CRUSHED USHED STONE BASE - -0. 1'-4- DIAGONAL BRACE O.C. 8"THICK CONCRETE SL w GREASE&CAP ONE END— 1'-4" FOOTING AROUND BOLLARD AB />1 BEYOND E V CROSS SECTION r3 HINGE DETAIL r2 SCALE: 1 1/2"=V-0" �' T-4OA -4 SCALE: 3/4"=l'-O" (D cu cu LDJ co 11-21-14 MMA ATLANTIC BEACH, FL Lo A !��MMA DCH 3901 SPRING HILL AVENUE REV.1 DATE --,-CH DESCRIPTIONZ�~�� DUMPSTER ENCLOSURE PLAN & SECTIONS MOBILE,ALABAMA 36608 DOCUMENT CONTROL -4 (251)344-7073 FAX(251)343-9179 PROD. NO. 1405-137 DWG. NO. T I . LEGEND I I MAP OF SUR VEY INV. EL: 4.44' 1 ALL THAT CERTAIN LOT, PIECE OR PARCEL OF LAND, WITH THE r- ABBREVIATION �� WEIR STRUCTURE � I I BUILDINGS AND IMPROVEMENTS THEREON ERECTED, SITUATE, AC AIR CONDITIONER GV GAS VALVE 'TOP EL.: 14.54* M . LYING AND BEING IN THE CITY OF JACKSONVILLE, COUNTY OF - (C) CALCULATED MNT NV i TOP OF WEIR 0 INV. EL: 4.441 CO CLEANOU'r ID IDENTI19CATION EL: 6.60' 0 -�e - - DRAINAGE DUVAL, STATE OF FLORIDA. CONC CONCRETE LB LICENSED BUSINESS NUMBER (SEE PHOTOGRAPHS) I - AREA V_ N CSW CONCRETE SIDEWALK LP LIGHT POLE - TRACT 1: FEE SIMPLE 00 DEED MEASUREMENT- CALL LS LICENSED SURVEYOR . 1 48* RCP 0 L0 I M FIELD OHW OVERHEAD ERE 48* RCP . - . I - ---- - 1:3 (0 (O MEASUREMENT . - - - ,z) 1- EBX ELECTRIC BOX (P) PLAT MEASUREMENT - CALL I . . - , STATE OF FLORIDA A POR11ON OF GOVERNMENT LOT 7, SECTION 8. TOWNSHIP 2 .;:! (6 Cb EL ELEVATION PP POWER POLE b. - SOUTH, RANGE 29 EAST, DUVAL COUNTY, FLORIDA, BEING MORE "4 00 MITERED E D -PAR TME,N'T OF TRANSPOR 7A 770N PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF 00 EM ELECTRIC METER PRM PERMANENT REFMCE MONUMENT DE -W *q _J FCM FOUND CONCRETE MONUMENT PSM PROFESSIONAL SURVEYOR& MAPPER I MAN HOLE SECON INV. EL: 1.27 -RE#169398 0460 � i�l .-, i_: FDOT FLORIDA DEPARTMENT OF R/W RIGHT-OF-WAY INV. EL.: 4.44! INV. EL: 2.24* TOP EL: 13.40' . REFERENCE COMMENCE AT THE NORTHWEST CORNER OF FAIRWAY iiz,z a) CO CY) (1) TRANSP09TATION SCIR SEr CAPPED IRON ROD I I E. INV. EL: 2.20' ,\-, ,� PAN AM MINI STORA GE,TN`C. VILLAS AS RECORDED IN PLAT BOOK 39, PAGES 22 AND 22A OF 2 (O V- -0 <,.* 4- CY) F.F. FINISHED FLOOR SND SEr NAIL AND DISK - RE, #169398 0450 THE CURRENT PUBLIC RECORDS OF SAID COUNTY, THENCE NORTH U) CY) 02 E D RON PIPE SV SEWER VALVE � - Ln I W. INV. EL: 2.85' 1 , Ill --"^ 41 � nP FouN I b - 0 , , """ """ 11", -1 _^.;;� -�,* 01*42'10" WEST, ALONG THE EASTERLY RIGHT OF WAY LINE OF �� =) FCIR FOUND CAPPED IRON ROD TBM TDAPORARY BENCHMARK ;a _-_^�'N v-^-^ (D CC Fill FOUND IRON ROD WM WATER MEER 0 U9-, 43 00 b I �b -----_ .4o t� . -�_ _0 ly z _U . N111 0 <�, . -,-,-,-^,\ -P MAYPORT ROAD (STATE ROAD AlA, A 100.00 FOOT RIGHT OF r;:t M -_ cu FND FOUND NAIL AND DISK W WATER VALVE I ZA,_�z .1 .. 4Y . - ,,\_-_,_,^_,___,_,_,___^__,__, , . - . I.b- _��^-- - , I .n , L_ LIL C FPP FOUND PINCHED PIPE 1 . N� I - . - " - - -- - .. 4!�" WAY) A DISTANCE OF 50.00 FEET TO THE POINT OF BEGINNING; U) 0 -_ 0 - L 1,413 . THENCE CONTINUE ALONG SAID EASTERLY RIGHT OF WAY LINE C U_ �r__ �z�'1111"- , I L -n 0 �,� I + � ' ,e - -,11 � L %_� I A EDGE OF WATER + =3 V�d CU __,, ,"� I . NORTH 01*42'10* WEST, A DISTANCE OF 270.00 FEET TO A POINT U) Cj 00 N �%'Vkgy",,,�,�L ".- ,,,-,, I '' QT_ gw-:-- ,,,, �,,,,,,;��,�,��' ", I ,=� 1b C)- - L_ 9C CABLE RISER . TREE LOCATION (SIZE AND TYPE ,2,�4� ,,� 11 1 9/8/2014 10 SITUATE ON SAID EASTERLY RIGHT OF WAY LINE; THENCE NORTH LO , N, "",i�.......� I N .9 0 AS NOTED) I * I I # 111'1��11 � I , """ E ( 10- 9M GRATE INLET 0 L\ , � )111�� NEIGHBORING (�9 11 I UTILITY RAG ELECTRIC � ""I I �, A'A 11111",",...11 � I \ BUILDING 88* 17'50" EAST, 300.00 FEET, THENCE SOUTH 01' 42' 10" EAST 11, CU (D 4- (,) ITARY S7 511RUILAURL ,I - "' ,LLLLLL , W I a� . F.F. EL: 11.1' 270.00 FEET, THENCE SOUTH 88* 17' 50" WEST 300.00 FEET TO 00 I 00 =11 --,--)4 1 LZ4 ,- � `�� .1/ co < UTILITY FLAG COMMUNICATIONS ...s , I lb- . �"'N ,�, _ ,!,,,, �,, ,z t " I 0 Cb THE POINT OF BEGINNING. .. ,#,- I UTILITY FLAG GAS T11,11,1�`N,", ,�1�,111, ," I (n, "K, ,� . �--E;C, L, - �I'll I TOP OF 11,11111 4��?��: LE I - I ',"I V TI ,Z � I E ON ", * , 0 RP , jt� V 0 - ",", 11-"I , 1, . . ANK R 5/8* LB-7652 " , - _t, - , �'�,�' ,",'�' 11 - __tz - LB UTIIT - " "��',,', I L^�, .4�1 11�1 . TRACT II: EASEMENT - �'�� ,, N e 'A-��, - I . . - . 4�L - - - FaR 5/8 -3604 00 (D � � ,��! � ---4:�I`__. 4�1 1\1 - � , Q) STORM STRUCTURE '� I I "":y,, �,',� , A, . - 1117 1P N . 0.05' E., 0.57' N. cu UTILITY RAG SANITARY/SrORM SEWER i i W I ,� - . LB . - .+___ � �,I,,��,�,��,5�,,, I I . - . ____,�v - - - - -,�,�_ ,,7,_� � �', , I -t- 0 eT TELEPHONE PEDESTAL I unuTy RAG WATER I 11�1_11. � �, '""', � Ili, I� ��, "� N11, 4A TOGETHER NTH THE EASEMENT RIGHTS GRANTED TO GRANTOR IN 0 " " a TRAFFIC SIGNAL JUNCTION BOX �" ,,�,,,` 'I',"�"L'�'1`1" I �, I # Olt+ - 0 0V+ Oli+ I 010 4i WOOD FENCE a 0 PP � : '� 1�, �, av+ N It+ . 300.00'(D) I 1 43* _L_\* - - INSTRUMENT RECORDED AT OFFICIAL RECORDS VOLUME ___� C !E ,,--4 ": " I . 61 0 1 "tf "t �,, ,�,,,',,,�,,,-�i, 11" U MErAL FENCE-x-x- , ;11 �,:",�"'A' FCIR 5 * lb N88'17'50"E(D) - �_ - - 6411, PAGE 148, CURRENT PUBLIC RECORDS OF DUVAL COUNTY, 0 a) , FIRE HYDRANT I (�- 1,1%_� 11 I 11- ,,,",,,,,,, I� I /8 11 t 14 e 299.88'(F) - - ,,,,, ,:�,",,"11 �,�,'111 I/./ "b )C� FLORIDA. A- 0 CONCRETE FENCE -0---O-----O- 1�1* , ',, I ,,�', , LB-3604 I e N88'1 9'5 - I CL V, 1 ��5 1 �,� ,�,,6 1",,� t "I' I 8"E(C Do ", ',,''A "'"' - - I �� <,, ,��'_",�,,,"", 77 1 _�� - - -t- It- 20.0' DRAINAGE EASEMENT 1 7 ""-",-"',�, " , " , (3r V PER OFFICIAL RECORDS WEIR STRUCTURE PHOTOGRAPHS \� �R, �, 1�1 ,�i I (� ,�� , - VOLUME 6411, PAGE 148 Z,� �,",',,,',""�l ,� I + q�l ,',�", ,,� ,_, I-,�, ,b7 + . 1), - I 1, I I 1�� N -- - - - - - _�-- -- - - - ��,��,,,', ,,,,,',,',,�,� I I -1b 7.0' SUBJACENT St �C;�T 1b �-�, - � 1 04 1 WIVI EASEMENT PER OFFICI& 1-C-S N : 11�� ,,,,, ��". "�,`,,�,,,) - - - - CONCRETE -3 , I-, ,��,��',",,,� _r� - BENCHMARKS: I I.; �P�, I I" ,, I FENCE VOWME 6445, PAGE 463 1 N.,'5 + e I -1�1 ;;� " 8.1, I , �,,`o,��, "11 lt� _11:> 'GRATE INLET �', � A 0"�, I,�,,��""",",Z,"�,��,',��,",-�'�4_'11 _,�K' I I ,P,o ID 1b 1�5 - 7_� - - "'x L 11"I'l A��,O','P�.......:�,,�",-',�,!,',,'__ .��, I C�l TOP EL: 11.47' -,W��- + CONTROL BENCHMARK: 9 , 't-, 1b + N* ,1 I " ,'-��'�,�� ,,,, ,b-., I (b ,P ,DK'IN, 4� SW. INV. EL: 8.27' A, , �� ,�:��,,�l""L'�"""�,,��,�,,�-",�-1,� ��D :t 'b R� 1, "I'll" I " I 'VI'.. , i1','L,%5,"�"�1; %K I + 110 �11A ,," ...id ELEVATIONS SHOWN HEREON ARE BASED ON NATIONAL GEODETIC A. �1��,, "Ill Nb . .. -,�* �Itl* .\b. :-. E. INV. EL: 6.82' .�,* � 0 k2N"'111R1�"?A'11'_ - - 9 ,;,6, ,,�i,f,�,RPT i'V-1", ro t�:, 1"13 rl, I , I 11",�- -1 I ,, " TIFIER: DL5741 LOCATED 2.25 , 11 ,� , ,�,-,,,�, ""J,�,� - �,��,,,,'�,,;`,,1 SURVEY MONUMENT POINT IDEN I , 1� 111-` , , I �',� 4�� IV e 11 "I M'01#� % �', I _�= I 11.11�1'11, I . _..�___- >_ , ....�........ - - , �",""' I - � MILES NORTH OF THE INTERSECTION OF MAYPORT ROAD AND 4P ,�,a�---,�---%,'�gpip R" 4�1 1-1 I I'll , 1�11 I . I "�._ Nv.)- -�1, ,"", 1 -5,'��,,-� ,::�,,,,,,�"",'��,�,�,�",",��,�� 1,",`��'�`,,;- " 24* HOPE W STATE HIGHWAY 10. FURTHER INFORMATION ON THIS BENCHMARK �;P,z� � �,��,--,-,� " ,��,,�,""', , "'&�W , I', I � 'I",, - �t�",,,�l,",',',�,"�,'�,�,�',, " ,�,'I,�� I'� I" �01// ,4,�,,5��"'�,,1,�.... 1) , P � ""I _, " ", ` 0 -`01 `�;M�v ��""�,,,�,,�,�";,�"""�,,�� _1� > I ," � � ,��11153 ril"'WT �" 11 CAN BE FOUND AT HTTP://WWW.NGS.NOAA.GOV. , , � . .11' . ,�,�,,,,,�`1-," I "", "", N�l, STORM SEWER 1�1 , I I I I- '6_1-111 -1,I I `1`�,�,,,"�,,�4"'T,�;�,�,�,,1��I...... I I ul�, \_INDICATES PCSSIBLE � " I 1�I - - " a: � 1�1, -�, --- - - , L I , "�� ,::"'!�'!"�",�""�,,:,�,��"",�,�,��,�":,"":,� , I " Ab"O'Bom-581%, �,"&,�"�"�` ,, , .\\* 1, I ,��,,,"'i, - '�� DRAINAGE EASEMENT TICAL DATUM 1988) 1 . `�,,,�,-,, ;�," _ ,,' :__111_'Illnl�� IR e � I 11 I �,� ,�,�,', �,,V,11111 - � "' ELEVATION: 13.52' (NORTH AMERICAN VER 2 1" ,�,�! fl ,"' 1 4P 1�,�"",�,�,,",',"",�,��"::��'�,,� ,e,�,, - 11 1� P 139.8! N I Z) �%_ "' -, I I 41 , ; �,W,�,`, ,. . �,,�� 141'_1 , ,z' ,:,�_ I . 1� �5,"","�"��, " �.'*,�*��` ��,�, "' I I �", + 11�� N MAN, I, 1, NIK, `,�_" Ww",��&i,,,,v`��,", I ; 1, , TBM #1: �,,,,", -t- 11-11�� 1�11,�1'1'1,1�', j� , " 41� 0) _1A , ��I ,- 1_1��- jE*§WtNuV,W - , � , , , -, C� ""' 1�1' 4�' R I "�,Tv I i � I'll STATION IS A NAIL AND DISK STAMPED EBI LB-7652 LOCATED � I - I I � . ""I", , 11 "",?/�,,��,,�,��,�,�,'��,,�,�,�""I�I 3,�1 I �, I � I , ;� 1,`,�,,,,��, ". ", 1�,�,/;,',',',,�", � I , � , I .11-1 , '' , �,g,,�,�,',,�,,,,,' ,',,,, - I - "'I","� _n 1�> .__ I- � . ,,,,�?,,,',�"",�",:��,,�,,,��,,�,�,-�,�'�',��,�,-O,,,��,,�'i�,I ,�'4 ""-, , , , , - I 1� '','A_'�,�, I ""', ,,"", ,� . ON THE NORTHWEST CORNER OF THE CONCRETE VAULT SOUTH OF 1- ,`-�--�"" �-,,, �,,,�',;,,," ,,,,, -_`�;,,, �,�� , .I C, () � '' ,- - " 50, �,::_ ,-�Oi,�w,�0�,:��,,, t," "- " I , �� -" ,,�_ ,,,� i , �, "�, - ___ I I I 11 � �"�""'�',,,,;,,,,�""",�"""��,�"', - ,,�",, , " z 4�v q�> �11 , -,��:` "",i�,_,�� GRAPHIC SCALE � � ''" - -1--1,1111"-VII,,_�� I- I " ,", �, , , , '.", �,,-- 1 r.3 THE DRIVEWAY TO THE CITY OF ATLANTIC BEACH PROPERTY ,I ,�, , ';�,',,,� ,§:�:, ,�,0__Ihi�_, _` - 1�� . � _,", ? " i ,,'�I��,2�,��i�',',�T','�,��"k%M,, 11 I 11 � .__ . "I 11 I I,,- �,� �, I � I " � "I I 11 - '11,I� " I I',, �� z",-,"': Z5 APPROXIMATELY 50' EAST OF THE EAST RIGHT-OF-WAY LINE OF "I A_-,," _ , I g"�,,�","','��,`,,'�`�,,�T-,"-,,,,:,%`,--,,,,-,111- 4�1' 20 0 20 �,",1,_ I f", �O'Vw�,w , , � I ,111 , " ,e , I'll, I z .. - M ,M,3m RM I , 43Z� ,gi-_ ��,'��!"",�WRIIU �,',,�,,,,,,,��',�,',,,�,��,,,�,��"-",-"��,,'�,,,,,""",""F, " ',��_",��,'�_,�,,', , -) -t 20 1 1 1 1 - I I i�",��"," ""� , MAYPORT ROAD. , I , - ",/"",��,��,,/'��,Y,,��l, " , , ,,�,�`��"/ _�� - �,I�i,,' ,,�,�, g� 5 NIV " � ""��,-�-" � 1245, �, ,I ""�""I'l",'�'I'��11"5",�""I�,,��,�,�"I'��,�'I'Dil�,,�Iii�ll,��'�,, i� FEE06"PENE"d I la �'11 11 I,,, �1�1'11111114��'v�", ( ,,, " " " )-� ,'�"11'11_1,"',�"�_N' ,"') - � IN , a- ,� , , ( -�, ,10 " * 4:� I-V, , �,' , " ��111111 � " , ,z" ,�"i GUY WIRE I ,", ," � .... , ,� ,�N I I A�, N �,,,,`,,,,,�,',,',"�,� ___�! �, ,� I n, , i TYPICAL) ,,"'�,`,,�N ,`� ,,, I .%�, :�� 111111111111111111111111111111irmwoo" I 1,:�__� = I 0_�,',W,��,� " , I I . " Z� , , , r -- --;,i , , - -,,,,- ,,� I �O llk I �� ,Z�,� -�.........�-�-,`, ,,"��,,��,��,�,,,�,,,,,,,�,',,�,'�,�l,,�,,,��,,��ll,�'ll,�/1,111,��'ll'I'll,'I 11 I m I VA-01,11" 1� , �111 Iff �", ",',1-11:" j,",� '�"',:�� g " " � ff ,1 I ,,��,,�...... " "5-,"',"';,,�,;,�', . .....�.........1,,,��,,'��,�,,�M - ,��------�_,��, , �, , TION: 13.52' (NORTH AMERICAN VERTICAL DATUM 1988) , �w , , �,,,,,',',:";",n�� M-7 I, 11 , ", I I ( IN FEET ) ELEVA N11 / _ livlmn I�111111 I I , " , < , -, ��1'flfi �;_Ii,l , " ','��, '6,�,7�',',�,�,,;,-""'�"",:,", I - , z , _�, "I I " '\ 1, , , , �_" ,'' "" "" , I _ � ---,i�",/ �,� �;,, , , ,, -1 39.4! �,',-, ,, , 7'1� , , , . ....I � 6i '6 �i� I ,� ,,�', I e , , , , , ,,�,,,, " I ., � 1, -W$ `, -"'z- . " 'g , ;`, ', I P 12.7' 1�� cr � ", '" M ", ,�', , - ,,,, , I , " , & ,,,-`��,� , " , N ,,,,,, �, ,',,',�A,',,,�,,,`,,� �;A,f__%411-1` �1,11, ,:,� ,__ , , ,""',�,"',' 1, .\\, 0 0 -) ;,,��,,��'�,,',?�"`�',', I I,��,,�,�,T",��*,,`,��z',4& I , `�,`��,�:� I - -----� , �� , � ,� I � (n 0 I inch = 20 feet I , ( 11;`,��,�,�,12w,Rll� ", � 0 11�' ,J , - J I TBM #2: 1 X , I I �� , " ,e ,, J , M ,�,�,, , , �7 ,,� "'" Ki -,"I'll �, '', I I , , "",� ,�,��&,�,, ,;'gm'- - & . ......., + 4;1 - � , � ","�_'�r,,'� -, , ,�', ,�....�.__... I I , ,�I<4',��,,',� , I '' � " " , ,, 1 """,�]�-,�",-,�',�;,,,,,A� - I , , I + 0 .0; CP z `;, "' , ", I , �__M/ �,,�,-�w,�,�., . ___�y ,�� I I . I , f ,_,"", I 11 �V I .�,�, I No 0 V/7 /j �b j- - , NIV -i r,� STATION IS A NAIL AND DISK STAMPED EBI LB-7652 LOCATED K: �,� �......71 1....I ,, , "'"' ,/ 11'�� P41111111", - ��, . +' , ,� ,, � / # t,,,�z,�Jl ., - I - I' iq ��, " - V ,�'," , - - , ,�� 0 I I I / � ,-"��,,,--�:`,c, � , I'll " - , 0 1 ;!, I I 11 ,4�� .�J ,,,',�:,,,,, , � I � � 0 � -t)1-1 Z/S WEE�' - : - "I ON THE TOP OF THE CURB INLET ON THE EAST SIDE OF 'I, �,� I 4 , 111's '' -"k ,�111 �- -,�-,-",,_- �, -,%,_',1"N�?"y .I.- 0 1 ± X I , 4 , , * " I ",,"ll - �'_' ,��:"',�',',:`, �"'��,��,� " , "', I '2'a' ;�� " ,� �, - " :�>�:� V/ ,"' , . "I �ge 7� , ,,,,,,,,,��- .1 I, N rq . , Z Z= VIRM--, 1,1,:;��,11"1""""�"I'�,�,�,�,,,� �,,�, :,,�,,�� , 1 ,�'.O$ "I '!1; f,',,- z , , , I "I I""'Z,z",�', ", I , I I 11 ,,",,,,�,t,!= � , / I I I �,\� 11% MAYPORT ROAD, IN FRONT OF 2321 MAYPORT ROAD (THE *';;_',-,,`�',�,,,� � --d , , , /"" 1, I - �, ,,,,",,",�,-,'�,'-,"""l , " -_J U - `_"'"' ";_,'�,'�, '.z . W NX .llt?*�,I _[!�" , 11 1, I :,��"11�, - - , oo � 1� ,,,� "", ,I I� A ;,�,Il', W,&1�r -I- �11'�, ��,,�, � � 1�1', � I I I X 1§1 0 ,E� - 11 ,, ' PNt. 11""'��`i, , , , 1�z�r,k�"',1'11, 11 ""'I'll, N11 � I a- N PROP - _�,,, r, �:�,',-��"""��,;,,",",",, " �, ERTY DESCRIBED HEREON). I I I ,�, �,,,,5" 0 -P:1-t ,1-11�, [��,,''�,',,�,,',,�,�g,-,�,,��,,,,�,,',',4, 11 1X_ I ,,��,,,%.........��;�,," ��. �, - . Cb, I - A1, * �- 1�� , ,�'��,,��`,,":�,',,, ,CQ_ -- - �, ,-,- � , -Z", , " rL.Vmr- _Ir � 1P I - 'a,MKIN i, ,�_ , I I"1, � " ,� ,,,, I I � -N\ I III-_ , rn I 0 , - , , I I , , 11 ";Jw,3,�� ,,,,, I 0 1,11"'I'll,"I"I'l ,, , INV. EL: 9.94' 4�1' 8 6i _*< �,�:":" .p: _;p 11. , ,> TICAL DATUM 19 1 - - 1�1,�Ii I 1��.....� , �� ,'�, :-, _� I -I,`�1'1 � ELEVA11ON: 14.46' (NORTH AMERICAN VER "' z e -,.,-,,,-,,, ,�'""',"�-,',"�5',,,'!-,-",�� () 7 11 1, ,_ , 0-_ 88) ,, � W . �!,r,,,;��,- . 1 �7/ � I . - , , ,, 0) 0 3 "111 "', �11_1 _'yv 1�1 � ��_,,,1:', , � 0�_- y"'��',� I '�v I z 11 I I 11-11-, �d -b/ I I q� 6 ,,_ I ,11' ' 1�1"�* -FY , ` ,;,�,,��,,�E / �� "��,� , Ntv ..... ; " ,,, " "? I ,,,��, X 2 " 'zo, 1/z ��:�N , 1`� � ,51 181 ,��, -d ,�_I_"�i',1'1 -1 , C) _J M 1, 11 I ,,�� _n � , " \�-, :��", -, _'_,;11111111�1� 1: 11111111t,,�` "",,,; , ,,,,,,, ,�_�,,,, , I I , ",,,, .-...� ,-,�,.�',,��,,,,,,,�,-,��,,'��,,�� I 1-1__%J �, ',�i `,,��-,""""""""I""', V10 , � I � . ,,'�7 ,�� ", ��,,�, 1/&'�111� I I 0 � I � " M r �, '�,,�, ,-1 , F . SURVEY REPORT' i " .1 -4 ,fr ,,�� / I �, +!�v / I _,�,' V11 ,4 z < �_ _ ,*�.,�-",-","�""",��,�,��, 1 11 ,,",1 ""' , 15j V I I 11 ,,I I 1,��," "I� I �`,,,�:�� . 1�) I z , � *� /p, . -IN, icl I "' , � ,e,,,,, / '�, I ,"""��,�'i'�,,,��,',,,,,',�,,,,,"�,,,�'I",",�,; " < 1. THI SURVEY MAP AND/OR REPORT OR THE COPIES HEREOF ARE NOT VAUD WITHOUT THE :�,"',,�',, ��"'," I �,� " ,/, - <.� �� I"I I I 1�,-1��,,1,1,1 g/g ,�� i:',",�',� ;il 1,t[�,,�,,,`,','��,,,"- �,,,'�"I; "'p," , 151, �, "I ,� ,,,, ; , i 10 W'111 I-I I�'I', < 0 � , 4 / , ,:�Wffl W�g ',,;� 4�� '� , d: ... a I N.) \ GNATURE AND THE ORIGNAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. � � 1/1 ID�"l',�,,'�,"��,,I',,�,�,�,11��,,�'ll�,� , "", , 1V 1- �, a , ," � Nbl "I" '-'�', I "1,�,,�,,,�"_z+7,�,L,;�,�-,,-,QN11i11 .� , , �, ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR . ,�,`,,,,,,',,'`,i,,,,�:"I,� X ,, - � � I I , " , ,""""u, . T I BACK FLOW +' I .11 2 - F I p 1�w ,�_,,,,,f��",I - - "I - ... M . PARnES ARE PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. I 01 4 """""" "'.1-f-, "', 11 '-, " ,�,'�':"�,,,";, f, �'; I I"��;` 1, �,�� ", q,�,wgg TUCTI REVENTION DEVICE 1, >_ I I ,?10-,-",,,��,�",: ,, I , - " " I /I " . 11 ,�,,,�-,,,, 1 I I-111. i� -1, I ' 'I 0 , � ,_ I k I'll, � I'll a . I I a: tc Z Ii! �" ��/�//,,,,9� eV'Ii�" "I _1� ,5`,`',','cz&`--,.........�, , ,.,:�', I, I'll - " '^, I E , .1�1' I I �_ 2 THIS MAP OF SURVEY WAS PREPARED WITH THE BENEFIT OF A TITLE COMMITMENT ISSUED BY 1� I " I,JK-1',1 " -, L 11 , 1,,;�,;,�j�;,�,,,,,_-� ��, WITH AN EFFECTIVE DAT 11, � � �,,v!"", - , STEWART TITLE GUA ANTY COMPANY, COMMITMENT NUMBER WMFL-098698 � I , / z t W=,�.�Ikg"'I"a""" � � SUBJECTPARCEL -t!�' I I,A ��; , -, ,-111 .1111.1 V - ,,,,, .q 0 2 I ' ' ,_ _A', I - - , , I 4� - ji,'i", I 1 1.4WW4JX,e,� ,-,-,, AS TO SCHEDULE B SECTION 11 THEREOF, THE FOLLOWING SURVE � �,,,_i,'& z -, 11�,11 ,� ;, CC � , - I OF AUGUST , Y ;�'4,1�� M awl - . Nb MATTERS APPLY: tp I_1151 ��`,',,,��'�,OIF - ; I PAR T OF L 0 T 7 SECTION 8, TO WNSHIP I N1111 "I "It"1� i�, .- - / b� . - - a 1�* �11 1, 11 � N : . 1�7 - UJ 0 " , I "I ,�',""-',�',� _n 0 li 1�1 -,- 5, Z-- , I co I 1'111 ,�,,_ 11 ,,, ",�,1z ��//,, %� W�MJW -,:�% I 2S.,RANGE 29E. I I 11 -1.0 I -1 w - -- a. I Al """ - ... �,,,",��,1'1_ "I 0 1 ,� I� 0 U"""',-- -l"'I"'I" �/ -- - - ', -- I I , (:�I` 1. Defects, liens, encumbrances, adverse claims or other matters, If any. created, first appearing In D >_ .;.p I III , � " I , � N, �1, N �r - ", " r z § the public records or attaching subsequent to the effective date hereof but prior to the date the 11% _41" - 2321 �11 � RE#169398-0410 1 1 ,,,� ZE , I I ct � , I I---- proposed insured acquires for value of record the estate or interest or mortgage thereon covered by I ,", +/_ ,//I I _,�� CONCRETE 5 4;;k %.J �. "�, , , ez this Commitment. (Vill not appear in final title insurance policy to be issued hereunder.) ,; ,/� 109 . 11 111-111111M -,re, ,- p� 11 Q� , - � - I 1 V,, I'll " ,, 1� ,�, - , / BLDG. HEIGH ?I � 1b7 . CONTAINS 81,000 SQ%4RE FEET (TYPICAL) I , 1 -4 1 " , I I 11 , ", i� "'I", - (NOT AN APPLICABLE SURVEY MATTER) * � - ...... , I -,,'" U DRAINAGE �1 1�� I 0 1 ma , ,�,,V,N�71�,',',�,�'�,� '. ,�p VI+ / AREA (1.860ACRES), OR LESS I '"�,,��,,,,,,�,,�,�,,,,,,,,�,',",', I I any or all of the property. ��"", ,��,,," #q � M04#E �p T- U 10- i I �-,,-�,-�",�,,�,�""�,,�,,,,""-�, ,�,��'I.""."""""��"I"� �,5 , g, - 2. Rights or claims of parties other than Insured In actual possess on of 1, A, , �, � 'v _,�`,,� ,,,, -4 , " � 5 I I . f 1 4�� M %N 0 I -1- 11 I - (NONE KNOWN OR PROVIDED.) ",,,,,,,, - ',�`i 10'�'�z",AV""""", I � \-)** 46 ��1141��'I I , � - 4P 1 . i. , I q, � I 0 151 I �, UJ (N 6� 0 , . , 3. Any lien, mechanic's lien or materialman's lien or right to a lien, for services, labor. or material & ,,,,,,,,,,,z,"1, It` , heretofore or hereafter fumished, imposed by law and not shown by the Public Records. �,I�, " I �I'll 'I'll' "I "I'll 1. 1, r, ;� 1151 , I ��,,,, I I ""', � 4�� 1 CITY OFATLANTICBEACH ��;�.I,k,.,�,� ",'' (NOT AN APPLICABLE SURVEY MATTER.) �_____11 I `We� "Al",',""I " - "I I lhi,&�-", 1�1 - " "'" I I ��TOP OF _J ,,,�"-,,,�'�',�'��,�',,,,,*""",,',,'-,1,,',, "", I _,� " , ��r� , � z I ��z�,Ii�w 4�� . BANK � I RE#169398 0070 ,, - ,1`,�,`�,�,13�, 1 , / NO - -�,,�' 4. Public or private easements, or claims of easements, not shown by the public record. , �, , ,,, A �- < "",,,,",INI1,,.9T1", �,� I � ��,,A�11,� �M ,� - (NONE KNOWN OR PROVIDED.) 1_"'�1;11'� , ,00'i 111'"xOVIV11111i, 'W"', , , t "" Olt ',' , `,1111'1�1, ,�- K "/ wl, -, .- , , `4 ,�;,,,� , , , �,,�,,� N 0t �.",,,',I�4,,",O,,',',,�',,""�' " - " - , � �11�_'�11,f I�I I U I " " , U � �p �_ (L N. , , � z 1 5. Rights of tenants as tenants only under unrecorded leases. I P "I ,-`�,A � ,&wt.',,,,,,A,Y'A�,'Y,'1; 1�11'I�,,I I I " "' '47 "', `:,�"",'l 1)" 0 . 4!�� W.31 I" I 'EL,�".`,"",�1. ,:�-,, ""!_,!,� ""_ < - (NOT AN APPLICABLE SURVEY MATTER.) 1P - _ - , - K, ;a I �,, 1'� 49EWOLE�` ��!��`,," M . I t�l , A wt, ,b ,'r,ef_411'_,'11� �g r .,^J* - , ,/ . VICINITYMAP 0 - "1�,I"',� ,v b " -11�,tl,M9,"�17',,��, il ,q 4D I ---1_= 6. Any encroachment, encumbrance, Violation, variation, or adverse circumstance affecting the Title , ,, ,�,',,'�,�,4 1141�'k'11'1 �6 1 11 I JI 4!�" A , !h would be disclosed by an accurate and complete land survey of the Land. The term ,�,,,,,O�W,fl,?, � - ,1,,,,jN'g,,,--�7_;,�,,17,�,�,,P�j ---,v'!�,,-�,,�tk�,'A'Ir"y%,,�r'4,, -" ,_1 �i� 11, �/ ," I� ,g)r I � t. �,��,,, ,-,, 1,4'A!�!,�, ,�,,�l �t-1, ,,,, " -� - , ��*N,,,1�*,_,.,,� I '�,p-11��,�q,�,-�"�',-,,,,,,�, �" at * Includes encroachments of existing Improvements located on the Land onto ad "I ,, , M , " 1�0 � �� I 'k�,,, , I - , 1,�, .f�:�z�', ", ,, z ,, ,�P -11V�,', , �-1 F , , '111 joining - " I "I 1, I I , - " -�; ," " r 1, I� ,", ,:�b � 18, � 4�� Ill F 3�" .1�p ,�I,,'��......�1,,,,',-'��'�',,"---,j I _� _ ,� �x '.',_",r4,,�,I �� ,�, . W�� , -, - land, and encroachments onto the Land of existing improvements located on adjoining land. .. I `,,4,Y,A'-','� 1. ", Cb ��,�, ,_ �,f,".., N , ,,�,'v,�I�, "" ' �� '111 11��,"'," � . I 1� I I-, ..,,,�..�,,,,,,,.,,,,,,..,,,,�,��e,tl,,,,-..,,,,,,, , �,,,,',V;1� ,-P9 " 17 / �,�,�"',-�,� A _t 1\I 11 "'�";,��,�Kt"�,,��l".�,,�,.� 11�1111x,_�.'7��U�l ,_ ,, - (RESOLVED BY THIS MAP OF SURVEY WITH REPORT.) ,4-4 ,,,��,�,�,',�',,,,�""[�,'�""","","', ,4��,�"',,,' � '0-V I < " " .11 IT"' , �,',�j�,;%'_'_� ,`��??,"�,,"j, n�,,, ,,,�,!`ii "V'ON, ,, "' ", , A tr,��",� "I,,, ---I, , , I'll, , , -,,- �� e �61 � , I "-', , ,f I 11 I I-I j-,I'll 1, ,"" , 1'11,'-,,�,�w I "y I",",I '111� *""' " ' __�,.,,,,, �, , , ,,,, -, , - _�,`'' � `!,,,�,, ,V�,N 11 1--,4"�,, ....... �`" , ""', � , , ,7. ..... , I ,.�,'�,�,,,4" , �, , V,41.", 'I, ,,�,,*kA -4 _i,F -"�f " �, 11 I , � ,� , �,��V,: , ,,,� ,�, ,, I low ,��,� '' " ,,,77 " I 'I ' '�, 7. No insurance Is afforded as to the exact amount of acreage contained in the property described 1.7 "','�I"'I"JI: �:�`,' ,',"�q�......-,-'�; .- b ��......�� , , I 111111��4,47�','0,_1_>,F"'-,�,�, _J1 I i� �e�',,% '"" P I � , ,,,,,, , , " , ,�"'�,,�:,,,," - - ,,,, 1,Lmmpo,,i: 4�1' I ,��'Ai��I�",I , ,,,, ,,�,� - , ,,�, , ' ';5',',',,',', 1 1 '' 1;4�.� 1. , , , IF . I - ;"� I I P-1 _'711,,�r'� Z,��'' " �,-- , �, ," . . . I A 0 - , �", _;, , �1% V ,�,�,,�l,,,��,,�, ,�,,��,,�m�,,',,,,,",,�,,',,,,��,,,,��,,��,,,�,,��,',�'�,,�',�,,� ' ' e-,..-% �,�,e� - �"', 11 I ' 'I I I . -��' I ,�s V" � , � ,��k,,��,,; �,A 11 3�e A"A" , " "I'll �',,,,,�""",��""","�,�',,,�,��,��," "� , (00 111r,I I'll ,:;,�, ,,, " �P I - � 'k , �I, ,1: herein. � , ......�,��,,,,_,,,,,,� " I , , _ , , ,� t,""""",1� I �1111'1� ' Tl ,`,"_;�� 7, , - 'it �Awl 'I" . CL ,',-',,�'f,i�',',4�§ �,,,�� , - ` " _,;5,1�" �11M, " , � '131�,��,,��:",� 2 - _ - ., I -11 I I 'N' ,!1137',�--A,,,;,� ,��',,"?��',,� M (NOT AN APPLICABLE SURVEY MATTER.) I ,�" , - "',� -", ,�, I I , I I 5 STRUCTURE PLACEMEN -n � , ,�,�" - I _�� , ,'' '. I" � ^ - _m,; N ,,, ,,,, ,� , , N , , � , <P, , � , I . -- . "I'll, , ,�', , ,�', , ,�', , ,�', " , , 11 I I �11 1� �, - , � " I iY, i_,�I�*,�,�"*"� "", "'," , I�1 ,,, ,_.;-,z,43 ,,,,,, " '', , , I X\�', , ,��; , 11 �'I, I I " �1. 11 11 , -�, "' # 11-1111, ," ��'), I "', ,, "', ,e ". 11 ;"-",- "m,"",� �i'i,�,-.- �' ��,", ,,,, �,--451,g ,i"!, I , ___,_,, , , - , 1 �In 1-1 :, ,��,,, , , I'll, �, , � I I 11 ,, ,,, ," ", - '3' ,, ," 8. Taxes or special assessments which are not shown as existing liens by the Public Records. I , , , � �z, ", ,,�,,,�,,�,,', , , �5 �,� ,�-, , "11 I , , �1,, ",-... N ._.� t, � "' `�r',�, I , " ill __N", I �,�':-,`,;,�+i�, a) ,,_ `-, ,,,,,,-,,,, ��_�, ��,,�,,,,,,-_�",,��,�,,,�,,,,- "� , ,,,,,�z,�,��-,,��,�"'," ,, ''I ;",' -AI`# �. , ,, , ��,,,[,�,�,��,;,',�:�,�i�"""�,�,, "�,,,,,: , ,�; , " "' I PER APPROVED SITE PL ��',j',� "i ,v; 11 I I , ''', ,��""', �11 I— , , , ,* " , " � -V 1'r ,��'40"�"A,,,,,, " . --- , , 11 A " ,,", - - �_ - "-,?- - ,'If� " '�,�,C��," I ,,,, ",',�:z�4K I� , I I z-1 a N111�' ", ��i�,,i�i�,, o�,,,�-��,�"",-""","�'-',,,�i�',-�,,'� - __'_ , , Ti_�,,'��_, � , -, ,z- , , -, ,,", -, 0 1P �,�,., I I �� , , "'P, ,,,�� ,,,�/, ,,,,, , , - (NOT AN APPLICABLE SURVEY MATTER.) 2 : . 'o,42�� ,,,�'_'UM��,� 0 , ,,, ,, --`-, 4�� , � , " --- -, - ,,,,, � : �,, �-*,,,,,1�_� ___, - , �, - � '0 11 �,,�', "" / IS NOT VERIFIED BY ANY -, �,, � - " " ", ,,----- �ll""I",�ll,�,�',�'I'�'��",��,,� ,,",!""�;,,,,,,,,," "V 11�' . � , � "' I'll Y' � �r_ , �� k-'-,_:_",1-'--`��,=,�,",,,,,, ,�:,"",�,"�,"';,",_ It", , ,,,, _��"&��,'_F'iq " ,�, ,,,�,,,,,,��"""�,,�,,,,,,,�',,,,,,,,�,�,�-��,��,c",4,--,,�-,�,�,�,�,,,,�,', ""04" I �" 11 , - "' , --," 'X 0 " ,,,r,-�"",-,-,-/"!�"/",-::"""-""� I � R , " ,,P�,',',1,,',,,,� NSPECTI N _[�`, ,,"_, ,, , ". ",'1ijp-,.�"," - - U� , , , ,�,�,,,' 3 " ,�' 0-1 �, , � �,,,�",�,7�V "I""' `11`�" I ""'�"'�, ", ,,,�,, ,,,,�� J''�,"-",:,�,: _":,-,,?,�',` STAN . . '777"T -,-A, I h , , 11111,11-I��'1, ", ' " " . 4P ,I'n�.'il , -�I-I*z�,!,z�,A,Z�',�_w-I 11 I - -, , . �,vi "", ,x �',�," ��,,V': �", - I��,,:�,A�, ��;� ,�,,"��,�,�,F�1-, �,�',��1, ��"',,,,,��,',`,,�,�,,"" , � , , , � - "i-, I. - 10R! '' � �v �,�, � , , �� ,,"",��, , ,�,��,,,,," 11- I 11 N � _ '''. "I, , < I I I I ,�, ,i, , -9, " , , ilt'�'O'�',,(� � -,,�,�,k,�,A�, , - 1-11 11 �, '' " �;,�111 � _q 1111'W 'I'll, _,__�� , , �,,��,�,,�� ...�,, - , ,,��,,��>��,,,, � " " ' ,�,", , - - -1 , ��M,_',,,�-,J,�, �� i-,,-0;"",-,1 ,:`�`��111, ,I ;�,� - , 1�,T_ I 2,11"I"1111,111" ""'m,,,,�,,,,,�,,,,,�,�,�.......1'�, ,",, ,1�1� 9. Taxes whic are due and payable subsequent to the date of policy. , , ,"Y-��,,,,, " ,,, �v , " " � �_� \ �p �, � , ," - NOT AN APPLICABLE SURVEY MATTER.) ,;,,,��i,,�� ,,,�,,, ,�,,,��,2"', ,__ , 1� _1% I-11, �, I -9"U- , ,,, _"-, _� , I., ; - ,,,,,, W"I'll 111,M111 � 1'�,_,1�_,','��, ,":, , - ;1 1, ",,�,/�,l AA _f�� I 4" �,�'11,1� V��', z_,,� I 1�� k " ""I""', ,,_".,"""- - . " " ,�,' p ?,�,�'��111'1111;� ' :11......,'''I., 1 IiC!,V,�,,,�,`�, J, . I " 0 -;---�"' , ,, Al ,, , � V, -if , � �, ��,I,��,;4; - -51 I 1011, �,,,',,,,,"",1,,, "'81 :,1,,1,1,/-1 I ", ��1,1)011�1;"A,�1'1`1 I 'k�v , I , , " ,- �i,-'�,A�F " -W,11,1, ,_ , , �,, ,�'1'111' 0 0 __,",, , ,,, -'', I �� I ,,�,i N 11 . - , , 10. Any lien provided by Chapter 159, Florida Statutes, in favor of any city, town, village or port I N, �,�,`,,�r,,,,,N,`, - YW�11M,; ,�_ �5 "i'-o' `�,',',,,�,,,',,,""",",��""","",�,,,�,,','�,,, ......... ...I I 'i""�,�,,,�,,��,,,""�,,��3 �, I "":; -�)-t�) _,�T I 'i -, , 11," ,,',�,4 `�j�=,�, , _'�,��,�,"r' A A""',,,,, � " _:_ I'm 4� ,!:, ", -, �� ""!!(,�i�i��,,-�,��(�,,,��,?'��,,�� "", _"__� -0�,A?,-,��z`�!"� .",.I",4�,',��i�,-�,�,',',,,� lw� ` _r � � I �� c � �- , ��9',�,,-,�,�,,,-��,l�-�,,','��-,-, I 11 �',�, i �,� , _�I�, authority for unpaid charges for service by any water, sewer or gas system supplying the insured land -,!:,��,,f'R',,�,,, " ,t�' Te ,-,r Li 0 , 1 ,�4', __ ""I ., ,t",�_, , ,,, , I,,��)4:'i�I I I 11� �,� 11 , -, � "I ,I- � "V,- , � ,"'� ,z ,_i01-1 .. � ,,,I�.' - , ,"� ��, "" , �,'11 �� Li ;, '-15. 'I, ""`�',I,��, , , 1- 1-1/1 0 , - ___ _N-- -,�x ,';,"",�,"","',� , � ,�"', ",;1,�',I I, -A ��; "". i,,� ,,�� " " , 11 " , , I ";/ 12, ,� / i 911M'1_4 1 11 ,,, ", ", """"',�'," El ��,,� " I,i ," - -- , 5 �,�,li�"I'll'�:�"I'l�"ili��,�l!!�",�: , �, -1'1"�,�� I , - NOT AN APPLICABLE SURVEY MATTER.) �11�- I_,X', ,�,n 1,�,,,�/�,,,MM"�1,11 � ,", _',_�; � W �mlq�, - , �', '', I,"",��'I ,!� , , _� .1 I -11 I �,, I ,I = .�'e";"y J�ft , ,", , ,', I I �4 � "�,`��", ," ;, U1�41 I_T I`4�t,',��,V', ", �',,',, ", , , , ,v 1'�,, 111131 " - " ,�� .0",,,"I I,I I� " "I ,11,",114�,,1,�,1, � 1� � �,,'� � , , ,�', � �, I ,,-43�-,,�,,,,,,,,,',� , _�, ,,, L� ... I TANK , '��'' , , ",,,,�),"',',�,��-,,',,-z,,,,�,,,�,,,',,,:',,,�,'�,-,,',,,��',,�:,�,,",,'�,",� op I �@ N'!� 1 I I FW , I,, I �,I�,W,,,w -,s, I ,, ��Ak ,,�r...��1 , ' ',-*�--�-.,j�!, � I li PY,V�,,,rl �,Jl�, ,t", 0112�,�,'�,4,�`,, � 5� "I A - , ;7"!,�U(R t" , , � , +_""", " I,,I�r. N10 A - " " "� , 11 -1, 1'.11 " 41""",'V ,,,4;�' � . �,,� , ,, 11 I , , -, "O," ,";' , � � "`, �',," , '�'q"" ,"', � "I I -, "'N ,,�,)-"","�,,,�,��,,,,�'��,,� 12,,,�, ,',,�, � ,�, � '1115 : I �,� , , I:,�11 5A" IN _ ), " -� '-�-- ,,,��i�, �-,'i t��',,�,, I I ,�,'�,, � ��'_ L�, " " � `_Hl i __11 � ",,,,j� ��',"',�,, � �, �,,,�"""�, � ��g, FARM , - ,4�',�, _4", - "�x� �,&,' 11. Any claim that any portion of the Insured land Is sovereign lands of the State of Florida, Including I �Is��',,',,',,'9iT%"',' ,,, --",'III', F -I "I� I _ _J �,�, A,_'M ,:,"-T:�_,", ", I I " I I , , , ,,'�"-,�,,��,z , 'T,,- I fij- ,��if ,-�-,i'','��,,�,Z"',�,��-,",�['��,4i !!,',��,,,,,,-�-�, ._, ,��,��1,�......,�,1�"��I, �]� , ��, , - I - 'I P,',,�f,�' , " 4.t� �,,`,W,�',"', A,,',-,��,,,��-,!,�';�"", �, ,,, ,,�F-,,�,, submerged, filled or artificially exposed lands accreted to such land. 11 , .- ?',",�,,,�,4A/aM ,W,,,, ,�,a�,�,�,,J,� ,,Jqr,,'��h, � """, Al ",7;1 3, 4�� t ",1111,11 _1,0 ,� 1, '11�11r 14__!,�',",�", � �� 11�1 I"�`/��,,',,�� '� 10, b�, -(>, wq 111,,� ,,,,,,;,�,�",e"",�,,�,,'�,,�,�"",�,',',,'�!�'ll",�',�,-�� '.---,_,,,�:R,��,�,", , �,,�`� I ,__,,qun",�"� - � - - , � , -1 11� ��, �,7,�`,, " - (NONE KNOWN, OBSERVED OR PROVIDED.) C�) �";,p , , I,",I ��,��,, ,;`� I ,,14�---l" 0 1 , �,� �,-,-�,,, �",:�, I lgi:i�,,�,,Jjw,- .�, __�� 1 _.,!� - I 11 4Q. - , ',n;,R �_�1'11'1,� "';,,� ,,� , , 0 , CONCRETE 11 � ,�... � - , , 0 , '' . 1,-�� f7i"e4",,,Nii�,-,;...�,""', ,�,,,u�, I � e, - "---,�,-"",r,""��,-,,�,,,',�,?, FENCE , , -,il , ", `-, , , , , , I ,` , I I `�"' " ,"��,�,>�">/��""","",,�,,,, I I I I gl� , , 1, " ��-,,�," " ", 4) ,� ,, " �"',"��,,��:�� ,,�,,,�,,' ,,,�,,,'I"'i � � � �- �,, ,,,,,,,.,�.�,,�","""�.��,,,� I .-,' ,, � 11" F", + )�'��'�',� ""I'll `,'I'' � , '�;� ` Ail,,� 12. Covenants, conditions and restrictions and other Instruments recorded in the public records and , I " ,�,,,,,��,�,,,,,�,,,��,,,,,,,""",""�,;"""�, ��i,�!`�!`,'�'�,�,'��,, '�',"�'�,, 1, ,,,,, �,�,,,,A��,,,,,",/��,'""" � ,� I 1 . A - - -- - �e, _ili;�r -� -,,;�;:, -, , , � , '� . 1-1-1-11 �L"-"�,�,,,,2T,'O,��?,,X�;,',',�-",;',:`_"-,`j�`�:"`,-,i� 11 11X .."I "I I I e "'T" " , - ��,�'! , , - I """,�,2'a I , "'� ,�,,'-4;T'I, �_V��,,� ,,I,:'i�;J'_,J , " � V ,,, � , - ��,j��,,�,�,�_ , ,�,,��,',',,--,',,��,,�,�,,_,,,,,�,,,'I, , :� 11��,1�111 1�,,�,��1,1`1� ,�, purporting to Impose a transfer fee or conveyance fee payable upon the conveyance of a interest In ,i'�� ,"", `�,:�',,',,,',`,",�� , "/�',�,,,,�� ,", -,1, ,� "�, " - , `/ , " �Z I real property or payable for the right to make or accept such a transfer, and any and all fees, liens I'll �,,,I I �,,,,,, �',',`,,�:"��,,�',,'�,,,'��"";�',!,,� � , * ii ,',`,-� �,#`��,,`�,�,,,"'�, ,",:,;�";,"-,- ,� 'i�',,,�'�,",,� "', """""', , I 11 5�31,��", _"1111 1-1 �A,V,,,5�,U;', N111 ",", 11 '�'1'1`�11:1 N,-',,'j� �', �' �11VOVVW!w ' ' PER OFFIC.- RE-01- � fi 1_,- �,, , "I, I , , , -1 11, , 11 , ,,, 1- -,�," -`�,',,', I" ,,,,, , `,�� "',',�,,�,��,�', -, ,>,� 11 I ]� ��,',', .P , g 9 9 9 � �,,"',��,�,,,',4 BOOK 6414, PAGE 228 "' "',," 1,�`, � , ,, �1, t,,".''11�1 I I 1`1 I,"�,,"��',�,,, � � ,� ,,�,,,,,,,�g ,6P 1-.1 30.0' DRAINAGE 2 �,;�,�,,__--,"',�"," . , . I I - I " " - ,,.-', I --�,,g, _ �� ",,�.'� ,��!","`,,�, 11 � -�;,ITOMW 0 �,� ��N� � " , , or charges, whether recorded or unrecorded, If any, currently due payable or that will become due or ,-, , ��,,,"',�,,,` , I _t��'* , �;11 ,,, , � I�1, ""i"', """,,",,"",,,,,,' ,��" ;",;,,I I I ,-, �,,�� ,6A4�,i 1� ,,, �,2,,,,�`,,��'__', I payable, and any other rights deriving therefrom, pursuant thereto. k`.,-,�,�,�, ,, " , , 11,�1-...""',�_ � ... I � I 4i - "', , ; , '��',,�,,,%,�,�J,f�,e��',,,, , �'AV-' ill "I " " , I&II11111111 11"," ,__��_/�_�;;A;, " ,_,,�' , , , �� I'11", I �`11 N. , ""`�"""-::......�,,, :',, A \11""",�,'��""I'l""","��ll-"""��,,�'-",,�, � I 1J , , "'?,,'�,e��"I" , ,,��',,,, ,,��',,,, ,,��',,,,' ,,��',,,,' ,,��',,,,'_ - 0 11 -,,-,>, , "��',,,,'_ " - M �p CP -- , I "Ill 11 �r" ,, �73 1 , 10 "',",""��, ,�,� ,""�',,:�,"_ ` I �mw\:��S�,,,, , , I , -, "�/,/a ��, , , ,imM I --l" ��", �� I "' - (NOT AN APPLICABLE SURVEY MATTER.) I N�' I/%,,,,," ,I ',__'� " ";,�,, �p :"",�""","",��""",�""",�,,,, N "I , "� �,,> "" 0 METER ,V I 11 "I'll, , -r�, 4�* , �� ",��, ",',�;;�,�,�,,��,',��,,"',�,�ri . g ,R, �` , � � +' �7`0,,',,�,,�"',-,',,"�',�'g , ' ' , k��/M ��?,��,,�,",�,�',,,,,,,!�,�""�11 13. Subject to any trust, right, Interest or claim that may exist, arise, or be asserted against the , , I , - 11:�6 Ll� : I "I��`,,":I�1'11,,I,� �,� , S!",* /, .\11, - I Ntl* M -", " I I �,�,,�, ,',,,;�, - _� I `z,, � , ' "I UP < APPD. `,',��,,`��,,',',�,`, ', I _f�� I 1�� 9 " ,, ,,, ,,, I -� � - I � , ,,i 11'111'K��11_ __ . ,�,,-,�" ,"' � - `_ � REVISIONS: Title under or pursuant to the Perishable Agricultural Commodities Act of 1930, as amended, 7 U.S.C. ,'' ,-,,,�,t,,,,,�i,,`S�,, �io4A' '' '�":�':"�',"�:,��I,�%�'�'�",',,,,,' "I . I -4 Nt LIFT STATION - ��,,, ", "' �' -�,�� I C ...�TANK . rill TOP EL: 12.67' -� , , , - §499o, et seq., and/or the Packers and Stockyard Act of 1921, as amended, 7 U.S.C. §181, et seq. �1 ,-,,�"',,"�,.'�,�i,,�,,t qg- I ;a �,� '��"",/,,,`,'�,�, , """,�;:,''� I 0 0� I '��N��',',',-�'-,�;, , '1�, , ,,,"��",��,,,�� ,,,,��"-",�,,,�,�,�,,� or any similar state or federal law. ,�,"�, 4 ,P�p �61 1 ONCRETE Nb, ,,,;,,�,] � , ,,, �," I '1� + ',�"` 11'1�11" I ,�'*,t VENTS N1111 - (NOT AN APPLICABLE SURVEY MATTER.) ,�,`,Vk,,1�11,3'ill, ,,- .- I 11� ,�,,, I 111,�' ,�,"N' - " If' "A"', �11'1111�1�b'1�11 LP Ibb 4b, REMNANTS OF q:� (INACCESSIBLE) � k 7i',',;,�,��,�,_'�,�,,�, - I - MAN HOLE ;�,,-��,' ',I "� I �,q,�', C,b. ABANDONED SIGN 1\tK 1 9/26/2014 ADD COMMITMENT ....�, , 11 ;�,_ �,I I'�,� �" 4�� TOP EL: 12.96' / , 10,13 �� ;,-�- < I POSTS SANITARY SEWER 1 14. Grant of Easement to Affiliated American Inns, Ltd. dated July 31, 1985 and recorded on August A M.P1 �11"1'11�� I INV. EL: 0.81 INFORMATION EWB k I�::E ";�,�:��,,,,,,';��,�,,,,li r I � , 11, - 11 91 �t,� SERVICE LINE I 1 , 9, 1985 In Official Records Volume 5998, page 714, of the Public Records of Duval County, Florida. I 11 I 1, I �,1`� , I I MAN HOLE / -,:�v ONE STORY � �'I�'l",��,�,�""I"�"1"'��,��l- I I 1 22.0' WATER AND SEWER I - - (EASEMENTS SHOWN HEREON ABUTTING SOUTH AND WEST LINES OF SUBJECT PARCEL.) 0�3 C: !?�,�,"_ "", ,,,,, �,,,,�-_,�3�� !�,�� I _,,--PER PLAN ^1, BUILDING "' `�,;','��,,',"'l �,_, , �,1�, TOP EL: 15 PROVIDED � :*,D�,, _,�,, 1", 11 �11 31' EASEMENT PER OFFICIAL -0,M I 1, 1��.� - , �",,_,' I - - F.F. EL: 14.0' SITE PHOTOGRAPH - ,4 1 1 �'�- "", �,�,,1,1` I INV. EL: 1.78' RECORD BOOK 5998, PAGE 714 - 15. Right of Way Easement to the City of Atlantic Beach recorded on January 11. 1984 at Official "I I ,"',, - , 11 I ,`,_-�_-'_"'1` � , I - -- - "" ,, ", , I"01 I'll, I , ,W ,� ,I � , 11, 0 . ., I 1 , ",,�,,',�z'',':',,, � 2% , 1,� ," , , ,� M,,��", ,�,5�,I ;�, � , IM,'I'll" ,�' ,�,,,�/,,,,�, , '', " , , Records Volume 5810, page 2256, of the Public Records of Duval County, Florida. J�r. ", I 1 5 5�, " , -1 5z, .-'� __�_ - . 13.2' ,�,�,'� ,�,��,,," ""," ; NIP% 0 u " , 1P ? --- - - ;�,�',L�_, , ��,'� ...1 I ", , I�, ' ' VWI�, "I'll, " '� V,,,� , , - - - - - - �, ,"., , � . , 11 , � "I 17.5' � ,�,- L I ,� , z� , �., "" I , �,,�, r, ' ' + - -- - -- - - - - -- + I �q I _P1 -I I'_�___, I � "",W I I (I 5 FOOT WIDE EASEMENT SHOWN HEREON ABUTTING WEST LINE OF SUBJECT PARCEL.) (4> �,,,,,,� ,,�: : �'!,":;-',,��, , " " I �,�,�,�",?'',',� I ro w - , � �� - , , ,, �'_�,��,�_ " I M " ., N�l - - - - - - - - -- - - _:V N �,,�,A%t%&� ��;� 1�,= "�,��"�"',",5" �I I I'a I "I ��,,�, A 11�Xi;IM��, '0 _�4 n 1% �- ,�_,�,,�,��,,,� + - -, :,,!�,,� 0 ,, '", 111,11", I '04,*W,��,,�',,,'�f,��"-"",;-�!,��,,,! 'C1,1 + 1b 8- P "I I I �, , _ �0 ,�,P*,��,,,_ ' ' 1P .1 41 ��,,'�!:,P ;,",'-NN',_%�� "" �_= --_ I , 6 i., + �111 , I '�,�',,,�,_,_ �'_ , 15..........�-_,�_,, - , Z, �,",��, . �\ + ro IV, ; 1 : ,,�" I I I .. ",_:�,��;"��';,��:;""-",�,>��'it, - ,�,, W" I ,�F ICO I - .,� � v�,`,,--M, I I ,j =40�90"sssc ",-�,_,,,_�4�----""--�"-"",,-;,�,�,��, 16. Easement to The Krystal Company dated December 23, 1987 and recorded on December 28, 1987 g�, ,, ,��k""-�"-,-",�,-",�--,iae�8�&,�,�, �p ,(� A NI), -�v G - , %, , ",,," -�, � ,�- � , " 11 2 ,0,,"----- ",","�',1, , I N'�.!` ,z'I N13* �� ,;, " ."� I I " at Official Re ords Volume 6445, page 463, of the Public Records of Duval County, Florida. g S, . CP N - , ", � --,:--- - - I , :__o 1 �R I ,�bS' 15 . I �'�',',;'�' ., * +N�_"'�,`��",111'��' Id " N 13.2' �p "I I'll , DYW%M', 1� IMP, - 4,1_11___11_1_11:��M -11b* I lb� V ,,, ,,�,��v, , � , , =T_ "' " , , "IF1.111"', " (7 FOOT WIDE CONDITIONAL RELEASE ADJACENT SUPPORT EASEMENT SHOWN HEREON ABUTTING s',i"",r�,,,,�',"',, ',;,,,'��"!,,* 4 NT"I �j , , N 11 _,',�,�`,',',,�","�,,,`� ,i��ii,' ,v"-" 'A , -- 8 i "e"F ,'%',�- ��,:-",�,,, .1 I �"111�1_,;,M,1101 714 , ,',��, I` ", I __ _____ I IV Ai, '� 1, 11��,, " � - , ,, N ` 'M "?�� , - - ____ , "��_, m -, �;-�/ , "' , W, I * I ,11" 11, 1?11'��";` I �,I', , , , , , , _� NORTH LINE OF THE SUBJECT PARCEL.) ,,',,�_,,'� , ,,"�,�,�'," / ,- ,,,� ' ' �� 1_�_ _�_ 11 1b , ," ""i,I��,,,�'t-?p',, , , _ _� ...f" '� ` ,�,� , 1 11 -,- - T 5 " , , ,�',"" �,--�, 1�1 - , ,� ,'V,, --_-, I - 0.8',Io'BACK FLOW oW`V _,��. � %!,� �,_' �,,,,,,_�,,,,�;, ,"",, t " , - 1 9 _� "" ,�, , �� 1,I I-I" ,, -11' , ., -", - rl,* PRLVLN[ION .:�,,, I,,,;��,,,' ',",N'il��,, � , P"!"' _+ I�P 1, �� ,k" ,A�` �""�,,,,,,,��,-�i�""-,�,-�4�,,�� "" , 1 17. Declaration of Drainage Easement recorded on October 20, 1987 at Official Records Volume 6414, ,,,,��,"`�,�;', �&'e�u�,,"o" " 4- 14,11, 11 7.9 .::1 ts rv%, _r�� I .�� d' DEVICE _1^11 �,, or page 228, of the Public Records of Duval County, Florida. I 0"N"'PH-241 ","""i�i��,�,�,,',',",?"?",�,,,�'��-,, ,,,,,�t,,,1: . I I - - - �' I' "" �,,`,," 1; - __ ,iv"'t g ,�,, � 0-_ � i,, ��m 1,"", yl,",,11�,�,11,�,��.". LINE OF SUBJECT PARCEL) , I -I 111'1� - I "'300.11'(F) ,,,# I I I le -��'_,�11,11111,"�A 61 � t�, �,A '! * � , " IN - (30 FOOT WIDE PERPETUAL NONEXCLUSIVE DRAINAGE EASEMENT SHOWN HEREON ABUTTING EAST , , ,,,, -,,,,-, -,-- A�Rl 1"�,bi ,I ,,,, , 1, i 1,I g;gr, �,_,,,:,�,,�,�, - , < tl�" , - I A r I- "', WM ,�,,� "' , , ," " ,c", .. v 300.00'(D) '� `1� -1 18 " �--;"-�M,y"',,,,,,�, pi , -- t 8"M"""IV �-,�,',i,�,_,"- M - � � - _X� 6WA,_1"1111 " ""'`,,�`�, , ,�",��,:,""'_ �-_---'N'V0" �� 16, ', �� 00 ,- El-,SANITARY �4,K --"""f,�-,�-,--,,,^,,,,�,,�;,/,�",4,�,,,,5", 'e�,`,,��,�,��,,, I I --- --N,"- -1�, DATE OF SURVEY' , �,�� ,�, N I'll 18. Drainage Easement granted to the State of Florida recorded on July 10, 1982 at Official Records , � ,, "I"S 'Iel Nl:b "1(:p /10"',iii 1,1,u-,,---T-11 FCM 4*X I,, 4 *I 11 . I , (BEARING BASIS) /i 2. �" ,,,, W, , N _30,un 11� ,,11 e METER qP - 1, I �- 'J" � PP 4�v ;;111 `;�"",�'� ,V I I �,�,;,��,�,` ,� 11. It.:, \ , ";�� "."', -, 1 1 ,,,!,'�,,,,5�' �, � 111,I - -17'50"W(F)(D)+' NO ID 'b , Volume 5542, page 2005, of the Public Records of Duval County, Florida. I I M�,4 4!�,� 4�� S88 � ,_'," " �, I F. . , I - " " 11 ," -,,.,,,o "Illi, j_,`� -,� - (DRAINAGE EASEMENT DOES NOT UE WITHIN AND/OR ABUT THE SUBJECT PARCEL.) ,�,11 ell,l 1�,,,',",: " ," - ,��,, GUY ERE CARD READER �,�"I'��'P,�,��"",+,;,�,,",', "". ,, '' I ,,,,,,,,,��,V,��,,I, �1, 1�1 �411,�, -, , 1 ,;3 ", , ,,� I 1, 11 11"I��,�I>�'11,4 r,��, tK' ,* ED -INDICATES POSSIBLE I e I � - ,I;, . kl� I "' DRAWN: EWB ''I h, "- " P�' "i ,� I I 'k , � , � . 15, A, � ->,, 11 I U, 1�1 ,�,,,.�,,,'�,,,�--�,-'!',"""""�,,�,��, i � , �o n�- Nrl� 'V , , 11 i,,�,---,,'- 1,1,� Ow� a�, ` a EBX 1-1 _1 19. Drainage Easement granted to the Development Group, Inc. dated October 6, 1987 and recorded - 't""'. , -" ,,, , 6* - � UTILITY EASEMENT 1P -1b 4P 1 I- I,,,,,, I " "I'll "! . &11z,l ,!"11-11111-111 11,,'�,,,i�', �1� �:p 1P 111, 11,:P � CHECKED: JRC on October 13, 1987 at Official Records Volume 6411, Page 148, of the Public Records of Duval SE: , I 111/1 0%9 lb �� I - - , , � County, Florida. , , !"g-'-q I 9,- �.11- , I I I !�§1''111//'-',l",�-�,,ll,:"""',_,",-, I I I ":, I I I � , I " " N"'W" - �11 �, _,"',', ET", � ��,,,/`, ,,��,-��,'�',,',,"",�"",-""","",,�, ""', ,','-',, ,_I"""--', , jP .1 �� %7�,,7 - , 11�1, " , , AN, "", REVISION: ,,�_� V7-7� -0 I 111,1-1 , ,1,�-�,, 11 -,�---,",-,,,4---"`!"', , ,,yx,,,,,',-1,'� ,,�,��""","",,�,��",�""�i, _ I "�0 I'l- I I - (DRAINAGE EASEMENT DOES NOT LIE WITHIN THE SUBJECT PARCEL, BUT DOES ABUT AT THE ,� - �,,��i,',",',,, ,�� mg,�'r-,"", 0,,,;�,` PER, ,�, .- I "I " I ,1/11-11 11'_', -, - "-'---,/--_-,-',,,, -,,-",, --� I I ,� 315 71T�� '17 , " ,V;� , - , "'O � �, I I ��_! ?Y_,4,ww,'�'�� ,�, '�',;,-,--�_,,,-- 11 " " "W" 'N""","� I I'll"�LI—, ��Z,,� "_1',__1 W,1,,I ,��:, `_'30112,12% >��%,32', - % , 11...ff11,1&-/--,,,'. �qg - � , i"'M Nk,�,,�` NORTHEAST CORNER THEREOF.) 4 11R "', I�, ,,,,,"OY R/11 p�,�/,,,�,�,�(,'�,,r�,��',,,,,,,Z,"� --11-,11 I I �,:,��,�,",' , , , N � - '' , ""' , , ,-,"I'll I 111111-1'_ �;,�'_ , " 11�b ,"', ,�,,,,,/ I I " -11 1 ��1'1'6_�,,��, - , "I"""'p,k",�.......i"-CP, '�,�,'e��I)iRl I I I,1;"�J ," - ",,,I'L',',"��, I 011 , --I=- , ---��,� ---- --" I, ", . �, -1-T " ", I I V - 1 1,71 1i I E ", RI-1111 nl�'' I , �, 70-7- m--l' I I 11 �,"�o li/ 11 I '§,','�", - I , , 1�t_ .,I, ��, ,�, ;, , , ' �; , , ,� __ ""'' - , """' I I r� ��III', '" 1;�,,,��,,,,',,,'��,"I'll'- - I -- - , � , , ,__ , i_,'- - I --� f ,,,,"�I" , �, 1�4'11" 11 - '�,-,&"';,,�",' ,,,,i "�,�,,,q,,�' ,,, ,��""'��"', _�'111'1,1, I'll r , , " �F,4 ->-"' ,0% "',........-, �," "�,I��, ,, .1 141, I!P� , , , " � ; , , �� _�,rg ",""�", , , � ,!,- FILE: TH12ALTAX.dwg Y""�' " , ", ,,,-"' " "��_� �'��,"' ,','� 1�,,',,,,�,," �im , .", ,�f�,m_" ' ,� ------- �� V -26 -� 111- - _� , , " -, va -,',,��',�',,,,�,,,,,,Iwr,��',", " -11-11,Z'- W, #'� - -, NOTE: ALL RECORDING REFERENCES IN THIS COMM]TMENT/POLICY SHALL REFER TO THE PUBLIC ", ,��': -a" ,,�, 15, ,., """',``�, 11,11, _ - , , � " � , ,`�,,`,",,`,� - ,,, I I T,�,q�,�� , '' � 11, � , " 8f#07 A'11_ I -1 ,I '�1%1111�,'�,,"',� �, �, , �,�,X_ ,_*,, �_�,,�,;:� "",ii , _:�, �4___ _,�"-",�' �111`�T' I '�_" � �__ , I gg ` �` " , , 2,,,�'-,ir,� � I ",,"'', - � , ��, �I",1��'1'11 , �,,�,,�,�, , ", '' - , -,��,,,� ,-,�, e - OF DUVAL COUNTY, FLORIDA, UNLESS OTHERWISE NOTED. � "_ " i , 'w'', :, /�o ""' , ,�,7',�",� , , , "'' r , ,� , I 11 , �_�,,�,,, ,1,5',�`,&/, , "' , , ,J, 44A'111�1'1'11`1:� ,�',�",',,,,",,',',,�",,�"',"�� """"""', ', "" , - , , - --:--I"I I 1�",� .......", "'''' I*- 1'��'� , "',", ," _:, ," I'll , " "" � _��,�'j ,":,�",",-s-,_-:, y , ,'_......�, "�" ,� �,�� , I `11 """""', , ,",e_ (�, �' Nll�',�,,��"'11'� � ,�/ _,""', , , , , � �,,`,','i _,_�', , * ��. / , �,""""", ,,!� ,�, �:,, � ,1---__-�-�I- ,____ '__ , , I— 15 SCALE: 1" = 20' , '�, -�',-,,��,_, -_",-;_,��,n, ''� '�,,�,, - " '111 I 3. NO UNDERGROUND IMPROVEMENTS OR UTlUTIES WERE LOCATED EXCEPT THOSE SHOWN HEREON. -, 11'' " ,,, ;",O!r"� ",!,',`,"K`,, ��",' r",', " - 11, _� I".", IN � ; . ,'�,,,�', - , , �, � , " �`,,�,-"�',V .......�',,��' �� "�,', " . 11 ,�;,,,,�'"I,',,,, '�� b , , �0` I", , � t .\IV �'I",--�,�,�""�"1;11�-"��I'l-,�',�I'l��,�,�P,41I I rp , - - ,�;, , ��'�""�,��,",,,�",,,,,�'�,��",�',��""",,�",'�, P , ,:- ,!,��,,,,,�l,,,,�",-",i,��i,��I,��,,;,,� 4', I ... ""I, 4. UNLESS NOTED OTHERWISE, NO UNDERGROUND FOUNDATIONS LOCATED. IN 1, I'I,_11-'11, f""', A'r,,�,�,,� I � ��i�, ,,,`��,,�� , I\b OWM _+ 1'�,;`�_,e - >< , , - R ,% ,", ,,� , ',�Mw,��:-,�,`�,�,�;,:,��,,,,.,;,��,,�,,�� Nk ,'it Or �-�',,, " A , ;_�,�� , - 0 # CP 14 -1, �V "�.,i -� ,�',,I,�� ,� �zl,�,:",�,�,_ I -�"*,\ 0 0 � OAM (o I , � . i *.k 11 I '' �,'�,'_, , :�,`,�,,,, MAN HOLE NTH 'o 14 A �_'��,111;-� VALVE .,� TO DOLLAR TREE STORES, INC.; STEWART TITLE GUARANTY 5. THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONE "X" ACCORDING TO THE FLOOD - 'K , 11"',`11, 11 " Nh;, WM %, X ,,IV . W r� PROJECT NUMBER: nVE I I .1 S�� \_ W I I - _ X t�c 1�1 , " , , I SURANCE RATE MAP, COMMUNITY NUMBER 120075, PANEL NUMBER 0406, SUFFIX H, EFFEC JUNE , 1-�;"�,,,�54�,,�,,��l""I'��,,�:,,,,�,�", " �,�, '-$ (b � �1\ I COMPANY; CDA HOLDINGS, LLC; VANDEVENTER BLACK, LLP; � ,,,��,,"��,,,,,"�,� ;,�,�,,�:�:"'9: 0 TOP EL.: 12.72' - �C�, * ,�v, ., .111, X - X :e 0 n''�"�,�,�_�, , ,�`�,"',�,:�,��""�,'�,,,,�,,�,,,;� t` 5N t,�� -1 1_2 D13, FOR THE CITY OF ATLANTIC BEACH, FLORIDA. �111 oec�P 250.00'(P) U Ln 11'1111� , "', ,��,, ,,,,�,,,,,�, , � X � X - CY, LP: 3, 2 ,�`,I,,i ,��"""5"""��,,�,,,,,':�,��",,,"',,��,'i `�, OC 6C �\ 0 OWM 0 N88-36'45"E(P) �� 0 1 X � THOMIM2 _-, -<,,'�, I * ","""'; ", �'T ,b. N 249.85'(F) 4�" 2- "- I.. 6. NO EVIDENCE OF CURRENT EARTH MOVING WORK, BUILDING CONSTRUCTION OR BUILDING ADDITIONS �;,_��i I ,,,,,,,,�,',,P�',��,_,��, 0 N t" IV I 11"IN ,,�,',��,,,�';�,�" 1�,,�� '�', I.... .. �, ,'�""',��, 1`1 1b. N 11 ,��_,� ,�_y,��',';',', �, '� ��,,', ,", 1\ -Cr- a___M3-_ WAS OBSERVED DURING THE PERFORMANCE OF THE SURVEY REFLECTED HEREON. ,y"',�, "'I" , I 11 , �_ ,1�� -- 41, WM -[!"* S88-19'38-W(F)+' 6,_ C3 THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON 11111111111111 I�� ," �,��, -,, ......!! ,�":",'','�ii�!,,�,, "t,1�,,"�i,,,,� � , I ,�'� . _,_�' 1, '' , , ,��I � � "�,,,��.............. I 1 4:��' co FGM 4"X4" MICH IT IS BASED WERE MADE IN ACCORDANCE NTH THE 2011 1 .. 7. NO EVIDENCE OF SITE USE AS A SOLID WASTE DUMP, SUMP OR SANITARY LANDFILL WAS ,,�"",."",��!,�":�',',"��":,�, ,,,,,,,,,,,,,,'�K , - ,Z'��_1111� .�� ._�p I NIV MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/ACSM LAND SHEET NO. ,� !e,�§,,' ,��,,`,,,'�,�,,-,,��K-, OBSERVED DURING THE PERFORMANCE OF THE SURVEY REFLECTED HEREON. """"`�,�, _�� ,�� ,',�,,,,�,,,,,,,"":�,�!",�"",�,�'! 11,�,',�',, ,,,,, "'�,l �,,�,, ,-,,,�, I ,,,� , TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND 11 -11 N. LINE OF FAIRWAY VILLAS I I , , 11 I-11 I , I I Ili 1_ , I I-I , , , 8. CERTIFICATE OF INSURANCE TO BE FURNISHED UPON REQUEST. ,�x" I ,"'i I'�, 'I, I �I 1 I ,� , I � 1 , � , i',�, I -,�,- �� , !:,-","- " POINT OF COMMENCEMENT PLAT BOOK 39, PAGES NSPS, AND INCLUDES ITEMS 1. 2. 3. 4. 5. 6(A) (NO ZONING ��"" ,� el , ",� I'll I,, 'I,�I""'i 1;�,�, ,,, -,-�_ �,",:'','�'4 �_;,, �/_ ':,��'4 ", ,�/�,�"I � _ - ,�11 , W ��,��,�,:�,,r,# �I I I 11 I I ''I I-8- �i�'.',�,,� �,'r,,,',, NW CORNER OF . - I ,,� i 11�1\ REPORT PROVIDED). 7(A). 8. 9. 11(A), 13, 16, 18, 19, 20(a) AN I _',, ,��,__ '�,, - 9. SITE DATA FROM PRIOR SURVEY PROVIDED. (ZONING REPORT IS REQUIRED FOR CURRENT DATA.) I I ��,'� ,el i',�Pll , """v _--,',�,,,,',�,,,, ,�, FAIRWAY VILLAS �, , I I , �" �r� -`,_�_-�: ,�,�, , 11 4," , �,"'k',�",',�',,"�Zl,,'�,,�",'��', - ", I ' ' � - I 111 , , ,��',��",��,��J/ � -11 , -22A ?J OF TABLE A THEREOF. THE FIELD WORK WAS COMPLETED ON � I � , ?W,' �:I �, PLAT BOOK 39, PAGES 22 !j , 4V ,�,,,��,,",,,,11 � "I f _', 'I, , . .- -,,, ,", - LOTH -- 0 I ,,,�� FCM 4"X4* PRM 3398 SEPTEMBER 9, 2014. BUILDING SETBACKS: FRONT AND REAR = 200 FEET / SIDES = 100 FEET Nl�l I... ._� "",-1,I I -- 10. CURRENT FLOOD ZONE: *X" (NOT A SPECIAL FLOOD HAZARD AREA.) N11*N . - , - . . - . , . ", I - LOT 50 LINE TABLE I 8" RCP 10 12" Kt,r LINE LENGTH BEARING AND 11. EXISTING DISCERNIBLE PARKING SPACES: 1 (ONE) PARKING SPACE FOR THE DISABLED. (SHOWN lb� --** GRATE INLET LOT52 FAIR WA Y VILLAS L1(F) 49.88' N01*41'55-W HEREON.) INLET I I (81�170P` EL: 14.80' �, __ A TOP EL.: 14.70' INLET I - 'W I HEREBY CERTIFY THAT THIS SURVEY WAS MADE UNDER MY I � 1 12. EXISTING INGRESS/EGRESS ACCESS DRIVES TO PUBLIC ROAD RIGHT-OF-WAY (MAYPORT ROAD) ARE 2 THROAT EL: 13.91' TOP EL.: 14.65' 113 INV. EL: 12.10' PLA T BOOK 3 9, PA GES 22-22A L1(D) 50.00' N01'42'10 DIRECT10N AND MEETS THE MINIMUM TECHNICAL STANDARD SHOWN HEREON. SUBJECT PROPERTY ABUTS EAST PUBLIC RIGHT-OF-WAY LINE. I zle INV. EL: 10.30' THROAT EL.: 13'86' (A I L1(DOT) 50.00' N01*42'00"Wi REQUIREMENTS OF CHAPTER 5J-17 OF THE FLORIDA N. & S. INV. EL.: 5.40' _: E. & W. INV. INACCESSIBLE 0 ADMINISTRATIVE CODE. a 13. ZONING FROM DUVAL COUNTY PROPERTY APPRAISER WEBSITE: ACG (USE: COMMERCIAL) � I rn _U Y 14. ENCROACHMENTS, IF ANY, ARE SHOWN ON THIS MAP OF SURVEY. I 1_� 1112012014 ^' JERRY R. CARTWRIGHT DA 7E SIGNED , , - - -, Eg �� WI 1��E�YD�.-�.E� 1__4�_��,V_�� ,�� A.,C�-�-------,---,-,-,-^-,---,-�- ,.��,,, +_:� T __,_`� �:�- _�� 0 ,b N, � _` 11 I � - , -, I , ,-, � - - * 1P , 15. NO EVIDENCE OF ON-SITE WETLANDS WERE OBSERVED OR PROVIDED. I 0 F 1 MAP OF SURVEY - ____- - __ I I - _____- I SURVEYOR AND MAPPER NUMBER. LS-4525 1111111111111111 . __--__ ------- __ �_, - � ___ - , _ , ,. 11 __,� , - , , - - -_ �,� , " 1. -1-1 11 - , - . I 11 � ------- ------- , ,�_________� - , � , , - _ -_ ,�,�- - - - ---I---- ,-- _ - 1, I - I �_ - -- - --__-,�- - � - - _ 1 -1 __-, - , � __ . - � , I -____--- - � _ �, - . I I - - CITY OF ATLANTIC BEACH NOTES 0 7- -A" I" 7- -M -q "M 14 7- - - - S..!) All construction shall be performed in accordance with the approved plans and comply with all standard city policies and practices. City approval is contingent upon any required state or federal permit approvals such as those from the Department of Environmental Protection or the St.Johns River Water Management District(SJRWMD). r ...d UTILITY WORK Plan approval through Development Services does not include utiliiies. Proposed water,sewer or electric construction must be approved ��®�� ® }�)\yseparately through the respective utility company. In most cases,this will be: 2321 �,(CITY OF ATLANTIC BEACH PUBLIC WORKS � 1200 SANDPIPER LANE EA I/■//�, F L "IDIDA 32233 ATLANTIC BEACH,FL 32233 �� \\ 904 247-5834 d� dd�� ,f� � Il J/ \\ „/// 9 WORK WITHIN THE RIGHT-OF-WAY DUVAL COUNTY FL CITY: Except for new subdivision infrastructure construction,all work performed within a City of Atlantic Beach right-of-way or easement 9 requires aRight-of-way Permit.The contractor performing the proposed work must have a current Right-of-way Bond on file with SECTION �9 TOWNSHIP ��9 �� 29E Development Services. Right-of-way Permit applications are processed at: FOIR CITY OF ATLANTIC BEACH PUBLIC WORKS 1200 SANDPIPER LANE ATLANTIC BEACH,FL 32233 904 247-5834 STATE:All work performed within a state right-of-way requires a permit from the Florida Department of Transportation(FDOT). It is the DYNAMIC COMMEIRCIAL liLRIEAL ESTATE A S developer's responsibility to obtain required FDOT permits or maintenance-of-traffic approvals for work within FDOT right-of-ways.The FDOT regional office can be contacted at(904)360-5200 Any changes to the approved plans needed for FDOT approval must be submitted 11 I I ��I. — }- ; p ¥ te a;> - C 0` ` nom+.. & ., pj ,Zt �,z,`a. .� �` ;v ' '� €' to Development Services as revisions. I'll - � , 11, E N „d F1'i}F;w,s�a,r.� �� k t R 3�:. ' l : 3� ? @ � 9 1111 0 STATE ROAD A1A MAYPORT ROAD =' 11 Adjacent State Roads: �11 a , _ { r., J +�' sp: , *zv aa�,. rt h 3;vZ>v>1. i �� .r 2� W'E A z: v yam, a � -p•' ,. ".;i v � ,. I�. ,`�`.. •-, - �., " fir ' '5 „, as »: _ x.. z , D: Railroad companies may require special approvals or permits to work within their right-of-ways. It is the developers s w � .. RAILROA a oad p y q p pp pp / a �... r ..� :� 3. r ..r.z i �, s e a�; �, rAfi's,ri .. '�/ ,_. mom.. . .,.�. .L, ,.. .,',' *� s, :••* a..r,. : 9 .. ... I right f wa owner before performing an work within their right-of-way. �,Y-; ., a.. responsibility to obtain permission from any ra Iroad o y p g y � <E, y a ,k z s :_ -, \� .a v �.y� - ca �'7 t 3 '�,t�T'� at e x .2�.� ...,. STO�I�WATE� 11,HIM, , ,, o € a v i,'. ...? 2' " _.� ., °`ilwl ' �{..�f � ,�` ,`y Nth P110, t a. ,a, I - g£y w+€ i� +- -. v z �u£�i t j��v � i j e nv a e I..`7, � � `: ll y > ,. .. Annual reports in compliance with the SJRWMD stormwater permits are required from the maintenance entity of all stormwater management 91 s..f, -� ,,.., -- P P P q y 9 0 '''z'r i y ,� s'z # f jf�, ark' { a E xc .'I,� S» 'v facilities.Send copies of the reports to: nM. � ` N h T P P S , L �` d GK bh S 11 CITY OF ATLANTIC BEACH r IN ,s 3 a F r PUBLIC WORKS k, i-. , nv.. \ a`''pt j "� Z. ,s ,11 i 1 � t 5in ,, ! 1200 SANDPIPER LANE a as t-' gg' ,, A v"' ' ., IN D PIs , � dx''. i� x {' ATLANTIC BEACH,FL 32233 *, e e � ( f"� � k4 � 1v 3 -;i �Sw , ' -- , - -,, -, � � , , ,, , ,,,,,, ,, ,,��,� ",-- , 904 247-5834 -z .,J -x w '�Lf.;y.f ::s .r.: .s r: ,. ,n ,..^:::' a�� : ",""'o, ,,",",�a''s. . The owner of any project one(1)acre or larger Is required to provide a Notice of Intent(NOI)in accordance with criteria set forth in the city's T ) NPDES permit within 48 hours of beginning construction. Send N01 and N01 fee to: �� m . 'l— IT � -, \,� " ,,, Florida Department of Environmental Protection \\\ 4 NPDES stormwater Notices Center,Mail Station#2510IN s''4 I ; a k ` �s 2600 Blair Stone Road ` a �11111w s s� 11a ` Tallahassee,Florida 32399-2400 b a zkS x jY \� t��,�E, ,��,,, (866)336-6312 Al r �,1 $r' '� ''z \ F ,ra s` .. ,1v## a .� , http:llwww,dep.state.fl.us/water/stormwater/Dpdes/ 41, ' f t � �� -1 wu .� .t.?.x.:�- t; Quality Division before beginning construction: € The contractor shall contact the City EnvironmentalQua ty g gV. t y F fib✓ aF ^S 3 �, j'F'�J dh t d I' Division �` � ' r� azo has �� ,il yv1 \� 11 � . 5 t3 �. —° ' Environmental Quality iv s o3 s ` v v 407 North Laura Street,Third Floor r € s Jacksonville,FL,32202 �'' v ,WEa - � � ° r �'a. r t Z 1 (904)255-722211, u \ t v /y z ' / w " - FIRE � X .1 X VICINITY MAP Plan review and approval does not relieve the contractor of complying with all applicable State Fire Codes. NTS- ` Underground mains and hydrants shall be installed,completed,andin service prior to construction work. Underground contractor shall submit to the Fire Marshal for approval complete specs for all underground pipe and fittings relating to fire protection PRIOR to installation and inspection.Contractor shall include manufacturer's name and pipe ID along with contractor's state license number. L.i x �I x A Site Work Permit is required for this project. 1-1 Tree Fund payment is due: inches at$ = $ I 11 Article 25 funds are due: I inches at$ = $ TRAFFICS ENGINEER ING I � -- GENEIRAL PIROJECT TRAFFIC SIGNS , INFO]RMATION Metro Name $55.00 ea. . Standard $55.00 ea. GENERAL City Development Number StopNield $55.00 ea. Concurrency Application Number Design $55.00 Property Appraiser Number(RE#) 169398-0410 . Zoning Designation CG, COMMERCIAL GENERAL Installation $55.00 /hr. PUD Ordinance Number N/A FIRM- Community- Panel 120075-0406-H TOTAL Flood Zones (Show in Plans) ZONE "X" Base Flood Elev. (Show in Plans) N/A Vertical Datum Used for Project NAVD 88 Streetlights Required NOTE:Traffic sign costs change from time to time. If the costs change after plan approval but prior to payment for installation,the developer must pay the for the signs at the current costs.The above total assumes the subdivision will be platted as one phase. If the development is SUBDIVISION platted as separate phases,design and installation will be calculated separately for each phase. PSD Number No lane closures allowed from 7 a.m.till 9 a.m.and from 4 p.m.till 6 p.m. City or Private Inspection N/A Public or Private Roads N/A Subdivision ("911") Disk Provided? N/A V EIJLDXTICA L SURVEY DATUM NON-SUBDIVISION 'S NOTE: /01 North American Industry �<„/I 11411�' ELEVATIONS SHOWN HEREON ARE BASED ON NATIONAL GEODETIC SURVEY MONUMENT POINT Classification System (NAICS) N/A 1`1 0-P IDENTIFIER: DL5741 LOCATED 2.25 MILES NORTH OF THE INTERSECTION OF MAYPORT ROAD AND STATE Impervious Area (Sq. Ft.) 45,408 S.F. HIGHWAY 10. FURTHER INFORMATION ON THIS BENCHMARK CAN BE FOUND AT HTTP://WWW.NGS.NOAA.GOV. DATUM CONVERSION - 1.099' N.G.V.D. 29 TO N.A.V.D. 88 ELEVATION: 13.52' (NORTH AMERICAN VERTICAL DATUM 1988) \0� 11 il{1111// gg N N C I'll -\ "k-1 -,11 111 �'/ o 09= �l L GCS' OWNER: DEVELOPER: CIVIL ENGINEER: SURVEYOR: ARCHITECT: GEOTECH: 'a � AA ;: _: , ., . " DYNAMIC COMMERCIAL THOMAS ENGINEERING GROUP EBI SURVEYING CLARK, G 'ER, LATHAM & KCI TECHNOLOGIES u, E U "r- DOLLAR TREE STORES, INC. N : Ire I €� c €a �n. 77ai3 . c 500 VOLVO PARKWAY REAL ESTATE ADVISORS 4950 W. KENNEDY BLVD.,STE 600 8415 SUNSTATE ST. ASSOCIATES, INC. 20 LAKE WIRE DR, STE 120 - �- CHESAPEAKE, VA 23320 ONE COLUMBUS CENTER, STE 600 TAMPA, FL 33609 TAMPA, FL 33634 3901 SPRING HILL AVE. LAKELAND, FL 33815 4950 W. KENNEDY BLVD, SUITE 600 11 21 14 HR :: �, - � �"- ATLANTIC BEACH, FL A 36608 ANU SAXENA, P.E. TAMPA, FLORIDA 33609 �`} , t J� .. TODD LITTLER VIRGINIA BEACH VA 23462 DARREN T.R. EYRE, P.E. ERIC BLACKBURN MOBILE DTE .P .:w CON I R U c riON DOC UMEN rs T3 D 1 LX1\6, ,x E E (P) .757.321.5000 D. RICHARD BUSHEY (P) 813.379.4100 (P) 813.886.6080 MARK ALDRED, AIA (P) 863-644-8300 Phone: (813)379-4100 REV. DATE DR CHK DESCRIPTION D.A., �, cR%.I'E� ," . CIVIL COVER`SHEET (F) 757.321.5292 ( ) O O P 251.3 -4.7073 Fax: (813)379-4040 ',�Q, I er2'1 P 757.333.7504 F 813.379.4040 F 813.886.6081 ( ) ThomasEn ineerin Grou com DOCUMENT CONTROL FLOt� DA'AldE E ��7996 (F) 757.491.9652 (F) 251.3 3.9179 g g p' FLORIDA CuRT16 UTH.No.27528 PROJ. NO. FT140062 DWG, NO. C-1.0 I . . � -o �, I ')�, - 4:2�__ 1 �131 I , ,,�, 9 1i-',',__,__ `% '� �, , .3p it v ,,� -11�1-�,� I 0�, �i Ill ,��,, I "I , '� 1111LZ__ - , __ I �` " A -11 ' \ I ,,�'f+ .�..1 11 � ......- �_�', I'll "__�',_ , ",-,- , ____ I I +< J,� �� ...___,�Ifi , ,... I'll _11111-1_ I -1 I �, . . , _-11111 I 1 11 Ig I I " , -, " i "-,-- . ......- , _9� -I-- - ----------I I I � _q I I , � 0 Ill \ 11ill I , ,:,-,I I C1 0 11 � I V F WATER / I _T_ i I DEMOLITION NOTES: \ 'i I I I Ill ,,�.,��,� j I � ....I I 1, . EDGE 0 � ,I 1 1 I I I � ,�`�� 9/8/2014 - ',�- I , 'l . I I 11� I ,,, �,, !I 1 1 1 , i " , .1,:_..:.":*,, ill N ,,�� - 0N I 1, I! 1 , , + I I 1EI11111111 I 1. THOMAS ENGINEERING GROUP, LLC IS NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. 'Ill I", ,.,:<, lil I I r'JUILDINIG ,�7��'- .....t, I .., i 'I F,F. EL,-, 11.1' CONTRACTOR IS TO PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER, FOLLOWING ALL "'"" z z I 1�bl 7- ,A. I I I I ,N' \1' I \ 0 i, 1) Ili" \ , \ . I I iii., \, 4(T� � I -�'.,,� "fl, , Q �, I ,��_V,"I'll" 11"I tv, . , � I I �l, 14 IIIII A , I . " "I I ,, 4 -�M I.. I I�% it I' . , 11 ,�r � , THE OSHA REQUIREMENTS, TO ENSURE PUBLIC AND CONTRACTOR SAFETY. 1 , ,�. J"�15, - � I 'Ili I'Op OF , '-_� .�I�p ,\". ..*.'-, �4� ", 11�11' 1: 11111 !%-�,��` I I '2, -_ ,''I , I " ) I I I � . , I 11' .1 . 11�1) ff " ,\� 9� I - .., " I I" I'll UAM,l, I j I � , I I I -, I�J I i 11) -- , __ , — 1 4�__,_ , -_ , _- 1�___ , I ,, , . � ,----- "c� _J�11 ,'I vv " I . . ��; ,�,� '_::7, I Ill � q11 1 ,� ___ , , -, , 1 2. ALL DEMOLITION ACTIVITIES ARE TO BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND I � , "� I I I t . -- . -_ � ".. I - I�,Y Nloii,r....OF-v"'Ay I - � I I §§§§§ , -T 111�1 .: EASEMENT PER OFFICIAL .......�,t: -,-- _1> — . -_ I 1-1111- I SPECIFICATIONS AS WELL AS ALL FEDERAL, STATE AND LOCAL REGULATIONS. ANY DISCREPANCIES OR .-:-".\ �1, I q1I 1'.11.1 �-,I- OROS 81OOK 5810, PACE 225! t_� I r", ov, I l W lP, I 1,,,, - , .1 - I I . 1111___,�� — I — _1111", I ,,� I I.'.I . I I ,�`..`,��! 11 I , 11 1__- I 1�.":�'��','\tll� I I - . � - 5 -- I I--,"-- .-,, I --,,s, — A_-- I , DEVIATIONS SHALL BE IDENTIFIED BY THE CONTRACTOR TO THOMAS ENGINEERING IN WRITING FOR ., " , . I / I- � �,,�,- - (y 'in" ,; :-,,,� - 11 "I , ,�� 114- 11 1\�, .;--�,�- - 11 "'I","".", " r,1� I I. , , - RESOLUTION PRIOR TO INITIATION OF SITE ACTIVITY. 11, 11 I �, , , , -, ;;I.,�ii I � : Ili - , ,5 ---I',-,,- -,I",-",-",----",---�,-��,,�,�11.11-11,111.11 ,''�,� ' 'N -I , ,,, '3 , j � I " - - i - , ,�) "'com,((,)) I I , I -I I I _......-11l I [1:," * 111 ,� ll, , " I 11 / ,\�, 'PH�38`17'50"E(D) ' 0� __1 � ;� '' , � , "I � � I !, � 6 1 1 .,.-..,. �, 10,11 � >"--�- I, I. AV 1, , , , "I I W, 1, , � I' 'z�I�,,.Ll is�,([,-,,I � _` I I D , - �� ,191 I I , (','��,3 (j, __j�,, ' ,� I " - �ji" '. ' -'t 17.7* --- I- M 4) __-----____--_ , '�",�� !, ,.11,1'5� , /�,,�, Ill I 1 "I'll" I, - � 11��11 ,� �"t',,',,-� 11_____1--__,_______, __ __ � � , � `�'� ......F,�,-_ ��""`-,.,.�'�"', �, -�` _ ' d' - � I . ��1:.�1,I `-,�141�_�, I ,_'�: ill -X....V I 1�_,' - jq,881 9'58"E(C� j3 .....__q,,�_,v_,�___ --,,-I-,-- -,- -_11______ I �,.',.,,�,�'. _,� - - --,- , I t �', ,V, I 11' 0 / ill .�<,�! �_,_______ - ', , - - - I I , I , . . ____-,--- , - "', �,t V I <\' I :�. I I... �, q I " 3. PRIOR TO STARTING ANY DEMOLITION CONTRACTOR IS RESPONSIBLE FOR/TO. **...:.. il 0 , ".1.1-11, �,'�� , ....:... " ____,__,___'_... .... -, �11 I ; 11".�',',,,, ". . qt��."ill � - -L A i'll " , " , " " I I., . � � 11.1 I ��, .. - -- .. I �� I .�_jj I,�,,, ..:. " / Ili fR'-,�',',,t _,,,, --------------_,______'111__-11 , 0 1 i �, ,,�� :- :�'".. , * * �_,�' I ,"1 Al I �::. I � ,''I. -.1- I . ...1�. .. " - I "I'll-,-1-11111111-k,...11111_11_11_�Ilm -1- _r i I ,� '), A. THE CONTRACTOR SHALL OBTAIN A SUNSHINE STATE ONE CALL LOCATION CERTIFICATION PRIOR TO ANY F, I , I "� I, I k'R'," ,:-.:J,"-", S I, o � I I..:'....::�, I � , " / I �I"I "I 1.- ,,I . ,, :-.-'� ,,�,�,, I ,'�� %, , 11 1 1, z I I I a ,, , ,""m 11�1; 14, � I .,11 20 10 5 0 20 t k 1111 t�..:::,'.. 11 1 EXISTING WATER METERS N�l , , 31 / ;," 13�, _'�'I.' �,,I�". �, t�,�� -1...i,4�_"_ 1',U��1fv.00'(FDO1`],' ,,,,------— �,`�,,_,, .-,I ( SAWCUT CONCRETE , .<bl CRETE lV`1 A, I , EXCAVATION OR DEMOLITION. THE NUMBER IS 1-800-432-4770. �llz/ , ,�"I'll- 1 , I ..-..� 1. , f I ill � k" EXISTING CON 1�), I I I" "' ", _11111..... _',�:_:...�_',,,�,� " I I Ivi", I TO REMAIN 1�1/ ii-, � I '�15 .1�,X�, k-11 11 III' 1,:.-,..,-. it , 1:��, 11 -,,-�,,,,,t,,,t,,��,',,,',,-,,,,;�-:7"",:,--!, , " '' 5;� B. ENSURING COPIES OF ALL PERMITS AND APPROVALS MUST BE MAINTAINED ON SITE AND AVAILABLE FOR v , , .�,�-!I I I DEWALK AT NEAREST I . I PADS TO BE REMOVED CONCRETE 111, f) �-,,�,,,:11 t �, "�', - ��, I . . . / � � , j FENCE I I IT I I �,,, REVIEW. , � I � I !,�, � � I JOINT IL r*-`,,�;.' -8,1' --, I__-, 11 (To B � `,____ ID '11- I 161 ,, 11 E REMOVED) URMIE INLET 8 "� , , I I i ,�Ij �...%- , , - it............----------- , ..... , 1"=20' ,�_",` �� ,�b "" - - �, �� I � - `� 'I" TOP EL: 11.4 ' �n,�� - - \1 �, ,�.� -111-111, �y C. INSTALLING THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO SITE , ","', , \", I �,_.`:�i"'I'l -� LV I ,� EXISTING LIGHT F l��- � \ , N r. � q� ----I , I , -, - I , ) . TO BE REMOVED �', � t I ,�� , � I "u3\ ------- .:_,,�:�,�,;" 11 ,A� ,,,�,'�\�, "�j � ,eN, --� I',' , I, 'I " I 1.\*1 11 +�\ + -,�� 1 ." I .. N �:" � - 1,il�� ,�) SW. INV. EL.: 8.27' 4, 11 DISTURBANCE. ,�!� .\," " " p E. INV. EL.: 6.82' 1 �0 " , "I 1. - , I ", ,�"b -" ,') �, , , I � ,� -:-�*-:,-.-,-.-:*,:-"-_ b �_, I , , " " " I �, I , �1-1-1'1,�..",:"' I t!.*..,.*-:,--1'---::,- ,, ", I I ,,�x - ------�F= I ___ 7-- _-7- ,��' -t ,"t�l 1- D. LOCATE/CAP ALL UTILITIES AND SERVICES, INCLUDING BUT NOT LIMITED TO GAS, WATER, ELECTRIC, , ., - 1._� .:.. " � ;I -:, ! lI �v, �11�' / I i ��, I � I � : L ,, ,\�� , *�: 1b � �, I ... -,_.. % I I _.L—————— ===, �= 7�—,,'-77 - / ' 1"',�":,7 I- , EXISTING INLET - .. . � --gi----- , '. "� I I . . , -7,-M,_-7--_ - -7-7,- I ,/ t / �� - SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF . == =,==r-- 77/7 I 7 / I ,, //. / - - -_ - - -_ - " I :t. -!:--.-* Z "i V� �"]'S�11 //", - , "' // / � o TO BE REMOVED-- ____ - ___ -- -- -------- __ - 1 4 "I , ,/ / *-�:,i�:�] � 'I H, ...1. . .: , , -VITI / /I , _= 7, �Wl I 1 1 i"I".., � 1 , I - �1 1 . I ,I � ,,,* 1, I ,�r ==j -_ ---. — — -------- — LEGEND. I, , SAWCUT CONCRETE I / �`;77r-77-, ,7=, ' 7) // �e.e , __'__ _ _ � 0'. 1� " " / "', / / - / " / - I 4 - "I -��/, p- 'l� "TYPF�,'- " 1��` / "�' " / / " // 11 I 1., ..'.A - ___ - l I I" 1 24' HDPE .. I ,1�p " I ,�. .. ", " - .p , � / --------............ --' " ��11,-. , ''\ RP'Q ',iN 6W,Affl,DN-- - DISTURBANCE. ,; ,\,��'.%l .., �', � ./�, - N, " ,,�//�",I/, , / I / - - Ai� ,,,0X.4XIIE-4 1,I,p�.l \� L-� ',*� " - � , , / .� - / / --------------------- I ALONG BACK OF I f / I—-___ , 4., ..,-�;i ... ... ef -,4,,- .-,--",- ��T,_B-`-;�_-,-* I ri,t 1-11IN <11 Ili-,," "I� ., -'T.,I *��, I / /' /l, / / / / , __ , .-,--,,, 7' E - T FOR SU13JACENT I "I I,1 1�,\A�l�11 I V, �, ,.\.'. -�� .'P..: �, / / " I / / __1 � 1\� " I I ",'.I I VALLEY GUTTER I . / 1-�7�Z....X1 / _� 11 __ , f'C,1RM SEWER .""I I z.. .....�' 11 / / EXISTING CONCREIE - I ,,, - ,q PROPERTY LINE E. PROTECTING AND MAINTAINING IN OPERATION,ALL ACTIVE SYSTEMS THAT ARE NOT BEING REMOVED !,O,l.1 ll --"-: , ...11 " , // ,� I SWPPORT PER OFFICIAL z............. - \,- .1 ,� , ,:yI / , ,� - I I�.�....._"..... .. , - I ..A.�.'� "'I")',\�, 'G -- ""' - --,---,,---------.. .... -_ - Pi 413 1 CA DES POSSIBLE \� , I �/(_)/ EXISITING BOLLARDS,�(TO BE REMOVED) ,,' / ' / / //I W_ - ., . 1. .,'-�� / / ,. 11, ,� _ . I / ,,-,, :�_� 4.... ij�" I . . I rTER , 11 11 I 11 / ,�,l ,,, " .9 \ � I 4 I E'l-ALOIL.....- - - -111-11-1-1 1<11 I DURING ALL DEMOLITION ACTIVITIES. I: , �\1 / " TO BE REMOVED ,// - , // / PAD AND BOLLARDS / I _"�,\ _5 ", ,:_;'. I I ' . . - 4:,...I-*.'-, / , z l I / ", / " , /I // /, * - -11, - I-,----- . _!_.,,�!...\ _@CgK_.6,L 1_�_j\ 139.8' z [)RAINAGE E A SENT E NIT — --- EXISTING SANITARY SEWER LINE . I n I :,, 1 C?�,6 1 , " " / ,� / / ,,, "' / , " AN ---' _ "I'll'I'll""I-I'll'll""I'll"I ,<��_ 11 " � ,;. ,h/ / Ili - -,A / /" �,,, ", / /' ""',/" / , ED-7_-_'_'_7Y " � " ___ F. FAMILIARIZING THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER AND BEING RESPONSIBLE - I" � ^.'.."- PK ,, �\11 ;I_.._1..1.*A1-.-.-"i�-.'-�-.. ill/ ", I , '�111111'z__ - - 1-111-1Z1111� ��-_,/4 TO BE REMOV I PlPkl�`i,�",:1 - ",,,�i_ I iPl " " / 1, - " , �.....:,,_�,_,X_/,X, _/X 711, , .. 14Y - I ,, *�- , ,.. I. 1, . I � , . � , , - /_11 v , ,__/................7- / " / "", I / " " � i%lr- �� " I% �la. /.� , �/I "I FOR ALL COORDINATION REGARDING UTILITY DEMOLITION REQUIRED FOR THE PROJECT. THE CONTRACTOR ,�"t� � (If , / 1 7 ,,, , / /-,"t �j - - - - - - -- - .:, \ ". _��z , -/, J_Z-z-, , . ", , " ,\ EXISTING STORM SEWER LINE I�-,",.:, .- , .:,� ,11 Z IV-_/ / I & , 'I / / , ,,,,, ,,,-, , ,/ , , I / / � , I EXISTING 7 L.F.24"HDP � 11 . . . EXISTING CONCRETE 1, " - "' "'� / "I " " " " / " / Z " ' " X"Y" 11fl* - .'I 11 11 I �%...�,� �'. , / / Vz" /- " ,,c",/�,- 1 . - "I ,41'*,�, r " I "Ill. .--.,:`-'r'.� , / / I" / / I / / / . 11 / , - / ", " "' / /1' /11 " S .1 I . 1. ,- "e"I'k....... i / / " I � . I .... , 'T l'V,l\ e,-,,v - I / , ,CHI` 0111140i........ , 0 UTILITY COMPANY REQUIREMENTS. � �� I �, 11111� I , / ""', '/ "" ASPHA/LT/ , .111, , -.' - I ' I I ",`�',I' DRIVEWAY ENTRANCE I / e /�,'1 / / ,,,",/ ,/�/ "EXI'ST/ING CONCRETE. "' ' "� I !01 TO BE REMOV 1 HALL PROVIDE THE OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN I -1,�.. 9 ,,, � -, ", / z I , I I"':".,�:,"," .� - %., ---- ---'---'-' 11 I 11-1, I - e�/ " / "'4"'I ,�,�,)' , " I .1 ; I I �:%,... .. I I/ 11 ( /��,/ / A /"'w / " /I/ .�� ll�V 0 ,,\�,,� I —,W--., EXISTING WATER MAIN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND . '-.'.;..., ",1`1\��_i,51 "/��'; ,UllZI y �,,�` ,§1 lep- I V.,:�,�-,_:�:�,j 11 .�, .....I TO BE REMOVED , .,. . / , / / �,RAMP T - I OS I .... , I �11'1 ... . 'I",I �'I ,/ ,/ 1"(T6'BE REMOVED) ,-- / / ,/ 0 BE REMOVED / ,/, " 11�j: �n 0 , "It 11 � 11 11 . ,I . ;, ,/ z "�zl I '. �>?_ ,,,� � - ,/ '1P h 11 �11'I � - . .."li��Ce DOS., VK pl)(h P""', IIA/�Iv �v" , /":P, / // / / , i" / / I / , ,*no ,\9111 G. COORDINATION WITH UTILITY COMPANIES REGARDING WORKING"OFF-PEAK HOURS OR ON WEEKENDS AS , - :. ,:.:. " ,,, / I, . AR I /' 1, Z �"111 "I'll' ,%'� / / I "I J_ . ? , �Z, / � , ,�,� fy I � 1. � " I— I / e ,, --- N ........... " 1 0-. ,\13 1 111L —Ohl—-?'1"1\i`111`_______1__ EXISTING OVERHEAD UTILITY LINE MAY BE REQUIRED TO MINIMIZE THE IMPACT ON THE AFFECTED PARTIES. , "', , / " ,/ / , ,, ,� �, / / / / � - ,1! ..,"." , ", "" �, ", , / ,, -F $, 1 I 1�,'��,-, `1 .11 I , />�TF77 , / "', ,/ �� / 8 ,j I I __�� 11 � - , '. /, I.� '>"/// / ,,/ / I r ,(n , , ,�.."',�_"- , I,,"", I I I ,"'I"":.I .; I ,,--,-, / "� ", "I / ,, / // / / " - - , ,g'm _T- , 11 I ,, , - IT I �,',I I I .11._*.--:-:_-1'. . 1. I ur", , ", 11�1 /+ / / / / ll "I 0�0 .. �,: I 4b I . , , .:%k *1 v 1% �" " I/� I " " " // - 11, I. '. . -;1 -., I., , ,lv , , ......I I /'/ , I // , / A./,,,��/," I" " _?� � :1 ,,, Ill. `.---_*i`- 7�/ " ", ' X., � / / , , I I ' . . 1\1 // 11,ci,"* r" ,o�* � t , I " _)� , I " , / / .' I ), ' ' .;�;0,1.-,",t�,J;-, ... ,,, ,/ " ,, I �, , " 1, , , / ,e " -7'. , ,// - �,!�t,I ,.,"':--.,III Iv // 111, / ,\�,f "", " , /I , ,om 0 H. A COMPLETE INSPECTION OF CONTAMINANTS BY A LICENSED ENVIRONMENTAL TESTING AGENCY, OF ALL I t�,�.-1 11 11 , I IX,,"",/'/'*"� , , , /I'll,� *��EXISTING 107 L.F.10"PVC I! ,_" . � 161- I , ,ep,lli ,A I '..% *... " , " / /lq "- , 11 " � . / , / / /11 � -< OgS-' ,I , - -'-, " " / / - ,�.,p'vc,>/"'% " "" / " / I ,/ ,- ,- " I / II _t:� I l" , l .� , , I ......... / ,/ I /�/ � I p� .� l/ / T, I / I -� I- .�-�.' ...�t,�,�x, / //// /, , , �1` c% 0 - I —0_______�, __ EXISTING UNDERGROUND CABLE LINE BUILDINGS AND/OR STRUCTURES TO BE REMOVED. SAME SHALL BE PERFORMED IN ACCORDANCE WITH ALL , Al. 1 " / '. ,-V 1- ' - I '1/ I / .11 / / "/ ," "", / '1� � ,,, / /-, / , II*;-,�,,: ,\ TO BE REM TO BE REMOVED .11 1!1:) 14 .1. �* :1-1 -_n4 / ,,, "I , OVED -' 139.4! ,, I 'l llt� 'I',.'- \ .1 ,,�)X ", , �� " , " APPLICABLE LOCAL, STATE,AND FEDERAL ENVIRONMENTAL REGULATIONS. ANY/ALL CONTAMINANTS SHALL BE I.) 1"" I I I _� I "r , / / / / EXISTING CLEANOUTS/,'/',, / , .;4... 1 EXISTING LIGHT POLE 4 - z . I 11 " ' 1111 /EXISTING BARRICADE,."" / // "I" 11 /11// / / /I / 1 �1'12.7' 0 �,, _t�___fI-,---"---- EXISTING UNDERGROUND ELECTRIC LINE ,,,, /I�,/ I / , / / 11 TO BE REMOVED ,, ,,, /"/- ,,�i' i Tj" (A REMOVED AND DISPOSED OF BY A FEDERALLY LICENSED CONTRACTOR IN ACCORDANCE WITH FEDERAL, ,�,I ,:, � \ , I . ...;-��' --�;,l, I .Z�,, /t, , �" " "y ", � " 11 �/� , , , / �'1111 I/ , I " .1 , I , 11I.- I 1&114 . - �, �,,ll TO BE REMOVED , / �'/ " - , // / �', , , 1i I , , ,b - - � I . I I I&, - z- � , , 11 "" �..../ �"" / , / / / / .. .... ___11 I , , / , ' .v , � // / ",C'�" "' , , � . I I",'III 11 .; , / / "I 1 "I'v, 1� , , "III, STATE,AND LOCAL REGULATIONS. ALL ENVIRONMENTAL WORK INCLUDING HAZARDOUS MATERIAL, SOILS, , '�, I I �\� \,�' , 'V /imr/ ,- ,,I / , , / / / / I', � !2 . �\111�� , I c "I / � �_! I - . " �.4 .- .L� /` , , 11\ r- y "II["', "" I X,"2�.,,:-'21_,_ y * , ...I , "L �I-, 1�1'1� ,� "I Z/ 11 � , ,� " ,� . \ 1, (,! ' — \ I\ ,,0, I V, / /I " /1 "Ill + -, I,.:\5i`:I1 \� , , rl'�,,, IF/I / 11�11 I I'll .11 / I., '.. " I � I- "� K I ."'.,. ,�l - � . ..�� 19 100 N'11, .!�l'.11" , I I .� " " � � Z/11 I I�'�""?IT I I 1§1 11111 , / , �� ."".1\11 \1 'k , A ;��-- , � � / // ''. , * , I �; i I-11 I \)'-' I/ ;",..,. .,- �,/l,.o,, ,// ,,, ,�� ..� " A __ ,,!o " � ,, ,� " A �V I ::�; , 1`� EXISTING STORM SEWER CATCH BASIN/MANHOLE , - . � , . -:_ / -, , :��_...l. ,\ V _ _�� f'�� , .",",""�1'111 11 11 \ , ", ,I.,. r"I'M , I Q \ 11�\, I - 41 ,5 !I '11 ( I _1�I :1 �1'1 I 'A / /' " :- , '.... ""', I �"- :�o . I � ,�v �v *?p , I ASBESTOS, OR OTHER REFERENCED OR IMPLIED HEREIN IS THE SOLE RESPONSIBILITY OF THE OWNER'S "� 5 / I --,-.:i'fr�', I , ii -,,,�Il ,�)?V',�� All// V / 11,_ ..9� / . / / I 11�, 11 � X 1 3,00 EXISTING SPOT GRADE ENVIRONMENTAL CONSULTANT. 2 , , , 1,..`-:1 zi � li? _�c - , ( ' / I . \ ±: ;� \ I Ill -�,,, , ,PE' 11 I �� ,�\ � "'� "�' I � , it, ,1 -, ullS NSE11 I / I � ........._1 I , I 0- I k., ,I � ,\\,\" 11 I / v , I"// //<�,?� I I I "'O' d �:,':,. I III I . I n.-,I /t v .,;,� I,_, ...... 'ii I* � I ISLAND (T�PR,'ALT �"�-.'-./ / / I / ,,� ,4?r 4_ .1,�- 0 C, 3 �11 :., I '111i'll, / / " ,I...- / / " - / / I/ / v 11 `,1 4v,� ;;%;, . I J�� m �'. .�� 1, j SAWCUT � -, -, 5 ...7 .11.1 11/ � " "T/1/11//'1/1" I / / . / " I . ,.�' , ,U��, -�,� 0 26" LIVEOAK 11' HOLLY � 4. THE CONTRACTOR SHALL PROVIDE ALL THE"MEANS AND METHODS" NECESSARY TO PREVENT MOVEMENT, [-:� ,,, / I / _ " . . . , I �,// , . - /It" I , I..- � I I , , , �l� / / / I 1� .A.--i./1 7.5" CRAPE 10' PALM REMAINING ON OR OFF SITE. THE DEMOLITION CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS OF DAMAGE i;; p�i , - - I i/ " / . ., . ","" === - -,\,\ 'I" ` 11, ,t/ , ,� 1, -) -- I CONCRETE ' " 7, ,!\,, - Ir - 41__i;;��t!�:�_�, �`"ll-, -11� I c ,\......� ,�,, a 41�� :SIDEWALK AT NEAREST � " , if " ,,,, ,"", ,I , /�,,�,,o,,�_, *. � "Ill ,,,,, EXISTING TREES TO REMAIN � "I , P I / / / /, '1� I "I , / ,", , �zll,lNl� _771 I " , I * 0 ,� ,,,,�,',�, 1:,-��.l I ,,, ,,, I'll I 0 SETTLEMENT, OR COLLAPSE OF EXISTING STRUCTURES, AND ANY OTHER IMPROVEMENTS THAT ARE " " 1- I I r\,��-- 11 / "1!4!, A Et'�� , v � 'I" .,I 11'k <l,,�, ,�" ,6 '"', �` . . , * , � , \11-, , ,� "��_� INV. EL: 9.94' 11 r� , . "I.l, i"N' I il� / / I L"�" .,&., - , -1: . .. . __,.,.1. I- � I �!,� -i L"P C75 11/ IT' / " � � " 1"',,'�'��:�,-! " I �,�4 - /'11 � -..:.. - / / , 11111�11 11 I- " (fdE�ERLMdvtb,I ,6 1 . /" �/ / / / 7' .� , , , �-�!, " I "': JOINT � / ..O... .*� � I l// I .1..,.., - x�,��v � I�., 7�", �� . , ,+, ",r;I I I � ,fl --- - ", /I ly ",", I /' / " /_',11 / - I . , -6", I'' - I , ."', "I"", (1) \,\_�,"I I I" �,I ,�Z-vv I .... ---, / ,,,'�� 11 , , ./ .-�1- / ',�-, 11 TO ALL ITEMS THAT ARE TO REMAIN AS A RESULT OF HIS ACTIVITIES. ALL REPAIRS SHALL USE NEW "\ I ,,, I "I 1 1 ,::"'.,�,,j I / , ... " / / .. / , " / I � ,�""" ,,�,,] Ili I - i 11 N<\\\\\\\, [ ',�'E'1�_,!,�It,/ / "", L/ , .v , N / ,� ,��l \?, I''� � I I lim ".'�-"?::�%':'j , '*-' / a / � / / y y', I /, / """, I 1\�, y 11 7.5M 26 10tv 11c EXISTING TREES TO BE REMOVED 11 , MATERIAL. THE REPAIRS SHALL RESTORE THE ITEM TO THE PRE-DEMOLITION CONDITION. ( ITT "I .m. I I -�Z- / ,,, ".1, ,,, ,,, / / "I 0%4%.% lk / - ... -N,7 1 1 .11 " � 1i ,Q � " 4, v, I " -rf'c - A I�/�; / "' / / ':*,M:; I ,\ EXISTING FLUME I _,l, , . "X ;m X :,:,'I- I' ,:;Tz.) 11 "ll, / " / 11 - - W , " - I ` ',�', ','\\, , v , �� -1\,C X I .!:: . / I " / 1\,�, I -) 11' A , '%,), ,r I I . / ,, __1 . "c) " �"A p , - 11 'Y - / / 1.� . ..I*/ / " / ); // / / . L I .1,11- " I , ,t]Ill I.-_�,�� 1�, -:J 11,,I;,,,��/ i�'. , . TO BE REMOVED , , / I "' - , I , , ,It', 1-1 / j/ " / / I / ,-/ / / 11 , I I`�,,'.`.:.."] 111 1 �2 , il"'. I q, , �, , ., ", I . "I / , I 1� N�) 1, / / / EXISTING ASPHALT PAVEMENT TO BE REMOVED 5. IN THE ABSENCE OF SPECIFICATIONS,THE CONTRACTOR SHALL PERFORM EARTH MOVEMENT ACTIVITIES, t_-.1 I I 11 EXISTING CONCRETE /CANO,Y ..1-1;r I /I , / / / / / / I F - � , ',/ I ll I ,",',',��_',� 11 I I I - I.- � I 11 , � /, "Ili ... / (TO BE REMOVED) ...I.. .. � I � , � /'14 .1. " /" I, �j 11 / /�� ...I � I 11 i 111'��I_';�i�I"� ,�P , .-A ��,/ I I el_ .;- -.I I 11-`/I I/ 3,� PAU IV BE REMOVED "I. ... A. / I /, I// / il> / / X)l 1 4�� 1/,// / I 11// / / A DEMOLITION AND REMOVAL OF ALL FOUNDATION WALLS, FOOTINGS,AND OTHER MATERIALS WITHIN THE 11 1 4 1 , -', :,, � ,...- , I I - I " " I ') el %, / .1 I 11 -�` I,,��..Tlt I � � "'. , - - '�� 11 -,,�`""," 1111 I".::::�'.., 1� / l� �/ /" -/ I �,\_EXISTING PAVEMENT L_"� /I I � / Ili ,,, ,/ v /t / :.<�.` <' - 11 /I I ri I ' : � 10 i ,�> I I EV 1Z,, - / " , I BACK FLOW LIMITS OF DISTURBANCE IN ACCORDANCE WITH DIRECTION BY OWNER'S STRUCTURAL OR GEOTECHNICAL �, lill I v,- , I " /I" ,,, 11 -1,.-.e,;1 1�- ,r%'l , / / / �I � I 'f- PREVENTION DE , - � I -A .. . . ENGINEER. (�,,,F . . ., I , T' ,%l., .. � . - 4 . EXISTING CONCRETE TO BE REMOVED I " -r�-,b-ji I �,J,Itz A / I, /� j I-,, / / / I `// ,/ ,/1, Nv /,�",�, ... . , I I i i"',�111 I � t�r/ I,,, 4i / / I/ ,��4'4' , � /'-' - / ,/ 11 MARKINGS 11 ., " 1,.,'�:,':�:� �1�, 11 � � I 11��;,, / 0 1 , -& " I ,\- , , ��§, _1C., , / TO BE REMOVED 11 - ip /1 - I � . ".1 CURB t,,,'�, L/ / �,b Al I I I I a�-"',�\/\ ... .4' �;- �'_ I TvPl1111 I) 'p I � I,,! �, . 11 �, / I -- , EXISTING CONCRETE " .... , I n " ,��,/ l iF, , � " I 4 'a �".,b , "I , -11, I J','.,� .- I.1 44. ,, -1 . I 11,� 11 I , , ",/," � / I I/- /,- - SIDEWALK AND PAVEMENT )l I I Ii -1 I' `�,t, 6 11'�'".' , ,,,, II , r), -,\�<, I . . .1 I r\'i 'I'l I I.�,'�p,I 1'r 5 / 1�/,<` � I .1 T . '1\ TYPE 'I" , / tz "I , I �_ : , I - 11...I "" "�, I ,� � . - I " / / � ", . EXPLOSIVES SHALL NOT BE USED WITHOUT PRIOR WRITTEN CONSENT OF BOTH THE OWNER AND APPLICABLE 1. ". I I �'�,,- '-,,]I I l / ill"I" ", / '\ ,- . I�\, ,, /I / " , / ,,I:L.� / ,,, , // 11 � I � I B""W LINE I , �/ All " , , 11 / /1 / I / ` ,- TO BE REMOVED I ASSUMED PRE-DEVELOPMENT ,,�� i 1��111", __S----S----S___ EXISTING SANITARY SEWER TO BE REMOVED , _ , � /�� I / / I I 't , " ',Y'<,�� "11 11 0 . I LLt I I . 1 4 EAST R0 ,I I 1.��,��',:�`::,�, I 11 / ... 11 Irl, GOVERNMENTAL AUTHORITIES. ALLTHEREQUIRED PERMITS AND EXPLOSIVE CONTROL MEASURES THAT ARE , .,.;: it I I �J\ / ).:.�:- ,��, I ,��, , , � , , �_'I ,� . I , ./ "I /, / /" " r - I / ,I /// / / " "' EXISTING LIGHT POLE I LENGTH=45OLF I v - 7 _ —SF—SF— PROPOSED SILT FENCE I 'it'/ / 1� ,\/ , OF i'AYPORT ROAD IV ,,, /I / / , " , 1. / / / , " / " I W TIME OF CONCENTRATION FLOW PATH "",4, r� I I ', ,,,> REQUIRED BY THE FEDERAL, STATE,AND LOCAL GOVERNMENTS SHALL BE IN PLACE PRIOR TO STARTING AN - � I I t f',�:'11 " I.. / 6 I 11 ,,v-6 1, , it 1, T" � TE ROAD AIA) -", -J ,�;' ,, II/,,,�,,"',/,I,, / . . I C)I I ,\ I 'ill I +,___,6J , , , 0 , I. , A P , I,,, I'- � / 1111i / I , I I I I I /,,,� ' , / //11 <�," I I I -1 na�I II _�,',,'�.�, " / , BUILDING # 232 00 I q , I I/I I TO BE REMOVED I I p- -.-�.......1 CONCRETE �''. - '.'",.� 72930 "" - I /;_F.,E�_: �3.3/ �,,. / / ,-,:.-,;" : � ,-,- (TYPICAL) - q I / I . � I " /�, / "'1!,-------V,! 1�-�'/ I , / , 11 � I jk VIBRATION TESTING THAT IS REQUIRED TO MONITOR THE EFFECTS ON ALL LOCAL STRUCTURES. -:.-1, I �, "I , PE I`.',."'�\,-',' 1� 11 �', / L-// //, , / / ,-/' / // � , , / , ,/ � I � ...., �'.-.. PROPOSED TREE PROTECTION FENCE -,,,, -I - ,, ,,V//, -/ / / '> - V.,-1 II I \ IS &I FOOT MAP 41 t \ � EXPLOSIVE PROGRAM. THE CONTRACTOR IS ALSO RESPONSIBLE FOR ALL INSPECTION AND SEISMIC �-` ,I , "' , 'ECAON �, - " � cl : II -P.- 0 / "l 1 I ._V,"�,-/ / / 4� _� ,.�" /� It � , I, AVG.SLOPE=0.66% ��, ;T-* ONE STORY ,,, z t�,/5"-,>7/ k1 .,,,,_',, I "'��-�'111'� N r) E 1, III �, �Q I " 4, 1 :,41 " , I , , � , / I 1-11111 I,." �.�,""" - (TO BE REMOVED)- v I I I I/ I/ //II 45,� I <111"" 154; . 0, I ,�.- �. , I / // Tz ORAINAGE , ,�, Ill __�'.--. -.1 ,�-, , � - -. ��/ I I"ij , -, I'll ", " -��I '/ /�� I I � I I , " I __ II/L A / v 11 � I "" . , I / , /�,��/ "", // �, ,� I I ", I I 'IQ . I ,�, I , "" / ,�P/ 4 , / I I ", 6, ..�:'. , 11`.,�� / I ,,,, / ,4?/I-,I. -, , Ill I �1111 1,11 (SEE DETAIL THIS SHEET) .: 'I " Ill�,�I I I I I-,��\'_�j p � , ,1111,/ / � / , ? ,/ ,��/,// / / , "I 1. AiREA Ju� 1. d 4�, -",,,_1_` �� 7. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN - I-I I ", -I ; . - / I ,� ` , � / �� 'I I I r V,, � W � F ,,� I ,YASFHA�J ,1 . I" "' " / �/ /I / // I g I � I I 11 1� IN", "", // � I /I,k.:- , I I.,',� l I 1110 �,� "I � (TO 13E FILLED IN I Ill lu . �', N l II/ 111, ,/� , / / I - , �,....- N,l�l / I I I I�[I"I'll"�.'� /N "I ,�(TO 3E KLIVIUVLU) I,--.[ �1� 44.0' 1 I/ C LT/ / /", /111,�, . I CONFORMANCE WITH: THE"MANUAL ON UNIFORM TRAFFIC CONTROL,"AS WELL AS FEDERAL, STATE, AND " I I � - � � I I, I I 1"'.��_':��:,,. � 'A -11 -'.,I "Y' / 11v OP.-"�,'>' / I - � PER GEOTECH) I L"';� I " I j-,�'z , y I It - I . �. I �l:-,, ,,,, / / , � I , i I I . �11 / / ,'j I 1-1 / )K (TO E`#M'OVED) ,/ ,/ / 11 4 LOCAL REGULATIONS WHEN DEMOLITION RELATED ACTIVITIES IMPACT ROADWAYS OR ROADWAY RIGHTS-OF Il�,,,,' 1�� III I Ill','�.�,,' 1, / Nql E��h' / /11 11, I I ..-" IT I��1'111 - � � ` q/"- e � / ,,I-:. " .:... v,�" , // / ./ � I 'I 11 c7TY 0,1 , 1,,'. I � ", I I I'll I � 1�,, / //f*'/ " -,*"/ , - /'// /",/ I -WAY. " I" V ,�Dl I I III I---_ �41 11 I//'11�/ , L /I � ! + z � ` I /�i�," I � I I' ..l,� 1-i ,\ �.....�, I I" 1, 11 I I ..,-, 7_111 "'e, / I , , ��,A .",�� 1" IC E�A(.',71 -,:,I , =-, -�� a I I l / , -,, 't �: ,/ ,- , ,,, / / � " , IT .- v I...I...I , �_, 71//lir'.1"', /"� Im 1 77 - . . , A, T,, 1 11 / 1 TIL, BLI ,I\ I I ,/' ,/I " - - , / 'I'll, -\\\ -Fop f). Il "" �,,',�",,, ,\ �:q=_I_ <1 /// \ \k�" , -1. _ -, 11. ...... " , , z / " 1 I -11, - -I - RBP Ill/ I , 1-3 3 i- I - .1.,V --�11' I . �,�, , " = - I....... - - I` ! ,EL_:]E11_ _"�" ii, // I" .. 4 ,� /' If, I _ � - - � . ,� F , � - I 0 1 1 � , / � amm, _ � I I , I I ,;A� I lw,�� / I ", BANK IT ll�1- tr-,v�,y 98 ,'90 70 1t�` 1I`M " -.l-."'I // / -,,,,,;,,,, // /, I ,�"' .� Ik I It I Fi� -,-J, , ,11 , ", " " " .. 1 - - /- / / ,- / / �,,- ,,, / It?' I I 11 8. CONDUCT DEMOLITION ACTIVITIES IN SUCH A MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS, . � , , , l, , '. _�I -I 11 I ,.. � H. "I " ,i IN�LL- �� , "" I " / ---:--.--4, �// / / - I I , , " . I _', I .. _, ,,,, I l� - I "_, L, 3 11 " , ., N,�.: / ,� / , I 1/11 I I , 11 STREETS, SIDEWALKS, WALKWAYS,AND OTHER ADJACENT FACILITIES. STREET CLOSURE PERMITS MUST BE I ,� - I " �, _1 i�,,, 11 l, I � . / I I ; � ,�,� I TOP EL IN 59' 1.1- I EXIII I i 20" /" , , :-_-_.,i ...ty 11 / / , � �, /, " 11 I I �l RECEIVED FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY. ... � I , l. "� ". : ! "% /I I ...._. �� //11 Ill I 1, "if, ,� , -- 'I " / � // , I 11 ll " I NIL E T , 1, 1.,-.�: ,,,I - I , f-z,"� , �,31 TOP EL,,I \�` -1-0'T L�� 1360' 1 .-�11 ,"TO REMAIN , i/ / / / / // I kl,`;'�',�_,11 , , '1�1,�� ' 11P,\ ,\ I _ t'� ti I N. &KI INV. EL�, !i I I ";:,'.,,"I:1 � ,/1� / I e, I I I I / -11 , / I I 1 ,0�" I I, , �_11)1 it ELI' 1,35.45"A' '."' q � . I I 11,/(DO NOT DISTURB) ,,- z � 'I. .% . N-1611" I , ,� , I � - , I � � 1��4 IRA"' ,BLE ,\ I I , k EXISTING C h ", " , � " � * I "O' ".."O"'_ " ...� 114,11 R 0 A-T'I 11 111- , l , , /_ , , I/ "I /� 1. , ,// ,� /.A-..,-*.r/ , / /, �/ :LEANOUT' 11 � . 4� li ,1 9. DEMOLITION ACTIVITIES AND EQUIPMENT SHALL NOT USE AREAS OUTSIDE THE DEFINED PROPERTY LINE - .� . 10: .-g'.. , " , ,�q i , ,� I 11 _�'I �;, I - . , I , � . 1, ,� I INV� ET-4 �� III "/, , . 41 / / / / , ,,TO BE REMOVED -"']I - �\,I I ,�) ,\ ` " / ;T__ �" ll�l , " / 11 I Ii I.- "" "I 11 "" �`;�` All 11 I I, I ,\"-,"' ev WITHOUT WRITTEN PERMISSION OF THE OWNER, AND/OR APPROPRIATE GOVERNMENT AGENCY. I-",-'l I 11 1- I _ . I ....'r // I / / /, .1111' I I :^ � "I Hil� I ::',%--7T 'ZI/ ,T_�111;,I` - N111 I , / '), , , IN �,."."'T I " I I I IF,I "' ;,�, "/� I / , 11 / I* - I "k. " ,/' /11 I ,�,��', \ T 11�� il _� . I i'l, - � 11 I ,,,z, , . ", 'I A. `1 / / /11 � I"�P,' I � �., I , �_1111111, .. .1, / / - - , 1 ")� I':,." � ONCRETE . . . I � . . . - " <` \ ,,P 11 - -� � "',. ,\- TYPE IT ji """ - " ["\ EXISTING C ...... �A, , /I � I / ,;y/ I " / " �... . I I 1 I * CURB, 'll"'I , , ,__'_A t / I .,.';..I X , L —_ ,,-,,, ,\ _,�_"'�v - 11!,�.I-1 I ..",I -::,!,:-�j'j__ ,,,\,,, 11, I I / / , , , , I - -7� I� - - I ,"��,,,, I—I'll (TWIcAL) , �j I j`� SIDEWALK AND Pi V - I., .. / '. -,VI/ / "/ I,,� I �)_I�j %,,,��, I k N 10. USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR IN I WEMENT, : � - "I I .. " 11,�IV �11�1 :IJCTURE P CEMEN 'j.',-,�\,-- li ,I I � . � 11 TO BE REMOVED/ ,/ .......11 ,I ..',.- ......- //z , �/ // "Ill, I ST. ,�� 11,:,I11�_1'_I $ 1 'd I —, ... / // , I SUBJECTPARCEL I -,'� ACCORDANCE WITH FEDERAL, STATE,AND/OR LOCAL STANDARDS. AFTER THE DEMOLITION IS COMPLETE, ��''. I "I �� ,"", " ,,, / I I .... - ..... I 0 . " , , , : s"', ��,:,,,,,' IV , , /I .,..-,I xg).,- / / � / I—- `4 " - I PER APPROVED SITE P I , V,�-;`1 " / " J�= 1�,--+-,;"6,,,�,,- " F LAN ... I '. , Ili il I I , .-"-:* , / , 7�-I- ,, !q, . il �j ADJACENT STRUCTURES AND IMPROVEMENTS SHALL BE CLEANED OF ALL DUST AND DEBRIS CAUSED BY THE .. "I �."-t" I� , - �=;T; d t � I I- 'I `\`, " / , / ,- ,,,,��,/ / "I .......F,; .�I�` I SAWCUT CONCRETE / 1, / /// / / ,/, ,/ / " " . 111-1- - " , ,", , ,,, �/ ..... , :. :, Y/ . " , I � i I I I W 111. I , ,,�71.'-y ," 'N,,��s�, I PART OFLOT 7SECTION 8, TO IS NOT VERIFIED BY ANY I" '�,,,--j , , � X/ � ... I I. - " Ill I J�.:��-,'-` I - I 11 / , " -,:.,.. . I - ... , '' . ,�`i I I U"', /� ,I " " ....-). �',./ 11 � , . l I q _� I �.--,.:,�-:, Ill 1-4 ,T�' I"' ,&�"A / �Iij`,, ,,, ", I . / " , " / / 11 1.� " " ,,--"L, ,� � , I,',',' .1,1�1� - / 11 / . / , ,/", ,�� = I 2S.,RANGE 29E. - I'I /r/ - " �� := ,,� I ,\� ,All,-� - " ��,11 I F, ,\ I _/ I\- --,�77r--7'-/ I 11 '1&\ ;� DEMOLITION OPERATIONS. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO ,,,,, /<-, -I " P '-, .1 1�li Ill!" -, "I ,:'�, / /1, /11 -7 , --7-7--, ,";;'// /'/',/ \ \,\ 1171="111_� it /_�_;. '11:! \ ,,,, 7 ,\)7 / / " I I I 1:�:,,:'..'�`.�'.j 11 i SIDEWALK AT NEAREST I t I Ill-," " I/"M, / / (/y,/ /,_J,_� / ,/ t...` NSPECTION . � I / ,,I ,,"\ .. ........ �/ I , / ,\ I / //I I \1\1, o,-'.\�)- EXISTING FLUME I ,_� STANDARD COUNTY I ,� -111 ,--i-/ 1, ",-t� THEIR "PRE-DEMOLITION" CONDITION. I ::�,,�,.-:' , I 1":�-� JOINT I 1,111"I ��,�,':,�Tl 1 V,.... � ,,,,,, " / T/ / " T_/ /". /' "y / , Z // , / /,X ,,,��/' I ,,, ." .I � , / >` / I /� / "', / '\'�T,�/ I _?� � ,,, 'A -H � - ,,',e�� o-, -'/ �/// / - . ,,I 'k, " "I 'I,'<" // ,/ "", � / / ...All,/ , ," ��, , I I , / "I , / ,I Cilz I I.-.11 ,,* / I I / I �/ I / I I I I I I I V" I I W I . . I I\ ) //// ",/ Al"ll\, ,I' ,,,, I/ "" '/ / /I" 11 1 1/ / / / " � T, // /I - I I "v �,, - I - ill , //I I" " / I / TO BE REMOVED CONTAINS 81,000 SQUARE FEE I �, ,& 1 Ily N , 7/z "I / /��,,, / / / "I, 11 ,� 0 , I �.`.-"!",�:,�" il I I �,�.,."!j I It. ,., / lll,,! ,/ / , " I N" / I '\�'X��',,,b 111 - '..I..I ........... /Iv��, � . " I "' 11" / " 11 /111) / /' ,"/ // I ,� ,,, A (I.860 ACRES),MORE OR LESS Ill' 11. CONTRACTOR IS RESPONSIBLE TO SAFEGUARD SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH - �� 1-11, . � I _� I , , , " / ......'I / /I "/ / '61� // , /,�,�',`. ,� ..,4-. .- A,/�'- I I �� ",", " I Ill,� ,- 'A'm-,"',� , -..�:-7:�-`,%',.!�t> / I '. / " / , I I ,I.- �-._4:..-.,::jj ,,�� I �4' �" 11", ,�,Ii&V / ,,I � , lk" I � + ,0v , I � l, __- '0, , �/ �" 4" - ,e, "" �r- - ,/ I 11 , / � " , . , .. - / " / / / 11 "��,�- *.,'.. .- <,*- 7,-<;�111 ,,, I , I , ',I i..-�.:Z..Z,�;-4"- ' "* " - /// / / I '/ " , 1� , , � , :,-'�' I W I I` I- ,, *- 7 ." / "' / ,/ /, 'i" _�, . 11 4 - , .�,.7:.-%�--;., �i.��4,,�-�-�-,�,---.��L-.., - ';, / / ,/ // / , ,� 1\ 11v , , . i 1�'IINP , "W 1 . / �, , - X//� I \ I It (p I (",_:�1, I d I ", I `� Ill ,�,�- I I tl;'I- -%, -,I , v , " , , / / I , � � n .\ I I . - .. - - - / "I I V N, / y I I / I -1 1, .. , * Yf -.,,,., . /I �- I, 11-111.111" U w. �,,, ` ASP/H�LT/ " /l,/, I ,/// I , "111 "'lil --1 ///' �,j /,'f,,, '\' ,� " "I . '. . .. ,!,� -,,,,I,- I IF.�1 1 /I/` / - f.._-.�,'�I.,::,..-,*.*. :-i; ". �� , / , 11 " " . /` V .11 /l/ � (TO BE REMOVED) / " � /I 11 I/I /Ili , � ', /, .; --.:c,.---,. -.:" . .. " � .1; 7 1,* "I, / / , ,�,)''To , - I I ::,r.* .). - - `.V .-_:i-:--.:,- :*. ) , / I�, , , I -", "", t!" _11 - �-I I , I,:." I 'i. - - ,�� , ,/ . � , I - 'T, , j,-;:t :,-.'��74;-._�!, / / // I � I + i I, -I .1 / v _r A MANNER AS TO PREVENT THE ENTRY OF UNAUTHORIZED PERSONS AT ANY TIME. , � � - - I .�p / 1.1, I I V , I �,-_ii, !:,r-%-� ""', � , I I - - p � I '�-;I! I d, 11 r:� .".\, - '7�, "'. . "::,.� / " . I PER 0i",19CiAL RECORDS 1 12. THIS DEMOLITION PLAN IS INTENDED TO IDENTIFY THOSE EXISTING ITEMS/CONDITIONS WHICH ARE TO BE I L ,j,,.,,�i , I I , � ,,, �� -6_�_- .. , � 1 30' DRAINAG',,',_' EASEMIEN .:� I��A,-,"� I N\w ,�%� 4-�*.- .:,, ,. . / -I. , .. I � , z ..��....... . � L. - - '--.I I * / , � � / I - 1\11 I � � 1 4. t1`,._.-...; .,,I.717 IT I / / I . L - ,,,,, .,. ,.." �� / / / , / � , " , '-- BOOK 641�,, PACE 228 1 1 ,.1, �� . ..."J" N.-..* -. ., . [I" I I 'Ill I :.. -,",..,?..- ,-�%/, / /01 L/ / / 11 - / / : � .'��J... .... I—-1-1 . .. � Q� , , , , ..� I , . I ,I tLL � , - , I . ., 114-: I / "/I / It -.,,.- r�;; , -* I- :-- . .. ., -. .t/ / / / ,,, X / ,// ,/ ill _- I REMOVED. IT IS NOT INTENDED TO PROVIDE DIRECTION OTHER THAN THAT ALL METHODS AND MEANS ARE TO . 1qe,�,,:4�I I ", ., \ .. .. � " I.- *.V-.:.-..1p ,.-1--:-.%,.- ". .- ., I , .... 1Y ,l I .. . .... . ., - ,1. �, A. I "' , / nfl-,. ... i . , 11 / -1 -kA: 7—EXISTING CONCRETE I �-�",.';11 , I . . -T/ / e ",��' " ,� [ ,I r.,..)-,-;-1 I / / I .1.1"I A A,1�1'1, I 1. '. -.1 -1,�,::.-:-.:;j > Z-", 4�,-SAWCUT PAVEMENT �K / 7 I"1_15. 11, �.. . . / / I " 1, � "',�'I'll IN ,,� / 11," f: .:. 1. - `.',�� . ... I I "I ,"3 T ", 'I 1 I' 1.1-- '.;. -* , .il . , - I-..'.I A I / �i �t'111'I 11". .I "I�,\" ',I,-;;,,, / - *1 - . <��, � "",, J ,; I i'l �`/ ,,, ,,, ['111 It BE IN ACCORDANCE WITH STATE, FEDERAL, LOCAL,AND JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR - I 1`�__ / � '� -_ , � � ,,�, I , 1�-11 I I / E ENTRANCE /I - -, I. 1: - , / / ,,:/,, / ,,,, ", / � - , , ,\,), - , �, , /1- - ,t2, *-.;..-.,-1 -,�,."`.',,�'141(1:z.'*.:,: ::!-�,I 1'..."-�1.*-, (4)EXISTING 10,000 GAL UNDERGROUND '/ -_ ", �11 I I , ,I 12- ,;: "i'll,AT CONCRET " PAD TO BE REMOVED H 1\ , i_ ,m", , I * ' - " I .-I.,-," / / < -1 , .1� .1, 11 .;:.*.,.Zt� ..."41".�1 , / 1,. ! ; ` I , ' V:*.. ., . .. ... ..-, '. / /11 ...../I //,,,-,,,,, 11 -_IR *-, / I . I " ,I 11, I I _u j - ' ,.' , . ,�,_ � ' 1.11�;,. , I. . /" / - SANITAIRLY DEMOLITION �;" I I - ,'. 0 , �f I SHALL BE RESPONSIBLE FOR ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE . � ,�;, I' ll, V11 1' - -*� , ',,.:1 , " , ,Il AND REMOVE . - " ." 11 _1 ,<, . _.-rl . � :,l EXISTING CONCRETE41-4--."L�,'6"', ...' .. "P I / , Ili" , ,, . _ . " I - -1 � " . Rpr-"%-" j -*? '�', .... D , / - r-...- , " V 'l, l,�, , , A... 1. ..-1. I f, "Jkl � I .1 I! IT 1\01 I / , ' ' " ., - .1 .1;::'.�Gomt ) STORAGE TANKS TO BE REMOVE U ,... l7v . ,..'�I, , -1. , � .1 .. . . I .. . 1 .:..."I. . BY OTHERS PRIOR TO CLOSING. �/ // /` K, � II I '.� I §. , / .� I I , I�,". ,it .11, DRIVEWAY ENTRANCE .?! , U�:-*--i-.1,,�5 /, / , I", /Ill 4, � , / / ,4., 1 .1 "I, // I - CONCRETE I WORK SITE. ��.�, I / / , /, , " /11 I � ., . I 1�j ,�T.11_.- -"`-'.-_*I- -- / , ",, / ,%�� - " , / /I *-et,.*�,. I .,.,:.,.,_-.11. " / '11 FENCE !I , - /I,, ,,,,o / / I , I 3 ,�. ,11(TO /I � � .,I , ,� , . . j�Ak*VE6)""J'l I " SEQUENCING NOTE: / �, " . ._ -1 "11 " \, I � , , / � , , �, -_�%,* ::-.,-�I*,.;I,T�,_" ...: '. ,/ /"/ ,/ / , 11 (TO BE REMOVED) 4v 13. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION WASTES AND DEBRIS (SOLID WASTE) , **� . .. .% .�.:.. .; I' . / / ,/',I - ,I-, .. I- -1- 11 UR � "�I _� .'.._iz,ti. - I:...' "-I-`*?1:' , q , , -1 I, 1;,� - / , . -�,.--., -'�",. )E' A, 1%, - , " / .. .,.,�. �.. - ' I , I > .I / /I / � .�. " .. .. , ",",_-, .. TrIc'ANQ I // / I I . % , _�, ,1", 1 " /, , / I -1 "if "-* / (OWNER TO PROVIDE FIDEP / � � � , , , "/ //, [, i� ,,,, 't., ::, � -I - -:�,:. /' "', I I , / - � , � Ilk"..."....-,--�,�-Il...,,)'I:,,/ CLOSURE LETTER) , . � . .. . . - � - . I * , ........ * " ': . . .. ."C. , / , I SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL TOWN, COUNTY, STATE, AND FEDERAL LAWS AND -�" I I . lu I -1..-. . , *- , ./ " -' � TO BE REMOVED .. . ..- , . ""... .*. ,-'-. / ,/ I I I / N dir , I I'lli, / I .. , ,� ,.��, . . I / / "P , I I 1. CONTRACTOR TO UTILIZE METHODS TO PROVIDE � I , , / 1� T , i � I I I .'', , 0 TO BE REMOVED -:*,-!-,,,fl'-- '....,..* "", ,/� t", 1, , I 1. I IN`..'-..,i,!e.p!.*. .., .... ,`0 L. - ""0'i " / I I - I I I',*,��!'1",.-.-,!1-*..-. / / ,,,, " ,,,, . .. / , " " -1 I . I,11 I EXISTING BARRICA , , " � , � �,`:]".�:` r. I . - - -. ., , z � I - 1",..:.,.-�--,/// , " " I I "" . .- ::.,_.._.;1-....--1,.'.,.. '. ", ......- `4W /(T , /" /'-""VII - .", 1. " I I / I . . * .* ., .. . , ... . /,, , /- ��//--,/"// I l i�,,�_ ll I � / I I .!� ;v I * . - , W, I _,,��)�. I I'll , � / . . .�:... , -, , . " - / ,,, " , V INI�rl . l I J I . ... ,1� -*,'.; ) , . ... , I I I I I , "411./ / * :... , 0 13E REMOVED) / ,/'\ I ,� I <N J�-`�"._,!"d, ,�SAWCUT CONCRETE � I ',' " -: / , ' /f, 11 . / 11 ,,�,�,� METER APPLICABLE CODES. I , � '/ I UNINTERRUPTED SEWER SERVICE DURING , I / 4 - ""... ..;..'..::". , . ". " " / 01 1-F, // ::.......1.:-:..,.,.,e):,�, , � ,/ " / / / " / , ; I ... 1-. . ., .. ... I I . � I A, I 11 I - ,�,_. y �' 1�=/ I/ �j * � I . - - - =�_= I, I .,-..'�.,:.I' *.:�' / , __===,_=� , 'L� '� .. ': �� - --�".!.".:,.I 1, I-1k I I-., ...- ,.,, . ...... � 1'�_1, I , :,%-�?:, � / � / �L,;,, I I ,� "I � ALONG BACK OF 11 I I1,.---'*--'.--": ,- *\;. _-.1. /4,��,�'t4 "y / I I 21, I \ / 1\�11 : � � g -"I"" ... , � ; � . _z'_Z__,�-_�- z 1� lov, CONSTRUCTION. THE PROPOSED MANHOLES AND 11 ,,� ., ____ l I , � , I I , I I I �`-J ' � VALLEY GUTTER /11;��, - / I " -_ - _____ ,Ilk \,[;It 11 1�,-.. / .:�'.'�'I - b�,I - 't,\ , , 14. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING SITE IMPROVEMENTS AND UTILITIES. ALL , ?:I... ...) ......,- j.,:....- Z, I .... q5t, GRAVITY MAIN SHALL BE INSTALLED, TESTED& � 114l" , �� ., , - ,-: /- .:�4 ------ - --- �1� I � I I , , * '= == _�== I i - I il":" III, - .�,-...., --r —_ , "m I - - , � I�� DISCREPANCIES SHALL BE IDENTIFIED TO THE ENGINEER IN WRITING. I_1�1.11 11 "IV I 111'>11; , , I 1..'�... -, � I CONCRETE k, ITANK �1111 �� I I ., /_ " -i.�Iv I I I I I , '" ' -11 " 11 I III I / CERTIFIED PRIOR TO ANY ABANDONMENT& I I - k1l,..".11� I I , " N111 Nhl / I I ,�b I I.- L, I 'b� VENTS , ", I , ,,,j n*�":�... ,I,�p � ill i � REMNANTS OF I "I ,MIAN HQL1'-,_ /I REMOVAL OF THE EXISTING SANITARY SYSTEM. " d) 14 I ,I-l �.%,�1 Lk-�-,*-�, ' EXISTIN I il , 0* , k N I .. ::" ,, ,,--� ABANDONED SIGN (TO BE REMOVED) EXISTING LIGHT POLE 1 15. ALL EXISTING UTILITIES BEING REMOVED SHALL BE DONE SO BY THE CONTRACTOR IN ACCORDANCE WITH I I �,�,,,111 i I , � I-.-4.`.-....,: l C 4x r, TOP EL- "'AW,/ 1,�_, �.. -" -11�1 IV. - "," `� POLE TO REMA I/ , I I I I ,��, I ,b- I , -, , ', I � � . ,IN Ill ,,?'7 1 POSTS(TO BE REMOVED) , . I , "' %� T \1'" I I '�' I I I t I'v, 1*.:.�,*,*.-'.'.I TO BE REMOVED / INV. EL.� CA' 1, � ;!1%'11 'I-,' ", ,\,I,' I.,:/1'". I (DO NOT DISTURB) ill " / I ___�� i - STATE AND LOCAL REGULATIONS. , I , -,: " I .., "I I"�',I HOLE , x, I I I ,� I� - I :%.�- I , ,� / I I ___1 I � I\k"lif I f�"'.. ...j �1611 ;�,_ I,< / I "�1, I\U "r"G"-,.:*., I 1 ." / 111.1, EI I&31' ,,%'V�,, "", / I V. EL,� 1.78' _ ____ -___ ....... , I . . .,, � ,-�,T_,�` 1%�.,A I 'Il / v",P ____/_� .I,---",- _1 Il / ; "' , SAWCUT CONCRETE-�'L�,_;�.-J- I, l / � r - __T...............ii I/ <,,", 13,2/ 1 "',',I ' I 1:1, ". " I q, I - _,___,_,_ -, - _____.......-..-"- __ - ___-,....... ..... I I I��"A,I SIDEWALK AT NEAREST ,f", : � t- ", i", 11 .\ �,P --1 -1111-1-1- r __,______ - I 4), N'0�"-`/ 0 , , � ,,,, 1 " I __...�... "�, q�. - 1, 411)" ill-.1/lb" , 11�1 -�, __ - 11-1 _,", 11 / I _:"�� 1� 1' " _', "'f � / AREA OF SITE CONSTRUCTION I JOINT til, ""', "" I J R l 1 "I "1111111111-- � _ , , ___ - - 1 _41- ��, I 811 PVC 'I�1 1:!-�111_111 I � `" , " IT _,r" 11 ,z',V�:!-11-1-1111 I " .:",-.,'-A, uz � I ',_'�,�%,�I I - I— -��, - 1�I ,�Ij - - --111_1111111'11�_111..."I'll��'�'�,,�,-;',--";,.\I,.,:�-',��............ I I I - � SET, i,;E" � � "I -,,,,-------- -1 1� t q, ji, III 4' PVC f " v 11�� ..... i.,"==��,' Ai�f*"4'i - lb - ,,� "I 4- Q �,-�` _r .11 I "A' I i III 'O I �\,:5� ) "llf-o , -, I ' ' "� I `�' ,. �� 4- I , 1� - __ _11-1-1111-111-1-- __ -----"-,-- -, ,---" l"::,�::--,,!I _,_____ 1111-11111111111" I ,k� I � ,1, .....,_ / � I I , , � I I, , __--L ,_ - ! , I,�, , , ) ,11,0 1 `�* I �� I !�_u� p:�, --��l ,� (Pr,�'�� "-I Ty- "5 �_a� I 11 I I I\P �, , -�,-�, ......- ��-7� I , -l' ,,� , -�% �,N <,5� , ,� , I , -- *11..:.-..;' ,�� I I ,�,, ", " I J, � I -." ----, ,---,- P I , -,,,, " I , . � " " __ LI , ,,,� - l.�,,,,,� I 't ,�I'l I " , �! - __ �11� , ,, , I � "' I I,, , . <1�91 I -A '' - '. " _,L!�\' L't, I-.,�,'_1,111�:11� , , / ,,,, -�) 22' WATER AN[) ,\ I Nw I , M 'I'll';l� _q�L:V4E r=��...� , ,, I 3l 2' TREE PROTECTION FENCE SHALL BE I I I _1�i "'�` I Ii _0 I I 1.� I IN ", `,�, B��_ N 11-1- ,,,,�, " I ,.::1 "I I I �. I ,, 1,:-5", 1 ... IN � I . 'L r�mj,�,,,�,�,,�,,,,-,,�, n,_-,-:,,�,,A'W N T�-�`PlTft-,J�Ti I C 1 A t--_ I � " -_ � � ,I: � I .1 11 I =-, � � - I I N\ii "I 11� i� I Ill I I", �� I-`"I'll, I�� "', _.�,_ _= TARY CE 714 11� 1, IP 1��.:"ll /, ,�."]l!",I" "'I'l ,WV f:w , � 1-11-..........�,11111'11 11 INSTALLED ONE FOOT FOR EACH INCH I � I ", I ill 11-11- 11� ,I-111�- - 8' 108ACK F1014, 11111111- I =,�===,,,,,,,,,l'l,, �,""',=-,....�,,,'11�1 , - -...... I'll, __ , � G TREE "" .... ....�,'��%XCN . .........z vZ111 ,_.....=....... ,%P - , I'll, I 11 , I Ill III I , -,.. 7,9`_J S 11 1.11,,111'a I ',............ - , ,,, C - , ", OF TRUNK DIAMETER(6-MIN.) 1,�,I II I I � I L I 11-1,;..:1...... ", - 1p ....... � I T� l I ........ I ,��,,,_ "i�iiIIIIIIIIii / 5 I ;�;r EXISTIN -1��_ -1-q� _111------1-1.. ..... , "."TIC'm I I I `� 1�\ � � - S�a=_ 5998, PA 11P 181 . I ,mt>," I _�, "�Ill 11, .,;",d ,,�TO REMAIN(TYP.) .....------____,_,.11_____'_ -, -1.......-11-11, 11 "I-" � CE',lic- -�V` � � ,, �,,_,,,_j I I '? I - I -,� OUTWARD FROM FACE OF TREE. �� I ,/ I 3":� I: , � ��,�, � .111-111-1-111- _-11__111_1__'-,__ -, ______,_,__, Ifil_," " - ,-1 V ,I i _,,� I . I 'X, 8' P,41,1111 vil"Al l , �, �...... __-, _ __-11 _� I UTILITY COYNTACTS: 1:,�:! �4 - E , _500,11 �cj Il \1 1"'! I I I'll " "' , i � r ______, 'b'_ �\11 X ;01r�l - /11 111 I [.".,-,::,.�� , ' ' , , -_-—,-_____ _, _ __- "I" I H�, �v - , 11 I 3'HIGH WOOD&WIRE FENCE -A I I I , , .,. I-,' A ...................-_ A !�� ..... - -",,,-,,, lb I I E�L,_, SANITA I , ,�,%� ": , I- "I.- _1111--111--11-1111--------- - 300,00'f D) /1�_, ,I / � "\-"'--'i lB\ 3"' - (BEARING [3ASIS) el,�" I 4,V - '6' ,:,��:�, I 11 Ii -,- I'- , 'I I_11- I C ,�� 1�1 fl"P _1� IMETER , �k, 0 I III III I ,�. -, -i I-c I ��V. 1\ 1. - \11 r, c "I l 71 1 ..:,'�: I I c l , " I I ;�,, ILI ��_, _, I I'll _+!, VVIWOOD STAKES AT A MAXIMUM OF �11 I I I 1��: I t / I k 11 - - �7I_",,, . _I� I'' I IN ��, � I �:�,�',��, / i I �,Ij, � -.,_-,'J , I 1�!"4�'�" S88'1 7'50 W(F)(1))+ I 0- CITY l - '- ul T . I I �_ I I , , " , �,NIRE CARD READER ---`NNn .e.,l �I��,��l 6'�, PLANNING AND ZONING 8'ON CENTER. AS AN OPTION, - 11 . 11.i ,'I I ,,�, , 1", , , --"- , r t��'. I � IV I 1��".�� , � \\\- ,,�;4uy ATES POSSIBLE i,��,, 1�"'_ - , I I I ,,"J""J'u, ,,,,, , I't., Z, 1- --,---+-____ ORANGE/FLUORESCENT HIGH-DENSITY �1.11 1111' ij,- I , ,I '' I � -I, -" _�,,ENT <;b _�___. _,_ , A, I "VISI-FENCE"OR APPROVED EQUAL � �, , - 1�k , I .:`1 I t�,,"",��, :, , "I ,'�, "I, 'ill,", "I " ATLANTIC BEACH, FL 32233 ,,,, J�"-:.",. ,I I It � '' E8X "\ --- I I . 1,',� m " CIO / 800 SEMINOLE ROAD ,:"4, , , 41 I L'' , '111UTY EASE , -X_\ I <� �A _ � ,I, "\P l"I — ____ ___ _11:\ -__ 1-11,1111-1- I-_ __ 11 I �,.,� , \,, , ,ll!p , I � ", 11P ., , I L I'll -,-"- 2- — ___ ____111�11'11_111'1........... --------- ----------- -lr�__- I------ I " ., ly-1, ". � __ , " �ill ,,� 1 904 247-5800 CAN BE USED. ... ,� 1�1 - _ ...,'�,�_ __ _-, 'r 1:_,::::.. 1�, "A lI I, 1.t ", ,:�, � ,_ -,-"- PLAN � . . "' '" - ",, ,',,-- -,,-- __ _ -11- _,___� , — r R�.. ......\ e<,' I '� I 1- I 4,�`�,:'..--'. , I- ,--,,,,L- -, SANj'Al ,,, 11 ,, ,\�I"UP.." ,,,, , , �_ ,.� I ,\,l,�<_�, .�, I _+�t .......- " -I"-"- , ",fEi� * , '� , , ml, , , ", � I , I � , I - AC11 61 PUBLIC WORKS WOOD&WIRE FENCE USED ,.�_::�."-,��, I 1%,-, , I 11� ,\_1_1 , " I" ,�3' 1:1 I .,,K� 1, I , ."`� " - , (".I"I'YO,I,',,,i�"I'Z,,,44,I�\f'7'.i(,, BL`�", \ z I " I , 1�-�,,',. I V? lil 1A M. 11N� 01 ') ,p� 4b, I , , I - I ,,,� I l�,----1 .,i ,- % --f_.:1. , I , .....,11� 6��I I �. ,-��-�., � I � — _________ "" I i 1,,�,,r,`��,I� " ,>.\��, I �..... �>11 �,,,',> L SANITARY...!,�j...___ , ,,� , , 'E,4169398 00719 I'll <T� , I , �11 I , 1� 1, I I � A� ,. I ,�11 I -::,-':�z-,:, " . '10- 1200 SANDPIPER LANE I 1, :",_,�`� A 4 0 'p "'1111 I , it AS TREE GUARD TO PREVENT DAMAGE , '01, � �1111`1 %� ,l,',�" kliclEr" � , � I ,�,� 1�- N ,-1 - -111,11--- --I-"- --- %i I�10 I, I"-;. :_)_,-_: � 1�1� 181-1 "\� ---- -, - 11��_ ,\-\,\, , � � 11 �� I N ,,�, �.,". ',�,,�11 I , I I ,I E ,�b 41 �, n., � �-111,. ....._i--,", - ___ —_ _-4- -11,11-1 A &I ATLANTIC BEACH, FL 32233 FROM CONSTRUCTION EQUIPMENT. I I �,,'. ,;_ , �� , I I"i t, N�_ -, --I , ____,_ — -111111-IL -4 ____ ___1 ,�V ..� I � I J,. , ED 11 I ,��'�,,,,.,-'I 11 I..� _1 11 � , , -. I <�r , ',�� "L_ 904 247-5834 I',, \Aj ..I I-,' 4 ..-, ,,, � -____14_ _ - 14 I , / I I.-I 1i I"- -I"." I " -11 _ ____1 - - -111,111-111- �\ I I , � , .,. � -, I 'p.....I------� _V-1111- - - - 11 q�l I � .,`� I 1--�,,�!��'�.\,A_- '_�_;, - . __ I , I ..� . I I � <b� I � �).,l � , / � : , "I I ""�, I q't `_,, _ '� - I— - "I'll" _ 0_\1) �11 I>1 4:_��. I !�, , , , -,"' I I- ,-"� , -4-` I.......- �>,-,-.-,,-; ., ig..... - levlkl N" �14` \ , . I 'T,, , ,�v,,�� ,��__, " I \ , , I �, � - I lk �:.- - ..: ..."I""O", Q" fl, , I _.1 --- I / _., �� -f I "', VVATER/SEVVER TREE DRIP LINE/TREE PROTECTION ZONE . �;1�' ,� � .�. .1 � '0,11" ,� ,,,,,�,�, I I , .-, 11.1. NX ,��l 4'........1, \", 1q,11111, , 11 � ," ' , - - X , 1�-_' 'I"' I', �,.`-,�_-.i IT ,�_ , , I ,�" -., III I I],!:- , , ,__ -.I,,,-r.-I"'M ,t�,_ , MAN HOLE W1111 __'1 �, " �:AREA WITHIN TREE PROTECTION ZONE TO ki��-<V T I N�," � _�i l.1. I �§ " CITY OF ATLANTIC BEACH I I',- .- � ", �%T 4111� I �" I \....A� 'RER LNE 1�1111` �,,��,,.11` '. �111N', 1), - -N, I - , - , 11 ,]["�11.� _'', I I W�LVEE 11 I v ,� ,I I "I' \....� * 10 I zz, I-",, �:� �� X\k (") I,�, ,�, "k� I I---,- - --"-- X -- ""' � , ., Z�l .., , 11 ?,�,::_ / ,� I `:�" ,�, ,\... ", " 4 ` 250�00'(P) 4,� �,';) " / 1�" , ,I, ATLANTIC BEACH, FL 32233 - , , Idw' I� ., ,1 , �11 \_`� <6� ��11 , - _", ". ".�� 11 ,311 ........ N, 1200 SANDPIPER LANE " . �', ,I �'\.1,�,�1 I �t,I..�Iil i --:�.......*-'*,-', TOP EU-. 1232' � 4� REMAIN UNDISTURBED DURING � \1 ., . 11 , I -111" I , -:, , I ��" N 4- -I - X --- 1, I _` , , I � F) -1-\ 1" V � __ �, _111._-111_-,__ �, - . 41 __F I It, , h`,�q,, I I I"L" ,VC1 0C 9 , 0 "" _ ,,�%1_111— _!; zll� CONSTRUCTION. DO NOT STORE MATERIAU ", I ,,,I __ _ -1.11,11, 01'IlM N 11 I!11 I / "'?l 1� %P N88,36"-45"E(P) `1111 11 ,':,� ...... 11 \\ ,� , � I 1 4_."�� - -- 1�, � ,�, 2 4 19.8 5'( , ------,",�",-,�"",�,�,�,�,�"\\",�"\....___ " �'], 904 247-5834 _,., "r .:_-:�i�*:1 k -,, <�� 11 I � ."! - -�v _,_____,:.____, � -,` , 1 ',, ,�\,,,,,x� .11,"� Ilq, 11� "T, , ,��, -3V'W(F)+" , ,-4--",-._1111_191__ ZZ I � - . I q, �,,,��, �;� B'i 9', _111-_ _,_,-,- IV .i AM I �, &, IN THIS AREA. I", "'_ , � 4,1 ,�`l .... 11 l,�`�,,, \111 4- ._______1113 -11,11-11- 1� li , , I - -".��z , , �,�,,:�,' � 1, �� I I Ii I " -` - I N = — I ... , ,I 1p �,�/ ,, �� ,\\,a N , lI I.: <,,-,,., , 1 4 _,______� - - _0_,____1_1_____ - - = NATURAL GAS "<"I Il , I I li','�K,: "' I 5'WOOD 2X4 FENCE POSTS AT 8' � , ,,, I � 1, \ 11 I V�M -I ,�` iTh--------:------____ -, - \ >, I I I I�\ I 4-N I\11 , ��'. ,'�, I I 'In/ 1, TECO PEOPLES GAS , I,(-�,"I,-I Il f " � .T- I k V� , � MAXIMUM CENTER TO CENTER(MINIMUM cyp"I � I �_i��, I T-111"'. i I 1A F I .I j ,""'," ": Ill IV ll, l, 1 4040 PHILLIPS HIGHWAY ,�1, I'�ll,"-�:-"..",",:,],-�1-111,��--�,-, �,.`,:�-,.'- — W,00'(F,001 *,;"-,�' \ I 1 1� I " ;1, , ,\q i � )�,l N. LINE OF FAIRWAY VILLAS .______,_ . - I ......�7�\ A PLA'T BOOK m, PAGES 22 Ali[) 22A I� 2'BELOW GRADE). , , 4 H"\, �, I Ill -1101 I I I I I JACKSONVILLE, FL 32207 §11 , \ i I N I I'v, I I '�,. -- " I 1 (904)739-4874 ?_,k,� - I - i",�.:-','111�;1�1_111 11 l� I "k " , I \�,,V" I ill I I�.;:',:,�,-,'�,,'j I I ,`.�,�,�,,"�-:`��l , I Il " \ �, �, 1, 111, ` ELEVATION .. i IT I I �:._�_",,j ,LOT 51 1 I I 1. a , 4- 1 ,I I , "�'11, TELEPHONE , " "11- p . � I I 1'�'111';"-�11_ 11 I 1:�' I �, It 4. " I -1 I 1 I - I T� I I I I -=r ' =_ I-E I ��'," 1,"!,N I BELLSOUTH ENGINEERING , -=�I 111 I...... , IN67- __ -, I'll- - , - �,-- - �, * ... �_�' ==��11 u� - I I LOT50 - ..... , - I�,I"11,\ 1 9209 HAYDEN ROAD " I , ,� \ _ __ , " \\\\ - _=....7 -........�- - , I- "I 5 - - j '& 'RCIP -1 12' 11 1,\ \ \ , -, , �\' - r lip THE BARRICADE SHALL BE AT LEAST ONE FOOT IN DIAMETER FOR EACH INCH OF TRUNK I I � ___ _ -4- ::".'11 M I � I I ,,\ �b; , SPATE WLET JACKSONVILLE, FL 32218 131 LT - I All I I �,�,, 1 �7� ,31t; INLET 'I I ,_,� LOT,52 1"A IR IPA Y VILLA,S' i DIAMETER. FOR TREES LESS THAN 12"DBH, THE MINIMUM BARRICADE SHALL BE PLACED : 14� cl I (�j 'TOP EL- 14-80' \ I I EL� I _ I (904)519-2687 AT LEAST SIX(6)FEET AWAY FROM THE BASE OF THE TREE. I - z I'D") EL�11 I INV� EL.� T"'10, \ , ,47',BlOOK 39, PA G.k','.S, 22-22A , I OA F EL,: 1, ST, T . ;l� 0 14 65' It 11 I , I l`\5 1\ 11 �il ,,,,,,, E_; "a 6� J i , 11 I 11\411. 1,HRO 11 1 ("�, I %�0 I I I c - ELECTRIC I N, &4 I), I 11111 I I Cn - I I TREE BARRICADE APPROVAL: OBTAIN CITY APPROVAL OF TREE BARRICADES BEFORE I I I �'_I I I F� 111k � ISSIBLE I -1 I JACKSONVILLE ELECTRIC AUTHORITY lIl � BEGINNING CLEARING OPERATIONS OR ANY SITE DEVELOPMENT. I '�, I I I m I, � I I I I I ,_ i 21 WEST CHURCH STREET T-4 - EX. Fp I I I -0 \ I � . I I II I � JACKSONVILLE, FL 32202 . � II (904)665-8880 I I ; I 11 I I I 11 I I I TREE PROTECTION FENCE 4?�/11^ NOT TO SCALE 4� , /.�� I "I I I I . . ..t I I I 1 ' . ��, 4/1'40% I \ \%'- I//// _� L, ".I I I/ I fi\ A ,,____� \\\ -\�AOMAS R,,C�,q /// ��' ,- 6\110=1\0 \ ............ so, // ,/ 1p� " C N * - , \ " ` " 1� .. E -- �P 1�, � 11 " \" I I ["-III, " � . 0 \" '11111 ilml , ,( X I\\,\�'#,\, . ' ll�\,\��\,,,,, -A ___� �, , \ , Bi \ l� ,� , C&&A 0 YONN , � 0, 1111m, 1 III \%1\11.1011 -1 DTR - ,3 .. ' �� \ , ll,I, I \\ ,\ \ \ . � 5 02-26-15 FDOT ACCESS .kIN - \ A .Z� * :. '� \ N�p i \ 111A!., . I-' N C, I " F E R � IN 'C', <3 n 0 u P DTRE N . 7716te%� KNOW WHATS BELOW - . *. *- . - I 1 12-12-14 HR DED UST REMOVAL NOTE - . - ALWAYS CALL 811 A _��TRE AD : : - - ,� : z --- I 2 BEFOFJE YOU DIG 4950 W. KENNEDY BLVD, SUITE 600 A: 11-21-14 >-D-TE - :: .1. - . : .:� - ATLANTIC BEACH, FL , I :::: �I'':1111,I, TAMPA, FLORIDA 33609 - '�- Q,". STATE OF: . /,. �, I ,, ",14 IN; `, - DR9�:� - .' , 1� ,��, ", ,, ,I It's fast.It's free.It's the law. ,' �� - P4 . 11 I I Phone- (813)379-4100 REV] DATE DESCRIPTION , ORION.. * \ DEMOLITION PLAN ,',, Fax: , (813)379-4040 ,,�C H K DA .R:E I ��%',I , ' \ , 1111, ' [!%,, , ,i�` \ I �1,� _T I " �� I "' "' " � "' , I I . -- I. I - 11 "� I �1111 ` "T'll � _11_1�1 -1 11 , l "I �� _11� , , t � � T. —, -\,=:"�_=,�==, " � , I I t, " �,I,,, � I �,,� -, ,,�__ � / I !,, _- � I 11 -�:"`_, 1 www.callsunshine.com ThomasEngineeringGroup.com DOCUMENT CONTROL FI_Oi�l .. 6 1 � I FLORIDA BUS! CERn or\ TH.No.27528 PROJ. NO. I DWG. NO. C-2.0 � . � . I - - -_ - --- - - - - I - I - --- , -, _.____._ — , -_ - . - / I -- ____________-__-_1________ _ ______ � __ _ I I . � I - __________�- _______-1. . I -� 1� ____- I _____ __ - - - ___ - - - _-, I - ___ ------- __ O INSTALL CHAIN LINK CONSTRUCTION EDGE OF WATER ]EROSION AND SEDIMENT CONTROL NOTES: i i I ''`.• •'. € SITE SECURITY FENCE AROUND 9/8/2014 PERIMETER OF SITE.(CONTRACTOR TO NEIGHBORING c THE CONTRACTOR IS RESPONSIBLE FOR REMOVING SILT FROM SITE IF NOT REUSABLE ON-SITE AND ASSURING PLAN DETERMINE APPROPRIATE LOCATION BUILDING 1.BASED ON EXISTING FEATURES AND ,/'� F.F. EL.: 11'1 ALIGNMENT AND GRADE IN ALL DITCHES AND SWALES AT COMPLETION OF CONSTRUCTION. < PROPOSED CONSTRUCTION ) TOP OF / 2. THE SITE CONTRACTOR IS RESPONSIBLE FOR REMOVING THE TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES j� -- ' AFTER COMPLETION OF CONSTRUCTION AND ONLY WHEN AREAS HAVE BEEN STABILIZED. JLW 3 o�� <v 300.00'(D) PEDRMITONAL SILT TO LEAVEOTHE PROJECT CONFINEES DUE UNION IN ON TO THE ABOVE MUST BE SEEN CONDITIONS OR ACCIDENTS.O IDED THAT WILL NOT ' 'N88-17'50"E(D) 299 88'(F) 4. CONTRACTOR SHALL INSURE THAT ALL DRAINAGE STRUCTURES, PIPES, ETC.ARE CLEANED OUT AND WORKING 17.7° 34� �' N88'19'58"E(C _ `' �' H " PROPERLY AT TIME OF ACCEPTANCE. R 5. WIRE MESH SHALL BE LAID OVER THE D a ROP INLET SO THAT T 4 ."'•�� .,�"-,° H � �•�•,:.�..:' .'... HE WIRE EXTENDS A MINIMUM OF 1 FOOT BEY . ?�"'•'�� . OND EACH 50.00 FDO ( i o x<.•' : SIDE OF THE INLET STRUCTURE. HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 1/2-INCH OPENINGS SHALL BE 1 TEMPORARY EROSION CONTROL 20 10 5 0 20 3 �I �•` oflo t wrn CATCH BASIN INLET �:w_w. :. vtr:.1, wvjjm :` USED. IF MORE THAN ONE STRIP OF MESH IS NECESSARY,THE STRIPS SHALL BE OVERLAPPED. ( I I PROTECTION 6. FDOT NO. 1 COARSE AGGREGATE SHALL BE PLACED OVER THE WIRE MESH AS INDICATED IN D-903. THE DEPTH OF (SEE DETAIL THIS SHEET X - 1"=20' STONE SHALL BE AT LEAST 12 INCHES OVER THE ENTIRE INLET OPENING. THE STONE SHALL EXTEND BEYOND THE INLET OPENING AT LEAST 18 INCHES ON ALL SIDES. 7. IF THE STONE FILTER BECOMES CLOGGED WITH SEDIMENT SO THAT IT NO LONGER ADEQUATELY PERFORMS ITS u a a, n x y - - = _ - LEGEND: FUNCTION, THE STONES MUST BE PULLED AWAY FROM THE INLET,CLEANED AND REPLACED. 8. BALES SHALL BE EITHER WIRE-BOUND OR STRING-TIED WITH THE BINDINGS ORIENTED AROUND THE SIDES RATHER a i - - y II STORM SEWER THAN OVER AND UNDER THE BALES. 11 s" .• VALLEY GUTTER I I. $ i IL e a INDICATES POSSIBLE -- PROPERTY LINE I, ICq� DRAINAGE EASEMENT 9. BALES SHALL BE PLACED LENGTHWISE IN A SINGLE ROW SURROUNDING THE INLET,WITH THE ENDS OF ADJACENT E) . § EXISTING CATCH BASIN BALES PRESSED TOGETHER. 4 a a a 10. THE FILTER BARRIER SHALL BE ENTRENCHED AND BACKFILLED. A TRENCH SHALL BE EXCAVATE EXISTING STORM SEWER D TO A MINIMUM DEPTH 1 OF 8 INCHES. AFTER THE BALES ARE STAKED,THE EXCAVATED SOIL SHALL BE BACKFILLED AND COMPACTED AGAINST THE FILTER BARRIER. EXISTING SANITARY SEWER Y. Co 11. EACH BALE SHALL BE SECURELY ANCHORED AND HELD IN PLACE BY AT LEAST TWO STAKES OR REBARS DRIVEN SF SF PROPOSED SILT FENCE/CONSTRUCTION FENCE THROUGH THE BALE. IC } EX, 8" PVC WM N C11 L 12. LOOSE STRAW SHOULD BE WEDGED BETWEEN BALES TO PREVENT WATER FROM ENTERING BETWEEN BALES. z ,-.a.�' � � i Y:�° � o x� PROPOSED TREE PROTECTION FENCE o O) m 13. STRAW BALE BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING } Q�Pti� o / PROLONGED RAINFALL. ? I .,E c O O O � il `' 3 ¢ n. )€ -. I I i a d Q. 4 a o �I N 11 0 PROPOSED CHAIN LINK CONST.FENCE WITH 14. CLOSE ATTENTION SHALL BE PAID TO THE REPAIR OF DAMAGED BALES, END RUNS AND UNDERCUTTING BENEATH BALES cL•'€ i I d. .. "' P FOREST GREEN VINYL SCREEN 15. NECESSARY REPAIRS TO BARRIERS OR REPLACEMENT B r` i a ' ° ' OF ALES SHALL BE ACCOMPLISHED PROMPTLY. n p PROPOSED INLET/STRUCTURE PROTECTION 16. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE STRAW BALE BARRIER IS NO LONGER REQUIRED SHALL BE WG El a .. wr .,,r:.' J3 i, rl O DRESSED TO CONFORM TO THE EXISTING GRADE, PREPARED AND SEEDED. �,�� E m•�� PROPOSED STORM SEWER 17. SILT FENCES AND FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY :•.":'°: „' . i< I - 1 q PROPOSED ROOF DRAIN DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. i o0 Lij c� 18. SHOULD THE FABRIC ON A SILT FENCE OR FILTER BARRIER DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END � ,, w �y< THE EXPECTED USABLE LIFE AND THE BARRIER STILL BE NECESSARY,THE FABRIC SHALL BE REPLACED PROMPTLY. i'; •° ;a 0 � SOIL TRACKING PREVENTION MAT 19. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS 0 , �I REACH APPROXIMATELY ONE-THIRD THE HEIGHT OF THE BARRIER. o / Z. rt BACK FLOW ""� I �. PREVENTION DE �� FLOW ARROW (TY PEICAL)CURB i I \ . ( 20. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER BARRIER IS NO LONGER REQUIRED 1 \ - - - - - - RIDGE LINE SHALL BE DRESSED TO CONFORM WITH THE EXISTING GRADE, PREPARED AND SEEDED. jj m 21. THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NEEDED. •• , : .,.I ( i •;; EASTERLY R�VY .INE i (% • `.�' I 1 OF AYPORT ROAD • ') a € (ST TE ROAD At A) I �,• ; ; I o- ' 22. SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS PER DE & FDOT MAP '� / ECTiON 7 30 ./% ^�$ `rs._.._., CONCRETEACCUMULATED TO 1/3 THE DESIGN DEPTH OF THE TRAP. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE I (9 973 SF) p. "� ) AREA AND IN SUCH A MANNER THAT IT WILL NOT ERODE. $ T +7. f o0 00 (TYPICAL) /. �. / cl) 23. THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE BEST EROSION AND SEDIMENT CONTROL PRACTICES AS e� SITE AREA = ±1 .86 A v N THE .;'� � ,,, . •-.: � - ..,._( OUTLINED I PLANS, SPECIFICATIONS AND ST.JOHNS RIVER WATER MANAGEMENT DISTRICT SPECIFICATIONS AND FFE _ o o CRITERIA. 15.50 CITY OF 24. FOR ADDITIONAL INFORMATION ON SEDIMENT AND EROSION CONTROL REFER TO"THE FLORIDA DEVELOPMENT MANUAL = r3 ATLANTIC BEACH -A GUIDE TO SOUND LAND AND WATER MANAGEMENT"FROM THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL "I - - ` '" I `� RE#169398 0070 REGULATION(F.D.E.R.)CHAPTER 6. ;•• ,'1 ,•,' i i €i o® c� 25. EROSION AND SEDIMENT CONTROL BARRIERS SHALL BE PLACED ADJACENT TO ALL WETLAND AREAS WHERE THERE IS -A POTENTIAL FOR DOWNSTREAM WATER QUALITY DEGRADATION. ,, .t'r.=,:..-• � �`.°:€a i �� ;• '' SEE DETAIL SHEET FOR TYPICAL CONSTRUCTION. 26. ALL DISTURBED AREAS SHALL BE GRASSED, FERTILIZED, MULCHED AND MAINTAINED UNTIL A PERMANENT VEGETATIVE O o COVER IS ESTABLISHED. 0 0 27. SOD SHALL BE PLACED IN AREAS WHICH MAY REQUIRE IMMEDIATE EROSION PROTECTION TO ENSURE WATER QUALITY I ) TYPE "F" CURB m c i t.I TYPICAL ' STANDARDS ARE MAINTAINED. � A. N 28. ANY DISCHARGE FROM DEWATERING ACTIVITY SHALL BE FILTERED AND CONVEYED TO THE OUTFALL IN A MANNER o I o WHICH PREVENTS EROSION AND TRANSPORTATION OF SUSPENDED SOLIDS TO THE RECEIVING OUTFALL. VA' o STRUCTURE 'L.ACEME -0 1 NT 1 PER APPROVED SITE PLAN 29. DEWATERING PUMPS SHALL NOT EXCEED THE CAPACITY OF THAT WHICH REQUIRES A CONSUMPTIVE USE PERMIT FROM .. IS NOT VERIFI THE ST.JOHNS RIVER WATER MANAGEMENT DISTRICT. ED gg o STANDARD Cm p�"(JpE�TIQN 30. ALL DISTURBED AREAS TO BE STABILIZED THROUGH COMPACTION,SILT SCREENS, HAY BALES,AND GRASSING. ALL FILL SLOPES 3:1 OR STEEPER TO RECEIVE STAKED SOLID SOD. }v `•;e•: 1 i (° ] , as°", TEMPORARY EROSION CONTROL --- 31. ALL DEWATERING, EROSION,AND SEDIMENT CONTROL TO REMAIN IN PLACE AFTER COMPLETION OF CONSTRUCTION ...: ( SOIL TRACKING PREVENTION MAT AND REMOVED ONLY WHEN AREAS HAVE STABILIZED. E { PROPOSED CONSTRUCTION $' 32. THIS PLAN INDICATES THE MINIMUM EROSION AND SEDIMENT MEASURES REQUIRED FOR THIS PROJECT ( _ ENTRANCE WITH GATED ACCESS a``< (SEE DETAIL THIS SHEET) THE w : GATE SHALL OPEN ONTO SITE, CONTRACTOR IS RESPONSIBLE FOR MEETING ALL APPLICABLE RULES, REGULATIONS AND WATER QUALITY GUIDELINES ( NOT INTO R.O.W.) (, i (� �� `� '°<��\ �'` AND MAY NEED TO INSTALL ADDITIONAL CONTROLS. 7 EM ( CURB °' a sWill \ (TVICAL) 33. THE CONTRACTOR SHALL BE REQUIRED TO RESPOND TO ALL WATER MANAGEMENT DISTRICT INQUIRIES RELATIVE TO COMPLIANCE OF SJRWMD FOR EROSION AND SEDIMENTATION CONTROL. I �� ,� THE COST OF THIS COMPLIANCE PART OF THE CONTRACT. �• E •`. .\ s a ISHALL BE TEMPORARY EROSION CONTROLPOLLUTION PREVENTION NOTES: { m z A I 1027 LF SILT FENCE(TYP.) "ET o A 1 4 ., zZ i i i( ;` ,^ ;"Sat ( (SEE DETAIL THIS SHEET) ( gym` A.)EROSION AND SEDIMENT CONTROL BMP'S IN ADDITION TO THOSE PRESENTED ON THESE PLANS SHALL BE IMPLEMENTED AS NECESSARY TO PREVENT TURBID DISCHARGES FROM FLOWING ONTO I ADJACENT PROPERTIES OR ROADWAYS, OFF SITE STORMWATER CONVEYANCES OR RECEIVING WATERS, OR ON SITE WETLANDS AND SURFACE WATERS. BMP'S SHALL BE DESIGNED, INSTALLED,AND MAN HOLE MAINTAINED BY THE SITE OPERATOR TO ENSURE THAT OFF SITE SURFACE WATER QUALITY REMAINS CONSISTENT WITH STATE AND LOCAL REGULATIONS. [THE OPERATOR IS THE ENTITY THAT OWNS OR I I : °o-.y ,T I ., TOP EL.: 12.96' OPERATES THE CONSTRUCTION ACTIVITY AND HAS AUTHORITY TO CONTROL THOSE ACTIVITIES AT THE PROJECT NECESSARY TO ENSURE COMPLIANCE.] iii INV. EL.: 0.81' MAN HO I `' t i. ( ",.'::• I TOP EL.: B.)OFF SITE SURFACE WATER DISCHARGES, OR DISCHARGES TO ONSITE WETLANDS OR SURFACE WATERS WITH TURBIDITY IN EXCESS OF 29 NEPHELOMETRIC TURBIDITY UNITS(NTU'S)ABOVE BACKGROUND •.:.''., � '` :;'�.: INV. EL: 1.78° LEVEL SHALL BE IMMEDIATELY CORRECTED. SUCH INCIDENTS SHALL BE REPORTED TO WATER RESOURCES WITHIN 24 HOURS OF THE OCCURRENCE.THE REPORT SHALL INCLUDE THE CAUSE OF THE CHAIN LINK SECURITY FENCE SHALL BE / € i 1 13.2' DISCHARGE AND CORRECTIVE ACTIONS TAKEN. i I( `, • C.)THE OPERATOR SHALL ENSURE THAT ADJACENT PROPERTIES ARE NOT IMPACTED BY WIND EROSION,OR EMISSIONS OF UNCONFINED PARTICULATE MATTER IN ACCORDANCE WITH RULE 62-296.320 4 RELOCATED AS NECESSARY IN ORDER TO ,1,x,5': T, j CONSTRUCT PROPOSED ENTRANCE DRIVE.SILT iii €•' :' 4" PVC SERVICE :0 8" PVC S F.A.C., BY TAKING APPROPRIATE MEASURES TO STABILIZE AFFECTED AREAS. O(C)1, . .,• (PER CITY ATLAS) _ I FENCE SHALL BE MAINTAINED THROUGHOUT � Q THE DURATION OF CONSTRUCTION. c ;E I - 13 2' D.)FUEL AND OTHER PETROLEUM PRODUCT SPILLS THAT ENTER STORMWATER DRAINS OR WATERBODIES, OR FUEL AND OTHER PETROLEUM PRODUCT SPILLS THAT ARE IN EXCESS OF 25 GALLONS SHALL BE 4 CONTAINED, CLEANED UP,AND IMMEDIATELY REPORTED TO WATER RESOURCES.SMALLER GROUND SURFACE SPILLS SHALL BE CLEANED UPAS SOON AS PRACTICAL. ., � �:.:Asn � .' ) I�� 8" PVC SANITARY .8' BACK FLOW 0WV i I 17`g S X PREVENTION E.)IF CONTAMINATED SOIL AND/OR GROUNDWATER IS DISCOVERED DURING DEVELOPMENT OF THE SITE,ALL ACTIVITY IN THE VICINITY OF THE CONTAMINATION A ION SHALL IMMEDIATELY CEASE,AND WATER _ F DEVICE RESOURCES SHALL BE CONTACTED. EX. 8" PVC WM o i = t ?t 5 I€I I ; `Y`' ' F 300.11V) x Q;,: F.)PRIOR TO DEMOLITION OF EXISTING ON SITE STRUCTURES AN ASBESTOS SURVEY AND/OR ASBESTOS NOTIFICATION MAY BE REQUIRED. SANITA (BEARING BASIS) 300.00(D) METER G.)NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM: \ ] ! :.•:'"..' <..:. i ,`� S88'17'50"W(F)(D) i NPDES CONSTRUCTION GENERIC PERMIT COVERAGE SHALL BE OBTAINED AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION COMMENCEMENT IN ACCORDANCE WITH RULE 62-621.300(4)(a), F.A.C. OY ATE / � / - ii. A COPY OF THE CERTIFIED NPDES NOI,OR A COPY OF THE FDEP COVERAGE CONFIRMATION LETTER SHALL BE POSTED AT THE SITE IN ACCORDANCE WITH RULE 62-621.300(4)(A)PART III.C.2, F.A.C. EBX / NDIGATES POSSIBLE I f< Y ( ( UTILITY EASEMENT __,••,__, ___.... ry ill. A COPY OF THE CERTIFIED NPDES NOI, OR A COPY OF THE FDEP COVERAGE CONFIRMATION LETTER SHALL BE PROVIDED TO WATER RESOURCES IN ACCORDANCE WITH RULE 62-62 1.300(4)(a)PART I Al I I I.D.1, F.A.C. W. SANITARY `�` iv. THE SWPPP SHALL BE CERTIFIED IN ACCORDANCE WITH RULE 62-621.300(4)(a)PART V.D.6, F.A.C. +r`'e v. A COPY OF THE SWPPP,AND COPIES OF THE INSPECTION AND MAINTENANCE RECORDS SHALL BE MAINTAINED AT THE PROJECT SITE,AND SHALL BE READILY AVAILABLE TO COUNTY OR STATE CITY OF METER 1 r RE#169398 0070 AC INSPECTORS. a ° ANTIC BE H i.: .; ] :•.. i ].:. ::.,:.:..,i { cad SANITARY .... _...__ i ..>.... .:; } __ __... _.._..._...._ _v _...._..... _.._..__ ......._._ ___. METER I I::7 H.)THE DISCHARGE OF GROUNDWATER PRODUCED THROUGH DEWATERING,TO SURFACE WATERS, OR ANY PORTION OF THE MS4 WILL REQUIRE SEPARATE PERMITTING FROM THE FLORIDA DEPARTMENT OF :.: ..•'' I ___ _-__, _....___ __ _ .... _____ EB ENVIRONMENTAL PROTECTION(DEP). PERMIT(S)SHALL BE OBTAINED PRIOR TO THE COMMENCEMENT OF DEWATERING. At1tT $' MAN HOLE WITH x$ lb WATER MAINTENANCE Ii c,,. Nrh•1 WATER LINE VALE x NOTES: 1 TOP EL 12.72' " x 250.00'(P) (� c� ,ra 6 " 249.85'(F) ` X -- X N.P.D.E.S. PERMIT COMPLIANCE REQUIRE N N88'36'45"E( ) S INSPECTIONS EVERY 7 CALENDAR DAYS BY AN NPDES QUALIFIED INSPECTOR AND PERIODIC INSPECTIONS WITHIN 24 HOURS OF ANY RAINFALL EVENT OF 0.5 INCHES ( _ OR GREATER. THESE INSPECTIONS M 588'19'38"W(F) -d•--•- MAY RESULT IN RECOMMENDATIONS FOR ROUTINE MAINTENANCE OF THE SOIL EROSION CONTROL DEVICES,AS WELL AS FURTHER MAINTENANCE AS OUTLINED BELOW. 1. THROUGHOUT THE CONSTRUCTION PERIOD,ALL MUD/SILT TRACKED ONTO EXISTING FDOT ROADS FROM THE SITE DUE TO CONSTRUCTION SHALL BE IMMEDIATELY REMOVED BY THE CONTRACTOR. a € 3 50.00'(FDOf� ' N. LINE OF FAIRWAY VILLAS 2. CATCH BASIN INLET AND CONCRETE FLUME FILTERS SHALL BE MAINTAINED CLEAN AT ALL TIMES THROUGHOUT THE CONSTRUCTION PERIOD. WEEKLY INSPECTIONS WILL BE PERFORMED EVERY 7 :.€ i1 PLAT BOOK 39, PAGES 22 AND 22A 1 CALENDAR DAYS. IF A FILTER HAS HOLES OR IS INUNDATED WITH SEDIMENT,THE FILTER WILL REQUIRE REPLACEMENT. LOT SI 3. CONSTRUCTION ACCESS AND TRACKING MAT MUST BE MAINTAINED AS NECESSARY. REPLENISH CRUSHED AGGREGATE IF PRESENT LAYER IS FILLED WITH SEDIMENT, POOLING WATER OR HAS RUTS. A NEW LAYER MAY BE ADDED IF OLD LAYERS BECOME COMPACTED. 4. SILT FENCE IS TO BE INSPECTED DAILY BY CONTRACTOR AND EVERY 7 CALENDAR DAYS BY NPDES QUALIFIED INSPECTOR. IF REPAIRS OR REPLACEMENT IS NECESSARY, IT SHALL BE PERFORMED LOT 50 IMMEDIATELY. THE SILT FENCE SHOULD BE TRENCHED IN, BACK-FILLED,AND STAPLED OR STAKED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS. MAINTENANCE INCLUDES THE REMOVING OF LOT 52 FAIRWAY VILLAS CSWMP SIGNATURE: BUILT-UP SEDIMENT.WHEN THE SEDIMENT ACCUMULATES TO 1/3 OF THE HEIGHT OF THE FENCE, CONTRACTOR MAY HAVE TO REMOVE, REPLACE, RETRENCH, OR RE-BACKFILL THE FENCE IF IT FAILS. IT 1 el WOULD ALSO BE NECESSARY TO REINSTALL IF ANY PORTION OF THE FENCING WAS DAMAGED BY CONSTRUCTION MACHINERY. w \ PLAT BOOK 39,PAGES 22-22A 1 KNOW WHAT'S BELOW of E ( •, I i i 5. SEEDING OR RESEEDING MAY BE REQUIRED IMMEDIATELY TO AREAS WHICH HAVE BEEN DAMAGED BY RUNOFF. BEFOYS RE YOU l PROPERTY OWNER/OPERATOR 6. REMOVE ANY VISIBLE SEDIMENT FROM THE POND BOTTOM TO KEEP THE BASIN DESIGNED INFILTRATION PERFORMANCE. POST OPTIONS 6'MAX _.. t TODD LITTLER 7• LL CONTINUOUSLY ENSURE THAT THE PERIMETER OF THE SITE, INCLUDING CONSTRUCTION ENTRANCES, IS SECURED FROM ALLOWING DEBRIS TO LE FO G �~v T _:�...)��'�1 ..;€..� ,..r.;�,r�c.. '�.-�'.� THE CONTRACTOR SHA AVE THE SITE DUE TO ; ,.� .w) It's fast.It's free.It's the law. CONSTRUCTION ACTIVITY OR RAINFALL EVENTS.A WEEKLY LOG SHALL BE UPDATED AND KEPT ON-SITE IN ACCORDANCE WITH THE NPDES PERMIT. BY BIDDING DOCUMENTS WOOD 2 1/2 MIN.0 FILTER FABRIC 2 LAYERS NON WOVEN FILTER .�>-.�.,- ,- z�.�/ < `�•_`-��• _ r��; . � VP OF LEASING-DOLLAR TREE WOOD 2"x 4" FABRIC TO BE SECURED OVER � �._. _ TS CONTRACTOR IN CONFORMANCE WITH � .W. .. Y :•` t 500 VOLVO PARKWAY WARE OF NPDES GUIDELINES AND POLICIES AS WELL AS BEST MANAGEMENT PRACTICES AND ASSUMES SOLE RESPONSIBILITY ( 3< > ACKNOWLEDGES HE/SHE IS LITY FOR FINES IMPOSED BY GOVERNMENTAL OAK 1 1/2"x 1 112' ENTIRE BASIN OPENING f �""'Y �.~ y SEC.985 F.D.O.T.SPEC.) 12"COMPACTED IZE#1 STONE, �..' CHESAPEAKE,VIRGINIA 23320 AGENCIES DUE TO VIOLATIONS. STEEL 1.33 LBS/FT.MIN. s . y y�yy vvww ca suns Ine com QMAS RFgSQ ' /' % �: Ar / % �� GE SE d 72E ��:� DOI�L�aG� UG�3L�� 12"STABILIZED UBGRADE ' o Q / .•�;,'. ��c,.�,� 3 _. s� i."s i r'3 .� �. F2 s, �> � �, � GP t�J � II M � _ ,• ,/,' +° } ^` ' '•• � 'fie s� Q�e ,'it xr � /' r'r 'Y J^ = o. = °° '+ 02-26-15 DTR DTRE FDOT ACCESS _ $r 4950 W. KENNEDY BLVD, SUITE 600AL 11-21 "R DTE %'O Az c� - ATLANTIC BEACH, FL TAMPA, FLORIDA 33609 -FATE OF SILT FENCE DETAIL CATCH BASIN INLET FILTER DETAIL SOIL TRACKING PREVENTION MAT DETAIL Phone: (813)379-4100 REV. DATE DR DESCRIPTION FCOR%O.. C� NOT TO SCALE NOT TO SCALE NOT TOS ALE Fax: (813)379-4040 CHK DARE. �� SEDIMENT AND EROSION CONTROL PLAN (PER FDOT INDEX#102) (PER FDOT INDEX#106) ThomasEngineeringGroup.com DOCUMENT CONTROL FLORIDA7ILIfNSg11U ��U� FLORIDA BUSINESS At10)FINI) No.27528 PROJ. NO. FT140062 TDWG. NO. C-3.0 w , =r' � I I I � I a \ 0 u . , I , �, q __� N, I , . , ,I I —1 — ___ I , �- -,- - rlj --_ . \ I I _q - - - - - - - - - . - . - . - I �'l .. :i �4 0 1 III L'-, ."A III ' - ' - * - - - - - - j11 ,,,,;,�'.'�.,"..J� -9 0 . I � , � I \ I , H .1 ; '.� __] . EDGE OF WATER N I , 1.�; _T ) I , F;_, .I 9/8/2014 � " I I 11 .. ., , I I "I'll I 11 ",:,"""' / I 11 .� � ",',""I'll, ....�., I \ . NEIGHBORING I SITE DATA: , I -� I . .: I'. I I I 111�11�`� I g\m 1, , , . 111 , ("',,j f I I q BUILDING \' ."' i'�.'W�:.11i I I I , , : - I F.F. EL.; 11.1' I -I I I I I 1'. __" �, ll . � " PARCEL I.D. NO.: 0169398-0410 . \ " I.- I /-MATCH 4 �, . " 1111111 ,�. I'.1-�,# I I `:� ."., \�, TOP OF . I . 1 1. 'il I ," ..� EXISTING ____ " , : 1��-. � ` 11 I" .'.' ,.,;", _� . BANK . I � . I , I I 11 , �,. . SIDEWALK ___ TOTAL SITE AREA: 81,028 S.F. (1.86 ACRES) I�": 11". _� v , , , \ m -,`, 11 . . - . t - -1- ,��, . I .:,�:�", 41 �.,1,�11111 I I ""�....... - 1?�7 r - , -_ , - , I I r -.. I ii i *,"', ACICESSIBLE MID CR-F ' I _,__� , ;� . EXISTING PERVIOUS AREA: 51,522 S.F. (1.1 8 ACRES)-63.59% 1 " , I ':�",�_'� - � :'_'�' I .�_ - - I ._..�. I I- - , _ UP FACE PER FDOT INDEX NO.304 �. 17.7' - X , 0 'N88-1- Nl� EXISTING IMPERVIOUS AREA: 29,506 S.F. (0.68 ACRES)-36.41% ��N, :,,I � , -I- N �' ,�:I" ,-�%','" �� IW RNING "...I NN I �I L El A I R 1� "?) " A [m'. �: '10 - - *__-1�11�1 7'50"E(D) ,,' '�5'_- - - - - - __ - - - I - . - , - - , �i"',:,,�,,.,'.i-I 11 ,� WlDjTECTAB IiA : _+0 ll;i�_ 300.00'(D) I cy, 1�� I ': ,,, I I 299.88'(F) _-1 - k 1�" , . 61� : "E(Co' 1� C.WN -- -- 1:':-,..:� .,.,..,..",-: .., � - " . . N88*1 9'58 1 - EXISTING BUILDI 4G AREA: 1,091 S.F. (0.03 ACRES)- 1.35% ,'.'-,�:�,��i\l 1 41 -- __ - e��_ �� ,,:. ��, -- . I 1, . � `\"� \ I I -- - .1 , , " _., �.`.-.."�:, , 14 -_1 ,,+ 0 A C� : , I " , �' EXISTING ASPHALT/CONCRETE: 28,415 S.F. (0.65 ACRES) I \1 .0, '.' i - " ''�"."1, � . N R 0 611"..., �:-.. I �, . �. .� ". 1". 1, I � , - ` P OP.R5-11 30"x30" " -z .. 11 '.1 -35.06% .,� \ I I"-:," 4 � F-1.1.1 I I; 0.00'(FDOT) R.- q�o OT ENTERl'SIGN , ------ 0 ,.�,;__1:1...., � ., . , .1 - � - - I . ,\p : ,�p .�I.:,.,' � !%'I \\ Nr- - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - i��.-1 I�,-��OP,1:"_',- - -,_1 I � I- I 5'LANDSCAPE BUFFER I _'. :� s . �� I'll, �',,`I I ",11 � .. :�,:_ � I ".i . , ., .:_ I . �. ,% '. �� ,. � _''.. I .. 20 10 5 0 PROPOSED PERVIOUS AREA: 35,620 S.F. (0.82 ACRES)-43.96% j ,:,.:.,t ;, -� I., I ... �1- . ", .. ��. immi 1 2 1 0 - I . , I � I A . PROP.Rl-11 36"x36"STOP SIGN _,�_,_�,,��`_.�� I., "I�'� I- \ 8.1* - L-�'ll'_l-".'--'l...,..- % i I i \ � . i '."t�,-::" III I I I PROP.113-2 30"x3O""NO LEFT TURN" GIN - III I � .�,::��jj REMOME AND REPLACE ' . PROPOSED STORMWATER POND: 11,186 S.F. (0.26 ACRES) � . I � ' I " , I �--,-:,::,.,�,] I .,. IT G CONCRETE DRIVEWAY - R35' I mmmmmm___mmo__:�� I - A .#*IT < . / .. ,�:-.,,l . . * "'� - ..;'-�J INDEXN 5`15) � PROP.24"WHITE I --- X 1 =20' PROPOSED IMPERVIOUS AREA: 45,408 S.F. (1.04 ACRES)-56.04% I I .di ,, .I _. �. .. --- , . : ,� I I � I THERMOPLASTIC Rl O' --*. IF-- .%,:*l-., I (PER I'D Ol� '.. _: I I ��:�:-,� . .. . ME] I b PROPOSED BUIll ING AREA: 9,973 S.F. (0.23 ACRES)-12.33% 1..' : � . . . , -- ',,', " PROPOSED ASPHALT AREA: 32,466 S.F. (0.74 ACRES)-40.05% ':11:" , .? PROPI SED .\.I �� STOP BAR :::: ,NW��,�,��m��,��,,,��---,,,,�-�M�o,,',�,t�� , '��,"�,',",',��,-"","",""t,"��'�,',',,"��i��,,,,,,, "', � , I'll 11FR", �-%y-_",,Z, , , , 11 I �� ,'�,,,'�'�,,ql' �'11' I ll� 11-11nIr �l - ......�, �W I I j�lll,�l I I�1,"II ''I'' , � PROPOSED SNV-DUMPSTER 2,969 S.F. (0.07 ACRES)- 3 66% 1. , , I , 1,�, ,�, " " " "' . 11 I I— 11 11 ", - " , ,, , , ,� 1 , "I I 1'� 1:, ", ,T'k I I", , �, (, � �, 1,'�',�' , '' ",-'q, -,�,�-,,i, 's ", WO'-_�,�,�" �,, I "&`��1,611'� , ", I '" _,"", " "' , , " " , I �`\`, , , , � "" , �, �l ,I . ER FDO INLJtA NO.D I U) , - , �, , '� -, Alill 11 -11, "I",0,I I . I , "I �"',!�, :,""�',,:, ",�1, _�I ,,""' " ,, , I - .: . _,��, ,,,�t�,� A " , ,,," FINT - ,-," " 1, .,� ", I IGHT-Oul NLT 1\I . .I", �,�, , _ I .�"",,�"I'��""�""��""�ll,�, "'�__ ,,,,, ""w, W�;,!,' �,�,�,��......�a I �,I . ., , ' ' " ��,"" " i . , � . � ,�" , �"",... ,� !,� �_,,,A,,.,� A�', "i�, __ �� *A �11�,,,* , " � , "R, """, � , _��_A"I --- I ill � . , - , w , �." mrl'�l I�'ll 1-1 .� , �'ll � , -l. 11 I-,i-v \ I �"� I ,- s' ' , ,,7�, I i ","'ll 1'111111�11_ I I -, ," �, , .. - - I i , , , -- , , . , I'll, ''I,��, � 11 �,w " __ I � �',�, , � A ,,,,, �,�' , 0, "" , � ,,, , -", " ,", , 11 � , "� I '-',,' - � I �� "' �"� I - , I I'll� - , , '' i I ll� , K - i __'l , , .... � ,, I-, � ,,-,,,�, '' ' ,I LEGEND: ,�-1'�:I 1,11111 11�11 ,, I "G ,� 1, I I , ,I g1l"A" ,""� '11, . , .i ":dl .1.-, - - ." � __ � ,W_,�"A��M_-.�-,- ',X.__ ,", ....011", M"I'll" #0 11�"" ,�4" PROPOSED VUA: 33,336 S.F. " _ 1. � 114�,,�11��,�11"' - '' 'Wl""�I'l ,,,:"_'_R-,_lll'l '' ", � , "�� "'" I , m � - 1, I I, , I I ,-,-,,,-, I I� _� ��,," ,A 7!11111�1,1�",' I � j * 4 . 1 g&�,l llll��,,' I'll, 1� I -, STORM SEWER PROVIDED VUA GREEN SPACE: ", "' ," A, --4-1 .. '14 � 1� ,'� "I - , ,� "" `- 1, ,,g'p,,&' �, �,-1,111'' 7 � " , � , - �\ VALLEY GUTTER . � . , , , IF, p-�,,'�'��,,,�`,_'' - ,1z",-," , �j , �,:1,,I,"I""��161',�'�,_ , I , _ � \ .,, �'ll 011,,"p - I 11 01,�� iit'l , , �� ,�,�,� 4 ,<,!'" , , , , , - ,, ,,, , z,l , I 21 ....... ,�I" - , ,� 1� ""-- , , ",- -,-\, - we ,, ,MT..._""Ill"'ll " - "I I . � I I , I, I,,,, I^7 11 , ", � """',��,,,, *z',,'-,:"`,A,m'�, , ,�,,"',,,,, �'" 3,935 S.F.-11.8% , "r� .-,, , , I" , , "" �, , , , \ p , '' I '9111, , � � ,� , , U,�_ , � �m "_ - I "I 'I'll , ff�ll,` ", I", - 11 �,,,-- " V'11_11 INDICATES POSSIBLE , " � ��Pk 'w - , I � I ""'I'l-I I , j � , of , ,_ ,�,,,�",711*17 1 � 11 1'11�111'I "I", OF , I,%,�_ , DRAINAGE EASEMENT PROPERTY LINE -) _\ 1, w: q W�,,�_`,;�� "'3�""-,�"""',"'i, , i � ��',, , �'� , 111," r_� 1,11 `_` 1%, __`_I�i, .'� 0 W ,4.',',,,,,�.,z, � " , C7 ,�'', I 11 - I '' " . � , ,,,,,,, "' 4 ,,, , .", 0 , I W i q ,�"',,��,\,�, , � 11 :, I CUR , ,'� , , I, "'�,, , ,'&,,za _�, '', i,,,,, , & - \_ * , , , ,,,, ""' _�� ': . . K a , ,,, � . N , , , _� , 1�"",,\: '' ,,,,,, 1�I-,I" �lz I ,- 4W, Ok"",,",�:,1:I"''��,"��! 11 q " I 0"I" � 1, ,jr, A, ' ': ",'v ,, , , 117 "I', , , ""' -, �,, ,,,� , �11,1,11,�,�, , k" ll,�'" , I 11 I . .t" I'' I ,�,,�.'�`�� -','l &,,�,M_',,� ,""""", I M , " I ,,,* ! '11'�_i"MMPW ", ti �l :_�, �,_�,,,, 'o � , D PARKING SPACES: 1 SPACES/400 S.F.=25 SPACES , "��'l'k,�,�"",�,�,,,,,,,......� , ", " , R,! �,,- � �,, vl'111111,�r-p"", -t�, -,-,�1 " ,,�,,�, ,� kIR,,,,'\,,,T%�n��'�' 26-E) 10% lb , 11- _ 11 � , , - , ,�...�," - - " , , A , I -�,.] 11 [CA , ", 4 � ,, , , , '' � ,,,,, .. il ( 44 , 7"�, , � ", � , , � , I�:",_."', I � ,� ,i " i . � , ... , "�� , I R, , , ,,,, �, " '' ,""Am I, _ , _ , ,,, Z ,�, �, , -, vn, R,�, __ , , � ,", I "R ,�I� _lz -mow '11- � ,�,_w ,� "'I'l01111 - I I , , . , '� � , at h't"""" - PROVIDED PARKING SPACES: 50 4' , '' - IN m ," � "�' I " -: - 1� ,,,, , I %mi , , ,\ IN , , H I .'_'.'�j z ,,,__ !� , I !yr,�,,: P'I'' ,? ,,, I "" ,,,�,, , , I ",I I , " " , ,� "' ,\ - , ""'", �� I�� "I '1�� ,�%q -,',,'h " ''" Im 1,111\11 11-11-�11 , 1,"" g,,"--, ""�n,,�,,'_ "", , ""I�' - , _��I*", " 1-1 ''mm, ,�� -111-11- �l I ' ' ��,�, %,,�,�Ml 0 A- � , , ,V� ", ,, , , �� ,\i, _"_ %\"Mlll��"__,;`� " 4 �,�� - , ��_- , ,_,�,,�" � I 70A, I 11-1- IN i� I'll I I , �,;li w"'ll"- I�,,�,, ",w "I ' "g, , ,� , , '7,_,:_"",,',"��, , ......4 ", I "I I PROVIDED PARKING RATIO 1 SPACES/200 S.F. ., - . " 'N'1111 w,-�-,"�PIEk,,jND0vl \ , j_" 0 " ill 6I , , �'�.,* IN,"I ,�,� ., , ?1A,114 W11 "u, W. " , �\J` , , "" � , ", i EXISTING TREE(REFER TO SURVEY) .III . . I I �, , �,,,, ",, ,1"",Z�� "' , , ',�"�A', , "T 1, 1� I I ,", "' ""'- , " " , _I �\ I , . R F , , -4 -, 'AM --lw.j-r 11 ��-',,�-',!,I,rp,"":,,�,,�""',�""',,',,,,,, ��"�,,`,�"�_,,""'l � , i \ "I ",- - I , I I I, I I ' ll I . 1, T � &p pppA, i , w9f�� v,8TT -"-w. � ", , ':%.- . . .. ,� , ,, a - , " - I �H AqCESSIBLE RA .92115 "'w", -,,>,,',,,,', , N.�, k_ ��, i� 't',k-:,,- " , , i, ,,, i � #0--1 ,,,-;,�? - "." M'C � ...... i , A ii Al, I I "', ", , " , I - V'' ,I � w, i All-I, t � 1% :1 I I , , , , , 9,�,�,,"W PROVIDED HANDICAP SPACES: 3 - , I . ,,, ,,� ,e I , "I - � ,,,, . ,�� , .:", W/qTECTABLg WARN�G \, " , 11:1,1�` ,", . ........: I 1 W'17� � �'11111 11"I� , _ �l I PROPOSED BUILDING " ll!�l - , I -1, ,I '� � I , &,�j�1--I 11 , I 11 24 P,"'1�, ,�� , , .�-�'�, .,�' I R15.... , I im ,�,"",1,� WW"',--w " , "I, ' 16 ,-," PROVIDED BIKE RACK SPACES: 3 `�,Wllll 11 ,I, - , " � , 'g�, p"""A �l I Q� � - I .� " I , - � , ,, 0$0,i \ , , ,,, ,,,,,,,�ll�I -�l ,"I " I TYPICAL PARKING STALL: 9'x 18'(ADA: 12'x 18') , , z -, m klll_'�"l4l�,",l_l`l'_ ,--ag , 'Al I " Al ", � I I 101 �,, �\,,,� ,f I " -5 , - I I �'ISU tFACE PEIR FDOT INDEX NO.304 1 11"I", , , �*�, � "Ti 7 . - " ,1'� AD" " I I- 1111 'p , I I - - �"k, -1 " I I * 111,1'�I_l ," - - -I i, � I'll, 111", I "I'll '' - I �] I I ,"', r � �,,,j,,,,g 14V , , I - 11 , , ,�, ,& - I - , I �Nl,-, , , I � I I I "I�, , , 1�1' '' - ,!:� � ,I , PROP.R5-�30"X3011 -� -- "' ' , _ ��,� I � I� I I , "t � L, ��, I 11 " ' " I , , J, '11_1�, , , , ,,,,, ,,�\,� , � , I �, kill- , , , , I sm , I �, kill- �, kill- ,6,; `��, R I " ,� ""I I I" I , - � � _�...� ,"i,�_,�� , ,� � , � I �1'1'�, ��, , '' I � � �" I _�,l �,,, , C )l �,,�� _, , NOT ENTER"SIGN . . U,�:_,,t,� I , I 11 '0011, -11 _�,j �,� , 11 , � ,"" , - 1:, �"Il q I I I I 'u, �, ',�\ "�_x", " , , I R , PROPOSED ASPHALT PAVEMENT I 11 �l I 111) �, " I�_ � 11 I - , I I � I I �,'�� , \ , I , - I' - �l I - - T� I '' "" "�,l ' ", ,N_",' 11 �ftl E��_ ,,:.:--�.3�-:, 1 I C', . . ') I ,1� , ,_,�"' �, -� """,- " ,,I z ", , , I I - ,',-'111'1�,� I _____ CURRENT ZONING: ,� , I I PROP,24"WHII E "I'll I I'll, �,��ll I", �: ,�, 1 '117 ,: '. I I -1 �� -7 -1� I "' ,�,,,_',,`:�--"':,i""i \,,�� 11,1<1 � __ I ,,� � I I I -,''" , F'"?'.`�w-,,--- 11111F�111111 CG,COMMERCIAL GENERAL . ,11 -,,,. " �, " ��l , A "',,l,�'l'llZl'!, I- I I � '' I """ PROPOSED HEAVY DUTY ASPHALT PAVEMENT ;"�il � " 1, . .,� I � "7:z111_1_ 1 %�" 60 I � 11 � � , !�2 1 1 11 ,�.��'I ii&:--k" � '11Z ',_,11111111�._"�, � - , I z - / .'THF -",� , 1�1 , I � " I I ,,, ""'v , , \ I I �:,:��.".' I z '%� "'O Z� I :RMOP $TIC" '7z ,,�,-,` 11, � '"",,-X�� ,N, , '" I - 7 , "111 - , �,'' ffl�w IV � ' d " , I I " - , � ",z-, ,-,�, I � � I �_,l ,"', I ",I 11 1," ,, ,"'.", � . [-;� 11 I 11 1, , I I , BUILDING SETBACKS: I I 1', F- I wq I . I" ,, , (D I 11 �11 "I 1111 1,1,� " 11 I I I I I I I (/) u) I - N:�, , ::4,1 �le - "I.' I I 11_. ,��'� P,BIw , ,� I , , " I I � I I ` `103 8' .Z 0 . CO '' 11 I I I I I I " . I � ll� ll�, ____ 0 w N I 1,, , , � � ''I' ll, � \_I 1� I I__ , " I '', 2 - 0 FEET '. lll� I "�%:� "",,�,� 1, - �'(13SPOTS "�",�,�, ",", , FRONT: � ", � I k * 1,� _ _q I ,`i�:��',, , "I �� , I ll�l�� , " , 1\ 11 �I , 11 -1-1....�.�. . I I ......... � C3 .......� ..- �� I�� ) , 1'1�� I ��,_, "", I �, I 1� :� In 'I.W.", I �� 11 :1A,_ '__ _ '' I., I - _�'__l xi ,� , ...� 1""', ,,�` " ,C',-:, -�� ! , I - - I ..�. .. ... :: . -11, ----'*' , .. -.... 1-1.1..... SIDE: kl,'. 411".1:'�11.: 1 4 . 11 �, -111...�I .....,..... ..�:: PROPOSED FDOT ASPHALT PAVEMENT 0 FEET :: K, :'.- . I . � "I , , � --i Ni ..�11.1 I I..�1. . . .. I... , ,, , ", I ___ - . . .4 ;:: . "� REAR: 10 FEET . . - ,` I., , ' I"-,, :"I' .. -` - , I . . 4 I "I", -p� 8 .$�1_11 - '�j , 2 o . -----7---1--7—, , .1 I � *� - � I ,� "" '11"I'l-', I I - � Y - I I'' r. � . ., 1 24 . . � �" 1'��,`,'""'; ,----,,,, ", I * �I - ""' 0 C 5 :1 \1� ,,A,� ,,,�,,,!,I , -, ,,,,, (� _p: I . .-, [-i"I IE;i�T'11I� I . .0)" I . l< I ,��, _-,o_,',,-- f, " , 0 �,-��,�� -� �, zo :,.1 �- 11 ., I 1�__�o ,;-"-",,-",-"�""Il""�,,�,11-11�'I'll""I�Ill'-""'I I . - , M 's""", -�p L'�"1'11: , , I .. � 0 il \_ (ZI I n --i�,',�"��-,,.--�'�'�,.��,.��'. I IiLl, " ,I �rl 1;�.�,�:': I 0 t'-�Z�):. ,I I `I-, : (� �Nrl �11",�", , ""I" , - "I ak , I ,�l �"` .1-�, I 11 llll�"V�11`51`� \ rrl M LANDSCAPE BUFFER REQUIREMENTS: - � I � "_�14_11_1-,,,,',?� ft,�l-7w' 6_7 M" - �- PROPOSED CONCRETE PAVEMENT , " I � - 11 __ �uk�,,,, I I " , , - ,� � . �l 11 -4 �,F, c') 0 ,�,� � , , ,�� I ,:�, , � � '' I �',`,,",�,��," I FRONT(ADJACENT TO R.O.W.): 10 FEET I �:,. "I V) I .'�.l,..`-', _�t 11-t 0 �� I I 11- I _�_ I ,� �l � ,',� 1: "' ,�� , 1, , """ "'I":,101T� - .*1 - � � _p� ":""',"3� ''I � I I I , , I - 11 ----- jl 1: -_ 1'� . I W 2 1,,;�.j I i 19 1� , .1 I 115 It � - , � I ,, I v 11: :'�,'�jj _��/ - C) ,z , , I I I IL,�_ � ' . -w . , 7,�� , ,�� ,", I �,"', ,,lw'_"',, I.� � .:� tj rL � -, �;_l , - "1, ,;, 11 I p �pt� 5 FEET � il 010 , ,:..,:� c% C� I , �I , I, z - � I �,�A ,� I� 1, , , I SIDE(WEST): I'.,,'. .l.,I :,: ��' 11 1�� .. � � "', ',�z,7,,,n_,, 11 I` ll��, "I .r I 'll -_ 111- .. I ::E 11 I , , � I ��ll '' ows I, I 11 �. -, I � I - , I 11 I � �I� SIDE(EAST): 5 FEET '11��' , ,lz" " , " , � * *<� I I'll, I , - �all,", �1'111\1�1,1"",11 I I 1, I I �� "I I I I , I 1;,,�,,," , "W', , � _ � , .v . , "I ff,'�"_-w-""', � I , z- -z -- -� I W ME-� F, � ��1, ': X * 0 -, ", � - , � "", ,w",�P,�,�_', 11 �,': [ , .- I _ PROPOSED CONCRETE DRIVEWAY PER FDOT INDEX 515 I[',',:..'lt Ili I . � , � ��, , 4 � ,g "� , , , Gz �_ ��l- , 'k, . �`, A� ,�� I I , . 11, -"q 0 " i ,,,,�'',"', � � I �`,,,�� , ,'_,:�:ll .,�*,",�,:",., � - PROP.ADA RAMP , � , , i"I"I.,:".. I, - � I I � , ��6- -- , , �,,,�� , E:�= REAR: 5 FEET , , - ,__ I _ , , 1 , , ,� , " " ,� "I , �,��," ":�,"", I I '40 -1 I�"'�_ " ," 1 ,I I " ,,�l . I .1 I - 11 ,.'-,�.-,�'l,,': I : I 'r . I I __ - I'll """"', _�" �� ' " I _ - �� ,w, � �'""', _�ll (CR-G)PER FDOT " , 0 1 0 -1 I " ''I , --, """"',,',........�� ,.." 2 1'.,""..I I , " -,,,,� 1, I ,I�� " I I - � , 1�� I , 111`11'1� I 1"", .!,:,I X , , -4 I / INDEX 304 ""',�,"',\'," , I I "I_ ",�. I'll � ,� jft--�,-A 'k,�_ ......� I I "��`, 1� �,,', , �,\, a',�F��,\ I ,�1' 11 ", ,, 9 I � � . , I 1`1�l 'i�,_,,,, "",", ,� � � I " �p,"- , - �l _101, , �j-. ...,- _� ., _r I " §&_ _��"ll I 1��,� U- 28 FEET ", w�,I,l I ,::��-'�:"l 11 I / I 11 �,!-..."f- , �1 7 I " Im MAXIMUM BUILDING HEIGHT: 60FEET - j�-,--Il :.� I . 1p ,.*il- Lu PROPOSED PERVIOUS PAVEMENT PROPOSED BUILDING HEIGHT: � , I " 1. � I - � '�ll OOF 1"" ILI- ., . , � '_� - t-_- I- , � �� I ,� : I "''I, , �l I I'I"�+�", - , �1_ I "I N7 U�= , �, , 11 I,,:;:-,�'..1'1'11 I R "� ,,:�w 1 lll'lqlll`��N :3 , , k I 111-11", � - - � " , , - * .� I��11 �_ I ", m �,�11�e" " �� 1�_ , M","', �,%'11`"A Lu 11--, 'i I' I` � I ll� �_ /_ \ . I 1":"�.-`,.:" I ,�/ 1, :�-.-,�:;-�".-,. ,,�,tK,,�`:Tlmki,:�"' "`�V`�'` ' '- PROP �"''' ,�*I 1� I � '' " , gm,,� / , , , R I ��* I �, - 11, I I I I I S� - � -A" , "I'll I la� PROPOSED PARKING SPACE COUNT , -\0 I..I .,� 'I �4,,,l 1. I I I �� IQ. a N\ �,, ,�,,',,,�,�v�,,�,�," F'311 I'' I / < I � 4 I 11 . 11 , all I 0 'W',\ " , "" I � A 11 ''"'I , W'IHEELSTOP v -," �^� 1, -,t`�- g :,"-:,.",� CURB 1'�� _ lilll�kil'g I I , �, '\'l--11, N I � - :, �� ,��, _,,&��,,, , , , " / ,""' , 11 A� \\. TYPE ", --�',,"'� " ' I � , � (�) � , ,,�,'��,�,,�1�1,1,,' "',', 7-_f,,T%p�-,,,m IN t,.',',� � "' . ",,, ,,,,,\g'I', ........� . . - I-�:,�",.:.] 11 (TYPI I "." I, � ��44,PROP�PEDESTRAN I " 1,�,,� ,,,,, , I'll,'I\\\\ ,&k T . (n ,� ,,, g . . . , ,\,_�� Cl,L) ,I/, P I.::�,":`.�,,:, I �",'�,��, lll"'�11�1 I " �,,� �":,,�,"' z ' ' . H I � I........��'��,:. __-.. . PROP.LITER RECEPTACLES '' - � I a SITE NOTES: , - �'_ < 2 - �,"��,l��,��","�,"�' ,�",�,� �� I , , "" �l , 1, , , � ,� ,w,,�_ ,I , __ � � . . . "I a PROPOSED LIGHT POLE ': ' I I I��l ,�, iffil �111;1,", ," " I' I � � '1'11'�`,lll , " 1, "CROSSWALK,,�` " " I I -��/ I " 11 I,'�P�',"� ,�w -��,-,,,��", , �": ''I �l , �l I' ll , Wke�'�' -,""",�,�,�,,�- '': � , '' I�,�,, . BOLTED TO 11, , '� ,�\I'l � _��. , ,"11 I 1�, I k� , � a (REFER TO PHOTOMETRIC PLAN) �� , . I " " " __ SIDEWALK (SEE ,\ ll� 6 , , � ,- I, . ,il , , I 'A� , ,��,\", - :z I '1114 "'ll", _j I I I _,',� i * , ��." 1 Al EASTERLY R/W INE 1-111", I ,c, 0@0 -_.� ,,,- AD 11 1.,'�-.-�":,-,�,,l I , -1 -�'", " �', I I * . � _,ill"OP . I I I " _,�,� �11 �",L�W��Ly%re',�',�'A� ' I Ln " ,�,L-,,,',11'1��,�l I � I CORNER OF � �'ll I z�010111'1',',�" �!%�llr_,l . - v � . P.TRASH ENCLOSURE 1. ALL DIMENSIONS SHOWN ARE AT FACE OF CURB, UNLESS OTHERWISE NOTED. B/C INDICATES ' ' I " 1�',",�'," I I , , . , �,,;O'.,,: 10.8' 77W!8'7"T� ,�, " , , ,��,_ ,_ ", ' ""'I -I � .. , _ _ i I , � ,,��`�", , " : L, I � 08 � " .. _>�p 0 1 ll_�lulll "A' -,,,,,',��,,,,,,�",'��,�,,,,�,,�""",� .L ,r'L = 2. SPECS.)SET ,&A r5) yL wLwff . '�l I I�,24- "''' r ' ' ,,, , 1 2' w 11 , (ST�TE ROAD AlA) I 1� '' _ -� 1181 ''I I - _ 0 Lru v . -4 FOR DETAILS) ;,,, [..:�`ll ��_.U,c -,,_,',,7, RECEPTACLE TOFF FACE . PROPOSED FDOT TYPE D"CURB DIMENSION IS TO BACK OF CURB. I , " I"' A 1, PER DEJ & FDOT MAP I .,:.,�'lll , I I , I ��I 'k',"-' I ",I I e�,,�"",, ,",�"'�,,-'� � ,�� I . (STE SHEET T . . ECTION I,',�,", I "� ", " ',��'L 'r r -_. - OF STOREFRONT&5'OFF OF �,,i,,, _"`,�z% �, - 11 �,"ll I L � , , � -.��Il ", I I _ �l . . I I.;�r��........ !�"� L -I , , ��,,,"AA'� ,%, �� , . - ' �''_L . , , 7430 4 ","�L L , , L , . 1;,"', . . - I Cj , -1 - - I �lz I I 11" - all ./ z ,--.,....:,�� 11 ,.:, . 11,,�� ,, '� r r' � . ".I .... . - I I ""'t, 1111 11 I H %", " "��_l � L" q . . -__ " , ",��, � .� II ,I I 11 �:_-�::; 0- _1", ,, , . DOOR JAMB ) . t r I . - i CONCRETE .1 I P , .:,ii , rr (9,973 SF , . 1 2. ALL RADII DIMENSIONS ARE TTO FACE OF CURB UNLESS OTHERWISE NOTED. ..` L / 1. �._. I , _ r�l - I-,��,,,11, :" �l I \P: /I I I (TYPICAL) 11"�'�' I �� I I I,I �,�L "j,",, I�P, - � , I , ,, " .., - . . .:,1. .1 1,1:-Il �,�..."... I -Q,,� �,,�,�,,, , , L -: z r �1111'_," 'I, . I * , I 11 I� �. I I ", , �1� �, I , - - . I . , - - �'l" I'll- , , L, , _�� `� \ I _1 I �k_ , , , . �'� / x, .:. ,%" �, '�'�', I 't , , ... ,� �"O' _��,�,�,,, , En I - 11IL' -1 -_, �l 11.1�. �. _ ff �r� ,r, / , 11 I � _% �,�,��, v �, � ��, , �, ".,r, I 1. . ,�ll � %llk 1, " , ,�N�l � . 3. ALL PAVEMENT MARKINGS AND SIGNAGE SHALL BE IN ACCORDANCE WITH THE"MANUAL ON . , I , 11�I I 4 %,�, 9� "I ,��L -��, �,�, - I 1�1'1 1, I I - I 1, � 1::��- " _��L -,L SITE AREA = +1 ,86 AC � , .:.:_:`i I ,.: ":� j____ I � _ , , " ,,, .. 11 I " I --- ___j 1.,�,,--.1 , , , - , l- , I" i '. I '_ I , " 1, %-L I I -11", � � I I.- - , �i l,'.-j,� 11 , :, q ie, I .111,"I I ',� L :, I L ,,,.,�, " �-,��' -%,"'ll,I . I UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS,"LATEST EDITION;AND � t��" � �ll "'' � ,, , Ip I � - j ' ': , ,j��L -,�,,� � , N . � "Im -I "_ 11 % . "" '4�', - �,,,,��,_,, r "L I - r L I __ "" %,,i� L , DUVAL COUNTY LAND DEVELOPMENT CODE. ,,, :" ",,,- `," " , r I I � , I��'.11,":�1:_*.! � ,L', r�lx� , , ,% "'I 11 ,`�:, A FFE = 15.51) %�,`,,`," t",r'�"%; - ,,_,r",',l', \ � .:�:_", I ",,-, , , ,� " --1 ll�, ;i� ,�,�,,, -�"'_-- "' _LL', 11-1 'k,"" ,, I ' ' �, � , , , , L ,-N ""'. !I: ,:: / � 3 , 11 I : i,,-::� W_ e, . . ,"'L ""W, , ,,,'' �,,;�,',� " ��,,"l-, ,117,11,_&�,, �,,,,�� "'N � ,11:, I�"", � � Ir , - '. ,,,, —1, , " I Lu I % -V'— , _ . I I , I �ql - , ,�,.��_' -NI I i"I'm 1'%`Jlhk� 11 CITYOF _ r ,-� - I ,,., . U- '' " , ,� � 11 , � - _m"�,%_ll vizll , I "I ; . � , L� ,��' ,:,,_,-L' , I " I 'L __ ," I �i; ,.'N, I I , - �%l `,"�",�,,� % I L '�l `� I "�,,,�,�&Z_�, ,E, 4. FREE STANDING SIGNAGE SHOWN ONLY FOR REPRESENTATIONAL PURPOSES,AND SHALL BE I " 0 ": 1,1._�,..-lli �l ,� r L I I Z, ' % I - ,, =) ' , - _x jj� - r .1 I . ", I 1� L' - , �,��,,,�_ -",%\, I 11 ,11, ,,,,l�Trr-,,,,�"�,TR jl,""L,L I A TLANTIC BEA CH , f .,...Ivi I ,�I", ,`:J ,14 , ,,, ,�, �;�; I I 11 ._�, L --'e�' - I , 1� ll,�,L, I�"", 'k�,-�%-1 -��-,\_7m-& PERMITTED SEPARATELY. , I , -1 11 __ , � - :��;,I - M , W,� - , ,,,,,,, � , I I I [ ,,, i:�,.--�,,`: �1, - I . I 11 L r L I PRORADA " � , 1'� � � � � z W,i � I L I I ,�'' 0! _11 ,K '�, , I, I I '' a , % , ", r,r,,,", RE#169398 0070 ,lM,,NW-` ,� � , �,�, I I , , ", ,,, " IKLL��""' ,,,,, , 'k" " . �L �r',', "' � ", , � ",_�, �,,:z, -_ �l I 1.�::III .�� !� I I L ,", RAMPAND 'm b� �" ' - ,� . ' I- . I . -1 11 , , , , c3 ,', , - I - - I I ,,,, , � ,��, " I 11 ' -1- LANDING(TY � I "" 1, 11 l , , L' ' - " . I %�%, ,, ME `1 5. THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONE"X"ACCORDING TO THE I - ��lll ,�_ % - %, , ,,SIMON_ , 11 I , �, - U) -,r�_"� I . . . I ,�, % , , :_,-I , ,,� ,�, �� ,��,e z , ,�,�,L ,�� ,"'," , �I . I. ,PR I OP.24' "r,l L 11" 1 , . I I ' ' W I < EFFECTIVE JUNE 3�2013, FOR THE CITY OF JACKSONVILLE, FLORIDA. L" ,�j, I H ''"L' 0 .." "," " , I - " i I FLOOD INSURANCE RATE MAP,COMMUNITY NUMBER 120077, PANEL NUMBER 0378, SUFFIX H, I c_(g,,,,,_-:-:�:��l �jj . 1111 t,:__:." I ", L��L- P) I.%� _ 11, 11 I'll, �',,,, ,,,�, ,z�W'4,, �&, l,';',1, N , "'T M 01 , - -- .,.I " I XISTING f `� �`' . , - __ - % ') I A I 1� ,-.,- HITE � "I ... /I �� I , 11 , - � 4 1� �',W"'Le% `"I _-PROP.ADA % , "I'll, L, I I %, r '.��,. . � - ,,�I III, "-�117' , - ," %;" I �:p .".� _ , L � I �I , �,..,�.._\l " - , , I ...\ , ,� " ,, � : � , ,�' " . ___ " f"I"'I"t'la-,0111-11" "' """', ," �,\l\\,�,� al,,�,�,,,,,,,"'551 , . �!,, AIN LASTIC ' � LLL e� � PARKING SIGN Aw , ,Il �F ,,, I .:,. , REM L '' 1, , K -- -, I I , "' , " ,r � 1 103.7' 1 ��, , � � , ,STOP r," I ,_"�1_1, - - "'�,��"",' '- -- � � ,. ' , -TkgMOP''' "'. % ,� � 1- 20"OAK " �:, . -�- , , I ' ' , - .11 11 I.,:.,..�jj � . � L , __ 1 14 L � r , , I I (TYP) I , ",LL t�� _________j _ , , , , I� . It ' BAR '� I, " ''L , '11 % ,', % % % % % - � %. � . - 1� ..I -F�:�� TYPE - CURB I- -':'' I,-,------- 1,17 7111 ` _L " I - - I . I., 1- 11 _�/ ."'. 1z, I ", , 1:I � " �= � , 1�, 1,11 , � � � FW77F 1 , . . . i . .' ' .,� . ICAL) I I �,` . . I 1�11_, 1, .1 ___� .1,01 1.14, "I � ,_4 11.... . .A*l , � ",_ � �l I" a �, I . % r L r I I 1, '1� . A . .� � L . . ff�,",L pI - , � % '. I . - . . _ , , I . .: . , k- �. I .- ��%,,,�......a" _"4 � r-j % ,\g __ _ " _ � -_ ,� " :�'..� I . * . *, b I,� -1 - � l L . I --- ,-111, I ,�'�, 11 I, " _ 82.''' - ,; �1_ \" . I , L ,..'�. j . ' , - -I - . I , i I _,�� , , , ..I �'. I . . Id - � I -.4 , - I . . _:_ Il .. "SN "" , , I I I � r rr _ ADA ACCESSIBILITY WTES: , " , 'I I ' ' I � I � ,_-, , I , 11 ' '" I '""' r '�n�ll I , ' :' � '� . ', "�� I 11\1 . L , -` - I " . ,�,� , p .�.. �� ll� I I'— 1�11', � , , [- (Ctq , " � ", 1"",,, % ,I I , I ,' "`� , I """Q 1\ - ,' . ,��!,l 0 �?`Lr� - �', ,, , '� , . :;I 11 . I ,�, , ,,�lw " __f, ,��; ��, " , I MATCH- I\ -TI 0 � N� - __ I 1'11��lll 11 A :,.,, , P RI-I'STOP'SIGN 36"X36" , �, , , 'a�ll� I " Jl�% � " , -Z I ,1�lm , 0 , ,� I I �� , I L I L 'W`Ps�ll I", I'll r, [ I-- , -1�1 �,_� , L 11% '', - �,,L_ 'Ir I I r, "I 1-41 1�1111`I ,,',W I I "', r I �,, & "I'L - � . � . �,;, I I 1 - , I �l 11 I -1�,�\ I ..1 PROP , I-io, " I - � - 'r, , _, ! . 1�1" I . L , :, , , � , �::..,..I I ,"I','� �,'�, ",��, "",,,,,, � , q 1. ALL HANDICAPPED PARKING SPACES AND ACCESS AISLES ADJACENT TO THE HANDICAP PARKING .:."% 1, � " I EXISTING (I , i r I L ""�': I \ _ " " ,� , 11 ,, \ , %,� , v . " I . � PRO .R3-5L'LEFT TURN ONLY' I �--�,,,,,,, I _!� I I I I _ �,�, \ . 13- , I �l'L ,'�_"'p,,,,,"11 " ," 1'� 11 I U"_l'll` `� 1 1110 _n SPACES SHALL HAVE A MAXIMUM OF 2%SLOPE IN ALL DIRECTIONS(THIS INCLUDES RUNNING J'� _e- L r L I - I-i_�, r r , , _J11 ''` I , " �_ I I I I L .I , . . -- Z�� "L : � , � TJ i � -1 I, - �r, A ' " "X30" 11 ��%lil� I— ��\�,,',,,,,,,��`��,: _%, " g, ',�� I 1- ��,;ll I blUtHALM. � :�. � � I I 11 I � I m", , 'k I ,�,L�� _�L, , , I '�,,�,,�L"�' ' '�,_'4,�_",r_ , 1'1��' ��*",L - . , % ,, , ,\\g" , ,�'L, k " ,"'� ,\ \ I ,p ' ' , � l I , "'L�Z`�111",11:�Il "`L"'_' I ,�Ii� '�� - SLOPE AND CROSS SLOPE). "t,L......... - I , ,� � �'L, ' L ' , m I 0 1� ,,�,,,,;16" ,, ,� L " ,� . I , ""I I I I I I-�Nl I R ,� ,\,,,,�I I �`"!"'_",� �% �'�"'� I I I �l I ,� - ,' '_`"W� Z ,""L:"---' , I 1�� R*" ,,,�" � , I -"I AC ESSIBLE RAMP CR-F � � I '_'�_"'�� 'L "' I . �,ZZ'-� 10 \" i w \ I \ , k%:`-��'] I I I , �) I -r ,,'SIG 0 , \W % " 1� I I PROP. & -' L ' �4 , v lk, _�,,<�,, " , 'IN '""',L a ' '' " ""' '�,,�"'_' r', " ' I L' � �, , , , I 1� '.- I ' I , %11 �f` i'_ - _�"' _ , � �ft, -4, 1��., �,., = ,� � " , 'r ,I ,I ,' , ," ,\ , , , 1 W/D ECTABLE WARNING , ,�� L L I ', % ":� :�""""-'L' ,�%"�'�-� I . 1'�� 'kMli � 41 1 2. AN ACCESSIBLE ROUTE FROM THE PUBLIC STREET OR SIDEWALK TO THE BUILDING ENTRANCE � ��, 11 �� 1 MQNUMENT I ,,,�_��, ","", ""': nw "mm, I �,,� ""m \r\�,;:''0ll �,0, ", , L r I I ,...MR-, lVk_ 11...I ': 1�: '. . I � �, I , I �",ll,�l �r " u , "�, _�,',g,,� l"','',"jgiII�_', ,,, " ,,, -,, I MUST BE PROVIDED.THIS ACCESSIBLE ROUTE SHALL BE A MINIMUM OF 60"WIDE.THE RUNNING , I I L R IE NO.304 �,� $ 1 bluN .... I 1%'�l I L I , - � I I� [ �,� I L�_ �� , L � .," , " I \ I _ �, r 4 W,", ,"" ." ,�� Imo � , ----, , "L, , . L %m ,,� � L ,,""� �".. , "". �� ,",��,"�, __ ,," "L ' 'L ,Ao 1� , , "m A, m 'If ,,, �S 11 L I I , � % ''; , "M '11,1 L, " I , I A, i �� - 11 � I �" 1, r �"""L L 11 K,'I ik I " \M\,,L,\ ,\ " I ,W,,,��, I SLOPE OF AN ACCESSIBLE ROUTE SHALL NOT EXCEED 5%AND THE CROSS SLOPE SHALL NOT , " '' "��, I 4' WE ,� , , , , , I 11 " , �,,� ,\ � I � _� I _1� ", I �g� �, , � �,�.�,'] I I �� n �R4- "ig,�_ ", ,I I �O __ ,_ , . � -11 � � ` 91111, �l M., %, . 11 , �\� q',%p.�_,,,, , , , I lr,','�� I r I "" , � ,� ,,,,,,, , ,,�,''�1, 'i "f"'i'L" 'I'll k�_' , , , , .: - ,I , , , " �LL " , "'w""ll"'11, `111""'��`!�',� ` __'�"'1-im��-�','\" , _ : .11 � ll� I ,......� " , _", , �',' , I I ' I �"�,_ �,��,�, _", , ---I--- - -1 EXCEED 2%. , ,� , ' ' r rr... L",r, "" I - . I ,,, ,I I 'r I ' - ' ' "i , " �_' .I",� I . , I "":,�," � � 11 I I * ",r� " . � "-%r, 1, , "',,��gg ...LL" \rl, , - ,,", " , k� , " "I , ," �......� ,""","," , L, ,� ,,,, 'k, ,� I,,,, ,_, i ,i� " % , , ,'�,�-,�L' "" '�__"" .......�, I _ � ,�;66 NO �, I F,%,_� �, , , , , _,�", 11"" "'A , .... �: i . , ��,, ", L", \p , ,", , , " ' 4 - . "", 1%, ',�` - '&�_L :, "I _�,� - L' ,� " ", � . � � � ,,, , ,", , ' - i wr 1"�""L �'�,�,_,,�_-""�, 7 �11 11 �11 RAMP SHALL EXCEED AN - I T'ENTER"$81 81 �, i ,�_�,""'_,�',%' ""'�Zr: F':��__ ,, ,, ", , , ,� '�" . 11 ,,, ,�,j I ,,,, I I I lIzIl-,� ,r,,,,\,, ... I L � ,� , , , , , � - . , "'l- I Z,! \-"' "',��, ' V, � ,� , _,,"",, r,,,:"'' , , , " ,' , _ 11 ii, ,-�� , , I ''", `,,,'�,, �Yl � " I � G """, 11, 111, 11 ,,",,,,L,, � �,,� I I � , , � Wl� , I N, 11 Z" ", .......�'_ ," I "m ,Nz\F� "A "I 8%RUNNING SLOPE OR 2%CROSS SLOPE. � Y JUTTER , �, I " ., � , �,,,,Q� -"'MI- I �"�,,�,_,,'--," "'z,,I "t �, -,- -im, , , I I. �,mm" ,1�11 , , , � �,_'-1,11P, I I ., -1 -, " , PRO� ', �_,'' , , -`t� ' ' m I �11 1�� ,-:I-' -,. " ��-- ft' 'll", ,,,,,N� "11 , � _ " ft I "" , .':.� .." , x� "", , 1, I , "'. - , 17 ,�l I "IV "', m "'p "j 4 \ - , ,�- , 1,-,- - - Y I ,:�:,�j 'rino VALLE ZTER \ .. ,,� � � " � \ " , "" , , g , � , ."I . " " " 46 ,�,; �"� r �_ ,� "', '' ,z I 1, 11 � ll,_� I r % �, 4 Z �*411 I - - I V.."- ., ,4: " rr , "', 'r"', I �11 I',' - - """ , , �,%w I , 0 3. SLOPES EXCEEDING 5%BUT LESS THAN 8%WILL REQUIRE A RAMP AND MUST CONFORM TO THE - " < _1 -.",�.:, I , ,"' I ", ,"'' _�,% " NO \I 0 r , ", \ � , \ ft \ * , I I REQUIREMENTS FOR RAMP DESIGN(HANDRAILS, CURBS, LANDINGS). N , , . " ;,,,��,,4 �7 I - g -,,,,`--�-- "" ,,, �� "',," '�"`,,�l W,�ll L'�"'''r ,,,,,,,""a",", -,',' , "'�l... , , , , ,w , ' I � " ,__ � �,, �,-1 'TIONAV,""\ 11, irr'_L�,,, ,"," "'Hil I I�'' .17 /I "! - , -, , ""'I""I., " '90 ml 11 60 ,,, � " I'll , 11- 41% I " ,'" " ,,�,��, I .%'�i CURB I . 18 &"O I I I �, 11 1 91p�"',,,,;�,, ,�0, �,�_�z�%�' ,, " I* I IN"'�, _� 11 �9' I � I . ,�,! Nl�l �,"� ,,� "'A", ,jz��".-,-,`�_�,�',`��' 1,�lll�, '\��` 111111111. 11 11 I I J�wrmc... 1%1, -, "I,, �l " m % ,�,_�,�', ��rr _��,,"', "" , ,\, O _��', ", ,,- ,I , " - 11 _�,, _�,, _�,, 1, I t, �g (TY", 39RE'STRI ING. , , 0_11�` q " , 0000 ' ' _��', ", , , " Is " ,� , CAL) ... I I � � ,,�� r� .- , 11 ,7 ,\'� , 'r , ,� ,�� , , �," ,,r "' "" *>�%", �' ,�� I I 'I"I ""...... `-,,.,,"�', , 'g,p"�j" , -, ,,�'�1 ''q'r, I I , ," '' g , I ,� , j " I , ,�, I s , 'IT% ""L , , I 1I �;?,;..PAVE4fNT. - . , ',,�,",; ',,"�'�,, �W , �,�', , ",""..'r I I/ / I i -i �,% , �,,- ��_,�a�,��%� "'"'�\�, , , �f ,''W, �...........I I �-W ,"'� ," �, ,�,-em � , 11 " r ,� , �, - , ,, , I I �_ , 1,,�, I (W _6 ll�,�, ,A , %", " lw w -'' ,Ili I I 0 1 'W", , I IN THE CASE THAT A NEW SIDEWALK WILL BE CONSTRUCTED IN THE RIGHT OF WAY OF A SITE THE 11 , _ � , z3, q,: --"-�_ L. � * 11; W - , ,��, , :'pikk _'�', �,, , � 4. �,��,Lr' �"" " �, ' ' ' 11 � RUNNING SLOPE OF THE SIDEWALK SHALL NOT EXCEED 5%AND THE CROSS SLOPE SHALL NOT , ", �,� �,�" 1!U-�"�, "�,", &"L_"�_"�W"L';' '�,", --t �,, rA ", �l 1, N"'i "......,--- , ""', _ ", I I I 1, I ., '' � -_'-"'','"""L',,," '' I 11-1111+4 w �,V\, "g , . r I ':, ,,� 48 lflrwalj,�,lyn __, ,,,, "," "_:__ , '' ' �ftll",�` '� ,, M"��,�,'�",�k-l""-",�"*",c ift" , I , 41m, ,�: ,,,,,,,,, w 11 I i , , !I yyN "�_, I.11�1�11 I � �' ;�� I - , , ,, �," ....... "" , , "'' " . ",, % . -, -MARKINGS "\,,,,�� ", F' � A�"lk_,�, i , , -,�,Jp- I " 01"ll EXCEED 2%.THIS STANDARD APPLIES TO CROSS WALKS IN THE DRIVEWAY AS WELL AND WILL I. I RIM " " -I'll I , � - I I " I �,i""" , 11 ," "I'll �,\-1 - , � ,"ll,, I I _' __77 , I , I I I �" �*, * - -_ ,�/ , I I ":J1 , le I ,% ,, ,, . ,'_, 6 , PROPOSED ' ' F �, 1 3-�k �l� JRE PLACEMe-_ I �'wl x , 346- '\',,� , ,�I � ", , �l _,I , - �_ A�,,_,,�z� 1_111�111 PER APPROV r REQUIRE SPECIAL ATTENTION DURING STAKING TO MAKE SURE THE 2%CROSS SLOPE IS MET IN ' ' DO * , LL , I �l ,,,,_,'�,��, �, I'll ,;, W�� ", 7 �, I . ,� r ,,.,,,, 11" �' ) ) � I RIGH I-IN UVAL I � '. " � =' , ,,�� , Ri O' . liw� "ll, ,�',,4 r I 0-1,11 - , , L� 11 � \"Al�'11'1"_-- , '. '1'1`11� � hS NOT VE -_ �"1:tjLAN THE CROSS WALK. L 'I I,�',- '%,'.11 L zzz � " k"""', I �"I �,,',',,k,;��,,,, ' \ 11 - , LLL' ,� ,,,, _-�-� __ __ 1. 1��l I� '%M mv�,�,� '� , , .� ` R100' I k,,& - lffip-� , ,ILI— %N ,:. (PER FDOT INDEX No.515) . I � r, ,� ,,, I , ff',"x, I ll-, ,.r I , ; - I -c: "' ' ,;�', 11 -, , r '', L �,",�', I- M.,'ETER SIANDAR " "'UYANY . I . �-,:-."�1,..,:� � A 11 �,�"""�""","","",",��,',,,� , "%,"%,��, I LL, � I �� "I I I I z I — mIu M R25' �L, ,, " � l I I ��"L 0 I U COU 5. IT WILL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO ENSURE THAT THE HANDICAP z NMINI I - - L __ �l"''" , , I 11, I .. . I ' 'I Ir � �_ �,� 1, IL . . , -1111, " L.. ....�j�,�"'L,I' ", 1 14 rn I�.,!j"�,.'� ,� � t I "%,,"L" I ' ' . / ��/�SPECTION ,\ I —— � % � `1 , I� 1 �Z4:. ,,, - , , �, '� ' ' I �" I , �,,-,�,,,% "'I",111,11,11", I I %, ,, �,�ll I .1 "I . '-. FiC TO qX.POLE . I ,�,I L I ,', PARKING SPACES,ACCESSIBLE ROUTES,AND SIDEWALKS/CROSSWALKS ARE CONSTRUCTED TO rQ I ,... 'I ,�,I �,''�\�, '' """�,% "", I'll L I 13 '; I (A ...- I ",�ll I W I 1�,� 91 , "�',", �r" �� I k I .. '� L � I llr�I , 1� " I'll�lfl- , "" :,��-,,, I _�, zo I m MEET ADA REQUIREMENTS. 'r . . I L, 11 ", , , I I �: - ��- 1 � I ,,��e,,,� I � ;��V, __'i � ,,,�',",,�','I - I I I . I I ,�i 0,;� �, EXISTI�G , ____ll � %,_ ",�t , I . 7 '"', � , ,�,,� . I I , , "' ",c I IN I " I -,� `�� I - � . , ,�: , , -"I,,, �, 1, 1 6. ANY REQUIREMENTS LISTED ABOVE THAT CAN NOT BE MET SHALL BE BROUGHT TO THE I I . C LIGHT POLE z ,, , , " J , :-, ,��, "I I W , - 11 , I "". "; �l ,,�,,�;,� I z I , I 11 I L � , , .. . '.�, , 101� ,%r%�,, 'L I ij,", ENGINEER'S ATTENTION IMMEDIATELY.ANYTHING NOT BUILT TO THE ABOVE STANDARDS WILL I . . I � � . I �SN I .. I I-,I] I� � ' ' " � . REQUIRE REMOVAL AND REPLACEMENT OF THE NON COMPLIANT AREAS AT THE GENERAL I � -�.I MATCH , -1 2 - ,, . '': , � -1 - ,�:� ,, "c'� , In—� ,; I I TO REFIN � ", il� % ,�11 I " I I ._".�I.1 i EXISTING /L R25' ____ - p I . CONTRACTORS COST. I l."':'I,I SIDEWALK z, I mom . I l< .. � ., [ .:�, / .;:�,�'. -ACCESS19LE RAMP CR.F 1, - ��1'" - I * I Ilil 1-: `� \l- 4.�-�,-6!?,:--- Wl DETECTABLE WARNING �, : _" I I'. / i.I_�:"] SURFACE IPER FDOT INDEX NO.304 % !: , - I I `�'I I I 1,�� " 11 _,� �1' " -":�I 1, . ! I (A , . � _� : ( GENERAL MOM& ,'�. " I 1� I I I 1,%� a I., I I — . '; �l I . , � 11 / . �� I - I . - . I __�:�l NN\6�1\11 w . 1. " '. - 1. NO SINGLE LANE CLOSURES ON MAYPORT ROAD FROM 7 TO 9AM AND FROM 4 TO 6PM. I .", ..'_ I . `11_11 LI 3.2' 11 �T.'' / 11 I ,.__!,l - - - j I � _:. I I , . ... a �'.. Tg' - - 'o 1'.�i.1. " _',I�' I — 0 77 2. ALL WORK PERFORMED WITHIN THE FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY I I '. " - - - ,.� � l�".l_,:'.'ll 15SUPETU�FER ---- I , � I I F..1 / I ,�,.:-,� -- SHALL CONFORM TO THE MOST CURRENT EDITION OF THE FOLLOWING PUBLICATIONS:STANDARD ��'__,' 1.-,��*,... 3 -- ---- r! SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION(ENGLISH); FDOT STANDARDS INDEX � - . � � - - I ,,.�, I/ "'��:'�:�'*l 1--l" - -- - - I 300.1 1'(F) . "..I, - I p1l, � " - (ENGLISH) FDOT PLANS PREP MANUAL; FDOT FLEXIBLE PAVEMENT DESIGN MANUAL FOR NEW 11. I '."',, - . CONSTRULTION AND PAVEMENT REHABILITATION I I I., ,�, 11 V:-�`!�_'-ll ,� � 00 (BEARING BASIS) 300.00'(D) ') - I \ . . / 1'...,,,,,�, 9-L I'll) � . .. 11 "', S88-17'50"W(F)(D) / .1 . �,� �/ I /1, I ..I ": 1. � �.;�%� , . 3. SHOULD A CONFLICT ARISE BETWEEN THE DETAILS SHOWN IN THE PLANS AND THE DEPARTMENT _I I." I" 11 !,..:",� :�:- b 0 .,. . - OF TRANSPORTATION STANDARDS THE ENGINEER/PERMITTEE SHALL IMMEDIATELY CONFER WITH " . 1'."�j H 1'�' , ", I / :_� I I " I I ,:',I _____ I" . I 1,� I�,\\]�-,,,-,i.,-��-1 11 1-11, . . 0 - I II�: , , , - , 1,-_ -_ _ THE DEPARTMENT'S ENGINEER IN ORDER TO RESOLVE THE DISCREPANCY. IN NO CASE WILL `�. .,,�j '. 1 , ___ --- - - \ ,___11' I . I �..I -_- --- - - - -- _ __ ___ __ _ _ - - __ _ _ - --- -_ - - _ _ _ _------ __ --- I 1\ Al ANYTHING LESS THAT THE DEPARTMENT'S MINIMUM STANDARD BE ALLOWED. . I /' , ':,j! 11 11 .��'.�,,.,..-, * � , �...�1�.`_' \1 � jj�,��<!�,:-`%. - - --- - -. ll;�, I �, ..'� :":...��. Al CITY OF A TLANTIC BEA CH e, 4. ALL TRAFFIC STRIPING AND MARKINGS ARE TO BE LEAD-FREE, NON-SOLVENT BASED I I ,_ . ��,:'� � I , J I I I -, I � .�. .�, \'li , "I ' 'I, ,:�:�,�",� , 0 1p THERMOPLASTIC. , � .I.U , ..: t.l�I � . . 01 '_'.1-1, 1'.. I -, , %. 1:_. _// I,.,.,`��'. , - ."'.. �[ . 11 RE#169398 0070 , f: , :'_x ".., . _ , �..�...�., 117 1p ____ - - __ - - - __ __ __ -11 - __ __ -_ - - -0'-w- 5. REMOVAL OF EXISTING STRIPING SHALL BE ACCOMPLISHED USING THE"HYDRO-BLAST"METHOD. IF _11-.` ��.`:..,.�::.."� 1. ,,.._.,�' - - - - - - - -- ____ -_ � E-I "-,\\\ I 0 �� I., I . � " �,� , . . -_ - - '. \ /1,� ., ,,�,- ,�........ �- .,,,,.I"' .I I� - - - - - __ ____ � THIS PROCESS DAMAGES/SCARS PAVEMENT,THEN THE PAVEMENT SHALL BE MILLED AND _ , 1�'_ "'..�.......I, � � '�_".'�,: Ili " I 1., ,. ,, - I ['�` " �� '_` I . . ___� I- ,,�,�� ., I . : :_!, I RESURFACED PER FDOT STANDARDS. I I. I � I : _%- " � I � .. 1,.:��`,, I I.�,- I� " --I + Oi� i , . "', I r--:-,t:".,. -_ -... 6�1. � 6. ALL CURB AND GUTTER AND SIDEWALK WILL BE REMOVED AND REPLACED JOINT TO JOINT. i . -'i P 1�_ �" I . _q) 11 .11: ., # � , I � , , , 'A,q< , ___l . , 1� I .1. ,�'. 1'� .11". 11 V I . ... .. r, I 0'.'.,:"�'...%:_., N "1 6"".,- ,/1 4'--- * I ," X " '..", U'�� - , . L__ __,"! �� " i 7. ALL DISTURBED AREA WITH THE DEPARTMENT OF TRANSPORTATION RIGHT OF WAY WILL ',_I/�� , ,,,,l`"'.,, " , , � . , li I . . ,� Gc J,,�C ; 250.00'(P) 1�p 0 e, L_ - RESTORED TO ORIGINAL OR BETTER CONDITION BY GRADING AND SODDING THE AREA DISTURBED I,-`�. " -, I""':�,": : '36'45"E(P) . . � 1 A_ ,": ,""ll I I � _ X __�_ - X - X - I "", - N88 - (BERMUDA IN RURAL, CENTIPEDE IN UTILITY STRIPS). 1'.�":%v" � ��,\ ",� 249.85'(F) cb -_ X �, , ,;,,, I I, I I I ,�:-.,-:.::,-'., , . -1 9'38"W(F) I :,�:,z � I,--- r" I \\ I I 1, S88 -,,.,... . '' I �-, 1: 8. BURNING OF MATERIAL AND/OR DEBRIS IS PROHIBITED WITHIN FDOT RIGHT-OF-WAY. 4�.l � .. , I . "r... i 11 I . . I , , , I �� I :1 11 - - ...�"'�' - , , -�*-"'. - 9. ALL LANES MUST BE OPENED FOR TRAFFIC DURING AN EVACUATION NOTICE OF A HURRICANE OR C3 .:,�,,�,;,] Ili ., � .1 � Il A I 1, 11 ��",: - :I -,� � �' �l __ "�', ,�' � OTHER CATASTROPHIC EVENT AND SHALL REMAIN OPEN FOR THE DURATION OR THE EVACUAT ON .�,.,�:!,-",,j ,� bo.00'(FDOTj ' � '"' - - - - - _Ck� 17 N. LINE OF FAIRWAY VILLA-S ----- I . I I 11 , .:, ,� I -I,. PLAT BOOK 39, PAGES 22 AND 22A I OR EVENT. - , % I I I I I ,:�'.'-! 11 , A � j I... ... i 1 � , .� \ ! '..-, 1, � �� , , [.�-.-� ,11 it \�\1�� I _ :. : . . _ . , � .� '. � I \ I ... , -1 - I I [,.'__��l I � . I I 11 , "" � LOT 51 :�";", I _ I . I 11 " 11�'l I I �' I I I III I,","I,,��,,,�.l I , , ," . . I I 11 I .11 I I I"" (n . LOT 50 1 I 11 I 0 1 LOT 52 FAIR WA Y VILLAS . I I I 11 I 11 I I r13 I \ PLA T BOOK 39,PA GES 22-22A I - , � I I I I cli I \ I I I 11 I ;�p I / /))l I I 11 I I I' I I t: I \ ^N> I . I . . : I .1 . 1,nvl . � I . -11 I � 114AA �� ! -.�it.111111 , - L \\\\% .,/// I Z� -\"OMAS "' \, k 'I '110\'�\l -1 "- 0, "', � \1 1�� \�jc '� N . �<, ., . "� .. . 'A � 111, 011, "W, '\ - S�:,..�p - ' 41 \""`\\\ \� " "t"ll %Z" � \ A I 'a � � A 02-26-15 DTR . I m4m,55i F I. \1 llk '*"' I OB&LAO YONN 1�1)100' __ - - ",' , - ", . I � E,' NG � i',4 E , R , i' a D'RE FDOT ACCESS : O. 77 ..I-g s H - : .. - . - � 2 12-30-14 TRE REVISED BIKE RACK PER ZONING COMMENTS -��_* : *= - :: . . . 4950 W. KENNEDY BLVD, SUITE 600 11-21-14 HR . I _ 0 . �&� DTE 0 . � * - TAMPA, FLORIDA 33609 _A�_ . _ .. �� I - - ATLANTIC BEACH, FL DR �� ;�\ '.. STATE Op ...'4��- . I Phone: (813)379-4100 REV. DATE DESCRIPTION -,,"'o *':'�ORIDP, .-* Z��<, Fax: (813)379-4040 '__ CHK � I I I — � - 1I I. 1 I ___ I � � — N , 1 1111111 11, 1 I'm 111 � , , , \ \ � I \\ 11, - I I A I - I_ . , I � krIll �::�_l I X i--1- .., I - - L_l__ _: 7 rro ::: k " ;7 ' - -- i� I / I * C\'�-,�, SITE PLAN I DA�, "_ ** Y** 'p, \ . � ThomasEngineerinctGroup.com DOCUMENT CONTROL FLOR�vn 6 1� * I I S�r t-N'Er',7ql&6 . � - - - - FLORIDA BUS NES hkj 01FROTH.No 27528 PROJ. NO. TDWG. NO. C-4.0 _. I . . . k,��1:ill'' � '�,� I , -I � . '' .. � � % ___2, ll ",-� _;,,�, _,��. ' -Ll , i A 1, � , I _ , , ...�, :_ ' � ,,-�''' -11 - . . ,� : � �, � I I 1 . '', ;�,, �,."'��,� � I �111 , W4 ,,q-, �� , - I I 11 � I , : I � 7 ; �1, o ,iR �! , , 1, � - � �,lt ,� :!, :, i____ I f � � I I 1; �l 1,� :� s I I � ,� i l��, , -, � : � : . - � - I I I I I . I 11 -1 ___ __ ��l � i�',�x�'�`, ,',�,"'� � � p, ,) ,� � �� ' �� !,� - �J � - -- — �'!,l 1�� ,� :'i 1 1 lj,� — i � I q - �, __ --i' -�: I � - - t i I i AliME, Rossi IN a t ��3 �: 9NORM lt"d 4}'s w r �. c Lv \z' 11�1 GNJ� ...R ....... „u..> P.. >, III 1 I L12 SPECIFICATIONS it N&GKOI.ING.LNIKE I II I I �,; STANDARD PIPE � , �E- 1I I I I @ TENON /.ENG ni OF POLE 4 Q ET E,V1BEDMENrSPE(IFIEti ---._� _____FI: + III +I I + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + HCIGEIIA<3GL'EGRCIIJIVCI :._____ '�- FT. 0.1 III a.1 10.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 I 3560 III 1 I WEIGHT LBS. + III + I + 0.1 d.2 0.2 0.3 0.3 0.4 0.5 0.4 0.4 0.3 0.4 0.4 NMI '501(b) 0.3 0.3 0.3 0.3 0.2 0.3 0.2 0.2 JQ0,00'(a.� 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 rt�iL,Piae � � wwE>vELr�cITv(MPFi) tzrl 14ti tsL� ( I I N881 58 E(C) 299.88'(F) - --r - + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + a i ; i ; MAXIMUM EPA*64IFT) 14 7' I 4 0.2 fII q.3 1 0.3 0.5 0.5 0.6 0.7 0.7 0.5 0.5 0.7 0.7 0.6 0.6 0.6 0.5 0.5 0.5 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.1 3X Fir^.hvD ; AbovEemtzcltit,f+antshuv✓itsarxi.t?thc>rerntiedmentdeE7ihtnaytzeregisirecl + I + + + + + + + + + + + + + + + + + + + + + + + + + + + + + OVER LL ' I{CLEt'dliti i"�thcr,cailcrnditians: 0.4 0.9 1.2 1.4 1.4 1.4 0.8 0.6 0.5 0.7 1.3 1.4 1,5 1.3 1.2 1.1 0.9 0.9 0.8 0.6 0.4 0.3 0.3 0.5 0.6 0.6 0. 0.2 STANRARD PiP�TENOP� SIDE I + + + + + + + + A '+' 'J' + + + + + + + + + + + + + + + + + + 0.6 0.9 1.4 2.0 2.7 3.7 4.2 2.0 1 3 - 1.7 .2 .9 0.6 0. 0. N1ulNkl C11,AitiE ) Ou151[1kDiAvlLrFh{IN} I _w 2„ 2 3/8 n ---- -- - + I + + + + + + + + + + + + + + + + + + + + + + + + + + + + l t2 l ll}3 0.7 I 1.0 1.6 2.4 3.3 4.5 5.0 2.7 2.2 2.2 2.1 4.3 4.7 3.9 2.9 2.4 2.1 2.1 2.4 2.7 2.1 1.0 .0 0.9 1.6 2.4 2. 4 0 0.7 0. 0. 3" 3 112" i I a I 0.8 I +1.1 1.8 2.7 3.6 4.9 5.2 3.7 3.3 3.2 3.1 4.8 5.2 4.3 3.4 2.8 2.6 2.5 2.7 2.9 2.4 1.6 1.5 1.4 1.8 2.4 2. .6 .1 0.8 0. 0. 1. 1��,, 1 Please order tenon by nominal diameter. 1 0.8 1 1.2 2.0 3.0 3.9 5.2 5.8 4.6 4. 4.0 5.4 6.0 4. 37 3 3.4 3.3 3.2 3.4 3.1 2.8 2.1 2.4 2.8 2. .7 .2 0.8 0. 0.1. - ® EMBEOOU 1211 740 X150'' Ppt E SH%FT ,�$IZE WEIGHT P�1 LNGTHE MPN MPH �NI�H + + + + + + + + + + + + + + + + + + + + + + + + + + + + LENGTH T.YPE_JI-P BUTT .As �h�S Ifs SAVA..�-UEFA 6 t EFA _UEFA"' 0'9 I I'3 12.1 3.3 4.2 5.1 5.4 4.8 4.5 4.4 4.1 4.5 5.5 5. 42 7 3.5 3.5 3.6 3.8 3.3 3.1 2.8 2.9 2. .7 .2 0.8 0. 0. o I 17' 1 4.5--7.25` 600 1200 7' 11 7 6 1 0.i III 1 2 1 1 s 8 900 1200 7' 8 4 3 + + 0.9 1.3 2.1 0 W 5 5.0 4.7 4.5 O .20 3. 3. 3. 4. 4. 2. 2. 3. 3. 1. 2. 3.2 2.8 2. .7 .2 0.8 0. 0. g 28° I 9.5" I s3 1310 8" ' 1 3 I ^ 34` 1 ' S -1 Q.5- 2130 131,19 9' 8 5 k F-rcco.;i- rAl C II 6 1 5' 2700 2400 9` 12 S 4 C + + + + + +0.9 1.1 1 1.9 8 �0- 5.1 4.8 4. 3.8 3. 3.0 2.5 2. .6 .1 0.7 0. 0. 40' m 12 " 3sha 7�0o I a I 7 a 3.5' 4570 IV Is 8 5 LLJ 51', III ;0 S 114.75" 60 0 3504 I I' I0 8` 5 -=-- 1 r --- -60-- -._...----- -- - -..- -. - I +1 ---- --......-.----1 --1 ------ 58' III I G a l ti" !il(10 350p 13' l6 13 8 0.8 III 11.1 �1: 3. 5.1 5.4 4.2 3.5 3. 1 ,: 3.1 2.7 2. 6 0.7 0. 0.1. 03' III i 6'-L0.7,S` 90"30, 3500 13' 21 9� 4 _ I + 1 +1 I + + + + + + + + + + + + + + + + 0.8 111 11.0 I 1.3 3.5 4.6 4.4 5.3 4.6 3.5 3.3 � 4.4 3.4 2. a7 0. 0.6 0. 0. I 1 + 0.6 d.9 1 1.0 1.1 1.7 2.3 3.6 3.6 3.1 2.9 3. Q1 3 4.8 3.6 2.7 1.9 0. 5 0. 0. III I I DO�&�1 Q MIRE i 1 I II I A + + I + + + + + + + + 1, + + + + + + + + ApproVed By: Project Name: 0.6 � II q.7 I 0.7 0. 3.7 3.5 4. i 3.8 2.8 2.4 a 0. .5 0. 0. 1 SYSTEMS14 1 1I i (9,973 SF) _......._._.._ o Location;---- ---------- Date: WLS + + + + + + + b + + + + + + + + 0.5 I I Iq.7 i 0.7 3.6 3.5 - . 4. SITE AREA = ±1 .86 AC 3.9 2.4 1.3 0. .6 0.5 0. 0. P.O.Box 100514 q Fort N'ofth,TX 76185 800.633.8711 Fax:817.735.4824 www.wislighting.com Consider the Impact I I� I 1 ® SpedficatiunssubjeattochaMewithout rwuce. 14 Rev.3f14 I 11 _ + 0.6 .8 1 1.0 1.3 2.0 2.6 3.9 3.7 3.1 3.0 I 3. 4.4 2.5 0.7 .6 0 0. 0. B CONCRETE POLE DETAIL + III +� I + + + + + + + I + + + + + + + + 0.7 II d•9 1.3 3.8 4.8 4.6 5.5 4.7 3.e� 2.9 3. 1 3.7 2.5 1. 0 0.7 0.5 0. 0. 1 I I II I I ��'" p SCALE: NONE I I I I o..� � o7 III + 1 + �. + + 111.0 I 1.5 3 4.8 5.0 5.2 4.8 4.0 3.2 4.2 2.9 2. .5 .8 0.6 0. 0. .-. 1 111 I I o N'd77 N F] W W + III +I + � � + + + + + + + + + + + o r 1 1 0.8 0 1 1.7 X30 4.1 4.4 4.5 4.2 3.9 3.4 2.9 2.4 2.7 3. 50 .9 2.9 2.9 3.7 4.6 3.2 3.0 3. 5 5.3 4.1 3. 4 9 0.6 0. 0. 11�� 1 0ZZ C - � ►�� 1 Calculation Summary + + + + + + + + + + + + + + + + + + + + + + + + + + + + + N N 0.8 1.2 I 1.9 3-� 3.8 4.3 4.1 4.0 3.7 3.3 3.3 4.1 4. 4 0 .8 4.2 4.3 3.8 3.6 3.8 3.9 4.9 4.0 3. .2 .9 0.6 0. 0. I I Lr- Label Units Avg Max Min Avg/Min Max/Min PtSpcLr PtSpcTb 11 + + 0.8 11.2 2.0 3.0 3.8 4.5 4.7 4.3 4.2 4.1 3.8 4.0 4.7 4.4 3.9 3.8 4.2 4.4 3.9 2.9 3.2 3.4 3.5 4.0 3.8 3.1 2. 8 9 0.5 0. 0.3OVERALL SUMMARY Fc 3.51 6.0 0.9 3.9 6.67 10 10 1 1 I I 11 + 0.8 1.2 1.9 2.8 3.6 4.8 5.3 4.6 4.2 4.2 4.0 4.7 5.1 4.6 3.8 3.5 3.5 3.6 3.0 2.0 1.9 2.1 2.2 3.2 3.2 2.6 2. .5 .9 0.5 0. 0. 1 I II B + I1 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.8 1.1 1.8 2.6 3.4 4.7 5.7 4.7 3.9 4.0 3.7 5.0 5.5 4.6 3.6 3.2 3.1 3.2 2.8 1.5 1 1.6 1.6 3.0 2.8 2.1 .2 .8 0.4 0. 0.2Luminaire Schedule m I cli + ji + + WLS10565 DOLLAR TREE ATLANTIC BEACH,FL PM:CINDI PLEASE CONTACT US FOR PRICING ATcbronstad@wlslighting.com n 0.7 1.0 �1 4.3 4.7 3.1 2.3 2.2 2.4 3.7 4.9 4. 34 .8 .5 2.4 2.0 1.0 0.9 0.9 1.0 2.1 1.9 1.5 1 1 0.6 0.4 0. 0. U_ 1 1 Symbol Qty Label Lumens LLF Description 1 I + II 1 + + V_ I I I 0.6 11��.9 I 1.4 2.0 2.8 4.0 4.6 2.7 1 1.8 1.7 3.6 4.5 3. 27 .1 .6 1.2 1.1 0.9 0.7 0.7 0.8 0.8 0.8 0.7 0.6 0.6 0.4 0.3 0.2 .1 3 A N.A. 0.900 WLS-STL FTX LED SS-CW UE-GS 30'MOUNTING HEIGHT � I I III I IIIIIII Dr + I + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.5 1 I 9.8 1.1 1.6 2.1 2.8 3.2 1.7 0.7 0.6 0.7 2.3 3.0 2.6 2.0 1.6 1.2 1.0 0.8 0.7 0.6 0.5 0.6 0.5 0.5 0.4 0.1 3 B N.A. 0.900 WLS-STL-FTX LED SS-CW-UE GS 30'MOUNTING HEIGHT CL I i III 1 N 1 i I I I ® 2 D N.A. 0.900 WSR LED 21OA700_40K SR3 MVOLT ELCW 8.67'MOUNTING HEIGHT + I + ccV.1 I I 0.3 11 �1.5 0.6 0.7 0.7 0.8 0.9 0.8 0.6 0.4 0.6 0.8 0.8 0.8 0.8 0.8 0.7 0.6 0.5 0.5 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.1 1 III 1 I ® 7 E N.A. 0.900 WST LED 210A700 40K SR4 MVOLT 12'MOUNTING HEIGHT 1 I 111 1 + + N 1 I 0.1 ( I1 �(.2 I 0.3 0.3 0.4 0.4 0.5 0.5 0.4 0.4 0.5 0.5 0.5 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.0 0.0 I 1 III � I <= I 1 + III + + + + + + + + + + 8 ING I ' + + + + + + + + + + 0,��'(FF + + + + + + + v I 1 I 0.1 111 Q.1 I 0.1 0.2 0.2 0.3 0.3 0.3 0.3 0.2 0.3 ��50�W(F)( j 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 _�.( 0.1 0.1 0.1 0.1 0.1 0.0 0.0 GENERAL NOTE: S881 I ALL FIXTURES MUST BE EQUAL IN MATERIAL,QUALITY, a' I + I I + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + STRUCTURE PLACEMEf�IT WARRANTY,PHOTOMETRICS,SIZE,AND FINISH. ALL FIXTURES a 1 0.1 I y 0.1 I 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 PER APPROVED SITE PUN CONSIDERED EQUAL MUST BE SUBMITTED TO THE II I IS NOT VERIFIED BY ANY ARCHITECT/ENGINEER DURING THE SHOP DRAWING PROCESS. I I I STANDARD COUNTY INSPECTION A PHOTOMETRIC CONFIRMATION,WITH A POINT BY POINT LAYOUT MUST ACCOMPANY THE SUBMITTAL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING FIXTURES TO THE n ENGINEER'S AND ARCHITECT'S SATISFACTION. THE SPECIFIER WILL REVIEW SUBMITTALS ONE TIME.IF REJECTED,THE 0 CONTRACTOR SHALL SUPPLY ALL FIXTURES AS SPECIFIED.- 40' CONCRETE POLE W/10'BURIAL DEPTH SITE LIGHTING & PHOTOMETRICS PLAN ------__ __------- --- _N_ SCALE: 1"=20' � 0 10' 20' 40' m co P f.1 `y, IV d 1 12-12-14 RAD TEL REMOVED LIGHTS&ADDED CANOPIES PER PLANNING COMMENT - LO 11-21-14 RAD TEL f ATLANTIC BEACH, FL C3 A REV. DATE DR DESCRIPTIONyP: SITE LIGHTING & PHOTOMETRICS PLAN � ', ,` iso MOBILE3901 ,ALABAMA 36608INGHILL AVE E CHK DOCUMENT CONTROL . ''u ''`` ~'> ' "" (251)344-7073/FAX(251)343-9179 •• +� PROJ. NO. 1405-137 DWG. NO. C-4.1 Is GENERAL NOTES MATCH EXISTING 1/2 1. Sidewalk curb ramps shall be constructed at locations that will provide continuous unobstructed 5'TYPICAL �• p CONCRETE SIDEWALK pedestrian circulation path to pedestrian areas, elements and facilities within the right of way and to TAgLL QF DETECTAt7LE accessible pedestrian routes on adjacent sites. Curbed facilities with sidewalks and those without A sidewalks are to have curb ramps constructed for all intersections and turnouts with curbed returns. WARNINGSTYPE'B'JOINT(TYP.) R SLOPE 1/8"-1/4"UNLESS 1/4 ,. To accommodate curb ramps, partial curb returns are to extend to the limits prescribed in Index No. _ OTHERWISE NOTED 515. Ramps constructed at locations without sidewalks are to have a landing constructed at the top of CURB RAMP CURB TOTAL AREA . each ran;p. see LANDINGS FOR CURB RAMPS WITHOUT'SIDEWALKS. SEE NOTE 1 g p r UtTYPE RADIUS (FT) (SF) z . When n altering existing pedestrian n facilities, where e existinJ restricted conditionsseclude theCR-A R p NIA 8 accommodation Turnout 0i" odation of a ram a slope of 1:12 a r anrp slope between 1:12 and 1:10 is permitted for a rise 1 p p e of n: i r CV 6" maximum. Wher ✓ e compliance with th _ Side Road t e requirements for r- . •�` ! cross slope cannot be full met the mi 'r CR-B � � i p / nr num NIA feasible cr cross slope pE shall be provided. Ramp sloe are - �: y, (STING SIDEWALK TO PROPOSED SIDEWALK p p p s a c not required to exceed 75' in length. �? REMAIN 3 - _°. SEENOTE2 JOINT transition sidewalk curb ramps sae located hre pedestrians walkacrossthe ramp, then provide CRC NIA B PREFORMEDJ 1f sid FDOT93211 slopes t the ramp; 1e�° ik r .b Inay be required. CRD 25 11 A SECTION A-A PLAN TYPE'A'JOINT 4. All sidewalks, ramps, and landings with a cross slope of 0.02 shown in this Index are 0.02 maximum. CR-E NIA g All ramp slopes shown in this index as 1:12 are 1:12 maximum. Landings shall have slopes less than or LINEAR SIDEWALK RAMPS equal to 0.02 in any direction. \ CR-F 10 9 TYPE'B'JOINT(TYP.) 5'TYPICAL 20 11 5. Grade breaks at the to and bottom of rams shall be 13 p p parallel to each other and perpendicular to the 25 direction of the ramp slope. 30 14 3 ` � Y' N3X ,<Y % < ` \ SEE NOTE 1 1-1/2" r.\�. UlK( R' •. t ... ., d d h ` 1/8"� b Where a sidewalk curb ramp is constructed (within existing curb, curb and gutter an for sidewalk, the CR-G 10 10 �\ ^ existing curb or curb and gutter shall be removed to the nearest joint beyond the curb transition or to 20 11 SEE NOTE 2 the extent that no remaining section of curb or curb and gutter is less than 5' long. Existing sidewalks 25 12 ELEVATION shall be removed to the nearest joint beyond the transition slope or to the extent that no remaining 30 14 1/4'R l - section of sidewalk is less than 5' long, For CONCRETE SIDEWALK details refer to Index 310. CR ! 20 8 TABLE OF SIDEWALK JOINTS /� 7. Sidewalk curb ramp alpha-identifications are for reference purposes (plans, ,permits, etc.). 25 & NOTES: Alpha-identifications CR-I and CR-J were intentionally omitted. Y 30 0, 1. SIDEWALK SHALL BE 4"THICK EXCEPT IN DRIVEWAYS WHERE THE THICKNESS SHALL BE 6"' TYPE LOCATION - = --- �� 8. Detectable warnings shall extend the full width of the ramp and to a depth of 2'. Detectable warnings 2. SUBGRADE BELOW SIDEWALK SHALL BE COMPACTED TO 98%OF MAX. DENSITY PER A.A.S.H.T.O.T-180.(12"THICKNESS) ) L R K NIA $ shall be constructed in accordance with Specification Section 527. For the layout of detectable warnings, 3. CONCRETE STRENGTH SHALL BE MIN.3000 PSI @ 28 DAYS. 'A' AT CONNECTION BETWEEN NEWANDEXISTING SIDEWALK refer to the TYPICAL PLACEMENT OF DETECTABLE WARNINGS details. Detectable warning TYPE'B'JOINT Js shall not be CR-L 10 18 4. SIDEWALK REMOVAL&REPLACEMENTS TO CONSIST OF FULL FLAGS. provided on transition slopes. 15 I.� 5. PROVIDE EXPANSION JOINT(TYPE-I AT CONNECTIONS BETWEEN NEW AND EXISTING SIDEWALK. B' 5 FEET CENTER TO CENTER ON SIDEWALKS. PICTORIAL VIEW 9. When detectable warnings are placed on a slope greater than 5%, domes shall be aligned with the FLUSH SHOULDER centerline of the ramp; otherwise domes are not required to be aligned. OPTION A 10 11 CD 2Q 1=7 10. Detectable warnings shall be requir ed on sidewalks at: a. Intersecting roads, 25 75 b. Median Crossings greater than or equal to 6' in width, 30 17 c. Railroad Crossings, 40 19 SIDEWALK DETAILS d. Signalized driveways, � p,,� 50 21 JJJIII 11. Detectable Warnings - Acceptance Criteria: OPTION B 10 10 SCALE: NONE a. Color and texture shall be complete and uniform. 20 10 b. 90% of individual truncated domes shall be in accordance with the Americans with Disabilities Act 25 10 Util. Strip Standards for Transportation Facilities, Section 705. Grass Or Pavt c. There shall be no more than 4 non-compliant domes in any one square foot. (2' Alin.) d. Non-compliant domes shall not be adjacent to other non-compliant domes. Srdet��a1F e. Surfaces shall not deviate more than 0.10" from a true plane. 0.02 12. Detectable warnings shall be installed no greater than 5' from the back of curb or edge of pavement. - -- -••••- ----- - -_-- 13. Detectable warnings shall not be installed over grade breaks, Sidewalk Curt, - � VARIES(SEE PLAN) / 6° i B" 244 CONT. 6„ �S 2"R ASPHALTIC CONCRETE SURFACE o Z SLOPE VARIES(SEE PLAN) 0 o SURFACEICCONCRETE s 2 o°ao�000�0�p p FO-6 -. oa0000 u LU LU ¢ �� g: i o00 ° 00000aaoao \ J 'XI/\f /\ oaaaa aaa$n.$a$4 __. / - ooaaoaaoaooaa�3 ` raanoa _ m E 00000ao \ , .�"\•.... f.^ W �� , i., y \ \ r,''�"� co 0900000a00P00 gam' �% I I SLOPE(SEE PLAN) Uj •,� SLOPE VARIES(SEE PLAN) o eoaaaog00000 _='" / ad I. \ a. /X Ramp Width ,. 6,.: s,, `\ / r �\\;\X;'\\f\\:\ \\\\' PLAN VIE \�\, W PICTORIAL VIEW - ! CR G SHOWN ` \ �. \/\ '\ \ \ \ \ B�I� MI 4� i r`. PICTORIAL VIEW CR-G SHOWN \ , •`, ! ,... r !ri %�.;...� . ,, / r (OPTION A) (CR-F AND CR-H SIMILAR _ ) (OPTION B) (CR-F AND CR-H SIMILAR) a LU Z 77 7' CD N V J \,'\r` ,A \ V/AA,,,i�\,+��V�� V�i,+\\\,�AV\/\.,eVV\�l�V��AAV�� V\ �'�VA/V�'�,V 4,`��.A�',..A � ..� VA \''+��\. A 5 Q m m w .y�'v.,y�•,w'y�w'yvy%w ` TYPICAL PLACEMENT OF DETECTABLE WARNINGS Co W = %.;'V'�� y�,�A /VA��V\V�VA��VA;V '\ \ \ v%�' A/\�\VA'R1, � �IXJ��}p/� �v�//(�� Co N \ \, A/\ \,. A✓\i\`�\J\.✓V �\ \1/\i`E''�\F\A,V\.' Y=\ \r'•\ /A \ \''��,f/\,.'VA \A �� CUID / RAMP DETAIL�FD ��(,"\J\/► //']'�\'A\�Vy/,(�� WARNING }}}�� }� (/�� +''f.,=.''`f.'..,a ,''!.✓�/�1°,�i.•''.r'`,,.=i ,' ,',+" 1f,=` /. /,'' /'.`.I>.•"'f.A'=.i.t"0` >Af/.'a."'✓/.`•V <� `�.,`,f�. f• '� ®T CIR-F �� JL YIA LdVJl� �� Vi �� *6"SIDEWALK SHALL BE INSTALLED ON ENLARGED WALKWAYS SUBJECT TO VEHICLE TRAFFIC. SCALE:NONE 3 SCALE:NONE ,� N J CONCRETE T �q T �T �Q �q �Q i �1��JLd �J�� (TY.- � 9�➢� �� INTEGRAL�Jle�� Jle�� JLe�� 22" 2s III I r u SCALE:NONE 5 SCALE: NONE 6-16" -6 _ �} - - - N0.5 REINFORCING RODS 12"NO.6 ANCHOR RODS 4 f j 7"IN GROUND 15"OUT CONCRETE WHEEL STOP // - ----___ _ _.._ ....._._ CURB(SEE DETAIL) - - --- -- 2'-6" 3" PSI ON CONCRETE tNCS r -_r,B a..;=o PsI H I N ''_-I: T [ `b/ 1j !rJ PAVEMENT(SEE DETAIL) r. N.T s 2 INCHES OF SP-9.5 FINE MIX ASPHALTIC �;`�\\ ,\y t �._ I �, I� v CONCRETE(2-1 LIFTS).BITUMOUS ASPHALT 1.5 INCHES OF SP 9,5 FINE MIX ASPHALTIC S. COARSE MAYBE INSTALLED IN TWO CONCRETE.(REFER TO GEOTECH REPORT) 134 SEPARATE 1"LIFTS �\i (REFER TO GEOTECH REPORT) / - r- } �,,.. ��- { 13:1... I 7 DIP ' S' f ` / r ✓' '� ' 8rLJA�F12 M N.LB 00 ✓ v . ( �.' j' / / '. / ✓ .�"' .f r` ,f� / .''' f•` ,�\/ .NI JI 21 , I ,.F_RTt_.J ., f r., . f... 2. f . ."!(:Y..._E. F2,,.,;C .,7 8.., P. . ... a , ,.... „_... 3,, . F' .``� ''� •"`� .. .... ....- ._......... _... 3. .. RA.! S.,... BL I.. N iI IF-:1) f // ,�✓ � NOTES: \ 0 IIIE'. it Y,. ;. ,. �:.,, I. WHEEL STOP FORM SIZES MAY VARY DEPENDING ON MANUFACTURER. t o. fNE R < Y i AT(AC;_I U aiC'C_RJING TOE c t,r_.r17P,S Sa;'Wr:. ' 8" _ ABIL D S GRA (MIN; R 40 6" = ABIL D S GRA (MIN R S:iv G N E ,2I TF V -i0R BOL'S MAY RE RE t+J7IiIENAL CNC RTE 2. WHEEL STOPS SHALL BE PAINTED BLUE AT HDCP SPACES,UNPAINTED AT REGULAR SPACES. sLn_ . {I ss -� arICH�R rN� sysrEris rl:av B. C�s t E�En uP N �PPRO+ I 1L✓,�,�;;E `Fi THP Ci TY INSPEC'7i< 4=C]i�i,2ED BY TN. 001 Z 3. WHEEL STOP TO BE CENTERED IN PARKING SPACE. 40 ELEVATION ELEVATION (ASPHALT PAVEMENT SECTION SHALL CONFORM WITH THE I� WHEEL � V�V ,�r . RECOMMENDATIONS OF THE GEOTECHNICAL REPORT) (ASPHALT PAVEMENT SECTION SHALL CONFORM WITH THE /� ��J'��4 \�/\rt/ II 4 �f 4 ��®� �� RECOMMENDATIONS OF THE GEOTECHNICAL REPORT) 6)) r A 1� A q SCALE:NONE / SCALE:NONE II MIN �� v � � ` �� HOMAS RAS N ICE 0 i O O a � %W000 DTR O T I sI R O t � 5 02-26-15 TRE FDOT ACCESS � �'�� •..p - : _ 2 12-30-14 HR TRE REVISED BIKE RACK PER ZONING COMMENTS T� DUTY �a �( �a �a T�1�a '�° �TT�1 4950 W. KENNEDY BLVD, SUITE 600 11-21-14 HR ATLANTIC BEACH, FL HEAVY JUi JL JL'J�JLeXI�LJle PAVEMENT JUiJLeTAIL JL �A V JUi TAMPA, FLORIDA 33609 DTE �,� srArc of 4� �� DUTY Y F LEXIB.LL.�E PAVEMENT DETAIL Phone: (813)379 4100 REV. DATE DR DESCRIPTION � 0 IDP •• (813)379-4040 CHK pA ss ". Ell N SITE DETAILS SCALE: NONE SCALE: NONE ThomasEngineeringGroup.com DOCUMENT CONTROL FLORf[7A( �9s € PROJ. NO. FT140062 DWG. N0. C-5.0 FLORIDA BUSINES H.No.27528 v w o - - - - • - N N'1 I ' n � O v EDGE 9/8/2014 /S 2014 WATER-2014 J I ( 9 / s � I`•.< ••,y I I � NEIGHBORING BUELF. ,: 1.1' 4 TOP OF BANK y ; x `��88'1750 E(D) h, °0 299.88'(F) 17>7' (C Q� N88'19'S8"E _= -- - - - - - - pi ( S - - 5 LANDSCAPE BUFFER a o� - - - - - - - - - - - � t RON' - - - - - - - - - - - - - -�'1 - - - - I t, 50.00'(FDOT ;°� - - - - - - - - I 20 10 5 0 20 E S, d 8.1` I M I a mom R35' cli °' Q ` �• � � N=5101.5187' q d R10 I E=5737.8014 ';,, e ��'•`i$ v I J � I � STORM SEWER VALLEY GUTTER a' -� i CURB I _ L=39.2T,R=25' INDICATES POSSIBLE DRAINAGE EASEMENT y7 (TPICAL} ° 4 °° 158.39' - _ - I LEGEND: • S88°17'50"W \ I S88°17'50"W PROPERTY LINE R3' 9' R3' ,- I PROPOSED BUILDING R3, R3' IR R15' cn R8' ;, � t- I PROPOSED FDOT TYPE"D"CURB -°- co R 1) .'> N - 3' " �, I PROPOSED CENTERLINE - ) o fi 75.93' o 0 JA, 0 , 10 N CC -_ __ _ _ __ - PROPOSED STORMWATER POND $}€ Q a �.• 5 !:` Z rq {{i o.: 0 :'• 41.72 40.65' o _ . o R3' - .. Wu- 0 o , 4i Z : Z 7 CL W NOTES: ' - I a $t _ ® Z � o I 0 Z oo _ / 2• I 1. NORTHING AND EASTING ARE BASED UPON SITE BENCHMARKS AS PROVIDED BY EBI SURVEYING 0 0 0 " o ON THE ALTA/ACSM LAND TITLE BOUNDARY AND TOPOGRAPHIC SURVEY DATED 09/09/2014, i.` )TYPE T" CURB ...5 (TYPICAL) !! }..`„ :.f \ ��,/' I 6 REVISED 09/26/2014. " EAS RLY R/W INE Z d o a p 2. THE CONTRACTOR SHALL VERIFY THE NORTHING AND EASTING OFF OF A KNOWN SURVEY I I OF �IAYPORT R AN Y•:;: 2 , 18' 6'-. - go&& 1 G3 5' � v ' . I MONUMENT PRIOR TO COMMENCING ANY CONSTRUCTION ACTIVITIES. IF A CONFLICT ARISES (ST*TE ROAD 1A) 10.8' 18' / PER DEEP & FOOT MAP cF e�� am I CONCRETE WHILE IN THE FIELD,THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD IMMEDIATELY. J • I ECTION 7230 (9,973 ) oo TYFECAL �� /� I � } � ( ) 3. BEARINGS ARE DERIVED ON TRUE NORTH CARDINAL DIRECTION. THE CONTRACTOR SHALL BE €' I "< '': i SITE AREA -- ±1 .86 A p p o RESPONSIBLE FOR REQUIRED DECLINATION IF USING MAGNETIC NORTH WHILE PROVIDING .;:`4 TBM#2-NAIL AND DISK j STAMPED"EBI LB-7652" F F E - 15.50 LAYOUT. N=5000.1679 Lu S E=5723.6879 1 :.' � o z CITY OF s` f 04 - N Y I ATLANTIC BEACH +'•'�; I Q p¢_ R15, I RE#169398 0070 W 6' o - o�. Z 16' 24' .•e } l : l TYPE CURB (TYPICA 40.86' ti v I r O 4v d a d e 4a I �O R3' R3 coo • I �:. 28, 75.79' I 00 t X10 12' 12' bo i I I Go R15' R3 Rg R8' _ 9' R3' =39.27' R-25' N=4935.5821 °�`°°° i R5' R3, L I I A:. R3' 1 E=5742.4004 . + I ? -0 { 158.39' - - (:;; 1 m LLEY UTTER d 3 I 40.95' _7N- - o CURB N88 17 50'E ( , ICAL} I STRUCTURE PLACEMENT j o b I N88°1T 50T I ) .• D 8�..•I PER APPROVE d D SITE PLAN R10' I IS NOT VERIFIED BY ANY v, R3' m) 1 Q. I STANDARD COUNTY INSPECTION t ° :'i :;: I I METER I ;:v:d; d R100' R3' .. � .I4 I �, `'' I i m om60 w I Y R25' I 4 t to I 1 I I I 13.2' cq °$ N=4870.0676 I M L1.3.2' 5 �E=5744.2080 I - - - - - - - - - - - - - - - - - - - ) 8' I: 7.9 I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I'-', , I- - - - - - - - - - - - - - - - - - - - - - - - 5'LANDSCAPEBUFFER I ) - 300.11'(F) x a /E apt 300.00'(D) {t ) (BEARING BASIS) -P S8817'50"W(F)(D) CARD READER @ , s,.. r�r i CITY OFATLANTIC BEA H M#1-NAIL AND DISK RE#1693 _ -- - la y4 _ I P .. I STAMPED"EBI LB NAIL �`'e I ..>•., ) I T N=4838.4544 E=5780.8422° S .� � g 2 w••• :::. � �.�. 4 lb Y3 }`,,` ,, X44)250.00'(P) �. X X N88'36 45 E(P) Ev 249.85'(F) _ -- X j,. •; ,{ i9 \„x... II i S88'19'38"W(F) - - N. LINE OF FAIRWAY VILLAS ! a I .;;� PLAT BOOK 39, PAGES 22 AND 22A I` 9° \ LOT 51 LOT 50 i i If I o LOT 52 FAIRWAY VILLAS I i I q v PLAT BOOK 39,PAGES 22-22A aMAS Rggs KNOW WHAT'S BELOWmUI I v y o��Z, ALWAYS CALL 811 5 02-26-15 DTR DTRE FD ACCESS ' 70 r ® BEFORE YOU DIG 11 14 4950 W. KENNEDY BLVD, SUITE 600 21 HR = �. ATLANTIC BEACH, FL DTE 7J p,✓� , It's fast.It's tree.It's the law. TAMPA, FLORIDA 33609 rk �a Phone: (813)379-4100 REV. DATE DR CHK DESCRIPTION F �` HORIZONTAL CONTROL PLAN www.callsunshine.com Fax: (813)379-4040 DA T:t� Ykl �� ThomasEngineeringGroup.com DOCUMENT CONTROL FLOI �jk� oFi `�� PROJ. N0. FT140062DWG. N0. C-6.0 FLORIDA BUSINE9b5 F yIYM.No.27528 — - . � - � I I - I — , " � I 1 -I \ I 1111 l'-:,:-.: �� u �1 _-7— t, I I ":1",— . 3 0 ,I I I I \ I I � . __-I Z, . " 1I I ��, :_1_,' I I EDGE OF WATER � I, ,�� , '.,., iii 9/8/2014 + i I , "" �, , \ I ,� ,� I k " 11 I 1. ,� 4 � t, , " I ,,� " >1 I , I I N 1, [' � I I �-, . , 17 III \ I �, - I I ,� (-,�,,,,, 11 I [�--1, " I III, 11�� ! I , 11 I I: . 11 � 1� I NEIGHOOM N G - , , T, __ , I , - I . ; '� 'p\� 11:;V . I .-�jj -.",",�.:,"I I ,,,�,,uumw', . \\ �\ ��. I , , � . I' I . � III.- I ,,, , %1,I 0 ,-. EL�� I 1.1' I 22:." PAVING AND GRADING NOTES: - 1. '111s; 1_/ � I ,III 1. � iz I ,\tv \ 1�� I:: I III [:", F�- \ - -7� I , - - . * Rl �,"'11 I ----I..................%v � 0 FOP OF I I�:..) I r::,:, I , III, . 1)/1 PROP TYPE"C4 _4 - l�, /I 11 I [",I�;,-",,,-.:,I .1 M 1,5' RIGHT-OF-WAY'4� , "I) F_ RANK lz�� :,, I , " '11'1111.1111�1"I',"", " . Cb 4p 1�#\ IN I I A, GENERAL: I 11�� 4�L - — - - I . . � I - — . — 't-. V , .:�I ,,� E,AGEMENT PER OFFICIAk'_ . —� N . — , I ��,\N -i � '? DITCH INLET � Z tj I I ,., . SM Z I''�1 I 1- 14.60 1 / I, . — L . — . : . ,.1, I " " , V, 1. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE SURVEYOR'S BENCHMARKS AND MUST BE VERIFIED BY THE I�I �, 1�� ECORDS BOOK 5810, PACE 2Z56 A- 1�p ____�,' — - — -if, — . GRATE 11.30 pp m ,l�_ ,\ I I ./, �MEG r N 47-- - t I`"`��, I , It, [it . N * # 6.82 � � I ill I 1,�." - \,:�I I,ll,i,::: " �,,� ' I ."'.'' / 4 *41 — - # 300.00'(D) GENERAL CONTRACTOR PRIOR TO GROUNDBREAK. /\ 1"' �'G c tl+ 119 r�- � lli� INV.EL.(12") :. I I 0 I Nt'� 14.70 1 N !I "O 'i�488'17'50"E(D) lz� �� : I �p , " ill - I.N-1 N � ,� � lf,-� .11 , , N"-, 0 01� 1<F INV.EL.(24") 6.82 MEG - `,��'"I 11 "-"",I, I MEG I � .11 N - I �......�",t- 2. ALL GRADES SHOWN REFERENCE PROPOSED ELEVATIONS AT EDGE OF PAVEMENT, UNLESS OTHERWISE NOTED. � ,:� � I - oo_ � I Q11 r � _ "\\\ 1'� I . i . 299.88'(F) , �:, --,: " � , -1 9'58"E( - .- —-- -- t"", .,,�".,� ',,� , 'TC"=TOP OF CURB ELEVATION; 'EC"=BOTTOM OF CURB ELEVATION(EDGE OF PAVEMENT);"MATCH"= , N88 14 , " , `��, I ---- __ I __ , , ,,,I, ��,:., ,,,, � , . '' , -I- I.-11--N .1 1. 11,11, f�_. -,w-'l \ ,, I�11 I +1-1111-11-1.......I...1111-114-, 1 , , 14 / - - -- , , . ,� _�� 11�� j� � _+ .111-.- : 1� '1 - �:,� . I'A - ,..Ix I I + ,�\ 4",- � I( , � 4 + 1p -� - - - - - ,,," 11�1, PROPOSED GRADE TO MATCH EXISTING GRADE;T/W=TOP OF RETAINING WALL ELEVATION; B/W=BOTTOM OF ,,A, ,:" - I , -, I/I _�_ 0.00 FDOTlll—- I I .�_-. / l lr�il*i - PROP TYPE"C . ()VO4 ,/- - - - - - - - ,�, ,"': .-,,v-,,-�." " t RETAINING WALL ELEVATION. :_� I I "X . ,��,:� , , I i � I I--�.' .l. 1:1��,-Xi ,,:,I I . " - FII - - - CATCH BASIN . _. Oi�._ .... :",.'. I f 1:1, .1, I I . �1.1,' . - - - - - - --.)- - - - -,-V-- � 3. THE ALTA/ACSM LAND TITLE SURVEY SHALL BE CONSIDERED A PART OF THESE PLANS. -� �, I 11111, - - . - '�' I . . I 0 ) - - - �b-,�`_ - - �,L�� 1 ,, , * , , , .., 1�) I,.ht-k - � I I F 7 Il ' �11'_, � ".. ,, , ,",,, . :N,�-� :1 :� I B, 13.75 I�, I , - N �,. , , 61 1 le � ,i 'd _�___ - 1. : I I � 11._ '�10:�,"I.-Ill, `�Pl 4. THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SET FORTH THEREIN ARE A PART OF THE REQU RED I., ,� j � I 11 ' B IV I GRATE . - " ..1,� N I : 11�81'-- - "C" No. ..�', � - � - �'.-�.11-11- I i - - � . CONSTRUCTION DOCUMENTS AND IN CASE OF CONFLICT SHALL TAKE PRECEDENCE UNLESS SPECIFICALLY f.�--'._j I U,\�,' I 1�,��i 11 14.20 .� t�, t__ : 10.62 FTC714.351 TC _1�1' PROP TYPE I . __ I - . -1 11 � I , I i I INV.EL. :14.40 - 1�1 s - . I ..-,o l ,�� ,,-, I ;7---:—,�,b,i\ ,,t, BC:13.85 BCA3.90 CONTROL STRUCT. 7 - I IV -�"_.,�,�� , � . ___] NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR SHALL NOTIFY THE ENG NEER IN WRITING OF ANY SUCH I -, - I .1 �,, FffT5.25 0- `�� I DISCREPANCY BETWEEN GEOTECHNICAL REPORT AND PLANS, ETC. I �. ,"'JI! I 14, 1 _� `_++1 I%b .c .� 5. ALL UNDERGROUND UTILITIES SHALL BE COMPLETED PRIOR TO CONSTRUCTION OF LIMEROCK BASE. �' "�:] I , 111 I I I + N-131 . I , � �,` , *� `,��__ - %',,,�'"�I I %: 1;�' ,, ll III) '1� I'll , �, I� �, I ,b �", ,\ , � -, , . III b 4�� -, + + 4 No. - INV.EL.('12" ',�� __', , I � Ii, I :. Npo- , I � 4'�' 4 11�1 GRATE 12.90 ---------I'll, X, "I I , , . I �,,T _BCj 5 IV, : p , I / I . � f :,�t'! 1 1=4.30 . + I I A _0§ I I -_/ - -PROP TYPE' ,*,� ',,,,,,','�, I `� b 210 110 5 0 20 6. ALL EXISTING PAVEMENT, CUT OR DAMAGED BY CONSTRUCTION,SHALL BE PROPERLY RESTORED AT THE , - - ell�Il,Ml,"'N ,-_g--',", ", L.(VILID): 6.82 - I - �. � i 7 , � ,5*,�,,-,,, - ,,,,&L"""',," '' IXI 7`�X " , ," ,",, ", - -i -NIF I I M,,,',',,,,�, """� ,", � ,-,, 11 I ... " ---�"* 2 ''A I '111'- - , " " " W" �� , , - ,� ,M4 iii ,_�,, -11 'O""""A w"tn . 4 ,"I 11 li, "I 7777"w"',,nw llv�?",,F ffwq, 98�,:AW%�,�,l`,K�� 'k�1W I .......�""","","",I",,,',,,,,�',,-,,,�-, ltN�l ", � �, �ml�,` , CATCH , I I . I. � — -, . , - , " "i` " 6 , L,�t��,�� I , ,�\ I I I - "", w, 11 "01"I" -- i", ��,�, I "\,"0, 11 BA IN I " I'M I - \ _,!�,' '*�", ' �,O� "N , , "' % ,�, "IF""t,"',- "JH"",'1� �m" 6.36 _ _ _L_____ = - - - I--, I R - "-,-, , � 11 - I" � l'"Ift R, ,�, , �,,,�,,, \ 1,4% -- , - -�-�,w,,��-,,�-,,,,,�Nt��z 4 : - "�'. I .. I ,Z � , _� _ ", 11 , , "A ." " "" MIN �,� -, -" CONTRACTOR'S EXPENSE. :": _1 .. " I ,11� "��, ,, , ",", , � � - I -, , , k, ",'� I'll, - s P : � � " m, _,,� III . . I, "I � �� ', I w1-1,I " . - - - - 7. WHERE ANY PROPOSED PAVEMENT IS TO BE CONNECTED TO EXISTING PAVEMENT,THE EXISTING EDGE OF 4., - , . '��11,I I � �,'� tl�,`�L11,,�04z,�......... -.-"- �,, 24" HDPE 1..=20' , , K_,mw,+l,,,l,- , ':,�,---Z 7 1 INV.EL. '10.10 , E Y CUTTER ,I , '_ *Wk : E:DE I.0 I 11 . ", " 1'11*�'1'1'1,1 I I", 11 1� , - � PAVEMENT SHALL BE SAW CUT TO ENSURE A PROPER JOINT. "I ,,,,,,,,,,, ,X, -� I " ' ` "'' lffi,�, �l I , 1\ , . . 111�1, , AT I I " " I'll,I\1 VALL ,*, ": , I , , . � �,] W il-1715, " 'I- �, �!�i. ; 1�., , I F1 4 6 J� , , � I �A """"'lli 110F,"I"I'l-lip W_�I" a "" _* , � 111 113.75 ,� 40 I I , . I I - , ,ti, .,�P, ,_,�, " I . I , w, , "M I I , S � 11111 ,"' """ , �w, ,, , L .�,,;,T I I o , I , - I I,- 11 ,, "' , I%, . ` 11'.'�--'�` _., 111,11 "I I , . ", ,zi�,�,,_ ,�L 11,1- I I ,W_ ,�" P "Z',,i,!,,," ',`\.,,,',,,,' -131 "' 1, ll` ,I,"�, . A . , I I I " 1, "I l", - , ,i 11 , ff""I 11", . ,:",�",j,Q,w�,=li,:pllM - ,,, '' ......._ . Eil�&,"W,I " � �," - _ ----I ", ,,, A-AA Me " ,, �a 1"21 lllalll'6�1 - 11 ___'_,___ -, __ - O'l�i",��"*"",",�"""��,'�',,'I�,, - w -- "I", L1,j,l,',l',&lM-k" _77"I i a��,4, I , , I I - 1""a" ,,,, , ,, J4 .. . M,"l','ii�,li,".1,"o' 1, k"I -- I ,�"x BY THE ENGINEER OF RECORD. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL OTHER AGENCY I CURB , I " \, - - 77"k:!-Bit, I � i, , , � " , "I i ,�, _l I , , ,M lif'rv-,',,�, "Y"",, ,,, , - , - I � � _ , , � 01,PICAL) \\1 -30 4 ,,,,,,,,,; ,,,,, , 'B",""'I'' 14.60 1-�t', lltl`l 7,7777 � I I J II _44 n6b ," , 8. PRIOR TO THEIR CONSTRUCTION OR INSTALLATION,SHOP DRAWINGS SHALL BE SUBM TTED TO AND APPROVED , ,I I I � 1�. , I I'll, - I 111� STORM SEWER � �, i 11...I I A- I", ,�, I �, " 1�1 I ,,, _ � \_ 11 1-�, ,�� _,i,,�,,,�tl&` "&- 146 I \ I INDICATES POSS113LE A � I - S. I I[Aug"i"; "�' , ,1,0 rl,,',,,,�,,'�ii,-�T,,!� � ,�,,�\,I-L L 1 DRAINAGE EASEMENT EGEND: "I',""" �' � , ,,, -1 -A F--.-,-------i a I I. �SIZ .20 -11I I 11;,"; 11�,"�"l�lix-,",'�tiVy",`i,"!�',�'� ...l�P,,,,� L APPROVALS IF REQUIRED. 1. ,�', . - ,- v " " "M "'%;A`�t�,_ ,,',',,' 1, '' 'FV - il� ,_ _� . �_iT ,%',,,�-�`� e, � F-,w,wzlqp-w � , ,�,,',,,��,,"��\"""�',",�.,�,4-,�� I'll � M , . 11 A I ,I, , , I 15f 12 c- " __ i I I-. � 'd. Ill ell"'�Il 1, 61, lif ,� �, A =I ' 11" ��',',-,,,�)!",-',,�e�,,�\��,��,�-z�� ,�,,," , , - - �";"�,,,,�,, p"��,��,�, � �,,�,,�"",Wl""",""U",ol,�l"",\,*,"\kI W t" �� t" — -- , �, -` - 170ff� �, 01 � ��1, 6 \ ,, 'I 11 I I I—, I'll 4 , ',�i ,�""c,,�,,�,11.....�1, , '-'%f't�,-"A_`,,_ �,, � " I %'_,\l-,�,, , _Re ," �, , 1110it ,,,,, " - _,, " , " R — , ., -1 1 8.0 1 " , "" , 011"",I"i\ 4 T@q - I � , , I ,�� , , , �i'_." ,�,��4 , A" �,\"g,a liz, , , I ,,,, ,� / ", , ", 4"', " , , I' ll 'k ,"*,\"",�, 0" I �ji,j--,,�o'k",-""",*,-",---,,,�,,�,,,: ,�W��, � � 000, ,,��,-, l '' �, a �,T - , �-1- I �,1111�, � ,,, " ,�,,,,,� '," , ,,, \\ i, , ,, � " " ,",�........ A. , 4, ,_i ,, ", , C. 8 EX 24"HDPE SHALL BE CLEANED AND - - - 'a,," _', _6 , " - l " " ,�::`�!_'_ I lt,�,, , - I 11 ,, -",-I'll" " �,,_ -.III$_�,� �� ,�,.��, '�,' *_-, � C.(1.17 INSPECTED,WITH VIDEO PROVIDED TO B. MATERIALS: 1, 1; 11� 111!& ,, , " " 11 - � "11 14"',"" " ,6, _2W-',w ,� I , , �_ " , , � " ,, ''�,�, PROPERTY LINE _,:,� REC I - ,"" N � , '% .0 I - N "N,6NI-1,01 :� ,,,,, - - ,---,, s"�"'I"i",\ " 11 , " %,", 10 PUBLIC WORKS PRIOR TO DISCHARGE �, " ", , "s., ,,,"dik� \_ -, ;,I ,K� k � I" ': : '""-'. " &�kg*,,�,\""'z"'ll 1 E",-" 1 1 . " - - 11 - , -11 t ,��-, --,119,-',,'�, , , , ,.. ___ 111_11�'Illl,, 1, ,,11",k, I ,��,,� "' 21"'i; , ,� �, ,,,* [:,�-'�`�":,, it :'-" 11 I I 11 I .......-,,,,I,--"I'l-"I.- ,\_�'pf � 1," .".. ,� ,, 111111+N1'A1` "� , ," " , 1, : I 1. BASE COURSE SHALL BE ABC-3 PER F.D.O.T.SPECIFICATIONS. OR EQUIVALENT LIMEROCK THICKNE , ' 'I'll ... � - � I - , - '-� ��"111 , - � 1111f,"A" .� �i '�" � '*�,,,,,,,,,��,�'A,""",k"","\-""","","","�,� AIR", w,"'T, -, ,,"glis.- k,,","",""�,',',",',,,'��i,',,,�',,-, ------ t - �111 ,"I" ,� lI M N. I - " , 4�' t .1 ", 11 � [,:-�Il 11-1 'w� � , -1- " -4 LF4 PER . VU FROM SITE. 1�, . I _ -, 7:i, , ",, - �,% , III " , � ,-,*11,11 _111111111",I EXISTING CATCH BASIN I ,, " &,'�'�A.......�,,�,,2` ", -LIFTS) , I i, \"1 1111- I � l�k* , " i to , , .... , .IF,," R�' , ," - I q , , 7 , � ,, , " , ,,,,�,_&,,*_�j,,w I SS W/ I "N' ,� I;', .� �, t 11 " ",11-11"', l - -" , "_ Ilg a I , l I N I ( �, I 11 ,� - ,,"',,"�, �.......- , '' 11 --11 , I . � --1 LBR-100. (MAX.6' - , . , , I -t`\ , ,--, I 11) 4:;I- 1 11 , I'll, ,��, 11 1z, , , - I . - � � I I ,,, �, I �� _,_!�,' 2. ASPHALT SURFACES SHALL BE TYPE S-111 ASPHALTIC CONCRETE, UNLESS OTHERWISE SPECIFIED ON THE PLANS, [',_�,, Kt I to 1 I I'll, " , , �� I �, 'I', , I I �, ,0. 1,�'," ) I,,ll't�*1 tt",, ,� i 1,I n__,-l""I-11,�ll,��,�,---,"��,-�'l-,�"1"-""�-"�',,I "-l"""""""",-",-","Il�ll-"""�,�I - - , I lillielIkk 1116, W I PROP MES " . ,, I - :\bl 'I've,ac", ", , I � 1, I ,,, I 1- 11 I I I I I - 11 I I � - � � I EXISTING STORM SEWER - _4 11 "14bU ' _e', i�' k � � , Al 11 -__ - I...I 11 ",�"'),""'� `,� - 'I�"I'll,� " I 11 "., ,,,,,, "' ,1,-t. � I I �� IU:14.b ', 1� ". " .�4�Iv I "_,� , I , �"_�' I I I I � "' I AND SHALL BE A MINIMUM OF 1-1/2"THICK,AND CONSTRUCTED IN TWO 3/4"LIFTS,WITH TACKCOAT BETWEEN I I 0 i", 11 I n ,,�,, -"",�, � -1 - , "' ' ' FI -2 llj� z I � 8 "' , �l'h_---Zltl�,,��i�,,<*,i,i��`,V,,�- ", ,��:,, �11 11 , , , , , ,,� , 1�,�,,,, I I I �", , � 101��, - � I "1i I'll - I,-, ,,.' 11 '', I "`��",-;�....... ,",� , , *k-_'�le" '7 ," `6�� , "' 11I , - ,,, �, , - 0, *,-- ,\"--,,"-,,*,,,,,'Z'-�",',,,',,�,,- : ic I I LIFTS. � I - - I I I 10 �, -i, ""'I'll!", "�._, I . 1\ , ,(3* , " � ,� -,- � 0 1 1 �:'_"I I Q� IL �O� .\ "' , H -,� , � 11 q�q\-"" ,"',, , . -1 , , t� , I�, I 1 31 �, l�"','-v'",> 1 INV.EL , � z -g R", - Kp +' ,,Akr: 'l, --- ,�,,- I �, I � I , 85 , "11 � 11 I I EXISTING SPOT GRADE � ":,',� C:1 ,,,'I',�,,...... �' zlj - 11 ,,�', � , " 5:4 ",� ' � I , ,,,,- ,i-,-`,-":", , � 1, - , � _z""i, ,� �� -,,z*"' '?,, �'1111\ ,"",-I" , , , � '. 4 F I I 1� " I I �,,,,� 11 'I, , : I I - --- - � 4"',I I'll- I 1 3. REINFORCED CONCRETE SLABS SHALL BE CONSTRUCTED OF CLASS I CONCRETE WITH A MINIMUM STRENGTH OF . � " , -: 1 13-98 L b "I ,,��', B , BC: 4.15 � 'I'l ' "-- ...... "'' '' I 1': I IM �PE F 3,000 PSI AND SHALL BE REINFORCED WITH A 6"x 6"NO.6 GAUGE WIRE MESH. .� 11 , ' ".:,,,, , 1� I -.1111K,z -41,V�-PE * PROPOSED GRADE ELEVATION , . L _--:�, , , ,`� , I 'rT�&'14.951 ��_ ', , "I", ) ", I , " , -" 14.6 1 .1111, G , .� �,� elli - , ,, , >1 ,�_,'�,_f,":, "I " I , ` :� - ,,,� L RE . . I'll," 10,�",�-,"', I !� , , '' ", I TE ", ", - " L' I � TC-14 ,� ,-,lt,�,", ,,, 901 , , �,,,�, + .I'-,,',l r- J-:W,� V, I ,� R,�,z-"',�,� 1 BC 4 "wo,!,"w". ir, F 0 , TCj 4 . F., - -VE-4 ,; , '��,,,- "�, "I , I �11 , 11 "I\ I , , 'W� , ", -L __ �,L I -�111�111 /F I."' .i 1. 1, li"L, ,�,,�,,"'�,�, I 11 I , ' , 7 1 f_ 15.m : I &L"'114 - " , - � I , '" , -11, ...I " 4 , '1�I '0 I7 I 11... , V "I 10'*11!...... ,I I" 11�ti l�� :� I- 1, `,,'�,` ',,,�`, ' I �......, 11 I ,1, II ��, � (n w � � 11\11 " 1� 14.80 --_ ,,' , ,��, ,7J� , I -1, , 11 8_02 i% - "I ,� __ � '� , () lt3 C) 0 — :,*�e � , _� . " ,, , : // , :,,,,,,, , I I �' _�- ,, 'ww\ � , , I + 11 5 ��, " � � ,,, i" , f � ' 'I q BC 4 , � p F 8-0_l--\ ,�, __ ,:, 1; — 1, "I" I � , __M-___1_"11'1 M . . 11 -, �11,---I - I "I I'll, I ", N�`1, + " 1�p,q 15-00 1 f , ��' - 11 -1 I 1, , - --j N� , � �� I �, , -_`,�`, I_� ' � . .. I 11 ,� l" I , 0 , "I, " ,:� .14.95 . . I I "I / ; I __"'��"`, , I 'L , i�- . , , - . I I - . -_-"I "I � zz�'�,�q ",� - 11 ,��', � -�I I I 0 . , \1�4io 5 - 0 . RADE FOR ROADWAY SHALL BE COMPACTED TO A MINIMUM OF 98%OF THE MAXIMUM DENSITY(AASHTO . _j , .., - 0 0 . � - - 14. . 14.15 Ma," It _p� -11 Ir � , .-I '', I� tIt.K1 _,, ,, '0�"' , 0-1 --t --t-p� , ,, -_ i",J"+'�'g,K� ", ,,_""�,-,� - , 15.40 `�i' "', ,, 10 , / __ ., — � , , , - 1 , I :,�, __M � q "I , . — - 'v" 1� , " l;�'! (Z 0 1411-11, , ,7� 1, , i_ ; , _�T ,�I - 11 , "'m I C.O., I [",�:�'" I � ,;�j BC:14.45 ,� , - FN /"" , I � U) w C. INSTALLATION: i , IQ-I �,Uy�G 11 "i, AD , (� -p: —SF—SF— PROPOSED SILT FENCE YE 11�1`�,� � . : j _ _�,� , "�', - T - i - I _� . ,:, ,�, � , � , I _�, -I - I ��.,:. , I'll I 3 ` - 1z 17_11�1111",� �,,-- 11.I j M "Nal, ,�'11,�1'1�71'NP`1 f-? T-180),TO A MIN. 12"AND SHALL HAVE A MINIMUM LEIR 40. , :".I A.I, ,,,I 1,i I � , , I I,,,,, I -- >('� - 11 I 4�. w � " 11,� ", - I �� :,,� I " , , t=::=t IN, I ` L4 N , ,�,�Z_�,, , ,\,) ,,,�� I � " '' , " , �10, " Q� -il":d 0I f"`" ", " TC:14.85 , 14.55 � C�l I&I ` i ,�_- , , , , j!_ - PROPOSED TREE PROTECTION FENCE -- l� -- 0 ", �� " "" " , 2. BASE COURSE MATERIAL FOR PAVED AREAS SHALL BE A MINIMUM THICKN SS OF 6"PLACED IN ONE LIFT. BASE I�`�� 7K (n 11� I I _ V,��-_-,-,\'5",,-,--11,_ ,,,,,,,,�, 1545 f 411 ir,An 1- '' ,�% ,k X � " � \t� , 1:`� . . ,.; � . _�IS � , ,,, I'l " , , — CONCRETE SIDEWALK TO B ,b 1 " _*,"" �11111\ �,,,,i� I O 's ,,�� - I I - - . , � cy) 0 J, �, z - ----� � 11, � ��j ,�, �� 1,I , I'll - . , -w .1,I! �\\\" "I 5 1 `�'_" I � _ 4�3' F "" . L ; � z 11 " _� , 1550 , I 1, "I 11 , - 3* I w I 'w-p� COURSE MATERIAL SHALL HAVE A MINIMUM MARSHALL STABILITY OF 1000, UNLESS OTHERWISE INDICATED(OR I ,, , III 3: ['- t 11 I: - . 3 ,N-- "I' ll' ,�,�,ff BC:14.35 -' . CONSTRU( \11�2 41, ,� ,ll 1 1 � ;",;� I,I: , _ , /I , : 11 I 0 < [,rt, C r 1 4 11� I .11 � I I P, ( .I P.II( I . ,�, , I � Z 00.I , � [ L, ,,�, ,,,kl�!:'T I � I � 11, !�, ;,:l-'�,,--,,,t"', "',"'c" 11 I I � f T, 11 �11,11�! , .�'�_ ITXMF I ". .� I ::�E ::E� 11 11 1�,t� � ,:,,__g7 - 1Y.c!t �� 11 I I �+�Vv'rq� 111� �Z,,"'K,�"R'M Ii,� , , 4!�` .l� I I' ll a ,&� """'o I LBR-100). � I 1- , , ,��":�11'1,1;l , I I I V mi t4m� - — — — - PROPOSED RIDGE LINE I �, I 11 w, k,,-��:711\ � 0 1 P,j, -,�, ",,',,',, , I'll , DAAi� , I � 1�,��, 1. I , ,� I E I �,�_-" I" , .V ,'N� i�l 1(z�� ,o"i"w7�rm" �l ,� ��o '�,,`" 11 -I- " , + 1�1 "',,"'t , " 'W"WO 3. BASE COURSE SHALL BE COMPACTED TO 98%OF THE MAXIMUM DENSITY AS PER AASHTO T-180. ; , -- , , " I - M 0 U BC:14.60 '�,,��l,`, I'll, 14.65 . I - C', 14.__.,",,�] 41., /'/ 11 � I 11 , *,"C"""', 11 11 ,, � ! 11 �, �,,,,_I'll"" "I A "I" " r�, , . ..... ..lit INSTALLATION OF THE WEARING SURFACE SHALL CONFORM TO THE REQUIREMENTS OF THE D.O.T. STANDARD �, I �,,, 14.7 11 *' ,,,, "', I �--;-�`f Ii 0 ,", '�11 ,kl:l, I ��:,��,"',"-�j � , � §1 I -11- "I I , . ` I -- I �,,"�' :i I __ 1.00% 4. , il I � ��11_ ,�_I'lll',� IS" ,�` i ____X_ , , - A "'"', ,i v, �, ,- 13, �, "�--�> N , , t' I w, ,, ,, , , I I " , ,, 4��` , 141 " 1, 4:�\ PROPOSED DRAINAGE FLOW ARROW �, .11:."! n ,p �1� !I 1111 114 EDGE OF CONCRETE PAD 'l li-P-11�,�7r,,N-�- [<�' 1 , ., -1 I I I SPECIFICATIONS FOR TYPE S-111 ASPHALTIC CONCRETE OR THE LATEST REVISION. ,� I / I 1 15.25 '11��,�,;�, ,,, �"MM"i"o", . 11"'1119w, - " I - ", , , � 11 - ", , -, , ,,, ,1�- 11 ,t,- ' '. 'I � IN I .I �."��, - "� � " , - , , �) - ,, - �� 1% , � w Am, � � I � ll , I - TO BE FLUSH WI 1 h �" �� " , awp PROPOSED STORM SEWER D. TESTING: ", Ill", -_ ,�, �11 I \, 11��-1 I /1111 I f i�;"'\'t'[ 14 ,-, I I I.,-,--�,� , 14. - - (:§v 1�1 /I "I'll , 11, 1 , .:,� I �� 1, w, 1� � 1, 0.1ju FINISHED FLOOR AND ,� , ", -F� I I � �,�� ,�,11 E= :�� ,, """ , � I I I ', ,� [.�."'.:l I 11 + �' ' ,11� �, + 11�), , , ,", �eeeiiiI;-, -f, \ , I I "a I "' � I", V PROPOSED ROOF DRAIN LATERAL .. ,, ' 'I l", �11§ " IN I ".*j . ,Fz I "I �1, 1_1�, ," AA 7n --S� -, "' I - - "I O'N' 1. THE FINISHED SURFACE OF THE BASE COURSE AND THAT OF THE WEARING SURFACE SHALL NOT VARY MORE - � -, I "I � " , � i,,,, I - I '�"i�� it _f_yPE I :,-,4p-1 t" 1� t�'''i"�"!,�,�-,,,--",--",k"-�"", , � BACK i \ ", I "�z -4 "J" ,, '�C ,�, ,� 25 1 ' ' y "' �� _+�o ,,-', -� I'--- I__-:0 � + '0111",��I) I 1::'� CURB ��, 'H / I , JIB 1'4�65 C:1 8�.'21]_* III EDGE OF ASPHALT(TYP.2 ,,,11 '' , I C'� 0 � - I jil� I,,� ,�.] / ..., , � _�, �', "�nr ' ' � I 11 , , - - �� . n I p-.4", ",, g, ,:�, !BC 1=4 7 LOCATIONS) " i"I t" . �. , . I ,", g `,41*1 �, �' ��, I - A � 'k- i� - ,� , �, �', ,�,�,111 I I-11 I, I ,�, � g - ,�,,�,',"I*" I '01101 I 1 "I'll". I NI��: , I I I'll I I . . . #,"w" ? , I - I / I�,, y 11 - � ��, 10 I", I I "I I , ��,'� . \ . V I , lill-11�11 I 1,� � I \�: L\ 11r ,e I �., :\,�.j xzl, ,��i'�I """", $ 1-,"", b'� I _f��' "�\" �, I PREVENTION THAN 1/4"FROM THE TEMPLATE.ANY IRREGULARITIES EXCEEDING THIS LIMIT SHALL BE CORRECTED. - " " - �`. I ,., 'l �' 1111-111 � I � ' ' T e-1'i1p,7'i-,1�, , I � , ,,�_��, I 11 I I . I -, ./7 � ,"', f� ,',',��-I 1-" ,� � � , ,l,, I�� , ff�1540 ", I 1�",� . ...- �nl��111,,,'' "' '111 I I N N, - 11 � lb� if I I I �,`-, 'A I � � _1�1 , I I I ��.� �,D"4 I ,�l,��j tAb , , 'j, ',,',�,,,�,�, .. I : ��_,FT �, - .. . I. IIIIP < �/\ "I 1 2. DENSITY TESTS SHALL BE TAKEN BY AN INDEPENDENT TESTING LABORATORY CERTIFIED BY THE STATE OF - ,, RLY R/W I�NE I I I , t, . PROPOSED ASPHALT PAVEMENT ,,��'.- 1, "! 11 ill ['�,��,�� ,,� ,, 11 ... ,,, I - I IDI 0 L D "I"",'''��, ,� ,�, , lf, I�,� 11 � . .. 2 ff+ ov, I 1_, I I I (SEE DETAIL THIS SHEET) . 4 AYPORT ROAD , �, ,", "I �� ,,` 4 I . I '51r, ,-^) k , � .. -1 � ,:� ,Iljl�,�'-,'�-',',' I I '�Illv . -4 1p c- I ,�' a . I . C.!-10 C,O I � ,: ,� FLORIDA,WHERE DIRECTED BY THE ENGINEER. "O'' I kD 14% � �",I # 15.50 1�ii I., I TE ROAD A1A) --,I I liie� 3. ALL TESTING COSTS(PAVING)SHALL BE PAID FOR BY THE CONTRACTOR. "" � W., ] !I - , " , , ",I ,� I? Lru j I 4 ,,,w,� " C.O. 1 � Irv, // -�V�� .`It,'11�1,1 ' ":i I IPER DEEP & FDOT MAP ,$ d1l'i0-,11'� , 11 ,;,:"',: "',',��,, I I N1111 I " 1 4. DENSITY TESTS ON THE STABILIZED SUBGRADE SHALL BE SUPPLIED TO THE ENG NEER OF RECORD AND I"' , ,��`, �� ,� " , -4.. ... 15 - 540 V // T -�" � C 4I, 1 'i__14, - ,�t� _� 0@11A I'D) 1p , � ,� _nON -t%I", `1:111191 ��,,�, I I � \, 11 . ,_ '11111,,,T,�',I 11 I ,z- " , I E - , 0 I""'' , I� , 11 4f�'* tl.\ , I ,.",:. ,/ ,:;v ; 72f3O 0�I �� 1� � " , 11 _� __ +_/ 11�1 4!�" �, 11-1 I I ," �_� �,, . / ,� 'd - I I I I I . � N- -,- I 1 747-�-�',�', , ,,,, ,,,i,�,� , ,,,, .. ,. I , �51 � 1 1,4 GEOTECHNICAL ENGINEER,AND APPROVED BEFORE ANY BASE IS CONSTRUCTED. z , 01 , � . -lF 1� \�;K"_ 1_�Ilwpf,,� , , I -, -1134, "'11!-1' ,� , ,llit N 11 .. .11, " - ---------------I� ,, ,,, : , 11 . jI . , 44 , ', , , I I>' . . W T�' 'ie,�1�& �I :, � . a �!, "'ll�I i""', -1 I �. -1, , "'w"',-1 , 'i" .'�, t I " - 11 ,,�t ,,, l�, . . . - , , .......... ,"-,A--,,`,�:-�*f""�, ",'," �: / . .� 'J � ,� 1�,��,,,-,6 , " , �"I,I � I � _)NCRETF wr'",'*,"�,�,k� , � '6�,mk, (SEE DETAIL THIS SHEET) , ,�t`� ,:4 1 ,p �-� Ir -,"" I t .,-,- ,-j"y"IC, 0 " I � I I // :.I I � L_ _4 ",Ilt,",�,-�, , , I I EDGE OF CONCRETE SIDEWALK \- , - [ 15 50 "' I 1/ PROPOSED HEAVY DUTY ASPHALT PAVEMENT �,j 11 :..1 6'-"� 6", ,"',� , + 4�" (9,973 SF ""w"i"�,,&"',\ . 5.3 -f!\ 5. DENSITY TESTS AND"AS-BUILTS"ON THE FINISHED BASE SHALL BE SUPPLIED TO THE GEOTECHNICAL ENGINEER, 11� I ... TO BE FLUSH WITH FINISHED I , " �,"� - 1\ -1 �� 1'�, I 11.\*� TI , , . y0_1 '� I) ,b / . !,�I ,,,, " 1'�,, � 111 � , 15.25 ,,, � I . � "I'll," 11,"�",,,j � I I I IV �� 1. , � - I , 1 ,� "I - , , � _ � ": Y'11 � " ��":"r, 1e� ,.:� I , � = I I� , 20 LF III`PVC @ I-00% �, 41 2! LF R .P 1 4)1_/ AND APPROVED BEFORE ANY ASPHALT PAVEMENT IS CONSTRUCTED. ,I "- . I � 11" :, N , . I II � �, FLOOR I ,�1111__v .. - ,, , � I�N , .... I ,_ j I Ca .2 5P. r I v .-I - � 11�,,I ll l,l I�,�4 1. I I / " � "I T"'IX ,��fi-�-,'�',' , 11... ... , I, ,�', i�i�_"111'7" 'f- ' - �" , , � -- 1 , ,* , � ,I--�1'1 -7 ` . '' 1. A, ,� � I -11;".�"", 4 11,1111,1`11�, ,�IlIl , t+ , 1,:, � , 'I I LA, . � '. I 't MIK I , tp 1. , ,�b I _I " . 1'"" I it, i �, I I � , - / I 11" , - � - , , .�� -..!""� / I lil; I . " , , � , , +I,-,-,,. ____I<11 _:. _L �/ , �."1 ..... , I I 1XII, (REFER TO ARCH.PLANS "".- , + F_ I PROPOSED FDOT ASPHALT PAVEMENT / , 113, I, �_",�,�,,] �11,�,I_11 I " ,,,,�, "`, ,, 6 I N ,� � , "" I I I 1\ 12 "'w",t" :� I �, " i� � - r "i I , �_ ,, " -A .� __i , �c" I I I 10 � , �l \w�A ,,, ",�, ',-"" ,,,, � I "Ill I I �"I I I I I� I 11 ,-, i (SEE DETAIL THIS SHEET) ,5�4 , - "`,,� ,,,, , � � '. tp I I I — , " , �......lkj� '"Ik�" -4 11 '' 9- ,-� , ,'A "', 4? NN' FFE = 15.46 , "'"' es / I\ ; .t ''IF �1 "k,1-1 ? ,� BC:14.70 I �_ P.4 , , .- ^ . " 01 I I �* " 11% . f,'��"'�,-". .). I 11. � ? � : _� FOR CONT-)(Ty w I b, "' / I I . 11 - L- - - 1 -1 _=_ 10 I I".,:'I" I,I -�1 ,ill .I _[��. -K- ,11�1,1�1,� "", I I -_ I1:-=-�;-: I_--.E�-::-: :E��:�� "", "I I ",111 , 1"", i"',, I �'_' � �_ LOCATIONS) I ,,�,, -z I , -K, l"'i,I-"A1,11, STORM DRAINAGE NOTES: � t" 1--", �, ,-�� I" I",y 4�7i-1��, - ,, ,, 1J.4J 1��-- - 1'. 11:,�'-' I � I I ," ,� "I � v "I"1\ AW-1 I �I "', � _* I ,Z "I" - "' � I '111�111�I,I , , (�,;,`� , - -3 -1 I < CITYOF I�-� " I,AV - - - - - III��:j I P B �, ,,'111 -I, "'Is � I""1� - ,--- --, , 1 1W R' I, �:. , w I��, "I I � "I'll: F4 P .PV z , I I'll - ! � 1 _4�1' "I'17 ',,`,�` "'77"' , " I ", , �, :, 1� I -��,�,',�,�III , e_ � , 1�� ]�M:,All�� I I INLET �1_ , 11 .- lb", 1 gi,� A, � "'W I' '.1:1 "Ill"' 0 ,i�, ,,,w',�", -, ATLANTICBEACH PROPOSED CONCRETE PAVEMENT A. GENERAL: I "!,.'X" �� , ,;"�', 0 ,,, 1 'I I� I i :"I , - ,,,,-,, + t,"� 0.25� < -1 . " , , 4 ,�_,, ,-��,�,Iia,. I N , ,,,� q \ , t w, � C, �.., I I C � ,,, lrll�, ,,,,,, ,, , �", , I i , -� � INLET � 1, I. TOP EL.: 14.39' . ',�, �,ii,�,\, a i�A , " i I,'!�',,' " L"-1- ,\N�, I ,�-,�::-",d � � "',?,�11, " '�',,,_, 4:'�' 4!�" , ,gii"'":""lliiiiii�, ...I,11`1�__'11 z PX#169398 0070 (SEE ARCHITECTURAL PLANS FOR DETAIL) � � , - " , � , k, It I , "', � - � . I I �...��,, ", "" , -,I N. & S. INV, EL; 5.12' ��"I I , "' 114,111116111 I % ,�1111 1, , I Z,11�"'i PRI '>11",I'I I 11 -�".: 11 -1, III � ,,,,,,"O"'i � p I 1 . Ili " , �, " -, +"" 11 I I - , 111 4ROAT EL.: 13.60' :, , , , ktb + 'I", ��:�,,",,, " 1. DISTANCES AND LENGTHS OF PIPE SHOWN ON PLANS ARE REFERENCED TO THE CENTER OF STRUCTURES. t , -,�� ' ' T �,%, -, "_ -� -,��.,,",-, I ---- 4,-",�" �,11',�', �I ii 1 ` , C.0`7 C, .9 , [�.�. , ' 124 LF 12"RCP @I.00 J�, -� ""I , q - - 1 TOP EL4 14 31' 1 o s. N, I ,,,, "� ` , ,�\N ----k, � J ,'l., HROAT EL: 13.45" I -11, �il� � - I I �,�_ " I, -CONCRETE S -,"I"" �,*�' "I" I � X - c ,8 I - L- , . �, I IDEWALK TO BE) - ") � . ." � ,?p I I' ll, , 11 / " "" "I Z,, ,," , �', '14, 11 I .- " W 14V. INACCESSIBLE 1:-�%i" � V 1 14.65 . 1s1`;71%_'i �a, ""' - -, I I INV. EL-1, 9 76' 4 ,'i 1\ I I: I .1 � �� I , 14.55 / MIN. ,�<I 10 �,:,, 11 `__11 I 0 11 .t I :11 -71 L ,�,�, "", , " , I III�"_4 `11 -PI: I `-�1. I,15 7%1� 1 1 ��i I , ,%1) , t I � _�I�i�_�I 11 , . FINISHED FLOOR _�, ,"aiii- F 1111, I I �� ., b CONSTRUCTED BELOW , - 11 1-w- I I I t,�,,��",-:j 11 ",� 1'�11 z",;',v,i\,Ill",-,�,�,-Z W'K,-"�,'I+, �, Affir PROPOSED PERVIOUS PAVEMENT B. MATERIALS: NN, � , � ,�� "' , '' , w I'm , , , , �'1,11WO"', "I",,� ! I I ��'! I ,� " "it " ,z " 11 'I I ",,,"`�,�,�� - 4 , , "I'll A 11 .�,i, " I ,�� " 15.00 1��, 11- ",gw-,0 11 ,, , " I �11z, -It ,� I I - , " , .. I I I a " I c-)I � "' , lli�� I , , I ,I I ,�,,,, -- I� 11 'it , ,� I 1� 1� ; " .. - 'p,'b -7 11�I" '' � . �, 1(51 1. I I. f�,.t," I � I 1� , �,, ,, ��!'��\,�,, `,l,", - 4 _p 1. ALTERNATIVE PIPE MATERIALS MAY BE USED AS STORM PIPE MATERIAL UNDER THE FOLLOWING CONDITIONS I , -V I - "', , , , 11 � -\11�b , �-:" ______ I --- 4�yxlW", �l 011u, I E= I ', �, - � — 11� ,, " 1,-I 11 I , - - ,,,"1, 11 1-l'�,"�,",>, " ,��%'1, 'I . Vui"Mi - . I I I,l;�,,�'t......tj�j , �,, I I � lju5A ,,, 7777� I I �, :,..I I � , , I I � " , " �,� .- I I -_ 11 11 11 " I'Y P I CA L) -I I 1,.,:-.,� f ,j -4 "', -_ . � 14.80 &,, "WI 1.1. 11 , 1.)I � , , 11 NJ M , 14.0u " 15 05] ,'1�1,"I. ,"," -,l, I I OUTSIDE THE LIMITS OF THE ROADWAY T 'I'- I I " . -�,�.t� , � I I 1� I " 0 1 1 �.,4 - .. . I I -, � I � I .. . . . . , . . "_ ' 17 , � " ,, - - I A- . . ['. - 11 , I 1.2. FINAL APPROVAL FOR PIPE MATERIAL SHALL BE AUTHORIZED BY THE ENGINEER OF RECORD PRIOR TO THE t :.,," � .. 'I 6-- . . + - � �Ilp 4, 1�I " , "I� ',',I , �� ", _� 0 p �,�,, A_ 4 11,1�11�11'�, ,�,,_ ' "" ' ""'a ' ' I 1 FEMA MAP INFORMATION: A �.�, �� I � 77 '__�� 11,�"&-"' �_ I it - I XF 1�� I I'—C '�,:1'111 , e, '1111,11111 I I , IT 114 � FT 1470 I . �: I \11 1. . .I '01,1-1 2%, kw -4 I , I'j CONTRACTOR PURCHASING MATERIAL FOR INSTALLATION. , , I I - , � I flo 0 4ip�, ,,��, . . . 1. - b I - I " at�"",, I " . ; � """" * I . � ? ,:,,, -I,- .1�� """" - \ " " ' ' "�'� .""""""',L"wil", __�40] TC-_`1 5 1 IV , 7 .�A . :, I.b .- .. , v-,-, �... I I " "" 11 I i,_ � 19W . -_ � .1. .1 I 11 �t, . I " , F�- � I ��,,A, _'�', � ,� I I", ,��, I I 1� If,:�, , ,"�, I, .,,-1 11 i .I 1,� I � �111 I 11 11 ' ' , -_ :1,11"�'T__ -4 I�,, I X , -, I , .;�w,, tlt - I , i , � , , 4 I.E=11.35,,,* I �� . - . I\�,Tl I,I I I'll 'p! 11KI , - \ R214.951 +,1 ��,�" "�,l,,_, - -6 TIC 15 A40] 1 " 11, � , , "'w �'k,q"'. . I 1 0 2. REINFORCED CONCRETE PIPE(RCP)SHALL MEET THE REQUIREMENTS OF ASTM C-76, CLASS 111,WALL THICKNESS - , " , -" VP W", I ", � < \11 , I i - , 0 4�` '1i I - , , I U. 11 ,� THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONE'X" "B", LATEST REVISION. RUBBER GASKETS OR OTHER MANUFACTURER SUPPLIED JOINT SEALER SHALL BE USED. I ,"::.:,.I - !,,�' 1 , I TC:14. , . b, 7�� ". \ I'll I z, 1-� It 3.98 I T4.50 I ��,"", , , i A+ I � � , , , _111111-11l, """, "s,"�r",` I 0 I�., .., I -, 11, I Ill`V, z ''I � 11 I z,j � i't ..- BC:14.40 � I 11��, I 1111 ,"AN"Ift, , � , , � ,, " , , , . I', "1, : I t I � C:14.90 [0".I,f.,fu lt�;> , I j[3U:14.UU ' 11 � ,�I I ry�' ,N;;r , , - # . I� _-'.'T I �',, I ' , BC:14... '�, I�1, , , , , Al �-- & ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY 3. ALL PVC DRAINAGE PIPE AND FITTINGS SHALL BE NON-PRESSURE POLYVINYL CHLORIDE(PVC)PIPE CONFORMING t '' lb�' 11 i, 11 I I I ,�',', , -��11,,�;, , , "ev"Q." 11 -l"', I l, -, ''�,""""""",'l-l"'11,'11,11- !:1, IN141 [-41 L 4"P-'RF, V I ,__� I I I _w, I'll, � � ,ci-,""', ��, '_,w k.11_ I �',,,, ;,,�,,` , �'"'_ , "', ,,* i " _`1 - ,�, 0 W I , I ,% Ild ''," -- ,�v '"', "I I I I - -:,_-1 Ii I 1i I I I ____-l , I , I _�1,11`� " -,'' :�� WA ��_i "', -010 " " �.l:,�'� , 01 I I!!�j - 4.60 1,�, - ,'� , I : - ,- -,"",I \, NUMBER 120075, PANEL NUMBER 0406, SUFFIX H, EFFECTIVE JUNE 3, TO ASTM D 3034, SDR 35,WITH PUSH-ON RUBBER GASKET JOINTS.CONTECH A-2000 PVC - � - TC:1 4.60 ,z -1- , , , "'' I! , . It - I N ;,p I. � , I IF -14 TC-1 ,��": I � � , , , " "' .� -." 1, �,,',_":,�,�,' " - _,", , ", 01 I I 11 I 11 I , - , 2013, FOR THE CITY OF ATLANTIC BEACH, FLORIDA. 4. ALL HIGH DENSITY POLYETHYLENE PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF AASHTO M-294 LATEST b.) , , , ,� I A,I " 4 !! Ain 10 � A ,�', " , I , " , ,�,,',',,�:`,`�\*,"Al I��'Nlb I 1,11,11� I .z,�- ,I) p -, , � W, ,li;!6 ,\" ��, -, I ,, ,� w @0.... % I I - 1, I I '11� - ,p " " I , ", 1`z , "I , I ,,� � 11 '' , - ", , � �'_ '' , _) "'' ""', ",,A'l 1, --Jpir%�,� ," I 11"',ft, � 11 I , f "," ��' ," " , � : � ,11,: I .�\ __� Nwl I I - 0 11 i , -1�� ,�,"��','��,� , _'��-, � ,,�'. - I , 11:1-1 11,�l ''I I ", :�,, ��i, ,�,->,,� - , 0 ��%j,w-,-i,%--,X4A-\, 11 I ! I - , 1� I I ' ' I I � ,",\ � , "'�, , I! I ��,'11�1�� -0 , , -t- , , � �, \"�� I � ��,�,, ,,, ", ,�', , 1 ,4, � "" I ,t 11 .l:, 1-1111;'-I " " , ""' ' ,.� � , � , , � I REVISIONS. ALL PIPING TO BE NON-PERFORATED TUBING.ADS N-12 HDPE ADS N-12 HC � I , 'I . I I. - ., 1 y�, 1 � � , , , I I , , F9 � 11 - I 's��D-D � I I , . I � , . ...... : ", - . I I I I W�11 , .",+ I I �, 1 ,;�, I I I . �,4 ',�_IwWk_,_� ,� - , I �, z \, , , ,,,, ,111i �,, r 11�I I 17'11�1�1, ,�m � , I �%' I 1�11 llp,1�111111.111'�' _i6�1 _Oliiii , " - � WIT HDPE. i,""lo'c'l�,,*,",-r-� I " ,in " , - EG � - ,�-,�,i ,7," - ;7 I ", k "7 1 1,, :�� I ,0,,", �,�',�`,,,@ C.O.4 c 0.6 1 '�O�-80 5. PROPOSED"CURB INLET"STRUCTURES SHALL BE STANDARD FDOT TYPE'9'CURB INLET TOPS, PER FDOT INDEX l_ " " ' ' "''' :, ",, TC:14.6; - til�l '��, ,� " V + ,-,-,w I 4"'I ,Ii+�,I I" I "I �`�� ,,�N-_;wA,q& ", A 1-,�,;��O,, . .m. _- I - 'I'll' ' ,� I I I I I I , HDPE, HANCOR SURE-LOK , - a, "" g" g , W *-_-_,,"",,"",,,,�,,,",,,"",,,,�� , 11 I 1 4. - "I l I TC:14.45 ,,i'-�" C.).5 � ,� .1 60 11 " I "'i � " r�_`_ IiDl "to 1, "' ," , '� '' . "z ,,, ,,, "111"I " ,�*��I% � , \ � _(,.11l11,:: � *,-" '11% -_� \__ , 5 -"I _,�a * 0 I *'141""t"I'll,1,111,11it, % , __ _ _ , , 'I,, . ' 7 �, i-,"t , " ,� , , ", -, , :, , , " � '10 - ,�, �' .. ,,-,740 _�\, _1111M I ''I" , lllliffil� %,,�� ,,�--,%"-",-��,,,,,,,"-,",�,�'\,W--,k^,,�,"�'t . , , -, " , � , I BC:13.9 t, I 30' C'�Al','�ACE CA�',',',101T #214. � i:� + , I", , "T,, ,,, wl ::14.80 , " I I , , "91 , \' , I DATUM NOTE: � � ,A*_`,� 11 � ",ml - ,,, �'11 0- 11, I M ","k,",' -j,,S'T�':1�t ,I�,,�', " )%p-""%,Ww -,\Aa," ., �%' ", ,q "-\- T ' ill - �,"' , � ,,,"',"""' "" ` i ., I � � I � ,,;,,, , I I PER OFF�','IAL RE(:O,D ,� " , " �11 ,� ,--, "' , I T , �,-, t,,,� - I i"I'll, - \\ t ,_,,,1*Ww I I �', I I . i;��l I I , , �g , _l I I z��It- 'I'll , 11�i'l �"T", 11 DOC� 6,,14, �AGT l,24 � ---j I " " - , 1� 'Mm",�", I 1b. % , l ,*142 _- I. �]I 61*1I : , \,�,� ,- ",,,--,,,,, , � I , ,,, ",,,,� ,,, , , 410 � 1 7M 11 I ,i%in mo,".k, , . , ,,, ,"', " , , , " ,ij, , , , � ,,,,,, - I CONTROLBENCHMARK: 6. PROPOSED"GRATE INLETS"SHALL BE STANDARD FDOT TYPEC'DITCH BOTTOM INLETS, PER FDOT INDEX#232. k", '' 1� , .�_ IN . -0, _w , I.:,. ,,,, , I - I f ",� � �\ ":Ilk�� "'I", _� H.P. , , .� � -1 t,1" ", �I I , --- 'k - I �:c L -0 , I �, I ,,�, � , " ,1,4 l" ,_ �11 I I 1-1 PROPOSED CONTROL STRUCTURES SHALL BE STANDARD FDOT TYPE C'DITCH BOTTOM INLETS, PER FDOT INDEX . I " , kup''g ,,,, ", ," '\ ELEVATIONS SHOWN HEREON ARE BASED ON NATIONAL GEODETIC _11M I I I 1\ 1,"'n, ,-0: III, I I �',�11�l�l ;, "'i-�",\\"",� ,,,,,, ,,,,,,, - - I 1 #232.CONTROL STRUCTURES SHALL HAVE SKIMMERS ATTACHED ON ALL FOUR SIDES OF STRUCTURE AND BE ,�� ,l �"i"," , "" , , � 7. 1�1,"' I I I T.. i�� A ,�, \ ,"A-,"; " _,� '"'I...ITP ], A 4,,�l, " q , ��V /I ..%. ;0 I I , I - -,;� ,,,,,,� _� 11 I ,— " _11RIAN I. 111".. l,'- I , 11� , I -n P-P cufu'� , I. A I "; I - i I SURVEY MONUMENT POINT IDENTIFIER: DL5741 LOCATED 2.25 MILES " , 11. � ,*I -, I - - ,�' 1w,z�,W`16��, I I 1`1�"` I I � . c llr�,w, \A1 II In"I . ,- . I "�" i I " ", "- ; I 4IM"� �� "�7,;--,M, �* ',*, INSTALLED PER FDOT INDEX#240. �0111�"I"11,i,"'. I ","' " � I I �"' ,�',�, t" �.........�,""11�-11 X "w'', I,,, 77i liv ,,, , , �01 ii,l4k, P":1 I ,* � I � I , p IN , , , � w", ,,wi , , " -I,1 � : I ��,N�� - 11 - ,W " '__X:M- �, ��; � NORTH OF THE INTERSECTION OF MAYPORT ROAD AND STATE HIGHWAY 8. PROPOSED BUBBLER STRUCTURES SHALL BE STANDARD FDOT TYPEC'DITCH BOTTOM INLETS, PER FDOT INDEX , I , , I , w I'll IW'Il�� , �, '' I 11 �,1.1,11,1' --- ,,,,,,,, '_� �,�,,�_- , ," III"I' :, 'w", - " ," -, , I , "'; - , , , ", 10. FURTHER INFORMATION ON THIS BENCHMARK CAN BE FOUND AT #232. , , il , V ,." . �,,",i,,i'�4\�WTF�� ", ,� , , ii - , N X--o "" �.�i / - � a , 0. , ,",� i -i , , q_,,�''70,gr,, ,:�, � 1, � "",6" I � - I I 40P 01 '"'i- . , I 1 C-8.0 . :., "i ",� ��_ I'l, - I � � " I I 11� - _� ....... ,M Of--- � 11��,_' , " ,�_ � I i .,." I , " "I'll #I*,�` 01IT""W"I "', , ,,,*��-,,�,�,,w,,*,,��,;,-�--,4i�,i,i"p,i,,T", ,,wl 'miIr % , ",z �- 1�% .1 . tlll',f� , I , 'MI",Wll-"",�""�--' _,�_,a 11.1.11+.Oi l� M , , I "I'll , '011, I F- '' , ow"11i V`,,�Ie 11,1�:. "",�,,A,"�,,? I w'',-,i I - : `\Iffi,"'IF I , I , - I , ,,-,� --- 0 I Aq - I I -0 - I - ,��,T,,� I I� I",e Ikl�_" � '' ,,,,-,;,,,,�,W--",-'"',�",-,iI III& ;; 14 E HTTP:/IVVvVW.NGS.NOAA.GOV. , I 11,\l11',V '' , ""' �l",I, ,A,:,`�,,��111,1`,,,,',,��', 40M, ,-�w BC:13.85 Nm -11 11 � > �, " , ��_�'__ ,�� , If,", I � \ ''7 �� . . �z i,e I , , , , 11 I ,��,�,',�&i,�',�, � ",I'�� '' , ,�,11, -, , '' , ,l� I � I w-, N �,,,�, V I \< , I , I I�\qg - , - gl,�rq __ 11 , � ,,,,, 11,��' ll i i � I �, , '�`"' TC-1450 " " a "�,g 13.75 C. INSTALLATION: I.' Ln rn , , ,�, � 4 1 , ,,� �&� .. �, rzn ,� 40`�: I,A", - , � I , i , '' "I 11-1111"�__ __111'1 '"" : , .' , .1 0, ,,,��-,-�,,�,�,,��,*"",,��,-�,-""*-�-""��,�,,,�;'��,�-,,,�,�*",-,--�,�-": , / t I Ill "' . I , w III, " ,�v CATCH BASIN A90 ,,��:'%:�: � . I'll, � ! 'I " mev,� �,I'L"' I iK � - �11 , �7111 - , w � 1\ 1, 0 .,I,V "i 1 N Imn zM I I , l�'w I ve 444, ,P�-,,91R, TC:1 5.30 "11144.1;'ll", w GRATE _� ELEVATION: 13.52'(NORTH AMERICAN VERTICAL DATUM 1988) 1 . W �, , ,�Z, " , '" "' , " � �'4"", ;�_ I , '00"� �I " , ",!��,;',Vr 1'01111111'1'� "I"', "" 1,1"'I ,I 11 "1110F, �,,,,,,, ","'\ i 11--1 '1�1'11'_AC,,1111MI, '�,, N111 �_ �3 q � I I " A I'll, , , ,,, I �, � _l� , , ,� I I" - I 1� ,� �,, m � ,�* ,,,,,,,,,\4',' , � iw= l,, 1111�'] ..... - . 10.10 I �, , I . , \ o 111::. __ 11'4V.rL. . z ;u � , _% , I I .,� I I or � -1 -". I I�1, I ,,,,,,- - - z1-11-'T�t� - I P / ,�` �, li'� !b I *, I I ,\- 1\ � �, �, Iz. - 1 '. I - I , ,�,';"" . �. z ,I "I, I �'t�, �,`p e-,-'V, ; " , ''I IN'_ �'�'11 __'+�Ni '' nt- -I- 0 � ,'_ill"," TBM#1: 1. _u X t I � ... � z i 11 � N_ I .. , ,�' , , I _I*1��' , ,n,-- " i" , i �� PIPE SHALL BE PLACED ON A MINIMUM OF 8 INCHES STABLE GRANULAR MATERIAL FREE OF ROCK FORMATION AND , � I", �+ " 1�', " ,I rril I �.,::I # ,4 rri � t ' ' � I _7 I I n 4!�) � I STATION IS A NAIL AND DISK STAMPED EBI LB-7652 LOCATED ON THE :�� , - "',1 ,�, 't, " OTHER FOREIGN FORMATIONS,AND CONSTRUCTED TO A UNIFORM GRADE AND LINE. ;o 14 I N;u - I ��1, +l , , , ,,-�, ",�-,� I ",ki,`z,'� , " �I, I -1 U.. C.O.1 CA3 I I I N- I ,1�" " .. -1 �'111'11'1 1, ++ No. I I I - I i�ll NORTHWEST CORNER OF THE CONCRETE VAULT SOUTH OF THE 2. BACKFILL MATERIAL SHALL BE WELL GRADED GRANULAR MATERIAL,WELL TAMPED IN LAYERS NOT TO EXCEED 6 , , . - -- I I--- ,6, PROP,TYPE"C-4" 0. I I'' "'' 1'1;1j,,'� , 'L �,,,,,', 7,',�,, �' , 1, PROP MES -3r - , � 11 11 - , _�; , , I 11 I , � 'IX "' I I z:1 I 11l' ,�_:, - �� I I , I 4 , �"i .:� - "A - ", , � z � , - , - _,�, I 1�?' I N111 :.; , I L I I I I , , 0 ��,l,,,,,',,' ,_.'', ' 'l, . 6 / __ � \ _/ 1: 71p INCHES TO A HEIGHT OF 12 INCHES ABOVE PIPE AS SHOWN ON THE PLANS. 0z Ir t � �, , DRIVEWAY TO THE CITY OF ATLANTIC BEACH PROPERTY APPROXIMATELY rn - 1 4 1 1 � I ,_,"l,�_,'" 11�' I 1, -i " , I,�, �,�v,,, l� - �, '�'I TC:1 5.40 - 3. PROVIDE A MINIMUM PROTECTIVE COVER OF 18 INCHES OVER STORM SEWER AND AVOID UNNECESSARY CROSSING I ��_, I 50'EAST OF THE EAST RIGHT-OF-WAY LINE OF MAYPORT ROAD. - ,�, I - , - -,z �� '� ' 11 ,�, L. : i 0.00 N I 11- FT-C.1-4-70-1', �,, ,,,, , , , "I, ,,, '' , , ,,� "'I - _ 'u I "I ./.,',,, ,��-, � _,"�ll li`,,� 1, ��,I,,� � _____'I el'� BY HEAVY CONSTRUCTION VEHICLES DURING CONSTRUCTION. � .., I I , , I "7", ��!'� �'_�,"�`,:�,'�` BC:14 90 INV.E �li�, 1 - I f . V `zp " ".� � : 13.75 1 -_ ( : "�' K Y� ,.,I i 's .1 I GRATE i > I : , , , - � I � '&,',,�, ,�- z '\ MAN i"10LE I I I � I .. �. I , Q, � : _C14.201 , I �',,�',"", ,,, + I i ELEVATION: 13.52'(NORTH AMERICAN VERTICAL DATUM 1988) _ /LB " , , �, . I .. I INV.EL. I - , "��z � , I ,", I ll, --, , ,�,, _,�, . .I,,,- TOP EL�� 12�6'// I I � � . I�J 1�,',,,I , I I I "".4 N11 ,. " 11,11"T I ...... MAN HOt I I I / ff� ",,,,,,,,, _ - .�"!-- I � /, ro", �� V�771_, i " - 11 '.. -,.: � zi ' � h""", _ "J"M I i, " . . � I TBM#2: 1 1 11 .1 :., . I I[ �,N,V� EL� t7B, U1113wa I / /', ; � I �: , 11- I ,I 11 , I �/ I ,-, / /I 1, , i I 1 14.00 �',�- : 11�1` '11.114� ,�..,.� ,�"..� -I I � I I I : I I ,�', �:_,-11, I � ,I .......__11r_____ _ _,", __ I , STATION IS A NAIL AND DISK STAMPED EBI LB-7652 LOCATED ON THE TOP " . -__ -11__111111.__.....____ __ _______ I 11 qp�,� .....___',__,...... --_ - I G__j I � I I - + \CRIACE,\\ ,,��' I i `1/ 2321 MAYPORT ROAD(THE PROPERTY DESCRIBED HEREON . �, ,�, N 4' PVC C + @0.25%FROM C.O.1 N I N. ,I / ,�� I . + / ,1� 1�," � ) /I I 111__`,_,_111111_�?1/- -I---",- I--,,-,- ,-- - - -"----, -, --",--,-- -, - _, I '1,�, '� , " ,b-, A,11 205 LF 4"PERF.PVC .........I—— I �1111111_1_11111_ I '.-,I-] lvirzu . iz ,'b- t�, I A e i / 1";"", 1 It- -� 14.6-41 _4� + <_�> ^1 ____ _ -_ -......_,___,_,___ -_ __ _______......__ _ - __ T OF THE CURB INLET ON THE EAST SIDE OF MAYPORT ROAD, IN FRONT OF I ,,:p ,., 1 ME 4� y L : / 1 11: ,�, I I ",- i I.11,I bP �L'i,i... , �- il + (pE',',R E,1TY+ -%.�=_,=,,,,=� I ,:1 4 � �\,b*l !I 6 /,", I � ILAS) \\,\jj,_ + 1 ��,I, 1p \8. "', , "I , �� I `4- j I\ , I N ,L_ _-------- � ..._-, � 'm __ I , 01 1b. 11 , . l 11� �__... 3"TYPE SP-12.5 � " :I � lb _F� d1l", I-:%.,'� " 'I,i I �, � . / 11 � I `�" TO OUTFLOW p �.......-111-r", , ELEVATION: 14.46'(NORTH AMERICAN VERTICAL DATUM 1988) , , I , ,""' ro, 11 N�>' I A�, _+-� k").."'l...=Ibl � \4 "I 4j, N I il, cp ? � ,:� , I I `�, - "q4% 11 . l� " 41Y N113 11 22' �WATER ANKLq,�-,WE _ ��__j l�� e�i amE��4z E�a� I , gz�3' �� ASPHALTIC CONCRETE SURFACE .� I . . .� _7—1 . [ ' " - j,3_, \0'� ,��:,�,� _ , .....�t�=_ �� asi� , � Ii ��mq_l\ - I I '] I Ill ",," Pi lx;�,�,... 1z -I ."i- I " rI,. ,+_,/ .: .. 1,_ � _ - � I . , d .. 11 11 ,,,,, -....a-z ,� En5a� """""", 1\ �4 � . . . . , "A �" * i � , I �, Me_ � I , 11 / ....= ", I I I I �.,,,:��,� ,� =,w � . z"' A �\4 � . I . - .. " I 'Y RECORD BOOK 15 9 9 6, P A G E 714 1\" I I �vl , I ill / , I , "" , "I _�7 �� ias� B" PVC SAN TAR I......_11: IL �B I Ix 1�1 . - '111 / , _' B�� aM�� . I I I . 4. 6"4,000 PSI PORTLAND CEMENT CONCRETE '4 ' ''A"�. ��t" ..1.I I IzV -_ 1�� I I A I I , I II I ,�_:".., 7�9' - ,�_ 1\ A1,111 . '' , � 4, '. ", \1 - - - j I it" 11 " I X - ___4 - - - - I- 11 i ?, I BACK F'LO-W �: , ., - ,,, -I W/FIBER REINFORCEMENT 411 , . . I I _ I I V, � I3 �8' b a FDOT NOTE: I I I , 1-1 / Ill 1� ".-�`" L _ - - - -- 'I , 1 �4� . : I � I ,I� "'. _� �`�V -_ -_ PR�',,',`VEN'TK)i111 "Itt' / I I � I . ...I I -, ,d - . , � 'i . . - . , t ` , - - I vim -- - - , I ��_ A. .. , . , , , A I 111'�: -:11- 1\ _1-____11____14 mb d, m""mu, NY / " ..,, I I,_1_ / , // � q I . I ,& .. -�,i,,' .4 , � , III M, I /" I 111111 . A Ii .. / I I / // / I , / [!!�NIV , � I J,-.I . / ,,:� I . - . I -- ,�,�p�'!, ,_ ALL CONCRETE WITHIN THE DEPARTMENTS "'l I �� ,// / I /�....1//,',:',"1 8"LIMEROCK BASE COURSE 11 [,_ ) I %�:, "V/,""', - ' - i q;l 0. 18, V � W�N. RIGHT-OF-WAY SHALL NOT INCLUDE FIBER IVES � -:1-A-1, -1 � "Ill , I ," ," I, -�_- 0300.1 1'(F) j, / / �, , ".-:: .:,-, I , ', � - i - N, \ (BEARING BASIS) 1�p . N , � 300.00'(D) . 11 I / (MIN.LBR 100)100%MAX.DENSITY I , - ' 9'I I �,d ::�� I Fill , , I ' N 7) - H / I I :] �� ) " ,a__ SAt " 11 .1 . / 11`111 I I",'�,._,"':_:�I I ��, - , / I/ 12"FDOT 1 YVt b,j lAbILI/-[:L)SUB BASE - I I - I " - 11 ; / Z+ N?" ,��' 116 .c �/C�l I, I/ / "", " / / 7 � , I,/ l",/, / // , � I I ". I f " - , ,�\ �.......lr�_ Wl I�'E 4�� S88-17'50"W(F)(D) +' Illoeo, ME' I ,,//,, �//,/,,,,,,,--, x I � ,i-. ,,,, " I - I ". �, I - / - / -UU] IIJU-2) 1:,:� ;A 11 \,�- ) (MIIN LbK 4U,If , ,� � .�, cl \_ IN'i, E I c I ///X - IX / I I , " 4-Z 1 , � : I I 1. .1 � �, ,_�, AT S POSSIBLE "Ar") READER -, -->( )_'qg� "K 15, "- ,, -- 1,1� .,, i \7�e �) �,� ,& � . I I 'HLITY EASEXIaN E�.�� )c , I I - I 11 11 � I E'BX 11� / 0. � �L � � a)r y ?.�� I ln� , ��, , _'11' � ,�\, X", X!- t , 1,�R ,7,�f ,J ACk A4 _i�i , - .. -- ,�, , _,� - : I �p I I I 1 <p ,:-�- . /. I. 1) 1�p \ / ,g) _11��' , "' I �61'11 � lb 0 --- , , I � 109, cp t� p Nlll� ` ,% 0 "f, 4 _,__,��;,!�___ 4, ja,j_ Xj 'g-J, , 11 ,2- , -,�_�.......I ,-j �1-" , `_ , D-T, 11 I" I �\!�-`I ., " � ,�� ,J�- "I' ',��,�,, I , IN LEIR 40) 4 , \)' ,\\/ ,\\'"\,\/X\ \� I � , �,�,ql lj� . I—- .11,11111.1 - - , , 1 , N,( � 'I I . " b , , 1'� ��_In, 'I , . I ,,,-- -1 - -_ _ _ 4� - -- ---,- ,-,.--,-,,,,,, , 1:!�p _5 -\, �, ,_,� I � I / "� - , - —_ 4��L -"'- - , (.,L 11- �,X��X li,_X X-N k_nq 1 ) " , I I / I I �� ,"_ _L" ___11 _15�'_1_1 __- ------- ___4_1. ,_ _,__ _+�� -_ -_ 11—P -_ -I,---- _____ -,-- -1-1-1-14--111- (W , � _�)�I, " I I .�, � I , ,'I,, I '!�,:.-N'11-11�111' -4'1-' _�� 12"STABILIZED SUB BASE(M - � , / / / Z",\\/ Xx\\"/�',�\�\3�\s\,/ I.'- ___ I— -, , _:1:1ti __f!z_11_ , � _q - - _� 98%M -.,�". ,."411 I 3, N1. ,M'HETER' --"' , ��,__111.. .... 0 "I K" ��, AX DENSITY �� \� \\, , " lz� I i,'iANlTARY 1,-t , I_� ".1 t-1,- 0,;�vi',�� "\"� CITY OFATLANTIC BEACH , , i"I I\ I ,��, I ,��11` I ;,�'. ,�,Kl�,e,4. __41 /\ /\ \y \I � I ;I , _y . -, - . I � I-,'l � I I I I.-I l-,"I"', 1 l&1 Xi: A4 , " T �i,!&, � I -, 11,� 1 13 1�1 I " ,"',��111 I P_11 I " I\\V/\\V1\\\/ ,\\/ xyll , . 1 I ,,Ib , " IK , -,/ " \ l,�` ' L *,.,.,'.t 'I- I , �, " ,1:-9 -_ S , /��'11 , Z I 1! /11 I--,' I'i` ", "'., I�:: 119 . 'I .�V I , ' & , _. , I 1. I �, , I �, cq, 14,11 I �b 11 1�.\ _-I , N I �� RE#169398 0070 l;:)N 0 "I-,I l� ,��y "I_'�_',\11.1"t-t", __\"1 tI � N 11\ �\11�� T?,_' ,� ""�'111� ,--t-11111,I,_�,��!11 li ,\;�^,,,�^/,// /"///�/////, \-\,Y/"\\//,�-/, �-/, ;�/, "i / NX <P I SANI IARY_�,�_,_ .............� - - ,. � I..1_..1 11� .� , \ I IZ/ I�-__.-,,6A�I o, ,I I ,--"' N111 , -1 __0 - --,-,- ____ ___+!`�_� __ ---I,- _ -I,,-,-- 111_4, .......- -, __I I__1. 4111e:� 4IL-t !'_ In"I P, f n ,_ n �"�E';' X 11 I \ � "I" . 1 _,___[��,_ __ ____ ,__f�� - ____ _1__+ __ ----" __ "--"- __ _ ,___,_ _ ` " MET�R :�r I V . � , -1 - / _ I ',I� .."� -_ Lux -, 9 /, /," // -1 rn I", � — _,�, .- -,-",,- _...... .............-----------� .....-, lE_'5_ I I I'll 11 I \ , � 1� I ,!�UI ?�,:, ') 1_�' 1 ,�6 1 d, , I , / ,:_, H / , I I I!�,.%'.:,�" N I 11 � I I / I . I � � '.,,, .- .,�V. . , . q�� I -1 I I t�:�":,,, I - i p , "I" + III lb�l , I I �., '' t, , , �, - I 011111- "I'll""J ,�� - r:;:. ,...-�] .-,�-,,�`�,k wl"I (_"�) N ., , ill I G-f"- I— -111,11, ...... -_ -1 111 'L,)0 2"I htl:��'Nt\ , - I. I C. I N �...... --i'lill,1 , /I .......IV'�,i�,T �,,�'.'�� 16, 1 . �,�.�,�\,�:.:, - , , 1011 111-11 Q�!4 1 , , , ,,,- I � , � __ ,'A , . �/ N�,.z," N�11 .� M ,, , I l<, " I, � - , P, I I � , -lif-."�� lli ,�I_ " � li`v�"' ��WATER LINIE MAN HOLE WITH .b � ,,:,:,", .' "1, . I "bi o , N�N111 � , I .I I -,,,,," ,,, M , ,5,� - VALVE 1�1 I ".: , I I 0111 \ I I \_ tl,'V< FDOT ASPHALT PAVEMENT DETAIL CONCRETE PAVEMENT DETAIL I \ � I� �',� / t--------- --------- 0 lq5p I 01(11 1p I 0. -, I I I -oil I . � 0 r X ""I - , -.1", . I ,.N��::��`. ,�C 1�1 a".1vt I I " TOP EL.� 12,72' 250.00'(P) ,g', 0 cot ILII�__ -, --j - NOT TO SCALE NOT TO SCALE , \ . , ",',�": \1 I OC " �� ,4 �\ .1.111,11-11 ,_,�_,,I_I _[�� I , I , �, IN - '_....0,,� G 0 ,2� l�'. '11- � � /,,. ��, i,� - . . I I � I I t� 'V :� :, -11 ll ill "�1�,.; - --- 1\ 0 N88'36'45 E(P) p �� 1 _r� N - I", �': 11 ____` 1 I l\ -, - 11 "' aj __L_,___ I/ _1111111___-___ X __ I �� ,��,-13 249.85'(F) 4!��' - N . ��., 1�v , _1* � - )! --,-,-,-,,,- x -, I '� H , I ,�,-,"�,�it,,, 11 ",,-,---A- X - � ., I ll � I I I'Io�.'. 1, N 4�" S88-19'38"W(F)4��* /,._______1-_111____ ��11 �;L -----4--, " I .-, -p-- 'D* : �.i. .", I �\ , I p -, . I'll ..... - ,�,, ,;,f I � I`1�.'1, 41 - - _K - - -_____........ I N �%�, " - - ,�� I ..��j �\, i �11 I - - - � I _1 I qql � t - I V 2"TYPE SP-9.5 I'll I ,-,"-I- � 1-1/2"TYPE SP-9.5 ASPHALTIC I � I . ry � ! � :",1, I Ill*Nl'!�l .,.*..,. z CONCRETE SURFACE ASPHALTIC CONCRETE I . I I \ z I � I �.-,--�� I N. LINE OF FAIRWAY VILLAS I 1�� 1',: . io.00'(FDOf)' 11 f.. ,-� lc(1,, �." �` I 11 ��. , I — - - \�' , SURFACE IN(2)V LIFT I �`, ;� I "";... , , --.1 .,:� [-�, �) I I I�,-1:- _c i PLAT BOOK 39, PAGES 22 AND 22A - �j I �b , 1.1.":_�,I , ,� - '� \ I ', �I�,I I I - 11 , t.''.t I - I I ... , STRUCTURE PLACEMEN �",� �, - . .... C�. I , , \ ,,, , / // I ". ,,, � s I 11111 "'t'."'d I I T / " / I I/ / I " , I PER APPROVED SITE PLAN I I " "" , / 1 . ,�._,."." I LOT 51 1 1 1 1 / 11 ' I I � I 6"CRUSHED CONCRETE I I '�I 11 11 __j I 1, I , I //,, // E X / .1 I - I �Z-= I - - 1._:� IS NOT VERIFIED BY ANY X COURSE(MIN.LBR luu) // / / I/ 8"CRUSHED CONCRETE BASE , / ,// /`//// I_=18._k_P li� RCP . STANDARD COUNTY INSPECTION / - - ,- //- �"' // ",/" / COURSE(MIN.LEIR 100) , --.:Z _= ff- __E:_RE� = .. I I jkE-=--=! - I",,,,,A =-sa I I I , ' ,�� LOT 50 / / I ET I I � I I GRATE'INLET q "" / / '//,. , , ,, , , ,/ z / I I �, p E : 14.' di INLE (10\,\ TOP EL.: 14.80' FAIR WA Y VILLAS J, /I / , ll� �?' � I /,// / / III \\ I 0 - LOT 52 __ - T 0 It� ��...?� (1-111 CK , . I EL.: , 91' 1 TOP EL..j 34,65 _,�.......2��,l , 'r-1111 - I I __: INV. EL 1110' � 111_1z,��ti _X ��v3r�)C7 IR ALT 11 I N) \ , I _-�'�, � _i,,I,�_ � , eI I Y' &�� ez,',�, R, - S;�Z�21 )q, x", X�y , � ,�g . , 51 '52' __1 � NII - , I I , I OAT EL.�11 13.86' --j I (,� \ 1E kl-� ,! "-� � ! F1 INV. EL.: 10. ) THR PLA T BOOK 39,PA GES 22-22A . ' ' lE , I il I N. & S. INV. Ed: 5.40' 1 1111 I - I ) �1!�, " .1�/'�Nl ,� X I , E. & W. INV. INACC I (D I 16�__ I,� I li-1- I I I : I I - ",_` ,III ,,oi, -P-ly p IT- ,�()&"" - I , ,f'-�-�-,,; , 4i ,�(j , ,,, - -1 PX -1i 11 11 I 11 M , "I p__'1'1,'-" 6"STABILIZED SU.BBASE(MINLBR40) ' 43 1 1 --l-'p, �� ,,� 8"STABILIZED SUB BASE(MIN LBR �' , I , ,,'a�,�, 40) 1 , 111�� I . �w � I , 4"- - ,,, & � lz!�� C��, 11-1 "I �� I'll, ') - I - __ _u I i i "' je, &I"", `,"�111, 5...�6"_-_)(,)�-,il( ;1 IM!%5 , - ,f__ I I 11 11 � \ . I -'11, 11, I- "", ,_��, I - _ _' - .z_le I � I I I P , , , - I , I Al e,4, R -1 ( . t_l, ��,�:_, 5, _n,&e�!�a-4\ ,-,, -\ !;, ' ' ,,, �� I I . ', �!ri , ,v R55_!--, Isa � � X_�( R-7, < , ,,- , � ;�, " - , �_ , , UNDERDRAIN CLEANOUT: I I I_� !AN\I I I 1. l� - C.O.1 C.O.2 ASPHALT PAVEMENT DETAIL HEAVY DUTY ASPHALT PAVEMENT DETAIL I C.O.3 C.O.4 C.O.5 C.O.6 C.O.7 C.O.8 C.O.9 NOT TO SCALE NOT TO SCALE - RIM ELEV=AT GRADE RIM ELEV=AT GRADE RIM ELEV=AT GRADE RIM ELEV=AT GRADE RIM ELEV=AT GRADE RIM ELEV=AT GRADE RIM ELEV=AT GRADE RIM ELEV=AT GRADE RIM ELEV=AT GRADE . 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PJRECAST Clilp"XICULAIR CATCH ]BA SIN CAST CONCIDETE-TOP SLAID3 5 — . ------J 5 1 1 2 PIRE 1\ 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 SCALE: NONE SCALE: NONE I REPLACE WITH SKIMMER NOTES: SECTION D-D . INDIGENOUS SOIL IN TRENCH ITEM ELEVATION � WIDTH(ft) HEIGHT(ft) MATERIAL = GALVANIZED STEEL 0.1345"THICK(10 GAGE) SCALE: H. 1"= 10'-V. 1"=2 1/2' 1 MINIMUM 2' COVER OVER PIPE GRATE 12.90 Z-O" 31-111 MOUNTING HARDWARE = STAINLESS STEEL 1__�� BOLT SPACING PER FDOT INDEX 240 � / I �l I/ /I/ /I 1/11<\"/ , 1/� . "I WEIR 1 11.85 Z-9" 01-411 I 1, \1 � � I / , / , 1, / , , / .... , / , / \\ I"\,,,// \ WEIR 2 11.85 2'-9" 0'-4" WRAP UNDER DRAIN AND 'l/ \1 \ � I ,� //// \ / THIN 11 I , / GRAVEL ENVELOPE WITH ' "�', // / // .// / / /,/ / // I , . � / ", I/ ///,, ,// / FILTER CLOTH, FILTER X, // / , "I // SKIMMER TOP EL 13.00 � // , \ \ IVIIRAFI 140 OR EQUIVILIENT X 1\ ""I'll, 31-011 \ , 1�/ \,/ // / \11, / "/ , // � // I / I, "I 05MIN/ �l - -_ CONTROL STRUCTURE 0.5'MIN 7 __/ \_ " I I ,- — GRATE EL. = 12.90 1 , / o, � �l p 1. "�C 1 1 / / I/ ��/// ,", //�1, �4 1 �I, � I I � , , / , / \ I �l � (Typ) , , , . � � / I � , , I I , I-, . . �1/1, I� \ I PVC UNDERDRAIN SDR 35 WITH �l 1-1 �l . / /\ I 1, I = 2� --' � / /\ 1�_I_l ,/........ �l _�— — — —I_—_— _ _(0 —_ 11/1 1, /11 I I , PERFORATIONS AS PER AASHTO � 1-1 I- �� l BOLTED OR OTHER / "I �/, / , / / // / /"/// - - - - - - - -_ - - - CONNECTION AT MIN 6" GRAVEL ENVELOPE / / " " , , I " / " , ,/ , // , M-1 89 OR EQUIVALENT I OF COURSE AGGREGATE / "/\ / / I / //// X I - EDGE OF SKIMMER '\05MIN I / ' \ / 1, . N , / , / / / " , � I , / < �l , , , I \ X/ , ,�e\� \ \ ,!�� " X \\ // 1* I-, " I 1-1 1-1 2� 1-1 1-1 I (0 �� I SKIMMER BTM. EL. 11.30 I - (� �� ,,- . / I COARSE AGGREGATE: GRAVEL OR STONE MEETING THE REQUIREMENTS OF FDOT STANDARD I A P ,_ 1� STORM SIZE: 10" " -- SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, SECTIONS 901-2 OR 901-3 RESPECTIVELY. 1 \\�__41_� - INV. ELEV: 6.82 I�OAJ THE GRADATION SHALL MEET SECTION 901-6, GRADES 4, 467, 5, 56 OR 57 STONE UNLESS 1� .1 - OTHERWISE SPECIFIED, I� . � ��l � > 1_� - � I �. . STORM SIZE: 4" Z� _� \\\\\\,\�qMA,s R.. //// I ... . . I > . \,\CE /_1 I � INV. ELEV: 6.82 THE CONTRACTOR SHALL SUBMIT TEST REPORTS TO THE ENGINEER TO VERIFY THE 1-1 �l ,-,--_L_�____ � I AR , ------ N . .... , "" . I , , 1 'I I" . 0@9UAX YLWNN - ,-- % I le"Nt hal l\`1 .� � " �l .. . 11 11 '1� �� BOTTOM ELEV: 6.36 "" f_101,114 DTR ... � SUPPLIED MATERIAL MEETS THESE REQUIREMENTS. __k:�/� ziqlm I 11—1. k\\N\,\J I% A Z'e."li." � r iN , E, IR I N G 1"�� IR (1� Ull P, 5 02-26-15 DTRE FDOT ACCESS&SJRWMD COMMENTS .:_� * ::* o. 77 6 '.. 1� cls 12-12-14 HR FjPER SJRWMD&A.B.PUBLICWORKSCOMMENTS * ::E !�.- 7 :.. - -,..� ..-ir-�_ UNDEIRx DiRAIN PIPING DETAIL 4950 W. KENNEDY BLVD, SUITE 600 11-21-14 -�_�q 1. .- ATLANTIC BEACH, FL A DTE � !" .� RX0 RE DETAIL 2�k_'cl. TAMPA, FLORIDA 33609 '_ 0.,./ STATE OF /1 - . DRN_-1 1� ... - .1. 11 'I Phone: (813)379-4100 REV I DATE DESCRIPTION / . � GRADING AND DRAINAGE DETAILS , . ,-'-CHK . . ORID PER SPIRWMDREQUIJILREMENTS Fax: (813) 379-4040 DA :f-yll� r t : : : � i : i i . i i , * - -� _)�" !, " t- ___ - /I/,�,_ __ -/,;,/ 3 4 MODIFIED PR,ECAST FDOT TYPET)) INLET i " ThomasEngineeringGroup.com DOCUMENT CONTROL FLOR1111 Ikk410% 0, FLORIDA BUSINES 1.10RAb .. 27528 1 PROJ. NO. I DWG. NO. C-8.0 � 3 , 1 i '€ NM 0 III I ...._ . - . _..._,........-. . ._,__.._........ . .,-_ ..,._,..._.... . .__„_...,.. . ....... . .................. . - I 111 z 4111,114" 'I " I I I ) l( � 1 u E I OE C°i xY,=a T ii I )11I'I ...; 201 /` I GENERAL l OTES FOR WATER AND SEWER INSTALLATION: It1'4{f:I<3ill� I Q III I` .. I I O fILOit O I I 3I ( t: , i 4 HE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL UTILITIES AND FOR il. ALL POTABLE WATER AND SEWAGE FORCE MAINS 4 INCHES AND LARGER SHALL BE C-900 DR 18, CLASS 150, .. s, ) I 1 I >... DAMAGE TO EXISTING UTILITIES CAUSED BY HIS OPERATION. CALL UTILITY CONTACTS AND SUNSHINE STATE I� I ) .,,I I11 ,: I I < A� TOP £,,_ PVC OR DUCTILE IRON, CLASS 150, OR BETTER, UNLESS OTHERWISE NOTED ON PLAN SHEET. `OI t I I ( II , „ 0 �,_ ? 1 ) I ONE-CALL SERVCE(B00-432-4770) 48 HOURS IN ADVANCE OF WORK. FI • „, EARS 12. ALL GRAVITY SEWER MAINS SHALL BE SDR 26 PVC CONFORMING TO ASTM D3040 OR DUCTILE IRON CLASS 50, F I I ( ( I„ - .� __ E $ HE CONTRACTOR SHALL VISIT HE JOB SITE PRIOR TO BIDDING TO FAMILIARIZE HIMSELF WITH JOB SITE CONFORMING TO ANSI A21.50, AS REQUIRED, OR BETTER. I `. 'I I c�3; .I,_..o'.°• -_ CONDITIONS. `' 1 ��',�:-1 I '' j _ EASE,`{IrtNT PER '�F�`AC AL _.. _._. _ LI "'" -_,__,,,M_ �_ ,__,........ - 13. ALL GATE VALVES SHALL BE NON-RISING STEM TYPE AND SHALL BE SUITABLE FOR 250 PSI NON-SHOCK WORKING I Ill j w.". ':' i a X . '°h-_ _ I CONTRACTOR SHALL ARRANGE FOR AND PAY FOR ALL TESTING AS REQUIRED IN THE CITY OF ATLANTIC BEACH PRESSURE. GATE VALVES SHALL BE MECHANICAL JOINT OR FLANGED,VALVES SHALL BE IRON BODY, BRONZE - ,.., I I / RECORDS BOOK 5810, 3 AGE 5G& ' � O� I AND/OR JEA SPECIFICATIONS PERTAINING TO HE JOB. " 1> I / •r Oil °0 r 300.00(D) i / FITTED. VALVES SHALL BE CLOW, M&H, MUELLER, OR APPROVED EQUAL. VALVE BOXES WH SCREW 1 (:::'1:',`I (2)1"APPROVEDRPZ ," ti�gg•17'50'E D) ' p�A- ss rr.--'•: :w':""`"';: ' ALL WATER AND SEWER WORK SHALL BE AS PER CITY OF ATLANTIC BEACH STANDARDS AND SPECIFICATIONS EXTENSIONS SHALL BE OF CAST IRON CONSTRUCTION, 3/8 INCH MINIMUM WALL THICKNESS AND SHALL BE NON- I I' <I BACKFLOWPREVENTORS ( a a 299.88(F) i S'- UNLESS SHOWN OTHERWISE. HE CITY OF ATLANTIC BEACH REFERENCES JEA SPECIFICATIONS WITH TACKY TAR ENAMEL COATED. HE WORD"SEWER" SHALL BE CAST IN THE COVER FOR VALVES ON FORCE MAIN. .:, ,, { '' _ 1 It j s•"----•-•- 17.E "-'-' EX.1"IRRIGATION METER •5 •�E/C! o �t7 111 `7 THE LEFT( UNTER-CLOCKWI )WHEN VIEWED \ y __,.._....._w:___..,,._. : €, �� :< ALL GATE VALVES INSTALLED SHALL OPEN BY TURNING TO T CO SE WH , I ,., EXCEPTIONS AS SHOWN ON THE PLANS, OR IN THE NOTES. I ,€ iy I `' --( 1 g, a / el� ) FROM THE TOP. VALVES SHALL HAVE RESILIENT SEATS. •,, POINT OF CONNECTION FOR POTABLE WATER SERVICE �� ° (;e,: >.,_§' UTILITY CONTRACTOR SHALL NOT COMMENCE WORK WITHOUT PRIOR NOTICE TO HE CITY OF ATLANTIC BEACH I k,. 14. HYDROSTATIC AND LEAKAGE TESTING, AND DISINFECTION OF THE WATER MAINS INSTALLED SHALL BE (` „ -: PUBLIC WORKS DEPARTMENT(247-5834). TWO DAYS NOIIFICAl10N IS REQUIRED BEFORE ANY LINES ARE I•-..�''i I A LOCATE'/VI RE SHALL BE PLACED ON SERVICES 1OFT OR GREATER. SINGLE WATER SERVICE GANG WATER SERVICES GANG WATER SERVICES P/L PIL 3 OR 4 SERVICES(SEE NOTE#5) 5 OR MORE SERVICES(SEE NOTE#5) 3.7500'_ 2 7 1/2'JEA ELECTRICAL 4"MAIN(MIN)WHERE `< 1.5938" 0.5625" EASEMENT METER TO MULTIPLE TAPS ARE VENDOR LOGO 7.0000" _CURB STOP_CONSTM _ 0.1250" - R/W 15'MAX - 1X"x E STEEL GUSSET1"POLY '\C'C'tC\ PLATE WELDED TO_ WATER SERVICE MARKER NO WELDS PAST ENDS OF USSET \\\\\\\\\\ \ BACKSIDE OF TOP1"POLY TUBING WP'Y" V MIP PACK REQUIRED FOR NEW PLATES.ALL GUSSET PLAT R/W LINE FITTING(FORD Y 44-264, JOINT COUPLING DEVELOPMENT AREAS ALIGNED WITH EACH OTHE /\j``j\ / ; o o oMUELLER H-15343 OR MULTI-SERVICE"Y" (SEE NOTE#4) \\\/\/\/®/\ \ $ t 4.•. t 9y 't IAPPROVED EQUAL) (2"FIPINLET ANDSERVICE"3 CLEANOUT FRAME AND COVER, \ 4" 1 s»SET AT FINAL GRApE(NOTE#7) t' t1J�"POLY TUBING n ryP \\\ \\\OR 4 1"FIP OUTLET) ( ) //////r// / --{ l '�CO-POLYMER METER BOX m � PVC FITTINGS, SCREW CAP LONG-SIDE WATER SERVICE 2"MIP PACK ADDLES WITH &COVER(NOTE#i) POLY TUBING(1 MIN.) JOINT COUPLING 24"SEPARATION ATA \ --t" .„'t°-i`,..{ „.-1,,.{ "•--1 'PICK HOLE 12" DIA. ROUND X 3" THICK CONCRETE METER COUPLING(NOTE#4) ti t••' 1' { {" t ..-t e2° FRAMED PICK HOLE MIN.(NO GLUED TEES) 12" RECESSED HOLE DESIGNED s .-t 1.-{ �"t'" {i,•1..1 t'" PAD AROUND CAP. i t cu es � t of R TOP (MAX) TO FIT THE METER TOUCH (, .0.,�...� ........ 7.'.'.'.'.'.'.� LOCATE WIRE PIG t t \ 4 T t \' .................................................................. ....'P..A..Y..�L.C7........................ READ PAD ^ l..rT --1"., .wt .. 04.00 SKID PROOF w \ 1 t t t l i AIL END 12"LONG O_ T 1. t .'.S'.:•,7,'�'.'.1'.t,.'.�.'C:.::;..: .'..'.'.'�.:.t:C:.'.7.C::.7.:7.:7.:7.'::.7.7:.:•:.'.:':.':.'::.'.7.'.' 4 IN TEXTURE { _ 6" PVC PIPE AND FITTINGS .. ........ .. ......... 11`E'W •• •R T _ METAL DETECTOR . ..X'.S.QOkE....... S R ............. NON-SKID TOP PRIMED LLJ �1'" ' "STEEL H - :7.'.SSOR' ::::::::.77.7:....... ......:.�:.1 2�'R(TYP) -t-�' T A BACKFILL AS SPECIFIED .. ........( .T...... . ............................... ...........................................•. Z -�.•„y..•..-ty.{" AND PAIN FED BLACK WITH ROUNDED PLATE INSTALLED I �w �. 4"G.V.(MIN) CORPORATION STOP REQUIRED ON iv -'y \e• CORNERS BELOW LOGO �_ Ed 2'MAX(SEE NOTE t14) ALL SERVICES REGARDLESS OF SIZE. o KEYHOLE H RED D) �^ o (NOTE#5) b - D=J METER 6" MIN (CONNECTED DIRECTLY INTO SADDLE) (NOTE#4) (WITHIN 1"FROM WATER MAIN SHORT-SIDE WATER SERVICE GUSSET) 6. o � FRAMING o'' I STANDARD SEWER POLY TUBING(1"MIN.) „ 2"HOLE DESIGNED TO BORDER BEND 2 WATER AI (A APPLICABLE) 1 3/4• FIT THE METER TOUCH METER BOX LOCATION WATER METER BOX(lYP) 16 CONNECT TO EXIST. SERVICE (NEAR UG ELECTRICAL 2, CONNECTION TO CUSTOMER'S READ PAD(TWO REQUIRED CENTER WITH NECESSARY FITTINGS BOX,NOTE#1) 7 1/2'JEA ELECTRICAL EASEMENT WATER MAIN AND BACKFLOW BETWEEN GUSSETS) 1.50" _ SET CURB STOP AS PROVIDE 2"PVC PLUGS TO CLOSE rye' LID HAS OR PLUG IF NO SERVICE. RW HOLES WHICH ARE NOT USED OR PROVIDE 2"PVC PLUG TO CLOSE 10'x10'JEA ELECTRICAL CLOSE TO WALL}"AS A 0.1250" ® SERVICE SADDLE SET METER ON UNDISTURBED WHERE NO METER IS INSTALLED HOLES WHICH ARE NOT USED OR �' o _EASEMENT W/UG ELECTRIC POSSIBLE(2 MAX) WHEREIN METER IS INS FALIED CROWN FROM N q1 STANDARD PVC SEWER (SEE NOTE#2) OR COMPACTED SOIL DURING THE CONSTRUCTION PERIOD LOGO AREA BOOR DRAITC� I RNV:RIGHT T WAY LINE POLYETHYLENE WATER POLYMER TOP DURING THE CONS METAL TOP LETTERING.1250 END TO END \ WYE, 6"X E EASEMENT(NOTE#3) P/L (NOT-IN-USE SERVICE). OD RECESSED.1250 \UNDISTURBED SOIL P/L ( P/L:PROPERTY LINE SERVICE LINE (NOT-IN-USE SERVICE). DEEP WITH NT� DOUBLE 1"WATER SERVICE 00LF MAX.,NOTE#3) 1 D i Q LOGO IN RAISED } (SEE NOTE#6) TAPS 0'45*ACCEPTABLE RANGE FOR (SEE NOTE#1) }� (SEE NOTE#4) IN HEIGHT. e400 SEWER CLEANOUT NOTES 02.00 o DISTRIBUTION MAIN er � o N 1. THE SKETCHES ABOVE INDICATE TYPICAL WATER SERVICE AND METER BOX LOCATIONS.ACTUAL LOCATIONS OF BOXES MAY 1, rn VARY SLIGHTLY ACCORDING TO FIELD CONDITIONS ENCOUNTERED.TYPICALLY,THE METER BOX SHALL LOCATED AT THE RAN } o N.T.S LINE BUT INSIDE THE 7 VZ ELECTRIC EASEMENT. _ NOTES: FLARED OUTWARD ,,p 0.6875" 2 2. UNLESS SPECIFIED OTHERWISE BY THE APPLICABLE COUNTY(NASSAU,CLAY OR ST.JOHNS COUNTY),THE METER BOX SHALL WALLS(SEE NOTE#4) Or��3" .3750" ryy� 0.4375" BE LOCATED IN THE 7 1/2'ELECTRIC EASEMENT,AND TWO FEET INSIDE OF THE PROLONGATION OF ONE OF THE SIDE 1. SEE PLATE W-1 FOR METER LOCATION REQUIREMENTS. 4J. PROPERTY LINES.IF ACONFLICT EXISTS WITH OTHER UTILITIES,THE METER BOX MAYBE ADJUSTED TO FOUR FEET(MAX.) { Q' .0000" �O' 0.4688" INSIDE PROPERTY LINES(IN LIEU OF TWO FEET).UNLESS APPROVED OTHERWISE,THE WATER METER BOX SHALL BE LOCATED 2. SINGLE BAND SADDLES MAYBE UTILIZED ON NEW 1"WATER SERVICES WHICH ARE INSTALLED ON A DRY 10"SIZE OR SMALLER IN NON-TRAFFIC AREAS(NOT IN SIDEWALKS OR DRIVEWAYS).IF THE METER BOX IS APPROVED TO BE LOCATED INA DRIVEWAY WATER MAIN(NEW WATER MAIN CONSTRUCTION).FOR WET TAPS OR WATER MAINS 12"SIZE AND LARGER,A DOUBLE BAND OR SIDEWALK,THEN THE CONSTRUCTION SHALL MEET STANDARD DETAIL NUMBERS W-384,ATA MINIMUM(SEE W-3 AND W-0 SADDLE IS REQUIRED.BRASS SADDLES MAY BE UTILIZED ON NEW 1 INCH AND SMALLER WATER SERVICES WHICH ARE INSTALLED ry TOP VIEW SIDE PROFILE FOR THE REQUIREMENTS OF SPECIAL ORDER POLYMER BOX AND TOP).SET TOP OF BOX AT FINISHED GRADE.IF AN ON A DRY 10 INCH OR SMALLER PVC WATER MAIN. UNAPPROVED METER BOX IS IDENTIFIED,THEN THE CONTRACTOR OR CUSTOMER SHALL BE RESPONSIBLE FOR THE COST OF LID HAS A 0.1250"CROWN RELOCATING ANY METER BOX WHICH IS LOCATED IN THE SIDEWALK OR DRIVEWAY OR THE COST TO PROVIDE THE CORRECT 3. NO OPEN CUT UNDER ROADWAY PAVING ALLOWED UNLESS THE ROADWAY IS BEING RECONSTRUCTED OR IF DIRECTED / FROM SIDE TO SIDE METER BOX.SHALL APPROVE ALL DEVIATIONS TO THE ABOVE PRIOR TO CONSTRUCTION. OTHERWISE.CONSTRUCT POLY LINE WITH 24"(MIN.)COVER UNDER ROADWAYS.THE POLY WATER SERVICE LINE SHALL BE 15.000 INSTALLED PERPENDICULAR TO THE MAIN AND NOT EXCEED 100LFUNLESS APPROVED OTHERWISE. '� �0 SANITARY SEWER NOTE: FOR DOUBLE WYE, USE NECESSARY FITTINGS 3. IF DRAINAGE OR OTHER EASEMENT LOCATED BETWEEN LOTS,METER BOXES SHALL BE LOCATED AT THE EASEMENT LINE BUT �S� 2.00" 2.00" MAIN AND BENDS TO ALIGN WITH EXIST. LATERALS. OUTSIDE THE EASEMENT AREA. 4. INSTALL PVC PLUG IN ALL CURB STOPS IF WATER SERVICE IS"NOT IN USE"(I.E.:IF NO METER IS INSTALLED).WATER SERVICES SERVING VACANT LOTS(SERVICE NOT IN USE),SHALL INCLUDE A"W'CUT INTO THE CURB(CLOSEST TO THE METER BOX),AND CONSTRUCT 4. FOR SINGLE SERVICES,THE HORIZONTAL DISTANCE(PERPENDICULAR TO THE MAIN)BETWEEN THE SERVICES SADDLE AND THE PAINTED BLUE(PAINTED PURPLE FOR RECLAIMED WATER).IN ADDITION,FOR NEW DEVELOPMENT AREAS WHERE THE WATER METER BOX SHALL BE 2 FEET MAXIMUM.FOR DOUBLE V SERVICES,THE 1'/:°POLY MAIN SHALL BE LOCATED CENTERED SERVICE IS"NOT IN USE",A LANDSCAPE TIMBER OR 3x3 MIN.P.T.POST(TOP PAINTED BLUE OR PURPLE FOR RECLAIMED WATER). 3"x5"DOG HOUSE0 3O dSTANDARD BETWEEN THE TWO METER BOXES,LOCATE WIRE IS REQUIRED ON ALL SERVICES 10'OR GREATER IN LENGTH.IF LOCATE WIRE THE REMOVAL OR TRANSFER OF A WATER SERVICE SHALL INCLUDE BRASS METER COUPLINGS(HEX ON BARREL TYPE). HOLE(BOTH ENDS) m 2S0• e L.R. BEND CLEAN -OUT IS REQUIRED,THE WIRE SHALL RUN FROM THE METER BOX(W/PIG TAIL)TO THE MAIN(DEAD END SHALL BE TAPED WITH NO CONNECTION TO MAIN WIRE WITH THE LAST 24 INCHES STRIPED OF INSULATION/BARE WIRE AS GROUND).ALL EXCEPTIONS TO 5, NO 2"AND SMALLER WATER SERVICE TAPS PERMITTED ON WATER MAINS WHICH ARE 20"AND LARGER SIZE. _2 2.375 THIS REQUIREMENT MUST BE APPROVED.THIS WILL ASSIST IN LOCATING EXISTING SERVICE LINES IN THE FUTURE. 14.750" 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OR REPLACEMENT OF THE METER OR ELECTRONIC DEVICES IF POLYMER BOX T 5. GANG WATER SERVICES:FOR 3 OR 4 SERVICES IN ONE AREA,A WATER MAIN EXTENSION W/LOCATE WIRE MAY BE UTILIZED ON DAMAGED BY THE CONTRACTOR DURING THE CONSTRUCTION PERIOD. NOTES'. EITHER SHORT-SIDE OR LONG SIDE SERVICES WHERE SHOWN ON THE DRAWINGS.LOCATE WIRE SHALL EXTEND FROM ONE METER BOXTOCORP STOPATWATER MAIN.FOR 5 OR MORE SERVICES IN ONEAREA,AWATER MAIN EXTENSION W/LOCATE 7, METER BOXAND TOP SHALL BECLEAR OFALL DEBRIS TO ALLOW FULL ACCESS TO BOX(i.e.NO DIRT,TRASH OR OTHER DEBRIS 1, THE S-ANDARD BOX(FLARED OUTWARD WALLS)&TOP(2 HOLE)SHALL BE MADE OF POLYMER CONCRETE. END PROFILE WIRE MAY BE UTILIZED ON EITHER SHORT-SIDE OR LONG SIDE SERVICES WHERE SHOWN ON THE DRAWINGS(TAPS PLACED ON TOP OF BOX). (SIMI ,R TO OLD BROOKS SERIES 65).BOX WALLS SHALL BE FIBERGLASS.BOX,INCLUDING THE INSIDE LIP, STAGGEREDAND AT 2 FEET ON CENTER-MIN).FOR WATER SUPPLY HEADERS WHERE 5O MORE TAPS ARE CONSTRUCTED, NOTES: THE HEADER PIPE SHALL BE 4"ATA MINIMUM.EXAMPLE:CONSTRUCT A 4"MAIN CROSSING THE STREET FOR 5'RESIDENTIAL 8. LOCATE WIRING REQUIRED ON ALL SERVICES 10'OR GREATER IN LENGTH.SEE PLATE W-44. AND TOP SHALL MEET A-8(ATSM C857)LOAD RATING. 1. ALL DIMENSIONS ARE IN INCHES. 6" SERVICE CUSTOMERS,UTILIZING 4"G.V.,4"PIPE.4"Xi"SADDLES AND 1"CORP STOPS(NO GLUED TEE FITTINGS).THE 4"OR LARGER 2. ALL SIZES SHOWN ARE IN INCHES AND ARE APPROXIMATE SIZES. PIPE WATER MAIN MUST BE SIZED AND DESIGNED BY THE P.E.ENGINEER. 3. POLYMER BOX APPROXIMATE WEIGHT 5011,s.POLYMER TOP APPROXIMATE WEIGHT 501b,.SEE CONSTRUCTION 2, COLOR SHALL BE OFF-WHITE,NON-POROUS,SAND TEXTURED SATIN FINISH. 6. DOUBLE 1"WATER SERVICES IS ALLOWED FOR SHORT SIDE OR LONG SIDE SERVICES AND WHERE SHOWN ON THE DRAWINGS. DETAIL W4A FOR MANUFACTURING DETAIL FOR TWO HOLE COVER. 45 deg }i w WATER SERVICE DETAIL- 2" AND SMALLER METER J 3 ALL TOPS SHALL MEET A-8(ASTM C857)IOAD RATING WYE 1" _Z 7. A IRRIGATION SERVICE MAYBE TAPPED INTO THE(1"MIN)DOMESTIC WATER SERVICE LINE(WHICH SERVES THE SAME 4. N APPROVED OTHERWISE 1N WRITING,ALL METER BOXES SHALL BE IN AREAS ( CUSTOMER)UTILIZING A 1"BRONZE"Y"FITTING.(IN AREAS WHERE NO RECLAIMED WATER IS AVAILABLE). (NOT S I J THE ROADWAY,DRIVEWAYS OR SIDEWALKS). 4. THE LID SHALL BE CERTIFIED BY CELLNET TECHNOLOGY INC AND SENSUS METERING 8. No 2"AND SMALLER WATER SERVICE TAPS PERMITTED ON WATER MAINS WHICH ARE 20"AND LARGER SIZE. JANUARY 2013 PLATE W-2 SYSTEMS TO BE RF COMPATIBLE WITH THE SENSUS MTU. SINGLE WYE PLAN 5. META TOPS MAY BE UTILIZED IF SPECIFICALLY APPROVED BY A MANAGER OR BY METER 08M STAFF, 5 METAL DETECTOR PLATE SHALL BE DETECTABLE BY MAGNETIC LOCATE EQUIPMENT 9. RECLAIMED WATER METER BOXES OR SERVICES SHALL BE CONSTRUCTED SIMILAR TO THE ABOVE AND SHALL BE LOCATED,AT A MIN.OF 10'FROM THE POTABLE WATER SERVICE,AND/OR BOX AND NOT ALLOWED IN CONCRETE OR ASPHALT UNLESS APPROVED OTHERWISE SERVICE INSTALLATIONS WATER METER BOX & COVER FOR WATER METER BOX POLYMER CONCRETE COVER 2" AND SMALLER METER 1-1/2" AND 2" METERS MODEL No. 65 - TWO HOLE PLAN - SANITARY SERVICE CONNECTIONS JANUARY 2013 PLATE W-4 JANUARY 2013 PLATE W-4A N.T.S. JANUARY 2013 PLATE W-1 MAXIMUM TRENCH WIDTH GENERAL BACKFILL (SEE NOTE#1) MATERIAL COMPACTED -" INSTALL CLEANOUT,SEE DETAIL WATER OR RECLAIMED WATER MAIN PIPE MINIMUM HORIZONTAL TO 100%MAX.ASTM D698 ,. EXIST. AND FINISH GRADE OTHER PIPING TYPE SEPARATION(FEET) (SEE NOTE#5 r .+:. ,,__.• 1/2- CLEAR ter.-S-Irr=m-r_ 1.GRAVITY SANITARY SEWER 6-10 (NOTE#2) (FILL ANNULAR VOID I-I 1 r.. I I-I I'' / W/SAND AFTER SETTING) 1 1 SANITARY SEWER 1 2.GRAVITY SANITARY SEWER 3 (NOTE#2) 9-1/2" I TO 2 TY P. S NOTES ON DETAIL W-11 N DETAIL W-11 - DITCH OT (SPECIAL CASE,NOTE E L ) BACKFILL COMPACTED DITCH SERVICE WYE DITCH 6" SERVICE PIPE 88 (SEE NOTES 1,2,3,7 ) MAX.DENSITY ASTM D698 SEE SET FLUSH WITH . . BANK BANK~ W/RISER 3.SEWAGE FORCE MAIN 6-10 (NOTE#2) NOTES#38#4) PAVEMENT OR AS NECESS RY 4.GRAVITY STORM SEWER 3 (NOTE#3) PIPE DIAMETER V-6" 8" GRASS 11 1.0 9' MIN. SLOPE OTHER UTILITY PIPE 5.RECLAIMED WATER 3 NOTE CONCRETE VALVE JACKET COLLAR TO BE PLACED 6.ELECTRIC,PHONE,CABLE,GAS 2 PIPE TO BE INSTALLED ON OVER ALL VALVES PER JEA STANDARDS UNDISTURBED SOIL OR SUITABLE PLAN VIEW - SOIL COMPACTED TO 100%MAX. 30"MIN. FINISH GRADE OR Z NOTES: DENSITY,ASTM U698(NOTE#2) COVER tD�PAVEMENT SEE TRENCH DETAILS FOR BEDDING 1. THE PLANTING OF HARDWOOD TREES WITHIN 36 INCHES HORIZONTAL CLEARANCE OF THE MAIN SHALL BE PROHIBITED. AND COMPACTION STOPPER OR CONNECTION w 2. THE HORIZONTAL SEPARATION BETWEEN RECLAIMED WATER AND SEWAGE FORCE MAINS OR GRAVITY SANITARY SEWERS IS 2 I A,FEET(MIN). VALVE STEM EXTENSION REQUIRED TO MAINTAIN N ADJUSTABLE C.I. VALVE Box NOTES: TO EXIST. LATERAL 3. THE HORIZONTAL SEPARATION BETWEEN RECLAIMED WATER AND GRAVITY STORMSEWERSIS3FEET. TYPICAL TRENCH 2'DEPTH TO OPERATING WITH COVER MARKED "WATER" 1. CONTRACTOR SHALL PROVIDE AN ADEQUATE SUPPLY OF BENDS AND FITTINGS TO MEET VARYING FIELD CONDITIONS NUT ON DEPRESSED MAIN MINIMUM HORIZONTAL SEPARATION REQUIREMENTS NOTESYATH 38"OR MORE COVER OPERATING NUTOPEN LEFT 2. PROVIDE APPROVED MARKING POST, STOPPER OR HOUSE CONNECTION WITH APPROVED TRANSITION COUPLING. 1. TRENCHSIDES SHALL BE APPROXIMATELY VERTICAL BETWEEN AN ELEVATION OF 1 FOOTABOVE THE TOP OF THE PIPE AND THE VALVE 3. LENGTH OF SERVICE PIPE VARIES AT EACH SERVICE CONNECTION AND SHALL BE PROVIDED AS REQUIRED, CENTER LINE OF THE PIPE;OTHERWISE,TRENCH SIDES SHALL BE AS VERTICAL AS POSSIBLE OR AS REQUIRED BY OSHA STANDARDS.REFER TO THE MEASUREMENT AND PAYMENT SECTION(SECTION#801,PARAGRAPH#4))TO DETERMINE MAXIMUM TERMINATE SERVICE AT LOCATION DIRECTED BY THE ENGINEER. PAYLINE WIDTHS. WATER OR RECLAIMED WATER MAIN PIPE MINIMUM VERTICAL 2.BELL HOLE SHALL BE DUG TO PERMIT THE ENTIRE STRAIGHT BARREL OF THE PIPE TO REST ON THE UNDISTURBED TRENCH OTHER PIPING TYPE SEPARATION (INCHES) BOTTOM.BOULDERS OR LOOSE ROCKS LARGER THAN 3/4 INCH IN SIZE WILL NOT BE PERMITTED IN BACKFILL UP TO 7 FOOT SECTION-SANITARY SERVICE CONNECTIONS ABOVE THE TOP OF THE PIPE. y WATER MAIN ON SEE NOTES ON DETAIL 1.GRAVITY SANITARY SEWER 6-12 (NOTE 1&2) 3. BACK FILL MATERIAL UP TO A LEVEL OF 1 FOOT OVER THE PIPE SHALL CONSIST OF AASHTO CLASS A-3 SOIL(SUITABLE SOIL)AND TOP WITH JOINT W-11:(1,4,5,86) SHALL EXCLUDE CLAY MATERIALS AND LOOSE ROCKS LARGER THAN 3/4 INCH SIZE. WATER MAIN N.T.S. CENTERED OVER 2.SEWAGE FORCE MAIN 12 OTHER UTILITY PIPE 4.BACKFILL MATERIAL UP TO A LEVEL 1 FOOT OVER THE TOP OF PIPE OR BOTTOM OF STRUCTURES SHALL BE PLACED IN 61NCH 3.GRAVITY STORM SEWER 6-12 (NOTE 1&3) COMPACTED THICKNESS LAYERS AND SHALL BE COMPACTED TO 100%OF ITS MAXIMUM DENSITY AS DETERMINED BY THE 57 STONE BEDDING LABORATORY MODIFIED PROCTOR TEST,ASTM D698, 4.RECLAIMED WATER 12 (NOTE#2) 5. SEE"EXCAVATION AND EARTHWORK",SECTION 408 FOR ADDITIONAL REQUIREMENTS INCLUDING REMOVAL AND REPLACEMENT WATER VALVE AND BOX DETAIL I= 5.ELECTRIC,PHONE,CABLE,GAS 6 OF UNSUITABLE SOILS,DEWATERING,COMPACTION REQUIREMENTS AND DENSITY TESTING OF COMPACTED SOILS. N.T.S. O` THER UTILITY PIPE SECTION VIEW OPEN CUT TRENCH FOR PRESSURE PIPE FOR DTR DETMS SEE DTBER SEEIS.AM STAB DETAILS FOR JANUARY 2013 IN STATE ROAD RIGHT-OF-WAY PLATE W-42A TIE APROWLE MM FOR WM NOT COAD N SWM NOTES: "JM USE CITY OF AAMW BDW SGIlTW& 1. IF THE WATER MAIN IS BELOW THE SANITARY GRAVITY SEWER PIPE,RECLAIMED WATER MAIN OR STORM GRAVITY SEWER PIPE, THEN A MINIMUM OF 12"VERTICAL SEPARATION IS REQUIRED. 2. THE VERTICAL SEPARATION BETWEEN RECLAIMED WATER AND POTABLE WATER,GRAVITY SANITARY SEWER,OR SEWAGE FORCE MAIN IS 12-INCHES(MIN.) I 3, THE VERTICAL SEPARATION BETWEEN RECLAIMED WATER AND GRAVITY STORM SEWER 156-INCHES(MIN.). MINIMUM VERTICAL SEPARATION REQUIREMENTS GALVANIZED REMOVD(TOBE (SMOOTH o BE REMOVED)B 1" BALL VALVES REMOVED) USE IN HIGH HAZARD CONDITIONS UNION REDUCED PRESSURE ZONE -WATER SHALL FLOW MINIMUM SEPARATION REQUIREMENTS BACKFLOW PREVENTOR FROM I "DT ANGEL �11"' (TRAIGHOWN FOR WATER MAINS CONBRACO, WATTS OR FEBCO , a FINISHED GRADE JANUARY 2013 PLATE W-10 0 WATER MAIN AND NON-WATER MAIN SEPARATION REQUIREMENTS-NOTES f- 1" SCH 80 GALVANIZED 1. ITIS REQUIRED THAT"WATER MAINS'BE INSTALLED,CLEANED,DISINFECTED AND HAVEA SATISFACTORY BACTERIOLOGICAL FAC. AND GAL FITTINGS SURVEY PERFORMED IN ACCORDANCE WITH THE LATEST APPLICABLE AWWA STANDARDS,CHAPTER 62-555, AC.AND LATEST STANDARD THREAD PIPE(X"SIZE MIN.)TO (TO BE JEA WATER AND SEWER STANDARDS.FOR THE PURPOSE OF THIS SECTION,THE PHRASE` ROADWAY SHOULDER IF WATER MAINS"SHALL MEAN MAINS, REMOVED)ROUTE INCLUDING TREATMENT PLANT PROCESS PIPING,CONVEYING EITHER RAW,PARTIALLY TREATED,OR FINISHED DRINKING WATER: FIRE HYDRANT LEADS;AND SERVICE LINES THAT HAVE AN INSIDE DIAMETER OF THREE(3)INCHES OR GREATER.IN ADDITION, -12" MIN REQUIRED(SEE NOTES) THE PHRASE"RECLAIMED WATER'REFERS TO THE WATER REGULATED UNDER PART III OF CHAPTER 62-610,F.A.C. FINISHED GRADE BUSHING IF REQ.(TO BE REMOVED) 2. NEW OR RELOCATED,UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE 1','THREADED PLUG(TO BE INSTALLED AFTER (3)FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED STORM SEWER, \ BACTERIOLOGICAL CLEARANCE IS RECEIVED) STORMWATER FORCE MAIN,OR PIPELINE CONVEYING RECLAIMED WATER. „ 3. NEW OR RELOCATED,UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX(6) 90°DEGREE BEND(TO BE REMOVED) T AND PREFERABLY TEN 10 FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR FEET, ( ) I I 1"CORPORATION STOP CONNECTED PROPOSED GRAVITY OR PRESSURE-TYPE SANITARY SEWER,WASTEWATER FORCE MAIN,OR PIPELINE CONVEYING RECLAIMED WATER.THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY-TYPE SANITARY SEWERS FROM DIRECTLY INTO SADDLE(TO REMAIN) MAY BE REDUCED TO THREE 3 FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX(6)INCHES ABOVE THE TOP WATER METER qIiH OSE BIBB 1"WATER SERVICE SADDLE () - JIB)OF THE SEWER(SPECIAL CASE)- / (TO REMAIN)(NOTE THAT OUTLET, 4. NEW OR RELOCATED,UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY OR VACUUM-TYPE {{{��/// AT 3:00 OR 9:00 POSITION) SANITARY SEWER OR STORM SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX(6)INCHES,AND PREFERABLE TWELVE(12)INCHES,ABOVE OR AT LEAST TWELVE(12)INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE. t HOWEVER,IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. WATER MAIN(SIZE 8 TYPE VARIES) 5. NEW OR RELOCATED,UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED PRESSURE-TYPE SANITARY NOTES' SEWER,WASTEWATER OR STORMWATER FORCE MAIN,OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN ISA LEAST TWELVE(12)INCHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE. 1. LOCATION OF SAMPLE POINT BIBB SHALL NOT BE WITHIN THE ROADWAY BUT ROUTED TO THE ROADWAY HOWEVER,IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. SHOULDERS(NON-TRAFFIC AREAS). 6. AT THE UTILITY CROSSINGS DESCRIBED IN NOTES 4AND 5 ABOVE,ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL TEMPORARY PIPING&FITTINGS(AS NOTED), ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. AFTER BACTERIOLOGICAL CLEARANCE IS RECEIVED. REDUCED PRESSURE ALTERNATIVELY,AT SUCH CROSSINGS,THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE (3)FEET FROM ALL JOINTS IN VACUUM-TYPE SANITARY SEWERS,STORM SEWERS,STORMWATER FORCE MAINS,OR PIPELINES CONVEYING RECLAIMED WATER,AND AT LEAST SIX(6)FEET FROM ALL JOINTS IN GRAVITY OR PRESSURE-TYPE SANITARY BACKFLOW P R EV E NTO R 3. PIPE AND FITTINGS SHALL BE PVC(SCH.40)OR GALV.MATERIAL. SEWERS,WASTEWATER FORCE MAINS,OR PIPELINE CONVEYING RECLAIMED WATER. 4. THE USE OF THE ABOVE CONSTRUCTION FOR A TEMPORARY SAMPLE POINT SHALL BE LIMITED TO AREAS WHERE A SAPEE TAP BY ALTERNATIVE METHODS(SEE W-24)IS NOT FEASIBLE OR IF DIRECTED OTHERWISE. 7. NEW OR RELOCATED FIRE HYDRANTS SHALL BE LOCATED SO THAT THE HYDRANTS ARE AT LEAST THREE(3)FEET FROM ANY TYPICAL DETAIL M EXISTING OR PROPOSED STORM SEWER,STORMWATER FORCE MAIN,OR PIPELINE CONVEYING RECLAIMED WATER;AT LEAST 5. THE CONTRACTOR SHALL COMPLY WITH ALL RULES AND POLICIES AS AS OUTLINED BY THE ENVIRONMENTAL THREE(3)FEET,AND PREFERABLY TEN(10)FEET,FROM ANY EXISTING OR PROPOSED VACUUM-TYPE SANITARY SEWER;AT RESPONSE COORDINATOR(ERC)AND OTHER ASSOCIATED STANDARDS. LEAST SIX(6)FEET,AND PREFERABLY TEN(10)FEET,FROM ANY EXISTING OR PROPOSED GRAVITY OR PRESSURE-TYPE NTS SANITARY SEWER OR WASTEWATER FORCE MAIN. 8. WHERE AN UNDERGROUND WATER MAIN IS BEING LAID LESS THAN THE REQUIRED MINIMUM HORIZONTAL DISTANCE FROM TEMPORARY SAMPLE TAP ANOTHER PIPELINE AND WHERE AN UNDERGROUND WATER MAIN IS CROSSING ANOTHER PIPELINE AND JOINTS IN THE WATER MAIN ARE BEING LOCATED LESS THAN THE REQUIRED MINIMUM DISTANCE FROM JOINTS IN THE OTHER PIPELINE,THE CONTRACTOR SHALL CONSULT THE DESIGN ENGINEER TO OBTAIN APPROVAL OF ANY ALTERNATIVE CONSTRUCTION METHODS, JANUARY 2013 PLATE W-25 PRIOR TO CONSTRUCTION. NOTES ON UTILITY SEPARATION REQUIREMENTS JANUARY 2013 PLATE W-11 0 ��1tS !Ctll/�� PTS ij�.4 Js vv � rt . 0 �% DOhL�aG �GLLE N o. 7 7 99GT ?Q 4950 W. KENNEDY BLVD, SUITE 600 11-21-14 HR DTE "w' '•� ATLANTIC BEACH, FL TAMPA, FLORIDA 33609 -. 0 "` Phone: (813)379-4100 REV. DATE DR CHK DESCRIPTION a NTk .I4r� . UTILITY DETAILS Fax: (813)379-4040 , N er 21, \\ ThomasEngineeringGroup.com DOCUMENT CONTROL FLo ti.}A L t �7996 PROJ. N0. FT140062 DWG. N0. 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I,",_ :,_,:-,;`1'd ',�, 1�1 I , �� I �� ,�, � ", i ._ .. I , I I , ;,,� / I I I I,� �:...J 1 OH2 I I- 1,, , " , " . I . � . I ,11�11,'h,11 �!`� �j . 4 . I ��,�?',,,',,,� ,�',"" �,'' ,�� , ,N,X,A,,,,,,,,,, "j � � ��j I .,j rn ii I� ...J-��.. � Jl�,,��,,,,� �,,,� ��,��I_ 1, ,� , ,,, A, , ! � � 11 I I . � 1. I � -11 I " 11 � ,� , � - . . A"! ,,,�,,,,,�`,,,,,� 1_1_1 . . 4�- �� I ,�r�,,`, ,,��`�`,"',,,, ,� � ____111 �';�:j "-,<, �, . " , � -� � � " '��A`11'� "? ��'�,� "I, � I I , '. ` � - 111 �'I' , ..-. �,�, � �I��"'111" "I","'11 1-1 , "� ," : , I � � . 0 m: , 7 , ' ,11"111 I I .,-:-','.��". 1 : -� ,��:.:�� ''I 11 " �,,' � - 1-111` "I'll 11`r,1�11111�i'11111 11 " NOTES . � 1, , I ":,", I �� , I ,�a, �1,,',1,',',1, , �,'�',,�,,,� " , , , , , I I 111111�',cip �", �, , ," . 1::,� I I , I '-,"n �� , � . I I A '',�, - - '' , 1. HANDICAPPED SIGN WILL BE OF A D.O.T. (BLUE)COLOR . I�' :, � I " ,,_,�,, ,,'�-� � , , " ,.,1.I . I ''I I ,", z , ,� � �I , - - 14T I— , �_, 11 , � - PAVEMENT BORDER LINES(ONE ON EACH SIDE)OF THE I I .... ":., I , "I, " I . " I '_ 11 �_,�,�" I ,-""- I I I I I i�:';-'.,.�11 I I ...'. i I I I-, I - HANDICAPPED SPACE WILL BE OF A BLUE COLOR OF A I I I I 1.`.��_'...,.I I �'�'�... 11 "I . 11 I ,,,.:.1 '. " I - - ' QUALITY EQUIVALENT TO SUPER STRIPE TRAFFIC PAINT I _I § I 11 _76TRUCTURE PLACEMENT I I .� fl I I ,.:'' .� 13-i SOLD BY FOX VALLEY SYSTEMS INC. OF CARY ILLINOIS, 1, 11 11-:.`-:,:..'I,'. [ / PHONE 1-800-323-4770 SHALL BE STRIPED ON THE �":,--::l1 � _� , - 1,-1,,5?-- lb � PER APPROVED SITE PLAN WEARING SURFACE OF EACH SPACE DESIGNED FOR I ��',��I.,.'.- � IS NOT VERIFIED BY ANY ",,.-:1I %/ ,:.:: ..: ; r � 0 _ �I J�� ..,l. U I . 1 I - l". � 1111111%,11111''', 111%. i < I I , I' '�d I STANDARD COUNTY INSPECTION THE HANDICAPPED SPACE. I ,�,y� / ,!. ..� I I , �� . _/ L1.3.2' ------_1_.____- , I I 1,1.'�..� LN ,.�..&..I �i 11 4N �- I " ,�:`� dif \ m"I � 7' ACCESSIBLE PARKING SIGN DETAIL I I :.�� : I \ �., 5 ....... � 1�1 . � I \ / I I 1'1':.,.'::�.,] .a' NOT TO SCALE . \ . �. �� - 4 :,:11,`_ ,\ 7.9 \\ W I \ z I ta, / I I - I It, . , i ,''..:".� .. 1. � ",, " ",- I �1. '�'", :.I --__� -___ " a , 1" i- � I --1 1-'-,_:,,,-- ---- . I... I --""""""""""""`�) I � � I I I I I"' I / I 1i 111��":.`:-]" __ .�. .:l I _�_'� / 0. . . ._i I I .1 -- 300.1 1'(F) I I I I ,- I "I, " I ,� -_-- - I I I 1�-::�-""",... , I 300.00'(D) '� , ""': �-'I - � - �11 _ .. 1 13� (BEARING BASIS) � � � , � � � , , I .._\:, I � pp 11 . I , . - �k,�,) I I I' I -11, 410 I I :,�.^" [/ .:,..:�,-,:1 "I' S88'17'50"W(F)(D) . ACCESSIBLE TRUNCATED DOMES II ..�,�.I.� - / '.�;.-� ..I C] PARKING SIGN (SEE DETAIL SHEET C-7) , . 1 :�141�� 1��,��: -.�I,.1%�,.'\ - � ,I 0 _,-` ______ SIDEWALK(SEE DETAIL) - (SEE DETAIL) I I ,,� I �, . -,- __N I 11 I I I I 11 ��` 11 CAiM') READER ,,�� / - I..- ,,,j ------ ... I-.- - """ s'._"".? - - - - - - - -__ - __ ___ _ - __ ____ - __"-,--,- lk�1'11 ...� . �_ 0 i � i ,�', �1� -:�.; . .1 � :�, I 1,-,:::-,--._ ,I . 1�I .._,��..:.�.�., - __ - - - - - Rr 11 I I . . . � " ��', .... �� 11 '. � - � 11 14 '' �, I I I . , I 11 v I I I , , :1, % . . _". q . I - .1 . � � . . . I t- I � . . - - - - - __ ___ __ __ - , � , � 1p . I � I .. , . v , .. " � I . � I 1. , , , � . � . . ,9 .. " , __ I , V, -- - - '_.,','� -� , �, , � - �,- I,�, � , I I � �, I , . . I I . . .... \1 I ,.�� . � ��, 0 , . I I � .". I I � . � , I I-, , ""'."", CITY OFA TLANTIC BEA CL .,,� I ,� -,. � � , � : � . . . I I , ,,,, -, , , �, . � I . ,I,q �5 f'�',`::`,�'�'." I / _ 'I �� I _- ., _. 0 � ,---,' ". " 11 ,I " I I .0 . . � . I I � . � I,- / , , . �, �. I � . t, .� _ .,�.. . � .4 � , ;21 !I, , - I I . : 5 " - - ` q " ...... I 1,:,I'.1 4 'J-- , 11 RE#169398 0070 -,,- �I . I *",� *," � W." , �-2i-'�-,��'�.�.�",'**.-*.--".,-�,�"-...-'.I I , I .. ,,,,ff , .1 .. , , ��-*----�-.,..O.,I-.- 1. -Hi�1-5--.-.-.-.-. v ' '. :,-.....':-.t-,'� I -_ -_ .- -_ - ...I I � I -, - I � V� I`_',, ." ., 10 - ," - - - _ r- - - - IE � . " I . IN. I 1111-..l..-. - / ��` I :�,,t,�:`%',' - - - - - -_ - -_ - - "'l-I I;, � 11: 10-1111 I III I . Mv,l - I ,�.".,'.'.`-,"�.'� � � I Ir - ., .'.11�, 11K �,�, t� �.1111 .1- - - - - - \ ,C ,., 1;:.,� _:",,':.:.�� , .`..':,,'.*,'- I - - - - __ - _,"', I I— . `..I III 1:.:_;:.��: -, "", "' "' + \ NON ADA PARKING SPACE- ... '.. - : "I \ , �,,,, . -, - -i ____ 1i 11 I / . :�-, �!� I -.., ," � "I'll I', .:,�`� , ,�,,, I I,.1 .,�',,, _� . __ __ �t 0'�, � SEE PLANS FOR SIZE__ � . '. ""�:,"',...f � 11 �_.11 I� � 0,8 I -1 - N �.x / ,� - - , � � . 1) X .�� li;<.�,�Ii ,�',,�,;,, I .��,,,� I I ":. �v� N !, � � I . ,,,,,-"L: -:A ;:.�� _ �] .�14 I---,-- -,---- _,___]� I IN X I �\ 1.'i1',`:'�,"'::'1"I Ill ,�-T .." �.. " I 0 01 0 1 � I 11. I 1. .� � , .. C' I ____ __j 250.00'(P) �6 1 � I . , , I . 9 , 't 6. " I I I i�11,:S:.:�..'�. 0- "c . . X -_ ,:�':., I �_,,-- ,,11 :� N c�e -_ X -_ - X - X - 9' ,111 12'MIN. , � - ""', , I i�:�','6.��'-'� Ill p -1 I N88*36'45"E(P) 249.85'(F) - - X 5,00 Z. �:�" , � , , ,: --------_.__� _ - \ . It I - "" __t 88'19'38"W(F) __7 1: �-,-/ "" I 1 ,4. 1 S 1001, �. ./.I I I........, � 1. -___-___-__� '. , , I . z",:,� .........k 1 I f: -- � I . . I ",,"/.,,,'.�f...1, I 11 ...,..-11 - - - PAVEMENT LOGO PER FDOT INDEX- . "� I 0 1 , ..,- ,,'.11.1, ,"I C" .,�, I .'_"" - - - I NO. 17346.SIZE 3 OR 5 FEET IN . --- .I. .- -:I Ill �I .�:��`., N. LINE OF FAIRWAY "ALLAS HEIGHT AND WHITE IN COLOR ".`,_�,1'.- k `.' . , ''..'�'�-. I I Ill ', .:, � . PLAT BOOK 39, P I I __�k ,'. 6.00'(FDOT� I '*' _ _ 71 & .".: . - " \ I BLUE �,�-` ��I Ill I \\ III �_-'::,:,.,.,;j \ I � \ i T M .�,1.�.1 I 11 I � , �, I � I I ... .- ... I I ..-�,..--.,:, LOT 51 1 1 ` " 11 .. , I WHITE - - :�':. L-1 11 I 1.'�el` .�. , I ..�,-� _16"__j 6"I . I 1, I Ill ,�., :�I I LOT 50 1 1 1 11 ` 11 � I I I , V) . LOT 52 FAIR WAY VILLAS 2'J ACCESSIBLE PARKING SPACES AND \-WHITE PER FDOT I I I 11 I I ACCESS AISLES SHALL BE LEVEL WITH INDEX NO. 17346 1 11 q \ PLA T BOOK 39,PA GES 22-22A I I \ I SURFACE SLOPES NOT EXCEEDING BLUE STRIPES PER(4.6.4) 1 1 11 I I Ut ; 1 1:50(2%)IN ALL DIRECTIONS(4.6.3) 1 , I I I I AND/OR[316.1955)(4xa) , I I i�n I I 1, 11 I "3z I � . I I 11 I . - ; \ I LEGEND � ADA PARKING SPACE DETAIL 1 (4.6.3) FLORIDA ACCESSIBILITY . � . NOT TO SCALE ;1,1 [316.19551 FLORIDA STATUES I ;"e � //� : I �41 "^1 � . . - 111. �> - . . Ill Ill///// 110 f I . I A "____'� \\\\\1\ AS R // - 11r,!! .... ...... � ,"' � �,,,,,,', I" 1 OR\, 01 m �% ... so, //, �4 ,� � ,,h,q & � , k "�,j � � , N � I ff k .. C, - �� -, , I a k - �.J, k , I ------- 0c &,�, I a I k ft , \ 11 Iff -A 00&&A0 Nayx , f% - 11 . . � �z \, . , 111117 INA 11 . _ I j Z - � - . 111 I I , k\.\J 11\7 I �z I A Ac " 101.1111 I . , 'r .. ..."_ - E_ N G � N E E R I N 0 01 H cl, U p 'I-----,- - . -.IV, - **1 :: . . - I �_ : - - . : * I A5 02-26-15 - FDOT ACCESS . !>-D-TRE - � * '. 4950 W. KENNEDY BLVD, SUITE 600 - 11-21-14 HR ___ - ,::.", ". .. --- -_� ATLANTIC BEACH, FL - I �& >-D-T E __- -�. �� -.-'�.:� . ._ 10(.. M." r. " � TAMPA, FLORIDA 33609 ,0� -�__r ^_ � Phone: (813)379-4100 REV. DATE DRN,,--'- DESCRIPTION -, <�\ ... p .. � "I ,,�'CHK " :��/_11 PAVEMENT MARKING AND SIGNAGE PLAN I - , I i �� I 1, I " , I N lmili�� ", 111 � " I I , I I j A �m� W 11 1i '. I I I :.�..].. ,,, . I\�\\\ ��I 11 ,� I- , 11 . T , I - I - , , � I - I I - ill 11 T�i�'�-':""�,'�,�'1111 bg 7�M��_ ) _____�) rFFF I Fax: (813)379-4040 DAk�ft,'R'O�TA -*C,04,�11 _'� j ThomasEngineeringGroup.com 5 N F , F K ,,. ./ ' � 17 DOCUMENT CONTROL FLORI6Ay . I 4��,,,,�N,�'27528 I PROJ. NO. FT140062 I I FLORIDA BUSINEWmF I jPj0h.No. I DWG. NO. C-1 1.0 . � - I __ -1 - _ I __,____, ------. ---. - __ , � - _,__________ - - . ___.___- � � , ' ' ------ _ _ ___ __ _ __ _ ____ � - _ , __ __________, -, , _ - _ -, __ � ____ __ ___ - Median - Median - _ Lh (� ■ . . . . . . . . . . . Table II -- - - Work Area ^` Taper Length - Shoulder A B Taper LengthI _ See Table !I /3L {ft.) Speed Offset zone: Notes a. Behind an existing barrier, (mph) 8' 10' 12` z b. More than 2' behind the curb, ROAD ' I Device 5 acro Ta er Device S acing-Tan ent 500' END Shldr. Shldr. Shldr. Wor,r Area c. 15' or more from the edge of travel way. WORK See Table I See Table I ROAD WORK 25 28 35 42 / AHEAD SPEEDINGFINES30 40 50 60 W52 NES / WHEN WORKERS ..._..... _._.__....._....-__....____.__...__.......-. _ ..._..____......_ . _ L= - PRESENT Table I 35 55 68 82 60 �._ _ Device S acro 40 72 90 107 --�_ .g._.._.-___._._...__ 45 120 150 180 Max. Distance Between Devices (ft.) Speed Cones or i Type 1 or Type 11 50 133 167 200 Barricades or Vertical 55 147 183 220 DISTANCE BETWEEN SIGNS (mph) Tubular Markers L=INS -- - - : Panels or Drums 5 60 160 200 240 Spacing p y (ft.) Taper j Tangent j Taper Tangent A I 8 65 173 217 260 25 25 50 25 50 40 mph or less 200 I 200 -- 70 187 233 280 45 mph 350 350 30 to 45 25 50 30 50 GENERAL NOTES 50 mph or greater 500 500 50 to 70 25 I 50 I 50 100 II' ninirnurn shoulder width. ti ? "500' beyond the ROAD WORK .AHEAD sign 01- /3L =Length of shoulder taper in feet 1. If the work operation (excluding establishing and terminating the work area), midway between signs whichever is less. requires that two or more work vehicles cross the offset zone in any one hour, 9 U✓ = Width of total shoulder in feet otraffic control will be in accordance with Index No. 612. (combined paved and unpaved width) GENERAL NOTES DURATION NOTES 2. No special signing is required. 1. If the work operation encroaches ori the through traffic lanes or when four or 1. Signs and channelizing devices may be omitted if all of the S = Posted speed limit (mph) more work vehicles enter the through traffic lanes in a one hour period following conditions are met: 3. This index also applies when work is being performed on a multilane undivided SYMBOLS (excluding establishing and terminating the work area), a flagger shall be a. Work operations are 60 rrrinutes or less. highway. ® provided and a FLAGGER sign shall be substituted for the WORKERS sign. The b. Vehicles in the work area have high-intensity, rotating, Work Area R flagger shall be positioned at the point of vehicle entry or departure from the flashing, oscillating, or strobe lights operating. 4. This index also applies to work performed in the median behind an existing w Sign With 18" X 18" (Min.) work area. barrier or more than 15' from the edge of travel way, both roadways. Work Or Flag And Type B Light performed in the median behind curb and gutter shalt be in accordance with 2. This TCZ plan also applies to work performed in the median more than 2' but index No. 612. ■ Chonnelizing Device (See Index No. 600) less than 15' from the edge of travelway. 5. When a side road intersects the highway within the work area, additional traffic 3. When work is being performed on a multilane undivided roadway the signs SYMBOLS control devices shall be placed it) accordance with other applicable TCZ Indexes. Work Zone Sign normally mounted in the median (as shown) shall be omitted. CONDITIONS. ® Work Area 2 6. When construction activities encroach on a sidewalk, refer to Index No. 660. �� Lane identification t Direction of Traffic CONDITIONS - 4. WORKERS signs to be removed or fully covered when no work is being performed. Lane Identification + Direction of Traffic WHERE ANY VEHICLE, EQUIPMENT, 7. For general TCZ requirements and additional information, refer to index No. 600. sign 5. SHOULDER WORK sic r may be used as an alternate to the WORKER symbol sign. WORKERS OR THEIR ACTIVITIES W ERE ANY VEHICLE, EQUIPMENT, ✓ g ENCROACH THE AREA CLOSER THAN y W RKERS AND THEiR ACTIVITIES 15' BUT NOT CLOSER THAN 2' TO ARE BEHIND AN EXISTING BARRIER, 6, When a side road intersects the highway within the TTC zone, additional TTC 6; THE EDGE OF TRAVEL WAY. MORE THAN 2' BEHIND THE CURB, devices shall be placed in accordance with other applicable TCZ Indexes. OR 15' OR MORE FROM THE EDGE OF TRAVEL WAY. 7. For general TCZ requirements and additional information, refer to index No. 600. M O N N N LAST DESCRIPTION: FOOT 2014 INDEX SHEET LAST o DESCRIPTION: FOOT ZOI4 INDEX SHEET REVISION = MULTILANE LTIIJL,A�l�]C+ W OlE�ll� OUTSIDE S JH[O>�TL DE R NO. NO. REVISION � _ �'1IU L7I'H LANE, WORK ON SHOULDER No, No. 07/01/05 - DESIGN STANDARDS 611 1 Of 1 07/01/07 = DESIGN STANDARDS 612 1 of 1 Temporary Crosswalk Marking Table iI ,� �R 4 Buf er Space and Taper Length ! " �a3. H cR _._..._._._..___..__.. Buffer Taper Length CR �� CR 03SOID N1VM303 - Median- (12' Lateral Speed S ` p Space Transition) (mph) AI MSSUD a3HssoaD Dist. L Notes -� v OVJHV NbI�1S3a3d c _ 03SOlONlVM3aiS -(-CR) / �VNUIiVM White Reflectorizeci Pavement Markings �� (ft.) (ft.) (Merge) I� NVIalS303d ! I ■ ■ M 0 a 71 1 25__155 125 PEDESTRIAN IX Work Area' 30 200 1 180 W51 CROSSWALK (optional) a3SOI0 U 03 ■ / v�_ I LY 35 ---4 305 � X20 Z45 L 60 SIDEWALK CLOSED I AIVfM-jQIS v ro A B C Taper Length=L Buffer' Space 500' AHEAD L ! c ROAD See Table 11 See Table II END I ROSERE ROAD WORK 41 X60 54C) SIDEWALK CL�ID D �� o WORK 5) 425 600 t Device Spacing-Taper Device Spacing-Tangent 100' Sd9660 USE OTHER \ SIDEWALK CLOSE \ SIDEWALK JRIGHT LANE See Table r See Table ICLOSED CLOSED ') 7 7- CROSS HE C'R CP, r, 6 5 0 20 RE - i , CR PEDESTRIAN FINES 6 r 6'i5 780 -- ._....._...._._............_._............_.__.._.._� a___.... ...... �`, 1 ----------- SPEEDING --_--- ------ .. _. ■ o DOUBLED �� __.. ............. ................... __ _._.__........... _.... I o v ■ SIDEWALK CLOSED Qy CR WALKWAY 7) 730 s4o N;� __....__.._... WHEN WORKERS Table 1 AHEAHEA'D� --1 - - �5 Temporary Crosswalk fdar.king �� I f ROSS SHERE PRESENT Device Spacing When. Buffer Space cannot be attained CR c3--�- Max. Distance Between Devices (ft.) dire t r geometric conch tints, the Type i or Type 11 greatest attainable length shall be used, SIDEWALK CLOSED Speed Cones or out not less than 200 ft CR \- CR CR CR (�■■�� j - CR (mph) Barricades or Vertical Tubular Markers Panels or Drums USE OTHER SIDE I\ DISTANCE BETWEEN SIGNS GENERAL NOTES Taper ITangent Taper Tangent For lateral transitions other than 12', use • ��, PEDESTRIAN VJher Spacing (ft.) 1. Work operations shall be confined to one traffic lane, leaving the adjacent lane open to traffic. 25 25 50 25 50 r CROSSWALK Speed ___.__-_-.._._._._._._...___...._.---._.._._.._..-----._.._._......_._.__.._._._._._._.._..........._.... A g C 30 to 45 25 50 30 50 L = L=ngth of taper in feet 40 mph or less _ 200 200 200 2. On undivided highways the median signs as shown are to be omitted. 50 to 70 25 50 50 100 W = Width of lateral transition in feet 45 mph 350 350 35U S = acted speed lirrrit' (mph) � I Q PEDESTRIAN Q I f� MID-BLOCK SIDEWALK MID-BLOCK SIDEWALK CLOSURE 50 mph 500 500 500 3. When work is performed in the median lane on divided highways, the channelizing device plan, is inverted ® CROSSWALK V U CLOSURE WITH TEMPORARY WALKWAY -155 mph or greater 2640 1640 1000 and left lane closed and lane ends signs substituted for the right lane closed and lane end signs. s The ROAD WORK 1 MILE sign may be used The same applies to undivided highways with the following exceptions: DURATION NOTES u CORNER SIDEWALK CLOSURE as an alternate to the ROAD WORK AHEAD a. Work shall be confined within one median lane. 1. Temporary white edyeline may be omitted for work o,terations less than 3 WITH TEMPORARY CROSSWALKS sign and the RIGHT LANE CLOSED % MILE b. Additional barricades, cones, or drums shall be placed along the centerline abutting the work area and consecutive calarndar days- GENERAL NOTES Sign may be used as an alternate to the across the trailing end of the work area. 2. For work operations up to approximately 15 rrrinutes, signs, channelizing devices, o g RIGHT LANE CLOSED AHEAD Sign. y 1. Only the signs controlling pedestrian flows are shown. Other 7. When construction activities involve sidewalks on both sides of the street, When work on undivided highways occurs across the centerline so as to encroach on both median lanes, arrow board, and buffer space may be omitted if all of tine following conditions work zone signs will be needed to control traffic vn the streets. efforts should be made to stage the construction so that both sidewalks are not z * 500' or beyond the ROAD WORK AHEAD sign the inverted plan is applied to the approach of both roadways. are met: y g .Speed limit is 45 mph less. out of service at the same time. a. midway between signs whichever is less. 2. For, spacing of traffic control devices and general TCZ 4. Signs and traffic control devices are to be modified in accordance with INTERMITTENT WORK STOPPAGE b. No sight obstructions to vehicles approaching the wvr'k area for a distance ace equal to the buffer s and the taper length combined. requirements refer to Index No. 600. Maximum spacing between 8. In the event that sidewalks on both sides of the street are closed, pedestrians details (sheet 2 of 2) when no work is being performed and the highway is open to traffic. e q p g barricades, vertical panels, drums or tubular markers shall not shall be guided around the construction zone. c. Volume and complexity of the roadway has been c.nsidered. 5. The two channelizing devices directly in front of the work area may be omitted provided vehicles in the d. The closed lane is occupied by a class 5 or larger, medium duty truck(5) with y be greater than 25'. CONDITIONS rotating, flashing oscillating, or strobe lights operating. a minimum gross weight vehicle rating (GWVR) of 16,001 Ib with high-intensity; 9. Temporary walkways shall be a rninirnurn of 4' wide with a maxinurrr, 0.02 cross work area have high-intensity g, g, g p y 3. Street lighting should be considered. slope and a maximum 0.05 running slope between, ramps. Temporary walkways WHERE ANY VEHICLE, EQUIPMENT rotating, flashing, oscillating, or strobe lights mounted above the cab height WORKERS OR THEIR ACTIVITIES less than 5' in width shall provide for a 5' x 5' passing space at intervals not 6. When paved shoulders having a width of 8 ft. or more are closed, channelizing devices shall be used to and operating. 4. For nighttime closures use Type A flashing warning lights on to exceed 200`. Temporary ramps shall meet the requirements for curb rams ENCROACH ON THE SIDEWALK FOR A SYMBOLS J ype g g J p y p q p close the shoulder in advance of the merging taper to direct vehicular traffic to remain within the travel barricades supporting signs and closing sidewalks. Use Type C specified in Index No. .304. Temporary walkway surfaces and ramps shall be PERIOD OF MORE THAN 50 MINUTES. ® Work Area way.r. See Index No. 612 for shoulder taper formulas. 3. For work operations up to 60 minutes, arrow board ond buffer SYMBOLS steady-burn tights on channelizing devices separating the work stable, firm, slip resistant, and kept free of any obstructions and hazards such space may be omitted if conditions a, ti, and c in DURATION NOTE 2 are met, and vehicles in the work area have hr' h-int nsit 6 area from vehicular traffic. as holes, debris, mud, construction equipment, stored materials, etc. q� Sign With 18"x 18"(Min.) 7. When a side road intersects the highway within. the TTC zone, additional TTC devices shall be placed in 9 }'• ® Work Area < > accordance with other applicable TCZ Indexes. rotating, flashing, oscillating, or strobe lights operat'ng. vvV// Orange Flag And Type B Light ■ Channeliziny Device (See Index No. 600) 5. Pedestrian traffic signal display controlling closed crosswalks 10. Temporary ramps and temporary crvssvvalk markings shall be removed with ■ Channeliziny Device (See Index No. 600) S. This TCZ plan does not apply when work is being performed in the middle lanes) of a six or more lane y shall be covered or deactivated. reopening of the sidewalk, unless otherwise noted in the plans. All work and CONDITIONS rG Work Zone Siyn materials associated with constructing temporary curb ramps and temporary highway. See Index No. 614. 6. Post Mounted Signs located near or adjacent to a sidewalk shall crosswalk markings, removal and disposal of temporary curb ramps and Work Zone Sign CR Regained Locations For Either Temporary have a 7' minhrruna clearance from the bottom of sign to the temporary crosswalk markings, and restoration to original condition shall be M 9. For general TCZ requirements and additional information,, refer to Index No, 600. WHERE ANY VEHICLE, EQUIPMENT, Or Permanent Curb Rannps. g p y ) Ahh !� Advance Warning Arrow Board WORKERS OR THEIR ACTIVITIES sidewalk. paid for as Maintenance of Traffic, Lump Sum, ENCROACH ON THE LANE ADJACENT �J Lane identification -F Direction of Traffic n TO EITHER SHOULDER AND THE IT. A pedestrian longitudinal channelizing device shall be placed across the full N r' ■--i Pedestrian, Longitudinal Channeliziny Device width of the closed sidewalk. AREA 2' OUTSIDE THE EDGE OF `v DESCRIPTION: TRAVEL WAY. Z,Z INDEX SHEET LAST DESCRIPTION: INDEX SHEET LAST o FOOT 2014 M��[ TILANE WORK �rI�°gHIN ']j°] AVE L W� NO. NO. REVISION ° FOOT 2014 NO. NO. REVISION PEDESTRIAN CONTROL FOR CLOSURE O'F SIDEWALKS 07/01/09 � DESIGN STANDARDS MEDIAN WIE� OUTSIDE ILA�l�IE 613 1 of 2 07/01/13 � ��_: DESIGN STANDARDS 660 1 Of 1 v\%14H1N= pov i, �k /00 &ALW YMNIF E IN` (3 3 S E E ii , ail' .5, R C) U P °'j c� W ... No. 77996 - 4950 W. KENNEDY BLVD, SUITE 600 HR w. ="'- ATLANTIC BEACH, FL 11 21 14 TAMPA FLORIDA 33609 DTE t. r w Phone: (813) 379-4100 REV. DATE DR CHK DESCRIPTION Fax: (813) 379-4040 DA . NW .; I , ; TRAFFIC CONTROL PLAN z2� et 21", ThomasEngineeringGroup.com DOCUMENT CONTROL FLoi � � 799s PROJ. N0. FT140062 DWG. N0. C-12.0 FLORIDA BUSIN SS G1�RT.tb `AUTH.No.27528 F 'I OF WATER EDGE 9/8/2014 EX. 12" NEIGHBORING ALL LANDSCAPED AREAS TO BE FULLY COVERED BY EX. 18+19 OAK BUILDING >.. °° OAK EX. 15" �/ F.F. EL.. 11.1' �� AUTOMATIC IRRIGATION SYSTEM AS PER CITY CODES AND EX. REQUIREMENTS. SEE SEPARATE IRRIGATION PLANS FOR _ BA OF EX. 11' PINE O ____.. ._._- EX. 18 BA'aK EX. 19" __--- )I 15' RIGHT-OF-WA OAK — i IOAK OAK— EASEMENT --- ( I � PER OFF IAL 1FECORDS BOOK 5810, GE 2FURTHER ' ...,. INFORMATION. EX. 5" 300.00(D) 299.88'(F)88'17' 0"E( TREE C N88'19 � --- « « « « } } } « SOD-1EX. OAK it M � '0 — - 20 10 5 0 20 — A I .f NOTE: PLEASE REFER TO SHEET L-2.0 FOR 2 _ - OD G.Go'(FDOT3 so OD LANDSCAPE NOTES AND PLANTING DETAILS. 1 it I ": I ) ! i I I II IX I a x 20' � Vt I'I E ( VIB f r '�..—. � � �7-3•�-%�� .� �''� ' tiµi E I 1 s I a a ' r , , 24m HD- PEELP QV � E?PROXIATELOC OE(91 sq.ft.) I QV RIACf PLANT SCHEDULE SUUP�PORT PFS� IlSTORM SEW %r INDICATES fRECORDSB001�644I 1y P D 3 5 PSE OFFICAL I LT AXERIC REMARKS L �I__.__ ,--- --�- 1 1 � �. �� w W R I « AR 12 Red Maple Acer rubrum B & B 4"Cal 14-16' ht. 5-6' Yes Medium - ) ) 4 35' wnTFR AND,sEwER' I RHI �• f r ;s It IC 7 Dahoon Holl Ilex cassine B & B 2.5"Cal 10-12' Ht 5' Yes High 4' CT Y 9 MENT PER FFICIAL . R CORD BOO( 599. PAGE 714 ? 24 IC f j q j t" i a " I I 1 i �`{ ! I « LT 4 Crape Myrtle Coral Pink Lagerstroemia x 'Tuscarora B & B 2.5 Cal 10-12' Ht 4-5' No High Single Trunk 1 If id ILX , � � �; s� � ,�; � ��; � �, ; , �, �, � « MG 4 Southern Magnolia Magnolia grandiflora B & B 3"Cal 14-16' ht. 6-7' Yes High 3' c.t. � tl .t :4 �'�, t1 I, ,t �, 1; ,6 >f 1, t � QV 15 Southern Live Oak Quercus virginiana B & B 3"Cal 14-16' ht. 5-6' Yes High 4' CT tA 11'I ,t ` ' I UA 4 Winged Elm Ulmus alata B & B 3"Cal 14-16' ht. 5-6' Yes High 1 \ o o � �.; - (, s, � 1EX. 16 ?� I / �s � I (276 sq.ft.) O D O D MG OI PALM TREESQTY COMMONNAME BOTANICAL NAME SPECIFICATIONS DBH HEIGHSPREAD NATIVE XERIC REMARKS SP 10 Cabbage Palmetto Sabal palmetto B & B 16-20' Cal 10' Yes High 6-10' staggered clear trun ITi o I , . VIA E9 !it IJ ,I i, 'v I } . I I 1 (15o sq.ft.)- SHRUBS QTY COMMON NAME BOTANICAL NAME SPECIFICATIONS SPACING HEIGHT SPREAD NATIVE XERIC REMARKS .Qd, rn o I , I) st . t! f SCID y 1 3 UA P stl I ,. S f 1 ,i t d f S 4 J i II � `� ;,; ' 1 �C1 } `��'•� ?� � �? [� I I 1 POD � e � 7 �Z ,� �, �'' +� � �r ;rI�st �� I C ELP 85 Silver Eleagnus Elaeagnus pungens 3 gal 24' 24" 18 Yes High Full to base I 1 ��'.,��'��:..� f . •:•k � ? I� I TI � � II 1 t ii ,l li s � (U � 2 In r r ( .�� 5 IGL 3 kbe ry Ilex Blab a NA 24 24" 18" Yes High Full to base 1 � o z , I f JUN 88 „U, a 2 ' ' POD 10 Shrubby Yew Podocam rpus acrophm yllus aki 15 gal As Shown 5-6' Ht 30" No Medium Full to base HYL a 3 sl {) I It .6 I" t 9 ( ( ', � ® J iVIA 4 3 Evergreen Sweet Viburnum Viburnum awabuki 15 gal As Shown 4-5' Ht 2- No High s 4 1 ) _ ) ( '':I� € I ��• `. "1 (46 sq.ft,) �f ELP k II it tl 1 ,t `" I VIB 427 Sandankwa Viburnum Viburnum sus ensum NA 24" 24" 24 No High Full to base 1 s 109 ., � , j p 9 II A Jill I :,�•'�.` I s io�,:�:'=1)� II� 1 (. I,( {3. A �u _ (131 sq.ft.)— EASTERLY R W LINE (1 OF MAYPORT ROAD � � i f I (1. SHRUB AREAS QTY COMMON NAME BOTANICAL NAME SPECIFICATIONS SPACING HEIGHT SPREAD NATIVE XERIC REMARKS ff I D a (ST/�TE ROAD Al A) I) I '.....;:...I,, � € , , ; I I :. :11 / I ELP ; ..,. } ' I - HYL 118 Spider Lily Hymenocallis latifolia n/a 24" 18' 18' Yes High FUII to base PER DEEP & FDOT MAP } e ,° E 111111 SECTION 72230 1 k E 44 �-` ,e. J (f, '� __ (....__. (9,973 SF) —� { " s ,� t s�„,t ,,6, I j� MUH 109 Pink Muhly Grass Muhlenbergia capillaris n/a 18 14-16" 14-16" Yes High Full to base I ' ' ( " µ RHI 93 Indian Hawthorn Rhaphiolepis indica n/a 24" 18" 18" No Medium ( FO SITE AREA = ±1 .86 AC PRO TRASH ENCLOSURE ) 1 I « i 1 S SH ETT-4 R DETAILS) a N RIE 97 Indica Azalea Rhododendron indicum 'Ele ans' n/a 24" 16-18" 16-18" No Low FFE = 15.50 � I CITY OF _ r f i ;1 I ATLANTIC BE,, ' ,. �. m, z t � 6 - �1= 1 _ I � 1. SO I� ? HYL gAH t - 3ct.) s GROUND COVERS QTY COMMON NAME BOTANICAL NAME SPECIFICATIONS SPACING HEIGHT SPREAD NATIVE XERIC REMARKS s' I, s I 1 ° rtr"s 33 a Eu (itl ;t, iG: .J, iJ ' , RE#169398 OG 1 INLET 1 ,186 f ,_„ 1 I i I. ,.•: C 1 T Ss % o , �. .t 1 1 ,o, !6 iu. f ILX 146 Dwarf Schillings Holly Ilex vomitoria 'Schillings Dwarf' n/a 18 14-16 14-16 Yes High 3 ,v 's I INLET ,,..: ° i TOP EI_: 14.30" d ii zIf rOP EL.'s'' 1 .31° ) I i TIROAT EL,: 13,60' ! I ;; :;; II 1 POD oo ', s , I. „ ;,,., ii ti It (4, i 'J -i I �J, f ,� r l'f JUN 123 Shore Juniper Juni erus conferta n/a 18" 12" 12" No High N. ,Ie10 iNV. EL 5.12' ii Tf1ROAT EL.; 13,45'1 r'r 1i ! RHI 5 (tt s it 1u ,,t Iv iG ! p p 9 s W. Ij� , sNAC.ESSIBLE } t INV. E_ 9,76' i ' 1 r'. ..:„ I ''.'S••�' (232 sq.ft.)— r 1 li' 'i( , rt. ;( � It, I$ ) , I 41 ViA (150 sq.ft.)— m, (, tl T! � � ��'qfW(t :if SOD/SEED QTY COMMON NAME BOTANICAL NAME SPECIFICATIONS SPACING HEIGHT SPREAD NATIVE XERIC REMARKS JUN BAH 11,185 sf Bahia Grass Paspalum notatum 'Argentine' grass High 1 .:'... i I ,.;w i ( I •. , « � ; I 35 ° �, ° ° d a :. AR � 3(, (t ;d , i6 ill !t 9 W .'� f . I t, I } I 'I .::' I I I 8 n S D 2 i' it,, l, tif (i iV IIS# iui3 !t } € o 3 SOD t f{ SI I:,,,' `1 III1�` 1 ( eE;,. ..-.'I)3, I ffi OAK I.�� I%:: :11�,1 {..-�• E:,.4 �,' � i s 2 6EX. 20II CITY OF ATLANTIC BEACH, FLORIDA -LANDSCAPE CODE COMPLIANCE E CHART QV Uy oChapter 23; Article III; Div. 4, Sect. 23-30, and Chapter 24, Div. 8, Sects 24_176 & 24_177 ' (t` st � J ;l :t, ( ,� t T E OVERALL SITE DATA QV v d� �t I" ORD T T T 7 T T T E E E cn 5 „ `. ..: • I : (. I ILX E—�'"'E i !I C;:;. "•:.} E E _ TOTAL SITE AREA: 81,028 sq.ft. 1.86 Acres ) ,-. .. f� � � �-„•�� v � ) •, Vis•' � �1 i�� y 66 (362 Sq.ft.)- �� } 2 W W r; � ,1 i 16 iD REQUIRED LANDSCAPE AREA 10% 8,102.8 sq.ft. i / 1 TOTAL PROPOSED PERVIOUS AREA: 35,620 sq.ft. (43.96/o) i tY W s W ti W V4 I o P4 �Il,� ��' sY�,( �Id itl� �I�iq�,U 1 m, U i W, f f. I o 0 § 1 01 I I I I II ji, t ” 110. M ( ) � 50/o MIN SHADE TREES: 40/57 70/o PROVIDED I I { I I _ �Z' ( I W ` v r MIN TREE SIZE: 10' HT, 2" CAL. (19s'sq.ft.)- W W W W PALMS COUNTED 2:1 FOR TREES Z�= Zz i O q �m HYL 3 � - t - �, h fi , PALMS COUNTED 4:1 FOR SHADE TREES �J 1-4 i �, f, J ,. I PALMS 8' CT MINIMUM I '' •. O f i :I ,:,x 'ti( {� � i� f� �, (�', � � f r��'�� , MAN LT D Y � r » (" TOP I 4 REQUIRED PROVIDED 2 � <u I I / � � � TOP E : SOD s tI . '} „ t MINIMUM TREE REQUIREMENTS ELP ' II INV. EL.: 1.78' / SOD I _ COMMECIAL USES I I ; 21 j I s __. __..�._ - _- - _ . m .. § '` ,,- `- �" - (1)4 80 TREEi 00 OF PARCEL AREA 11 TREES 12 TREES •; C I i 1 � __ �� 4 PVC SE VICE '' "��`) ) C 11 i ':';•; ' n SOD (PER CITY A s) VUA INTERIOR LANDSCAPE REQUIREMENTS 1773 sq.ft.)— 2' WATER AND SE � H`< >,s `,.'' ...' I ( q PROPOSED VUA AREA: 9 I %ii s I II I �I• _— — — —" _ — 8"PVC SA RD BOOK 59 , PAG 14 — — — — — — — — — — — — — — — — 8' BACK o 111 33,336 sq.ft. - - - - _ - - - - - - « « } , } , } « « PEEVE LANDSCAPE AREA REQUIRED (10%): 3,222.6 sq.ft. - - - - - - - « � � LANDSCAPE AREA PROVIDED: 3,935 sq.ft. (11.8%) 300.11'(F) 0 25% OF LANDSCAPE AREA COVERED IN SHRUBS 875 SQ.FT. 1,685 SQ.FT. q3 a 300.00'(D) RING BASIS) ^�• 3 , . I ( 8'17 50'W(F)(D) TREES REQUIRED @ 1/4000sq.ft. 9 TREES 10 TREES (1)TREE/TERMINAL PARKING ISLAND 13 TREES 13 TREES UY WIRE CARD RLADER EB \� NDICATES POSSIBLE1 \ t I ,�:, ✓ UTILITY EASEMENTOAK _ — _ ' -� PERIMETER LANDSCAPE REQUIREMENTS (NIC DRIVEWAYS PUBLIC R/O/W SANITARY . 1.f. ( ) (19609 ) METER TREES 1 PER 50 Lf. 4 TREES 4 TREES CITY OFATLANTICBEACH @ e:N+. STRUCTURE PLACEMENT SANITARY - - (incl Existing)RE#169398 0070 EBX METER PER APPROVED SITE PLAN IS NOiVERIFIED BY ANY LANDSCAPE SCREEN (196.09 x 75%) 147.07 Lf, 150 I.f. EAST PROPERTY LINE (270 Lf.) STANDARD COUNTY INSPECTIC7N SHADE TREES 1 PER 50 I.f. 6 TREES 6 TREES I IAT- EY ' MAN HOLE WITH P:,' YdATER LINE VALVE ( ) 1' D a SOUTH PERT LINE 300 Lf. - - SHADE TREES @ 1 PER 50 Lf. 6 TREES 6 TREES ' TOP EL.: 12.72' 2 0.00'(P) x - ;t {incl 1 Existing) All N88'36'45"E(P) 2 9.85'(F) X ;� S88'19'38"W(F) NORTH PROPERTY LINE (300 I.f.) - 1 ''�'� •,� a 1 1 t� � _ __ _ _ SHADE TREES @ 1 PER 50 Lf. 6 TREES 6 TREES 1, }' I I I V i (incl 3 Existing) ( 50.00' FDOTl 111 � N. LINE OF FAIRWAY VILLAS I TOTALSI 57 TREES I 57 TREES PLAT BOOK 39, PAGES 22 AND 22A I 1 I I y LOT 51 I LOT 50 • �,RAT1W INLET { • INLET C I ` , LOT 52 FAIRWAY VILLAS TOP EL,: I4.IOs INLET o TOP EL,: 14,80' I — THROAT EL.: 13.91` TOP EL.: 14.65' I 1 I N INV. EL.: 12.10' PLAT BOOK 39,PAGES 22-22A I I INV. EL.: 10.:50' THROAT EL: 13.86` 1 Ui N. & S. INV. EL.: 5.40' 1 t I 1 5 E. & W. INV. INACCESSIBLE GO, NOTE: ALL ABOVE GROUND MECHANICAL ALL COMPACTED SOIL, ROAD ROCK AND EXCESS EQUIPMENT SUCH AS, BUT NOT LIMITED TO, DEBRIS SHALL BE REMOVED AND A 24" LAYER OF EXTERIOR UTILITY BOXES, METERS, AND SOIL FAVORABLE TO TREE AND SHRUB GROWTH "///�/�OOO/��a, ��" tib@��qF.. mm o ��,j ;qyo� v ; �:1mic , I DOCSLiaD� AND SUSTAINABILITY EXISTS OVER ALL PLANTING �� % � q � �� H �` TRANSFORMERS NOT CURRENTLY KNOWN OR ,_ - . AREAS. SOIL COMPOSITIO SHOULD CONTAIN ` `° ' " ` ° NIG DEPICTED SHALL BE VISUALLY SCREENED. BACK 2 12-30-14 MD ADDED TREE TO MAYPORT ROAD BUFFER 2-4% OR ORGANIC MATTE WITH REMOVAL OF 4950 W. KENNEDY BLVD, SUITE 600 MD MDG ATLANTIC BEACH FL - MAYPORT RD FLOW PREVENTERS SHALL BE PAINTED TO MATCH 11-17-14 , TAMPA, FLORIDA 33609 MDG I�ROFESS N�.�%�I�DS�P,E`,ARCI-!1.1'�CT WA THE PRINCIPAL STRUCTURE. ANY LARGE ROCKS OR DE RIS, LARGE THAN A Phone: (813)379-4100 REV. DATE DR CHK DESCRIPTION FLORi` ,c p 9,,°14 6b8�1 LANDSCAPE PLANTING PLAN LEMON. Fax: (813)379-4040 FLORIDA BUSIN S ;C T. F AuTk No.27528 ThomasEngineeringGroup.com DOCUMENT CONTROL PROJ. N0. FT140062 DWG. NO. L-1.0 DO NOT CUT LEADER 0 PRUNE DAMAGED OR DEAD %f wt) 0 �® O OOOPLAMTI LANDSCAPE ARCHITECT GENERAL NOTES _ MEDIATELY PRIOR (� TO PLANTING AS DIRECTED 00 0 0 0 -UNTIE FRONDS 1. PLANT MATERIAL: All plant material shall be Florida I or better as established by Grades and Standards 19. WATERING: All plant material shall be watered in at time of planting in accordance with standard nursery ® � (�W PROTECT TREE WITH BURLAP ETAL STRAPS SECURING for Nursery Plants" of the state of Florida, Department of Agriculture. practices. In addition, Contractor will continue watering of plant material until substantial completion and as WA 2x4"x12" WOOD BATTENS needed thereafter for a period of 2 months. IN 5 LAYERS BURLAP 2. All trees, shrubs and eroundcovers shall be of the sizes as specified in the Plant List. 1" WIDE MIN. NYLON STRAPING T E NAIL BRACES TO 20. All new plant material shall be guaranteed for 1 year from time of final acceptance of project. Any plant 0 AT EQUAL SPACING (3 PER TREE) 2X4" WOOD BATTENS 3. Quantities listed on the the Plant List are for estimating purposes. Contractor shall verify all quantities. material not in a healthy growing condition will be replaced by the Contractor at no additional cost to the V Mulch, topsoil, fertilizer, etc. shall be included in the unit cost of the plants. Owner within 10 days of notification. For all replacement plant material, the warranty period shall be extended 0 VV _ _1 2"x2' FLUORESCENT an additional 45 days beyond the original warranty period. All trees that lean or are blown over, caused by MULCH, 1" DEEP ON ROOT ZONE ORANGE MARKER 4. Where there is a discrepancy either in quantities, plant names, sizes or specifications between the plan or winds less than 75 mph, will be re-set and braced by the Contractor at no additional cost to the Owner. 0 0 plant list, the plan takes precedence. 3" BASIN FOR WATERING. 2x4" WOOD BRACE 21. The successful bidder shall furnish to the Owner a unit price breakdown for all materials. The Owner may, at *Ar EQUAL SPACING 5. All planting beds and water basins for trees shall be covered with a 3" minimum depth of shredded its discretion, add or delete from the materials utilizing the unit price breakdown submitted. MULCH, 3" DEEP (3 PER TREE) eucalyptus or florimulch grade 'B' or better. 22. No plant material will be accepted showing evidence of cable, chain marks, equipment scars, or otherwise 1/2"x2' FLUORESCENT eMULCH, 1" DEEP ON ROOT ZONE 6. The Planting Plan shall be installed in compliance with all existing codes and applicable deed restrictions. damaged. ORANGE MARKER 7. SOD: All areas not used for buildings, vehicular use areas, walks or planting beds shall be grassed. 23. Plant material will not be accepted when the ball of earth surrounding its roots has been cracked, broken 1/3 TRUNK 3 BASIN FOR WATERING. Grassing shall extend to any abutting street pavement edge and to the mean waterline of any abutting canal, or otherwise damaged. SET CROWN OF ROOT BALL 0'-2" MIN. lake or waterway. ABOVE SURROUNDING FINISH GRADE. MULCH, 3" DEEP 24. Root-prune all trees a minimum of (8) weeks prior to planting. E-µ UNTIE BURLAP FROM BASE OF TRUNK. 8, PLANTING SOIL: All trees and shrubs shall be planted with a minimum of 12" topsoil around and beneath the TRIM AS NECESSARY. S CROWN OF ROOT BALL 0'-2" rootball. Minimum topsoil shall be 6" for groundcover areas and 2" for sodded grass areas. 25. All landscaped areas will be irrigated by an underground, automatic, rust-free irrigation system providing A OVE SURROUNDING FINISH GRADE. 100% coverage and 100% spray overlap. The system shall be maintained in good working order and U TIE BURLAP FROM BASE OF TRUNK. 9. Planting soil to be a weed-free mixture of 50% sand, 40% muck, and l0% Canadian peat. All plant material designed to minimize water on impervious services and not overspray walkways. A rain sensor device shall be 2"x2"x2 STAKE. TOP TO BE , - 1 =~~~~` �~=r -== 3 -~- !---- - -E"- TIM AS NECESSARY. to receive planting soil as per details. installed to override the irrigation cycle of the system when adequate rainfall has occurred. I i i I 2 MIN BELOW FINISH GRADE I ,= W~ m_I ., � ""� I� 1 I_.�� =�I I=_";I I -=-, ="` - -� ; x4 x12 FOOT STAKE, FOR SOFT I0. Contractor is responsible for determining all utility locations and installing facilities so as to not conflict. 2io. All plant material planted within the eight distance triangle areas (see Ian) shall provide unobstructed BACKFILL WITH PLANTING SOIL. .. i ,__, _ I - S-1 p g y g p K' g g p II==1IIm ~. ---I OIL CONDITIONS SUCH AS SAND All damage to existing utilities or improvements caused by Contractor shall be repaired at no additional cross-visibility at a horizontal level between 30 inches and 8 feet above adjacent street grade. I _ j,;mw1I1;-`mIII`-�` 7=1 I "II _ URIED 3 FT. BELOW GRADE cost to the Owner. SET ROOTBALL ON UNDISTURBED SOIL. i I- �__ € I; 1`-(-I;1{1 I I-„�I i I�I v�I" E��' ,)��j"I I�� CKFILL WITH PLANTING SOIL. 2l. No canopy trees shall be planted within 15 feet of a light pole. No palm species shall be planted within ro 2x BALL DIA. " I" - ` II. Contractor to notify "Sunshine State One Call of Florida, Inc." at I-800-432-4770 two Full Business Days feet of a light pole. ET ROOTBALL ON UNDISTURBED SOIL. prior to digging For underground utility locations. (2" cal. and ®ver) 2x BALL DIA. 28. Ground cover plantings shall provide not less than 50 percent coverage immediately upon planting and 12. Contractor shall be responsible for providing final grading of all associated planting areas. 100 percent coverage within ro months after planting. LARGE TREE PLANTING DETAIL LARGE PALM PLANTING DETAIL 13. After Final grade, area to be raked to ro" depth and all rock and foreign inorganic materials removed and 29. Tree protection barricades shall loe provided by Landscape Contractor around existing trees that may disposed of properly off-site. be impacted by the proposed construction. Prior to any construction a tree protection barricade inspection shall be conducted by the landscape architect, owner or governing municipality. Refer to N.T.S. N.T.S. 14. All planting holes to be hand dug except where machine dug holes will not adversely affect or damage landscape detail for tree preservation barricade fencing. utilities or improvements (see note (5). 30. In all pedestrian areas, all trees and palms shall be maintained to allow for clear passage at an 8 Foot 15. No plunging of any tree or palm will be accepted. All plants to be planted at the nursery grade or clear trunk. slightly higher. 31. All landscape material shall be setback a minimum of 10' from any Fire Hydrant. 00 DO NOT CUT LEADER Vo. Contractor shall stake 4 guy all trees and palms at time of planting as per the appropriate detail. A 1� PRUNE DAMAGED OR DEAD HURRICANE CUT FRONDS Contractor is responsible for the maintenance and/or repair of all staking and guying during warranty period -'WOOD IMMEDIATELY PRIOR METAL STS SECURING and removal E disposal of staking after establishment period. TO PLANTING AS DIRECTED P 800 a BY THE LANDSCAPE ARCHITECT 2"x4"x12" WOOD BATTENS 1-1.Fertilizer for grass areas shall be NPK 16-4-8 a 12.5 lb5/1000 s.F. or 545 lbs/acre. Nitrogen 509. slow MIN 5 LAYERS BURLAP release Form e fertilizer to include secondary micronutrients. TOE NAIL B ZACES TO /h 2"X4" W00 BATTENS 18. SUBSTITUTIONS AND CHANGES: All substitutions and changes shall be approved in writing prior to �/' PROTECT TREE WITH BURLAP g pp g installation. Any discrepancies between plans, site and specifications shall be brought to the immediate ORANGE M 1/2"x2' FLUORESCENT attention of the Landscape Architect, the owner and governing municipality. MARKER 2"x4"X8'-0" STAKE 9 0 2"x4" W00 BRACE 1" WIDE MIN. --- MULCH, 1" DEEP ON ROOT ZONE -SAT EQUAL SPACING NYLON STRAPS (3 PER TREE) (3 PER TREE) 3" BASIN FOR WATERING. --. , 3" DEEP -�MULCH, 1" DEEP ON ROOT ZONE FLUORESCENT MULCH ORANGE MARKER e- ON BRACE 1/3 TRUNK 3" BASIN FOR WATERING. STAKES 18" SET CROWN OF ROOT BALL 0'-2" MIN. .MULCH, 3" DEEP BELOW GRADE ABOVE SURROUNDING FINISH GRADE. " f UNTIE BURLAP FROM BASE OF TRUNK. SET CROWN OF ROOT BALL 0'-2- TRIM -- PLANTING NOTES TRIM AS NECESSARY. ABOVE SURROUNDING FINISH GRADE. 1117"11 it'l I~�� I E fLLry �; UNTIE BUR FROM BASE OF TRUNK. �m,~ .0 ',� =!' IiI TRIM"AS N CESSARY. 1 . Outline all planting beds for approval by the Landscape Architect prior to commencing 1 I; .;1 I I I I I I €I, ~_ X111 11 �� ° -I I _1 2x4 x12 OOT STAKE, FOR SOFT with bed preparation. E 1 I.. 1 I j 3 - m I' I`��SOIL CONDI IONS SUCH AS SAND BACKFILL WITH PLANTING SOIL. I,� =Tj1 -, -~ i , ,. IF BURIED 3 . BELOW GRADE 2. Stake all tree locations for approval by the Landscape Architect prior to digging tree pits. �FEI i1 ; ; ;T-i, , I . ;IiL �t�11 � BACKFILL ITH PLANTING SOIL. 2x BALL DIA. SET ROOTBALL ON UNDISTURBED SOIL. 3. Remove all weeds and grasses from all shrub and groundcover planting beds. If SET R00T8 LL ON UNDISTURBED SOIL. - 2x BALL DIA. Bermuda grass is present, it shall be eradicated completely prior to planting new plants. 4. Within approved bed areas, prepare soil by tilling a minimum two inched (2") of organic (2" Cal. and under) CIGARED SABAL compost over the entire bed area to a depth of six inches (6"). SMALL TREE PLANTING DETAIL PALM PLANTING DET IL 5. Spread an even three inches (3") layer of mulch over the entire planting bed. N.T.S. N.T.S. 6. On all trees the top six inches (6") of backfill shall consist of a 1 :1 mixture of compost to soil. 0 7. Around all trees form a circular ring (at least 48" in diameter) free of vegetation. Circle 0 ® DO NOT CUT LEADER O ,�(�0000 shall be true in form and centered on the tree. 0 DEAD ,� PRUNE DAMAGED R O OO (V1 O8) 00 8. All trees shall be staked per planting details. WOOD IMMEDIATELY PRIOR Q� BY THE PLANTING LANDSCAPEASDIRECTED ECT DO O 00 00 9. Apply Osmocote (or other approved slow release started fertilizer) at a rate of 1/2 pound V 0 0 00 �00 per tree and 1 pound per 100 square feet of shrub and groundcover planting beds. �� (p PROTECT TREE WITH BURLAP 10. All new lawn, shrub planting beds and trees to be fully irrigated with 100% coverage. 2"WXW-o" STAKES v w Irrigation system to be an automatic underground sprinkler. 0 (3 PER TREE) 0 11 . It is the Landscape Contractor's responsibility to remove all project tree stakes, FLUORESCENT � MULCH, 1" DEEP ON ROOT ZONE O ORANGE MARKERACE �- 0 p wrappings, strap devices, and wires in their entirety after one year of successful tree 1 WIDE MIN. 3" BASIN FOR WATERING. 00 growth. NYLON STRAPS MULCH, 3" DEEP ODRIPLINE 12. It is the responsibility of the contractor to account for all existing plant material; (3 PER TREE) NO construction stake off and protect said plant material no closer than the dripline of the N STAKES 18" ENCROACHMENT SET CROWN OF ROOT BALL 0'-2" NO ENTRY OR STORAGE DRIP LINE ABOVE SURROUNDING FINISH GRADE. BELOW GRADE existing vegetation during the entire construction process, 2 _•.� UNTIE BURLAP FROM BASE OF TRUNK. µy ; °ry ,; w- ;,; a TRIM AS NECESSARY. 13. Extreme care should be taken while working within the drip line of all existing trees. -=d 1:�9 of oRArBicERI r�NsoRNCE Under no circumstances shall and root, larger than 2" diameter, be cut or damaged. =1 II I J HIGH VISIBILITY MESH. l!1,,,11 ;,; 1111.. i„le X111, BACKFILL WITH PLANTING SOIL. " " :t 2x4 MIN. WOOD POST SET ROOTBALL ON UNDISTURBED SOIL. AT DRIP LINE 2x BALL DIA. MULTI- TRUNK AND SMALL TREE TREE PRESERVATION (2" cal. and under) PLANTING DETAIL BARRICADE FENCING DETAIL N.T.S. N.T.S. SPACE PLANTS AS SPECIFIED --•MULCH, 1" DEEP ON ROOT ZONE 0 3" BASIN FOR WATERING. MULCH, 3" DEEP U $� MULCH, 3" DEEP (SEE SPEC.) Q SET CROWN OF ROOT BALL 0'-1" _BACKFILL MIX ABOVE SURROUNDING FINISH GRADE. AS SPECIFIED PLANT MATERAL SHALL NOT BE If 1I µ=== I } I I[I: IIIc =1mm'`~`ISI`' PRUNED PRIOR TO INSTALLATION. F SPACING VARIES I 9� I, I I 111 I 1 I I"--1�' AFTER PLANT HAVE BEEN INSTALLED, G ACCORDING TO s _�. PLANT LIST `i�' �I I"" � I�� ,`-~== EACH PLANT HALL BE PRUNED I _ _ FOR UNIFORMITY. SPECIFICATIONS ` I I��(�P I I - =�= `I BACKFILL WIT A SOIL. X SET ROOTBAL ON UNDISTURBED SOIL. 2x BALL DIA. R. e�, MICHAEL,,�I7 wROS RTH SHRUB / GROUNDCOVER .4 �� J ; . ' SHRUB PLANTING DETAIL SPACING PLANTING DETAIL 4950 W. KENNEDY BLVD, SUITE 600 112-l'-14 MID MDG ATLANTIC BEACH, FL - MAYPORT RD N.T.S. TAMPA, FLORIDA 33609 PROFESSIONAL tANftAPE ARCHITECT N.T.S. Phone: (813)379-4100 REV. DATE DR DESCRIPTION November'20,2014 LANDSCAPE DETAILS & NOTES Fax: (813)379-4040 CHK FLORIDA LICENSE`No.6666871 ThomasEn ineerin Grou COm DOCUMENT CONTROL FLORIDA BUSINESS CERT.OF AUTH.No.27528 g g P• PROJ. N0. FT140062 DWG. N0. L-2.0 i' I # O I v EDGE WATER 9/8/2014 9/€3 f 20,4 l 1 EXISTING 1" WATER METER. a NEIGHBORING y z 4 Iit CONTRACTOR TO VERIFY AND BUILDING {i F.F. EL.: 31.1' I I I :. E 1 D�IF_FERENTIATE IRRIGATION METER FROM POTABLE METER. TAOF f BANK .. • .3_ - --- a � , ADDITIONAL IRRIGATION NOTES it 4 1 300.00'(D) IY21v I .,•, lit N88'17'50"E(D) 8'(F) _ A. The Contractor shall design, furnish and install a complete irrigation € 299.8 1.5 I 1 � I 1 1 ia' ,# _ -- PU system and controls. I ' ��- ��.� it I N88'19 58"E(C) — # ��) �.. � , sat fo.00'(FDo I I — - It B. This Contractor shall furnish and install the irrigation tap, meter and all ( { .I }#} — _ 20 10 5 0 20 g p t t' t #11 :I ) I ,s — —� __ __ 3/4') :,` 4 I 1 ,-. . I _ 3/4>> > 1 �y2,� PVC, Schedule 40, sleeves under walkways and roadways, where shown i g 3,1 �. /4 ! „ I .. ' " 5 /4 X _ X _--- 1��=20' on the plans. Sleeves shall extend 3 feet beyond pavement. , ..1.;5-, C. Pipe & Materials for `1 I ) s eeves shall be Schedule 40 PV Glue Joint 1=# -- # - - -'-' - Couplings. Sleeves shall be 4 inch diameter. All sleeves shall have r IIII removable plugs at each end for removal by Owner. STORM SEWER } t VALLEY CUTTER 2 INDICATES POSSIBLE i CURB - €1 a• _ ,.;,� €?f,£,i 1_. DRAINAGE EASEMENT € ,).... PICAL A# , I D. I tion s shall. have 1 8 i es of cover to fine #y g 1 � � _._.,. �.-._-��.-�---..---., - .�_......__ -_...___. ._---� � �" rriga sleeve' - inches to 24 inch finish 11 T� I 3 ) I I a I� , z> /4„ �/a I grade. yyy IE3Y S, 2 w s ^v_ , s 3 s � I # 2 I FINAL TIME CLOCK LOCATON TO BE E. Sleeves shall be installed in the same manner as specified for storm drain OWNER OR OWNER'S i a � 4" DETERMINED BY OW piping. i ( fT I(r�alAIII I — — - — REPRESENTATIVE. > 0`1 I I friI — - - � -' s _ 3 I 4" F. The Control System shall be located inside the buildin{{�77 at the main N '�, 1 9 3 tiS =s—" /4 Y p U) v, electrical panel and shall be housed in a lockable assembly. 1 O o0 3/4 it W P e Q� tea- F I _ fi s & •�S; _. .—. I: .' ' ( a I .. > O O al 3/ I — __ it /4" , 1/2 r ,, �� Q !i �� '� ��,€)I r'"'= •.#3 � I 'mss=- } I { 1 d 3 '`i i O I 1 I I 1 ( 1 1�/4 uIt . t , E I # • i '.. h � 1fi I 9 . .-II� �.•. . 1 ; :, ! t 1 J1 n BACK FLOW PREVENTION DEl%CE TYPE CJB MAINLINE ANDRELATED EQUIPMENT I A EASTERLY RAW .INE I I OF AYPORT RpAD I # t -� SHOWN WITHIN PAVING FOR CLARITY (STATE ROAD A1A) I PER DEEQ & FDOT MAP ONLY ACTUAL MAINLINE AND RELATED 1 1 E1 SECTION 72230 s €II 1 I I JF s �. 3/4 CONCRETE 11 I t -- (9,973 ) P j ( Ic ) g p - TYP AL s I I I i i SITE AREA - ±1 .86 AC' CONTROLLER IN 4/4 _ EQUIPMENT LOCATI ON TO BE WITHIN I r a V 1 •.I �— 3 1 1 2 ), I °. I I _ STOCKROOM Int- ' 3 4„ . FIFE 15.50 � i:�-:=:'I 1 1 I I �— = — � — _ _ PLANTERS AND A MINIMUM OF 18 OFF CITY OF y _ .. _ '� ,... I 2 I ? 1 Nous — 3/ II 1 ATLANTIC BEACH Ih , � -- -- '- ;`':_ 1/4' 4„ 070 ADJACENT HARDSCAPE AND OTHER I I „co '. I I 1 :. I 1 I i ,# � RE#169398 0 I, , <} 1 1 35.7 £_` ' ; # 1' 2 2 13.8 OBSTACLES TYP. 1 ,2)) 1 1Y21 1 r �' 1 ,4 Yn TYPE MSH CURB 4 34.1 $ ,a 4 I' (TYPICAL) } I 11 I a . a I I I # . . � I � • •- '� 3 I� ` • � .-t. It 11 211 11/4 p ly I 3 ( 1 1 1 T II r4„ 0 3' f f t it rn , 1 v s 3 , ;:" %s ..,. .,.� _—, to - _W.-_ _ ._ __ (j CONTROL SYSTEM - —� /2' S SHALL PROVIDE THE I En MO ' ABILITY TO BE PROGRAMMED IN MINUTE MI ETL .:.+ m za 1 1 _ud� „ „I, 1 B � I , f11/4 ER a , , _ ,.,.:::. 4� . BY DAY OF WEEK, SEASON AND TIME OF II m ' DAY; AND HAVE THE ABILITY TO MAINTAIN I I 01 jl2TIME 3/4,) 3/4 4 DURING POWER OUTAGES FOR A ' 4 _. ,,. 30 _ EX/ 31.0 3. 12 MINUMUM OF THREE (3) DAYS. 3 I 1.�1.b 4) „ 3 - I ,,i� /A i 3".:.;":;:' -.,__._,,.. _._„-_ -,,,,..,_ .,,_-__,,....-._w„___ �_,,,-__...,,,-,-.,.__„ _„____..-, _ — J'Ld' BACK FLOW nVN PREVENTION — _ VAC I 1 I ` - Ex. B:, PVC W — — —— STRUCTURE PLACEMENT _._._ �. - -- ..� i I i� _ 300.11'(F) 0 PER APPROVED SITE PLAN BEARING BASIS) 300.00(D) 5j 31.2 I �,� ( 6 33.9 I IS �>oT v_Er�iFlED BY ANY I 1 I Y I S88'17'50"W(F)(D) S'rANDARD COUNT`(INSPECTION U"P ARE 1 �� 1 Y2n 'ARI) READER ✓ l 9` . `• } r MJCATES POSSIBLE 1 1 } ! Ez31t TILITY EASEMENT CITY OFA TLANTICBEA Cvo �i. ` �--"_ ✓^" � ' �' RE#169398 0070 __---- ---- - .s I F. CARD INSTALLER IS REQUIRED TO CONDUCT AM G WATER LINE FINAL TESTING AND ADJUSTMENT TO �A" 7an I _ - `% y< L _ El,.., I 250.00'(P) y ___-- X _ - �, N88.36'45"E P 5' F X — -- ACHIEVE DESIGN SPECIFICATIONS PRIOR � _.._ O 249.8 ( ) dim; — S88'19'38"W(F) _ — — TO COMPLETION OF THE SYSTEM AND 50.00'(FDOf II€1 I '.'-:: N. LINE OF FAIRWAY VILLAS ACCEPTANCE BY THE OWNER OR 1 PLAT BOOK 39, PAGES 22 AND 22A II 'a'§' ,' I t °: : OWNER'S REPRESENTATIVE. 1 •..'.. .. • LOT SI -... ..1 _-._ -. -,. ,..._. ._.,.y mm . ._ 1 Hsi oup, LOT SO 1 o LOT 52 FAIRWAY VILLAS PLAT BOOK 39,PAGES 22-22A PLEASE REFER TO SHEET L-4.0 FOR IRRIGATION SCHEDULES, AND GENERAL IRRIGATION NOTES; AND SHEET L-5.0 FOR IRRIGATION DETAILS. X40 ° � �q9.% MICH , ,. , Vii. IRTH 2 12-30-14 MD MDG ADDED TREE TO MAYPORT ROAD BUFFER � c' -- 4950 W. KENNEDY BLVD, SUITE 600 11-17-14 MD MDG ATLANTIC BEACH, FL - MAYPORT RD TAMPA, FLORIDA 33609 PpySS{Y�A' I&APtARCHITECT W-2k Phone: (813)379-4100 REV. DATE DR DESCRIPTION =� �,�, ecembe�2s}2014 IRRIGATION PLAN Fax: (813)379 4040 CHK �j ��LORIpA LIQ 'NSA No.6666871✓ ThomasEngineeringGroup.com DOCUMENT CONTROL FLORIDA B�JSINESS CErjT OF.ATH.No.27528 ` .`..rr� PROJ. NO. FT140062 DWG. NO. L-3.0 FF IRRIGATION NOTES IRRIGATION SCHEDULE VALVE 1. ALL LOCAL MUNICIPAL AND STATE LAWS RULES A REGULATIONS GOVERNING OR RELATING TO ANY C H E D U L E D N PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI NUMBER MODEL SIZE TYPE WIRE PSI PSI @ POC GPM HEAD ELEV VALVE ELEV PRECIP 1 Rain BirJ XCZ-100-PRF-BF 1" Area for Dripline 624.5 43.65 47.09 5.03 0.00 ft 0.00 ft 0.45 in/h 2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES ® ® ® Rain Bird 1806-PRS 15 Strip Series 6 30 2 Rain BirJ PEB 1-1/2" Bubbler 243.2 48.19 53.69 13.75 0.00 ft 0.00 ft 7.66 in/h BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN EST LCS RCS CST SST Turf Spray 6" popup with pressure regulator. 3 Rain BirJ PEB 1-1/2" Shrub Rotor 325.0 36.87 53.31 36.33 0.00 ft 0.00 ft 0.44 in/h THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD 4 Rain BirJ PEB 1-1/2" Turf Spray 251.4 35.62 51.60 34.09 0.00 ft 0.00 ft 0.21 in/h CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. ® ® ® ® Rain Bird 1806-PRS 8 Series MPR 36 30 5 Rain BirJ PEB 1-1/2" Shrub Rotor 431.2 36.39 49.86 31.15 0.00 ft 0.00 ft 0.28 in/h Q T H F Turf Spray 6" popup with pressure regulator. 6 Rain BirJ PEB 1-1/2" Shrub Rotor 552.0 30.90 45.11 33.85 0.00 ft 0.00 ft 1.01 in/h 3. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE 7 Rain BirJ PEB 1-1/2" Turf Spray 651.2 35.26 48.80 35.70 0.00 ft 0.00 ft 1.11 in/h BEGINNING WORK. ® Rain Bird 1806--PRS 15 Strip Series 22 30 Commo i Wire 1,114 SST Turf Spray 6" popup with pressure regulator. 4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED ® n ® Rain Bird 1806-PRS 10 Series MPR 32 30 HEREIN BEFORE BEGINNING WORK. Q T H F Turf Spray 6" popup with pressure regulator. 5. THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY [1711 r ® ® Rain Bird 1806-PRS 15 Series MPR 5 30 WATERING SCHEDULE AND IS TO BE INSTALLED WITHIN PLANTING AREAS. Q T H TT TQ F Turf Spray 6" popup with pressure regulator. 6. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS 1402 1408 NUMBER MODEL TYPE PRECIP IN./WEEK MIN./WEEK GAL./WEEK GAL./DAY OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE ® 1401 A0 14 4 ■ Rain Bird 1804-1400 Flood 55 40 1 Rain Bid XCZ-100-PRF-BF Area for Dripline 0.45 in/h 1 133 668.7 PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S Flood Bubbler 4" popup 02 2 Rain Bid PEB Bubbler 7.66 in/h 1 8 110 REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL 3 Rain Bid PEB Shrub Rotor 0.44 in/h 1 138 5,014 RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER. 4 Rain Bid PEB Turf Spray 0.21 in/h 1 281 9,579 SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI GPM RADIUS 5 Rain Bid PEB Shrub Rotor 0.28 in/h 1 214 6,666 7. INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE 1.0 6 Rain Bid PEB Shrub Rotor 1.01 in/h 1 60 2,031 RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT Rain Bird 3500-S 5 25 0.77 20' 7 Rain Bid PEB Turf Spray 1.11 in/h 1 55 1,964 AND INSTALLATION. Shrub Rotor,adjustable and full circle TOTALS: 889 26,032 1.5 8. ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVENTER AND THE AUTOMATIC Rain Bird 3500-S 12 25 1.06 23' CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE OWNER'S AUTHORIZED REPRESENTATIVE. Shrub Rotor,adjustable and full circle 3.0 CRITICAL ANALYSIS 9. CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE FROM CONTROLLER ALONG ENTIRETY OF MAIN Rain Bird 3500-S 4 25 2.17 29' LINE TO THE LAST RCV ON EACH AND EVERY LEG OF MAIN LINE. LABEL SPARE WIRES AT BOTH ENDS. Shrub Rotor,adjustable and full circle 4.0 Generated: 2014-12-23 10:33 10. ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE CARRIED. Rain Bird 3500-S 4 25 2.97 31' SEE LEGEND FOR TYPE. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZE Shrub Rotor,adjustable and full circle P.O.C. NUMBER:01 REQUIRED TO EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS Water Source Info ation: Existing 1" meter SHOWN ON THE SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY FLOWAVAILABLE 11. ALL QUICK COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER Water Meter Size: 1" AREAS WHERE POSSIBLE. ALL QUICK COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED AS % Rain Bird XCZ-100-PRF-BF 1 Flow Available: 37.50 gpm SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL QUICK COUPLER AND REMOTE CONTROL VALVES Drip Control Kit, 1" (25mm) DV valve, 1" (25mm) pressure WITHIN 18" OF HARDSCAPE. regulating back flush filter. PRESSURE AVAILABLE Static Pressure at OC: 55.00 psi 12. ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. ALL Q Rain Bird MDCFCAP 3 Elevation Change: 0.00 ft HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND Dripline Flush Valve cap in compression fitting coupler. Service Line Size: 1 1/2" HARDSCAPE. THIS INCLUDES, BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT Length of ServiceLine: 5.00 ft SCREW, REPLACEMENT OF PRESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITH MORE Q Rain Bird AR Valve Kit 2 Pressure Available 55.00 psi APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS. 1"Air Relief Valve kit with 6" drip valve box. DESIGN ANALYST 3 13. THE CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES FOR GROUNDING THE CONTROLLER AND Area to Receive Dripline Maximum Station low: 36.33 gpm RELATED EQUIPMENT PER MANUFACTURERS SPECIFICATIONS. THOMAS ENGINEERING GROUP Netafim TLCV6-18(18) 1,070 s.f. Flow Available at POC: 37.50 gpm RECOMMENDS MEASURING FOR PROPER GROUND AT LEAST ONCE ANNUALLY, AND NECESSARY Landscape Dripperline with 0.6gph emitters at 18"o.c. (2.2 ]ph @ Residual Flow Available: 1.17 gpm ADJUSTMENTS MADE TO COMPLY WITH MANUFACTURER SPECIFICATIONS. 0.45 m)with check valve, pressure compensation, 14.7psi min. to 50psi max. (1 to 3.5 bar). Dripperline laterals spaced at 18" Critical Station: 2 14. CONTRACTOR TO RECERTIFY EXISTING PUMP AND PVB IF APPLICABLE. (0.46 m) apart, with emitters offset for triangular pattern. Design Pressure: 40.00 psi Elevation Loss: 0.00 psi Friction Loss: 3.90 psi SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY Fittings Loss: 0.39 psi Loss through Val e: 3.90 psi ® Rain Bird PEB 6 Pressure Req. at Critical Station: 48.18 psi Electric Remote Control Valve Loss for Fittings: 0.07 psi Loss for Main Line: 0.68 psi BF Febco 765 1" 1 Loss for POC to Ve Ive Elevation: 0.00 psi Pressure Vacuum Breaker, brass with ball valve SOV. Install Loss for Backflow: 3.68 psi NOTE A: 12" (305MM) above highest downstream outlet and the highest Loss for Water Met r: 1.08 psi POINT OF CONNECTION SHALL BEAN EXISTING 1" METER. VERIFY THE ACTUAL point in the downstream piping. Critical Station Pre sure at POC: 53.69 psi LOCATION, SIZE AND WATER PRESSURE IN THE FIELD PRIOR TO STARTING Pressure Available 55.00 psi WORK. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS FOUND Rain Bird ESP8LXMEF-LXMM 1 Residual Pressure vailable: 1.31 psi TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE 8 Station Capable Commercial Controller. Mounted on a FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT AND IRRIGATION Powder-Coated Metal Cabinet. Flow Sensing and Water CONSULTANT. SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC Management Capabilities. INFORMATION ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. ® Rain Bird RSD-BEx 1 Rain Sensor, with bracket, extension wire MINIMUM PRESSURE REQUIRED 30.90 PSI DESIGN WATER PRESSURE 55 PSI A Water Meter 1" 1 MAXIMUM SYSTEM DEMAND 36.33 GPM Existing 1" meter NOTE B: Irrigation Lateral Line: Polyethylene and PVC Class 160 3,771 I.f. CONTROLLER IS ASSPECIFIED. CONTRACTOR TO VERIFY FINAL LOCATION AND Polyethylene SDR-7 up to 1-1/4, then PVC Class 160 SDR 26 ZONE CAPACITY OF CONTROLLER AND ELECTRICAL POC SHALL BE CONFIRMED for 1-1/2" and larger. Only lateral transition pipe sizes 3/4" and WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. above are indicated on the plan, with all others being 1/2" in NOTE C: size. MAINLINE AND RELATED EQUIPMENT SHOWN WITHIN PAVING FOR CLARITY ONLY, Irrigation Mainline: Polyethylene and PVC Class 200 1,114 I.f. ACTUAL MAINLINE AND RELATED EQUIPMENT LOCATION TO BE WITHIN PLANTERS AND A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES - - - - - - - - Pipe Sleeve: PVC Schedule 80 620.0 I.f. TYP. Typical pipe sleeve for irrigation pipe. Pipe sleeve size shall allow for irrigation piping and their related couplings to easily NOTE D: slide through sleeving material. Extend sleeves 18 inches CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY beyond edges of paving or construction. VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S Valve Number Valve t AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. Valv # # Valve Flow NOTE E: #" Valve Size BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. y mICHAE H � . 2 12-30-14 MD MDG ADDED TREE TO MAYPORT ROAD BUFFER 4950 W. KENNEDY BLVD, SUITE 600 11-17-14 MD MDG a. ATLANTIC BEACH, FL - MAYPORT RD TAMPA, FLORIDA 33609 P FESS1QN 'l;MDSCAPh A CHITECT Phone: (813)379-4100 REV. DATE :DR CHK DESCRIPTION �iD�.6em- er,29,2014_� IRRIGATION SCHEDULES & NOTES Fax: (813)379-4040 FLORID/ LrOENSE No.666A87.1,, FLORIDA BUST ESS CEtT.OF AUTNo.27528 ThomasEngineeringGroup.com DOCUMENT CONTROL oPROJ. N0. FT140062 DWG. N0. L-4.0 INSTALL POP-UP SPRINKLER HEAD FLUSH WITH FINISH GRADE IN TURF AREAS FINISHED GRADE IN TURF AREAS PLASTIC RECTANGULAR VALVE BOX WITH T-COVER AND FINISHED GRADE IN TURF AREAS FINISHED GRADE IN TURF AREAS CAPTIVE STAINLESS STEEL BOLT AND LOC-KIT.INSTALL POP-UP SPRINKLER HEAD,SPRAY OR ROTOR, BOX AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE. PLASTIC 10"ROUND VALVE BOX WITH T-COVER PLASTIC 10"ROUND VALVE BOX WITH T-COVER SEE LEGEND FOR BRAND,MODEL,POP-UP HEAT BRAND"FS"ONTO LID. AND CAPTIVE STAINLESS STEEL BOLT AND LOC-KIT. AND CAPTIVE STAINLESS STEEL BOLT AND LOC-KIT. HEIGHT AND NOZZLE REQUIRED HEAT BRAND"QCV"ONTO LID. F HEAT BRAND"BV"ONTO LID. 2 FINISHED GRADE — IN SHRUB AREAS 2 FINISHED GRADE IN SHRUB AREAS 2 FINISHED GRADE IN SHRUB AREAS INSTALL POP-UP SPRINKLER HEAD 1/2" 3" QUICK COUPLING VALVE,SEE ABOVE FINISHED GRADE IN SHRUB 4"MIN. — AND GROUND COVERS AREAS 24"WIRE LOOPS AND LASCO"SLO-CLOSE"SCH.80 PVC, LEGEND FOR BRAND AND MODEL FLOW 3M DBY-6 WATERPROOF 6" — TRU-UNION BALL VALVE,SOLVENT UNDISTURBED SOIL �► WIRE CONNECTORS WELD CONNECTIONS. SIZE BALL 3/4"CRUSHED GRAVEL, 4"MINIMUM DEPTH ® 10 PIPE DIA. 5 PIPE DI DO NOT INSTALL USING SIDE INLET VALVE PER THE MAINLINE SIZE� SCAPE FABRIC TO PRE-ASSEMBLED TRIPLE SWING JOINT, A. •� COVER o• COVERER OTTOM AND ALL HUNTER SJ SERIES(OR APPROVED EQUAL) 2"MIN. • ^ 6"PVC CL.160 PIPE,LENGTH • 'o SIDES OF VALVE BOX LAY LENGTH TO BE 6"MINIMUM o 900 Oo AS REQUIRED,12"MINIMUM 0 SIZE AS PER SPRINKLER INLET �Yl �d BRICK SUPPORTS, BRICK SUPPORTS,3 REQUIRED SCH 40 PVC SxSxT TEE FITTING to.• • • I LATERAL x SPRINKLER INLET SIZE •d° �• THREE REQUIRED PVC MAINLINE LASCO SNAP-LOK PVC SWING ., PVMAINLINE FROM PVC MAINLINE TO RCVS • • SEE LEGEND AND JOINT W/MALE BRASS STABILIZER LATERAL LINE,SEE SPECIFICATIONS MASTERPIPE PER PLANS AND SPECS. CONTROL VALVE, • •�—ONE CUBIC FOOT OF SPECIFICATIONS ELBOW AND SNAP-LOK COLLAR FOR TYPE AND DEPTH REQUIRED NO FITTINGS WITHIN 10 PIPE BRICK SUPPORTS, $0 Og 3/4"CRUSHED GRAVEL 3/4"QCV USE MODEL G13T-310 DIA.UP STREAM AND 5 PIPE 4 REQUIRED !..,. 1"QCV USE MODEL G13S-310 DIA.DOWN STREAM OF SENSOR NE 30"STEEL VALVE CONTROL WIRES TO �b g KEY PRVIDE E FOR EA.3 VALVES INSTALLED SCH 80 PVC SxSxT TEE FITTING, SECTION VIEW-N.T.S. 3/4"CRUSHED GRAVEL, CONTROLLER,IN CONDUIT MAINLINE x QCV INLET SIZE NOTE: Q).WW a"9.s'+NA�`` 4"MINIMUM DEPTH IF INDICATED IN LEGEND — —PVC IRRIGATION MAINLINE, REBAR STAKES,1/2"DIAMETER x INSTALL SPRINKLER HEADS 6"FROM PAVING EDGE IN SHRUB AND GROUND COVER AREAS. LANDSCAPE FABRIC TO FLOW SENSOR,SEE LEGEND SEE LEGEND FOR SPECIFICATION SECTION VIEW-N.T.S. 24"LONG,TWO REQUIRED INSTALL SPRINKLER HEADS 12"FROM THE FACE OF BUILDING WALLS OR WINDOWS. COVER 30TTOM AND ALL SECTION VIEW-N.T.S. FOR BRAND,MODEL AND SIZE SOLVENT WELD CONNECTIONS NOTE: °`°°"1pN700�%-q4`"°.+` INSTALL SPRINKLER HEADS 4"FROM PAVING EDGE IN TURF AREAS. SIDES F VALVE BOX k SECTION VIEW-N.T.S. USE AN APPROVED,NON-HARDENING,TEFLON ASSEMBLY PASTE ON ALL THREADED FITTINGS. INSTALL SPRINKLER HEADS PLUMB. ADJUST SPRAYS OR NOZZLE STREAM TO COVER NOTE: 0."w w .m .md. LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING,FENCES,WALLS OR BUILDINGS. USE ST NDARD OPENINGS PROVIDED IN VALVE BOX FOR PIPE,DO NOT CUT BOX. USE SC 180 PVC 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH AS REQUIRED. (�) POP-UP SPRINKLER OC FLOW SENSOR OD BALL VALVE OE QUICK COUPLER VALVE FINISH GRADE IN TURF AREAS FINISH GRADE IN TURF AREAS PRESSURE REGULATOR PLASTIC RECTANGULAR VALVE BOX WITH T-COVER AND WYE FILTER BARE COPPER GROUND WIRE LA CONNECT TO ROD W/BRASS CLAMP CAPTIVE STAINLESS STEEL BOLT AND LOC-KIT.INSTALL PLASTIC RECTANGULAR'JUMBO'VALVE BOX WITH T-COVER BOX AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE. AND CAPTIVE STAINLESS STEEL BOLT AND LOC-KIT.INSTALL PLASTIC RECTANGULAR VALVE BOX 9"WIRE STAKE INSTALLED HEAT BRAND"RCV"AND CONTROL STATION#ONTO LID. HEAT BRAND"GR"ONTO LID FIVE(5)FEET ON CENTER BOX AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE. HEAT BRAND"RCV"AND CONTROL STATION#ONTO LID. 5/8"X 8'COPPER FINISHED GRADE — 2 FINISHED GRADE CLAD GROUND ROD - I I±±J —_ MIN. C — IN SHRUB AREAS 2 FINISHED GRADE 3" I I-III—III—III—III—III 4" P C IN SHRUB AREAS _ 24"WIRE LOOPS AND �—FINISHED GRADE BOTH SIDES OF TEE, —III-I ( (—III—III—III—I PVC PIPE, 3M DBY-6 WATERPROOF P 24"WIRE LOOPS AND SEE LEGEND FOR — SIZE PER PLANS, WIRE CONNECTORS PVC PIPE, 3M DBY-6 WATERPROOF I I �—NATIVE OR UNDISTURBED SOIL SPECIFICATION e TYPE PER SCH.80 PVC SLIP SIZE PER PLA SM12" WIRE CONNECTORS LEGEND 90 DEGREE ELL TYPE PER = = o 2"MIN. LEGEND SCH.80 PVC SLIP USE STANDARD SCH.40 PVC PIPE OR 90 DEGREE ELL _ AGRICULTURAL PRODUCTS,INC. BOX OPENINGS 4 SCH.80 T.O.E.NIPPLE 2"MIN. SCH.40 PVC PIPE OR — FOR PIPE,DO p, USE STANDAR 4 FILL 1/2 OF BOX WITH #S-MA 1/2"MPT SPIN LOC FITTING(2 REQ. 'Q WITH D.I.SERVICE TEE o ,0SCH.80 12° NOT CUT BOX •g ALS 0 w•, BOX OPENING' WITH D.ITSERVICE TEE TAPE WIRES TO PIPE FOR PIPE,DO �p COMPACTED SITE SOIL SCH.40 PVC TEE SCH.80 PVC SLIP TEE NOT CUT BOX Or'.0 b,• TAPE WIRES TO PIPE I — RED BRICK SUPPORTS(4 REQ.) TxTxT 1/2" BRICK SUPPORTS, OR LEEMCO DUCTILE _ SCH.80 PVC THREADED 4 REQUIRED • SCH.80 PVC SLIP TEE 11 , 1/2"NIPPLE,LENGTH AS REQUIRED IRON BBT SERVICE TEE BRICK SUPPORTS, LASCO#896 PVC UNION FOR USE ON BELL AND 4 REQUIRED OR LEEMCO DUCTILE IRON BBT SERVICE TEE KING BROTHERS FLEXIBLE SLIP X MIPT,SIZE PER RCV, GASKET MAINLINE PIPE LASCO#896 PVC UNION FOR USE ON BELL AND NPPLE,#FVN-500-6 2 REQUIRED FOR ASSEMBLY 3/4"CRUSHED GRAVEL, SLIP X MIPT,SIZE PER RCV, GASKET MAINLINE PIPE MIPT x FIPT,6"LENGTH) ELECTRIC REMOTE CONTROL—/ 4"MINIMUM DEPTH 2 REQUIRED FOR ASSEMBLY 3/4"CRUSHED GRAVEL, SCH.40 PVC TEE VALVE,SEE LEGEND FOR TYPE LANDSCAPE FABRIC TO ELECTRIC REN OTE CONTROL 4"MINIMUM DEPTH SxSxT,LINE SIZE BY 1/2" SPARE CONTROL WIRE,LOOP COVER BOTTOM AND ALL VALVE,SEE LEGEND FOR TYPE LANDSCAPE FABRIC TO 48"LENGTH INTO EACH RCV BOX SIDES OF VALVE BOX SPARE CONTR L WIRE,LOOP COVER BOTTOM AND ALL BARE COPPER GROUND WIRE(#6) SECTION VIEW-N.T.S. 48"LENGTH IN FE EACH RCV BOX SIDES OF VALVE BOX SECTION VIEW FROM CONTROLLER,8'MINIMUM PVC LATERAL LINE O.WWW9„„+, I k SECTION VIEW-N.T.S. o�vrw�v.d,+tim"w m OF REMOTE CONTROL VALVE OG DRIP RCV ASSEMBLY 0GROUND ROD INSTALLTION JO DRIPLINE TUBING -- FINISHED GRADE IN TURF AREAS TORO YD-500-34 AIR/VACUUM RELIEF FINISHED GRADE IN TURF AREAS VALVE _ AMMENDED SOIL/` _ DRIPLINE BLANK LATERAL PLASTIC ROUND VALVE BOX,6"SIZE BARK MULCH'` DL 2000 POLY CONNECTION FITTINGS TO TORO FCH-H-FIPT AUTOMATIC FLUSH _ INSTALLED AFTER DRIPLINE LATERALS\ VALVE HEAT BRAND"ARV"ONTO LID. -I I I-I I I-I I I—_I I I—I I I—I I I—I I I—I I I—I 4 TUBING INSTALLATION PLASTIC ROUND VALVE BOX,6"SIZE -III- ll I III II I III DRIP I -III-III \\ PVC HEADER HEAT BRAND"FV"ONTO LID. DRIPLINE BLANK LATERAL SIZE PER PLAN i— FINISHED GRADE IN SHRUB AREAS "•'-DRIP TUBING MIN.SIZE 3/4" — IN. PVC HEADER "' I .. I FINISHED GRADE IN SHRUB AREAS III-I I III-III III III-I I I ~-AMMENDED SOIL* AIRNACUUMRELIEF VALVE — MIN.3/4"SIZE F — — N. BRING SOIL LEVEL FLUVALVE2" I III-III III III-I I III-III III TO 4.5"BELOW - SH- _ _ FINISHED GRADE SUBSURFACE DRIP TUBING -III-I I -III-III-III-III-I I -�PRIOR TO DRIP _ _ _ _ TUBING INSTALLATION PVC SCH 80 CLOSE NIPPLE I—I I I—I I I—III—II I—I I I—I I I—I I I—I 1 (— WIRE STAKE —D RIP RCV ASSEMBLY O SECTION VIEW-N.T.S. PVC LATERAL / •--PVC LATERAL LINE PIPE CONNECTION TO PVC LATERAL—J O O -t— BRICK SUPPORTS RECOMMENDED INSTALLATION: 'AS PER LANDSCAPE DRAWINGS SEE LEGEND FOR TYPE DL 2000 IN-LINE TUBING IN ROWS 9 INCHES ON CENTER ON LEVEL TO INSURE EVEN PARALLEL AND LEVEL TUBING ROWS IT IS RECOMMENDED THAT GROUND. —BRICK SUPPORTS LANDSCAPE FABRIC THE SOIL LEVEL IN THE PLANTER AREAS BE BROUGHT TO 4.5"BELOW FINISHED 3/4"ROCK,1 CUBIC FT. 3/4"ROCK,1 CUBIC FT. GRADE AND PROPERLY COMPACTED AS PER THE LANDSCAPED DRAWINGS PRIOR INSTALL DRIP FLUSH VALVE PER DETAIL AT THE END OF EACH TUBING SECTION PER PLAN TO THE INSTALLATION OF THE TUBING. INSTALL AIR RELIEF VALVES PER DETAIL,AT HIGH POINTS OF EACH TUBING SECTION PER PLAN. 1/2"PVC TEE(SxSxT)WITH TORO CA710 RUN AIRNACUUM RELIEF BLANK TUBING LATERAL ALONG HIGH POINT OF MOUND OR BERM. PVC ELL SCH 80 SXT ATTACH ALL IN-LINE DRIP TUBING TO BLANK LATERAL.MORE THAN TWO RELIEF VALVES MAY COMP.ADAPTER INSTALL TUBING AS INDICATED ON THESE DRAWINGS AND SECURE TO GRADE USING NEED TO BE NSTALLED PER SECTION LANDSCAPE FABRIC SECTION VIEW-N.T.S. WIRE HOOP STAKES AT 5 FEET ON CENTER SPACING. ® 2Xf/ha"h•+,Dods,k BACKFILL FINAL 4.5"OF SOIL/BARK MULCH OVER THE TUBING AFTER SECTION VIEW-N.T.S. INSTALLATION OF THE TUBING AND OBSERVATION BY THE OWNER'S AUTHORIZED REPRESENTATIVE. i �K DRIPLINE CONNECTION(SECTION) LO DRIPLINE CONNECTION(PLAN) OM DRIP FLUSH VALVE ON DRIP AIR RELIEF VALVE LOW VOLTAGE WIRES,3 MAXIMUM ' '• •• '' ' �' WIRES PASS THROUGH GROOVES IN FINISH GRADE °+ PAVING CONCRETE THRUST TUBE LID TO ALLOW LID TO CLOSE III —I —CLOSE TUBE LID AFTER WIRE — BLOCK,TYPICAL .;?: :III—III- LEAN COMPACTED BACKFILL IS INSERTED INTO TUBE C CO — - SAND BACKFILL COMPACTED TED _ — — — — — - - - MAINLINE PIPE � T THE DENSITY OF —III—I — Q . . . . . . . . . . . :III-1 I I. III—III= III—I C e EXISTING SOIL _ ..p............. — — LATERAL LINES,SEE SPECS. = LATERAL LINES — — - -I it1=� — IN SCH 40 SLEEVE POLY TUBE PRE-FILLED WITH =III—III- :.�.�.�.�. IIIIII- WATERPROOF GEL UNDISTURBED SOIL `I — III—I �• I—� CONTROL WIRES,SEE SPECS. I I ( I I—I I :••::•• — - — — — - CONTROL WIRES — — IN SCH 40 SLEEVE LOCK TABS PREVENT WIRE REMOVAL -11 I—I I I—I I I .............. ".'.'.'.':.::: '.'.'.' I I I—I I I- ONCE CONNECTOR IS INSERTED —�+— UNDISTURBED SOIL III III '•'• I—III—I— 45 DEGREE ELL 90 DEGREE ELL —I I I—I I I—.••.••.•:•.• (—III-1 �_ — : III—III- UNDISTURBED SOIL PRESSURE MAINLINE,SEE III I I III.,':••'•• •.•'•:.•'.'•.:::':: :'• •...':'•::.. — — — - -I I I—I I I—I I( _= SPECIFICATIONS —I I (—III = = PRESSURE MAINLINE SCOTCHLOK ELECTRICAL SPRING -� - :..•;'•:•; — _ IN SCH 40 SLEEVE CONNECTOR. WIRES SHALL BE THRUST BLOCKS TO BE �--- CONCRETE THRUST PRE-STRIPPED OF 1/2"OF THE I—I I �•..�•`•.•'.'•.':'•��•.•.•�•••':•:�'.�:••'••.'.••••�•'.•' .•. III—I I I- :III—III—III—III—I —I I—I I—III—III — — — 1 CUBIC FT of CONCRETE BLOCK,TYPICAL PVC CESLEEVES THE DIAMETER INSULATION PRIOR TO INSERTION TW INTO THE CONNECTIOR. TWIST [I I (— I I—III—III—III—III—) I I—III—III- CONNECTOR ONTO WIRES TO THRUST BLOCKS TO BE T MAINLINE PIPE OF THE PIPE OR WIRE SEAT FIRMLY. USED FOR 3"AND SECTION VIEW-N.T.S. BUNDLE CARRIED. SCOTCHLOK CONNECTOR AND WIRES LARGER PLASTIC PIPE SECTION VIEW -N.T.S. ®��s�i+�� DETAIL ALSO FOR PIPE INSERTED INTO TUBE UNTIL THE ®�2W�+�•+� CONNECTOR PASSES LOCK TABS INSTALLED IN ROCK SOIL. WRAP PLASTIC FITTINGS I f UNDISTURBED SOIL USING BLACK PIPE TAPE I DIMENSION A B C DIM=NSION A B C D SECTION VIEW-N.T.S. ©'NOTE: "wwS."k- -.,W. ALL CONCRETE TO BE 1/2"TO 2-1/2"IN SIZE 18" 12" 4" 1 1/2"TO 6"IN SIZE 36" 24" 24" 4" WIRE CONNECTOR SHALL BE A 3M DBY-6 DIRECT BURY SPLICE KIT. PORTLAND CEMENT 420-C-2000 TEE 3"TO 6"IN SIZE 24" 4" KIT SHALL INCLUDE A SCOTCHLOK Y SPRING CONNECTOR,A POLYPROPYLENE TUBE AND A WATERPROOF SEALING GEL. TUBE SHALL BE SUPPLIED PREFILLED WITH GEL. SECTION VIEW-N.T.S. DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT 2-3#14 OR 2#12 PRE-STRIPPED COPPER /�• WIRES.LARGER WIRES OR GREATER QUANTITIES OF WIRES SHALL REQUIRE A LARGER APPROVED WIRE CONNECTION. O O PIPE INSTALLATION Cp ! SLEEVE INSTALLATION Q WIRE CONNECTION R THRUST BLOCKING O O � .• � /,"l, , e MICHAEL D GRTISl �� d1'� u 1,,4�• F" N ;. 3 is E ^ rl 9 �d G e3 R to u P � .. ,# %ox p 4950 W. KENNEDY BLVD, SUITE 600 11-21-14 MD — . ATLANTIC BEACH FL MAYPORT RD TAMPA, FLORIDA 33609 MDG PR ESSIOTEC�P� s Phone: (813)379-4100 REV. DATE DR DESCRIPTION No�errivera4 2a1� — 4 IRRIGATION DETAILS Fax: (813)379-4040 CHK FLORIDA LICENSE-No.6666871 w FLORIDA BUSINESS CEQOF AUTH275,2 ThomasEn ineerin Grou •Com DOCUMENT CONTROL Tr> :- & •La PROJ. NO. FT140062 DWG. NO. L-5.0 E" GENERAL NOTES. 3/16,x* 11 1 2 2.5 3 4 5 1. FOUNDATION DESIGN FOR AN ALLOWABLE NET SOIL PRESSURE OF f I 30'8" 15'8" 15'0" 30'8" 19'10" 2500 PSF. x x-x-x-x-x-x "v 0 Ofi�i 2. ALL CONCRETE WORK SHALL BE 3,000 PSI MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS.ALL WORK SHALL CONFORM TO ACI-318, �\j�� 3' 1" 4'0" 41-01f 4--0- 4'-0" 3--o' LATEST EDITION. 3. REINFORCING STEEL SHALL CONFORM TO ASTM A-615,GRADE 60. SAWN JOINT (S.J.) 2'-0" 2'-0"2'-0" 2'-0"2'-0" 2.-01.12.-0"1- 2'-0"2'-0" 2'-3" 9" SUBMIT SHOP DRAWINGS FOR APPROVAL.BAR SPLICES SHALL BE - CLASS"B"LAP SPLICE.MINIMUM LAP SPLICE SHALL BE 48 DIAMETERS U.N.O. SCALE: 1 1/2"=1'-0" A COL. ;x -_.__ - - _____ `-"-" --__-_ - ___-_�- _ COL. A 4. CONTRACTOR SHALL PROVIDE SOIL COMPACTION TEST AND _ _ _ _ r, REPORTS BY AN INDEPENDENT TESTING LABORATORY.COST OF - --- -- --- --- - ---- -- ----- - -- --- - -- �- --r -L-J- Z -L TESTING SHALL PE PAID BY OWNER. FILL SHALL BE COMPACTED TO C> 3 O2II I 9 A MINIMUM OF 95%OF THE ASTM D 1557 MAXIMUM DRY DENSITY. A I A I TEST SHALL BE PERFORMED ON EACH 8"LIFT FOR MASS FILL OR o N I F1.0 F2.0 TYP. FAUX B F1.0 F2. F1.0 F2. i INCREASE OF FILL @ 1 TEST/2500 S.F.REF.SOILS REPORT BY TIERRA PILASTERSF1.0 F2. I 5 0 SOUTH FLORIDA,INC.DATED SEPTEMBER 29,2014.REFERENCE _ S.J. -L- - - - I - I - - -1- - - - - I - - - - - - - � - - GEOTECHNICAL REPORT AND SPECIFICATIONS FOR ALL OVER - - - - - - - - - - - - - EXCAVATION REQUIREMENTS,FILL MATERIAL REQUIREMENTS AND A.^ COL. o I rA I FILL MATERIAL PLACMENT/COMPACTION. �F `" I I I I I I I I I F1.0 F2.0 5. VAPOR BARRIER SHALL BE 10 MIL.THICKNESS,MIN.STEGO WRAP BY <E> I I I I I I I I I N STEGO INDUSTRIES OR EQUAL.JOINTS SHALL BE LAPPED 6"AND TAPED.(MAX.PERM.RATING OF 0.5)REQUIRED UNDER ALL SLAB ON AI C6 C6 cn I v�I cn I vi I C6 I cn uj I I GRADES. F1.0 F2. �- _ S J _ _ _ _ _ _ i _ _ _ _ ->- _ _ _ _ �_ _ _ _ _ I _ _ _ _ -I- _ _ _ _ _ _ _ _ _ _ _ _ _ _ 6. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON THE FOLLOWING: 1. REINFORCING STEEL 4'10° I I 4 IO" I I 4 Ip I I 2. CONCRETE MIX DESIGN o> COL. _ I "' �o r -71O� q A.9 I � u') I S.J. I o I I o I I o N = COL. B) 0 - - I- - ❑ - - -I- - - -I- - ❑ o r+ J L J L CV O I O I I I O I I O I I I I I I I I I I I I I in I S.J. I I I I I I I F1.0 F2.O 4" THICK CONCRETE WITH 6x6xW2.9xW2.9 OVER 10 MIL. VAPOR o N 0 cy 0 cy 0 0 I ' ' ' BARRIER - FIN. FLR. ELEV. - SEE SITE PLAN (REF. GEOTE HNICAL ' I I I N o COL.'' B"5 ° � c a cn F� I I I I I o `� 3l4 Q1 A3O7 A.B. 3/4 O A3O7 A.B. 3/4 0 A3O7 A.B. I REPORT AND SPECIFICATIONS FOR FILL MATERIAL ) - °° " Q " a " I I I I I D I S.J. _ I I - I I _ _ F1.0 F2.O 0 I I I I I I I I I 50 I o 4 4 4_pll 4'0" w I I I I I I I -0" g 5' p Lu I I I I I I I I I I I w W QLu g, I S.J. I b ❑ _ I - I o ❑ _ I I_ o _ ❑ - - _ _ ii o COL. C.1 COL. _ I N _ - - - - - - -I- - - - -,- - I o C Lo L J L J L J L, N p' HEAVY HEX NUT I i O I O I i 0 TACK WELD TO BOLT I I I I I I I I I I A I HEAVY HEX NUT o S.J. I TACK WELD TO BOLT - - F1.OF2.0 -r-- - - - - � - - - - I - - - - -I- - - - - -1- - - - - - - - - -r - - � - I - - - - r - - - HEAVY HEX NUT TACK WELD TO BOLT I A O I I i I 1.0 F2. I N I INTERIOR COLUMNS TYPICAL X-BRACE LOCATIONS I I I I I I I I C.6 COL. o _ S.J. _ I I ' TYPICAL ANCHOR BOLT DETAILS A TYP. FAUX B A o N SCALE: NONE F1.0 V-0 I I F1,0 F2. PILASTERS F1.0 F2.0 O I I O I O I I - C I O I O D COL. - - - - - - - - - - - - COL. D _.___ Y V-1" 2'40" 2'-0"2'-0" 2'4"2'-0" 2'-0"2'-0" 2'-0"2'-0" 2'-3" 9- T-l" 4'0" 4'-0" 4'-0" 3'-0" m 2 0 0 0 0 0 0 U U U U U U ' U STRUCTURE PLACEMENT 0 30'-8" 30'-8" 151-o" 16-3" 191-10, PER APPROVED SITE PLAN F00- ) d IS NOT VERIFIED BY ANY io 1 2 3 3.5 4 5 STANDARD COUNTY INSPECTION 0 111'-10" CDQ N FOUNDATION PLAN r N SCALE: 1/8'=1'-0" N T N C C6 a c 0 m c Z 0 u- 0 T L `VViiYY 0-A U t6 U U C f>3 M �b L't E11.21.14 DGH TEL -ik, ATLANTIC BEACH, FL J . REV. DATE DR DESCRIPTION L 3901 SPRINGHILL AVENUE CH FOUNDATION PLAN MOBILE,ALABAMA 36608 DOCUMENT CONTROL (251)M4-7073FAX(251)343-917s PROD. NO. 1405-137 DWG. NO. F-1.0 A D 1 18"x18"x51/2"DEEP BLOCK-OUT A D 1 5 FOR COLUMN RECESS 1'-1" (2#5 CONT.@ REF.SITE 9.1 3" STOREFRONT STEEL BASE PLATE AND " SLAB EDGE EXPANSION JOINT COLUMN.SEE SHEET S-2.0 3 6x6xW2.9xW2.9 SLAB EDGE S CSJ 16 GA. 5 5/8" FOR BASE PLATE DETAILS STUDS @ 16"O.C. POUR FLUSH AT ENTRY 6"CSJ 16 GA. STUDS @ 16"O.C. i i 1/2"0 @ 24"O.C.2'-0"LONG FIN.FLR.ELEV. GREASE AND CAP ONE END " CMU VENEER-REF. (SEE SITE PLAN) SLOPE 1/4/FT. I I I I ARCH.DWGS X—X x— —X X— X- x SAWN JOINT-SEE PLAN CMU VENEER-REF. I I I I _ ARCH.DWGS I I I — — — / PAVING-SEE SITE PLAN w VAPOR BAR.(TYP) �i� cn - #4 TIES 24"O.C. I � \�\\\\\ w (2)#5 CONT. ao #4 @ 24"O.C. 6"CMU FILL BELOW I I _ COLUMN RECESS DETAIL I FILL BELOW I I (2)#5 CONT. GRADE VOIDS I I 6x6xW2.9xW2.9 FIN.FLR.ELEV. 2 CONT.w/#4 GRADE VOIDS I I 6x6xW2.9xW2.9 FIN.FLR.ELEV. WITH CONCRETE _ (SEE SITE PLAN) "U"BAR @ 24"O.C. (1#5 B C WITH CONCRETE (SEE SITE PLAN) GRADE/SIDEWALK —x—x �r SEE SITE PLAN —•—•—• TOP CONT.(3)SIDES 10 GRADE/SIDEWALK = TOP&BOT. �—X—x (2#5 CONT. 10" PROVIDE 18"x18"x51/2" SEE SITE PLANll: VAPOR BAR.(TYP) J DEEP BLOCK-OUT FORco o THICKEN SLAB OVER FOOTING w/ FILL w/CONC.AFTER COLUMN RECESS SEE ao Z VAPOR BAR.(TYP) #4 TIES @ 24"O.C. VAPOR BARRIER IN BETWEEN COL.PLACEMENT ( ( l'-3" 9 1. TYPICAL DETAIL) #4 TIES @ 24"O.C. #4 @ 24"O.C. eo VAPOR BARRIER(TYP.) #4 @ 24"O.C. c o 2'-0^ 5 6x6xW2.9xW2,9 - (2)#4 CONT.wl#4 FIN.FLR.ELEV. q "U"BAR @ 24"O.C. (SEE SITE PLAN) - (2)#4 CONT.wl#4 t^ "U"BAR @ 24 O.C. C V X X X X X X ,.:.; }: X X X X X (2)#5 CONT. SECTION O I (2)#5 CONT. EXPANSION JOINT N SCALE: 314"=l l-0" F1.0 F2.0 (2)#5 CONT. 6 5/8" �' ``3 1'-1" 1'3" POUR FLUSH AT ENTRY q U FIN.FLR.ELEV. 1/2"0 24"O.C.2'-0"LONG 2'-4" GREASE AND CAP ONE END (SEE SITE PLAN) (5)#5 EA.WAY o 2'_011 x—x X X— X co SECTIONrB VAPOR BAR.7 • M 21011 21011 (TYP) F1.0 F2.0 1 SECTION A SCALE: 3/4"=11-011 - 4-0 SCALE: 3/411=1 1-011 F1.0 F2.0 N #4 TIES @ 24"O.C. ' co #4 @ 24"O.C. 6"CMU (2)#4 CONT.w/#4 "U"BAR @ 24"O.C. FOOTING ___o • SCALE. 3/4"=V-0 (2)#5 CONT. oCL: C)U 1'-011 2'-3" 1 5 SECTION D SCALE: 31411=11-011 F1.0 F2.0 A D 1 5 CV _3 (V � io � U � U I M 3" 1'-1" � 1 � 1 = 1 1/2" I I 1 1/2" = N 2" q CLR. CLR. #4 TIES @ 8" CLR. V-8" F 771 L 1117- #4 TIES @ 8" O.C.VERT. I COL. 3" O.C.VERT. —— N 1111 .1 8,1 11.011 (8)#5 DOWELS (g)#5 DOWELS #4 TIES @ 4" 1 1/2" 1'-2" 11211 r— ——— O.C.VERT. 1 q CLR. #3 TIES @ 4" O.C.VERT. PEDESTAL DETAIL (a)Al PEDESTAL DETAIL A5 = I I 3" l'-T' 6" —— (8)#5 DOWELS A 5 � — — — — 2" I I CMU VENEER-REF. 0I —J 3" 1'-1" 11.211 V-2" o CLR. I I I I I I I ARCH.DWGS PEDESTAL DETAIL U 3" 11" (8)#5 DOWELS (8)#5 DOWELS 11„ L__ ___ I I 8"METAL STUD -- (8)#5 DOWELS I I I I I FRAMING —� 2 #4 TIES @8" __ � I I I I A D 1 5 • r #4 TIES @ 8" O.C.VERT. N I I PROVIDE 16"x16"x8"DEEP C? I I CLR. 1 1/2" O.C.VERT. 1 1/2" I I BLOCK-OUT FOR COLUMN 9" RECESS(FILL wl COLORED 3^ N CLR, I . . 'I CLR. N PEDESTAL DETAIL ( I o _ _ COL. - I I I I I I CONCRETE TO MATCH SLAB) SLAB EDGE N 1 112" I D – —� �-- _ D TS 10x6xl/4 a q CLR. #3 TIES @ 4" L —J L_— 3/4" A.B. #5 CONT.TOP&BOTTOM TS 6x6xl/4 O.C.VERT. I I #5 EACH SIDE OF PILASTER o _ _ I I PROVIDE 8112"x18"x8"DEEP BLOCK-OUT __ =' - 6x6xW2.9xW2.9 I I I 114"EXPANSION JOINT(TYP.) FOR COLUMN RECESS(FILL w/COLORED o (8)#5 DOWELS "' `' 48"LG.#5 @ I I �, 1 5 COLUMN I I I I (1)#5 CONT. CMU VENEER-REF. CONCRETE TO MATCH SLAB) o PEDESTAL DETAIL I I I SIDEWALK. SEE SITE PLAN. ARCH.DWGS #5 CONT. FIN.FLR.ELEV. I I SLOPE 1/4"PER FT. < A D 5 PEDESTAL DETAIL(c-D D1 1 A D PEDESTAL DETAIL D5 FILL BELOW 2 SEE SITE PLAN I 6x6xW2.9xW2.9 m - °;f GRADE VOIDS cV 91, 11111 it x x-x-x X- x-x x • FIN.FLR.ELEV. 3 3" 00 (SEE SITE PLAN) `r SLAB EDGE SLAB EDGE 1 GRADE/SIDEWA WITH CONCRETE LK x x—x—x—x—x coi FILL BELOW GRADE VOIDS SEE SITE PLAN ' - N TS 6x6xl/4 TS 6x6xl/4 I WITH GROUT co SEE PEDESTAL DETAIL FOR VAPOR BAR. TYP PROVIDE 8112"x18"x8"DEEP BLOCK-OUT ' PROVIDE 8112"x18"x8" IEEP BLOCK-OUT - I CONC.PEDESTAL.SEE i (TYP) FOR COLUMN RECESS(FILL w/COLORED FOR COLUMN RECESS FILL w/COLORED DETAIL FOR REINFORCING REINFORCING AND SIZE (3#5 CONT. aa) CONCRETE TO MATCH SLAB) CONCRETE TO MATCH LAB) AND SIZE (2)#4 CONT.w/#4 06 CMU VENEER-REF. - CMU VENEER REF. (2)#4 CONT.w/#4 q "U"BAR @ 24"O.C. `n #5 CONT. ARCH.DWGS #5 CONT. "U"BAR @ 24"O.C. (3)#5 CONT. o ARCH.DWGS m 6x6xW2.9xW2.9 ` 6x6xW2.9xW2.9 (1 5 (3 5 CONT. FILL BELOW FILL BELOW o GRADE VOIDS - FIN.FLR.ELEV. GRADE VOIDS IN.FLR.ELEV. `'' 2'-3" 2'-1" o a WITH CONCRETE (SEE SITE PLAN) WITH CONCRETE SEE SITE PLAN) o: D o GRADE I SIDEWALK x x— x— x— GRADE/SIDEWALK x X—X—X U 9 T-3- GRADE 4'4' M 1 " SEE SITE PLAN SEE SITE PLAN VAPOR BAR.(TYP) Z VAPORBAR.(TYP) 4 0" GENERAL NOTE:: co z SEE PEDESTAL DETAIL FOR co SEE PEDESTAL DETAIL FOR REINFORCING AND SIZE I REINFORCING AND SIZE (3)#5 CONT. (3)#5 ONT. FOOTING FOOTING CONTRACTOR TO REFERENCE GEOTECHNICAL _ (2)#4 CONT.w/#4 (2)#5 CONT. _ (2)#4 CONT.w/#4 (2)#5 ONT. REPORT AND SPECIFICATIONS FOR ALL CUT AND O n n n O n n n 5 U BAR @ 24 O.C. - U BAR @ 24 O.C. SCALE: 3/4"=V-011SCALE: 3/4"=l'-0" FILL MATERIAL REQUIREMENTS AND PLACEMENT. U • • a) U C O O U � a U as U � U � � rco 9.. 21.3, 1'1" 2'-3" a 31.0.1 3, 11 . 1hS4' e" A 1w,` :';` .s_ a046 io_l F } ATLANTIC BEACH, FL FOOTING FOOTING 1121-14 DISH TEL " I . 2 3 REV. DATE DR DESCRIPTION �� .::.: FOUNDATION SECTIONS & DETAILS SCALE: 314 =1 -0 SCALE: 3/4"=11-0113901 SPRING HILL AVENUE CH �'`'� MOBILE,ALABAMA 36608 DOCUMENT CONTROL .9" (251)344-7073 I FAX(251)343-9179 r PROJ. N0. 1405-137 DWG. NO. F-2.0 E 111'-10" ZONE 2 ZONE 3 GENERAL NOTES: A 5 35.9 PSF(ASD) 55.8 PSF(ASD) 1. STRUCTURAL STEEL SHALL BE IN ACCORDANCE w/ASTM A36,WITH 36 30'-8" 15'-8" 15'-0" _ 30'-8" _H 19'-10" KSI YIELD STRENGTH,AISC STANDARD CODE LATEST EDITION.U.N.O. 36608 ` w o 0 0 o J J STEEL WF SHAPES SHALL BE A992,GRADE 50. 0 0 0 �, C) o o W ZONE 1 (3)ROWS BRIDGING ¢ 1.56 22 GA.MTL.DECK 2. STRUCTURAL STEEL BOLTS SHALL BE IN ACCORDANCE w/ASTM A325, F A I I TOP&BOTTOM CHORD 19.9 PSF(ASD) HIGH STRENGTH BOLTS. 3" (TYP.EACH BAY (2) I F T' o0 3. OPEN WEB ROOF JOIST SHALL BE DESIGNED IN ACCORDANCE w/THE cl-o S3. S1.0 S3. ROWS @ 20'-0"BAY) S1.0 S3. "JOIST NET UPLIFT PLAN"AND SHALL BE DESIGNED TO HANDLE AN N\a N\� ��, "X"BRACE \� \� moo+ �.��, oi- off'` o.�'�\ 8' ADDITIONAL 1500 LB.AXIAL TENSION AND COMPRESSIVE LOAD ON FACE I STUD `' �5`O `g`a �� REF.S-2.0 ��o� �, THE TOP CHORD DUE TO WIND AND SEISMIC. ADDITIONALLY THE W18x35 SLOP W16x26 SLOP W16x26(SLOPED) FACE/STUD COL. = ' lWl8x35 SLOPED W16x26 SLOPED JOIST SEAT SHALL BE DESIGNED FOR A 1500 LB.FORCE ACTING LA • ' �� ' -. PARALLEL AND FORA 600 LB.FORCE ACTING TRANSVERSE TO THE .,;;.... .. .. .. : ... . . ... .. ._..._... .-: .... :;;;-::• COL. X X X X X `" X X M X A T N ET U P L I FT PLAN JOIST SEAT DUE TO WIND AND SEISMIC. OPEN WEB JOIST SHALL BE w o "' SCALE: NONE ALLOWABLE PRESSURE(PSF) BY VULCRAFT OR AN APPROVED EQUAL. M � j 4. STRUCTURAL WELDS FOR STEEL MEMBERS AND ROOF JOIST SHALL I DECK SCREW PATTERN BE IN ACCORDANCE w/AWS STANDARD CODE,LATEST EDITION,70 KSI X �\°` I I I I I I i I I I I PATTERN ELECTRODES. II 36/5 w/SCREWS 5. STRUCTURAL STEEL SHALL HAVE ONE SHOP COAT OF PRIMER, COL. MINIMUM 2 MILS(DFT). A.4 I I I I I I I I I I I ZONES 1, 2 &3: PROVIDE#12 SCREW @ 6"O.C. #10 @ 8 O.C.@ SIDELAPS 6. ROOF DECK SHALL BE TYPE 1.513 22,(AS NOTED ABOVE)BY o I I I I I I ( I I Y I I + " VULCRAFT,OR APPROVED EQUAL. OD ( I I I I I I I I I 1 x N AS OPTION,PROVIDE HILTI ENP2K-20-L15 0 0 0 PINS PER PATTERN ABOVE 7. CONCRETE MASONRY UNITS(CMU)SHALL BE IN ACCORDANCE � I I I ' I I I M I I I M I I w/ASTM-C90.REINFORCING RODS SHALL BE IN ACCORDANCE WITH G D ASTM A-615,GRADE 60. MASONRY MORTOR SHALL BE TYPE-M"OR S1.0 S3. I I I I I ( I I I I I S1.0 S3. "S"IN ACCORDANCE w/BUILDING CODE.F m=1900 PSI o��\� 8. EXTERIOR METAL FRAMING SHALL BE MINIMUM OF 16 GA.CSJ METAL STUDS /14", 16 GA.TRACK AT TOP AND BOTTOM.8"METAL STUDS TO BE MINIMUM 14 COL. TYP 1.0S3. GA.CSJ STUDS.MINIMUM YIELD STRENGTH FOR ALL EXTERIOR METAL FRAMING TO BE 50 KSI.ALL STUDS,TRACKS,BRIDGING AND ACCESSORIES A.9 s� �y1 I I I I SHALL BE FORMED FROM STEEL HAVING A G60 GALVANIZED COATING COL. TYP E I I I I I I I I B MEETING THE REQUIREMENTS OF ASTM A525.ALL STUDS OVER 4'-0"IN LENGTH TO BE BRIDGED AT MID-SPAN.BOTH STUD FLAGES MUST BE S1.0 S3. I I I I I I I I ATTACHED TO TRACKS w/#12 TEK SCREW. J 9. DESIGN INFORMATION: s1.o s3. I I I I I I I I I I I q N coo M I I I I I s LL BUILDING CODE 2010 FLORIDA '� BUILDING CODE BASIC WIND SPEED Vult=130 MPH Y o �0 1 I I ° I Z i I ° I EXPOSURE CATEGORY C CN 9 o o I " I I c`n7 I I _ �P' ZE% " " GROUND SNOW 0 PSF =-W I I I "' I 1 9 I s1.o s3. I I 9 I M - - - COL. LIVE LOAD 20 PSF* B•5 co *REDUCED AS ALLOWED BY CODE M o a I N �, I I I I N �, I I I NCAD I L4x4x1/4"@ I °° o o I ¢ I I I I a I I I Lli 0 I ROOF HATCH I �s� SEISMIC IMPORTANCE FACTOR 1.0 3 I � I I I I � I I 1 1 (TYP.) I �s��i SITE CLASS D _ SEISMIC DESIGN CATEGORY B to Ss 0.146 ;. o Sl I 62 � Sds o.�5s ``\ I I I �h+'`\ I I ��6��.\°� sd1 0.099 s� �.� 1 SEISMIC-FORCE-RESISTING SYSTEM STEEL CONCENTRICALLY BRACED FRAMES COL. r+ DESIGN BASE SHEAR 7.9 KIPS C.1 COL. _ I I I i i t 1 I i i I I I i -i RESPONSE MODIFICATION FACTOR(R)3.25 i I I I i i I I ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE H I I I s� I 1 LIP, 10. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS SUBMITTALS S1.0 S3. OF THE FOLLOWING: 1 I I I I I I I I I v 1. STRUCTURAL STEEL FABRICATION i I I I I I I I � z. BAR JOIST 0 3. METAL DECK G I I I Z I I I Z I I I E rD 4. REINFORCING STEEL s1.o s3. ,,N� I I I 0 CD TYP.. 5. METAL STUD FRAMING CN `o I I I s1.o s3. I I s1.o s3. N C.6 COL' to - I i I I I I M LU � N . I CIP cn X �,\°� Nor *. M X X �� X M X X X " X �� X "' X �5 COL. - - p `" COL. FACE/STUD W18x35(SLOP W18x35(SLOPED) W16x26 y ED) W16x26(SLOPED) W16x26(SLOPED) FACE/STUD MECHANICAL ROOFTOP UNIT D c•, 3" C "X"BRACE 3" M (3)ROWS BRIDGING REF.S-2.0 F ROOF PENETRATION 3l8"0 THRU BOLT-(2)@EACH FOR HVAC RTU CORNER OF UNIT-(8)TOTAL o CROSS-BRIDGING S1.0 S3. TOP&BOTTOM CHORD S1.0 S3. o ROOF CURB @ FIRST SPACE AS I (TYP.EACH BAY-(2) I I I I ~ w o SHOWN(TYP.) Jo ROWS @ 20'0"BAY) J _j c= SCREW ROOF CURB TO a " 0 0 0 0 0 ANGLE w/#12 TEK @ 6"O.C. 30'-8" 30'-8" 15'-0" 15'-8" 19'-10" BAR JOIST SEE PLAN FOR SIZE cu 1 2 C3) 3.5 4 5 U 0 111-10" • "- L4"x 4"x 114" a ROOF FRAMING PLAN o SCALE: 1l8"=1'-0" N Q M 111'-10" 0 NEW L1 1/2"x 11/2 x 1/4" LOCATE UNDER 4"L's AND N 4 5 WELD TO PANEL POINT ON N 30'-8" 30'-8" 30'-8" 19'-10" BAR JOIST-FIELD LOCATE T NOTE: I a 1. LOCATE ANGLES @ I c I CONDENSER FRAMING BAR JOIST REINFORCEMENT ro i i I TOP OF PARAPET I I SUPPORTS. F BEYOND I I 2. REFERENCE STEEL JOIST I AND HVAC SUPPORT (TYP.)0 TOP/STEEL SHOP DRAWINGS FOR µ TOP/STEEL LOCATION REQUIREMENTS. „_ , �°o +20'-0"A.F.F. +20'-0"A.F.F. o JOIST(SEE ( SCALE* 1 -1 -0 IL TOP I STEEL PLAN) 6 +18'-0"A.F.F. TOP/STEEL 3 +15'-4"A.F.F. 7 BEAM(SEE JOIST(SEE JOIST JOIST(SEE JOIST JOIST PLAN) PLAN) GIRDER PSN) GIRDER GIRDER BEAM(SEE U) PLAN) �- COLUMN �-- COLUMN COLUMN COLUMN COLUMN (SEE PLAN) (SEE PLAN) (SEE PLAN) (SEE PLAN) (SEE PLAN) - 3 1 1 1 .. = 3 m S1.0 S3. S1.0 S3. S1.0 S3. 51.0 S3. S1.0 S3. - M � FIN.FLOOR aa) IN.FLOOR '09,&�I oLo 00 el � 11-21-14 DGH TEL ATLANTIC BEACH, FL BUILDING FRAMING SECTION l REV. DATE DR DESCRIPTION ��; '� 3901 SPRING HILL AVENUE CIH ;,y r` -, d y: ROOF FRAMING PLAN L 4, SCALE: 118"=1'-0" (251)344-7073/LFAX(251)343-9179 DOCUMENT CONTROL =>`, t, PROJ. NO. 1405-137 DWG. N0. S-1.0 86'-6" AAA A.9 CA C.6 D 10'-9" 16'-0" 33'-0" 16'-0" 10'-9" 0 Cl > > 111'-10" Luo 0 0 0 0 ow `UE 8"14 GA.CSJ J H � 1 2 3 3.5 4 5 N-0S3.0N.0 S3.0 " � �� 311 METAL STUDS 3„ 30'-8 30'-8 15-0' 17-3 19'-10 16"O.C. - @ o � +28'0"A.F.F. F_ m TS 6"x6"x1/4"STUBCOL.WELDED TO 20'-0" 9'-2- _ I BEAM w/(2)114 FILLET WELDS x 5 J J -j J J J Im I TS6x6x114"STUB COL. REF.TYPICAL DETAIL FOR 0 LONG w/114"WEB STIFFENERS @ 00 00 0 00 0 0 0 w OL TOP/BEAM 7 TYP. WELDED TO BEAM 8 STUD CONNECTIONS LL EACH SIDE OF BEAM(TYP.) TS 6"x6"x1/4"STUB COL.AT EACH 7 TYP. +23'4"A.F.F. S2.0 S3. 1 G @ ai SIDE OF HIGH PARAPET c~n REF.TYPICAL DETAIL FOR @ 6-0 O.C.(MAX) TS10x10xl/4 S2.0 S3. S2.0 S3.0 X-BRACE 6"CSJ MTL.STUDS,16 GA. S2.0 S3. STUD CONNECTIONS @ 311 OL TOP/STEEL TOP/STEEL TOP/STEEL 3" AT 16"Q.C. TOP/STEEL C6x8.2(CONT.) X-BRACE +20'-0"A.F.F. +20'-0"A.F.F. +22'-0"A.F.F. (CONT.) (CONI) TOP/STEEL +20'-0"A.F. . C6x8.2 - 7 1 O C6x8.2 C6x8.2(CONT.) C6x8.2 CONT. C6x8.2 CON �� +20'-0"A.F.F. OL TOP/"BEAM S2.0 S3. W16x26 W16 6 18'0TOP/'A.F.F.�' +8'2 B/2AA.F.F. +18-0 A.F.F. r W16x26 W16x26 W18x40 W18x35 W18x ` 6 W16x26 W16x26 W16x26 TOP/BEAM 6 �N _ +15'6112"A.F.F. S2.0 S3. S2.0 S3. 5/ �' / h CENTERLINE/BLOCKING �b oL BOTTOM/ BOX BEAM 1 _ K.TOM/BOX BEAM +11'-5"A.F.F. ;c _ _ [ _--_-_-_ ____ __ `__ h __ - _. �_ _.�_ j co +10'-0"A.F.F. a 8"BOX BEAM TS10x10xl/4 +10'-0 3/8"BOTTOM 8"BOX BEAM +10'0"A.F.F. ' co co co co cn _ x ti. _Y r ( ) �r Q ¢ X CENTERLINE I BLOCKING x < o X m HEADER mijs _.AND 318 PLATE(BOTTOM) m HEADER m X X +10'-3"A.F.F. �- x 0 CQ X _l 16 GA.BLOCKING FOR o 0 0 v `. { c ��`'/ \ m m ia'- 1,4 CANOPY(TYPICAL)- m " m / \ TOP I BOX BEAM `^�`.",. �..� ^ ^ ; V oL TOP I BOX BEAM cl) 6 BOX BEAM m 6 BOX BEAMco +4'0"A.F.F. CENTERLINE @ 11'-5"AFF A �., 6"12 GA.BOX �` +4'-0"A.F.F. S2.0 S3. FINISH FLOOR BEAM(TYP•) _ FINISH FLOOR FINISH FLOOR ot FINISH FLOOR 0'-011 -_ 0'-0" 0'-0" 0'-0" 16 GA.BLOCKING FOR � co c ao co ` °° 60 4 / °° CANOPY-FASTEN TO 3 °° TYP co °° co co ` A 4 5 TYP. 2 2 5 TYP. 4 S2.0 S3. STUDS W/1 1/2"x 11/2" S2.0 S3. S2.0S 3. S2: 3. S2.0 S3. S2.0 S3. S2.0 S3. S2.0 S3. S2.0 S3. S2.0 S3. S2.0 S3. TEK SCREWS EAC12 GAUGE CLIP /H2S SIDE (TYPICAL(TYPICAL 6 LOCATIONS) { FRAMING ELEVATION FRAME LINE 1 FRAMING ELEVATION FRAME LINED NATE: COORDINATE LOCATIONS OF PARAPET SCALE: 1/8"=1'-0" SCALE: 1I8"=1'-O° COLUMNS AND GUSSETS PLATES wl BAR JOIST BRIDGING.REF PLAN AND F/S-3.0. 86'-6" 5 4 3 19'-10" 30'-8" 15'-0" 15'-8" 30'-8" 28'-3" 15'-0" 15'-0" 28'-3" J 1 ¢ TS 6"x6"x114"STUBCOL.WELDED TO 9'-2" 5'-0" ¢ o f........�._..,�,,.�,_.. ._r..._.../1,_..✓_. �__,�.._... .,....�_. - _.. �. .�_�._._�.. _ � _ r- w m F- a = J TS 6"x6"x1/4"STUB COL.AT EACH o -' J o J � REF.TYPICAL DETAIL FOR m w 0 LONG w/114"WEB STIFFENERS 0 0 0 0 0 0 o LOU _ BEAM w/(2)1/4"FILLET WELDS x 5" STUD CONNECTIONS @ - - ¢ 0 @ 0 SIDE OF HIGH PARAPET m 0 7 TYP. 0 m 0 0 w 0 0 0 0 w u EACH SIDE OF BEAM(TYP.) 0 0 0 o X-BRACE o 0 6"CSJ MTL.STUDS,16 GA. 0 0 0 0 � m S2.0 S3. co ld 1 AT 16"O.C. 3„ 16 GA.BLOCKING Id Id 6"10 GA.BOX BEAM 3 3 6 @EACH SIDE AND 3" TOP/STEEL C6x8.2(GONT.) 311 TOP/STEEL TOP/STEEL FOR HOOD(TYPICAL) TYP• 7 NP ABOVE OPENING4- TOP/STEEL TOP/STEEL C6x8.2(CONT.) C6x8.2(CONT.) +22'0"A.F.F. C6x8.2(CONT.) C6x8.2(CONT.) +20'-0"A.F.F. S2.0 S3. S2.0 S3. +20'-0"A.F.F. 6"MTL.STUDS,16 GA. 6"MTL.STUDS,16 GA. +20'-0"A.F.F. +20'-0"A.F.F. TOP/BEAM 18 W18x35 AT 16"O.C. AT 16"O.C. + 12112"A.F.F. OL W18x35 TOP I BEAM_ TOP/BEAM � TOP/BEAM W16x26 W16x26 +15'-4"A.F.F. W16x26 r W16x26 5 W16x26 I W16x26 +15'-4"A.F.F. +15'-6112"A.F.F. W16x26 d. CENTERLINE/ BLOCKING + - -- - - - �- - - -- -- - - -- - +1 >� rn cn 1 ani ani c`nn to coCENTERLINE/ x x x OL x x �- 1 ►- ►- �- If �- +1 6 FINISH FLOOR FINISH FLOOR FINISH FLOOR l/ u1 r FINISH FLOOR 0'-0" - 0'-0" 0'-0" REF.TYPICAL DETAIL FOR 5 16 GA.BLOCKING FOR t 0'0" ao 0o `"" ao \" ao `"' oo `' Eo STUD CONNECTIONS @ - - i _ CANOPY-FASTEN TO _ 4 3 3 TYP. 5 4 4 3 X-BRACE 3 TYP. 5 00 3 °O > STUDS W/1 112"x 1 112"12 4 °° S2.0 S3. S2.0 S3. 6"10 GA.BOX BEAM S2.0 S3. S2.0 S3. S2.0 S3. S2.0 S3. S2.0 S3. S2.0 S3. S2.0 S3. S2.0 S3. }GAUGE CLIP W/(2)#12 S2.0 S3. @ EACH SIDE AND TEK SCREWS EACH ABOVE OPENING (,(TYPICAL 6 LOCATIONS)E F RAM I N G ELEVATION FRAME LINE 5NOTE, F RAM I N G E L EVAT I O N F RAM E LINEA COORDINATE LOCATIONS OF PARAPET SCALE: 1/8"=l'-O" SCALE: 1I8"=1'-O" COLUMNS AND GUSSETS PLATES wl BAR JOIST BRIDGING.REF PLAN AND F/S-3.0. PA 6"CSJ MTL.STUDS,16 GA. AT 2'-0"Q.C.FIELD CUT TO LENGTH BOX BM/STEEL/MASONRY WALL(BEYOND) 6"x16 GA TRACK BOX BEAM TS5x5xl/4" SEE DETAIL (6)#12 TEK SCREWS 12GA CSJ STUD 0 0 TYP.TOP&BOT. 6"x16 GA TRACK 0 o TOP/BOX BEAM SEE ARCH. SIMPSON ST 622416 GA.EACH SIDE #12 TEK SCREWS O12 GA. @ 12"O.C.(TYP.) HILTI POWER TRACKS 0 0 ANCHOR (2)@2'-0'O.C. NOA REQUIREMENT: L4"x4"12 GA.-5"LG. BOX BEAMS TO BE 10 GA.@ W/(4#12 TEK SCREWS INTO STUD AND REAR DOOR LOCATIONS. (4)#12 TEK SCREWS INTO STEEL (4)TAPCON SCREWS INTO MASONRY 12GA CSJ STUD BOX BEAM CONN. DETAIL 6" STUD CONN. X-BRACE BOX BEAM DETAIL SCALE: 1"=l'-O" SCALE: 1"=1'-0" SCALE: 3"=l'-O" 3 1-30-15 DGH TEL REVISED ELEVATIONS FOR HIGH PARAPET AT SIDES 1 12-12-14 DGH TEL REVISED GRIDS&DIMS.ADDED BLOCKING FOR CANOPIES. _ Y3" B D A D W16x26 FB 4x318 CONT. zCONT.C6x8.2 3" TOP/STEEL CONT.C6x8.2 +20'-0"A.F.F. � 114 +OPO"A FEF. C6x8.2 5"x11"x112"PLATE FOR 4 SHOP TOP/STEEL WELD JOIST CONNECTION +20'-0"/+22'-0"A;�S 4"x 318"xCONT.PLATE � SCREW DECK TO PLATE @ 4"x EW3/8"DEC T.PLATE WT10.5x24 GIRDER SEAT EACH CORRUGATION w/#12 5 L8"x4"x1/4" CONT.BENT PLATE.SCREW 3 6 .C S SCREW DECK TO PLATE @EACH JOIST LOCATION OVER � � � � 6 x16GA TRACK CORRUGATION w/#12 TEK SCREW @ 6"O.C. 3/4"0 M.B.FOR EREC. COLUMN LINE(SEE PLAN) TEK SCREW @ 6"O.C. � I DECK TO TO PLATE w/#12 TEK SCREWS @ @ 16"O.C. � � wl(4)#12 TEK SCREWS JOIST GIRDER(JG) 6118" 6"O.C.@ PERIMETER TS6x6xl/4 PARAPET I I @ JOIST&C6(TYP.) SHOP 11/2"METAL DECK 11/2"METAL DECK 11/2"METAL DECK SHOP 3n I 11/2"METAL DECK COLUMN BEYOND FB 4x3/8 CONT. WELD I WELD SLOPE 1/4"/FT.MIN. h TOP/STEEL TOP/JOIST GIRDER TOP/JOIST GIRDER OL TMP 1/4 11/2" VARIES , VARIES-SEE PLAN ( ( VARIES-SEE PLAN ,� JOIST BEARING PLATE 1/4"STIFFENERIt I W18 OR W16-SEE 114 +15'-4"A.F.F. BOTH SIDES W18 OR W16-SEE PLAN FOR SIZE PLAN FOR SIZE W18 OR W16-SEE TS6x6xl/4 4 1 112" 7" 7-1PLAN FOR SIZE TMP' 3116 1.4 11100 TS6x6x114 ( 1 3/16 TYP. PLAN FOR SIZE TMP 3/16 6"16 GA.MAXTRAK(SLT)BY W18 OR W16-SEE 114"GUSSET PLATE CLARKD114 1/4 JOIST GIRDER 114 EQUAL IETRICH OR APPROVED @ EACH SIDE ON BEAM I STEEL JOIST-SEE 6"16 GA.CSJ STUDS { ( PLATE 3/4"x 6"x 6",EXTEND JOIST GIRDER PLATE 314"x 6"x 6",EXTEND PLATE TS COLUMN JOIST GIRDER (JG)REF.PLAN JPLATE 3/4"x 6"x 6",EXTEND I PLAN FORJOIST SIZE @ 16"O.C. � PLATE BETWEEN DOUBLE (JG)REF.PLAN BETWEEN DOUBLE ANGLE AT BOTTOM (SEE PLAN) (JG) F.PLAN PLATE BETWEEN DOUBLE � TS6x6x114 I ANGLE AT BOTTOM CHORD OF CHORD OF JG.DO NOT WELD JG TO PLATE. ANGLE AT BOTTOM CHORD OF COLUMN BEYOND L 2x2x1/4 BOTTOM CHORD BRACE JG.DO NOT WELD JG TO PLATE. - JG.DO NOT WELD JG TO PLATE. WELDED TO BOTTOM CHORD I - - 6"16 GA.CSJ STUDS j @ 16"O.C. I I BYICLARKDIRICH(OR ) TYP. GIRDER-TO-COLUMN CONNECTION APPROVED EQUAL SECTION F SECTION A SECTION B SECTIONKOE� SCALE: 3/4"=l'-O" S1.OS3.0 SCALE: 314"=1'-0" S1.0 S3.0 SCALE: 314"=1'-0" s1.0S3.o SCALE: 314"=1'-0" s1.o s3.o SECTION SCALE: 3/4"=1'-0" S1.0 S3.0 PLATE 112" 3116" P. n BAR JOIST 112 \ (Q EA.SIDE 3116" P. g H A TYP. a' � 114 1 112" \ TS5x5x1/4 TMP. - -�- ...... SLOT TS AT PLATE BENT PLATE 6"x3"x1/4" � PARAPET FOR CONNECTION y TS5x5xl/4 � EL.VARIES � � '��• ° �� CONT. (WELD ANGLE I JOIST �\ C6x8.2 TO COLUMNS) 3" 114"CAP PLATE m 6"x16GA TRACK GIRDER TYP 5116" -� J PLATE 112"x 11"x 0'-6" 8' 14GA TRACK \ (TYPICAL) wl(4)314"0 HSB V-7" 3" ANGLE 112"KNIFE � Tyr) TOP!STEEL 3/16 4" TO COL. 8"14GA.CSJ STUDS ( PLATE 3116" +20'-0"A.F.F. 3116 TMP' TMP�4 I @ 16"O.C. TOP I BEAM TYP. JOIST-TO-JOIST GIRDER CONNECTION TYP TYP 3116" +23'-4"A.F.F. 5/16" SEE BASE BENT PLATE 6"x 3"x 114" TS6x6x114 PARAPET I I PLATE DETAILS CONT.(WELD ANGLE TO STUB COLUMN TOP/BEAM - TS10x10xl/4"BEAM SECTION E DETAIL 5 FOR SIZE(S3.0) DETAIL 6 COLUMNS) +18'0"A.F.F. NOTE: ��_ S1.0 S3.0 S2.0 S3.0 ANGLE SCREW DECK @ 6-O.C. REF.ARCH.FOR ( 6 xl6GA TRACK SCALE: 3/4"=V-0" SCALE: 314 -1 -0 SCALE: 3/4"-1'-0" s2.o s3.o 3/16 4" "TYP. CORNICE AND EIFS TO COL. wl#12 SCREWS I 114 1 112" 6"xl6GA METAL ,_........ __._.,_ _ . .......... � ( � � STUD jh TOP/BEAM 8"14GA.CSJ STUDS W16x26 OPP.HAND +18'-0"A.F.F. X @ 16"O.C. 2'-2 518" SCREW DECK @ 6"O.C• BENT PLATE 6"x3"x1/4" PLATE 112"x 11"x 0'-6" w/#12 SCREWSn n n 4)314"f6 HSB � � TS10x6x1/4 � � CONT. (WELD ANGLE ANGLE V-11 518" 3" L2x2x1/4 BOTTOM CHORD ANGLE 3/16 4" PLATE 1/2"x 12"x 0-6 C. W/(4) BEYOND TO COLUMNS) � i PLATE 3/8 x 2 2 518 wl(4)314"!?J HSB TO COL. " " i BRACE TO BEAM FLANGE CONT.TO RECEIVE W16x26 2'-0" TYP_ ( (FIELD WELD) PLATE 1/2"x 11"x 0'4" 114 3"-9" STOREFRONT 112"KNIFE - - 1/4 wl(4)314"(d HSB ( � � PLATE SEE PLAN FOR ( L2x2xl/4 BOTTOM CHORD ANGLE - TS10x10x114 i TOP I BEAM TOP/BEAM BEAM � +23'-4"A- PLATE BEAM SIZE SLOT TS AT PLATE BRACE TO BEAM FLANGE ( +18'-0"A.F.F. PLATE TERMINATES N 3/16 EACH SIDE FOR CONNECTION 114" ( o (FIELD WELD) I I EDGE OF STOREFRONT L 2"x 2"x 3/16"-9"L. i TS10x10xl/4"w/ i FIELD WELD TS6x6xl/4 ( PLATE 3/8"x 2'-2 518"CONT. 5/16"N 5116" COLUMN € W18x46 BEAM ON BOTTOM TS10x6xl/4" TYP. 5116" / - - 5116" P. 2 SIDES .yP PLATE 1/2"x10"x6"(BELOW) � Q J 114"CAP L4"x4"x12 GA.-5"LONG TS10x6xl/4" 1/4 w/STIFF.GUSSET PLATE �h+ 0 2 SIDES I PLATE(TYP.) SECTIONrG CLIP ANGLE TOP AND WELD ALL-AROUND x TS10x6xl/4 BOTTOM OF BOX BEAM I � m � 1'-5" 3" SCALE: 314"=1'-0" S1.0 S3.0 (TYP. REF 9/S3.0) I 8"14GA TRACK cn S2.0 S3.0 S3. A A 3 SIDES ~ � 0 - ( - 5x3xl/4(LLH)CONT. DETAIL 7 6-79 FOR STUD BEARING DETAIL s 8"14GA.CSJ STUDS S3.0 S3. / I I 11 11 SCALE: 314°=1'-0" s2.o 93.0 @ 16"O.C. I I L 2"x 2"x 3116"-9"L. SECTION "A-All, ��_ �� S2.0 S3.0 /BOTTOM/BOX BEAM ,` I CONT.PLATE 2'-2 518" SCALE: 3/4°=1'-0" SCALE: 3/4"=V-0" EL.+10'-0"A.F.F. BOTTOM I�BEAM 3 SIDES TS10x10xl/4"wl +10'-0 318"A.F.F. 1/4 TYP. PLATE 318"x 2'-2 5/8" CONT.ON BOTTOM TS10x6x114"COLUMN a LUMIDECK-REFERENCE ORIENTATE STUDS TO RECEIVE PLATE 112"x 10"x 6" m w/STIFF.GUSSET PLATE x ARCHITECTURAL BOX BEAM @FLAT SIDE SECTION H WELD ALL-AROUND m 8x8xl2GA.BOX BEAM FOR FASTENING OF LUN SCALE: 314"=1'-0" S1.0S3.0 S E CT I 0 N J 6"12 GA. PROVIDE 412 GA.CSK STUDS IN HORIZ. S2.0 SCALE: 314"=1'-O" S1.0 S3.0 TRACK ° DIRECTION.(SEE ELEVATIONS FOR LOCATION S2.0 COORDINATE WITH DECK SHOP DRAWINGS) 11" C C 8"14 GA.STUD 1'0" 8" 6"12 GA. ( FASTENING HARDWARE PROVIDED BY MANUFACTURER.SET PRIOR TO 11/2" y 1 112" 1'0" 1 112" 4" 21/2" I TRACK 3/16 INSTALLATION OF EIFS. 1 112" 11/2 L4"x4"12 GA.CLIP-5"LG. 3x3xl/4 8"LONG TS5x5x114"COL. , w/(4)#12 TEK SCREWS @ 0 FOR DECK FASTENING 3/4"THK.BASE PLATE V-2" O o EACH LEG (WELD TO TS10x10x114) ® wl(4)13116"0 HOLES C=14 2" 2" FOR 314"0 A.B. 314"THK.BASE PLATE C14314"THK.BASE PLATE W/(4)13/16"0 HOLES ® NOTE: ALL HARDWARE FOR q ® ® w/(4)13116"0 HOLES ® ® FOR 3/4"0 A.B. ao � ® TS 6x6x114 LUMIDECK TO BE SET PRIOR 3 `� FOR 3/4"0 A.B. D ETA I L O TO INSTALLATION OF EIFS cl� co L DETAIL s "= " S2.0 52.0 TYP. - ® ® TMP. SCALE: 1"=l'- S3.0 S3.0 SCALE: 314 -1 -0 S3.0 ,. TYP. TYPICAL TS BASE PLATE P. \-3/4"THK.BASE PLATE N RECESS 51/2"BELOW FIN.FLR. N W/(4)13/16-0 HOLES (TYPICAL FOR INTERIOR COL.) �TS&&1/4"COL. 2 FOR 3/4"0 A.B. N TS 10x6x1/4"COL. DETAIL DETAIL 2 DETAIL 3 DETAIL 4 � . . SCALE: 1 -1 -0 SCALE: 1 -1 -0 s2 o SCALE: 1 -1 -0 SCALE: 1 -1 -0 3 1-30-15 DGH REVISED SECTION F FOR TOP OF STEEL ELEV.AT HIGH PARAPET , , ��_ �� S1.0 S3.0 �� S1.0 S3.0 �� S2.0 S3.0 �� S2.0 S3.0 DGH TEL ATLANTIC BEACH, FL 11-21-14 TEL ,�-$.`-`. ✓$r 3901 SPRING HILL AVENUE REV. DATE DR CH DESCRIPTION Cj� °"' " '. j FRAMING SECTIONS & DETAILS DOCUMENT CONTROL f I (251 344-7073/FAX(251 343-9179 MOBILE,ALABAMA 36608 FPROJ. N0. 1405-137 DWG. N0. S-3.0 ,. 11,1—. „ 1 2 2.5 3 4 5 ! 1 113'-4"OUT TO OUT OF CMU VENEER 1'-1" 9" 30'-8" 15'-8" 15'-0" i 30'-8" 19'-10" , 2I 8" 17'-8" 2'-8" 1 '-8" 2'-8" I 25'4" I 2'-8" 18'-8" 2'-81 17'-4" 2'-8` I I � I I I -1.0 A-4.1 . . . . ......--... _-- - - - --_ - ------------ N { STICK FABRICATED METAL,` I -� ` STICK FABRICATED METAL _� 16 GAUGE GALVANIZED i N I! L CANOPY-SEE DETAIL 71A-2.0;I I ( CANOPY-SEE DETAIL 7/A-2.0 v�J STEEL HOOD(REFER 01 TO DETAIL 6/A-2.0) 1 -' HI I r 41, WALL TO BE UL-U46 1-HOUR FIRE RATEDHOSE BIB====__ _____ 3 °OI' I I (� ^ iJR N-1.0 A-4.1-.,-ter-ter.,-„--J�r-�.ti � yo 11! STICK FABRICATED METAL i 1 11 1 k NOTE: r CANOPY-SEE DETAIL 7/A-2.0 } I LOCATE RISER FAR ENOUGH I OFF OF OUTSIDE FACE OF I I 11 I SEE NOTESPr: EXTERIOR WALL SO THAT ALL I �' RISCONTROLS ARE ACCESSIBLE. A.9 I, � DIMENSION NOT TOEXCEED 36” ... I 1 ill� �3- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - g I uj w W z Lu w � -1.0 L) I I 0 o I I NOTE; II I o I ( SEE A-1.1 FOR INT 500 INTERIOR FLOOR PLAN II -------_._......_.. _ _ B 5 oI I l I I III 16 GAUGE GALVANIZED O o I I � STEEL HOOD(REFER ' 400 I I 3'-0"MAPES LUMIDECK-HANGAR ROD I I m II! TO DETAIL 6/A 2.0) I I o zo co I I " SUPPORTED SUPER LUMIDECK HR,2 /4" DECK HOSE BIB I II ESCUTCHEON PLATES,FRONT SCUPPER. D I I FASCIA 'I (SEE DETAIL 4/A-2.1) SIMILAR I I it ( I III - - - - - - - - -a�-- - - - - - - - -m-- - - - - - - - - - - - - - - I I III I�. (D7 3 I -1.01A-4.01(c.i I S STICK FABRICATED METAL CANOPY-SEE DETAIL 71A-2.0 N I I SIMILAR DB i 1 :11 1 ch N rYvvv-,,-, -v--r 1 ( -.-.r-v-„-- --„-v'.,-.,-"r-v"-''_'✓'�- 1; i i p, o STICK FABRICATED METAL STICK FABRICATED METAL I o SIMILAR CANOPY-SEE DETAIL 7/A-2.0 I ( C CANOPY-SEE DETAIL 71A-2.0 II 1.0A4.0 1 i 1 1 D - - - - - - - - -- - - - _ - - - - - - - - - ------- -7 - - - - - - N !i J ` L--------- L------- L---------- -i -1.0A-4.1 I, I, 2I-8” 17'-8” SIMILAR 2'-8" 16'-8" SIMILAR 2'-8" 25'-4" ( 2'-8" ( 18'-8" 2'-87 17'-4" 24 g" 30'-8" 30'-8" 15'-0" I 15'-8" 19'-10" I 1 i I I i 113'4"OUT TO OUT OF CMU VENEER 1 2 3 3.5 4 5 FLOOR PLAN LEGEND FLOOR PLAN STOREFRONT TYPE SCALE: 1l8"=V-0" OA (REFER TO SHEET A-3.0) All DOOR NUMBER 500 (REFER TO SHEET A-3.1) 3 1-30-15 MMA MMA ADDED FIRE SPRINKLER PER FIRE COMMENT 1 12-12-14 MMAMMA ADDED CANOPIES PER PLANNING COMMENT 11-21-14 ±DR P v ATLANTIC BEACH, FL REV. DATE DESCRIPTION 3901 SPRING HILL AVENUE FLOOR PLAN MOBILE,ALABAMA 36608 DOCUMENT CONTROL (251)344-70731 FAX(251)343-9179 PROD. NO. 1405-137 DWG. NO. A-1.0 1 2 2.5 4 3 4 5 A-2.0 i WALL CONSTRUCTION TYPES 1 EXTERIOR DEMISING WALL: CMU VENEER OVER 1" EXTRUDED 113'4' POLYSTYRENE FOAM OVER METAL STUDS AND BATT INSULATION CONTRACTOR SHALL VERIFY OVER GWB BELOW 4'-0"AFF. EIFS OVER SHEATHING OVER METAL 301-811 3018 301-811 191-101, THERE IS A FLOOR OR LANDING STUDS AND BATT OVER GWB ABOVE 4'-0"AFF. SEE DETAIL 1 & AT THE SAME ELEVATION ON 1 STICK FABBED 15'-8" 15'-0° EACH SIDE OF THE DOOR. 31A-4.1. FINISH PER FINISH SCHEDULE, SHEET A-3.1. METAL CANOPY STICK FABBED METAL CANOPY i 19'-24" CLEAR ABOVE-SEE - - _ _ _ - _ ABOVE- SEE DETAIL 7/A-2.0 NOTIFY ARCHITECT IF VARIES. PARTITION WALL: 6" (20 GA) METAL STUDS @ 16"OC WITH ONE LAYER 5/8"TYPE "X" GWB EACH SIDE TO ROOF DECK. FIRE TAPE - -rw -1 DETAIL 7/A-2.0 -�- - - - - - - _ ALL JOINTS. CONSTRUCTION SHALL COMPLY WITH UL DESIGN U465 FOR ONE HOUR FIRE RATING EE DETAIL 1/A-4.2 . FINISH 6 IK1 PROVIDE ALMOND FRP TO 4'-0" 3 1 ` F4O1 A PER FINISH SCHEDULE, SHEET A-3.1. II HALLWAY 4 7 AFF WITH TRIM CAP AND I I I I 3 PARTITION WALL: 6" (20 GA) METAL STUDS @ 16"OC WITH ONE OFFICE I A-1.4 CORNER GUARDS AT ALL 1 I I 300 300 ! LAYER 5/8" GWB EACH SIDE TO ROOF DECK ON SALES/ 0 r 1 -�-LL I EXPOSED WALL SURFACES. N 1 STOCKROOM SIDE AND TO FINISHED CEILING ON TOILET ROOM/ 100 FE CONTRACTOR SHALL REFER TO B m o I 5 I 1 HALLWAY SIDE. PLUMBING WALLS ON INTERIOR OF TOILETS 6 o OFFICE ELEVATION FOR A TOILET SHALL HAVE WATER RESISTANT GWB. SEE DETAIL 2/A-4.2 FOR A-2.2 - - - " INSTALLATI N OF OFFICE POWER 2 I 3 TOILET 1 A-1.4 ADDITIONAL REQUIREMENTS. FINISH PER FINISH SCHEDULE ,I I AND DATA. w l 2 2 „ A-4.2 o f I SHEET A-3.1. STICK FABBED I 7-0 I - - _ FIRE EXTINGUISHER-SEE m METAL CANOPY I _ - M I g 'i. I CONTRACTOR SHALL VERIFY FLOOR IS LEVEL WITHIN 1/4" 40 PARTITION WALL: 3 5/8" (20 GA)METAL STUDS @ 16"OC WITH ONE ABOVE-SEE I M NEW WORK NOTE 1. W-4_ _ IN 10 LINEAR FEET UNDER FREEZER/COOLER REACH-INS LAYER 5/8"GWB TO FINISHED CEILING. PLUMBING WALLS ON CD DETAIL 7/A-2.0�� i - - - - _ SHOPPING ART BUMPER AND STORAGE. CONTRACTOR SHALL NOTIFY THE DOLLAR INTERIOR OF TOILETS SHALL HAVE WATER RESISTANT GWB. SEE _ _ SEE DETAIL 1/A-2.6SPRINKLER RISER TREE CONSTRUCTION PM IF THIS REQUIREMENT IS NOT DETAIL 2/A-2.4. FINISH PER FINISH SCHEDULE, SHEET A-3.1. 1 I I - DOLLAR TREE SUPPLIED o 61 1 MET. CONTRACTOR SHALL RUN ALL PIPING/CONDUIT 5 PLUMBING PARTITION: 6" (20 GA) METAL STUDS @ 16" OC WITH A'9 ;13� 2 FOR FREEZER/COOLER WITHIN WALL (NOT EXPOSED ON ONE LAYER 5/8" GWB EACH EXPOSED SIDE TO FINISHED CEILING. Zr. PRE-WIRED CHECKOUT(TYP) m SALES FLOOR ) PLUMBING WALLS ON INTERIOR OF TOILETS SHALL HAVE WATER - - - - - - - - - - - - - - - B RESISTANT GWB. FINISH PER FINISH SCHEDULE, SHEET A-3.1. I I - - POWER POE DOLLAR TREE 3-0 MAPES LUMIDECK I - - ( FIRE EXTINGUISHER-SEE 2'-0"X 4'-0"SHELVING- 6 PARTITION WALL: 3 5/8" (20 GAGE) METAL STUDS 16"OC WITH - SUPPLIED � @ (SEE SPECS) 3' ) SALES AREA NEW WORK NOTE 1. SEE DETAIL 2/A-2.6 ONE LAYER 5/8" GWB EACH SIDE TO 8'-0"AFF. SEE DETAIL 3/A-2.3. CONTRACTOR SHALL I `�' 200 FINISH PER FINISH SCHEDULE SHEET A-3.1. VERIFY THERE ISA _ _' � q DECK HEIGHT: ROOF LADDER- PROVIDE 18 GA METAL FLOOR OR LANDING AT o ( � e - - 18'-21/2" STUDS AND GWB TO ROOF DECK FOR 2 7 PARTITION WALL: 3 5/8 (20 GAGE) METAL STUDS @ 16 OC - - A-2.2 4'-0" BEHIND ROOF LADDER. PAINT FE - 17 WITH ONE LAYER 5/8"GWB ON EXPOSED SIDE TO 6"ABOVE THE SAME ELEVATION STOCKROOM A-2.0 FINISHED CEILING. FINISH PER FINISH SCHEDULE SHEET A-3.1. ON EACH SIDE OF THE LADDER GRAY(SEE SPEC). � [ 0 o DOOR. NOTIFY I 9'-0"X 9'-0" NTRY"DECO � $ PARTITION WALL: 3 5/8" (18 GAGE) METAL STUDS @ 12" OC WITH RIB CARPE TILE - B.5 ONE LAYER 5/8" GWB EACH SIDE TO ROOF DECK. PROVIDE 00 M ARCHITECT IF VARIES. I POLISHED CONCRETE C „ INSTALL DECALS ON GLASS WATER RESISTANT GWB ON SINK SIDE TO 8'-0"AFF. SEE DETAIL 3I � 1/A-2.4. FINISH PER FINISH SCHEDULE SHEET A-3.1. A-2.0 1500 PANELS. SE NEW WORK NOTE 6. A-2 2 2 PAINT SOLID (YELLOW) 1400 ALUMINUM TOREFRONT SYSTEM 42" IN FRONT OF AND I LITTER RECEPTACLE I STEEL COLUMN - PAINT YELLOW AND TO THE SIDE OF ELECT DOLLAR TREE BOLTED TO SIDEWALK PROVIDE STAINLESS STEEL COVER PANEL AS DEDICATED (TYP OF 2) (SEE SPECS) I TO 4'-0"AFF. (TYP OF 4) REFER TO GENERAL INFORMATION: CLEAR FLOOR SPACE. I NEW WORK NOTE 3. SHOPPING CENTER: MAYPORT FREESTANDER C - - - - -� - - - - - - FEI - - - - - - - - - - - - - - - - - .�- - - - - - APPROX LOCATION OF CITY: ATLANTIC BEACH ELECTRICAL PANELS CONTRACTOR SHALL VERIFY STATE: FLORIDA C•1 I r THERE IS A FLOOR OR LANDING CEILING HEIGHT FIRE EXTINGUISHER-SEE ; 1 AT THE SAME ELEVATION ON " 1 � (SALES AREA): 121-011 STICK FABBED I o f' EACH SIDE OF THE DOOR. o METAL CANOPY I NEW WORK OTE 1. SPRINKLERED: NO A-4.2 X i' NOTIFY ARCHITECT IF VARIES. ABOVE-SEE �� I PROVIDE ALMOND FRP TO 4'-0"AFF WITH N SQUARE FOOTAGES DETAIL 7/A-2.0 C? i TRIM CAP AND CORNER GUARDS AT ALL CONTRACTOR SHALL VERIFY FLOOR IS LEVEL 80 I EXPOSED W LL SURFACES. N o � WITHIN 1/4" IN 10 LINEAR FEET UNDER TOTAL SPACE LEASED: 9,973 SF 1 L A FREEZER/COOLER REACH-INS AND STORAGE. SALES FLOOR AREA: 8,162 SF G.0 - - - •••• - - PROVIDE ALMOND FRP TO 4'-0"AFF WITH ' _ _ _ _ _ _ _ _ f CONTRACTOR SHALL NOTIFY THE DOLLAR TREE NON-SALES AREA: 1,811 SF 18.2 % D TRIM CAP AND CORNER GUARDS AT ALL I CONSTRUCTION PM IF THIS REQUIREMENT IS NOT USABLE STOCKROOM: 948 SF 9.5 % EXPOSED WALL SURFACES. I I MET. CONTRACTOR SHALL RUN ALL PIPING/ VA-2.2 o EMPLOYEE AREA I CONDUIT FOR FREEZER/COOLER WITHIN WALL USABLE SALES FLOOR 7,773 1 i 1 i (NOT EXPOSED ON SALES FLOOR) - - - - - -r - �. .- -. - - - - - - - - - - - - - -_ - - - - - - - - ILI - - - - - - - - - D ` f , STICK FABBED L - - - - - - _ J STICK FABBED L - - - - - - _ J STICK FABBED `r - �------- - 3 METAL CANOPY METAL C NOPY METAL CANOPY ABOVE -SEE ABOVE-SEE ABOVE -SEE DETAIL 7/A-2.0 j DETAIL 7(A-2.0 DETAIL 7/A-2.0 1 �2.O 1 2 INTERIOR FLOOR PLAN SCALE: 1/8"=1'-0" N TEH p l�,ll a�' '<<`l 3 1/30/15 MMA ADDED SPRINKLER RISER,MOVED MOP SINK 1 12/12/14 TE MMA ADDED AWNINGS PER PLANNING COMMENT . MMA L ATLANTIC BEACH, FL 11/21/14 TE H ;�j ` , REV. DATE DRN DESCRIPTION '!'OJ' 3901 SPRING HILL AVENUE cHK INTERIOR FLOOR PLAN & WALL CONSTRUCTION TYPES MOBILE,ALABAMA 36608 (251)344-70731 FAX(251)343-9179 DOCUMENT CONTROL s'y y . PROJ. NO. 15101-33DWG. N0. A-1.1 113'-4" STICK FABBED METAL NOTE: 1. THE ELECTRICIAN SHALL INSTALL ADDITIONAL WIRE TIE SUPPORTS FROM STICK FABBED METAL 19'-24" CLEAR THE CEILING GRID TO THE STRUCTURE ABOVE FOR SUPPORT OF THE 1 CANOPY-SEE DETAIL 7/A-2.0 CANOPY-SEE DETAIL 7/A-2.0 0 LIGHT FIXTURES CLIPPED ON THE GRID. LOW WALL BELOW. +12'-0"± NOTE: 2. LIGHT FIXTURES, SECURITY CAMERA DOMES,AND MIRROR PANELS (LION) ARE DOLLAR TREE SUPPLIED. E /NL NOTE: 3. MOUNT LIGHTS 10'-0 AFF IN STOCKROOM. 0 CD X 00 - �_ _� REFLECTED CEILING LEGEND CHECKOUTS Sc ° sc o Sc i I BELOWm-_—,, — Z w'*o!!!! W w w I 2 0X4-0 ACOUSTICAL CEILING TILE AND STICK FABBED - : .. GRID-SEE FINISH NOTE 11. METAL CANOPY- ' SEE DETAIL 'L 0 GWB PAINT WHITE UNLESS OTHERWISE NOTED. I sc +81-011± 7/A-2.0 - I TH I I I H I I I I i I I H I I I HI /3\ 3'-0" MAPES Oc 8'-0" STRIP FLUORESCENT LIGHT FIXTURE WITH LAMPS ON NIGHT NL LIGHT CIRCUIT. SURFACE MOUNT TO GWB AND ACT CEILING. LUMIDECK III -'� � .N. - � I (SEE = _ - o I FREEZER SPECS — sc - i COOLER ) _ BELOW 8'-0" STRAP FLUORESCENT LIGHT FIXTURE. SURFACE MOUNT TO GWB AND ACT CEILING. SCT c o EM/NL 8'-0" STRIP FLUORESCENT LIGHT FIXTURE WITH LAMPS W W w la EM ON EMERGENCY LIGHT CIRCUIT WITH BATTERY PACK. I _ SURFACE MOUNT TO GWB AND ACT CEILING. FOR FIXTURES WITH 4 LAMPS, THE EMERGENCY BATTERY -- o PACK WILL ONLY OPERATE 2 OF THE LAMPS. Sc �� 0 O o Q 4'-0"STRIP FLUORESCENT LIGHT FIXTURE WITH LAMPS ON o Sc CD NL NIGHT LIGHT CIRCUIT. SURFACE MOUNT TO TO GWB AND ACT CEILING. SCD ® 4'-0" STRIP FLUORESCENT LIGHT FIXTURE. SURFACE �NO FINISHED MOUNT TO ACT AND GWB CEILING. z Z_ CEILING —� p 4'-0"STRIP FLUORESCENT LIGHT FIXTURE WITH LAMPS ON w ' w W-' EM EMERGENCY LIGHT CIRCUIT WITH BATTERY PACK. SURFACE FREEZER MOUNT TO TO GWB AND ACT CEILING. COOLER STICK FABBED BELOW I ® CEILING OCCUPANCY SENSOR METAL CANOPY- � _ I SEE DETAIL � ® EXIT LIGHT 7/A-2.0 EM/NL D SECURITY CAMERA DOME I I I I I I __� �� SECURITY CAMERA DOME MTD ON i SCD I I WALL @ 10'-0"AFF. 11 O O O sc sc CD J ® VENTILATION FAN Z Z W w w w CEILING HEIGHT ABOVE FINISH FLOOR MIRROR PANEL " " " " ARM - - - - - - STICK FABBED METAL OPY-STIREFLECED CEILING PLAN LOW WALL BELOW. ® DIFFUSER SCALE: 118"=1'-0" N CANEE DEAL 7/A-2.0 ® ® RETURN AIR GRILLE POWER POLE 3 1130/15 TEH MMA ADDED WALL AT MOP SINK r`' ` MEN f 1 12112114 5THMMA ADDED AWNINGS PER PLANNING COMMENT 11/21/14 TEH MMA ATLANTIC BEACH, FL D DRN 3901 SPRING HILL AVENUE REV. ATE CHK DESCRIPTION REFLECTED CEILING PLAN MOBILE,ALABAMA 36608 (251)344-70731FAX(251)343-9179 DOCUMENT CONTROL PROD. NO. 15101-33 DWG. N0. A-1.2 113'-4" ^^^ 0 LEGEND — 91'-43" CLEAR- — — — — — — — -19'-24" CLEAR- 4 � � FIXTURE ____ ____ EM/NL N Z NL LIGHT CIRCUIT. SURFACE MOUNT TO GWB AND CTICEILLIING!G E RIP FLUORESCENT LIG ----- -- — -- I I-- ------� �\ (SUSPEND @ 10'-0"AFF WITH NO FINISHED CEILING.) OFFICE TRAVEL TRAVEL DISTANCE: 74'-0"± co r 8'-0" STRIP FLUORESCENT LIGHT FIXTURE WITH LAMPS �N 1 N I :[ ------- --- ---- ---- - W , Z m o DOOR WIDTH: 36° EM ON EMERGENCY LIGHT CIRCUIT WITH BATTERY PACK. -WAY r --- ---- - -- ---- -- - --- o I w i i i w TOILET TOILET OCCUPANT LOAD: 137 PERSON SURFACE MOUNT TO GWB AND ACT CEILING. L J I (SUSPEND @ 10'-0"AFF WITH NO FINISHED CEILING.) Co FOR FIXTURES WITH 4 LAMPS, THE EMERGENCY o o I 12'-11" T-3" m � m l BATTERY PACK WILL ONLY OPERATE 2 OF THE LAMPS. 51-5" �05'-5" , 9611A m _ I - �u — -- 00" -- ---- ---- ---- ---- -- ---- -- — ---- -, M - I ; --- i I ® EXIT LIGHT Fn -- ---- - -- ---- -- - ---- Oil j-1 U? - EGRESS PATH AND DIRECTION OF TRAVEL CO iv" O — Q I -III _- a Q I ---- ---- ---- ---- ---- ---- -- -- — ---- -- — ---- i i FE FIRE EXTINGUISHER --- i El---- ---- ---- ---- — -- ---- -- — -- ---- -- �— — L. Q I EM/NL > 1@I ,�„ SALES AREA m co WI I c oe I. I ____ a I > c o o a a. — _ w ---- ---- --- ---- ---- ---- ---- -- — ---- -- — ---- --- roo — a I I ` I 5,-0„ I I_ _ STOCKROOM It NUMBER AND ARRANGEMENT OF EXITS DOOR WIDTH. 72 v I Co 1 oO I I MINIMUM NUMBER TRAVEL DISTANCE ARRANGEMENT MEANS OF OCCUPANT LOAD: 137 PERSON o "b� / I `�' I m [ FLOOR ROOM / (- 4 6 4'_6"� 4'-6" - -- ---- ---- ---- ---- ---- ---- -- - ---- -- - ---- ---- I L----- OR SPACE OF EXITS EGRESS (SECTION 1015.2) 0000 I w w TIERED r I I �' DESIGNATION L J TABLE I , o I I I REQUIRED SHOWN ON ALLOWABLE ACTUAL REQUIRED ACTUAL ---- ---- ---- ---- ---- ---- ---- - -- ---- -- - ---- ---- -� I m — I` PLANS TRAVEL DISTANCE TRAVEL DISTANCE DISTANCE I _ I ' +' r———— 1 (TABLE 1016.1) DISTANCE BETWEEN SHOWN ON lO -1 I I w w zl Lij � SHOWN ON EXIT DOORS PLANS F DOOR WIDTH: 72" PLANS I _-- J o a I I OCCUPANT LOAD: 7 PERSON " F- � r---1 I L _ I � SALES AREA 2 2 150-0 134-4 62-9 � 100'-8" ---- ---- ---- - ---- -- - -- ---- -- - ---- ---- L— w0 _ m f 1 44'-0NA2'-11" > STOCKROOM C? JI II ' II Id of � F- i > o I ' II- Imo0I I I I a a I I a a I 5��0�� --- - ---- ---- ---- ---- ---- ---- -- - ---- -- - ---- ---- 1 I m I o F EXIT WIDTH o o; o 01 5_01. L ---- ---- ---- - -- ---- -- - ---- ---- -I_ I m EXIT WIDTH CIn )EMIN USE GROUP (a) (b) c 16'GREETING CARDS I I I N OR SPACE AREA sq. AREA PER CALCULATED EGRESS WIDTH REQUIRED WIDTH ACTUAL WIDTH I o DESCRIPTION N o l o I � I m I m ft. OCCUPANT OCCUPANT LOAD PER OCCUPANT (SECTION 1005.1) SHOWN ON m o f (TABLE (alb) (SECTION 1005.1) (alb)x c PLANS ., 16'GREETING CARDSI I x - I I 5-0„ r ---- -- — ---- -- — ---- ---- - I I I 1004.1.1) STAIR LEVEL STAIR LEVEL STAIR LEVEL 7 '� �; 6-0 '�z �; I 12'-0” L — — -- ---- -- -- ---- ---- J I m SALES 8,162 30 273 NIA .2 N/A 54.6 N/A 108 1 Ir 16'GREETING CARDS W 1 L__J L _ 1 = I TRAVEL DISTANCE: 117'-O"± � J Z I EMPLOYEE J � STOCKROOM 1,811 300 7 N/A .2 NIA 1.4 NIA 72 Z L--- ----- --------- ---- — ---�--- r 1 w w f ---- ---- ---- ---- ---- ---- ---- --- ---- L — — — — — ---L - - - - - - -� 1 L - - - - - - - -I 1 L - - - - - - - -� 1 LIFE SAFETY PLAN N SCALE: 1/8"=1'-0" NOTES: 1. NO GONDOLA UNITS, FIXTURES, OR PALLETS SHALL BE OVER 8'-0"AFF. 2. FIXTURE PLAN IS "FOR REFERENCE ONLY."CONTRACTOR SHALL CONTACT DOLLAR TREE FOR FINAL APPROVED LAYOUT. 3. MAXIMUM TRAVEL DISTANCE SHALL BE 250'-0". ACTUAL TRAVEL DISTANCE AS SHOWN: (_--_ ) 4. CHECKOUTS ARE NOT ATTACHED TO FLOOR. A *,fir . TEH 3 1130115 MMA ADDED SPRINKLER RISER,MOVED MOP SINK 1 12112114 TEH MMA ADDED AWNINGS PER PLANNING COMMENT ATLANTIC BEACH, FL 11121114 TEH DRN DESCRIPTION �` � ' LIFE SAFETY PLAN 3901SPRINGHILLAVENUE REV. DATE CHK �. MOBILE,ALABAMA 36608 j y (251)344-70731FAX(251)343.9119 DOCUMENT CONTROL ` PROD. NO. 11-5101-3,31---.1 ., DWG. N0. A 1 3 - - - - --- .�, .,�-A,��a��.�m� — ��- �. – �rf ,.-��,..�a.�•,r�,=rte-• �.. �._ �� _, ,..�.� .s . n, , w� 3: a � { t 47. i4y Y}. n a F'. 10'-0"CLEAR ° 2'-0" 21.01 10 40 2112" DIA GROMMETED HOLE AT COUNTER AND 15"SHELF ABOVE cam— - (TYP OF 2) -- --- - ------------------------- -- o ------ --------- -------------- — — --- CV PROVIDE PREFORMED COUNTER ' B A-2.3 AND BACKSPLASH WI HIGH PRESSURE WHITE LAMINATE 2 SHELVING ABOVE FINISH. MOUNT TO WALL. SEE - OFFICE OFFICE ELEV AND DETAIL 1/A2.3 A-2.3 C 0 3 0 A-2.3 O° A-2.3 BULLETIN BOARD (DOLLAR TREE o SUPPLIED)- MOUNT ABOVE _ — — — CLIPBOARD RACK. r I W u CLIPBOARD RACK-SEE C¢ DETAIL DIA-2.3. HANDICAPPED ACCESSIBLE HI-LO DF FRP ON WALLS ADJACENT TO DF FROM 4"TO 4'-0" AFF SAFE (DOLLAR 4 TREE SUPPLIED) 2'_4" 41.01 A-2.3 BOLT TO FLOOR A ELECTRIC HAND A-2.4 — Z DRYER- DOLLAR 2 A-2.3 3 Q TREE SUPPLIED (TYP) C A-2 4 A-2.3 IM x1'-6" 4'-0" CLEAR 1'-6" 2 ENLARGED OFFICE PLAN _ ,E _ MIN q -1MIN SCALE:318"= 1'-0" I � 1._3.. A-1.4 M i i MIN I I I I o / TOILET \\ FREEZER/COOLER REFER TO PLAN 0 51.011 1 1'-8" TOILET \ 0 CLEAR 1 co 51_011 4' A-2.4 A OPP / q I CLEAR I EMPLOYEE AREA HAND `�' \ � \ A A-2.4 B _ — --- — --- \ 2 A-2.5 W OPP � 3J _ HAND A ��-- -001/2 T-1 "Y4.. I PROVIDE 18 GA METAL = / 7FRNALLS COAT RACK ( ) 3 STUDS AND EXTEND GWB TO z:, �_ ADJACENT TO MOP _ ------- ROOF DECK IN THIS AREA. _ _ SINK TO 8'-0"AFF A'2.5 0 j N md o EE 8'-4" SPRINKLER RISER UTILITY CABINET. - 9'-3 314"CLEAR LI L, 9'-3 314" CLEAR ol DOLLAR TREE SUPPLIED ` PREFORMED COUNTER- BULLETIN BOARD (DOLLAR MOP SINK D j (NSF APPROVED.) REFER TQ ELEV AND TREE SUPPLIED)-IMOUNT WATER HEATER DETAIL1IA-2.5 AT 4'-0"AFF. A-2.4 MOUNTED ABOVE MOP SINK. SEE DETAIL 1/A-2.4. 11'-9" 1 ENLARGED TOILET PLAN 3 ENLARGED EMPLOYEE AREA SCALE:3/8"= 1'-0" /x-1,4 SCALE:318"=1'-0" 3 1130115 TE MMA ADDED SPRINKLER RISER,MOVED MOP SINK J ATLANTIC BEACH, FL 11/21/14 TAH MMA 3901 SPRING HILL AVENUE REV. DATE DRN CHK DESCRIPTION ,*'.;_ ✓V ENLARGED PLANS MOBILE,ALABAMA 36606 (251)34470131FAX(251)3439179 DOCUMENT CONTROL PROJ. N0. 15101-33 DWG. NO. A-1.4 t. - 1 2 A 3 3.5 4 5 D C B.5 B A SIMILAR SIMILAR I; I I I I I I I 3 SEE DETAIL 2/A-2.1 A3 1. 1IIIII2 kE �' I PC I I I I 3 PC FOR TERMINATION OF EIFS �' ✓� 1 -2.0 A-4.1 1 -2,0 A-4.1 i INTO ROOF MEMBRANE @ICAL I r' 8 { I 1 SEE DETAIL 2/A-2.1 FOR 1 I SEE DETAIL 2/A-2.1 1 -2.0 A-4.1 SEE DETAIL 2/A-2.1 FOR 1 ®� 22'-0" , PARAPET WALL S-1 A 22'-0" 4 TERMINATION OF EIFS FOR TERMINATION OF EIFS - TERMINATION OF EIFS T.O.STEEL1. I'! WALL PACK @ 12'-0 I I T.O.STEEL PC I INTO ROOF MEMBRANE I I INTO ROOF MEMBRANE @ I INTO ROOF MEMBRANE I PC r ' A.F.F.(TYP) - 14`�� - 1 ' ' @PARAPET WALL 1 WALL PACK @ 12'-0" 1 PARAPET WALL ' @PARAPET WALL ' .. 7 20'0" r , - 2 ,,,..' : . - 20'-0" 20'-0" _ 20-0 _ .. _, ., .;... ,.,-._--._.-,_ _.. , .,.-.111__1.�, .�..,_ _.._-._,....-. , ._-..,._„ _,. .-, ..,....-..,. ._...- _...,m_.... _,.. ..,._._��..__.,_,.- T.O.STEELjk ": . .,. .. : :. T.O.STEEL T.U.STEEL F F.(TYP) ..,„, . . ... .... . .... . _ r � ._ > . ,_ r _ „ , ,. >.. r- ., r, y_ T.O.STEEL ' ... EIFS-M - - ., ^>: w. .r-r,.._ >-r -r.• >, T>..__ •% n./T>.. >. - ,..-Jr"" r-T1:... >:.;.. �%: ,T r !.:. �:.. ( f IIIIIIII� III ...... .... ....,.__a ...... ,_ �:. r r EIFS-1 HOOD .- i>'•--,-._ r .. ,, .. ,.--,: >'-•-.r .z. r:'r rte, r,- .. .� ..>.. .. ✓ / / / r r r r EIFS 1 EIFS 2 / r , r f / .�� l / r. / r / r n' '7 / r r <r r / / / / / r T r r. r._:<�!,>_.__<_! rl...�/..< .rL....r.<i:. :.�G .. /.. ..r.,�.rt:_<. .< ..,G,./..,_,f sr/.._<r/.<..<..1....<. .< _/ _.r. 5,, �..,....,, ..� .v�_ _._ s+_ ., \\ \ \ \ . \ \ :\ \ \ \ , \ \ \ \ �< \ \, � GTR \. \ \ \ \. \ a \,. \ \ 154 \ \ \ \ \. �' .. \ ,\ �` 15-4 \ \. \ . \ \ , EIFS 1 \\\ \\, \, \ \\ \ �< ,\. ,\ .. . \\ \\ .\ . �. \ ,` .\ \\ \ .. ,. \. ...\\ `�< \ \ \ \ \ � \ EIFSG \ \ \ \ \. �. \. - \�.~�>, .. ,. \ \, \ \ \ .\ \ \ \ \ \ \ \ \ E F G \ \ , \ \ \ EIFSG \ \ .. \ \ \ \ \ \ \ I S \ \ , \ , EIFSG \ \ \ \ \ \ \ ,... .. , ,\ . \ .\ \ \ \ \ \ \ \ \ \ \ \ \ \ F .. \ \ \ \ \ \\ \ \ \ \ T.O.STEEL \ \ \ , \ � \ \ :�. \ \ \ \ \, \ \ \ \ \ \ \ \ \ \ \ T.O.STEEL \ ,\ \\, \\ \ \ \ .\ \ \ " \ \ \ \ \ \ > \ \ \ \ ,. \ \ \ \ \, \ \ \ \ \. \ :\ DNS � , r / '� r N T 3. r, / r r r / / � r r r / r ! 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AST STONE SILL79 �.. . . - -r }- - I. --} T.O.CA . SILL , o : TSF .. , , i .. . "., i i ST STONE .,. ... , ., } , , s - 1 - - - ii j 3 - - , SILL _ _ L . - - _ _,..._..... ._._.�_-- .- 1. r 4 1 .. ... .. .. - }. ... -Y .. fi. , ., .. ... -. . , ,�, --rte ,. .-.. .. .�. ,. .f .. ... r. . . -. -, . .. ,r B SP SB ..01-0 I01 .I. -.r SILL -1--Y . . . _ y ___-_,_.._ FINISH FL00 ., . . >-�« . . . , .. _� � . ,--- �. �-. ,. r . ,. x - - -- - E - - --- - FINISH FLOOR - - -- - -- - -- --- - - __ -- -_ _ - - - - - ----- -- _ _ -- _� - 21411 MCJ MCJ MCJ MCJ MCJ MCJ 2111 1-1 MCJ DNS MCJ DNS DNS L.. --- _-'-'--------------- --------...------I---'--------'-----------L-'---"---'---------..-.-_..-'---1------------'------'--_----------_I qV B.O.FOOTING I SP-SB � I I I I I B.O.FOOTING I I I I � I SOUTH ELEVATIONri*`� EAST ELEVATION 2 NOTE: ANY EIFS REVEALS PROVIDED TO SCALE: 1/8"=1'-0" A-2.0 SCALE: 1l8"=1'-0" A-2,0 BREAKUP INSTALLATION SURFACES SHALL IIIIBE PROVIDED BEHIND DOWNSPOUTS-SEE A-5.0 FOR DIMENSIONS A .4 .9 B C C.1 C.6 D III1"CDX STRUCTURAL GRAD I SIMILAR SIMILAR SIMILAR 1 I i PLYWOOD SHEATHING 1 1 1 REQUIRED ACROSS WIDTH /, 4 3 2 I I 1 OF CROSSHATCHED AREA I I 2 3 4 1 5 4 3 2.5 2 .0 A-4.0 -2.0 A-4.0 -2.0 A 4.0 I A -2.0 A-4.0 FOR SIGNAGE ANCHORING I 1 2.0 A 4.0 2.0 A4.0 2.0 A ,0 1 1 I 5 1/2"W x 114"D SCORES I I I I JA 28'-0" T.O.STUD FRAMING I I I A-2.0 ! _ I*m_ ✓ I 1 I I 3 1 _ �� 1 Q 1 1_ Q I I 1 - „6 „-`<N'r,�` 11 r/x'i//i yr. ✓,r <_rte,- I I I 1 I I SEE DETAIL 2/A-2.1 1 / ,// rr;/r�r/�;',;, / , / PC 1 Q � I TYPICAL FOR TERMINATION OF EIFS ✓ q / r/ /r r/rr / r/r / /r /,r// > 1 V 23'-4" �'/ �/�'i/moi% f' %✓ i'! z i INTO ROOF MEMBRANE @ I -2.0 A 4.1 1 -2.0 A 4.1 1 22 0 r / /i/j/7� rT! EIFS'2 rrj/ /r " I I 22 0 _ PC T.O,STEEL&STUD FRAMING , 1 "` /✓ //Z, // ,r/,xl l,.r / - 1 /r r / ''/''i/rl,ir, ,/rl„/ rl r/ i/r/ r r'/r/irr/<i x j A 2 0 I EIFS-11 PARAPET WALL Y /I'it // /r/rr ,}/ r I I _ T.O.STEEL � { 2 0 ii rx Irr,//,1/, // !i/ri'r;i/ rr/✓/;/ii /� !jir'i' i%/y` -< PC 1 n , ., - rrl ✓!Irk' r,jrrir/'r/r.'/-i. /1,ri/rs/ri,i/ /i,t:.,x/.,< r.,r/,/�/rj/'Y"' 1 11 I 1 _. I EIFS-2 ,..,. .. .>, , ,.rte.- ..�� _ ...' `. I i1 20 0 . /f!/,r i,✓„r/rr:/y,// irr/ ✓/yly,l,/r ,r<r<:rr /;.ir,///i//rr„r!,/!/ .. .. .: -1 ,. 7 i.T 1'. r`: , 7 / rr°,t: r �,./�-:,lr''1y:'rj>�-?/Ffl1,.a,ly0.1/1fy'f .. / r >.r ./ r. /. r ,.r z. _ r , r ,. r / / / r /1 x / r - r .. / r/. / r /. / h AFF.(TYP) 20'-O" .- . .. 1 . / .. .. ! / / / .. ... - r / - r / / / / r , / r r / r r. / / T.O.STEEL / r / / .:. 0,S / / / r / / f r T.O.STEEL > 771 . ,. .,. r /. / /� / ->. >. ,- ,_ ..�> _ r _ , _ _- _ ,. '_. T 0 STEEL . r.r ., v r r. .a r r r. r / ! / /. / L 1 / / ri r. >. >'�- ->. r. > l r I ../ / ✓, / //� r. f. / / I >. .,,r.. z., r, r. >..�z.->T, > r> ,. > r - , .>. r. -„ r. .. 1. /, / r ✓ / ,r ,/ :r ./ / / ,. > >. >.., , r > EIFS M1. .. r._ > .. / / / /. / / / r ........ _......_ _ ....__ __. _..._ LEIF 1 , T _. / / / / _ / / r _ r / r r EIFS 1 r / r / r / / ., / / / / r -. rr / / / , ,. , / , r, ,/ / c r r r / r. /. IFS-2 .t ._ / � r. / // r /, r. r r.__<✓ <, .._.r .r ..rt`_. ._<.< -< « _... <.. _ t.. - . .._I .<</._. _ , -,...... - _..<. << / r, / rr,., /, r. / / ,>!. ,.r_ / > / r / rr /.r/, / /�. / r / y r. r< ,r �.. .� 1 .., L, -✓, / G ,ri/., /., /; / _. / /,,./ / / ,.., Z_._.t!<!.. .L.1.1�<.c ..1 .<........<_... _ _.t < ,..t-.11 1..... tl_<. ...:. .? __1..� .r....<tL. �_!_.__.--- /. /.. /, r r / /` !C r r r \ < . \ \ \ \ r. T / / ,r \ \. �. \ \ r r r r. r \ \ \ \ \ \ ry r \. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ . \. \ \ \ .. \ / / r ... \ \ \ \ \ \ \ \ l \ \ \ \ \ \ \ ... -. .\ .\ \ \ \ \ \ \. \ \ \. R I / x r I \ EIFS 2 \ , \ \ \ \ \ � \ :. � �. \. \C � K \ \ \ \ r r /. / \. - \ \ \ \ \ \ \ \ EIF -G . \ / / ,. \ \ \\ \ \ � \ \ \ \. \ \ \ , , \ \ \ \ � \ / !, . , r r r. \ \ EIFSG \ \ - � \ \ .. - \- \ .. � \ � \ \ � \ \ EIFS-2 \ / ✓ \ \,.\ \ \ \ \ \ \ \ \ >, \ \ r / . / \ \ . EIF � \ \ � \ . \ \ \, EIFS-1 t r. / /✓ \ \ S G \ EIFSG \ \ \ \ \ \ ` \ \ / \ \ \ . EIFSG \ \ ., \ _ \ _ \. , ,, \ ,\ ,\ ,. \ EIFSG \ \ .\ \ / r / \ \ \ \ \ �. \ EIF \- \ \ , x \ r \ \, \ \ \ \ \ \ \ \ r / / / / \ \ \ \ . . \ . \ \. \ > , r. / / \ \ \ \ \ \ \ � .. r / / r \ t \ > . \ \ \ , ;\ \ \ \ \ \, r r / / ,� \ \ \ \ \ , \ , \ \ \ \ \. �,. \ \ \ \ \ r /. r. \\ . \ \ \ \ \, . \ \ \ \ \ \ \ . > r >. / /...1._ �' EIF 1 r r r / < r v ✓ / $ r . r, r r >. r 1 r f r J r / ,y T / r. r / /. r. / / .,.. :.. _.. .. ... .r. ✓' ../ l 1Z x� r l / ?moi, ... / /, / / / / / r / r/ / > /. .r t / / / /.. . r r1 / r. / I l' / <._ _'2�'�1'z'>*' � zL < u _<.<y� r ,r.. r / ✓ /i. r r r / r. r /_ <i ✓ / r. r . v._. �e .�h�. E�' �,<.rr,�.t. �� .� ✓l�'r"r� C , . r, / r r.. /. l / r r r ..._.,�.�_..�. ..._._,6 ----- -�� _.... ... T..._._�F�� _ _ (L rG/ !_-_.�._lr <� � ��✓__� �<�.��r �l_� <..�. _.._�< <✓1��<<c r / r/ , EIFS 1 ,� �. , L / 1 r .r, r. / /,rr rr .. r / /r r.// ./ } - ,- .. - - ---- - -_s._._: <.�� ._..rte _.._<��. ,_!!ter__<r.��[.�/'��sl:_ .<<' �� .</s <rl. _.��r EIFS-2 r r_ f ,, X r y / / . r r . r X / / r. / rr / r / / < / a r: r r / ,. :. / ./ r r / /, r. G ..� / / r. .. . .. X / / / G /.. .,/. / / / / r.,r./ / / / / / / /,x / EIFS 1 r / r r / / r ,. / / r EIFS 1 l // / r. r/„ f / /, r/ / / ,r. XL.r ry r! / EIFS 1 i -\ EIFS 2 � ' . EIFS-2 �.:. . . . .... .. . . .1 .. , _ DECK - - .: CAN CAN - - . . :.: :r r r I r �; �r HOOD 1 . . CAN ;, CAN ;, { _ . . . . .• 2 21 ' ` _ } _ - ,, - 1. - :� CAN �� t' `. � �: CAN I, :,: CANJp EIFS 1 . . I SCNC DECK ,','NC1. , G EIFS 1 EIFS 1 { 5 ' SCNC �� . , � 1. EIFS 1 ... EIFS-1 ,:. EIFS 1 -:. EIFS-1 :� ( EIFS 1 EIFS-1 EIFS 1 1 ` EIFS 1 ': ..' ; ,,, ' -^ ti _ 1 SILL <. { \ Al :: A �. .. EIFS 1 1 _ IE :'. `. B B EIFS 1 E -1 ::.. EIF -1 t .:. IFS EIFS 1 S EIFS-1 <.. . CAN I, I 1 < 1 �:: :. : . ,. 1 11 I I L/. �� 1 11 ,•l 1 „ jh ,,. , .. .h:: :� 4 0E 500 { 4-0IL�j t. = . i 1 . .- . SILL 1:.. 4-0 NV T.O.CAST STONE SILL _ -_ _._ - -. _�. _ i _ T.O. ST NE SILL �,_ ✓ - STONE SILL ..... _. .,,.. ....._. ... . .:,. '. . . 11 1-6 _ . .. - SILL SP SB SP SB SP SB SP SB r SILL ' T I. - ;. S 1.. ^-�, SP-SB SP-SB � 01-0. FINISH FLOOR I I 1 I 1 -' 1` : --- - - - - - FINISH FLOOR -2'-4" !- _. ...................._._1... ........_.....-__ .. ._....._._-............_.._..............."...,...I._........._............._............... ......_ .............--- --...-----:....._......,- .... _ ._._.._._......_._ _._.-..._.__......_...... ... _..__...... ...-.._..- - I MCJ MCJ 1 MCJ MCJ MCJ MCJ ' 2-4 Il ---_{- ..... ................_.._......_. .._..- -1------------ -----._._..._..__...---- -----._._-1.,_,_......_.______.,---...._,...-----__...-------------_--_,_....----...1-------------__,,,.___.,......--_.._.,.._----__ .--.-.--.-___------...1.--__------.--_-----'_-__...___.-----._._- -----_-------......---- ----1--i B.O.FOOTING � ( � I -- � I I I I I ( I B.O.FOOTING KNOX BOX MOUNT L12"WHITE ADDRESS SIGNAGE LOCATED HERE(SIZE AND TYPE TO BE SP-SB WEST ELEVATION 3 � " NORTH ELEVATION 4 s-�-�<-�"W,✓�,�.�"W.rv-."-.�."-�.,-�"-�..-�-."-�,,��<.-��.,�-,�• AT 5-0 A.F.F. NUMERALS ADHERED TO COORDINATED WITH SIGN VENDOR)SUPPLIED& 1 SET ALUMINUM THRU-WALL GLAZING INSTALLED BY SIGN VENDOR(UNDER SEPARATE } FLASHING INTO EIFS AND < SCALE: 1/8"=1'-0" A 2.0 PERMIT)-SEE DETAILS 3&4/A-2.1 SCALE: 1/8"=1'-0" A-2,0 j PROVIDE SEALANT NOTE: SEE DETAIL AIA-2.6 FOR LOCATION OF ) ALUMINUM COUNTERFLASHING - � ACCESSIBILITY DECAL ON STOREFRONT CLOSURE STRIP { __ < � 1 112"STANDING SEAM ALUMINUM ROOF PANELS ELEVATION LEGEND C SQUARE STEEL FRAME- S i CONTRACTOR TO DETERMINE �. I SPACING OF MEMBERS AND `> ANCHORAGE TO BUILDING KEYNOTE HATCH DESCRIPTION COLOR 6"CSJ 16 GAUGE METAL j O° STUD BLOCKING FOR � '' "--, - "�:+ SPLIT FACED CMU VENEER-STACKED HOOD(SEE STRUCTURAL) ) SP-SB BOND SHERWIN WILLIAMS-'VIRTUAL TAUPE'-SW7039 j / � 0 #i -..: . .T1. EIFS-COLOR 1 (FINISH-PRODUCT STO SEALANT I j Q EIFS 1 310) STO'SANDSTONE'93860(NA10 0052) GALVANIZED FASTENERS @ �, v---v-"--- �<'-v-w�.<- --v --r -vv --��w -.v U' w-w / ' % EIFS-COLOR 2(FINISH-PRODUCT STO 8"O.C. ''1*_I if \1 """, OUTLINE OF STICK EIFS2 %jiir''i �iy 1 - \ - ---.---. -- ---.-- - . ---�. I ''I /r r/'% 310 STO SMOKED PUTTY 93240(NA10 0053) r FABRICATED METAL //////////// ) / 10'-0 318" CV B.O.CANOPY FRAME CANOPY-SEE DETAIL \\\\ \<\` \ \ EIFS ACCENT COLOR(FINISH STO SW'ENVY'SW6925(NA10 0054) \ 1 1 7/A-2.0 I' i' j o I ':. EIFSG \�` ��` PRODUCT STOUT 130D) Q11 I v EIFS FEAUX ` j CAST STONE SILL-SEE A-4.0 FOR CONTRACTOR TO SUBMIT COLOR SAMPLES FOR APPROVAL `�' - - __._-_ I f. -- - 4 ? STOREFRONT FRAME { I i' < SILL SCHEDULE-DO NOT PAINT (SEE SPECS)-MORTAR TO MATCH COLOR OF CAST STONE 16 GAUGE GALVANIZED7 } BEHIND CANOPY-COLOR I .I' 20 GAUGE GALVANIZED METAL PARAPET STEEL HOOD 2'-O" i6 1�_ } - -- -- - --1 .- - { OF EIFS AT FRAME SHALL PC N/A CAP SHERWIN WILLIAMS-'ENVY'-SW6925 co r '> BE STO SW TONY TAUPE 4"x4"GALVANIZED METAL DOWNSPOUT PAINT TO MATCH ADJACENT EIFS&CMU-'BALANCED SADDLE FLASHING 3' 314"t PC .. ... ., 518" 4 > SW7038 - . `r' < DNS N/A } NOTES: EIFS FEAUX STOREFRONT I W/3 STRAPS BEIGE'SW7037& VIRTUAL TAUPE'-SW7039 REQUIRED(TYP)-SEE TO FRAMING EIFS-2 a,,,, e" - DETAIL 7/A 2.1 16 GAUGE GALVANIZED ) GLAZING COLOR OF EIFS 8"GALVANIZED METAL EIFS-1 } 1.ALL MEMBERS OF THE CANOPY TO BE AT FEAUX GLAZING GTR N/A GUTTER SHERWIN WILLIAMS'BALANCED BEIGE'SW7037 PC �1 _� STEEL HOOD FINISHED IN THE COLOR SPECIFIED IN �� AREAS SHALL BE STO < 1 11 EIFS-1 /- EIFS-2 `> THE ELEVATION LEGEND 'SANDSTONE'93860 - --�------ -. -- - _-' 1-'� 3-0 MAPES LUMIDECK-HANGAR ROD PREFINISHED METAL DRIP EDGE i j 2.CONTRACTOR SHALL SUBMIT CANOPY S SUPPORTED SUPER LUMIDECK HR,2 3/4" EIFS-2 -1 = '. % (SEE DETAIL 1/A 2.1 FOR EIFS I j (NA10-0052) TI1/2" 31-9- 3'-8112" /: . SHOP DRAWINGS FOR APPROVAL DECK N/A DECK,FASCIA'G',KYNAR FINISH,DIAMOND SHERWIN WILLIAMS-`ENVY'-SW6925 EIFS-1 ' ' r /��: FDRAINAGE @ DRIP EDGE) ' w � ESCUTCHEON PLATES,FRONT SCUPPER. ✓ } 3,CANOPY SHALL EXTEND 2"PAST EDGE z cn „ 3 91/4" �� " I ) OF STOREFRONT(OR FEAUX NOTE: 3" 3" _,II rr 3 3 SEE DETAIL 4/A-2.1 EIFS-2 ,-: / � 3 x 4 518"CONTINUOUS 10 OR w w ~ . ' I ,�j 6" 2" % STOREFRONT)EXCEPT WHERE PILASTER SEE WALL SECTION 1/A 4.1 F N ---------_-_-_-Y. V ✓,- Y.-v"-v".Y",>'-_-V _-V'V..,�-'.v'VVY`• ✓-V,--.`/-..,/" ,,-,r,'.l-.,✓-V_v'.1--_-.'l" .-,/--..-,✓,._,l_•✓_„/_. ,.V_ _ ��-�_r / GAUGE METAL CLIP ANGLE I } STOREFR PROFILE OF EIFS @ FEAUX z g STICK FABRICATED METAL CANOPY-SEE { EIFS-1 % EIFS-1 �' SCREWED TO BOX BEAM WITH j ABUTS-CANOPY SHALL EXTEND TO w w _ CAN N/A SHERWIN WILLIAMS-'ENVY'-SW6925 . . /./ STOREFRONT FRAMES-SURFACE 6'-1" 0Im a 6'-1" S DETAIL 7IA-2.0 / //„ #12 TEK SCREW @ 12"O.C. } PILASTERS WHERE CONDITION EXISTS " { EIFS-2 /. . OF FEAUX FRAMES SITS 1 BACK _ ._s _ ,_._ 1C 7Firb(�IT�GG$�-CHCS- ALC"- -6k _„_�_-, '-"-�_, �__-__,._��.�.�_.._�,_.,. -,_�_„-. �. �_ - : I iii ELEVATION SECTION � < SCNC ® DDBXD-'DARK BRONZE' EIFS-G \- �/�r HOLLOW METAL FRAME ' FROM WALL SURFACE&SURFACE 0 A.F.F.(SEE ELECTRICAL) \�� : . ��1- 112"=1'-0" 1 1l2"=1'-0" � 2'-6" OF FEAUX GLAZING SITS 1"BACK �/ 16 GAUGE GALVANIZED STEEL HOOD FROM FEAUX FRAMES �� ' <<. HOOD NIA (REFER TO DETAIL 6/A-2.0) SHERWIN WILLIAMS'BALANCED BEIGE'Sw7o37 ENLARGED E EVAT I O N 5 HOOD DETAIL 6 STICK FAB B E D CANOPY DETAIL ENLARGED LAR E D fi TYPICAL OF 6 D&F N/A STEEL DOOR&HOLLOW METAL FRAME SHERWIN WILLIAMS'BALANCED BEIGE'SW7037 ��_ �� 7 E L EVA FEAUX < SCALE: 114 -1 -0 �2.O SCALE. 112 -1 -0 & 1 1/2"=l'-0 �2.O � SCALE: 1 1/2"=1'-0" A-2.0 SCALE: 1/4"=1'-0" A 2.0 STOREF ONT STOREFRONT TYPE PAINTING NOTES: :\ M�--��-� -MSM � �_.�..- ��_,._..� , �___�_�� __, �� J � _^� �� q CMU- (1)COAT OF S-W LOXON BLOCK SURFACER A24W200(OR EQUAL). (REFER TO SHEET A-3.0) : (2)COATS OF S-W CONFLEX XL ELASTOMERIC HIGH BUILD COATING,A5-400 SERIES(OR EQUAL) �` l �r �� DOOR NUMBER e'�, �ir�Nti 500 METAL- (2)COATS OF S-W METALATEX ACRYLIC SEMI-GLOSS(B42 SERIES) MMA , a: I- (REFER TO SHEET A 3.1) 3 1-30-15 MMA RAISED CENTER BAY OF SIDE PARAPETS PER COMMENT \ *1 r.� ;E ',` LINTELS PAINT STOREFRONT LINTELS PER'METAL'NOTE ABOVE WITFI SHERWIN 1 12-12-14 MMA MMA ADDED CANOPIES&FEAUX STOREFRONT PER COMMENT MASONRY CONTROL JOINT- WILLIAMS'BALANCED BEIGE'SW7037 AFTER PRIMING WITH 11-21-14 MMA I c ;" ATLANTIC BEACH FL MCJ (1)COAT OF S W PRO INDUSTRIAL PRO CRYL UNIVERSAL PRIMER MMA ,< RAKE&CAULK JOINT (B66 310 SERIES) REV. DATE DR DESCRIPTION ION I #< II�` 3901 SPRING HILL AVENUE CH EXTERIOR ELEVATIONS MOBILE,ALABAMA 36608 DOCUMENT CONTROL (251)344-70731 FAX(251)343-9179 ` rJ PROJ. N0. 1405-137 DWG. N0. A-2.0 SUBSTRATE-SHEATHING OVER SUBSTRATE-SHEATHING OVER METAL STUDS METAL STUDS DETAIL MESH-APPLY OVER ALL DETAIL MESH-APPLY OVER SEAMS IN SHEATHING ENTIRETY OF BLOCKING JOINT COMPOUND-APPLY JOINT COMPOUND-APPLY OVER DETAIL MESH AT OVER DETAIL MESH OVER SHEATHING SEAMS ENTIRETY OF BLOCKING WATERPROOF BARRIER-FLUID HOLE FOR ELECTRICAL APPLY OVER SHEATHING CONDUIT-LINE W/NEUTRAL CURE SEALANT WHEN STEEL CHANNEL-FILL VOID ADHESIVE INSTALLING CONDUIT WITH BLOCKING EXPANDED POLYSTYRENE BLOCKING OVER SUBSTRATE- WATERPROOF BARRIER-FLUID BOARD SUBSTRATE-SHEATHING OVER FASTEN TO BLOCKING BEHIND APPLY OVER SHEATHING METALSTUDS SUBSTRATE BASE COAT&MESH DETAIL MESH-APPLY OVER ALL MEMBRANE ROOFING SYSTEM STEP 1 PROVIDE BLOCKING BEHIND SEAMS IN SHEATHING EIFS FINISH OVER PLYWOOD SHEATHING- SHEATHING WRAP CORNER 3" JOINT COMPOUND-APPLY WATERPROOF BARRIER-FLUID OVER DETAIL MESH AT APPLY ADDITIONAL LAYER OVER MECHANICALLY FASTEN SHEATHING SEAMS SUBSTRATE-SHEATHING OVER DETAIL MESH&JOINT MEMBRANE @ 12"O.C. METAL STUDS STEP 1 SUBSTRATE-SHEATHING OVER COMPOUND AT DRIP EDGE APPLY 6"SELF-ADHERING METAL STUDS WATERPROOF BARRIER-FLUID PRE-WRAP BASE COAT&MESH WATERPROOF AIR BARRIER APPLY OVER SHEATHING AND AROUND BASE OF EPS BOARD TAPE OVER 3"ROOF MEMBRANE ELECTRICAL BOX BLOCKING PRIOR TO INSTALLATION-RASP WRAP [;4 BACK OF INSULATION TO PERMIT WATERPROOF BARRIER-FLUID ADHESIVE DRAINAGE PRIOR TO WRAPPING APPLY OVER SHEATHING& EXPANDED POLYSTYRENE LEAVE 118"GAP OPEN FOR RETURNED ROOF MEMBRANE \0 BOARD DRAINAGE BETWEEN EIFS& 9+ DRIP EDGE FLASHING-DO NOT ADHESIVE BASE COAT&MESH SEAL WITH CAULK EXPANDED POLYSTYRENE 1 E PRE-WRAP BASE COAT&MESH JOINT COMPOUND APPLY BOARD AROUND EPS BOARD OPENING OVER DETAIL MESH PRIOR TO INSTALLATION PRE-WRAP BASE COAT&MESH DETAIL MESH-APPLY OVER AROUND END OF EPS BOARD 112"CLOSED CELL BACKERROD& DRIP EDGE FLASHING PRIOR TO INSTALLATION SEALANT(SEALANT MUST MATCH PREFINISHED METAL DRIP EDGE- BASE COAT&MESH ADJACENT EIFS COLOR) FLASHING PART B SCREW TO SUBSTRATE @ 24"O.C. EIFS FINISH FLASHING PART A EIFS FINISH PROVIDE SEALANT UNDER DRIP ELECTRICAL CONDUIT-LINE W/ TURN OUT FLANGES TO MATCH EDGE SEALANT APPLIED OVER JOINT NEUTRAL CURE SEALANT WHEN THICKNESS OF INSULATION BETWEEN BASE COAT&CMU STEP 2 PLUS 114" STEEL PLATE OR CAST STONE SILL INSTALLING CONDUIT BELOW DRIP EDGE ELECTRICAL BOX SET IN SEALANT LARGE MISSILE IMPACT NOTE: WATERPROOF BARRIER-FLUID EIFS DRIP EDGE / ATTACHMENT DETAIL EIFS TERMINATIO DETAIL 2 EIFS ELECTRICAL BOX DETAIL 3 INSTALLATION SHALL COMPLYWAPPLY OVER SHEATHING #11-0606.03. HIGH IMPACT REINFORCINGORCING MESH SCALE: NONE A-2.1 SCALE: NONE �2.1 SCALE: NONE �2.1SHALL BE EMBEDDED IN A SCRATCH COAT STEP 2 FLASHING PART B UNDERNEATH THE WATERPROOF BARRIER OVER LARGE MISSILE IMPACT NOTE: LARGE MISSILE IMPACT NOT THE SHEATHING. FLASHING PART A INSTALLATION SHALL COMPLY WITH NOA INSTALLATION SHALL C MPLY WITH NOA #11-0606.03. HIGH IMPACT REINFORCING MESH #11-0606.03. HIGH IMP CT REINFORCING MESH WATERPROOF BARRIER-FLUID SHALL BE EMBEDDED IN A SCRATCH COAT SHALL BE EMBEDDED I A SCRATCH COAT APPLY OVER PARAPET UNDERNEATH THE WATERPROOF BARRIER OVER UNDERNEATH THE WATERPROOF BARRIER OVER THE SHEATHING. THE SHEATHING. GENERAL NOTES: STEEL CHANNEL-FILL VOIDSUBSTRATE-SHEATHING OVER WITH BLOCKING 1. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR METAL STUDS COORDINATION&SEQUENCING OF ANY SUB-CONTRACTORS SUBSTRATE-SHEATHING OVER INVOLVED IN ANY WORK THAT INVOLVES INSTALLATION OVER OR WATERPROOF BARRIER-FLUID METAL STUDS PENETRATION THROUGH THE EIFS SYSTEM. ALL PENETRATIONS APPLY OVER SHEATHING THROUGH THE EIFS SYSTEM MUST BE COORDINATED WITH THE EIFS APPLICATOR TO ENSURE A WATERTIGHT TRANSITION OF ADHESIVE ALL BUILDING ELEMENTS AT THE EIFS SYSTEM. EXPANDED POLYSTYRENE 2. THE EIFS APPLICATOR SHALL FOLLOW ALL DETAILS PROVIDED BOARD IN ADDITION TO ALL MANUFACTURER STANDARD DETAILS. BASE COAT&MESH STEP 3 FLASHING PART B SEE 2/A-2.1 FOR DETAIL AT THIS JOINT SUBSTRATE-SHEATHING OVER DETAIL MESH-APPLY OVER JAMB FLASHING PART A EIFS FINISH OVER BASE COAT&MESH METAL STUDS JOINT COMPOUND-APPLY 1/2"CLOSED CELL OVER EXPANDED POLYSTYRENE BOARD BACKERROD& ADHERED TO WATERPROOF MEMBRANE- WATERPROOF BARRIER FLUID OVER DETAIL MESH AT JAMB SEALANT INSTALL AFTER SADDLE FLASHING APPLY OVER SHEATHING SUBSTRATE-SHEATHING OVER SUBSTRATE-SHEATHING OVER METAL STUDS OR CMU ADHESIVE z a METAL STUDS EIFS FINISH g PRE WRAP BASE COAT&MESH AROUND EPS WATERPROOF BARRIER-FLUID N BOARD OPENING PRIOR TO INSTALLATION EXPANDED POLYSTYRENE CLOSED CELL BACKERROD& APPLY OVER SHEATHING/CMU INSTALL PARAPET CAP OVER BOARD SEALANT ADHESIVE CONTINUOUS CLEATS&BLOCKING PER SECTION DETAILS ON A-5.0 BASE COAT&MESH WOOD SHIM EXPANDED POLYSTYRENE WOOD BLOCKING-SLOPE TOWARD ROOF Y EIFS FINISH CLOSED CELL BACKERROD& BOARD co HOLE DRILLED IN EIFS&LINED SEALANT BASE COAT&MESH LAP BASE COAT&MESH OVER BLOCKING co WITH SEALANT WATERPROOF BARRIER-FLUID U APPLY OVER SHEATHING&STUD WATERPROOF BARRIER-FLUID APPLY 1 HIGH REVEAL-SEE WALL a PVC SLEEVE INSTALLED AGAINST AT JAMB = SECTIONS FOR DEPTH OVER PARAPET BLOCKING THROUGH HOLE STEEL�°- TOOL EXCESS SEALANT AROUND PRE-WRAP BASE COAT&MESH EIFS FINISH BLOCKING CHANNEL FILL VOID WITH AROUND ENDS OF EPS BOARD PVC SLOPE BOTTOM EDGE OF STEP 4 BLOCKING BEHIND SUBSTRATE PRIOR TO INSTALLATION REVEAL 1":2"(27°)FOR WRAP ROOF MEMBRANE OVER BLOCKING Q EXPANDED POLYSTYRENE DRAINAGE AND DOWN WALL ,,n PVC SLEEVE LINED WITH BOARD SUBSTRATE-SHEATHING OVER METAL SEALANT&BOLT ASSEMBLY DETAIL MESH-APPLY OVER STUDS INSTALLED TO FASTEN SIGNAGE/ EIFS FINISH REVEAL AWNING/CANOPY FRAME JOINT COMPOUND APPLY EXPANDED POLYSTYRENE BOARD N BOLT ASSEMBLY STOREFRONT SEE A-3.0 ADHERED TO WATERPROOF MEMBRANE OVER DETAIL MESH AT REVEAL 04 SIGNAGE/LUMIDECK FRAME FILLET SEALANT EIFS SIGNAGE / LUMIDECK ANCHORAGE DETAIL 4 EIFS JAMB D ETAIL 5 EIFS REVEAL DETAIL 6 EIFS SADDLE FLASHING & PARAPET CAP DETAIL 7 3 N SCALE: NONE A-2.1 SCALE: NONE A-2.1 SCALE: NONE A-2.1 SCALE: NONE �2.1 o LARGE MISSILE IMPACT NOTE: LARGE MISSILE IMPACT NOTE: LARGE MISSILE IMPACT NOTE: LARGE MISSILE IMPACT NOTE: INSTALLATION SHALL COMPLY WITH NOA INSTALLATION SHALL COMPLY WITH NOA INSTALLATION SHALL COMPLY WITH NOA INSTALLATION SHALL COMPLY WITH NOA w #11-0606.03. HIGH IMPACT REINFORCING MESH #11-0606.03. HIGH IMPACT REINFORCING MESH #11-0606.03. HIGH IMPACT REINFORCING MESH #11-0606.03. HIGH IMPACT REINFORCING MESH �� N SHALL BE EMBEDDED IN A SCRATCH COAT SHALL BEE BEDDED IN A SCRATCH COAT SHALL BE EMBEDDED IN A SCRATCH COAT SHALL BE EMBEDDED IN A SCRATCH COAT g UNDERNEATH THE WATERPROOF BARRIER OVER UNDERNEATH THE WATERPROOF BARRIER OVER UNDERNEATH THE WATERPROOF BARRIER OVER UNDERNEATH THE WATERPROOF BARRIER OVER THE SHEATHING. THE SHEATHING. THE SHEATHING. � / U THE SHEATHING. U C N c0 M o C, 11-21-14 MMA MMA ATLANTIC BEACH, FL 3901 SPRING HILL AVENUE REV.1 DATE DR CH DESCRIPTION EIFS DETAILS MOBILE,ALABAMA 36608 DOCUMENT CONTROL (251)344-70731 FAX(251)343-9179 PROJ. NO. 1405-137 DWG. N0. A-2.1 WALL SURFACE AREAS NOT COVERED BY 2X4 HORIZONTAL WD BLOCKING EXTENDS TO FARTHEST OUTER EDGE GONDOLA UNITS SHALL BE PAINTED YELLOW. OF LAST GONDOLA(REFER TO DOLLAR TREE'S FIXTURE PLAN.) PAINT YELLOW. BALLOON CORRAL I I x I I I I I I i � I i O I _ r -i CV TOP OF - -- ------ - PERIMETER ------PERIMETER WALL �� GONDOLA(TYP). _ ao —SLATWALL II I I I 1 I I , ALMOND FRP TO 4'-0"AFF N AREAS NOT SLATWALL TO 8'-0"AFF. PROVIDE 1X4 WOOD PROVIDE VINYL BASE ON WALL SURFACES BALLOON CENTER _ COVERED BY GONDOLA UNITS (TYP.) TRIM AT EDGES PAINTED WHITE. (TYP) NOT COVERED BY GONDOLA UNITS (TYP). _ A INTERIOR ELEVATION A-2.2 SCALE: 1/4"= 1'-0" PAINT YELLOW.--AGRAPHICS DOLLAR TREE SUPPLIED. ----------- ---- ----------- --------------------------------- ---------------------------------------------------------------------------------------------------------\----------------------------------------------------------------------------------- r -------------------------- ------------------------------------------------------------------------------------------------------------------------------------------- I C? ALMOND FRP TO 4'-0"AFF ON AREAS NOT 2X4 HORIZONTAL WD BLOCKING !% COVERED BY GONDOLA UNITS ( P.) TOP OF PERIMETER WALL WALL SURFACE AREAS NOT o -------- GONDOLA(TYP). COVERED BY GONDOLA UNITS EXTENDS TO FARTHEST OUTER 00 PROVIDE VINYL BASE ON WALL SHALL BE PAINTED YELLOW. EDGE OF LAST GONDOLA(REFER TO SURFACES NOT COVERED BY DOLLAR TREE'S FIXTURE PLAN.) I GONDOLA UNITS (TYP). I rB-'* INTERIOR ELEVATION A-2.2 SCALE: 1/4"= 1'-0" WALL SURFACES COVERED BY FREEZERS AND COOLERS SHALL NOT BE PAINTED PAINT YELLOW. GRAPHICS DOLLAR TREE SUPPLIED. � \ - - - - - - - - - - - - - - -- - - - - - - - - - � o ALMOND FRP TO 4'-0"AFF ON AREAS NOT COVERED BY 2X4 HORIZONTAL WD BLOCKING EMPLOYEES EMPLOYEES GONDOLA UNITS (TYP.) TOP OF PERIMETER WALL /WALL SURFACE AREAS NOT CD FREEZER/COOLER I ONLY ONLY GONDOLA(TYP). COVERED BY GONDOLA UNITS EXTENDS TO FARTHEST OUTER C0 /OPEN I PROVIDE VINYL BASE ON WALL SHALL BE PAINTED YELLOW. EDGE OF LAST GONDOLA(REFER TO \\ SURFACES NOT COVERED BY DOLLAR TREE'S FIXTURE PLAN.) GONDOLA UNITS (TYP). PROTECTIVE COVER PLATE -SEE rc'4 INTERIOR ELEVATION DOOR NOTE 2, SHEET A-3.1. A-2.2 SCALE: 1/4"= 1'-0" PAINT YELLOW. GRAPHICS DOLLAR TREE SUPPLIED. ------------------------------------------------------------- ----------------------- --- ------------------ ----------------- ------------------------------ ---------------------------------------------------------------------------- --------------- ------------------------------------------ - ----- I I C? I I I TOP OF PERIMETER WALL WALL SURFACE AREAS NOT 2X4 HORIZONTAL WD BLOCKING GONDOLA(TYP). COVERED BY GONDOLA UNITS EXTENDS TO FARTHEST OUTER 50 SHALL BE PAINTED YELLOW. EDGE OF LAST GONDOLA(REFER TO DOLLAR TREE'S FIXTURE PLAN.) I i I I rD-'* INTERIOR ELEVATION Te14 A-2.2 SCALE: 1/4"= 1'-0" 00 - •��--. ♦ DOCS L��1 G� �rG�L�� s` I �a TEH 11121/14 MMA e �� y�.� ATLANTIC BEACH, FL a k. 3901SPRINGHILLAVENUE REV. DATE DRN CHK DESCRIPTION INTERIOR ELEVATIONS MOBILE,ALABAMA 36608 (251)344-70731FAX(251)343-9179 DOCUMENT CONTROL FPROJ. NO. 15105-33 DWG. NO. A-2.2 ol1-GANG BOX WITH 1-1/2" CONDUIT 3'-6"(H)x 2'-6"(W)3/4" PLYWOOD TOP OF SLATWALL 1-GANG BOX WITH 2" CONDUIT FOR 1 _6op FOR STORE PAGING CABLES BACKBOARD INSTALLED BY SECURITY LAN CABLES GROUNDING BUS BAR 1" FROM RIGHT EDGE OF CONTRACTOR. TOP OF BOARD PROVIDE 10"WIDE 314"WHITE 1-GANG BOX WITH 2" CONDUIT BACKBOARD WITH#12 AWG (SOLID)COPPER AT 8'-0"AFF. PAINT WHITE MELAMINE SHELF. SUPPORT W/SHELF PAINT YELLOW. 1X4 POPLAR WOOD FOR STORE LAN CABLESWIRE CONNECTED TO BUILDING GROUNDING A BRACKETS. TRIM - PAINT WHITE. II ;I ;I SYSTEM. INSTALL IN ACCORDANCE WITH LOCAL, PROVIDE 10"WIDE 314"WHITE NOTCH TRIM AS 3'-6"(H)x 2'-6"(W)314" PLYWOOD II ;; STATE& NATIONAL CODES AND STANDARDS MELAMINE SHELF. SUPPORT WI SHELF REQ'D FOR GONDOLA. - BACKBOARD INSTALLED BY CONTRACTOR. 1X4 POPLAR - - DUPLEX RECEPTACLE IG5362)WITH BRACKETS. (CUT 30" OFF TOTAL& WOOD TRIM - TOP OF BOARD AT 8'-0"AFF. PAINT WHITE ;; ( OFFSET SHELF TO RIGHT). PAINT WHITE. ONE WAY VISION -- -- 71 ISOLATED DEDICATED CIRCUIT MIRROR GLASS NOTE: EQUIPMENT RACK, SUPPLIED 1-GANG BOX WITH 3/4 CONDUIT FOR PROVIDE 1 15" DEEP 3/4" WHITE CD �� ONE WAY (TEMPERED) _ & INSTALLED BY DOLLAR TREE'S -- - MELAMINE SHELF SUPPORT WITH 2X4 DATA CONTRACTOR PAGING PHONE. if 1-GANG BOX WITH 3/4"CONDUIT FOR WOOD CONSTRUCTION. PROVIDE (2)2 MIRROR WHITE FRP _ -----J = 1-GANG BOX WITH 1" CONDUIT FOR DIAL= - o --------�-__J VISION 11 L______�_" o o � �i i OFFICE PAGING VOLUME CONTROL o � 1l2" DIA HOLES WI GROMMETS FOR OUTSIDE CORNER. 6 – 4_p BACK-UP& DSL CABLES oo — bo 0 4'-0" [It6" GLASS ti -- - rr7 w PRINTER&CCN, (1)AT EACH END zo (TEMPERED) - JUNCTION BOX FOR EMS OVERRIDE DIRECTLY ABOVE HOLES IN COUNTER. 1-GANG BOX WITH 1" CONDUIT FOR ° &SALES FLOOR LIGHTING SWITCH SEE ENLARGED OFFICE PLAN. oALMOND FRP PC, PHONE & DATA CABLES SLATWALL FINISH 2X SUPPORT FRAMING ATTACHED --I- g o " TO WALL. VINYL BASE VINYL BASE DUPLEX RECEPTACLE IG5362 WITH `� 1 N _ ( ) ( 6'-0" LONG PLUG MOLD WITH (2) DEDICATED 2 1/2 DIA HOLE W/GROMMET ISOLATED GROUND, DEDICATED CIRCUITS (CENTERED & MIN OF 8 RECEPT) (TYP OF 2) CIRCUIT(TYP OF 3) PRE-FORMED WHITE LAMINATE NOTE:ALL CONDUIT SHALL BE INSTALLED INSIDE 1'12" l'-10" 4"VINYL COVE BASE COUNTER -SUPPORT WITH 2X4 I I I WOOD CONSTRUCTION. WALL TO EXTEND 6"ABOVE SALES FLOOR CEILING. 3�_ FILE CABINETS (SUPPLIED ALL CONDUIT STUBS SHALL BE FINISHED WITH Ilk 3'-8" NOTE: CONTRACTOR SHALL LABEL ALL PHONE BY DOLLAR TREE) (3)2X4 WD SUPPORT LEGS AT FRONT, CONNECTOR/BUSHING AND HAVE PULL STRINGS le 4f-3" JACKS/JUNCTIONS AS PER ELEVATION. CENTER AND WALL. REFER TO SECTION. INSTALLED. ALL CONDUIT SHALL BE 314" UNLESS q -7 \2X4 WD SILL SHOT TO FLOOR. OTHERWISE NOTED.ALL CONDUIT & BOXES AREDIMENNOTE: ALL LOW-VOLTAGE FACEPLATES AND SHALL ABELTONED TOCENTERLINE. CONTRACTOR ELECTRICAL AND DATA LOW-VOLTAGE WIRING WILL BE PROVIDED FINISHES, SHELVING AND CONSTRUCTION SHALL LABEL TOP OF CONDUIT TO MATCH LABELS ON JACKSMUNCTIONS BELOW. AND INSTALLED BY DOLLAR TREE'S DATA CONTRACTOR. A OFFICE ELEVATION B OFFICE ELEVATIONrc""*NOFFICE ELEVATION \,,A-2.q/SCALE:318"= 1'-0" A-2 3 SCALE:3/8"=1'-0" \,,A-2.3/SCALE:3/8"= 1'-0" 3/4"SLATWALL ON GWB 5„ I II PROVIDE 3/4"X 15"WHITE < !I MELAMINE SHELF II 21 /2" HOLE WITH GROMMENT. PROVIDE FRP OUTSIDE SEE ELEVATION FOR CORNER-WHITE. ADDITIONAL REQUIREMENTS 5/8" GWB- PAINT YELLOW. CONT (FIRE TREATED)2X4 WD FRAME ATTACHED TO WALL PAINT FRAMING WHITE o PROVIDE (FIRE PROVIDE CONT FIRE TREATED TREATED)2X4 4 NDETAIL _ 2X4 WD LEDGER-ATTACH TO WD CENTER 2 PROVIDE PREFORMED ADJACENT WALL 8" OC MAX. SUPPORT A-2.3 WHITE LAMINATE A-2.3 SCALE: 1 1/2"= 1'-0" @ 8'-0" COUNTER TOP WITH _ BACKSPLASH. PROVIDE CORNER ��7J BEAD (FIRE TREATED)2X4 1X4 POPLAR WD TRIM - 0 LINE OF ADJACENT WD SUPPORT FRAME ` PAINT WHITE. 5'-4" Z r l WALL TYP PAINT OFFICE 2X FIRE TREATED WOOD (TYP) INTERIOR BLOCKING ADJUST LENGTH TO PROVIDE FASTENING PAINT ALL WHITE. N w 1 FRAMING WHITE. o SLATWALL TO EACH INTERMEDIATE STUD. N o METAL FILE METAL FILE PROVIDE FIRE ONE LAYER 518" GWB EACH CABINET CABINET ( ATTACH FRAME TO SIDE ON 3 518" (20 GA) --_---� r---:-- -:-- r---:-- ---- r---:-- w TREATED)2X4 N ENDCAP SUPPORT ADJACENT WALL N METAL STUDS AT 16 OC. - EA SIDE TYP ( )- OFFICE SALES AREA I I I I ATTACH @ 8 OC L-------J L-- - MAX PROVIDE VERT 2X FIRE TREATED - ---J L_____ _J L_.______J L ______J L_______J I I I I I I I CLIP BOARD TYP ----- (FIRE TREATED) WOOD BLOCKING - ---- ------------- -- -------------------- -- --- 2X4 WD FRAME WOOD TRIM - i� " 6'-5" r--- -- r--- - LINE OF COUNTER ABOVE- HOLD (FIRE TREATED)2X4 NOTE: SUPPORT AT PAINT WHITE. , SHELF FRAMING CENTER OF (MITER ' ' ' L-------J L-------J L------ L---- -- ' L--------� L-------J BACK 2X4 FRAMING AS REQ'D WD. SUPPORT ; FOR INSTALLATION OF COUNTER ABOVE SHALL BE COUNTER. CORNERS) 1X4 POPLAR WDTRIM - , , N SIMILAR-SEE PAINT WHITE. 1X3 PINE TRIM - PAINT EQ EQ ELEVATION. ° ONE-WAY VISION WHITE. ATTACH FRAME TO SLAB TEMPERED MIRROR GLASS #8 ROUND HEAD SCREWS 1 10'-0° 112" LONG TYP PLAN DETAIL 2 SECTION rTHEAD / JAMB DETAIL D CLIPBOARD RACK ELEVATION A-2.3 SCALE: 11/2"= 1'-0" A-2.3 SCALE: 11/2"= 1'-0" �21SCALE: 1 112" = 1'-0" A-2.3 SCALE:3l4"= 1'-0" . far '1'•' r. 11/21/14 TEH MMA l�Z '�t(� `' 4 ATLANTIC BEACH, FL rL DRN ' 3901SPRINGHILLAVENUE REV. DATE CHK DESCRIPTION OFFICE DETAILS & ELEVATIONS MOBILE,ALABAMA 36608 (251)344-7073 1 FAX(251)343-9119 DOCUMENT CONTROL PROD. N0, 15105-33 DWG. NO. A-2.3 i i 71-611 9'4 "+ NOTE: 4'-0" CLEAR CONTRACTOR SHALL OBTAIN A 2'-0"X 4'-0" SLATWALL WITH (3) 10"X TCOPY OF THE WATER 2'-0"X 3/4"WHITE MELAMINE SHELF FRP-SEE FINISH NOTES TOILET ACCESSORIES ARE DOLLAR TREE FOUNTAIN SPEC SHEET PRIOR FRP-SEE FINISH SUPPLIED- INCLUDING GRAB BARS, TOILET AND SUPPORT BRACKETS. NOTES SHEET A-3.1. SHEET A-3.1. PAPER DISPENSER, MIRROR, HAND DRYER,AND TO WATER COOLER 39"TO 41" INSTALLATION. CONTRACTOR 36" GRAB BAR(PROVIDE BLOCKING MIRROR MIRROR SLATWALL. SHALL ROUGH IN ALL IN WALL AS REQ'D) HI-LO HANDICAP PLUMBING BASED ON THE 18"VERTICAL MOUNTED GRAB BAR 18"VERTICAL MOUNTED GRAB THE ELECTRIC HAND DRYER WILL NOT EXTEND ELECTRIC HAND ACCESSIBLE WATER FOUNTAIN SPEC SHEET. ` DRYER BAR(PROVIDE BLOCKING IN � MORE THAN 4" FROM THE WALL ON WHICH ITIS DRINKING (PROVIDE BLOCKING IN WALL AS WALL AS REQ'D) I MOUNTED UNLESS IT HAS A LEADING EDGE AT FOUNTAIN. _ _ _ REQ'D) 12" OR BELOW 27"ABOVE FINISHED FLOOR. 611 cn 42" GRAB BAR(PROVIDE T - BLOCKING IN WALL AS REQ'D-T Jo4 FLUSH CONTROLS SHALL BE LOCATED ON THE 6" , NOTES SHEET A-3.1aoOPEN SIDE OF THE WATER CLOSET.o TWO ROLL TOILET PAPER m - o TWO ROLL TOILET PAPER C.0 - w v o- - -I i �,, NDISPENSER. TYP OF 2 PER IL N v- J I o DISPENSER. (TYP OF 2 PER o - M M CONTRACTOR SHALL COMPLY WITH PLANS AND VINYL BASE _ N j ( �" ~ WATER CLOSET). PROVIDE M HANDICAPPED CODES AND LAWS. CONTRACTOR WATER CLOSET). PROVIDE BLOCKING IN WALL AS REQ'D. SHALL VERIFY COMPLIANCE TO FLOOR PLAN, " BLOCKING IN WALL AS REQ'D. WRAP PIPES 1 -3 1 -3 16 -18 AS REQUIRED "15 VINYL BASE ENLARGED PLANS AND ELEVATIONS THIS SET. CLR CLR BY ADA. MIN VINYL BASE NOTIFY CONSTRUCTION PM WITH ANY CL DISCREPANCIES. A TOILET ELEVATION B TOILET ELEVATION �CDRINKING FOUNTAIN ELEVATION A-2.4 SCALE:3/8"= 1'-0" /�-2,4 SCALE:3/8"=1'-0" A-2.4 SCALE:3/8"=1'-0" \\\\\\\\\\\\\\\\\\ FASTEN WATER HEATER TO WALL WITH TWO \ 11/2" GALVANIZED STRAPS POSITIONED 1/3 6-6 ± DOWN FROM TOP AND 1/3 UP FROM BOTTOM WATER HEATER- REFER TO OF WATER HEATER.ATTACH TO BLOCKING PLUMBING PLAN FOR WITH 1/4"0 X 11/2"WOOD SCREWS. ADD TIONAL INFORMATION. 2X6 FIRE TREATED WOOD BLOCKING IN WALL - CV CONTRACTOR SHALL INSTALL r (TYP.AT TWO LOCATIONS). STR kPPING AND BLOCKING. DRA N PAN -REFER TO 2X6 FIRE TREATED WOOD BLOCKING IN WALL PLUMBING PLANS " WITH A34 FRAMING ANGLE TO STUD EACH SIDE o AT EACH LOCATION (TYP). ROOF STRUCTURE STEEL ANGLE FRAME - ; DRAIN PAN SET ON 28"x 36"x 3/4" FIRE HANGER WIRES. INSTALL PER 3'-0" - - - - — — - — — — — - REFER TO DETAIL 11A-2.4 TYP TREATED PLYWOOD PLATFORM. REFER TO MANUF SPECS. o PLUMBING PLAN FOR ADDITIONAL DRAIN PAN - REFER TO INFORMATION. 2'X4'ACCOUSTICAL CEILING TILES _ -- --- PLUMBING PLANS ,' - _-.- - _ — — — — AND GRID INSTALL PER MANUF SPECS. L -4"2' REFER TO REFLECTED CEILING PLAN CENTER SUPPORT — — — — — — — — — — — — — _ FOR GRID LAYOUT,SHEET A-1.2 — — — — — — — UTIL TY CABINET-TENANT — — _ _ _ — SUPPLIED (NSF APPROVED.) 2X6 FIRE TREATED WOOD BLOCKING IN WALL - — 11/2"X 11/2"X 118" STEEL ANGLE FRAME OF MAX STUD SPAN WITH A DEFLECTION OF U360 AT EACH LOCATION FOR SUPPORT WITH 1l2" 0 — — — — — - - — — — — - GRAPHIC-TENANT ALL WELDED CONSTRUCTION. PRIME AND WITH A MAX. LOAD OF 5 PSF. LAG SCREWS @ 16" OC, TYP. I SUPPLIED, MOUNT AT 5'-0" PAINT SAFETY YELLOW. SECURE TO WALL — - WITH 1l2"0LAG SCREWS AT EACH SUPPORT MAX AFF TO TOP OF 8'-0"AFF -___________ MOP BRACKET- TENANT SUPPLIED. GRAPHIC. FRP TO 8'-0"AFF. REFER TO FINISH ------------------ ------ 8'-0"AFF MOUNT AT 3'-0"AFF TO CENTER OF BRACKET. - — - — — — — - — — — SCHEDULE AND MOP SINK ELEVATION. I r ATTACHED WITH (2)-#12 FRP TO 8'-0"AFF. REFER o 3 5/8"(20 GA)METAL STUDS AT 16"OC — TO FINISH SCHEDULE � WITH ONE LAYER 518"WATER RESISTANT TEK SCREWS AT EACH STUD. . FAUCET- REFER TO PLUMBING PLAN FOR GWB ON TOILET SIDE ONLY. GWB ON METAL STUDS. REFER TO ADDITIONAL INFORMATION ® REFER TO WALL CONSTRUCTION TYPES. IF SHEET A-1.1 FOR WALL TYPES. - — - — — — — — — — WALL IS EXISTING CONSTRUCTION AND DOES WATER RESISTANT GWB ON METAL STUDS. REFER TO NOT MEET OR EXCEED THESE REQUIREMENTS, MOP SINK- REFER TO FLOOR PLAN AND VINYL BASE-REFER TONOTIFY THE PROFESSIONAL OF RECORD SHEET A-1.1 FOR WALL TYPES. HALLWAY PLUMBING PLAN FOR ADDITIONAL - — - — — — — - — — FINISH SCHEDULE IMMEDIATELY. HILTI X-U (.157"O)SHOT PINS INFORMATION. _ _ _ _ _ _ _ _ _ _ WI 1 114" EMBED INTO THE SLAB TOILET MOP SINK- REFER TO FLOOR PLAN AND @ 4'OC&4"OFF EACH END OFBASE. REFER TO FINISH — — — PLUMBING PLAN FOR ADDITIONAL INDIVIDUAL PIECE OF TRACK,TYP. l SCHEDULE, SHEET A-3.1 (TYP.) INFORMATION. FINISHED FLOOR. r 2'-0" NOTE: L 1. REFER TO FINISH SCHEDULE FOR ALL FINISHES, SHEET A-3.1. rD-' MOP SINK AND UTILITY CABINET ELEVATION WATER HEATER MOUNTING DETAIL �2CEILING DETAIL @ TOILET / HALLWAY A-2.4 SCALE: 3/4" = 1'-0" A-2 4 SCALE:314"= 1'-0" - /�-2.4 SCALE: 1 1/2"- 1 0" 3 1/30/15 TEH MMA REVISED MOP SINK ELEVATION TO MATCH PLAN 11/21/14TEH MMA 7 ATLANTIC BEACH, FL DRN .' J-�S 3901 SPRING HILL AVENUE REV. DATE CHK DESCRIPTION TOILET ROOM DETAILS & ELEVATIONS MOBILE,ALABAMA 36808 (251)344-7073/FAX(251)343-9179 DOCUMENT CONTROL PROD. NO. 15101-33 DWG. NO. A-2.4 „ - EMPLOYEE LOCKERS DOLLAR TREE SUPPLIED. GC TO SECURE AND INSTALL LOCKERS TO (FIRE ' RETARDANT)2X4 STUDS. SECURE 2X4 STUDS TO WALL PER MANUFACTURERS ;,� I INSTRUCTIONS. REFER TO FLOOR PLAN FOR LOCKER LOCATION. %<-' I ��^ I 2 A-2.5 WALL AND CAP BEYOND. 2 HOLE, REFER PAINT FOREST GREEN TO SECTION N` SCREW PLACEMENT-TYP i I I � OF (5). EMPLOYEE COAT RACK-GC TO � '� � 3/4"CONDUIT STUB UP SECURE AND INSTALL COAT ® t -�--- ------ FOR DATA CABLE RACK TO WALL PER o MANUFACTURERS30" LONG PLUG MOLD PROVIDE (FIRE RETARDANT) 1 20 AMP CIRCUIT INSTRUCTIONS. INSTALL COAT o WITH ( ) 2X4 WD BLOCKING BEHIND (CENTERED & MIN OF o RACK AT 48"AFF TO CENTER OF o LOCKER AND SECURE TO i d COAT RACK. REFER TO FLOOR - �I� - 4 RECEPTICLES) PLAN FOR LOCKER LOCATION. WALL. CUT 2X4 WD STUDS 4" fir; CN �? SHORT AT EACH SIDE. _ M SCREW LOCKER TO BLOCKING WITH A MINIMUMf OF (5)2"WOOD SCREWS. 4"-I,, �. COAT RACK ELEVATION SIDE ELEVATION '�`'� NOTE: REFER TO SECTION 3'-0" CLEAR FOR ADDITIONAL INFORMATION A EMPLOYEE AREA ELEVATION A-2.5 SCALE:314"= 1'-0" PROVIDE 1X6 CAP WITH ALL EDGES ROUNDED. PAINT FOREST GREEN. (FIRE RETARDANT)314" MDO PLYWOOD ATTACHED TO EACH SIDE OF STUD. ATTACH WITH 2 LIQUID NAILS AND FINISH NAILS PROVIDE CONT (FIRE RETARD NT)2X4 A-2.5 WD LEDGER-ATTACH TO ADJA ENT WALL 2" HOLE @ 8"OC MAX. PAINT WHITE10 5" -- --- PROVIDE 314"X 15"WHITE MELLAMINE SHELF WOOD CORNER GUARD. cn 3 : CONT(FIRE RETARDANT)2X4 � Y WD FRAME ATTACHED TO A-2 5 Z Q WALL PAINT FRAMING WHITE LINE OF EMPLOYEE PROVIDE PREFORMED AREA WALL o u- = WHITE LAMINATE PROVIDE (FIRE RETARDANT)2 4, (D a- I = COUNTER TOP. 1 X 6 CAP WITH ALL SUPPORT(EA SIDE TYP)-ATTACH o o +� EDGES ROUNDED AND @ 8 OC MAX. PAINT WHITE �- PAINTED FOREST GREEN O O M LINE OF (FIRE RETARDANT)2X4 3/4" MDO PLYWOOD (FIRE RETARDANT) STUD WALL ATTACHED TO EACH STUD WITH (FIRE RETARDANT)3/4" MDO LIQUID NAIL AND FINISH NAILS PLYWOOD ATTACHED TO EAC SIDE OF STUD WALL. ATTACH LINE OF - HOLD BACK LLu CONT. (FIRE RETARDANT)2X WD. WITH LIQUID NAILS AND FINISH N PAINT FOREST GREEN N NAILS. PAINTED FOREST 2X FRAMING AS REQ'D FOR Z z FRAMING ATTACHED TO WALL. PAINT GREEN. INSTALLATION OF COUNTER ALL FRAMING WHITE lll 3'-0" CLEAR (FIRE RETARDANT)2 X 4 WOOD LL- 0 STUDS @ 16" OC 3'- 1 1/2"TO EDGE OF FRAMING14 PAINT FOREST GREEN. o BOTH SIDES (FIRE RETARDANT)2 X 4 SILL LIQUID 2 NAILED AND SHOT TO FLOOR '-0"TO EDGE OF FRAMING REFER TO PLAN FINISH FLOOR rl-'**-NPLAN DETAIL 2 SECTION 3 EMPLOYEE AREA SECTON A-2.5 SCALE: 1 112"- 1'-0" t2.5 SCALE: 1 1/2"=1'-0" A-2.5 SCALE:3/4"= 1'-0" 00 TT { =: 11121114 TEH MMA \I I t ATLANTIC BEACH, FL 3901 SPRING HILL AVENUE REV. DATE DRN CHK DESCRIPTION EMPLOYEE AREA DETAILS & ELEVATIONS MOBILE,ALABAMA 36608 (251)344-70731 FAX(251)343.9179 DOCUMENT CONTROL , , R" PROJ. N0. 15105-33 TDWG. N0. A-2.5 CONTRACTOR SHALL INSTALL 8"x 8" "R" MALTESE CROSS SIGNAGE a PER FAC 69A-60.0081. DECAL SHALL BE MOUNTED TO THE LEFT OF THE MAIN ENTRANCE STOREFRONT DOOR NO HIGHER THAN 6-0" AFF AND NOT LOWER THAT 4'-0"AND WITHIN 2'-0" OF DOOR. CONTRACTOR SHALL INSTALL 5"x 18' 5" ENTRANCE ACCESSIBILITY PAIR OF DOORS MAGNETS ATTACHED TO DOOR DECAL ON STOREFRONT GLAZING. (IF APPLICABLE) FRAME AND DOOR. DECAL SHALL BE MOUNTED TO LOW VOLTAGE WIRE MTD ( THE RIGHT OF THE MAIN WITH WIRE CLIPS TIGHT TO ENTRANCE STOREFRONT DOOR (DO NOT MOUNT NEXT TO EXIT I , DOOR FRAME. 24 I DOORS). ACTIVE DOOR MAX 1 STAINLESS STEEL I 611 END CAPS. DETACHED ALARM SYSTEM _ ELAYED • SUPPLIED WITH VOLTAGE NOTE: IF HARD SURFACE 2" DIAM.ALUM. (REFER TO PLAN FOR QUANTITY) 411 WALL I ca EXIST NEXT TO RAIL WITH ROUND STOREFRONT. ' WIRE AND DOOR MAGNETS. SUPPLIED BY DOLLAR TREE AND x STOREFRONT ENTRANCE FLEXIBLE OR RIGID DOOR, CONTRACTOR COVER. INSTALLED BY CONTRACTOR. z SUPPORTLi S STEEL C? SHALL SUPPLY AND — PANIC BAR DEVICE. SUPPLIED BY o INSTALL BACKER FOR 00 - - DOLLAR TREE AND INSTALLED zo DECAL TO ADHERE TO M STAINLESS STEEL. M 91 CONTRACTOR. RECEPTACLE WITH AND ATTACH TO HARD F.F RUBBER ANCHOR, SURFACE AS REQUIRED. DRILL HOLE INTO CONC. REFER TO MANUF. ELEVATION SECTION SPECS. NOTE: DOLLAR TREE SUPPLIED/CONTRACTOR INSTALLED TYP REAR DOOR ALARM MOUNTING DETAIL A ACCESSIBILITY DECAL STOREFRONT ENTRANCE �1SHOPPING CART BUMPER DETAIL SCALE: 1/2"= 1'-0" �2.1SCALE: 1/2"= 1'-O" /�-2, SCALE: 1 1/2"= 1'-0" 10 3/4" POWER POLE CALIFORNIA o ADA SIGNAGE CLEAN-OUT SLOT - ADA CHECKWRITER o CHECKWRITER KEYBOARD DECK `�' 2X4 SHELVING UNITS BOLTED TOGETHER. (2 SHOWN- REFER TO PLAN FOR QUANTITY) - w -- - - -- - _ ��, om M _ - 60 M SAFETY CHAIN- 5/8"WOOD SHELF (TYP) w N Co Y o N SUPPLIED WITH N `'' STORAGE SYSTEM. �n M BAG-RACK ELECTRICAL OUTLET 3'-101' ADAPTER 4'-0" WOOD BLOCKING TANKS, REFER TO BEYOND FOR 2X4 NOTE: 11 1 11 1. CHECKOUTS ARE DOLLAR TREE FLOOR PLAN FOR -- - i SHELVING TO BE } LOCATION 1'-6" 7'-81/4" 6-2112 3-0 SUPPLIED. I i SECURED TO WALL. KEYBOARD i - - -- - - - i SCREW PLACEMENT AT -- - ADJUSTABLE DECK - -- 16" OC TYP. �' = BAG-DECK 2. CHECKOUT AISLES SHALL COMPLY s BELT CLEAN- WITH 2010 FLORIDA BUILDING CODE PRINTER PLATFORM SCANNER OUT TRAY ACCESSIBILITY EDITION 227 AND 904 -----------I- ------ -- GC SHALL SCREW SHELVING I I CHECKWRITER I ---------- ;---,------- UNITS TO 2x4 WOOD } 10 3. PROVIDE SIGN DISPLAYING THE 1'-5" INTERNATIONAL SYMBOL OF i I BLOCKING. I I = I ri ACCESSIBILITY IN BLUE AND WHITE - _- - -= -=______-__- I I HELIUM TANK ED ELEC. EYES - ABOVE THE CHECKOUT AISLE IN THE I i STORAGE RACK I— I ---- ----'— —----I-- ---- M _ _ - = M SAME LOCATION AS THE CHECKOUT ___ v NUMBER OR TYPE OF CHECKOUT 21"X 54" EXP. �„ Y co Y N I BELT AREA N w 1 M I ' o - N w IDENTIFICATION. I GALVANIZED STEEL I I `t L '1 � I I I I I I PLATE I KEYBOARD — I a 2'-0 3/4° --- -� - 9'-2114" DECK 16"x 16" REMOVABLE ADJUSTABLE BAGWELL DECK _ I ____ _;__ ________ I FINISHED FLOOR 7"X 2011 PRINTER PANEL w/TWIST LOCKS SLIDE OUT TCU OPEN STORAGE CHECKWRITER PLATFORM 2-1/4"X 12-1/4" POWER SHELF HINGED PANEL w/FASTENER NOTE: DOLLAR TREE SUPPLIED/CONTRACTOR INSTALLED. 2'-8" ADA CHECKWRITER POLE ACCESS HOLE CASH DRAWER FOR ELECTRICAL ACCESS ELEVATION SECTION TYPICAL CHECKOUT �22M STOCKROOM SHELVING AND HELIUM TANK STORAGE RACK Alw# SCALE: NOT TO SCALE �26SCALE: 314"= 1'-0" 1 12/12/14 TEH MMA ADDED LIGHT-FRAME TRUSS SIGNAGE PER FIRE COMMENT6�1110. ` *TEH00,4� 11!21/14 MMA ATLANTIC BEACH, FL DRN 3901 SPRING HILL AVENUE REV. DATE CHK DESCRIPTIONI ', MISCELLANEOUS DETAILS & ELEVATIONS MOBILE,ALABAMA 36608 ` (251)344-70731FAX(251)343-9179F DOCUMENT CONTROL �° y- '" PROJ. NO. 15101-33 DWG. NO. A-2.6 ADHERE EXPANDED POLYSTYRENE 6"CSJ 16 GAUGE METAL STUDS @ BOARD OVER WATERPROOF 16 O.C.W/R19 BATT INSULATION BARRIER FLUID APPLIED TO 518"GYPSUM BOARD HIGH-IMPACT REINFORCED MESH 6"CSJ 16 GAUGE METAL 3TUDS @ 6"CSJ 16 GAUGE METAL STUDS @ SET IN SCRATCH COAT OVER 16"O.C.W/R19 BATT INSULATION 16"O.C.W/R19 BATT INSULATION 6"4"12 GAUGE BOX BEAM SHEATHING PER NOA#11-0606.03ti 5/8"GYPSUM BOARD 5/8"GYPSUM BOARD SEALANT&BACKER ROD(TYP) 8"CSJ 14 GAUGE METAL STUDS 6"x6"12 GAUGE BOX BEA A 6"x6"12 GAUGE BOX BEAM WOOD SHIM @ 16"O.C. SEALANT&BACKER ROD(TYP) SEALANT&BACKER ROD(TYP) 3/8"0 ANCHOR 18"O.C. 1"CDX STRUCTURAL GRADE Orr PLYWOOD SHEATHING WOOD SHIM WOOD SHIM ---------- 15/16"LOW-E CLEAR INSULATED 0 ANCHOR @ 18-O.C. 3 518"EXPANDED POLYSTYRENE 318"0 ANCHOR @ 18'O.C. 3/8' w;.. UJ DRY GLAZED IMPACT BOARD INSULATION z -,iiil uj RESISTANT GLASS-TEMPERED 15/16"LOW-E CLEAR INSULATED DRY LL 1-3 15/16"LOW-E CLEAR INSULATED WHERE REQUIRED 11 EIFS FINISH OVER BASE COAT& GLAZED IMPACT RESISTANT GLASS- DRY GLAZED IMPACT kj 13f KAWNEER IR 501 CLEAR MESH(NOA#11-0606.03) TEMPERED WHERE REQ[IIRED RESISTANT GLASS-TEMPERED z: 0 0 WHERE REQUIRED ANODIZED ALUMINUM FRAME LL.T-0"MAPES u- w U- KAWNEER IR-501 CLEAR U- 0 w 2114"x 2 1/4"CONTINUOUS 12 0 �2 KAWNEER IR-501 CLEAR LUMIDECK- ANODIZED ALUMINUM FRAME GAUGE METAL CLIP ANGLE U) HANGAR ROD ANODIZED ALUMINUM FRAME SUPPORTED SUPER 21/4"x 2114"CONTINUO L S 12 SCREWED TO BOX BEAM @ 12"O.C. LUMIDECK HR,2 GAUGE METAL CLIP ANGLE 2114"x 2 1/4"CONTINUOUS 12 FOR ANCHORING STOREFRONT NOTE: 3/4"DECK,FASCIA 5/8"GYPSUM BOARD SCREWED TO BOX BEAM @ 12"O.C. GAUGE METAL CLIP ANGLE 5/8"NATIONAL GYPSUM REFERENCE DETAIL 5/A-2.1 FOR 'G',KYNAR FINISH, FOR ANCHORING STOREFRONT SCREWED TO BOX BEAM @ 12"O.C. 6"CSJ 16 GAUGE METAL STUDS @ SHEATHING(NOA#11-0606.03) APPLICATION OF EIFS @ ............ FOR ANCHORING STOREFRONT DIAMOND 16"O.C.W/R19 BATT INSULATION 5/8"NATIONAL GYPSUM STOREFRONT JAMB ESCUTCHEON 00 5/8"NATIONAL GYPSUM EIFS FINISH OVER BASE COAT& SHEATHING(NOA#11-06 6.03) PLATES,FRONT 0 SEALANT&BACKER ROD(TYP) MESH(NOA#11-0606.03) SCUPPER. (SEE SHEATHING(NOA#11-0606.03) 4"SPLIT FACED CMU VE�EER- DETAIL 4/A-2.1)--' STEEL PLATE JAMB J3 STACKED BOND EIFS FINISH OVER BASE COAT& BOARD INSULATION PREFINISHED METAL (SEE STRUCTURAL) MESH(NOA#11 0606.03) SCAL - A 3.0 DRIP EDGE C-4 WOOD SHIM TYVEK COMMERCIAL WRNP D ------ ADHERE EXPANDED POLYSTYRENE WEATHER BARRIER 4"EXPANDED POLYSTYRENE BOARD OVER WATERPROOF BARRIER BOARD INSULATION LUMIDECK BOLT WELDED TO 3/8"0 ANCHOR 18"O.C. 2112"HB#345 GALVANIZED FLUID APPLIED TO HIGH-IMPACT STEEL ANGLE-LUMIDECK CORRUGATED BUCK AN HOR @ ADHERE EXPANDED POLYSTYRENE REINFORCED MESH SET IN SCRATCH HARDWARE TO BE INSTALLED KAWNEER IR-501 CLEAR 2 1/2" 3 1/2" COAT OVER SHEATHING PER NOA# 16"x 16"O.C. BOARD OVER WATERPROOF BARRIER PRIOR TO SHEATHING&EIFS ANODIZED ALUMINUM FRAME FLUID APPLIED TO HIGH-IMPACT 11-0606.03 (SEE STRUCTURAL) A 15/16"LOW-E CLEAR INSULATED 6"CSJ 16 GAUGE METAL 3TUDS @ REINFORCED MESH SET IN SCRATCH SEE DETAIL I/A-2.1 FOR EIFS v 5" DRY GLAZED IMPACT 16"O.C. COAT OVER SHEATHING PER NOA# KAWNEER IR-501 CLEAR I 1 4 11-0606.03 ANODIZED ALUMINUM FRAME DRAINAGE @ DRIP EDGE HEAD Hl RESISTANT GLASS-TEMPERED 1"EXTRUDED POLYSTYRENE STOREFRONT OFFSET WHERE REQUIRED BOARD INSULATION 6"CSJ 16 GAUGE METAL STUDS @ 15/16"LOW-E CLEAR INSULATED STEEL ANGLE WELDED TO TUBE SCALE: Y=V-0" 15/8"FROM GRIDLINE DRY GLAZED IMPACT FOR ATTACHMENT OF LUMIDECK 5" 8"CSJ 14 GAUGE METAL 3TUDS 16 O.C. RESISTANT GLASS-TEMPERED (SEE STRUCTURAL) @ 16"O.C. 8"CSJ 14 GAUGE METAL STUDS WHERE REQUIRED - 16"O.C. 15/16"LOW-E CLEAR INSULATED STEEL REINFORCING AS DRY GLAZED IMPACT NOTE: NOTE: REQUIRED RESISTANT GLASS-TEMPERED RE::ERENCE DETAIL 5/A-2.1 FOR REFERENCE DETAIL 5/A-2.1 FOR WHERE REQUIRED AP LIGATION OF EIFS @ 350-IR ALUMINUM DOOR APPLICATION OF EIFS @ JAMB ri T� JAMB rj"2 STOREFRONT JAMB STOREFRONTJAMB 9/16"CLEAR LOW-E IMPACT >__�JAMB KAWNEER IR 501 CLEAR SCALE: Y=V-0" -30 SCALE: Y=V-0" 1% 3.0 SCALE: 3"=1'-0" 3� .0 A 5" ANODIZED ALUMINUM FRAME RESISTANT TEMPERED GLASS I 15/16"LOW-E CLEAR INSULATED DRY GLAZED IMPACT RESISTANT GLASS-TEMPERED 5" WHERE REQUIRED 15/16"LOW-E CLEAR INSULATED DRY GLAZED IMPACT KAWNEER IR 501 CLEAR 9/16"CLEAR LOW-E IMPACT ANODIZED ALUMINUM FRAME MULLION—rml RESISTANT GLASS-TEMPERED RESISTANT TEMPERED GLASS SCALE: 3"=V-0" A-3�.O WHERE REQUIRED 350-IR ALUMINUM DOOR 350-IR ALUMINUM DOOR < KAWNEER IR-501 CLEAR < SWEEP STRIP cl) CC 9/16"CLEAR LOW IMPACT 511 ANODIZED ALUMINUM FRAME 0 RESISTANT TEMPERED GLASS ADA COMPLIANT ALUMINUM C—q WOOD SHIM THRESHOLD 15/16"LOW-E CLEAR INSULATED SEALANT&BACKER ROD(TYP GROUT DRY GLAZED IMPACT BOTH SIDES) IF RESISTANT GLASS-TEMPERED 77= WHERE REQUIRED THRES LD KTF%� HEA KAWNEER IR-501 CLEAR SILL rs 1� HO E=� A ANODIZED ALUMINUM FRAME -4.0 A-3.0 SCALE: Y=V-101" .�3.O SCALE: Y=V-0" S)GALE: Y=V-10" 3.�O T-9" T-10" T-9" 30'-4" 12'-2- 11 6'-0" T-9- T-1 0" 3-9 T-9" T-10" T-9 MULLION rm_*2*� 101-01,2- _Ll L2�' 21/2' 21/2' lo'-o"=2 --LEI 21/2" SCALE: 3"=1'-0" \,�3.O T.O.FRAME T.O.FRAME NOTE: TEMPERED GLASS REFERENCE DETAIL 7/A-2.0 FOR ADJACENT CANOPY 15/16"LOW-E CLEAR INSULATED STOREFRONT OFFSET TEMPERED TEMPERED ..... DRY GLAZED IMPACT 6"CSJ 16 GAUGE METAL 15/8"FROM GRIDLINE RESISTANT GLASS-T0 4PERED GLASS GLASS W J2 STUDS BLOCKING FOR WHERE REQUIRED C6 0 ": - FASTENING OF CANOPY J4 M1 TEMPEREJ�o 4'-0" Q_ FASTEN TO STUDS W/ KAWNEER IR-501 CLEAF GLASS GLASS B.O.FRAME Ll� 11/2"x 11/2"12 GAUGE CLIP ANODIZED ALUMINUM FRAME NOTE: S N S2 W/(2)#12 TEK SCREW TEMPERED TEMPERED TEMPERED SEALANT&BACKER RO D TEMPERED TEMPERED TEMPERED - PILASTER CONDITION(J2)SHOWN 0 EACH SIDE GLASS GLASS GLASS GLASS GLASS GLASS TO LEFT FOR STOREFRONT TO F_ 0- 0 3/8'0 ANCHOR @ 18"0 C. RIGHT OF ENTRANCE. MIRROR J2 ADHERE EXPANDED 0 0. CM) POLYSTYRENE BOARD OVER -0., &J3 FOR STOREFRONT TO LEFT WOOD SHIM 7�' WATERPROOF BARRIER FLUID B.O.FRAME OF ENTRANCE. 0- GENERAL NOTE: APPLIED TO HIGH-IMPACT ALUMINUM PAN FLASHIII G DIMENSIONS DO NOT Lo REINFORCED MESH SET IN E 'A' TYPE 'B' ACCOUNT FOR SHIMMING AT SCRATCH COAT OVER IMPACT RESISTANT ALUMINUM STOREFRONT SYSTEM 2 1/4"x 2 1/4"CONTINUC US 12 PERIMETER OF STOREFRONT. IMPACT RESISTANT ALUMINUM STOREFRONT SYSTEM G 'LE SHEATHING PER NOA# GAUGE METAL CLIP AN C) 11-0606.03 SCREWED TO BOX BEAl A @ 12"O.C. S FOR ANCHORING STOREFRONT STOREFRONT ELEVATION 5/8"NATIONAL GYPSUM 04 04 SHEATHING(NOA 5/8"GYPSUM BOARD SCALE: 1/4"=V-0 I.- I�-o c5i #11-0606.03) NOA NOTES: 6"x6"12 GAUGE BOX BEM 1.IMPACT RESISTANT STOREFRONT SYSTEM EIFS FINISH OVER BASE COAT -DADE COUNTY PRODUCT SHALL MEET MIAMI MESH(NOA#11-0606.03) CAST STONE SILL TYPEW- -0915.06.CONTRACTOR SHALL 7� APPROVAL11 SEE A4.0 FOR SCHEDU.E 4"EXPANDED POLYSTYRENE STOREFRONT SCHEDULE OBTAIN PRODUCT APPROVAL DOCUMENTS NEOPRENE THRU-WALL FLASHING FOR INSTALLATION REQUIREMENTS.SUBMIT BOARD INSULATION 6"CSJ 16 GAUGE METAL STUDS @ SHOP DRAWINGS WITH NOA CERITFICATION 06 SEE DETAIL 1/A-2.1 FOR EIFS 16"O.C.W/R19 BATT INSULATION 6"CSJ 16 GAUGE METAL STUDS @ TO THE ARCHITECT AND CITY FOR APPROVAL MARK QTY. MANUFACTURER FINISH GLASS DRAINAGE @ DRIP EDGE 16"O.C.Wl R19 BATT IN$ULATION AS REQUIRED > PREFIN PROVIDE HALF HEAD JC INT 2.STOREFRONT DOOR,FRAME,AND 5/8"GYPSUM BOARD O.C. A 1 KAWNEER IR-501 CLEAR ANODIZED 15116"DRY GLAZED INSULATED IMPACT RESISTANT W/LOW-E COATING HARDWARE SHALL MEET MIAMI-DADE COUNTY ISHED METAL DRIP EDGE 8'x6"12 GAUGE BOX BEAM WEEPS 48' (SEE STRUCTURAL) PRODUCT APPROVAL 11-1013.04. 0 B 2 KAWNEER IR-501 CLEAR ANODIZED 15/16"DRY GLAZED INSULATED IMPACT RESISTANT W/LOW-E COATING CONTRACTOR SHALL OBTAIN PRODUCT 3"x 4 5/8"CONTINUOUS 16 GAUGE METAL CLIP ANGLE SEALANT&BACKER ROD(TYP) 5/8"NATIONAL GYPSUM INSTALLATION 0 SHEATHING(NOA#11-0606.03) APPROVAL DOCUMENTS FOR INS SCREWED TO BOX BEAM WITH S.SUBMIT SHOP DRAWINGS REQUIREMENT c� O.0 WOOD SHIM TYVEK COMMERCIAL Wl�LAP D WITH NOA CERITFICATION TO THE ARCHITECT C? WEATHER BARRIER AND CITY FOR APPROVAL AS REQUIRED. #12 TEK SCREW @ 16 KAWNEER IR-501 CLEAR ANODIZED ALUMINUM FRAME 1"EXTRUDED POLYSTYRENE BOARD INSULATION 3/8"0 ANCHOR @ 18"O.C. 15/16"LOW-E CLEAR INSULATED 21/2"HB#345 GALVAN 12 ED 5" CORRUGATED BUCK ANCHOR @ DRY GLAZED IMPACT (u 16"x 16"O.C. RESISTANT GLASS-TEMPERED STOREFRONT OFFSET O�FFSET WHERE REQUIRED 4"SPLIT FACED CMU VENEER- 15/8"FROM GRIDLINE ° t % ` �� HEASILL S2 STACKED BOND SCALE: Y=V-101" \L3.1 SCALE: 3"=1'-0" A-3.0 �M 0 12-12-14 MM MA ADDED BLOCKING FOR CANOPY PER PLANNING COMMENT _0 Lo 01 11-21-14 MM ATLANTIC BEACH, FL 1% �jbl 3901 SPRING HILL AVENUE REV. DATECH DESCRIPTION STOREFRONT ELEVATIONS & DETAILS MOBILE,ALABAMA 36608 11L (251)344-7073/FAX(251)343-9179 DOCUMENT CONTROL PROD. NO. 1405-137 T DWG. NO. A-3.0 DOOR SCHEDULE FINISH SCHEDULE SEE FLOOR PLAN FOR WALL DOORS DOOR DETAILS CONSTRUCTION TYPE. HDW FRM DOOR SPACES FLOORS BASES WALLS CEILING NOTES PROVIDE DOUBLE FRAMING AT FIRE NOTES SALES POLISHED CONCRETE 4"VINYL GWB-PAINT YELLOW ACT 1,2,3,4,5,7,9,11 HEAD &JAMB. HOLLOW METAL # W H T MATERIAL EL HEAD JAMB SILL RATE NOTES EL ENTRY CARPET TILE / FRP WOOD BLOCKING DOOR FRAME 100 3'-0" 6'-8" 13/4" SOLID CORE WD D 1/A-3.1 1/A-3.1 - 100A D 4 STOCKROOM CONCRETE 4"VINYL GWB --- 2,9 CONTINUOUS SEALANT- BOTH HOLLOW METAL DOOR 200 PR 3'-0" 7'-0" 1 3/4" HOLLOW METAL C 1/A-3.1 1/A-3.1 - 1 HR 200A E 2,4,6,8,14 EMPLOYEE AREA CONCRETE - GWB/PLYWOOD --- 5,12 SIDES GROUT 300 3'-0" 6'-8" 13/4" SOLID CORE WD D 1/A-3.1 1/A-3.1 - 300C D 4,5 OFFICE POLISHED CONCRETE 4"VINYL GWB-PAINT WHITE --- 2,3,4,5,7,8 ADA APPROVED ALUM 400 PR 3'-0" 7'-0" 13/4" HOLLOW METAL C 3/A-3.1 4/A-3.1 2/A-3.1 400A C 3,4,10,12,15 TOILET SHEET VINYL 6"SHEET VINYL FRP GWB-PAINT WHITE 4,5,6,7,9,10 _ THRESHOLD N 401 3'-0" 7'-0" 13/4" HOLLOW METAL B 3/A-3.1 4/A-3.1 2IA-3.1 400C B 3,4,7,10,11,15 HALLWAY POLISHED CONCRETE 4"VINYL GWB-PAINT WHITE / ACT 2,3,5,9,11 HOLLOW METAL DOOR FRAME W/ 31/2" 500 PR 3'-0" 7'-0" 1 314" STOREFRONT A H2/A-3.0 J4/A-3.0 T1/A-3.0 500A A 1,9,10,13,15 FRP JAMB ANCHOR-3 PER JAMB 511 DOOR AS SCHEDULED DOOR NOTES HARDWARE NOTE 0 FINISH NOTES THRESHOLD S 1. CARPET TILE: MANUFACTURED BY INTERFACE FLOORING ri"*`NHEAD / JAMB DETAIL 2 • „_ , „ 1. PROVIDE A SIGN POSTED ON THE EGRESS SIDE, ON OR HDW# 100A A-3.1 SCALE.3 - 1 0 ADJACENT TO THE DOOR STATING: "THIS DOOR TO 11/2 PAIR HINGES: STANDARD WEIGHT SYSTEMS AND SU PLIED BY DOLLAR TREE. INSTALL TILES A-3.1 SCALE: 1 1/2"=1'-0" REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED."THE 1 MECHANICAL PUSH BUTTON LOCKSET QUARTER TURNEDAND PER DOLLAR TREE'S CRITERIA. SIGN SHALL BE IN LETTERS 1" HIGH ON A CONTRASTING WITH LEVER HANDLE ENTRY TILE: DECO RIB, STYLE#678609900. - BACKGROUND. CONTRACTOR SHALL PREPARE FLOOR SURFACE AND 1 CLOSER COORDINATE CAR ET INSTALLATION W/CARPET INSTALLER. 2. NEW DOORS-SUPPLIED BY DOLLAR TREE W/ 1 FLOOR STOP PRE-INSTALLED BRUSHED ALUM COVER PLATE ON HDW#200A 2. VINYL COVE BASE: COLOR- BLACK. (VINYL BASE ONLY ON - SALES AREA SIDE OF THE DOOR. EXPOSED WALLS OT COVERED BY GONDOLAS IN SALES 3 PAIR HINGES: 41/2" HEAVY WEIGHT, v 3. PROVIDE (ONE) PEEP HOLE TO VIEW OUT. BALL BEARING PINS AREA.)VINYL COV BASE TO BE LOCATED IN STOCKROOM MOUNT @ 5'-0"AFF. 2 CLOSERS AT MOP SINK AND CABINET ONLY UON. -1 COORDINATOR ___ 4. PAINT DOOR AND FRAME W/WHITE SEMI-GLOSS 3. POLISHED CONCRETE FLOOR ON SALES FLOOR AND OFFICE. ENAMEL PAINT. FOR DOORS 400 &401 PAINT INTERIOR 1 PUSH- PULL LATCH SET POLISHED CONCRETE FLOOR BY DOLLAR TREE'S VENDOR. 5/8" WHITE AND SEE SHEET A-2.0 FOR EXTERIOR COLOR. 1 SET AUTOMATIC FLUSH BOLTS (ON INACTIVE COORDINATE WITF DOLLAR TREE. PREFINISHED METAL f ;l LEAF) 518" 5, 5. INSTALL DOLLAR TREE SUPPLIED SIGNAGE DRIP EDGE (SEE DETAIL 1 DUSTPROOF STRIKE _ ;. PER DETAIL A/A-3.1. 4. SLATWALL: 314"SLA WALL WITH WHITE MELAMINE FINISH. SEE 1/A-2.1 FOR EIFS _ ..� ' �.,.r,-.... 1 STEEL ASTRAGAL � �� ' 2" 6. REINFORCE JAMBS WITH WOOD BLOCKING. MANUFACTURERS DRAWINGS FOR INSTALLATION DETAILS. DRAINAGE @ DRIP 41/4 3 x 4 CONTINUOUS 10 3"x 4" CONTINUOUS 10 7. PROVIDE SIGNAGE THAT READS"EMERGENCY EXIT ONLY." 1 THRESHOLD (114" MAXIMUM HEIGHT) EDGE) GAUGE METAL CLIP 4114" GAUGE METAL CLIP 41/4" 1 SMOKE SEAL 5. PAINT COLORS AR AS FOLLOWS: 3 4 518 CONTINUOUS ANGLE SCREWED TO ANGLE SCREWED TO x 8. PROVIDE SIGNAGE THAT READS "EMPLOYEES ONLY." HDW#300C 10 GAUGE METAL CLIP BOX BEAM WITH #12 BOX BEAM WITH #12 9. PROVIDE HANDICAPPED ACCESSIBILITY DECAL AND WHITE- SHERWIN WILLIAMS PRO 200 LATEX TEK SCREW 12"O.C. TEK SCREW " )z� 11/2 PAIR HINGES: STANDARD WEIGHT SEMI-GLOSS WHITE W/B-1 PER GALLON. ANGLE SCREWED TO @ @ 12 O.C. MALTESE CROSS SIGNAGE. SEE DETAIL A/A-2.6. 1 PRIVACY SET WITH LEVER HANDLE BOX BEAM WITH#12 YELLOW- BENJAMIN MOORE PRODUCT 274 HOLLOW METAL FRAME HOLLOW METAL FRAME i 1CONTRACTOR TO PROVIDE AND .� 0. INSTALL DOOR 1 CLOSER "LEMON SORBET"#2019-60 TEK SCREW @ 12 O.C. SWEEP ON ALL EXTERIOR DOORS TO PREVENT (FLOOR/WALL STOP IF SHIPPED WITH -- - - WATER, WIND AND DEBRIS INFILTRATION. HARDWARE) FOREST GREEN BENJAMIN MOORE PRODUCT 274(EGGSHELL FINISH) HOLLOW METAL FRAME - 11. DOOR, FRAME AND HARDWARE SUPPLIED BY DOLLAR TREE JAMB JAMB "FOREST GREEN"#2047-10 (EGGSHELL ABOVE 4' BELOW 4' VENDOR SHALL MEET MIAMI-DADE COUNTY PRODUCT HDW#400A FINISH) APPROVAL 12-0223.29. CONTRACTOR SHALL OBTAIN 3 PAIR HINGES: 41/2" HEAVY WEIGHT, GRAY- "ROCKY RIVER"#SW6215 SHERWIN PRODUCT APPROVAL DOCUMENTS FOR INSTALLATION NOW REMOVABLE PINS WILLIAMS (SEMI GLOSS) �31IEAD DETAIL �4 ,IAMB DETAIL REQUIREMENTS. SUBMIT SHOP DRAWINGS WITH NOA 1 NON-ALARMED, NON-KEYED PANIC BAR CERTIFICATION TO THE ARCHITECT AND CITY FOR DEVICE: WITH STAND ALONE ALARM 6. PAINT TOILET ROOM EXTERIOR WALLS WHITE. A-3.1 SCALE: 11/2'= 1'-0" �31SCALE: 1 1/2"= 1'-0" APPROVAL AS REQUIRED. REFER TO DOOR ALARM MOUNTING 7. SLATWALL SHALL B PROVIDED BY DOLLAR TREE AND 12. DOOR, FRAME AND HARDWARE SUPPLIED BY DOLLAR DETAIL INSTALLED BY CONTRACTOR. ALL OTHER FINISHES SHALL BE TREE VENDOR SHALL MEET MIAMI-DADE COUNTY 2 OVERHEAD HOLDERS/STOPS (MAX 90°) PROVIDED AND INSTALLED BY CONTRACTOR. PRODUCT APPROVAL12-0223.30. CONTRACTOR SHALL 2 FLUSH BOLTS (ON INACTIVE LEAF) OBTAIN PRODUCT APPROVAL DOCUMENTS FOR 1 DUST PROOF STRIKE 8. PROVIDE PREFORMED COUNTER WITH WHITE HIGH INSTALLATION REQUIREMENTS. SUBMIT SHOP DRAWINGS 1 PEEP HOLE PRESSURE LAMINATE FINISH. MOUNT TO WALLS. FILING WITH NOA CERTIFICATION TO THE ARCHITECT AND CITY 1 ALUM THRESHOLD (112" MAX HEIGHT) CABINETS PROVIDED BY DOLLAR TREE. SEE ENLARGED FLUSH FLUSH SOLID CORE FOR APPROVAL AS REQUIRED. 2 SWEEPS OFFICE PLAN AND OFFICE ELEVATION. STEEL DOOR STEEL DOOR WOOD DOOR 13. ALUMINUM STOREFRONT DOOR SHALL MEET MIAMI-DADE 1 WEATHER STRIP 9. F R P (FIBERGLASS REINFORCED PANEL.): IN TOILET ROOM ALUM. DOOR COUNTY PRODUCT APPROVAL 11-1013.04. CONTRACTOR 1 RAIN DRIP FROM FLOOR TO 8'-("AFF SHALL BE WHITE" COLOR (IN SHALL OBTAIN PRODUCT APPROVAL DOCUMENTS FOR 1 DOORSTOP STOCKROOM BEHIND MOP SINK ONLY, IN HALLWAY BEHIND INSTALLATION REQUIREMENTS. SUBMIT SHOP DRAWINGS 1 ASTRAGAL DRINKING FOUNTAIN. ONLY.) FRP ON SALES FLOOR(WHERE 9/16 LOW-E CLEAR WITH NOA CERTIFICATION TO THE ARCHITECT AND CITY HDW#400C NOTED ON PLANS/ELEVATIONS) SHALL BE ALMOND COLOR TEMPERED IMPACT FOR APPROVAL AS REQUIRED. FRAMING SHALL BE CLEAR 11/2 PAIR HINGES: STANDARD WEIGHT, WITH "J" CHANNEL TRIM CAP AND"H"CHANNEL PANEL RESISTANT GLASS ANODIZED TO MATCH STOREFRONT. NON- REMOVABLE PINS CONNECTORS. 14. PROVIDE "C" LABEL DOOR AND FRAME PER 1 NON-ALARMED, NON-KEYED PANIC BAR 10. SHEET VINYL: CLASSIC CORLON SERIES DEVICE: WITH STAND ALONE ALARM ADA HANDICAP UNDERWRITER'S LABORATORIES INC. 1 REFER TO DOOR ALARM MOUNTING MANUFACTURED BY RMSTRONG- CONNECTION q APPROVED U. PROVIDE TACTILE EXIT SIGNAGE PER DETAIL B/A-3.1. DETAIL. CORLON "PORCELAIN"#88724 OR EQUAL. 0 © © O 1 CLOSER WITH STOP ARM SHEET VINYL BASE: 13Y INTREGAL, 3/8" RADIUS, 6" HIGH 1 PEEP HOLE COVED BASE W/COVE STICK AND EXTRUDED ALUMINUM CAP 15/16" LOW-E CLEAR DOOR ELEVATIONS INSULATED DRY GLAZED GENERAL HARDWARE NOTES: 1 ALUM THRESHOLD (112" MAX HEIGHT) TRIM. TEMPERED IMPACT SCALE: 1/4"= ,'-o" 1. THRESHOLDS AT EGRESS DOORS SHALL BE NO MORE 1 SWEEP 11. PROVIDE 2'-0"X 4'-0" CEILING TILE EQUAL TO ARMSTRONG RESISTANT GLASS 6'-0" THAN 1/2" (MAX) HEIGHT AFF. 1 WEATHER STRIP "CORTEGA" MINABO RD#769, WHITE, IN A WHITE METAL 1�� 1 RAIN DRIP ALUM. ANDD.2. ALL DOOR HANDLES, PULLS, LATCHES, LOCKS AND GRID. (IN AREAS WIT SIGNIFICANT AIR PRESSURESEE SCHEDULE OTHER OPERATING DEVICES SHALL BE INSTALLED 34" HDW#500A DIFFERENTIALS PRO IDE RETENTION CLIPS TO RETAIN FRAME 2" 21 2" 2" 211 SEE SCHEDULE 2" (MIN)TO 48" (MAX)AFF AND SHALL BE HINGES PER STOREFRONT MANUFACTURER PANELS IN PLACE.) 61_011 61_011 2" H1 "SINGLE-HANDED" OPERABLE WITHOUT USE OF KEY (BY GENERAL CONTRACTOR) 12. PAINT EMPLOYEE A EA WALLS TO 4'-0"AFF "FOREST 1 5/16" LOW-E CLEAR M1 A-3.0 OR SPECIAL KNOWLEDGE. 2 CLOSERS WITH STOP ARM AND DROP PLATE GREEN". INSULATED DRY GLAZED / _ d �r N 3. WHERE EGRESS DOORS ARE USED IN PAIRS, THE 2 PUSH PLATES (BY GENERAL CONTRACTOR) TEMPERED IMPACT `� N RESISTANT GLASS 3 UNLATCHING OF THE LEAF SHALL NOT REQUIRE 2 PULL HANDLES (BY GENERAL CONTRACTOR) H2 ,` o H. METAL H. METAL 3 H. METAL 1 H. METAL 1 MORE THAN ONE (1)OPERATION AS MENTIONED IN 1 KABA CYLINDER(SUPPLIED BY DOLLAR TREE) A-3.o j o FRAME A-3.1 FRAME A-3.1 FRAME A-3.1 FRAMEA-3.1 GENERAL HARDWARE NOTE#2 ABOVE. 1 COMMERCIAL GRADE DEADLOCK W/THUMB - - 4. CONTROLS AND OPERATING MECHANISMS SHALL BE TURN ON SALES SIDE W/3 POINT LOCK AND rJ4�V - o o ao 0 A-3.0 N ti LEVER-TYPE (OR EQUAL) PROVIDING OPERATION AUTOMATIC FLUSH BOLTS TOP AND BOTTOM o �, 4 ~ ~ 4 ri 1 WITH ONE HAND AND NOT REQUIRE TIGHT GRASPING, (SUPPLIED BY GENERAL CONTRACTOR) �i A-3.1 A-3.1 PINCHING, OR TWISTING OF THE WRIST. 1 THRESHOLD (112" MAX HEIGHT) // // A-3.1 A-3.1 5. THE FORCE REQUIRED TO ACTIVATE CONTROLS OF 1 DUST PROOF STRIKE INTERIOR HINGED DOORS SHALL BE NO GREATER 919 rT 1 2 2 THAN 5 POUNDS (22.2 N). TACTILE EXIT SIGNAGE WITH A 3.0 O © © O O p► A-3.1 6. DOORS EQUIPPED WITH CLOSERS SHALL BE 5/8"-2"COPY AND GRADE II ADJUSTED SO THAT THE SWEEP PERIOD FROM AN BRAILLE PER ANSI Al 17.1 OPEN POSITION OF 70 DEGREES WILL TAKE AT SECTION 703 AND/OR NFPA DOOR FRAME ELEVATIONS LEAST 3 SECONDS TO MOVE TO A POINT 3" FROM -------- x SCALE: 1/4"= 1'-0" THE LATCH MEASURED FROM THE LEADING EDGE "' ` OF THE DOOR. 6"X 9" PLAQUE W/4" LATCH SIDE OF SINGLE DOOR OR RIGHT SIDE OF DOUBLE DOOR O 7. REQUIRED EXIT DOORS SHALL BE OPENABLE FROM HANDICAPPED PICTOGRAM, o THE INSIDE WITHOUT THE USE OF A KEY, TOOL, 3/4" COPY, GRADE II BRAILLE. FLOOR Z SPECIAL KNOWLEDGE OR EFFORT. MANUALLY MOUNT ON WALL@ 60" OC o0 m OPERATED FLUSH BOLTS ARE PROHIBITED.ALL AFF 8" MAX FROM THE STRIKE bo o HARDWARE MUST BE DIRECT ACTING REQUIRING NO SIDE DOOR JAMB. I I MORE THAN ONE OPERATION. DOUBLE CYLINDER" L�L�L,z1Ln� U Lrt� L� DEAD BOLTS , REQUIRING A KEY FOR OPERATION ON �ASIGNAGE ELEVATION SIGNAGE ELEVATION rB Al 12/12/14 TE MMA ADDED BRAILLE EXIT SIGNAGE PER FIRE COMMENT BOTH SIDE ARE PROHIBITED ON REQUIRED Q MEANS A-3.1 SCALE. NOT TO SCALE 11/21/14 TEH ATLANTIC BEACH FL OF EGRESS DOORS UNLESS THE LOCKING DEVICE IS SCALE: NTS A-3,1 MMA i1. I f L ( " H A KEY WHICH REV. DATE DRN DESCRIPTION ``� ' lJ PROVIDED WITH CH CANNOT BE REMOVED 3901 SPRING HILL AVENUE CHK INTERIOR DOOR & FINISH SCHEDULE & DETAILS WHEN THE DOOR IS LOCKED FROM THE INSIDE. MOBILE,ALABAMA 36608 (251)344-70731FAX(251)343-9179 DOCUMENTCONTROL PROJ. N0. 15101-33 DWG. N0. A-3.1 ff I 20 GAUGE GALVANIZED METAL PARAPET CAP ` •-- - - - - - - - ® 20 GAUGE GALVANIZED METAL ♦ ® CONTINUOUS 20 GAUGE 231-4" ' PARAPET CAP VARIES WITH RADIUS T.O.STUD FRAMING i GALVANIZED METAL CLEAT T.O.STEEL&STUD FRAMING STEEL TUBE ' 1 1 ' (SEE STRUCTURAL) 1 9 j I 60 MIL SURE-WELD REINFORCED TPO MEMBRANE 518"CDX PLYWOOD SHEATHING 4.0 A-5.0 - SURE-WELD BONDING ADHESIVE - 6"CSJ 16 GAUGE METAL STUDS @ I , 4.0 A-5.0 16"O.C.W/R19 BATT INSULATION STEEL CHANNEL STEEL CHANNEL SIMILAR j 518"PLYWOOD SHEATHING ' ' TO ROOF LEVEL (SEE STRUCTURAL) (SEE STRUCTURAL) EIFS FINISH OVER BASE 8" 3"I 1 " 1 COAT&MESH(NOA I 6"CSJ 16 GAUGE METAL STUDS 1 1 2 LAYERS POLYISO ROOF 6"CSJ 16 GAUGE METAL STUDS @ 6"CSJ 16 GAUGE METAL STUDS @ #11-0606.03) 1 @ 16"O.C. EIFS FINISH OVER BASE INSULATION-R30(MIN.5"THICK) 16"O.C.W/R19 BATT INSULATION 16"O.C.W/R19 BATT INSULATION EXPANDED POLYSTYRENE , COAT&MESH(NOA I I TO ROOF LEVEL I TO ROOF LEVEL ® 8' CSJ 14 GAUGE METAL STUDS #11-0606.03) ♦ -• - - - - -+ ® 60 MIL SURE-WELD REINFORCED INSULATION i - - - - @ 16"O.C. TPO MEMBRANE OVER BONDING 2 LAYERS POLYISO ROOF 2 LAYERS POLYISO ROOF EXPANDED POLYSTYRENE I ADHESIVE o - - - - , INSULATION-R30(MIN.5"THICK) ` - - - - ® INSULATION-R30(MIN.5"THICK) 1"CDX STRUCTURAL GRADE ( STEEL TUBE INSULATION _ - PLYWOOD SHEATHING 20'-0" 20'-0" i (SEE STRUCTURAL) T.O.STEEL T.O.STEEL 3 518"EXPANDED 8"CSJ 14 GAUGE METAL STUDS I 1 1 i 1 POLYSTYRENE BOARD @ 16"O.C. ' 11/2"METAL ROOF DECK 1 ' 1 11/2"METAL ROOF DECK 1 ' 1 11/2"METAL ROOF DECK INSULATION i I (SEE STRUCTURAL) i I 1 (SEE STRUCTURAL) SIMILAR 1 I 1 (SEE STRUCTURAL) 23'-4" STEEL TUBE COLUMN BEYOND ..- -� - 12 1 1 12 1 i 12 T.O.STEEL I (SEE STRUCTURAL) '►. (MINIMUM) 114 2 - 1 1 (MINIMUM) 114 2 1 1 (MINIMUM) 114 ® .. j ADHERE EXPANDED 1 6"CSJ 16 GAUGE METAL STUDS @ %`r• ' '`'{; , + POLYSTYRENE BOARD OVER 16"O.C.W/R19 BATT INSULATION WATERPROOF BARRIER FLUID ' TO ROOF LEVEL 18'-0" 18'-0" 1 '- 18'-0' i APPLIED TO HIGH-IMPACT T.O.STEEL 1 1 T.O.STEEL 1 1 T.O.STEEL i 1 REINFORCED MESH SET IN 2 LAYERS POLYISO ROOF 1 17'-6" 1T 6' _ ' INSULATION R30(MIN.5"THICK) 2 ',,{ T.O.1"EIFS REVEAL SCRATCH COAT OVER - T.O.1 EIFS REVEAL SHEATHING PER NOA# 60 MIL SURE-WELD REINFORCED 11-0606.03 ' TPO MEMBRANE OVER BONDING 16'-9" r. 16'-9" ` PROVIDE CONTINUOUS I ADHESIVE SIMILAR T.0,1"EIFS REVEAL T.0.1"EIFS REVEAL 2x8 PRESSURE TREATE ' ;� ; +, =�,, , WOOD BLOCKING FOR 11/2"METAL ROOF DECK" • • � ' -, BOTTOM CHORD BRACING .. . BOTTOM CHORD BRACING � :�-. BOTTOM CHORD BRACING SIGNAGE ANCHORING- / I (SEE STRUCTURAL) j;, . �' (SEE STRUCTURAL) I � :< (SEE STRUCTURAL) (SEE STRUCTURAL) COORDINATE 4 - LOCATIONS WITH SIGN / STEEL BEAM r- STEEL BEAM r STEEL BEAM VENDOR , STEEL BAR JOIST (SEE STRUCTURAL) (SEE STRUCTURAL) ` (SEE STRUCTURAL) (SEE STRUCTURAL) %'`` STEEL BAR JOIST r ~< STEEL BAR JOIST ` - STEEL BAR JOIST SIMILAR 12 (SEE STRUCTURAL) (SEE STRUCTURAL) / - l (SEE STRUCTURAL) 2 ..' MINIMUM 114 i" ( ) TRACK UNDER BEAM TO BE 6" � TRACK UNDER BEAM TO BE 6" TRACK UNDER BEAM TO BE 6" 16 GAUGE MAX TRAK SLT k 16 GAUGE MAX TRAK SLT > r 16 GAUGE MAX TRAK SLT (CLARK DIETRICH)OR r ; (CLARK DIETRICH)OR (CLARK DIETRICH)OR 18'0" 1 J APPROVED EQUAL j APPROVED EQUAL APPROVED EQUAL /16 T.O.STEEL 1 1 13'4" >'\ 1 x 1/2 DEEP EIFS REVEAL- 13'4" I: T.0.1 EIFS REVEAL ' SEE DETAIL 6/A-2.1 (TYP) T.0.1"EIFS REVEAL : / SEEIDETAIL 6/A-2.1 (TYP�L TILE CEILING(SEE REFLECTED TILE CEILING(SEE REFLECTED ,,-' ' '� i 12'-7" CEILING PLAN) STEEL BEAM ^ , ,. + T.O.1"EIFS REVEAL T.O.1" REVEAL CEILING PLAN) , / ,,: (SEE STRUCTURAL) / i I%~. ADHERE EXPANDED I ' SIGNAGE(SIZE AND POLYSTYRENE BOARD OVER BOTTOM CHORD BRACING , TYPE TO BE �'� WATERPROOF BARRIER FLUID ' / 6"CSJ 16 GAUGE METAL STUDS @ ;> '" 6"CSJ 16 GAUGE METAL STUDS @ COORDINATED WITH / ,<. (SEE STRUCTURAL) APPLIED TO HIGH-IMPACT SIGN VENDOR) s. ` 16"O.C.W/R19 BATT INSULATION 16"O.C.W/R19 BATT INSULATION TRACK UNDER BEAM TO BE 6" REINFORCED MESH SET IN r r SUPPLIED&INSTALLED / < SCRATCH COAT OVER ' 518"GYPSUM BOARD 5/8"GYPSUM BOARD BY SIGN VENDOR /� i, j 16 GAUGE MAX TRAK SLT SHEATHING PER NOA# (CLARK DIETRICH)OR (UNDER SEPARATE "` 11-0606.03 - PERMIT)-SEE DETAILS I APPROVED EQUAL 3&4/A-2,1 / %"`'r; i ( TILE CEILING(SEE REFLECTED 1"CDX STRUCTURAL GRADE 101-01, CEILING PLAN) ADHERE EXPANDED + ADHERE EXPANDED PLYWOOD SHEATHING B.O.BOX BEAM EIFS FINISH OVER BASE / - POLYSTYRENE BOARD OVER POLYSTYRENE BOARD OVER >� COAT&MESH(NOA >.-1 '` ., 6"CSJ 16 GAUGE METAL STUDS @ WATERPROOF BARRIER FLUID WATERPROOF BARRIER FLUID ., SIGNAGE TO BE LAG BOLTED TO l 16"O.C.W/R19 BATT INSULATION r' r #11-0606.03) j APPLIED TO HIGH-IMPACT APPLIED TO HIGH-IMPACT < PLYWOOD-INSTALLATION BY ,. REINFORCED MESH SET IN }, REINFORCED MESH SET IN 4 8"DISCONTINUOUS 12 GAUGE i SIGN VENDOR SEE DETAILS 3& Y, 8'x6' 12 GAUGE BOX BEAM SCRATCH COAT OVERSCRATCH COAT OVER BOX BEAM FOR ANCHORING OF <' 41A-2.1 r (SEE STRUCTURAL) pj SHEATHING PER NOA# SHEATHING PER NOA# LUMIDECK-LUMIDECK ` , 8"CSJ 14 GAUGE METAL STUDS03 0606 11-0606.03 11-0606.03 HARDWARE TO BE INSTALLED E @ 16 518"GYPSUM BOARD O.C. PRIOR TO SHEATHING&EIFS ' " 5/8"NATIONAL GYPSUM 6"CSJ 16 GAUGE METAL STUD @ 518"NATIONAL GYPSUM 518"NATIONAL GYPSUM ' SHEATHING NOA#11 0606.03) '< EACH VERTICAL STUD WITH 5#12 SHEATHING(NOA#11-0606.03) SHEATHING(NOA#11-0606.03) ' (SEE STRUCTURAL) ,+- 6 CSJ 16 GAUGE METAL STUDS @ ( t-<; " 16"O.C.W/R19 BATT INSULATION r.; TEK SCREWS EACH SIDE(TYP) r < r EIFS FINISH OVER BASE COAT& EIFS FINISH OVER BASE COAT& EIFS FINISH OVER BASE COAT& MESH NOA#11-0606.03 MESH(NOA#11-0606.03) <_ MESH(NOA#11-0606.03) ~<,,, TILE CEILING(SEE REFLECTED ( ) ;r:�� 8 CSJ 14 GAUGE METAL STUDS ' y, } CEILING PLAN) @ 16"O.C. % ,.. 4"EXPANDED POLYSTYRENE '` 4"EXPANDED POLYSTYRENE 8"EXPANDED POLYSTYRENE 6"CSJ 16 GAUGE METAL STUD @ BOARD INSULATION rt 6"CSJ 16 GAUGE METAL STUDS @ BOARD INSULATION ': BOARD INSULATION ; Hl _ _ q EACH VERTICAL STUD WITH 5#12 16"O.C.W/R19 BATT INSULATION 4.0 A-3.0 - - ' Y 1 TEK SCREWS EACH SIDE(TYP) SEE DETAIL 11A-2.1 FOR EIFS SEE DETAIL 11A-2.1 FOR EIFS SEE DETAIL 11A-2.1 FOR EIFS r' DRAINAGE @ DRIP EDGE „' ; DRAINAGE @ DRIP EDGE ` DRAINAGE @ DRIP EDGE 518"GYPSUM BOARD 1"EXTRUDED POLYSTYRENE 1"EXTRUDED POLYSTYRENE 1"EXTRUDED POLYSTYRENE 1014 BOARD INSULATION BOARD INSULATION � ' BOARD INSULATION ' Y B.O.STEEL PLATE ♦ PREFINISHED METAL \~ -< PREFINISHED METAL 1„. PREFINISHED METAL %` 3'-0"MAPES LUMIDECK- - - '� DRIP EDGE ' DRIP EDGE I DRIP EDGE HANGAR ROD SUPPORTED SUPER LUMIDECK HR,2 314" CAST STONE SILL TYPE W- ,< CAST STONE SILL TYPE W CAST STONE SILL TYPE'B' ET 18"FROM GRID LINE STOREFRONT OFFS51 DECK,FASCIA G,KYNAR FINISH, SEE A 4.0 FOR SCHEDULE , SEE A 4.0 FOR SCHEDULE SEE A 4.0 FOR SCHEDULE DIAMOND ESCUTCHEON 4'-0" 4 0 ' 4'-0" ' PLATES,FRONT SCUPPER.(SEE T.O.CAST STONE SILL i; Y` 9" 1'-1" cu g DETAIL 41A-2.1) T STONE SILL y 1 T.O.CAST STONE SILL T.O.CAS ; fl STEEL TUBE t 1''2" ` n ; U- (SEE STRUCTURAL) ' 2112"HB#345 GALVANIZED 2112"HB#345 GALVANIZED 4112"HB#345 GALVANIZED 0- CORRUGATED BUCK ANCHOR CORRUGATED BUCK ANCHOR CORRUGATED BUCK ANCHOR ' O STEEL PLATE I .. " " " " '` ~ (SEE STRUCTURAL) @ 16 x 16 O.C. @ 16 x 16 O.C. r .,, @ 16 x 16 O.C. r TYVEK COMMERCIAL WRAP D ` D ALUMINUM STOREFRONT I ,,�'~5' TYVEK COMMERCIAL WRAP D � �',J TYVEK COMMERCIAL WRAP D '` WEATHER BARRIER WEATHER BARRIER '' SYSTEM TYPE'A' ' WEATHER BARRIER i,>< r" (SEE SHEET A-3.0) I 4"SPLIT FACED CMU VENEER- a 4"SPLIT FACED CMU VENEER- ;,_< 8"SPLIT FACED CMU- ti -- , STACKED BOND STACKED BOND r; STACKED BOND NEOPRENE THRU-WALL '` _ NEOPRENE THRU-WALL NEOPRENE THRU-WALL o - i FLASHING +.. ; FLASHING .<'r FLASHING r ♦ .- - I 5'i PROVIDE HALF HEAD JOINT ;.'$ PROVIDE HALF HEAD JOINT -<,. PROVIDE HALF HEAD JOINT 04 i - WEEPS @ 32"O.C. i WEEPS @ 32"O.C. ' 'r,: WEEPS @ 32"O.C. +; 01-01. Ak 01-01, l 1 0.4. l 0'0" FINISH FLOOR Q FINISH FLOOR 1 .,.1 >: 4 FINISH FLOOR z FINISH FLOOR s > < . .. o, FOUND�ITIONj(SEE STRUCTURAL) FOUNDATION (SEE STRUCTURAL) FOUNDATION (SEE STRUCTURAL) �� FOUNDATION (SEE STRUCTURAL) 3 GROUT FILL BELOW FLASHING GROUT FILL BELOW FLASHING GROUT FILL BELOW FLASHING 1/2"EXPANSION ANCHOR I 112"EXPANSION ANCHOR I 112"EXPANSION ANCHOR @ 16"O.C.EMBEDDED 3"MIN. @ 16 O.C.EMBEDDED 3 MIN. @ 16 O.C.EMBEDDED 3 MIN. 76 INTO SLAB e I INTO SLAB I INTO SLAB s CAST STONE SCHEDULE WALL SECTION WALL SECTION ``�' WALL SECTION � WALL ECTION 2 3 G ca SCALE: 314"=1'-0" A 1.0 A 4.0 SCALE: 314"=1'-0" A-1.0 A 4.0 SCALE: 314"=1'-0" A 1.o A 4.o SCALE: 314"=1'-0" A 1.0 A 4.0 A 2.0 TYPE SIZE A-2.0 A-2.0 A-2.0 U co • m co TYPE'A' � Z 0 It 2 3/8" 6114" MMA r Lo _ 11-21-14 MMA ATLANTIC BEACH, FL TYPE'B' r DR 20- 3901 SPRING HILL AVENUE REV. DATE CH DESCRIPTION WALL SECTIONS L `V MOBILE,ALABAMA 36608 (251)344-7073/FAX(251)343-9179 DOCUMENT CONTROL s ,`�, J LP ROJ. N0. 1405-137 DWG. NO. A-4.0 PA 22'-0" T.O.STEEL STEEL CHANNEL 1 A (SEE STRUCTURAL) STEEL CHANNEL 6"CSJ 16 GAUGE METAL STUDS @ Q ( (SEE STRUCTURAL) i 16"O.C.WI R19 BATT INSULATION + 6"CSJ 16 GAUGE METAL STUDS @ , TO ROOF LEVEL 16"O.C.W/R19 BATT INSULATION ® 2 LAYERS POLYISO ROOF I TO ROOF LEVEL 201-011 INSULATION-R30(MIN.5"THICK) + 2 LAYERS POLYISO ROOF T.O.STEEL [ ( 1 60 MIL SURE-WELD REINFORCED INSULATION-R30(MIN.5"THICK) TPO MEMBRANE OVER BONDING 60 MIL SURE-WELD REINFORCED SIMILAR I ADHESIVE SIMILARTPO MEMBRANE OVER BONDING PARAPET WALL BEYOND-SEE ; 1 , DETAIL 2/A-2.1 FOR TERMINATION , ADHESIVE r2 v1 112"METAL ROOF DECK 1 ! OF EIFS INTO ROOF MEMBRANE -4.O AA-5.0 (SEE STRUCTURAL) _5 0 I 1 1112"METAL ROOF DECK ON PARAPET WALL 1 1 (SEE STRUCTURAL) 11/2"METAL ROOF DECK SLOPES WITH ROOF ` I STEEL JOIST GIRDER (SEE STRUCTURAL) T.O.STEEL a,{ 1 17'-6" 1 ' (SEE STRUCTURAL) j 1T-6" T.0.1"EIFS REVEAL ` 2 LAYERS POLYISO ROOF I SK ;{ y,,�>`<: INSULATION-R30(MIN.5"THICK) T.O.1 EIFS REVEAL �, ; rK;K SLOPES WITH ROOF ® ,..,_.;: ! , r3 T.O.STEEL 60 MIL SURE-WELD REINFORCED 16'-9" "` 16'-9" TPO MEMBRANE OVER BONDING " h ADHESIVE T.O.1 EIFS REVEAL ;..y T.O.1 EIFS REVEAL C STEEL BEAM W/STEEL PLATE >< , "" �{ 12 k (SEE STRUCTURAL) ` ' 8"GALVANIZED METAL STEEL BEAM W/STEEL PLATE t jt , 1/4 (MINIMUM) -., TRACK UNDER BEAM TO BE 6" GUTTER 16 GAUGE MAX TRAK SLT (SEE STRUCTURAL) 1 ; (CLARK DIETRICH)OR ; APPROVED EQUAL TRACK UNDER BEAM TO BE 6" ` - 15'4" 16 GAUGE MAX TRAK SLT ; .( 1 T.O.STEEL 1 STEEL BAR JOIST (CLARK DIETRICH)OR ' i 1 (SEE STRUCTURAL) APPROVED EQUAL STEEL BEAM ;> (SEE STRUCTURAL) ' 1"x 1/2"DEEP EIFS REVEAL- ®. ` I SEE DETAIL 6/A-2.1 (TYP) STEEL BAR JOIST (SEE STRUCTURAL) M;(% 6"CSJ 16 GAUGE METAL STUDS @ +, STEEL ANGLE BEYOND i TRACK UNDER BEAM TO BE 6" 16"O.C.W/R19 BATT INSULATION (SEE STRUCTURAL) 13'4" ! r 13'4" , 16 GAUGE MAX TRAK SLT T.O.1"EIFS REVEAL % 5/8"GYPSUM BOARD T.O.1"EIFS REVEAL ' STEEL BAR JOIST (CLARK DIETRICH)OR + \` ` (SEE STRUCTURAL) APPROVED EQUAL , + TILE CEILING(SEE REFLECTED 12'-7" CEILING PLAN) 12'-7" ` 1"x 112"DEEP EIFS REVEAL- BOTTOM CHORD BRACING T.O.1"EIFS REVEAL ( T.O.1"EIFS REVEAL r SEE DETAIL 6/A-2.1 (TYP) (SEE STRUCTURAL) 5/8"GYPSUM BOARD r" L 6"CSJ 16 GAUGE METAL STUDS @ ' ADHERE EXPANDED TILE CEILING(SEE REFLECTED 16"O.C.W/R19 BATT INSULATION + ` �r. POLYSTYRENE BOARD OVER CEILING PLAN) ' WATERPROOF BARRIER FLUID ; 4"x4"GALVANIZED METAL r� APPLIED TO HIGH-IMPACT 6"CSJ 16 GAUGE METAL STUDS �r ;.,. 16"O.C.W/R19 BATT INSULATION DOWNSPOUT REINFORCED MESH SET IN u�,' SCRATCH COAT OVER <! GALVANIZED METAL SHEATHING PER NOA# < 518"GYPSUM BOARD DOWNSPOUT STRAP(TYP) + 11-0606.03 . + ADHERE EXPANDED t% ADHERE EXPANDED ! 4"EXPANDED POLYSTYRENE C POLYSTYRENE BOARD OVER POLYSTYRENE BOARD OVER t Jf BOARD INSULATION WATERPROOF BARRIER FLUID WATERPROOF BARRIER FLUID '> APPLIED TO HIGH-IMPACT APPLIED TO HIGH-IMPACT r 3"x 3"EXPANDED POLYSTYRENE REINFORCED MESH SET IN REINFORCED MESH SET IN >/ BOARD INSULATION SCRATCH COAT OVER ` ' SCRATCH COAT OVER i 518"NATIONAL GYPSUM SHEATHING PER NOA# SHEATHING PER NOA# , 11-0606.03 11-0606.03 SHEATHING(NOA#11-0606.03) � ,.- + 518"NATIONAL GYPSUM 518"NATIONAL GYPSUM 2"EXPANDED POLYSTYRENE <<' SHEATHING(NOA#11-0606.03 SHEATHING NOA#11-0606.03) BOARD INSULATION 1 ) j EIFS FINISH OVER BASE COAT& EIFS FINISH OVER BASE COAT& ` STICK FABRICATED METAL MESH(NOA#11-0606.03) MESH(NOA#11-0606.03) CANOPY-SEE DETAIL 71A-2.0 { a;., EIFS FINISH OVER BASE COAT& S 8"EXPANDED POLYSTYRENE 4"EXPANDED POLYSTYRENE EIFS FEAUX STOREFRONT { ., MESH(NOA#11-0606.03) { BOARD INSULATION BOARD INSULATION FRAME BEYOND-SEE 81A-2.0 { SEE DETAIL 1/A-2.1 FOR EIFS SEE DETAIL 1/A-2.1 FOR EIFS SEE DETAIL 1/A-2.1 FOR EIFS ' DRAINAGE @ DRIP EDGE 3"x 3"EXPANDED DRAINAGE @ DRIP EDGE , DRAINAGE @ DRIP EDGE �. J POLYSTYRENE BOARD -+ 1 EXTRUDED POLYSTYRENE INSULATION PROVIDE BEVEL + 1"EXTRUDED POLYSTYRENE 1"EXTRUDED POLYSTYRENE BOARD INSULATION ON TOP SURFACE W/1:2 SLOPE BOARD INSULATION BOARD INSULATION PREFINISHED METAL ; f '"^-^^J "'~ PREFINISHED METAL f PREFINISHED METAL DRIP EDGE ' DRIP EDGE ` DRIP EDGE ' CAST STONE SILL TYPE'A'- CAST STONE SILL TYPE'B'- CAST STONE SILL TYPE'A- SEE A-4.0 FOR SCHEDULE SEE A-4.0 FOR SCHEDULE ;,.< ' '` SEE A-4.0 FOR SCHEDULE 4'-0" 4'-0" 4'-0" ` " T.O.CAST STONE SILL 9 T.O.CAST STONE SILL ,; �., ; 1.1" T.O.CAST STONE SILL l 9 AH 21/2"HB#345 GALVANIZED = + 41/2"HB#345 GALVANIZED - ' 2112"HB#345 GALVANIZED CORRUGATED BUCK ANCHOR CORRUGATED BUCK ANCHOR - CORRUGATED BUCK ANCHOR @ 16"x 16"O.C. @ 16"x 16"O.C. - - @ 16"x 16"O.C. \' + ii TYVEK COMMERCIAL WRAP D TYVEK COMMERCIAL WRAP D ;y TYVEK COMMERCIAL WRAP D WEATHER BARRIER-----,---' WEATHER BARRIER = -r WEATHER BARRIER 4"SPLIT FACED CMU VENEER- ; 8"SPLIT FACED CMU- :. 4"SPLIT FACED CMU VENEER- STACKED BOND ,.. ; STACKED BOND _ - r: STACKED BOND NEOPRENE THRU-WALL - '` NEOPRENE THRU-WALL - }'. NEOPRENE THRU-WALL FLASHING +'` FLASHING - - --- >`r FLASHING 7, PROVIDE HALF HEAD JOINT .: PROVIDE HALF HEAD JOINT - %~ PROVIDE HALF HEAD JOINTwZ WEEPS @ 32"O.C. WEEPS @ 32"O.C. - ' 7: WEEPS @ 32"O.C. r. I 0'-0" 0'-0" - 0'-0" - FINISH FLOOR FINISH FLOOR ;� FINISH FLOOR >y' . o e GROUT FILL BELOW FLASHING FOUNDATION (SEE STRUCTURAL) GROUT FILL BELOW FLASHING \\ FOUNDATION (SEE STRUCTURAL) GROUT FILL BELOW FLASHING FOUNDATION (SEE STRUCTURAL) - i jil;'1111 111111111111 Ill 112"EXPANSION ANCHOR �. I 112"EXPANSION ANCHOR ( 112"EXPANSION ANCHOR @ 16 O.C.EMBEDDED 3 MIN. @ 16 O.C.EMBEDDED 3"MIN. _ @ 16"O.C.EMBEDDED 3"MIN. i INTO SLAB I INTO SLAB ; P I INTO SLAB ":e4 ( � i + + WALL SECTION WALL SECTION 2 TYPICALATEACHSIDE 3 WALL SECTION 3 PILASTER-SEE STRUCTURAL SCALE: 314"=1�-0" A-1.0 A 4.1 SCALE: 3/4"=1'-0" A-1.0 A 4.1 OR ELEVATIONS FOR T.O.STEEL SCALE: 3/4"=l'-O" A-1.0 A 4.1 A-2.0 A-2.0 A-2.0 3 1 30-15 MMA MMA RAISED WALL SECTION 2 PER ZONING COMMENT u� 1 12-12-14 MMA MMA ADDED CANOPY&FEAUX STOREFRONT PER PLANNING COMMEN 11-21-14 MMA MMA � 3 =i5 ATLANTIC BEACH, FL REV. DATE DR DESCRIPTION 3901 SPRING HILL AVENUE cH WALL SECTIONS MOBILE,ALABAMA 36608 DOCUMENT CONTROL (251)344-7073!FAX(251)343-9179 PROD. NO. 1405-137 DWG. N0. A-4.1 PROVIDE(2)#12 x 3/4"SMS @ EA DOWN FLUTE CORRUGATED STEEL ROOF DECK CONSTRUCTION PROVIDE#8 WAFERHEAD FRAMING 0 SCREWS EA SIDE PROVIDE (20 GAGE)2112" LEG STANDARD "SLP-TRK" (SLOTTED)TOP TRACK FOR 1" DEFLECTION. 3 518" (20 GAGE)CONT BRACING STUD W/(2)#8 SMS @ EACH STUD (SEE TABLE FOR REQUIRED LOCATIONS) —------—————------ FILL VOID W/MINERAL FIBER. 0 (2)20 GA METAL STUD BLOCKS PER FIRE RATED GYPSUM COMPOUND INDIVIDUAL BRACING STUD (ONE @ EA END) J OR FIRE CAULK W/(3)#8 SMS FROM STUD& (3)#8 SMS FROM FIRE TRAK SHADOWLINE (OR EQUAL) GYPBOARD (6 TOTAL PER BLOCK)—LOCATE N POST CLIPS (OR EQUAL) BLOCKS AT EACH SIDE OF SPLICE. IRE TRAK SHADOWLINE— UL HW—D-0060 SUSPENDED ACOUSTICAL CEILING TILE— ERPENDICULAR TO METAL DECK W/ 1 REFER TO REFLECTED CEILING PLAN R RATING AND 2" DEFLECTION FOR HEIGHT(SALES AREA SIDE ONLY) NOTE: (OR EQUAL) SHALL BE STANDARD ATTACHED WITH (2)—#12 "SLIP—TRACK" CONSTRUCTION MEETING TEK SCREWS AT EACH STUD. THE REQUIRED FIRE RATING. 3 5/8„ 20 GAGE METAL STUD JOIST WITH ONE LAYER 5/8”GWB WITH AND A DEFLECTION OF L/360 AND A MAX. LOAD OF 5 SUSPENDED ACOUSTICAL CEILING TILE— REFER PSF. T E 0 REFLECTED CT CEILING PLAN FOR HEIGHT TOP OF JOIST BEYOND WHERE OCCURS PAINT YELLOW. SALES AREA 'j CONTRACTOR SHALL PROVIDE AND n — — — — — — — — — /. INSTALL 2X4 WD STUDS AS SHOWN NOTE:ATTACH GONDOLA FIXTURE _ _ _ _ _ _ _ 8-0 81011 % AND ATTACH TO FACE OF WALLAS 0II UNITS PER MANUFACTURERS j REQUIRED. AT TOILET LOCATION AT HALLWAY LOCATIONIN INSTRUCTIONS. PAINT YELLOW � II METAL OR WOOD STUDS S_ USE S 1/4 X 4 ZINC COATED TEK SELF 2X4 ACCOUSTICAL CEILING TILES AND GRID INSTALL PER MANUF SPECS. DRILLING SCREWS AT EACHSTUD. 0 SALES REFER TO REFLECTED CEILING PLAN II KR FOR GRID LAYOUT SHEET A-1.2 ;�', STOCKROOM MASONRY- USE HILTI 1/4 X 4 METAL STUD AND GWB PARTITION -WALL II KWIK—CON II FASTENERS AT 24 CONSTRUCTION TYPE: METAL STUD AND GWB PARTITION -WALL II OC. 2 6 METAL STUD @ 16 OC WITH ONE LAYER CONSTRUCTION TYPE: 5/8 TYPE X GWB EACH SIDE TO ROOF DECK. II 0 FIRE TAPE ALL JOINTS. CONSTRUCTION �3 6 (20 GAGE) METAL STUDS @ 16al FACE OF WALL—SEE WALL OC WITH — I I CONSTRUCTION TYPES FOR SHALL COMPLY WITH UL DESIGN#U465 FOR ONE LAYER 5/8" GWB TO ROOF DECK ON N ONE HOUR FIRE RATING. SALES AREA/STOCKROOM SIDE AND ONE ADDITIONAL INFO. LAYER 5/8"GWB TO FINISHED CEILING ON F_ TOILET/HALLWAY SIDE. PLUMBING WALLS I I SALES AREA ON INTERIOR OF TOILETS SHALL HAVE WATER RESISTANT GWB. I-- — GONDOLA FIXTURE SUPPLIED BY 0 i I I DOLLAR TREE AND INSTALLED BY CONTRACTOR PER MANUF PUBLISHED STANDARDS (TYP). II � HILTI X-U (.157" 0)SHOT PINS W/ 11/4" (20 GA)SILL TRACK WI"HILTI"SHOT PIN "DN" 0 EMBED INTO THE SLAB @ 4'OC &4"OFF i SERIES#X—DNI EMDED 11/4"X .145" DIA EACH END OF THE INDIVIDUAL PIECE OF I I NOTE : SEISMIC AREAS—SEE OR EQUAL @ TRACK, TYP. I STRUCTURAL DRAWINGS FOR 16" OC — ( ) I ATTACHMENT REQUIREMENTS. DOLLAR TREE'S FLOOR FINISH DOLLAR TREE'S FLOOR FINISH L - 0 = -- - - - - - - � EXISTING SLAB SLAB AND DOLLAR TREE FLOOR FINISH EXISTING SLAB rl_'*�WALL ECTION - CONSTRUCTION TYPE: 2 2 WALL SECTION - CONSTRUCTION TYPE: 3 TYPICAL FIXTURE ATTACHMENT DETAIL A-4.2 SCALE: 1"=1'0" q-4.2 SCALE: 1"= 1'-0" SCALE: 1"= 1'-0" 11121114 TEH MMA w Y ATLANTIC BEACH, FL 3901 SPRING HILL AVENUE REV. DATE DRN CHK DESCRIPTION WALL SECTIONS MOBILE,ALABAMA 36608 ,..... (251)344-70731FAX(251)343-9179 DOCUMENT CONTROL PROD. NO. 15105-33 DWG. N0. A-4.2 113'-4"OUT TO OUT OF CMU VENEER -/-�d'_V_V'"'/"V'\/V-V-".,/-�/'."/-�.^y-.V-� /V"JWY-V'-\/V�`Y\r1,'.'�-\.... ✓_`/,..-Y_Y'_Y-YWf-V-YYW V^^� Ico n STICK FABRICATED METAL SEE DETAIL 2'41- tPOR^-^-^ STICK FABRICATED METAL ' '� �� { SEE DETAIL 2/A-2.1 FOR �- CANOPY-SEE DETAIL 7/A-2.0 i TERMINATION OF EIFS 1 CANOPY-SEE DETAIL 71A-2.0 � L r TERMINATION OF EIFS ^� f `� ^� �~ ��J _ INTO ROOF MEMBRANE @ PRESSURE TREATED 2x4 RIPPED TO � rA Q INTO ROOF MEMBRANE @ FIT SLOPE PARAPET WALL(TYP) PARAPET WALL(TYP) 20 GAUGE GALVANIZED METAL A-5.0 SADDLE FLASHING REQUIRED 5/8"CDX PLYWOOD PARAPET CAP (TYP)-SEE DETAIL 7/A-2.1 STEEL 16 GAUGE GALVANIZED GALVANIZED FASTENER CONTINUOUS 20 GAUGE Q3 @ 8"O.C.(TYP) 12 DETAIL 6 AODO)(REFER TO GALVANIZED METAL CLEAT(TYP) , r" (MINIMUM) 1/2 SEALANT(EACH SIDE) cn =-._ � STICK F L�� FABRICATED META A-5.0 CANOPY-SEE DETAIL 7/A-2.0 r 1/4":12"MINIMUM SLOPE 8"GALVANIZED METAL GUTTER ` I f 4"x4"GALVANIZED METAL '� ✓ ' � I � DOWNSPOUT(TYP) A-5.0 Ii II 19'-6 318"GRIDLINE TO i ( FRAMED OPENING w w ' I z w - > C? I , "-a BILCO TYPE'S-20'36"x 30" 8" 3" 60 MIL SURE-WELD REINFORCED TPO = GALVANIZED 14 GAUGE 0 MEMBRANE OVER BONDING ADHESIVE OVER 2 STEEL LOCKABLE SINGLE o 0 LAYERS POLYISO ROOF INSULATION-R30(MIN. LEAF ROOF HATCH WITH o '- 5"THICK)ON 11/2'METAL ROOF DECK LIFTING MECHANISM AND 1" o STEEL TUBE COVER INSULATION WITH (SEE STRUCTURAL) TAPERED INSULATION o 6"CSJ 16 GAUGE METAL HAVING MINIMUM 1/4":12 o SLOPE(SEE DETAIL 6/A-5.0) co ` o o STUDS @ 16"O.C. 3'-0"MAPES LUMI DECK-HANGAR co ROD SUPPORTED SUPER LUMIDECK 16 GAUGE GALVANIZED 5/8"CDX PLYWOOD SHEATHING HR,2 3l4"DECK,FASCIA'G',KYNAR STEEL HOOD(REFER TO SURE WELD BONDING ADHESIVE FINISH,DIAMOND ESCUTCHEON DETAIL 6/A-2.0) o o PLATES,FRONT SCUPPER. (SEE RTU WITH TAPERED 60 MIL SURE-WELD REINFORCED DETAIL 41A-2.1) INSULATION HAVING MINIMUM TPO MEMBRANE SEE DETAIL 2/A-2.1 FOR � � 0 0 114":12"SLOPE(TYP) 6"CSJ 16 GAUGE METAL STUD FOR r TERMINATION OF EIFS z z LATERAL BRACING WITH 5#12 TEK INTO ROOF MEMBRANE @ _, z r PARAPET WALL TYP SCREWS EACH SIDE(TYP) ) ( ) o ts } SADDLE FLASHING REQUIRED 8 CSJ 14 GAUGE METAL STUDS @ 16'O.C. > 1/4":12 MINIMUM SLOPE m (TYP)-SEE DETAIL 7/A-2.1 5/8"NATIONAL GYPSUM SHEATHING f- Y"" - -'✓" V y...� LL „ #11-0606.03) STICK FABRICATED METAL 1 2 1 1 1 (HOA CANOPY-SEE DETAIL 7/A-2.0 EXPANDED POLYSTYRENE } ^ ^^ ^-^ ^ ^ ^�- '�1 INSULATION N EIFS FINISH OVER BASE COAT&MESH `� Q NOTE: SECTION D ETA I L '� (NOA#11-0606.03) SEE DETAIL 2/A-2.1 FOR REFERENCE DETAIL 7/A-2.1 FOR ADHERE EXPANDED POLYSTYRENE TERMINATION OF EIFS APPLICATION OF EIFS @ PARAPET SCALE: 3"=1'-0" A-4.0 A-5.0 BOARD OVER WATERPROOF INTO ROOF MEMBRANE @ A-5.0 BARRIER FLUID APPLIED TO PARAPET WALL(TYP) HIGH-IMPACT REINFORCED MESH STICK FABRICATED METAL Al SADDLE FLASHING REQUIRED STICK FABRICATED METAL SET IN SCRATCH COAT OVER r�� 1 SHEATHING PER NOA#11-0606.03 ( CANOPY-SEE DETAIL 7/A-2.0 { (TYP)-SEE DETAIL 7/A-2.1 v ' CANOPY-SEE DETAIL 7/A-2.0 y 20 GAUGE GALVANIZED METAL PARAPET CAP PRESSURE TREATED 2x RIPPED 5/8"CDX PLYWOOD ROOF PLAN TO FIT SLOPE N 20 GAUGE GALVANIZED METAL SCALE: 118"=1'-0" GALVANIZED FASTENER ') PARAPET CAP 60 MIL SURE-WELD REINFORCED @ 8"O.C. 12 (MINIMUM)Ti/2 STEEL CHANNEL TPO MEMBRANE CONTINUOUS 20 GAUGE _ _ _ (SEE STRUCTURAL) SURE-WELD BONDING ADHESIVE GALVANIZED METAL CLEAT - - - - - - ~ - - ~- -: -- - GALVANIZED FASTENER 2 LAYERS POLYISO ROOF EXPANDED POLYSTYRENE - _...... ._ .._4..__._-¢.__._�_.__�..._..... .._._._�_.__,, __ ___�.. -,� �_.�...___ @ 8"O.C. INSULATION-R30 MIN.5"THICK _ ._......... ..._..._......._......_.__.__._____....._._...._._.......... ________ ..._....... c ) 5 INSULATION CONTINUOUS 20 GAUGE 1"MINIMUM CARLISLE WATER GALVANIZED METAL CLEAT _ UT-OFF MASTIC � SEALANT SEALANT UNIVERSAL SINGLE PLY ( BILCO TYPE'S-20'36"x 30"ROOF #12 TEK SCREWS STAGGERED @ SEALANT HATCH ROOF CURB 5/8"GYPSUM BOARD-SEAL 7"x 3"CONTINUOUS 16 GAUGE 12"O.C. BENT PLATE TOP EDGE TO DECK BILCO TYPE'S-20'36"x 30"ROOF METAL CLIP ANGLE FASTENED (SEE STRUCTURAL) HATCH FRAME TO CHANNEL W/#12 TEK I 518"CDX PLYWOOD 12 SCREWS @ 12"O.C. GALVANIZED FASTENER ( 1/4�(MINIMUM7BILCO POLYISO CURB INSULATION I PRESSURE TREATED 2x6 @ 6"O.C.(TYP) ' 114T ` ) 60 MIL SURE-WELD REINFORCED EIFS FINISH OVER BASE COAT& ' RIPPED TO FIT 60 MIL SURE-WELD REINFORCED TPO MEMBRANE MESH(HOA#11-0606.03) I METAL TERMINATION BAR 1 0 TPO MEMBRANE-WRAP SURE-WELD BONDING ADHESIVE I 5/8"CDX PLYWOOD SHEATHING CONTINUOUS AROUND CURB 6"CSJ 16 GAUGE METAL STUDS 8"GALVANIZED @ 16"O.C.W/R19 BATT � ( 60 MIL SURE-WELD REINFORCED METAL GUTTER \,'j SURE WELD BONDING ADHESIVE 2 LAYERS POLYISO ROOF INSULATION-R30(MIN.5"THICK) INSULATION TO � � TPO MEMBRANE _ 1 1l2"MINIMUM HOT AIR WELD ROOF LEVEL ( SURE-WELD BONDING ADHESIVE 1/2"METAL ROOF DECK ADHERE EXPANDED I w z %1 ' " POLYSTYRENE BOARD OVER I FASTENER&PLATE-MAX 12"O.C. 1/8 CUT-EDGE SEALANT BEAD (SEE STRUCTURAL) WATERPROOF BARRIER FLUID I 1 1/2"MINIMUM HOT AIR WELD PRESSURE TREATED - - - - - - - - - APPLIED TO HIGH-IMPACT ( 2x BOLTED TO ANGLE REINFORCED MESH SET IN 12 @ 24"O.C. 61/8" SCRATCH COAT OVER / /' 1 (MINIMUM) 1/4 1/8"CUT-EDGE SEALANT BEAD SHEATHING PER HOA# � �" ' i I 11/2"METAL ROOF DECK p 60 MIL SURE-WELD REINFORCED SEE STRUCTURAL 11-0606.03 I ( ) TPO MEMBRANE I I, STEEL BAR JOIST 3.. 3°- 2 LAYERS POLYISO ROOF (SEE STRUCTURAL) / 1 INSULATION-R30(MIN.5"THICK) ' ! STEEL BEAM SURE-WELD BONDING ADHESIVE FASTENER&PLATE- EE STRUCTURAL) RAL) MAX.12"O.C. NOTE: 1" 2" 1" USE ONE CONTINUOUS SET CURB IN PLACE SPOT WELD AT CORNERS IF 11/2"METAL ROOF DECK 3"x 11/2"CONTINUOUS 16 GAUGE SEE STRUCTURAL i SHEET OF SURE-WELD 1"#1 SCREW @ 6"O.C. NEEDED)&SET DECK OVER CURB. SCREW DOWN THRU / ( ) METAL CLIP ANGLE SCREWED TO ;;= ! ;>.<, REINFORCED MEMBRANE THRU ANGLE DECK&CURB&INTO ANGLE @EVERY CORRUGATION. STEEL BEAM @ 16"O.0 FOR BENT PLATE ' TO WRAP AROUND CURB ANCHORING GYPSUM BOARD/ (SEE STRUCTURAL) 1/4"x 4"x 4"STEEL ANGLE SHEATHING(EACH SIDE) 5/8"NATIONAL GYPSUM *06 SHEATHING(NOA#11-0606.03)--, STEEL BAR JOIST BATT INSULATION(TYP) , ROOF CURB AXONOMETRIC 5 ROOF HATCH CURB DETAIL ' (SEE STRUCTURAL) , STEEL BEAM 3"- 4"x4"GALVANIZED METAL ' ` SCALE. NOT TO A SCALE A 5.o SCALE: 3°=1'-0" �5.O (SEE STRUCTURAL) " 3"x 1 1/2"CONTINUOUS 16 DOWNSPOUT GAUGE METAL CLIP ANGLE BATT INSULATION(TYP) , 1 SCREWED TO STEEL BEAM @ EIFS FINISH OVER BASE COAT& 4"EXPANDED POLYSTYRENE =' ` 16 O.0 FOR ANCHORING MESH(NOA#11-0606.03) J GYPSUM BOARD BOARD INSULATION : � D o L�L�al3 L1GL 4"EXPANDED POLYSTYRENE , a 518"GYPSUM BOARD BOARD INSULATION I 3 1-30-15 MMA MMA RAISED CENTER BAY OF SIDE PARAPETS PER COMMENT 4 4 5/8"NATIONAL GYPSUM 1 12-12-14 MMA MMA ADDED CANOPIES PER PLANNING COMMENT 1/V NOTE: SECTION DETAIL 2 SHEATHING(NOA#110606.03) SECTION DETAIL 11-2114 MMA MMA �`��3�p ATLANTIC BEACH, FL REFERENCE DETAIL 7/A-2.1 FOR APPLICATION OF EIFS @ PARAPET SCALE: 3"=1'-0" A-4.0 A-5.0 SCALE: 3"=1'-0" A-4.1 A-5.0 3901 SPRING HILL AVENUE REV. DATE DR CH DESCRIPTION ROOF PLAN & SECTION DETAILS A-5.0 A-5.0 MOBILE,ALABAMA 36608 (251)344DOCUMENT CONTROL 7073 FAX(251)343 9179 , r'< PROJ. NO. 1405-137 DWG. NO. A-5.0 e �4 a 0['t Oliver o Little o Gipson OLG Engineering, Inc. - - 301 Industrial Blvd. Tullahoma TPI 37388 Office: 931.454.9940 MEGHA I GAL - FLUMB I NO LEOEND I www.olgengineering.com - o 0 INDICATES FLAG NOTE En ' neering , Inc . FULL RADIUS ELBOW FLORIDA CERTIFICATE OF AUTHORIZATION-No.27562-Expiration:2/28/15 CONCENTRIC REDUCER EGCENTRIG'REDUCER Q FIRE DAMPER (PROVIDE ACCESS DOOR) 0 SMOKE DAMPER (PROVIDE ACCESS DOOR) 0 COMBINATION FIRE/SMOKE DAMPER (PROVIDE /,CCE55 DOOR) +—MANUAL VOLUME DAMPER M --MOTORIZED VOLUME DAMPER 1 2 450 ENTRY TAKEOFF FITTING MITERED ELBOW W-U URNING VANES D DUCT SMOKE DETECTOR REMOTE 0 INSULATED FLEX DUCT WOAMPERED FDG ROUND TAKEOFF FITTING WITH SCOOP OFFICE X �_ LS DUCT 5IZE IN INCHES KK B-8 BELOW GAIL NG Com- F- ry (CLEAR INSIDE DIMENSIONS) 150 (TVP) 500 (2 PLG5) 100 RECTANGULAR-TO-ROUND (OR OVAL) TRANSITION r ---- -- - --------- - , r------ ----- F- (2 PLGS) I I I I I 50 __— __ �i0° BRANCH 45° BRANCH r------- -------- O H WAY I FITTINGS FITTINGS A=12 A-12 A-12 4DO E_ row 450 0 450 A-12 0 ' (2 PLGS) 100 CONCENTRIC REDUCER \ 811 12" 12" 1 6" v ELBOW DOWN A.4 TOILET EF r_ D— G_ IOXB 1400 - - EXISTING DUCT \ 850 12 Q W/IOXB TO 6x14 LINED WALL GAP NEW DUCT I / I RA TO RTU—I 2 �� 12 12" >_ 1 / 1 cISx12 — r F F —3 A-12 — — — _ „ 6 FIRE MAIN GOLD WATER (GW) � 450 - _ 12 A-12 J 450 26x14 A-12 0 _ A-12 (SEE SITE PLAN) HOT WATER (HW) I : .;., r- A-12 r- 400 10x8 TO WALL GAP __ O DRAIN/WASTE (D) A.9 _. ° I L- 450 i ``� I 12" 12" 1211 400 - - - - - - VENT 12 12111 - I 18x14 18x14 RTU ibxl4 d R1 SPRINKLER NG NATURAL GAS (NG) L----- - - . RI i-- 26x14 5T STORM WATER (ST) I i,2,3,4Er, RTU 30x14 3 JJ ® I SUPPLY AIR DEVICE`, 12 ..E 12" 12" N I G- ® I (TVP. 5 PLGS.) RETURN/EXHAUST AIR DEVICE I A 12 A-12 �x 360 500 U 450 STO ROOM HVAG am\ / j� NOTES G SUPPLY AIR DUCT, UP, DOHN i A-12 1 1 Y 1�G KEYED I �I O T J A-12 35'-6" `ESO 400 o - All. - - -- - - B,5 �GONTRAGTOR SHALL INSTALL NEW DOLLAR TREE PROVIDED HVAG UNIT, RETURN/EXHAUST DUCT UP, DOW�1 I A-12 (- PROVIDE AND INSTALL NEW GURB, PROVIDE NEW OPENING AND STRUGTURAL SUPPORT PER STRUGTURAL DRAWINGS. CONTRACTOR 400 I SHALL PROVIDE AND INSTALL NEW DUGTWORK, CONTROLS, AND ACCESSORIES AS INDICATED ON THE PLANS, SCHEDULE, AND NOTES. I 80 40 n� AIR PATTERN (3-WAY SHOWN, A55L)ME I RTU '~®� 4-WAY IF NOT OTHERWISE INDICA-rw.) I I KK PROVIDE AND INSTALL DUGTWORK IN STOCKROOM AT 12'+/- AFF. I / / VERIFY INSTALLATION, ROUTING, AND CLEARANCE PRIOR TO START OF x 16" DEEP OPEN RETURN WORK. CONCENTRIC DIFFUSER I J J 6x14 LINED W/ I/2" GALV. SCREEN K ADJUST DIFFUSER ABOVE OFFICE AREA FOR FULL VERTICAL I RTU RA TO RTU-3 4 --D�—" BAl—L VALVE I r 4 r �DISGHARGE INTO OFFICE BE OW. C L_^ A-12 _ A-12 _ L� A-J2 L_ --I rE— BUTTERF(Y VALVE f 500 450 D 400 K �� A-12 -- - I K� CONTRACTOR SHALL INSTALL DOLLAR TREE PROVIDED G02 SENSOR ON --D4— GATE VALVE 18x l4 I� 30x l4 imi Ibxl4 400 "14A08 COLUMN AT 6'-0" A.F.F. THIS SENSOR SHALL CONTROL RTU-I, 2, 3, 4 4. OC , f —————J ——— SEE EMS SYSTEM SHEETS FOR MORE INFORMATION. --Ivl— PLUG VALVE I R N 26x14 12 12" 2 12" 1211) A-12 121 STRAINER HITH SLOWDOWN VALVE K 400 .......... 12" 12° ---i�f— UNION I 12 12" I © GAS METER 25' 12„ - ® CONNECT TO EXISTING C.6 4 ;•; A-12 dJ 450 A-10 JPE AIR D�VIGE GALLOUT - NECK SIZE AND CFM A-I2EMPLO AREA W 71 NOTE- HVAG TEMPERATURE SENSOR: CONTRACTOR SHALL REFER TO THE TEMPERATURE E1F EQUIPMENT NUMBER TAG 450 `FOO 400 400 SENSOR MOUNTING DETAIL FOR PLACEMENT AND _ INSTALLATION INSTRUCTIONS PRIOR TO INSTALLING. G02 I CARBON DIOXIDE SENSOR WITH ---- - d _.-.......�..._.....�_...� ...�..-...e. _........-..r.� ,� _...... ......_.__�a.-_..-_ .�........_..e�..�.- w .a ._ - t ....... ..:::... A550GIAI-ED EQUIPMENT NUMBER 6 AFF _. ,.::...... -: :.:._ _. _::..-.. � I I - _.. .. .... .,:,....,_.-. . L. .. ..:.,. :._...fir- ..._ ...: .. SD DUCT SMOKE DETECTOR I I I I L----------J L----------J ---------- AG AIR CONDITIONER AFF ABOVE FINISHED FLOOR BFP BAGKFLOW PRE'/ANTER „ „ NOTE CONTRACTOR: GD COIL GONDENSATE\DRAIN 501-01131 -O DUCTWORK SHALL BE SIZED AND INSTALLED A5 FGO FLOOR GLEANOUT INDIGATED ON GONTRAGT DOCUMENTS. NO EF EXHAUST FAN CHANGES SHALL BE MADE WITHOUT PRIOR FD FLOOR DRAIN WRITTEN APPROVAL FROM DEVELOPER. FAILURE GALV GALVANIZED \ TO DO 50 SHALL RE50LT IN GONTRAGTOR REMOVING INSTALLED SYSTEM AND REPLAGING H HEATER WITH NEW AS SHOWN AT NO ADDITIONAL COST HB HOSE BIBS \ TO DOLLAR TREE. LAV LAV \ MBH BRITISH THERMAL UNIT PES HOUR X 100 MEGH MECHANICAL NG NATURAL GAS NIG NOT IN CONTRACT NT5 NOT TO SCALE OA OUTSIDE AIR RA RETURN AIR �� SA SUPPLY AIR � �y �a s � �t. ,`d�rg o n SS SANITARY SEWER TP TRAP PRIMER SCALE: 1/8u-��_Ou � Gz3 TYP TYPICAL NORTH UH UNIT HEATER _ VTR VENT THRU ROOF 3 1-30-15 BID TWL ADD SPRINKLER SYSTEM WG WATER CLOSET 11121/14 AG/T 1 ATLANTIC BEACH, FL WGO WALL GLEANOUT \ 3901 SPRING HILL AVENUE REV. DATE DR CHK DESCRIPTION .` HVAC PLAN, KEYED NOTES, & LEGEND MOBILE,ALABAMA 36608 ,... .., ��J WG WATER COLUMN ((( i / WH WATER HEATER (251)344-7073/FAX(251)343-9179 DOCUMENT CONTROL PROJ. N0. 615114 DWG. NO. MP-1.1 Oliver ° Little Gipson OLG Engineering, Inc. 301 Industrial Blvd. Tullahoma TN 37388 Office: 931.454.9940 www.olgengineering.com 0 1 2 2.5 3 4 5 En ' neering , Inc . 0 FLORIDA CERTIFICATE OF AUTHORIZATION-No.27562-Expiration:2/28/15 4" TO SS EGO HAL WAY OFFICE II A\/-ILU E TOILE�T�S) A.4 S) (2 PLOW T 3 (2 PLGS) HB-1 MS-I �. _ I 3 TO I �r 11 VTR 4"4.. SS TO < I I I I PF-11 EXISTING WH-1 4 ET-I ABOVE M5-1 2" � F I NG-1 I I B (2 PLGS) I I 2 LGS) , , SERVIGE ENTRANGE 4" (2 PLGS) (SEE DETAIL) I I STOCKROOM �I" FROM UTILTY i -�t MS-1 WGO _ _ B.5 3" (TYP FOR MS, WG, FS, FD) ' DNV PIPINO ISOMETRIG NTS I I i 3/4" GW I I ®rf-i C.1 I/2" � I I DF-I LAV-i 5/4 -�� (2 PLG (2 PLGS) i nTn\ L 1 FROM SERV I GE 3/4" ENTRANGE� HH-1 ET-EMPLOYEE AREAIHB-I FIXTURE M5-1 I a�aoz ! NTS FL-UMB I NO KE'Y'ED NOTES CK�GONTRAGTOR SHALL OBTAIN A GOPY OF ALL PLUMBING SPEC SHEETS PRIOR TO INSTALLATION. GONTRAGTOR SHALL ROUGH IN ALL PLUMBING BASED ON THE SPEC SHEET. FLUB I NO PLAN � 5GALE: /5"=I'-O" a� NORTH 009=9=A0 YOME 1v21/1a Bio Acrr r ATLANTIC BEACH, FL 1 . REV. DATE DR DESCRIPTION r- PLUMBING PLAN & RISERS OA 3901 SPRING HILLAVENUE CHK ��% ` MOBILE,ALABAMA 36608 (251)344-7073/FAX(251)343-9179 DOCUMENT CONTROL PROJ. NO. 615114 =WG. N0. MP-1.2 Oliver c Little o Gipson OLG Engineering, Inc. 301 Industrial Blvd. P Tullahoma TN 37388 - _ ROOFTOP AG UNIT SCHEDULE - Office: 931.454.9940 i www.olgengineering.com � 0 NOMINAL ESP SUPPLY AIR OUTSIDE AIR ENTERING AIR COOLING MBH @ g5 PF) 1TY ELECTRICAL UNIT WE16HT E n ' n e e r i n g Inc . MARK MANUFACTURER MODEL AIRFLOW EER TONS (IN WG) (GFM) (GF ) HEAT(kH) (V/Ph/Hz) MGA/MOGP ACCESSORIES (LBS) (MIN/MA GFM) DB (F) WB (F) TOTAL E-EN5IBLE FLORIDA CERTIFICATE OF AUTHORIZATION-No.27562-Expiration:2/28/15 RTU-I CARRIER 50HGD08 DOWNFLOW 12.2 7.5 1.0 2850 300 100 80 67 g3.3 12.2 12 208/3/60 51/60 1,2,3,4,5,6,7,8 1050 • RTU-2 CARRIER 50HG005 DOWNFLOW 12.2 7.5 1.0 2800 300/100 80 67 g3.3 72.2 12 208/3/60 51/60 1,2,3,4,5,6,7,8 1050 RTU-3 CARRIER 50HGAO7 DOWNFLOW 12.2 6 1.0 2400 200/1500 80 67 75.2 58.1 12 208/3/60 51.1/60 1,2,3,4,5,6,7,8 850 RTU-4 CARRIER 50HGA07 DOWNFLOW 12.2 6 1.0 2400 200,500 80 67 75.2 58.1 12 208/3/60 51.1/60 1,2,3,4,5,6,7,8 850 RTU-5 CARRIER 5OHGA06 DOWNFLOW 15.2 SEER 5 1.0 2000 30 80 67 60.4 48 12 208/3/60 51/60 1,2,3,4,5,6,7 775 O E N E RA L NOTES ACCESSORIES PROVIDED AND INSTALLED BY CONTRACTOR: I. ROOF GURB5, DIFFUSERS, DUGTWORK, AND ACCESSORIES ARE PROVIDED BY THE MECHANICAL I. FULL PERIMETER INSULATED ROOF CURB, SLOPE TO MATCH ROOF. CONTRACTOR AND ARE NOT PART OF THE NATIONAL ACCOUNT PROVISIONS. 2. DRAIN PAN OVERFLOW 5WITGH FOR UNIT SHUT-DOWN 2. CONTRACTOR SHALL IDENTIFY ALL EQUIPMENT WITH STORE NAME AND UNIT NUMBER USING PERMANENT, AGGES5ORIE5 PROVIDED BY OWNER FOR CONTRACTOR INSTALLATION: WEATHERPROOF 2 INCH HIGH DIE-GUT LETTERS ON LAMEGOID NAMEPLATES. EQUIPMENT SHALL BE IDENTIFIED PER THE DOLLAR TREE PLANS. PERMANENTLY ATTACH NAME PLATE TO UNITS, DO NOT 3. DIFFERENTIAL ENTHALPY ECONOMIZER WITH BAROMETRIC RELIEF OB5TRUGT AGGE55 PANELS, NAMEPLATES, MANUFACTURER INFORMATION, ETC. 4. INSTALL EMS CONTROLS PACKAGE 3. PROVIDE PROPER GONDEN5ATE TRAP AND CONDENSATE PIPING ROUTED TO TERMINATION AS REQUIRED 5. LOUVERED CONDENSER COIL GUARDS WITH 'E' COATED CONDENSER COIL BY LOCAL CODE REQUIREMENTS. 6. UNIT MOUNTED NON-POWERED WEATHERPROOF 6FG1 OUTLET 5. PROVIDE OFFSETS IN SUPPLY AND RETURN AIR DUGTWORK AS REQUIRED FROM UNIT CONNECTIONS TO DUGTWORK, DIFFUSER-5, ETC.. VERIFY SIZES REQUIRED WITH UNIT MANUFACTURER. SEE DETAILS. ` 7. UNIT MOUNTED DISCONNECT 5WITGH 8. CO2 DEMAND CONTROL VENTILATION. OA MIN. OPEN POSITION SHALL BE THE MIN. AND SHALL MODULATE OPEN UP TO THE MAX. TOMAINTAIN MAXIMUM G02 LEVELS IN THE BREATHING AREA OF 1000 PPM RELATIVE TO THE OA AMBIENT. 6. CONTRACTOR SHALL COMPLY WITH ALL LANDLORD'S TENANT CRITERIA. COORDINATE AND SCHEDULE ALL WORK WITH LANDLORD'S FIELD REPRESENTATIVE. NOTE` 7. ALL ROOF PENETRATIONS SHALL BE COORDINATED WITH THE LANDLORD'S FIELD REPRESENTATIVE AND GONTRAGTOR SHALL BE RESPONSIBLE FOR ALL STARTUP AND WARRANTY WORK. VERIFY ELEGTRIGAL POWER PRIOR TO INSTALLING UNITS. FAILURE TO DO 50 SHALL RESULT IN GONTRAGTOR FURNISHING GORREGT UNITS OR POWER AT NO SHALL BE DONE BY A LANDLORD APPROVED ROOFING CONTRACTOR IN ORDER TO MAINTAIN THE ADDITIONAL G05T TO TENANT. OUT5IDE AIR QUANTITIES BASED ON A5HRAE 62.1-2004 TABLE 6-1 BUILDING AND PEOPLE GOMPO ENT5 FOR AN ENGINEERED VENTILATION SYSTEM EMPLOYING A G02 MONITORING SYSTEM. ROOFING WARRANTY. ALL VENTS THRU ROOF SHALL EXTEND A MINIMUM OF 12 INCHES ABOVE THE ROOF AND SHALL BE A MINIMUM OF 10 FEET FROM ANY OUTSIDE AIR INTAKE. 8. DUCT SIZES INDIGATED ARE INSIDE CLEAR DIMENSIONS. DUCT DIMEN51ON5 MUST BE INCREASED IF DUCTLINERS ARE INSTALLED. VENTILATION AIR GALGULATIO g. 5MAGNA EQUIVALENT ROUND DUCT SIZES MAY BE 5UB5TITUTED FOR THE RECTANGULAR DUCT SIZES INDICATED ON THE PLANS. People Area ABreathing Zone Air Zone System OA Intake Flow Area OA RateOcccu pant DensityZone Distribution Outdoor Ventilation Total OA Delivered Unit OA Delivered Required 10. DO NOT INSTALL AIR EXTRAGTOR5 OR SPLITTER DAMPERS WHIGH PROTRUDE INTO RECTANGULAR Zone Unit Occupancy Category DOA5 /5Z /MZ Rate Occupants OA Flow Eff. Airflow Eff. TRUNK DUGTS (WHERE USED). PROVIDE ROUND SPIN-IN FITTINGS WITH RADIAL DAMPER AND LOCKING (50 Vbz (am) Ez Voz/(cfm) Ev (cfm/per) (cfm/50 (#/1000 50Vot/(cfm) (GFM) (GFM) QUADRANT FOR ROUND BRANCH DUCTS. RTU-1 70p 11. UNLESS NOTED OTHERWISE, ROUND BRANCH DUCTS WHERE INDICATED SHALL BE THE SAME 51ZE AS THE 5ALE5 RTU-2 RETAIL 5Z 8162 7S 0.12 15 122 ISgB 1.0 1888 0.8 23712 2400 700 DIFFUSER NECK SERYED. RTU-3 500 12. DO NOT SUSPEND ANY ITEMS FROM DEGK OR SLAB ABOVE. ALL ITEMS SHALL BE SUSPENDED FROM RTU-4 500 STRUCTURE UNLESS OTHERWISE NOTED. PROVIDE MISCELLANEOUS STEEL AS REQUIRED. STOCK RTU-5 STORAGE 5Z 1811 OD 0.12 0 O1 217 1.0 1 217 17 0.8 272 300 300 13. WHERE GEILING SPACE 15 NOT SUFFICIENT TO PERMIT TOP GONNEGTION TO GEILIN6 DIFFUSER WITH PROPER BEND RADIUS FOR FLEXIBLE DUCT, CONTRACTOR SHALL FABRICATE AND/OR PROVIDE AN ADAPTER/PLENUM BOX FOR DIFFUSER TO PERMIT 51DE CONNECTION OF FLEXIBLE DUCT. 14. PROVIDE SUPPORT FOR GAS PIPING ON ROOF PER DETAILS ON DRAWING MP-2 AND PER LANDLORD'S ROOFING GONTRAGTOR'S RECOMMENDATION. 15. INSTALL EMS CONTROLS FOR HVAG EQUIPMENT PER CONTROL DRAWINGS AND DOLLAR TREE NATIONAL EXHAUST FAN SCHEDULE ACCOUNT REG2UIREMENTS. SEE EMS DRAWINGS FOR GENERAL CONTROL PLANNING. SITE SPECIFIC CONTROLS DRAWINGS SHALL BE PROVIDED BY EMS VENDOR AND SHALL BE UTILIZED FOR PROPER ELECTRICAL FIELD WIRING AND INSTALLATION. _ MARK MFG/MODEL GFM. RPM IN�W G. � VOLT/PH /HZ AGGE550RIE5 CONTROL GOOK K GEMINI SPACE TEMPERATURE SENSORS SHALL BE INSTALLED FROM TENANT FURNISHES SENSOR RODS AT 7'-0" fi LOMB I NC I XTURE SGHEDUL_E EF-I 6N-340 6,E200 1360 .25 71.3w 120V / IN /60 I,2, 3,4,5 5M5/5EN5OR AFF (EXCEPT WHERE NOTED OTHERWISE). SEE DETAILS ON DRAWINGS. PROVIDED AND INSTALLED BY CONTRACTOR AGGESSORY OPTIONS: I. WALL GAP WITH CORROSION RE515TANT 5GREEN Ib. PROVIDE AND INSTALL DUCT SMOKE DETECTOR IN THE RETURN AIR DUCT OF UNITS AS INDICATED ON 2. BACKDRAFT DAMPER PLANS. WIRE DUCT SMOKE DETECTOR TO THE BUILDING FIRE ALARM CONTROL PANEL OR A REMOTE MANUFACTURER FIXTURE CONNECTIONS MARK FIXTURE TYPE 4 REMARKS 3. PLUG DISCONNECT AUDIBLE/VISUAL ALARM DEVICE LOGATED IN A CONSTANTLY MONITORED LOCATION. FIELD VERIFY MODEL NO. GW HW W V 4. VIBRATION ISOLATION MOUNT KIT EXACT REQUIREMENTS. DUGT SMOKE DETECTORS SHALL SHUT-DOWN THE UNIT IF PRODUCTS OF 5. SPEED CONTROLLER COMBUSTION ARE DETECTED. GONTRAGTOR SHALL TEST SYSTEM TO INSURE PROPER OPERATION OF EGO EXT. GLEANOUT ZURN MODEL #1400-HD 51ZE PER PIPING LATERAL,4" MAX., HEAVY DUTY TOP 6. 277v TRANSFORMER SYSTEM PRIOR TO TURN OVER TO TENANT. EXPANSION --- --- --- --- DOMESTIC WATER U5AGE,VERTICAL STEEL TANK, ET-I HILKINS WXTP-8 HEAVY DUTY BUTYL BLEND DIAPHRAGM, SITE UTILITIES TANK POLYPROPYLENE LINED DOME,2.0 GAL CAPACITY ___ 3:: 2:: TYPE "N" STRAINER. PROVIDE WITH COMPLETE (DOMESTIC WATER, SANITARY SEWER, AND STORM WATER AS REQUIRED) FD-I FLOOR DRAIN ZURN MODEL #Z-415 BODY ASSEMBLY WITH TRAP PRIMER CONNECTION. I. CONTRACTOR SHALL VERIFY POINT OF CONNECTION TO SITE UTILITY SERVICE PRIOR TO COMMENCING HB-1 H05E BIBS ZURN MODEL #Z-1321 3/4" --- --- --- FR05T-PROOF H05E BIBS,VACUUM BREAKER, KEYLESS INSTALLATION. ZURN MODEL NO. Z1021 2. CONTRACTOR SHALL VERIFY EXISTING SANITARY SEWER INVERT PRIOR TO START OF WORK. IF INVERT TP-I TRAP PRIMER1/2 --- 1 1/2" SEE DETAIL TH15 SHEET CANNOT MEET SLOPE REG2UIREMENT5 WITH NEW TENANT PIPING, NOTIFY THE GENERAL CONTRACTOR WATER SAVER TRAP PRIMER --- IMMEDIATELY. RAISED HEADPLU6 POLISH 5.5. AIR DEV I GE SGHEDULE WGO WALL CLEANOUT ZURN MODEL #Z-1446 GM --- --- 4° --- COVER VANDAL PROOF SCREW 3. CONTRACTOR SHALL ADJUST LOCATION AND DEPTH OF BUILDING SERVICES AS REQUIRED TO CONNECT MOUNTING SERV I GE TO SITE UTILITY SERVICE. PLUMB I NG FIXTURE SGHEDULE 4. CONTRACTOR SHALL MAKE FINAL CONNECTION TO SITE UTILITY SERVICE (UNLESS OTHER PROVISIONS FIXTURES BELOW ARE PROVIDED BY OWNER FOR CONTRACTOR INSTALLATIONHAVE BEEN MADE). z MANUFACTURER FIXTURE CONNECTIONS w j 5. GONTRAGTOR'5 FAILURE TO PROPERLY COORDINATE SERVICES SHALL NOT BE JUSTIFICATION FOR ANY v >- z tf1 EXTRA CHARGES. MARK FIXTURE TYPE 4 REMARKS z � MODEL NO. GW HW W V � tX Q DEVICE SIZE ? X BI-LEVEL OA515 MODEL No. PAGSL FURNISHED WITH STANDARD CABINET FINISH MANUFACTURER MODEL NUMBER (INCHES) TYPE MATERIAL N (x w PF-I HANDIGAP NON-REFRIGERATED (/2" --- I I/2" 1 1/2" ®COOLER, SUPPLY STOP 4 TUBE, DRAIN KIT A TITUS TMS 24X24 4-WAY STEEL X X DRINKING FOUTAIN WALL HANGER KIT FURN15HED WITH LAVATORY, ZURN ZS66BO B TITUS TMS- A 24X24 4-WAY STEEL X X AV-1 HANDICAP ® G TITUS 30ORL 12XIO DBL DEFL STEEL X X WALLHUNG URN MODEL NO. 25340 I/2" I/2" I I/2" I I/2" 0005E NECK FAUCET, SELF GLOSING/METERING LAVATORY TERING FAUGET HOLES ON 4�� GENTER5 WALL HANGER KIT,SUPPLY STOP AND TUBES, D TITUS SOF 46X22 EGG GRATE ALUMINUM X X DRAIN KIT 4 TAILPIECE E TITUS 50F IOXIO EGG GRATE ALUMINUM IXI I ix FURNI5H SINK, ZURN MODEL NO. W43MI SERVICE FLOOR MTD. F TITUS TMS 12X12 4-WAY STEEL X X MS-I ZURN MODEL Zigab-36 1/2" 1/2" 3" 2" SINK FAUGET WITH BUILT-IN VACUUM BREAKER, MOP SINK HOSE AND BRACKET, MOP HANGER, AND DRAIN KIT G TITUS 150F 22X22 EGG GRATE ALUMINUM X X FURNI5H ADA GL05ET 4 TANK, ADA OPEN NOTE: PROVIDE TYPE G DIFFUSERS WITH DAMPERS. HANDICAP ZURN MODEL Z5560 FRONT SEAT, FLOOR FLANGE,CLOSET BOLTS 4 WG-I 17" H ELONGATED PRE55URE A5515T 1/2" --- 3" 2" GAPS, WAX RING,SUPPLY STOP 4 TUBE. FLUSH WATER GLO5ET 1.6 G.P.F. 51PHON JET CONTROL MUST BE LOCATED ON THE WIDE SIDE OF THE WG (SIDE OPP051TE THE WALL). V v. NOTE: INSTALL ALL PLUMBING FIXTURES TO BE FULLY ACGE551BLE TO INDIVIDUALS WITH DISABILITIES IN ACCORDANCE WITH LATEST ISSUE OF THE AMERICANS f WITH DISABILITIES ACT AND ALL CURRENT STATE AND LOCAL CODES. - 'PROVIDING AGGE551BILITY AND USABILITY FOR PHY51GALLY HANDICAPPED PEOPLE' AND/OR GOVERNING CODES. - ALL PLUMBING FIXTURES EQUIPMENT, TRIM, Q FITTINGS SHALL COMPLY WITH LOCAL, STATE,AND FEDERAL REGULATION5 AND CODES, INGLUDING,BUT NOT LIMITED TO, WATER AND ENERGY CONSERVATION CODES. THE 5GHEDULED AND/OR SPECIFIED PLUMBING FIXTURES AND EQUIPMENT REPRESENT THE MINIMUM CRITERIA AND SHALL BE THE BA515 FOR THE GONTRAGTOR'S BASE BID. IF THE 5GHEDULED OR SPECIFIED FIXTURES OR EQUIPMENT DO NOT COMPLY WITH GOVERNING CODES OR REGULATION5 IN ALL RESPECTS,THE CONTRACTOR SHALL PROVIDE AN ALTERNATE BID FOR COMPLYING FIXTURE5,EQUIPMENT,TRIM, OR FITTING5. THE ABSENCE OF AN ALTERNATE BID SHALL BE CONSTRUED TO MEAN /�/� THAT THE CONTRACTOR'S BID INCLUDES ALL COSTS NEGE55ARY TO MEET ALL REGULATION5 4 GODE5. � � ,� � � �� CDOLL�0 YO/Ex ALL PIPING AND VALVES BELOW LAVATORY 5HALL BE INSULATED WITH PVG LAV GUAR05 AND GONFIGURED TO PROTECT AGAINST CONTACT PROVIDED WITH LAV KIT. THERE SHALL BE NO SHARP OR ABRASIVE 5URFACE-5 UNDER LAVATORY. a< ny 11/21/14 Bio aG/TL ATLANTIC BEACH, FL 3901 SPRING HILL AVENUE REV. DATE DR CHK DESCRIPTION HVAC & PLUMBING SCHEDULES MOBILE,ALABAMA 36608 DOCUMENT CONTROL (251)344-70731FAX(251)343-9179 t� PROJ. NO. 615114 DWG. NO. MP-2.1 Oliver • Lithe e Gipson OLG Engineering, Inc. 301 Industrial Blvd. Tullahoma TN 37388 r ,- Office: 931.454.9940 0 1 www.olgengineering.com 8 8 ,❑� .0 -�/ 5 En ' neering , Inc . L R A C I A A O I O - o. 5 xpiration: /28 5 i I 6 2 4 8 8 0 12 D 1-1/2" x 1-1/2" x I6 0A. RETAININO ANGLE ALL FOUR SIDES. FASTEN WITH#10 SHEET METAL SGREW5, W ON CENTER. A55EMBLY MUST BE SELF-SUPPORTINO INDEPENDENT OF DUCTWORK. ANGLES MUST LAP STRUCTURE OPENING5 A MINIMUM OF I" AND COVER CORNERS OF OPENIN65. 20 UL 555 FIRE DAMPER ASSEMBLY. O REFER TO MECHANICAL SPECIFICATIONS FOR MAXIMUM PROTRUSION OF FIRE DAMPER BLADE/SUPPORT ASSEMBLY INTO AIR STREAM. ® SHEET METAL DUGTWORK. A 0 CLEARANCE BETWEEN WALL AND SLEEVE 1/8" PER FOOT OF DAMPER WIDTH OR HE16HT. MINIMUM OPENINO 1/4". MAXIMUM OPENING 1/8" PER FOOT. CLEARANCE CAN BE ON EITHER SIDE, TOP OR BOTTOM. © SLEEVE MUST NOT EXTEND MORE THAN 6" FROM FACE OF WALL. O DUCT AGGESS DOOR. ® STOP INSULATION AT WALL BOTH SIDES, AND SEAL WITH TAPE TO WALL. ® 5-JOINTS, SLEEVE TO DUCT. EXTERNAL WRAP INSULATION. II DAMPER SLEEVE. 0 RATED WALL CONSTRUCTION. �S VERT I GAL FIRE DAMPER DETAIL NTS NOTE: ALL PIPING TO BE GAUGE COCK AND RLY�L PPORTED (3DIAELRTMPEUGE FROM FINISHED WALL G.W. TO BLDG. �- — — BALL VALVE FULL LINE SIZE WYE LAY OR 51NK, STRAINER WITH I/2" RE: PLANS PRIMER TUBE E5GUTGHEON 18 X 18 X 6 THICK GLEANOUT WITH CONCRETE PAD BLOWDOWN ZURN MODEL Z1021 COVER "T" HANDLE PROVIDE TRAP PENT WHERE "PRIME-EZE" WATER — ' REQUIRED BY CODE ROOFTOP UNIT 5AVER TRAP PRIMER, FINISHED GRADE OR EQUAL PRESSURE REDUGING VALVE, —I � �: F.D. I , RE: PLAN G_O I/2 SOFT K COPPER WILKINS 70 SERIES OR FIN15HED 1/2" GOMPRE55ION II {�:r `: ;;f..+: :: ` ' or ,.. EQUAL, SET ® 70 P516. FLOOR FITTING .. EXTENSION - SAME SIZE ''`^ '' '••'' '` ' ' '"'' STAY CLEAR OF AGGESS —1-17711_ AS SEWER, UP TO 4" PANELS/SERVICE AGGESS ff/ 7�—i J PITCH WITH _ — — SEE SPEGIFIGATIONS ---.-.-------— --.--- ----. ROOF SLOPE, FOR MATERIAL PROVIDE UV SLEEVE LONO SWEEP 1/4 BEND OR GOMB. "Y" 4 I/8 BEND COATING —e. l_.___ SEE PLANS FOR 51 ZE __�________. . __ ....._.__ --------- FIN 15HED FLOOR SUPPORT ----_. ..-. PLUG FOR GLEANOUT ADJU5T A5 REQUIRED FOR TERMINATE TRAP PRIMER DETAIL PERPENDICULAR LINE AS REQ'D BY LOW III LOCAL CODE -- —qG.W. FROM UTILITY NTS BFP IN HOT BOX FASTEN WATER HEATER TO WALL WITH TWO I I/2° ROOFTOP UNIT GONDENSATE�I�I N� D�T�I L SEIzV I GE L 11\lE El�Ti`A1�GE DETAIL GALVANIZED STRAPS P051TIONED 1/3 DOWN NT5 FROM TOP OF WATER HEATER AND 1/3 UP FROM EXTERIOR. GLEANOUT DETAIL NT5 BOTTOM OF WATER HEATER. ATTAGH TO WALL NTS AT STUD LOGATION5. 1/2' VACUUM RELIEF VALVE 5ELF-TAPPING 5HEET METAL -T�2— WATTS 36A 5GREW5 AT 6" O.G. _ t�2• TEMPERED — i TO M5r� s/a" _ :,. j RETURN DUCT - 5EE COLD Com--- ACCESS COVER PLAN FOR 51ZE - _ _ ii I TEE WITH PLUO o EXP. TANK. — i . I I ® ✓� 0 ANGLE FRAME, 5EE ARCHITECTURAL D CONDENSATE DRAIN r APPROVED 24"N DRAIN PAN 5ET ON 28" x 28" x 3/4" FIRE (5EE DETAIL THi5 5HT) I" MESH RETARDANT PLYWOOD PLATFORM. j GONDEN5ATE TRAP 7'-0" (REF) 40 T 4 P RELIEF VALVE 5EE ARCH. OW65. — L.. — — -- . (FACTORY INSTALLED) WITH �j..............._...._........ .._ FULL 51ZE DRAIN LINE DOWN _ TI6F1T TO WALL. TERMINATE IN I' ¢ 4 ` ROOF DECK ,l INSTALL FRAME AT OPEN M5. PROVIDE AIR 6AP A5 �, 3/4" DRAIN LINE FROM DRAIN PAN DOWN INSULATE GURB GAVITY WITH } END OF RETURN DUCT REQUIRED BY GODE. i TIGHT TO WALL. TERMINATE IN M5. PROVIDE FIBERGLASS BATT INSULATION I HALL Y Y,, 10" M5 ! AIR 6AP A5 REQUIRED BY GORE. POWER WIRING UP THROUGH TY F I G A L A L L G 1.._.E A I �1 O U T DETAIL \ / - ----— --- FLOOR _ _, — BASE OF UNIT TO BREAKER L�EMO Y ABLE METAL FRAME DETAIL T ---24"—� 36" x 24" M5. SEE SCHEDULE. MOUNTED ON 510E OF UNIT NTS NOT TO SCALE NOTE: ALL WATER PIPING IN51DE BUILDING 5HALL BE IN5ULATED PER NOTE: COORDINATE ALL ROOF PENETRATION 5PEGIFIGATION5 5HEET MP3. REQUI -MENT5 WITH LANDLORD'S ROOFINGt"��f.�� ` D � �L11]LSL� �.. r ti _ PROVIDE WATTS MODEL PET-5-111 EXCONTRACTOR UNIT5 5HALL BE IN5TALLED LEVEL EXPANSION TANK IN GOLD WATER �`� ' �; � �r,�,�' LINE ON THE TANK 510E OF THE GOLD WATER SHUTOFF VALVE. TO IN PROPER GONDEN5ATE DRAINAGE. 4 2/5/15 TWL TLW DELETED SPRINKLER INFO-MOVED TO NEW SHEET FP-1.1 7 101. 3 1-30-15 TWL TWL ADD SPRINKLER SYSTEM 11/2 / 4 � ATLANTIC FLHATER HEATER DETAIL T)'FIGAL RO FTOP UNIT INSTALLATION BEACH, y _ NOT TO SCALE NTS 3901 SPR INGHILLAVENLIE REV. DATE DR CHK DESCRIPTION , , HVAC & PLUMBING DETAILS MOBILE,ALABAMA 36608 DOCUMENT CONTROL ° ° rr (251>344ao�3iFAx(251)343-9179 //'� PROJ. N0. 615114DWG. NO. MP-3.1 �tO GENERAL MEGHANICAL CONDITIONS H�IAG UNITS Oliver ,- Little ,-) Gipson OLCI Engineering, Inc. DUCTWORK J. Provide two operation and Maintenance Manuals bound 301 Industrial Blvd. A. Contractor shall I cooridnate the de I iver , pATullahoma TN 37388 Owner shall furnish selected mechanical equipment, y A. All ductwork shall be constructed of galvanized in S-1/2" x 11" page binders, titled "Operation — Office: 931.454.9940 accessories and controls as scheduled and as specified. The receiving, storage, riggin, hoisting, installati n, and p g p start-up of heating and cooling units includi all steel sheet metal and be fabricated according to And Maintenance Manual". Subdivide binder ; www.olgengineering.com mechanical subcontractor(s) shall be responsible for delivery p g d g the latest edition of the 5MAGNA HVAC Duct contents with page, dividers b system and coordination, receiving, storing, setting, startup and installing accessories as scheduled on drawings. Construction Standards for metal and flexible u g y y g g g p g equipment. Include all shop drawings, and warranties. E n ' n e e r i n g , Inc . all Owner furnished equipment as well as the one year parts ductwork. Ductwork exposed to view in areas Submission of these documents shall be a requirement and labor WARRANTY from the date of store opening. B. HVAC, units shall be furnished complete with casing other than Stock shall be a provided with paint-grip finish. for final ment. � MATERIALS FLORIDA CERTIFICATE OF AUTHORIZATION-No.27562-Expiration:2/28/15 refrigerator system, heating section (as sc eduled p y • A. DRAIN, WASTE AND PENT on drawings), fans, motors and drives, filters, A. SCOPE automatic controls, nod optional B. All elbows shall have proper radius or I. Sit ibell d spigot I. Provide, all labor, materials, and equipment p accessoris as TESTING ADJUSTING BALANCING AND INSPECTION ervce weight, casron ansp g scheduled on drawings. contractor shall provide turning vanes as required pipe and fittings. No-hub service weight necessary to properly install air conditioning by 5MAGNA duct construction manual. pipe and fittings may be used above grade systems where shown on draings and as G. Temperature Controls A. Gontractor shall procure the services of an when permitted by local code. scheduled. I. New HVAC units shall be furnished with factory G. All duct connections to equipment shall be loaded independant NEBB or AABG certified air balance Installed and tested components to provide two type vinyl, vibration elimination connections, and testing agency to balance, adjust and test 2. Schedule 40, galvanized steel pipe and 2. Provide equipment as specified together with stages of cooling, two stages of heatin (where (FG) flexible connections. hvac equipment and duct systems. banded malleable iron screw fittings. all necessary ducts, grilles, registers, controls, 3. Schedule 40 and 80 PVG or ABS piping piping, low voltage fans, control wiring, applicable), anti-recycle timer, five minut D. Flex duct: Provide factory assembled Glass I air B. Work shall be performed after the complete installation with DWV pattern fittings may be used where hangers, stands, equipment supports, flashing compressor staging relay, $ other items as duct (UL 181) with fiberglass insulation and and startup of all equipment, duct systems and allowed by local code. Foam core PVG piping at equipment, duct and pipe insulation unless scheduled or indicated on drawing. reinforced outer protective cover/vapor barrier. temperature and energy management controls and .will not be approved. otherwise noted. 2. Existing HAG units to be reused shall b Flex duct shall meet NFPA SOA with flame spread completed print to turnover for the start of stocking. modified with Owner's standard EMS con rots under 25, smoke developed under 50, and shall be B. HOT AND GOLD WATER 3. Related Work by others: wired to Owner's EMS system. rated for I" W.G. pressure and O to 250 degree G. Gontractor shall submit signed and sealed balance I. Above grade. a. Painting except as herein specified. temperature. Maximum length shall be 5'-0". and testing agencie's report to contractor for a. Type "L" copper tubing, hard temper, b. Line voltage wiring and conduit, D. Sequence of Operation Minimum center line bend radius shall be 1 1/2 submittal to Develooper for review. cold drawn with wrought copper lead c. Electrical supply connection toequipment. 1. Occupied Hours duct diameters. Vapor barrier shall be sealed at free sweat fittings. Gonnections to fixtures pp ya. Unit outdoor air dam er shall open to i s each end after connection to duct and air device. D. Balancing of air devices shall be accomplished by g p p adjusting branch takeoff clamper at main trunk and equipment shall be made with 85Y B. All work shall conform to all federal, state, and minimum position and unit supply fan shall g p brass red bIPS size p pe or compression ression operate continuously. E. All new supply and return ductwork shall be duct. Dampers in the necks of air devices shall be local codes and any Owner and Developer b. Unit outdoor air damper shall modulate from its y an le stops. Provide dielectric unions where insulated. NO EXCEPTIONS. Insulate with external used for final trim only and in no case for g p requirements as specified in the executed bid p connecting piping of dissimilar materials. cl p minimum scheduled position to its maxim m duct wrap or with shop applied duct liner. greater than 10% if the indicated volume for the g p p g Criteria. Mechanical Gontractor shall verify and p b. PVG for cold water and GPVG for hot water y scheduled osition in response to s ace Duct wrap shall be foil reinforced kraft individual air device. coordinate scope, of work with Owner and p p p may be substituted for copper piping where p mounted CO2 sensors (by others) set t facing. All insulation shall meet NFPA cfOA y pp p p g Developer. I,IOOppm. flame spread under 25 and smoke E. Where existing duct is to be reused, contractor allowed by local Code Authority for above grade c. Unit compressor shall cycle or heat ex hanger developed under 50. Thickness, density shall provide and install new manual dampers water piping only. G. The contractor shall examine the remises and with locking uadrante in the runout duct at the p shall stage to maintain space setpoint. and R value shall be per code. g q 2. Below grade. verify the existing conditions under which he will be Insulation shall be fastened to ductwork connection to the trunk duct as required for the obligated too operate, in performing his art of the d. Unit economizer cycle shall inititate upo signal completion of balancing. a. Type "k" copper tubing, hard or soft temper, g p p g p from outdoor and return air temperatu e and per manufacturers instructions and p g• with wrought copper lead free sweat fittings. work and that will in any manner affect the work enthalpysensors. Outdoor Air dam ers return 5MAGNA standards. Round branch Note: No fittings shall be permitted below under contract. No additional compensation shall be p F. The independant NEBB or AABG certified balance g p air damper, and unit compressor(s)ressor(s) sha I c cle ductwork shall be Insulated with I thick rade inside building. provided for conditions found Burin the execution p p y and testing angency shall also inspect the completed g g• p g to maintain s ace setpoint. Economizer c cle fiberglass sleeve with foil jacket and of contracted work. The contractor shall p p y and operational HVAC equipment, duct systems and G. AIR CONDITIONING CONDENSATE cooperate with all other trades so that the shall override G02 monitoring system. all joints and terminations sealed with foil and temperature and energy management controls duct tape. roir to turnover of the store for the start of stocking. I. Type "L" copper tubing, hard temper, Installation of all equipment may be properly p g• 2. Unoccupied Hours EXEGUTION Balance and test contractor shall submit the completed cold drawn with wrought copper lead coordinated. Developer shall being to the attention P inspection re a. Unit outdoor air damper shall remain closed Owner's HVAC field ins ort to the contractor free sweat fittings. of the Developer any discrepancies between field �t p p and unit supply fan shall cycle on a signal from A. All ductwork transitions shall be (FOT) Flat on for submittal to Developer for review. conditions and design documents. space sensor. Top" unless otherwise specified on plan. All duct D. NATURAL 6A5 PIPING D. All equipment furnished shall fit the s ace b. Uni compressors) shall cycle or heat dimensions listed are inner air stream dimensions. I. Schedule 40, A5TM A120, black iron pipe p exchanger shall stage with unit supply fon to with 150 Ib. black malleable threaded or available, with connections, etc., in the required maintain space setpoint. B. All ductwork shall be routed above the suspended GENERAL PLUMBING CONDITIONS socket welded fittings. locations and with adequate space for operating ceiling space unless otherwise noted on the pians. A. SCOPE and servicing. Should a conflict exist between the All ductwork shall be suspended according to drawings and the specifications, 3. Smoke Alarm (where required) I. Provide all labor, materials, tools and _- - the contractor shall a. Unit outdoor air damper hall close an unit the latest edition of the 5MAGNA HVAC Duct equipment necessar to complete the work, "l promptly notify the Developer whose decision shall p Construction Standards for metal and flexibley p supply fan shall stn on a signal from uct Including installation of plumbing piping and fixtures. be final. No allowance will be made subsequently in pp y p g ductwork. g p g pp g this connection in behalf of the contractor after smoke detector. Duct smoke detector shall All materials shall be new and be installed in award of contract. send a signal to remote alarm device. G. All outside air intakes shall be a minimum of 10'-0" a workmanlike manner in accordance with away from exhaust discharge openings and the drawings and specifications. E. All mechanical equipment shall conform with the GRILLES, RE6I5TER5, AND OIFFU5ER5 plumbing vent stacks. 2. Provide excavation and back fill of all trenches requirements of the State Mechanciol Godo, the A. The Gontractor shall provide grilles, registers, and diffusers D. Provide UL approved fire dampers for all incidental to the plumbing work as shown on State Building Gode, the State Energy Godo, NFPA where indicated and as scheduled on the drawings. penetrations through fire rated walls, partitions, the drawings. Back fill shall compacted to q0%. cfOA, ci6.101 and all applicable local codes and B. Grilles, registers, and diffusers shall be provided kith ceilings, and floors. Install fire dampers as per 3. Provide all backing, supports and carriers ordinancies. opposed blade volume dampers. manufacturer's directions and as per UL for fixtures. F. Drawings for mechancial work are diagrammatic G. Grilles, registers, and diffusers shall be guidelines. 4. Provide all cutting provided with g and patching of the con- showing the general location, type, layout, and frame types to match the surface into which they wi I E. Provide round spin-in fittings with locking volume damper struction work, rough finish and trim, which equipment required. The draing shall not be scaled be installed. for every inlet and outlet attachment to the main may be required for the installation of ui for exact measurements, Refer to manufacturers D. Grilles, registers, and diffusers shall be equipment. Allatchin provided with trunk duct whether shown on the plans or not. q p p 9 shall match all standard installation drawings for equipment factory applied white finish. Provide additional locking volume dampers at all secondary surrounding work. connections and installation requirements as E. Design is based on products manufactured by Titus. branch takeoffs from ductwork mains and as indicated 5. Gontractor shall make all plumbing and required. Furnish and install ductworkm connections, Products of equivalent performance, construction, a id on plans. Provide inspection access panels in ducts piping connections to equipment specified to accessoriesm offsets, and materials necessary to appearance may be supplied. at all fire dampers. be furnished by Owner or under other sections facilitate the system's functioning as indicated by F. Supply, return and positive pressure exhaust ductwork of the specifications including final connections the design and the equipment indicated. Gontractor EXHAUST FAN5 shall be sealed in accordance with 5MAGNA to air conditioning and heating equipment. shall obtain all necessary permits and pay A. The Gontractor shall provide exhaust fans where Seal Glass G. 6. Gontractor shall provide sufficient approved associated fees. indicated and as scheduled on the drawings. water hammer arrestors (Wade "5HOGK STOP", 9 G. Gore-drill or saw-cut existing walls, roof, etc. 0. The contractor shall install alli in , ductowrk, B. Inline exhaust fans shall be furnished with vibration as required for piping or ductwork and fire-stop or equivalent) to prevent water hammer. fixtures, and equipment as requredting, o conform the isolatin han ars and all related hardware. opening around pipe or ductwork. Verify location 1. Gontractor shall thoroughly clean all fixtures, structure, avoid obstructions, preserve ceiling g g of structural beams,joists, etc. before drilling equipment and piping after installation. heights and headroom, and make all equipment G. All exhaust fans shall be furnished with back draft or cutting. Notify architect of any discrepancies. 8. Gontractor shall provide approved access requiring maintenance or repair accessible. damper, insect screen, motor and drive, and doors in framed holes for all valves, traps options and accessories as scheduled on drawings. H. Wherever foundation walls, outside walls, roofs, which must be located in inaccessible locations. H. The contractor shall install mechanc is l systems as etc. are cut for installation of systems, they shall be patched to match existing construction a. Gontractor shall provide cutout data for all sinks shown, noted, and specified. Equipment may not be and sealed weather tight. Work shall be performed and lavatories to all other related trades. substituted unless written approval by the by craftsmen skilled in their respective trades. 10. Gontractor shall obtain and pay for all required Architect/ Engineer, or Developer is obtained. Any unauthorized changes shall be removed at I. Provide 3 sets of pleated disposable filters. One permits, inspections and certificates in connection contractor's expense if deemed necessary by set to be used until completion of construction with the his work and make all arrangements with Architect, Engineer, or Owner's representative. phase. Install one set at completion of utility companies for service and connections and Gontractor shall be responsible for any required construction phase and deliver one set to owner pay all fees, charges permits and meter charges. changes to related work caused by the substitution and label each set of filters to denote their 'A of any Items of materials or equipment at no respective HVAC units. additional cost to owner. 0 0,60 GI 1 P 11/21/14 )B/DG[TL = ATLANTIC BEACH, FL REV. DATE DR DESCRIPTION SPECIFICATIONS 3901 SPRING HILL AVENUE CHK MOBILE,ALABAMA 36608 DOCUMENT CONTROL ' ' `�� (251)344-7073/FAX(251)343-9179 0 �` "r''f.=' ' -' PROJ. NO. 615114 DWG. NO. MP-4.1 Oliver Little Gipson OLG Engineering, Inc. 301 Industrial Blvd. I` Tullahoma TN 37388 _ Office: 931.454.9940 www.olgengineering.com En neering , Inc . F EXEGUTION G. HOT AND GOLD WATER E. INSULATION ID FLORIDA CERTIFICATE OF AUTHORIZATION-No.27562-Expiration:2/28/15 A. GENERAL REQUIREMENTS I. All water piping shall be pitched in I. All water piping, horizontal and vertical shall be insulated with fiber las! pipe, I. Contractor shall examine the remises and direction of flow to allow for system g P p p draining. In5tall piping parallel to major insulation with an all purpose vapor g lati5f himself of exi5tin conditions under P p g p J barrier jacket. Use minimum I" insulation which he will be obligated to operate in building elements. on watepiping. All in*ulatin materials performing his part of the work that in any 2. Install water main Shutoff valves, Watts or shall havaximum 25 flame Spread manner affect the work under the contract. approved equal, gate valve, above grade rating and 50 Smoke developed rating. The contractor shall cooperate with other below pressure regulator. trade* !o that the installation of all equipment 3. Install acce55ible hot and cold water 2. Approved insulation blocking shall may be properly coordinated. Stop* at all fixture*. placed between sheet metal jackett and 4Install dielectric isolators where in- bottom of the pipe where jacket aelon 2. All equipment furnished Shall fit the S .pace Gom atible Piping materials come in cannot prevent cru*king. Insulation available, with connection, etc. in the required p P P g jacket or vapor barrier 5ha11 be Sealed location* and with adequate Space for operation contact. after installing blocking. (see hangers, and Service. 5. Install temperature and pre55ure relief 5upport5 and lleeve5 - 3. All piping, except fixture 5upplie5, Shall be 6Install water pre*d by by Godo.regulator, F . HANGERS, 5UPPORT5 AND SLEEVES . valves a5 require 5ure concealed, cut accurately to exact mealurementS "Watts" or "Wilkins", where available I. All drain, wa*te, hot and cold water, taken at the building and worked carefully into place without forcing or Springing. Ghange5 in utility prey*ure exceed* 80 p*i. and natural- gas piping exposed, above direction of all piping Shall be made with fittings. D. NATURAL 67A5 grade and in furred areas, Shall be Supported Ghan9e5 in pipe Size Shall be made with reducing fittings. I. Install natural gas piping a5 indicated in place with lecure�ly fastened Solid pipe han er! not over 8-O a art and at each g P on drawin ! and a5 required b � �, 4. No water or drain line* Shall be permitted over g q y change in direction, (5-O on cast iron pipe.). P local codes. g P p electrical or telecommunication panels or in 2. Install Shutoff valves close to fixture 2. Pie han er5 Shall be installed around telecommunication rooms. P g and appliance connections and ahead the outside of insulation with vapor PP P 5. Provide protective metal cover late! over union and dirt le at rooftop units. barriers, and insulation Shall be g P P p protected a ain5t cru5hin b Sheet studs and oi*tS where i e5 penetrate 3. Unions shall be in*talied on both Side* P g J PP P g y metal jacket o close to edge, of Stud or 'oilt of all equipment and where required to a f proper area and weight. g Jq J P P 9 6. Provide chrome plated escutcheon* where facilitate removal of equipment. 3. All water piping running through pipes pa!!5 through floors, walls and 4. Provide gas pre55ure regulating valves floors or walls shall be isolated Geiling5 in finished 5paceS. with turned down vents at ail gas appliances from the penetration with a 1. All piping Shall be installed with adequate when distribution pressure i* greater Sleeve. Maintain the fire rating provision for expansion and contraction than T7 W.G. of all "all and floor using Swing joints, pipe clamps, anchors 5. Provide ga5 main 5hutoff valve penetrations by use of and expansion joints. Fittings *hall be with lever type handle placed on approved fire stop materials. *o S aced that the will not interfere on house Side of meter. P y 6. Paint all exterior piping including 4. 5leeve5 through wall* Shall be cut 50 with Sliding of pipe on 5upport5. P•p g g a5 to be flush with the finished Surface piping installed on roof with two coats of the wall in each case and Shall be 8. All openings in the roof Shall be flashed or rust inhibiting exterior paint. made watertight. watertight per the instruction of the 9 Owner's roofing contractor to maintain 1. Support piping on roof per instruction roof WARRANTY. of Owner's roofing contractor to maintain roof WARRANTY. B. DRAIN, WASTE AND VENT 6 TESTING I. Drain, waste and vent lines *hall pa** I. All waste piping Shall be pitched a inspection under head of water by minimum of 1/4" per foot where 5y5tem with water to top of highest po551ble. Piping greater than 4" vent !tack. diameter may be pitched at 10" per foot, only where required by existing 2. Water lines Shall pa55 inspection of conditions, Subject to the approval of four (4) hours under 150 psi pre55ure. the authority having jurisdiction. Before any use of 5y5tem i5 made for 2. Drains and P-traps: I-7 ga. G.P. Bra!5 domestic purpo5e5, it Shall be where exposed to view extending to disinfected by Slowly filling with water wall. Nominal Size of drain and trap to which a disinfecting agent has been Shall not be Smaller than the fixture injected at a rate of 50 p.p.m. of outlet to which it 15 attached. chlorine, which Should be allowed 3. Vents lha11 extend not les* than 12" to Stand in the piping for at least h roof. The Shall be gathered 24 hours, after which to*t5 for through y g residual chlorine Shall Show not les!5 together where po55ible into one vent of than five(5) p.p.m. of re51dual chlorine equivalent area. Vents Shall be flashed at every water outlet in the building. indicated on the drawings. All vent! if the residual i5 1e55 than five ppm, Shall be a minimum of 10'-0" from any the disinfection Shall be repeated until fresh air intakes, or greater if required the required residual i!5 obtained by local code. at every outlet. 4. Gleanout5, Same 51ze a5 pipe, Shall be After required residual i5 obtained installed in Soil and waste lines at every at every outlet, the 5y5tem *hall be change of direction and at every 100 flushed until the chlorine level at feet of run whether Shown on the drawings every outlet 15 reduced to that of or not; and Shall be acce55ible in all ca5e5. incoming water Supply When occurring in finished wall or floor, Set flush with Surrounding Surface. 3. Gas lines Shall Stand a pre55ure of 25 psi for a period of 15 minutes 5. Gleanout5 a5 a minimum *hall be located without perceptible drop. 5o that all Soil and waste lines within or under building are acce55ible for 4. All testing Shall be performed by cleaning without pa55ing through more contractor at his own expense. than one ninety degree or two forty- five degree bends. Gleanout covers H. WARRANTY Shall be Set flush with floor* and 1. All materials furnished and installed under grade with exposed plastic nut at this contract Shall be new and free from all H0115. defects in materials and workmanship and Shall be guaranteed for a period of one (1) year from the date of 5ub5tantial Gompletion. 0.00 &A LW YOME f, 4, 11121114 Bio AG[rL r, ATLANTIC BEACH, FL 3901SPRINGHILLAVENUE REV. DATE DR CHK DESCRIPTION SPECIFICATIONS MOBILE,ALABAMA 3660E DOCUMENT CONTROL t1( ly (251)344-7o73iFAX(251)343-s179 PROD. N0. 615114DWG. N0. MP-4.2 Oliver • Little • Gipson OLG Engineering, Inc. 301 Industrial Blvd. ll Tullahoma TPI 37388 II I I Office: 931.454.9940 I i www.olgengineering.com III I © o I I En ' neering , Inc . III I o � . I I FLORIDA CERTIFICA'TE OF AUTHORIZATION-No.27562-Expiration:2/28/15 III I _ _ _ _ _ _ _ _ _ _ _ _ • MWE II I I IIIA 001mmas mro L' & F ON 1 01 w 3a I r `� \ti xa\ �°� , x ,� �'� I `..e..� .�....7:,....«_ m�W. .gel'", f,. .f\ C � i�'>� 7 1 \ z\.a 7,F' 'unas z I II SPECIFICATIONS �6 GROUNDNIRE 5:111A11 IIGE \ 7 TENON - LENGI"HOF POLE FT. I �::lEMBEDMENT SPECIFIED FT. IIEIGI ITABOVE GROUND FT. WEIGHT LBS. 1 __ ____ - ...................._ I I ( r'r'ol.vrlFE WINDVE'OC_ITY(�L1PFi)............-"--- --120...... ..7.40.._.. .iSO........_ E s ; l 1 ' ..... ......... I I x MAXIMUM EW(SQ.FT) 01 01 3^X s'HAND Above embedment show in sand.Other embedment depth maybe required {"} HOLE WITH in other soil conditions. f- 1 I [[ ALUAIINU�NC a II I IC-`'CA �!€rt!{q TYPE E FIXTURES T BE I I I (( ti OVER - II I MOUNTED m 12'-0" AFF I - _ s (TYPICAL) ; , STNDARD PIPE TEa� SIZE - - - n --- _ z "NpMINA 061S(DEQIAMETERO } II I ._ . ____ - -3118' --- - ° ° 0 2 2 3116 r o ° 2 1/2" 2 718" I I I01 LVL5 ° 3" 3 1/21, & LP-12O 31/2" 4"4° (V IA LCF) L — 2" — 4 1 Plea.e order tenon by nominal diameter. I II I01 A 0000 07� OLI t L� EMBEDDED 120 140 256 rn I I LVL PALE S�iAF;x SIZE': 1F/00"T PU [ENGTH M('N MPH. MPH, PA-3tJ,3"�. I LENGTH .7YFE -Tip, _LBS.; tBS.' 1N SAND . EPA,. .EPA_S.iEPA I I (VIA LCF) I I I 17 1 4.5"-7.25 600 1200 7' 11 7 6 !!! 22' _ I 45"-II" 900 17.00 -- 7 8 4 3 �{ I "C, (2#10 I I 28'- I 5"-9.5" 1530 _7300_ 8' 9 4 3 I w., TYPE 'D' FIXTURES TO BE 4 0)#I0G 34' 1_ S"-10.5" 2130 1300 9' 8 5 4 0 I I (ENTI CIRCUIT) 14' 11 -1111, 2700 2400 5 MOUNTED * V-8" AFF I I 40' m 6'-12.5" 3560 2600 10' 14 7 4 I II (TYPICAL) I 46' m 6"-13.5" 4570 2600_ n' --is _ a 5 1'._...._....ITL..._._6.5"-14.75'...-.6060---....3500....... .. 71' 16 a 5 PYLON SIGN. � � E _-- �---"-"- I I VERIFY LOCATION. ( z� -- -- - �—� _ - Sa' II! b.5"-16" 7000 3500 I3' 63' III 26 13 8 _ G'-76.75" 9030 3500 13' 21 9 4 II E E I ! I I RP-39 I I I _• (VIA LCF) I I I LVL3 I I I Approved By: _ Project Name: Location: — _-. Date: WLS LIGHTII16 EMS II P.U.Box 100519 Fort Worth,TX 76185 s 800,633.8711 , Fax:817.735.4824 s www.wlslightilig.com Consider tliP_Impact! 1 Specificatiam,subject to change without noSice. 19 Re,3/14 I II III B INOTE: EXTERIOR LIGHT FIXTURES AND POLES SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR I I I I I Luminaire Schedule I CONTACT FOR PRICING: cbronstad@wlslighting,com II I A WLS10565 DOLLAR TREE ATLANTIC BEACH, FL PM: CINDI 1 11 I Symbol Qty Label Lumens LLF Description 1 I II I000 3 A N.A. 0 . 900 WLS-STL-FTX-LED-SS-CW-UE-GS 30 ' MOUNTING HEIGHT II0 3 B N.A. 0 . 900 WLS-STL-FTX-LED-SS-CW-UE-GS 30 ' MOUNTING HEIGHT I II I I I 2 D N.A. 0 . 900 WSR LED 2 10A700-40K SR3 MVOLT ELCW 8 . 67 ' MOUNTING HEIGHT I II 0 . 900 1 WST LED 2 IOA700_40K SR4 MVOLT 12 ' MOUNTING HEIGHT I II (BEARING BASIS) 300.11'(F) 7 E N. A. SSS17' 0-W(F)(D) 0C3,00'(D) NOTES I1. FOR FIXTURE TYPES'A'AND'D', PROVIDE 40FT CONCRETE POLES.THESE POLES SHALL MEET WIND LOADING REQUIREMENTS FOR I � PROPOSED POLE-MOUNTED TRANSFORMER LOCATION THE INSTALLATION LOCATION CODES AND STANDARDS. 2. FIXTURES SHALL BE FINISHED BRONZE. II ALL FIXTURES MUST BE EQUAL IN MATERIAL, QUALITY,WARRANTY, PHOTOMETRICS, SIZE,AND FINISH. ALL 1 I FIXTURES CONSIDERED EQUAL MUST BE SUBMITTED TO THE ARCHITECT/ENGINEER DURING THE SHOP DRAWING 1 I PROCESS. A PHOTOMETRIC CONFIRMATION,WITH A POINT BY POINT LAYOUT MUST ACCOMPANY THE SUBMITTAL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING FIXTURES TO THE ENGINEER'S AND ARCHITECT'S SATISFACTION. THE SPECIFIER WILL REVIEW SUBMITTALS ONE TIME. IF REJECTED,THE CONTRACTOR SHALL SUPPLY ALL FIXTURES AS SPECIFIED. I40'CONCRETE POLE W/10'BURIAL DEPTH II I EI �) 51TE 6HTI N6 FLAN 5GALE: I"=20'-O" a� NORTH I, ,� ��I��r�, ��. / • OOO�I G�3 `0000' 12/30/14 ADG ADG REMOVED WALL PACKS 11/21/14 D ATLANTIC BEACH, FL REV. DATE DR DESCRIPTION `'�` 3901SPRINGHILLAVENUE CHK �� w SITE LIGHTING PLAN MOBILE,ALABAMA 36608 DOCUMENT CONTROL =^r�,• ' ,'�''^ (251)344-7073/FAX(251)343-9179 PROJ. NO. 615114 DWG. N0. ES-1.1 tt Q S rjA X41... °' 4,,� 'p. r'. ti Oliver • Little • Gipson OLG Engineering, Inc. 301 Industrial Blvd. Tullahoma TN 37388 Office: 931.454.9940 I i POWER/l,UIRINCA INFOR1„IATION FOR HV,4C EaUIPM N�" - www.olgengineering.como 0 1-GANG BOX WITH 1-1/2" CONDUIT FOR STORE PAGING CABLES * FEEDER FEEDER E n n e e r i n I n c . F HVAC DISCONNECT SIZE CONDUIT/WIRE SIZE g PANEL BREAKERlB) GROUNDING BUS BAR I" FROM RIGHT EDGE OF BACKBOARD I-GANG BOX WITH 2" CONDUIT FOR SECURITY 11-101, WITH M2 AWG(SOLID)COPPER WIRE CONNECTED TO BUILDING RTU-I PROVIDED WITH UNIT 3/4" (31106 4 (I)MO GND. LP 19,21,23 FLORIDA CERTIFICATE OF AUTHORIZATION-No.27562-Expiration:2/28/15 LAN CABLES 1.61GROUNDING SYSTEM. INSTALL IN ACCORDANCE WITH LOCAL, • I-GANG BOX WITH 2" CONDUIT FOR STORE STATE 4 NATIONAL CODES AND STANDARDS RTU-2 PROVIDED WITH UNIT 3/4" (3)% 4 (IAO GND. LP 25,27,29 LAN CABLES DUPLEX RECEPTACLE (155362)WITH ISOLATED DEDICATED 3'4"(N)x 2'4"(W)3/4" PLYWOOD BACKBOARD INSTALLED BY CIRCUIT ON RP-24 RTU-3 PROVIDED WITH UNIT 3/4" (3)% 4 (IAO GND. LP 31,33,35 CONTRACTOR.TOP OF BOARD AT V-0" APF. PAINT WHITE II II II 1-GANG BOX WITH 3/4" CONDUIT FOR PAGING PHONE. RTU-4 PROVIDED WITH UNIT 3/4" (3)'6 4 (I)'10 GND. LP 37,39,41 RP-22 NOTE: EQUIPMENT RACK,SUPPLIED < INSTALLED I-GANG BOX WITH 3/4" CONDUIT FOR OFFICE PAGING VOLUME CONTROL 1;RTU-5 PROVIDED WITH UNIT 3/4" (3)*(o 4 (1)'IO GND. LP 26,28,30 TRANSFORMER BY TENANT'S DATA CONTRACTOR BELL NEAR STOCKROOM 1-GANG BOX WITH 1" CONDUIT FOR DIAL JUNCTION BOX FOR EMS OVERRIDE 4 SALES FLOOR LIGHTING SWITCH BACK-UP 4 DSL CABLES - - — V-0" LONG PLUG MOLD WITH (2)DEDICATED CIRCUITS,RP-I1 4 I ' I ' ' I ' i�'-19 (CENTERED 4 MIN of 8 RECEPT) 'O�UE:R/W I (N INI=OR1„IAT I ON FOR COOS,EE R/FREE ZEE R QU I PMENT I-G"BOX WITH I" CONDUIT FOR PC,PHONE °� _ T 4 DATA CABLES -n- DEVICE* DISCONNECT SIZE CONDUIT/WIRE SIZE FEEDER FEEDER T — PANEL 5REAKER(S) DUPLEX RECEPTACLE (155362)WITH DUPLEX RECEPTACLE (IG5362)WITH ISOLATED DEDICATED Cl JUNCTION Box 96° APE 1/2° (3)M2 4 (IA2 GND.** CF 1,3 ISOLATED GROUND,DEDICATED CIRCUIT _ CIRCUIT ON RP-12 ON RP-26C2 8"x8"X6" J5 6 120" AFF W/20' COILED WIRE 1/2" (2)'12 4 (1)*12 GND. CP 5 o PUSH BUTTON - Pl JUNCTION BOX m 96" AFP 1/2" (3)'10 4 (I)MO GND.** CP -1,9 AT REAR NOTE: CONTRACTOR SHALL LABEL ALL PHONE 3'- JACKS/JUNCTIONS AS PER ELEVATION. 3-8 NOTE: ALL CONDUIT SHALL BE INSTALLED INSIDE WALL TO EXTEND 6" DOOR 4-3 ABOVE SALES FLOOR CEILING.ALL CONDUIT STUBS SHALL BE FINISHED P2 JUNCTION BOX m 96" AFF 1/2" (3,MO 4 (I)MO GND.** CP 11,13 WITH CONNECTORBUSHING AND HAVE PULL STRINGS INSTALLED.ALL 2 DOOfiP, CHIME SCHEMATIC DIAGRAM NOTE: ALL FACEPLATES FOR LOW VOLTAGE WIRING WILL BE CONDUIT SHALL BE 3/4" UNLESS OTHERWISE NOTED.ALL CONDUIT 4 F3 8"x8"X6" JB a 120" AFF W/20' COILED WIRE 1/2" (2)''12 4 (IA2 GND. CP IE,11 PROVIDED BY TENANT'S DATA CONTRACTOR BOXES ARE DIMENSIONED TO CENTERLINE.CONTRACTOR SHALL LABEL * E-1 SCALE: NONE TOP OF CONDUIT TO MATCH LABELS ON JACKS/JUNCTIONS BELOW. CF 8"x8"X6" JB 0 120" AFF W/20' COILED WIRE 1/2" (2/M2 4 (112 GND. CP 19 * FOR WALK-IN COOLER/PREEZER LIGHTS 01=�I GE ELEVATION - EL�GTRI G�rL 4 D,4TA sc%1..a 1/4' = r-o' NOTE: NOTE: ALL DIMENSIONS ARE TO THE BOTTOM OF THE ASSOCIATED DEVICE. FINAL TERMINATIONS TO COOLER 4 FREEZER EQUIPMENT IS BY THE EQUIPMENT INSTALLER ALL WIRING, INCLUDING LOWVOLTAC�E WIRING, SHALL SE INSTALLED IN CONDUIT. **INCLUDES: (2) NOT, (v NEUTRAL, 4 (1) GROUND E L E CT F-.., I CAL L E GENED- FOUJ LAN NOTES . 1 CONTRACTOR SHALL REFER TO EMS SHEETS FOR INSTRUCTION AND RESPONSIBILITIES FOR E.M.S. ENERGY MST SYSTEM INSTALLING OWNER/DEVELOPER SUPPLIED ENERGY MANAGEMENT SYSTEM PRIOR TO BIDDING ® CEILING RECEPTACLE, 12OV, 20A AND INSTALLATION. FD::--- FOR EMPLOYEE DESK AREA, PROVIDE AND INSTALL 30" LONG PLUGMOLD WITH (1) 120V, 20A DUPLEX RECEPTACLE: 120V,20ACIRCUIT AND A MINUMUM OF FIVE RECEPTACLES. CENTER THE PLUGMOLD, MOUNT AT V-2" AFP., AND CONNECT TO CIRCUIT RP-25. PROVIDE AND INSTALL (1) SINGLE-GANG DATA BOX MOUNTED OmC1= J J J J DUPLEX RECEPTACLE: 20A,125 VOLT,WITH IN HORIZONTAL CONFIGURATION WITH 3/4" STUB-UP. MOUNT DATA DEVICE AT V-5" APF. ISOLATED GROUND: HUBBLE MG-5262 HIS SHEEt FOR WATER HEATER - UNIT IS 208V, 450OW, WITH 1/2" C, (2/M0 4 (I)MO GROUND TO PANEL "RP", CIRCUIT OFFICE POWER GFIqP DUPLEX RECEPTACLE: 120V,20A,GROUND FAULT 30,32. PROVIDE LOCKABLE CIRCUIT BREAKER COORDINATE ACTUAL LOCATION WITH PLUMBING. RE M INTERRUPT CIRCUIT 4:j THE QUAD RECEPTACLE SHOWN IS ACTUALLY MADE UP OF TWO DUPLEX RECEPTACLES WITH THE RP-6 INTERRUPT 0 WP(P DUPLEX RECEPTACLE: 120V,20A,GROUND FAULT TWO CIRCUITS SHOWN. MOUNT RECEPTACLE AT 18" AFP. LOCATE OUTLET NEXT TO LOCKERS. Cl m INTERRUPT CIRCUIT WITH WEATHER COVER COORDINATE LOCATION WITH FIXTURE PLAN. POWER POLE (SUPPLIED BY TENANT) WITH ONE ISOLATED DEDICATED SW(P DUPLEX RECEPTACLE: 120V,20A,ABOVE WINDOW, 5� THE ELECTRIC HAND DRYERS IN EACH TOILET ARE PROVIDED BY OWNER/DEVELOPER AS F1 je CIRCUIT, ONE RECEPTACLE 4 ONE IN WALL OR IN CEILING,BUT WITHIN IS" OF TOP OF WINDOW PART OF THE RESTROOM-IN-A-BOX PACKAGE AND ARE TO BE CONNECTED BY THE t1= PHONE G IRCU IT p JUNCTION BOX ELECTRICAL CONTRACTOR VIA C IRCU ITS RP-18 4 RP-20, P-1 F1 O PUSHBUTTON: MOUNT 42" AFF UNLESS OTHERWISE NOTED. CONTRACTOR SHALL SUPPLY AND INSTALL COMPACT FLUORESCENT LIGHT (CFL) BULBS IN EACH RP-3 m GF-CI 3 - LANE LIGHT AT CHECKOUTS, (2) PER LANE LIGHT. CFL'S SHALL 5E 13 WATT (EQUIVALENT TO 60 Ea" ST SIGNAL TRAIFORMER: MOUNT V-0" AFF IN STOCKROOM WATT INCANDESCENT)t SELF BALLASTED SCREW IN LAMP WITH STANDARD BASE, HELIX (HLX) LAMP SHAPE, NON-DIMMABLE AND AN AVERAGE LIFE OF 10,000 HOURS. F F7T TELEPHONE OUTLET: PROVIDE AND INSTALL ALL O INSTALL AND/OR CONNECT WP/GFCI RECEPTACLE AT ROOFTOP UNIT AS REQUIRED. CONNECT TO NECESSARY CONDUIT,CABLE,DEVICE BOXES CIRCUIT RP-16. ROOFTOP UNIT MAY 5E SUPPLIED WITH UN-WIRED RECEPTACLE BUILT-IN. P-5 o AND PLATES.RUN TO BACKBOARD.CONNECTION L�:u RP-7 7 RTU 7 RTU m BY OWNER/DEVELOPER'S CONTRACTOR COORDINATE 8 POWER POLES ARE PROVIDED 5Y OWNER/DEVELOPER POR INSTALLATION 5Y ELECTRICAL 1 3 CONTRACTOR F2 A LOCATION WITH OWNER/DEVELOPER QUADRAPLEX RECEPTACLE CONNECT ICE CREAM FREEZER OUTLET TO PLUGMOLD CIRCUIT RP-11 IN OFFICE. POWER POLE (SUPPLIED BY TENANT) WITH ONE ISOLATED ® BELL: 4" DIAMETER SINGLE MAGNET VIBRATING 10 INSTALL 3" CONDUIT FROM TELEPHONE UTILITY INTERFACE AT PROPERTY LINE TO TELEPHONE DEDICATED CIRCUIT 4 ONETYPE 24 YAC,30 VA EDWARDS•55-6G5. BACKBOARD (T55). COORDINATE INTERFACE POINT WITH LOCAL TELEPHONE UTILITY. RP-11 STANDARD RECEPTACLE CIRCUIT �- --- ------ MOUNT ABOVE CEILING. SW � (TVP OF 2) � © FIRE ALARM PULL STATION RP-13 i FAA FIRE ALARM REMOTE ANNUNCIATOR NOTES: RP-15 J WALL MOUNTED FIRE ALARM 1, WHEN ACCEPTALE TO THE AUTHORITY HAVING JURISDICTION, LOW HORN/STROBE (BOTTOM AT 80" AFF) VOLTAGE WIRING DOES NOT HAVE TO BE INSTALLED IN CONDUIT. POWER POLE (SUPPLIED BY SEE FIRE ALARM RISER AND 2, ALL SENDS MUST BE RADIUS. NO RIGHT ANGLES OR "L.B TENANT) WITH ONE ISOLATED NOTES ON SHEET E-1,2 gT C� CEILING MOUNTED FIRE ALARM 3. INSTALL PULL BOX AFTER EVERY 180 DEGREES OF SENDS AND/OR DEDICATED CIRCUIT, ONE RP-8 ��. HORN/STROBE RECEPTACLE 4 ONE TELEPHONE ..___� 150. CIRCUIT © WALL MOUNTED FIRE ALARM STROBE 4, ALL CONDUIT MUST HAVE USABLE PULL STRING. (BOTTOM AT 80" AFF) 6"X(O" PULL BOX 6.THIS PLAN IS DIAGRAMMATIC ONLY. Sul ® DUCT SMOKE DETECTOR 10 D OFFICE 2" CONDUIT 1"CONDUIT PANEL 'CP' ® FIRE ALARM SMOKE DETECTOR SINGLE GANG PANEL 'RP' S 12"X12" PULL BOX 1" CONDUIT WALL MOUNT 7 PANEL 'LP' s HOME RUN ARROWHEAD - NUMBER OF 6"X6° PULL BOXI" CONDUIT_ BOX AT I IU_ RTU RTU RTU LCF 4 E.M.S. ARROWHEADS INDICATES NUMBER of CIRCUITS. TELEPHONE J 1" CONDUIT SALES AREA BACKBOARD 2 4 5 I FRCP ON CKT. RP-31 * TWIST-LOCK FLUSH RECEPTACLE: 6"X6" FULL BOX SINGLE J IRRIGATION CONTROL 20A,125 VOLT.MOUNT 6" AFF. 1" CONDUIT GANG BOX ON CKT, RP-29 15'-20 IN CEILING g TELEPHONE BACKBOARD EACH ADDITIONAL I S�OCiG�00M WITH DEDICATED QUAD CHECKOUT WILL REQU IRE A 6"X6" GAN1" CONDUIT � RP-14 C � N OUTLET ON RP-10 �� SINGLE G CF - PULL BOX FED BY 1 BOX IN CONDUIT CEILING M6 A o &FECIAL NOTE : MOUNT ON FLOOR LEVEL RP- 3 AND MAKE MC CONNECTION _ CONTRACTOR SHALL REFER TO THE TO DUIOUEK RECEPTACLE -4 J RP- I TEMPERATURE SENSOR MOUNTING INSTALLED IN FIXTURE RP-2 DETAIL ON SHEET EM-3 3 FOR KICK PLATE (TYPICAL, TOILE-( J 4 PLACEMENT AND INSTALLATION J J J J 2- INSTRUCTIONS PRIOR TO INSTALLING. LOA VOLTA&E TELEGOWUNICAT ON GOND%I7 PLAN 5GALE: N.T.5. P® ER PLAN cD5GALE: I/8"=I'-O" NORTH t j/ A3 1-30-15 DW B ADG UPDATED PLAN BACKGROUND . 11/21/14 )B/D AG/TL ATLANTIC BEACH, FL REV. DATE DR DESCRIPTION V 3901 SPRING HILL AVENUE CHK ' `_ '� , POWER PLAN MOBILE,ALABAMA 36608 DOCUMENT CONTROL , ` ' (251)344-7073/FAX(251)343-9179 _ ,', . l ' ` PROJ. NO. 615114 TDWG. N0. E-1.1 Oliver • Little • Gipson OLG Engineering, Inc. 301 Industrial Blvd. IIJOV Tullahoma Tri 37388 Office: 931.454.9940 W.I www.olgengineering.com En ' neerin Inc . � F 5YSTEM INRUTS SUILDING-� SYSTEM OUT1=UT5 CENTRAL COMMUNICATOR g MANUAL FIRE ALARM PULL BOXES • • • • • ® ® ® ® FLORIDA CERTIFICATE OF AUTHORIZATION-No.27562-Expiration:2/28/15 BUILDINGS SMOKE DETECTOR • • • • • ® 1 • • SPRINKLER WATERFLOW • • • • • • • • • SPRINKLER TAMPER • • • • • • FIRE ALARM AC POWER FAILURE • • • FIRE ALARM SYSTEM LOW 5ATTERY 1 0101 • 011010 • OPEN CIRCUIT • • • • • • • GROUND FAULT • • • • • • • NOTIFICATION APPLIANCE CIRCUIT SHORT • 01 1 • • COMMUNICATION S HOOD SUPPRESSION SYSTEM 10101 ® • 0101 00101 1 (SEE NOTES) TS TS DUCT DETECTORS 1 10101 • • • FIRE ALARM SYSTEM NOTE 120VAC V� 1q� �qC 4� 4� �� 4C p/ ,q� S,y sy DEDICATED EOL �, DOLLAR TREE REQUIRES A FIRE ALARM SYSTEM TO BE VA, DOLLAR C ��' � � j INSTALLED ON THIS PROJECT. THE SYSTEM SHALL CRC �` �` �` fi` �` �` �• � � � � tiv by � � � INCLUDE ALL DEVICES INDICATED BY THESE PLANS,AND FIRE ALARM ANNUNCIATOR THE SYSTEM MUST ALSO MEET ANY ADDITIONAL FIRE CONTROL PANEL PANEL MARSHAL REQUIREMENTS. INSTALLATION MUST USE FIRE ALARM PANELS SPECIFIED BELOW.ARRANGE FOR {��{� Ci,��l✓,� �O��O� �' �O��Sj� Q� ��'��0� S/� CONNECTION AND MONITORING BY VECTOR SECURITY ONLY. YOU MUST PROVIDE THE FOLLOWING ALARM FIRE ALARM NOTES: O PANEL SO THAT VECTOR SECURITY CAN MONITOR THEIL 5Y�TEMT IX O 04{ �` SYSTEM: SILENT KNIGHT 5700 OR APPROVED EQUAL 1. THE FIRE ALARM CONTROL PANEL SHALL HAVE A BATTERY O ti� ��, O ti� BACKUP THAT PROVIDES A MINIMUM OF 24 HOURS OF ' { CONTACT VECTOR SECURITY AT 703-468-6100.ASK FOR OPERATION IN STAND5Y MODE PLUS 5 MINUTES IN ALARM. THE DOLLAR TREE SUPPORT TEAM AT LEAST 7 DAYS 2. THE FIRE ALARM SYSTEM SHALL HAVE A DIGITAL COMMUNICATOR PRIOR TO THE D SO WE AN ASSIGN DOWNLOADEDE YOU NEED THE PANEL CENTRAL STATION. THE N AN ACCOUNT MA AGER.YOU WILLAAPPROVED COSHALL ALL 5E PROVIDEDT 18 CONNECTED TO A UL. WITH TWO TELEPHONE LINES. NEED TO PROVIDE ZONE INFORMATION AND VERIFY CORRECT SIGNALS ARE BEING RECEIVED PRIOR TO 3. SEE PLANS FOR DEVICE QUANTITIES AND LOCATIONS. �. INSPECTIONS BY THE FIRE MARSHAL. FIRE ALARM RI5ER 5GALE: NONE F f F� AL AM LEGENED © FIRE ALARM PULL STATION FAA FIRE ALARM REMOTE ANNUNCIATOR ()N P S WALL MOUNTED FIRE ALARM 10 Ll 15cd 15cd L HORN/STRO5E (BOTTOM AT 80" AFF) Ck CEILINGS MOUNTED FIRE ALARM w O O HORN/STROBE m © WALL MOUNTED FIRE ALARM STROBE A TS (BOTTOM AT 80" AFF) 75cd 75cd 75cd ® I 85d�A 85c�A 85d5A ® DUCT SMOKE DETECTOR D C� C� SPRINKLER A RISER ®S FIRE ALARM SMOKE DETECTOR 0 m 4 M I FT-6-1 SPRINKLER SYSTEM TAMPER SWITCH ■ ■ 75cd FS 1 SPRINKLER SYSTEM FLOW SWITCH 85ceA NOTES: - 1. THE FIRE ALARM SYSTEM SHALL 5E AN ADDRESSA5LE SYSTEM. - JEI 2. UPON ACTIVATION, THE SYSTEM SHALL PROVIDE A GENERAL ACTIVATION SIGNAL FOR THE ENTIRE SPACE. 3. ALL WIRING BELOW 8'-0" AFF TO 5E INSTALLED IN MINIMUM 3/4" EMT. 4. ALL WIRE RUNS 5ETWEEN TERMINAL POINTS SHALL 5E MADE WITH A SINGLE LENGTH OF WIRE. CONDUCTORS ARE TO 5E COLOR CODED, NUMBER CODED, OR 50TH. ALL WIRING SHALL COMPLY WITH ARTICLE -160 OF THE NEC. 5. SIGNALING LINE CIRCUITS SHALL 5E WIRED PER NFPA STYLE 4 (CLASS 5) REQUIREMENTS. FRCP WITH 6. INITIATING DEVICE CIRCUITS SHALL 5E WIRED PER NFPA ° ■ SURGE PROTECTION STYLE A (CLASS 5) REQUIREMENTS. 75cd 75cd 75cd ® 1. NOTIFICATION APPLIANCE CIRCUITS SHALL BE WIRED PER 85d5A 85cSA 85d5A S NFPA STYLE Y (CLASS 5) REQUIREMENTS. C� C� C� I 6. INSTALL SURGE PROTECTION FOR DATA LINE. MAX SURGE CURRENT SHALL 5E 20kA. G 0 75cd �J A 9. INSTALL SURGE PROTECTOR ON AC INPUT TO FIRE ALARM 85ceA CONTROL PANEL. SURGE PROTECTION SHALL 5E PROVIDED� IRE ALAR�l PLAN o OF 500V AND PEAK SURGE CURRENTSOF 9,000 AMPSTING PER SCALE. I/8"=1'-0" aD M 6 PHASE. M � I NORTH 10. ALL REQUIRED DOCUMENTATION REGARDING THE DESIGN OF THE FIRE DETECTION, ALARM, AND COMMUNICATIONS SYSTEMS AND THE PROCEDURES FOR MAINTENANCE, INSPECTION, AND TESTING OF FIRE DETECTION, ALARM, AND COMMUNICATIONS SYSTEMS, SHALL 5E MAINTAINED IN THE TENANT'S OFFICE FOR THE LIFE OF THE SYSTEM. THE FIRE ALARM CONTRACTOR SHALL PROVIDE Al-HOUR OF INSTRUCTION FOR THE TENANT'S PERSONNEL. 11, THE FIRE ALARM SYSTEM SHALL INTERFACE WITH ALL FLOW AND TAPER SWITCHES ON THE SPRINKLER SYSTEM, — ZONE 1 ZONE 2 COORDINATE LOCATIONS WITH SPRINKLER CONTRACTOR, a ti a 3 01/30/15 DWB ADG CLARIFIED FIRE ALARM DESIGN CRITERIA r `. ATLANTIC BEACH, FL BID 11121114 AG/T w Y" REV. DATE DR FIRE ALARM PLAN DESCRIPTION - _ y 3901 SPRING HILL AVENUE CHK DOCUMENT.CONTROL `` �� ~" MOBILE,ALABAMA 36608 �~ �� (251)344-7073/FAX(251)343-9179 F�� ,r t.;` •'t`',,� PROJ. N0. 615114 DWG. N0. E-1.2 .... . Oliver o Little o Gipson OLG Engineering, Inc. 301 Industrial Blvd. -_ Tullahoma TN 37388 MEN'S RR Office: 931.454.9940 ~ LIGHT I www.olgengineering.com „ RED 0 0 En ' neering , Inc . ' F u REFLECTED C�IL INCA LEGEND FLORIDA CERTIFICATE OF AUTHORIZATION-No.27562-Expiration:2/28/15 �Rp MEN'S RR OWN/WHIT SENSOR • LIGHTING CKI ••2'-®°x4'-0" ACOUSTICAL CEILING CIRCUIT € ITE I GREEN — TILE AND GRID- SEE FINISH NOTE 4. I Ili OSP20-RDO L IGHT INCA FLAN NOTE5 WOMEN'S RR GW5 - PAINT WHITE UNLESS OTHERWISE NOTED. LIGHT D:� ALL EXIT SIGNS AND EXTERIOR EMERGENCY LIGHTS ARE ON PANEL "LP", CIRCUIT 2, RED WIRING NOT SHOWN FOR DRAWING CLARITY. BLACK MIRROR PANEL D:� SEE MECHANICAL DRAWINGS FOR EXACT LOCATION OF EXHAUST FAN. UE F ® DIFFUSER 3, THE ELECTRICIAN SHALL INSTALL ADDITIONAL WIRE TIE SUPPORTS FROM THE CEILING GRID TO THE STRUCTURE ABOVE FOR SUPPORT OF THE LIGHT FIXTURES CLIPPED ON BROWi�I WOMEN'S RR w ® RETURN GRILLE THE GRID. LIGHTING CKWH SENSE �' ALL LIGHTING ABOVE OFFICE SHALL BE ON "EMPLOYEE" LIGHTING CONTACTOR (LVL 1), _ . CIRCUIT L � L]—:—]j ❑O DOME -RDO � TOILET ROOMS SHALL HAVE OCCUPANCY SENSORS INSTALLED AND CONNECTED AS OS ® COMMON ® VENTILATION FAN SHOWN IN DETAIL #4 - SCHEMATIC DIAGRAM, THIS SHEET, SENSOR TO 5E LEVITON CATALOG #OSCIO-UOW, MOUNT ON CEILING NEXT TO DOOR INSIDE RESTROOM. EXHAUST FAN CEILING HEIGHT (ABOVE FINISH FLOOR) LIGHTS AND OCCUPANCY SENSORS TO BE WIRED INDEPENDENTLY OF THE TELETROL RED SYSTEM VIA CIRCUIT LP-1. ACK • POWER POLE D:� ELECTRICAL CONTRACTOR SHALL COORDINATE FINAL JUNCTION 5OX LOCATION WITH BLUE SCD Qo CEILING MOUNTED SECURITY CAMERA DOME SIGN VENDOR JUNCTION BOX NEEDS TO 5E WITHIN FIVE FEET OF SIGN FOR SIGN VENDOR TO MAKE FINAL CONNECTION. CIRCUITS RP-36, RP-38, RP-40, 4 RP-42 ARE FOR SCD D WALL MOUNTED SECURITY CAMERA DOME, 5UILDING SIGNS. BLACKI 11 MOUNT 0 10'-0" AFF THE DAYLIGHTING ZONE INDICATED SHALL 5E CONTROLLED VIA THE TELETROL CIRCUIT LIGHTING€ WHI I— © OCCUPANCY SENSOR SEE NOTE 5. ENERGY MANAGEMENT SYSTEM. INSTALL THE AMBIENT LIGHT SENSOR AT THE LOCATION INDICATED WITH THE SENSOR FACING THE FRONT OF THE STORE. THE O1SP20-RDO ® CEILING RECEPTACLE, 120V, 20A SENSOR SHALL 5E MOUNTED PER DETAIL ON TELETROL DRAWING EM-4. INSTALL ALL WIRING FOR THE DAYLIGHTING CONTROLS PER TELETROL DRAWING EM-4. 4 SCI-IEM,4T I C 1�I�,C�R�41„I: i��4T�-Ii�001"I OCCUfi��4NC'I� vEN50fi� E-2 SCALE: NONE D:� THE DUPLEX OUTLET FOR THE SECURITY CAMERA TO 5E MOUNTED IN CEILING TILE AND WIRED TO PANEL "RP", CIRCUIT 28. VERIFY LOCATION PRIOR TO INSTALLATION. FOR SIGN CIRCUIT. WIRED VIA E.M.S. CONTROLS. COORDINATE END OF CIRCUIT LOCATION PRIOR TO ROUGH-IN (TYPICAL) ANY NEW LIGHTING FIXTURES WILL 5E PROVIDED 5Y OWNER/DEVELOPER FOR OWNER/DEVELOPER'S CONTRACTOR INSTALLATION — NL 0 EXTERIOR EMERGENCY — LAMPS LTG. FIXT. ® 5C LIGHTING UNIT FIX, LIGHT VOLTS WATTS QTY, - WATTS MOUNTING SCHEDULE o o SYM, DISCRIPTION TYPE. NOTES S I I sc Sc s 5 5\ — — I L Ll WALL EMERGENCY EMERGENCY LIGHT SEE OVER LIGHT WITH - LP 7 LP P'1 (EXTERIOR) ELEC. 15 FURNISHED W/ FIXTURE EXTERIOR BATTE=RY ( IAL P) (1/IA L ) O PANEL DOOR NOTESt E, J. - o sc L.E.D. � I SEE NLESS, SINGL.E-FACE 0 22 EF ® EXIT LIGHT ELEC. 5 FURNISHED W/ FIXTURE EXIT 51GN sc 1 PANEL BE W/El"IFRGENCY Y CODE BATTERY NOTE: D, o — Sc SEEFURNISHED INTERIOR/ I I Ll S'-O" STRIP LIGHT ELEC. 64. (2) 32W FLUOR CEILING EXTERIOR r I ■ LP 9 PANEL 1.00 5F. W/ FIXTURE SURFACE STRIP E ( I L P) NOTES: A,C,F,G, I I I sc o NL SEE (1) 32W FLUOR FURNISHED CEILING EXTERIORINTERIOR/ TIOR/ I I 4'-0" SCRIP LIC-BHT ELEC. 32 W/ FIXTURE SURFACE STRIP I I— PANEL 1.00 BF. NOTES: A,C,F,G, I SCD 7717 o EMERGENCY 0'-0" STRIP LIGHT SEE (2) 32W FLUOR FURNISHED CEILING LIGHT WITH I ELEC. 64 W/ FIXTURE SURFACE 5ATTERY EMERGENCY LIGHT PANEL 10® BF. 0 o NOTES: E,F,G. SC SCD SCD " SEE C1) 32W FLUOR FURNISHED CEILING L�RCsWITHCY �® - 4-0 STRIP LIGHT ELEC. 32 BATTERY FOR SIGN I EMERGENCY LIGHT PANEL 100 5F• W/ FIXTURE SURFACE NOTES: E,F,G, I 1 EXTERIOR EMERGENCY CIRCUIT. WIRED I r A Lig HT I LIGHTING UNIT VIA OLS. I I LIGHT FIXTURE SCHEDULE NOTES= CONTROLS. I COORDINATE I A. DESIGNATED FIXTURE SHALL HAVE TS LAMPS AND ELECTRONIC 5ALLAST. LOCATION PRIOR I TO ROUGH-IN I I ■ LP-3 5. CUT INSULATION (WHEN BATT TYPE IS USED) OR PROVIDE SHIELD AROUND FIXTURE (WHEN (VIA LCP) BLOWN-IN TYPE IS USED) TO KEEP INSULATION A MINIMUM OF 3" AWAY FROM FIXTURE. LVLT C. ATTACH FIXTURE TO T-BAR PER NEC 410-16. _r I D, FIXTURE PROVIDED WITH DUAL VOLTAGE 120/21-IV POWER SUPPLY. VERIFY VOLTAGE FOR EACH (VIL P o FIXTURE LOCATION. _ DAYLIGHTING- — p ZONE L E, LIGHT FIXTURE SHALL HAVE 5ATTERY SACK-UP WIRED AHEAD OF LIGHT SWITCHES/CONTACTORS I L2 L L N ON SAME CIRCUIT. a 7P 5 I m F, LIGHT FIXTURES DENOTED 5Y "NL" SHALL REMAIN ON DURING NON-BUSINESS WORKING HOURS. ( IA LC ) " AL r I A Cs, WITH NO FINISHED CEILING, LIGHT FIXTURES A50VE THE SALES FLOOR SHALL 5E SUSPENDED m 12'-0" AFF. AND LIGHT FIXTURES A50VE THE STOCKROOM SHALL 5E SUSPENDED m 10'-0" AFF. sc I sc sc (VIA LCF) H, FOR EXISTING FIXTURES THAT ARE TO REMAIN, THE CONTRACTOR SHALL REPLACE ALL EXISTING o 0 0 — LVL2 LAMPS WITH NEW LAMPS PROVIDED 5Y THE CONTRACTOR I 8 J, EXTERIOR EMERGENCY LIGHTING UNITS TO 5E MOUNTED AT 1'-9" AFF FOR ALL SIDE AND REAR — —1— T DOORS WHICH WILL PLACE THE LIGHT UNDER THE HOOD. 6 FOR SIGN CIRCUIT. WIRED VIA E.M.S. CONTROLS. COORDINATE _ LOCATION PRIOR TO RO H-IN L16HTIN& PLAN 5GALE: 1/&"=I'-O" NORTH 11/21/14 � AG/T 9` ATLANTIC BEACH, FL DR = T m& 3901SPRINGHILLAVENUE REV. DATE CHK DESCRIPTION LIGHTING PLAN MOBILE,ALABAMA 36608 _ �`'�r e (251)344-7073/FAX(251)343-9179 DOCUMENT CONTROL PROJ. N0. 615114 DWG. N0. E-2.1 Oliver o Lithe o Gipson OLG Engineering, Inc. 301 Industrial Blvd. Tullahoma TN 37388 Office: 931.454.9940 PANEL SCHEDULE PANEL SCHEDULE www.olgengineering.com PANEL NUMBER: LP PANEL NUMBER: RP %1 " Al LOCATION: STOCKROOM LOCATION: STOCKROOM E n n e e r i n g , I n c .o � � o � � aU0 DIRECTORY 0- _j kW A B C kW a J DIRECTORY DIRECTORY a u) kW A B C kW a _ DIRECTORY FLORIDA CERTIFICATE OF AUTHORIZATION-No.27562-Expiration:2/28/15 Q Q- U GENERAL NOTES- . LTG, TOILETS / EF-1 1 20/1 0.30 0.20 20/1 2 EXIT SIGNS* *R- REGISTER(ISOLATED) 1 20/1 0.36 0.72 20/1 2 R-SALES AREA LTG, STOCKROOM (LVL 1) 3 20/1 0.45 1.28 20/1 4 LTG, SALES AREA (LVL 2) R- REGISTER 3 1 20/1 0.36 1 1 0.72 20/1 4 1 R-SALES AREA LTG, SALES AREA (LVL 4) 5 20/1 1.22 1.28 20/1 6 1 LTG, SALES AREA (LVL 2) R- REGISTER 5 1 20/1 0.36 0.90 20/1 6 R-SALES AREA/ HALLWAY 1. ALL. WORK SHALL CONFORM TO THE LATEST EDITION OF THE NATIONAL FIRE PROTECTION LTG, SALES AREA (LVL 1) 7 20/1 1.41 1.34 20/1 8 1 LTG, SALES AREA (LVL 2) *R- REGISTER (ISOLATED) 7 20/1 0.36 1.08 20/1 8 R-STOCKROOM ASSOCIATION (NFPA) 10, NATIONAL ELECTRICAL CODE. ALL ITEMS ARE ON AN OR EQUAL LTG, SALES AREA (LVL 1) 9 20/1 1.28 0.00 20/1 10 ISPARE R-REGISTER 9 20/1 0.36 0.36 20/1 10 QUAD @ TELEPHONE BACKBOARD* BASIS. LTG, CANOPY(LVL 3) 11 20/1 1.20 • 0.71 20/1 12 IWALLPACKS (LVL 5) *R- REGISTER (ISOLATED) 11 20/1 0.36 • 0.18 20/1 112 R- OFFICE(ISOLATED)* 2. ALL SINGLE PHASE BRANCH CIRCUITS (RECEPTACLES, LIGHTING, ETC.) ARE 1/21' CONDUIT SPARE 13 20/1 0.00 0.10 14 * ENERGY MANAGEMENT SYSTEM (E.M.S.) R- REGISTER 13 20/1 0.36 0.72 20/1 14 R-STOREFRONT OR EMT WITH (3 '12 BLACK/WHITE/GREEN, THHN, 90'C WIRING. ALL OTHER CONDUIT SPARE 15 20/1 0.00 0.10 20/3 16 *R- REGISTER(ISOLATED) 151 20/1 0.36 0.90 20/1 16 R-ON ROOF AND WIRING SHALL BE AS INDICATED ON THE PLANS. ACTUAL ROUTING AND HOMERUN SPARE 17 20/1 0.00 0.10 18 PLUGMOLD IN OFFICE/ ICE CREAM FREEZER 17 20/1 1.26 1.20 20/1 18 HAND DRYER- MEN'S TOILET GROUPINGS ARE TO BE DETERMINED IN THE FIELD. RTU-1 (HACR) 19 4.90 0.00 20/1 20 SPARE PLUGMOLD IN OFFICE 19 20/1 0.54 1.20 20/1 20 HAND DRYER-WOMEN'S TOILET 21 60/3 4.90 0.00 20/1 22 SPARE R- EMPLOYEE BREAK 21 20/1 0.18 0.20 20/1 22 CHIME TRANSFORMER 3• ELECTRICAL DRAWINGS ARE DIAGRAMMATIC EXCEPT FOR DETAILS AND ELEVATIONS. DO 23 4.90 0.00 20/1 24 SPARE R- EMPLOYEE BREAK 23 20/1 0.18 0.18 20/1 24 R-OFFICE CCTV (ISOLATED)* NOT SCALE FROM DIAGRAMMATIC DRAWINGS. EXACT LOCATIONS OF DEVICES AND PANELS ARE TO BE DETERMINED AND ROUGHED-IN DURING CONSTRUCTION TO AVOID RTU-2 (HACR) 25 4.90 4.90 26 RTU-5 (HACR) EMPLOYEE DESK AREA 25 20/1 0.90 0.36 20/1 26 R- OFFICE(ISOLATED)* INTERFERENCE, TO MEET USER REQUIREMENTS, TO PROVIDE ADEQUATE MOUNTING, AND 27 60/3 4.90 4.90 60/3 28 * ENERGY MANAGEMENT SYSTEM (E.M.S.) 27 20/1 0.20 0.36 20/1 28 R-SECURITY SYSTEM* TO MEET NEC LINEAR ACCESS AND CLEARANCE REQUIREMENTS. 29 4.90 4.90 30 IRRIGATION CONTROL 29 20/1 0.20 2.25 1 30/2 30 WATER HEATER- RTU-3 (HACR) 31 4.91 5.35 32 PANEL 'CF' FIRE ALARM CONTROL PANEL 31 20/1 0.20 2.25 32 4• CIRCUIT BREAKER FOR WATER HEATERS TO BE PROVIDED WITH THE MEANS TO BE 33 60/3 4.91 4.19 100/3 34 SPARE 33 20/1 0.00 0.00 20/1 34 SPARE LOCKED IN THE OPEN POSITION. 35 4.91 4.92 36 PARKING LOT LIGHTS (LVL 5) 35 20/2 1.80 1.20 20/1 36 SIGNAGE(LVL 3) 5. VERIFY EXACT LOCATION OF ALL MOTORS AND EQUIPMENT BEFORE ROUGHING IN. RTU-4 (HACR) 37 4.91 12.05 38 PANEL 'RP' 37 1.80 1.20 20/1 38 SIGNAGE(LVL 3) 39 60/3 4.91 6.40 100/3 40 PYLON SIGNAGE 39 20/1 1.20 1.20 20/1 40 SIGNAGE(LVL 3) 6. FINAL CONNECTIONS TO ALL AIR-HANDLERS, CONDENSING UNITS, EXHAUST FANS, AND 41 4.91 11.27 42 SPARE 41 20/1 0.00 1.20 20/1 42 SIGNAGE(LVL 3) OTHER EQUIPMENT DEVICES WHICH VIBRATE, SHALL BE MADE WITH FLEXIBLE SEALTITE w Yf AND APPROPRIATE WIRING. 01 "`v , • �. � ' Y �Wl O_. ELECTRICAL DRINKING FOUNTAIN RECEPTACLES SHALL BE LOCATED AS REQUIRED TO MAIN BREAKER: 400A kW PHASE "A" 45.27 1 NOTES: MAIN BREAKER: M.L.O. kW PHASE "A" 12.05 NOTES: CONCEAL RECEPTACLE BEHIND THE WATER COOLER ASSEMBLY. MAIN BUS: 400A kW PHASE "B" 38.22 1 R = RECEPTACLE LOAD MAIN BUS: 100A kW PHASE "B" 6.40 R = RECEPTACLE LOAD VOLTAGE: 208Y120 kW PHASE "C" 45.22 VOLTAGE: 208Y120 kW PHASE "C" 11.27 8• BACK TO BACK MOUNTING OF RECEPTACLES IS NOT PERMITTED. AIC: 22,000 i. PANEL AND CIRCUIT BREAKERS ARE PROVIDED AIC: 22,000 PANEL AND CIRCUIT BREAKERS ARE PROVIDED g. IN ADDITION TO THE NEC REQUIREMENTS FOR GFCI RATED RECEPTACLES THE FOLLOWING MOUNTING: SURFACE TOTAL kW 128.71 BY TENANT FOR TENANT CONTRACTOR'S MOUNTING: SURFACE ' TOTAL kW 29.72 BY TENANT FOR TENANT CONTRACTOR'S RECEPTACLES SHALL ALSO BE GFCI RATED: (1)-ALL RECEPTACLES LOCATED WITHIN 6 INSTALLATION INSTALLATION FEET OF A SINK, (2)-ALL RECEPTACLES WHICH ARE PROVIDED FOR CONVENIENCE IN LOAD SUMMARY Connected kW Demand Factor Demand kW LOAD SUMMARY Connected kW Demand Factor Demand kW SERVICING HVAC EQUIPMENT REGARDLESS OF LOCATION. EITHER INDIVIDUAL GFCI DEVICES LIGHTING 21.32 1.25 26.65 LIGHTING 10.65 1.25 13.31 OR GFCI CIRCUIT BREAKERS ARE ACCEPTABLE BUT RECEPTACLES PROVIDED BY CIRCUIT HVAC 73.56 1.00 73.56 HVAC 0.00 1.00 0.00 BREAKERS OR OTHER GFCI DEVICES SHALL BE CLEARLY MARKED AS GFCI AND THE RECEPTACLES 17.12 1.00 17.12 RECEPTACLES 16.82 1.00 16.82 SOURCE OF PROTECTION SHOWN. WATER HEATER 2.25 1.00 2.25 WATER HEATER 2.25 1.00 2.25 10. PROVIDE A LAMICOID NAMEPLATE (WHITE LETTERS ON BLACK BACKGROUND) ON EACH COOLER/FREEZER 14.46 1.00 14.46 1 1 COOLER/FREEZER 0.00 1.00 0.00 1 PANELBOARD, MOTOR STARTER, CONTRACTOR, TRANSFORMER, ETC. LETTERS SHALL BE 128.71 1 134.04 1 29.72 1 1 32.38 0.15 INCH MINIMUM. *PROVIDE CIRCUIT BREAKER WITH A MEANS OF BEING LOCKED *PROVIDE CIRCUIT BREAKER WITH A MEANS OF BEING LOCKED 11. CIRCUIT BREAKERS FOR HVAC EQUIPMENT SHALL BE HACR RATED. PANEL SCHEDULE ON EACH ELECTRICAL PANEL, CIRCUITS DENOTED WITH "(LVL#)" ARE CONTROLLED VIA LIGHTING CONTROL PANEL LCP WHICH IS PART OF THE 12. MINIMUM HORIZONTAL SEPARATION BETWEEN BOXES ON OPPOSITE WALLS OF FIRE RATED PANEL NUMBER: JCF E.M.S. (ENERGY MANAGEMENT SYSTEM). PER THE FOLLOWING, THE"LVL#" INDICATES THE CONTACTOR(S) THAT WILL SWITCH THE WALL SHALL BE 24 INCHES. LOCATION: ISTOCKROOM ASSOCIATED CIRCUITS. LVL 1 = DAYLIGHTING - MAIN EMPLOYEE LIGHTS 13. VERIFY ALL DOOR SWINGS WITH ARCHITECTURAL BEFORE ROUGHING IN LIGHT SWITCHES. o LVL 2 = DAYLIGHTING - MAIN CUSTOMER LIGHTS DIRECTORY 0- _j kW A B C kW a_ _j o DIRECTORY LVL 3 = SIGNS / CANOPY LIGHTS 14. TRADE NAMES ARE GIVEN TO CLARIFY TYPE OF PRODUCT AND QUALITY DESIRED. / Q /1 LVL 4= DAYLIGHTING - FRONT 15. CONTRACTOR SHALL CUT AS REQUIRED TO INSTALL ELECTRICAL EQUIPMENT. REPAIR OF REACH-IN COOLER(C1) 1 15/2 0.72 0.00 20/1 2 SPARE LVL 5= PARKING LOT LIGHTS FLOOR OR WALLS SHALL BE COORDINATED WITH GENERAL CONTRACTOR CONTRACTOR 3 0.72 0.00 20/1 4 SPARE SHALL ALSO REPAIR ALL OPENINGS LEFT DUE TO EQUIPMENT REMOVAL. WALK-IN COOLER (C2) 5 20/1 1.08 0.00 20/1 6 SPARE REACH-IN FREEZER(F1) 7 30/2 1.88 0.00 20/1 8 SPARE 16. CONDUCTORS ARE AWG#12 COPPER UNLESS OTHERWISE SHOWN. ALL CONDUCTORS 9 1.88 0.00 20/1 10 SPARE LARGER THAN 010 SHALL BE STRANDED. RUNS IN EXCESS OF 90'-0" CONE WAY) REACH-IN FREEZER(F2) 11 30/2 2.25 0.00 20/1 12 SPARE SHALL BE SIZED PER THE NATIONAL ELECTRICAL CODE MAXIMUM 23o VOLTAGE DROP. 13 2.25 0.00 20/1 14 SPARE 11. PANEL50ARD5 SHALL CONTAIN A TYPEWRITTEN DIRECTORY WITH A PLASTIC COVER AFFIXED WALK-IN FREEZER(F3) 15 20/2 1.59 0.00 20/1 16 SPARE TO THE INSIDE DOOR 17 1.59 0.00 20/1 18 SPARE COOLER/FREEZER LIGHTS 19 15/1 0.50 0.00 20/1 20 ISPARE 16. ALL FIXTURES, DEVICES, CONDUIT, AND EQUIPMENT SHALL BE SECURED WITH APPROVED SPARE 21 20/1 0.00 0.00 20/1 22 SPARE HANGERS AND ANCHORS AND IN ACCORDANCE WITH APPROVED STANDARDS OF SPARE 23 20/1 0.00 0.00 20/1 24 SPARE INSTALLATION. SPARE 25 20/1 0.00 0.00 20/1 26 SPARE lg, ALL BREAKERS SHOWN IN THE PANELBOARD SCHEDULE SHALL BE RATED AS SHOWN FOR SPARE 27 20/1 0.00 0.00 20/1 28 SPARE BOTH CIRCUIT CAPACITY AND FAULT CURRENT INTERRUPTING CAPACITY. SPARE 29 20/1 0.00 0.00 20/1 30 SPARE 1 WHEN, 20. 05 3/ T. PROVIDE PULL STRING TO TELEPHONE 5ACK50ARD VIA CONDUITS AND CABLE TRAY WHERE BLE MAIN BREAKER: M.L.O. kW PHASE "A" 5.35 NOTES: 21, ALL PANELBOARDS DISCONNECT SWITCHES MOTOR STARTERS AND CONTACTORS SHALL MAIN BUS: 100A kW PHASE "B" 4.19;` R= RECEPTACLE LOAD BE NEMA I, UNLESS OTHERWISE NOTED. VOLTAGE: 208Y120 kW PHASE "C" 4.92 AIC: 22,000 PANEL AND CIRCUIT BREAKERS ARE PROVIDED 22. IN ACCORDANCE WITH ARTICLE 250-81 NEC, BOND GROUNDING ELECTRODE SYSTEM TO MOUNTING: SURFACE Is TOTAL kW 14.46 - BY TENANT FOR TENANT CONTRACTOR'S ALL OF THE FOLLOWING IF AVAILABLE: INSTALLATION (1) - BUILDING STEEL LOAD SUMMARY Connected kW Demand Factor Demand kW (2) - FOUNDATION REBAR LIGHTING 0.00 1.25 0.00 (3) - BUILDING COUNTERPOISE HVAC 0.00 1.00 0.00 (4) - DERGROUND METAL COLD WATER PIPE RECEPTACLES 0.00 1.00 0.00 23. THE GENERAL CONTRACTOR AND ELECTRICAL CONTRACTOR SHALL COORDINATE WITH WATER HEATER 0.00 1.00 0.00 THE SIGN VENDOR FOR ANY ADDITIONAL EXTERIOR SIGNAGE AND THE ASSOCIATED COOLER/FREEZER 14.46 1 1.00 14.46 1ELECTRICAL REQUIREMENTS. AFTER THE ELECTRICAL DESIGN IN COMPLETE, IT MAY BE 14.46 1 14.46 DETERMINED THAT CERTAIN SITES REQUIRE SIDE OR REAR SIGNAGE. *PROVIDE CIRCUIT BREAKER WITH A MEANS OF BEING LOCKED OWNER/DEVELOPER 120/208V OWNER/DEVELOPER 120/20&V OUTSIDE INSIDE MDP PANELBOARD UNDERGROUND OWNER/DEVELOPER OWNER/DEVELOPER CIRCUITS FRI SEs IR LEGEND FROM POWER SPACE SPACE TO LIGHT Lf/A5H R & I STER & OUZ) I NO UTILITY 2 SETS OF: FIXTURES - DASH DOT LINE TYPE INDICATES 2"C, 04)+'3/0, 011"3 G 4 EXISTING EQUIPMENT TO REMAIN 2 SETS OF: C1�'3 I.G. NEW E.M,S, PANEL FURNISHED I �l 2 C, (4)'3/0 BY OUJNER/DEVELOPER, INSTALLED - HIDDEN LINE TYPE INDICATES EQUIPMENT FURNISHED AND BY ELECTRICAL CONTRACTOR, I. CASH REGISTER AND COMPUTER WIRING= N NEUTRAL BAR H INSTALLED BY OWNER/DEVELOPER. METERING PER MAKE ALL FURNISH AND INSTALL AN INSULATED, ISOLATED GROUND BAR IN PANEL. EQUIPB LOCAL UTILITY EQUIPMENT GROUND "CF" "RP" "LP" FINAL CONNECTIONS, Kx N CONTINUOUS LINE TYPE INDICATES O I 200Y120 208Y120 200Y120 INSTALL AN INSULATED 'ISOLATED' GROUND WIRE IN EACH BRANCH NEW EQUIPMENT TO BE INSTALLED lOOA lOOA 400A CIRCUIT 14OVERW TO PANELBOARD.CONNECT GROUND WIRE FOR CASH REGISTER AND COMPUTER CIRCUITS TO ISOLATED GROUND BARPHANTOM LINE TYPE INDICATES M.L.O, M.L.O. MCB IN PANELBOARD AND DIRECTLY TO ISOLATED GROUND LUG/SCREW ON EXISTING EQUIPMENT TO BE 03/0 BARE COPPER ISOLATED GROUND RECEPTACLES. RELOCATED GROUNDING ELECTRODE �. DO NOT CONNECT'ISOLATED'GROUND WIRE TO RACEWAY OR BOX. CONNECTION OF EQUIPMENT GROUND BA CONDUCTOR CONDUIT AND BOX SHALL BE METAL AND METAL-TO-METAL ISOLATED GROUND TO FOR NORMAL CIRCUITS 24OV, 400A DISCONNECT, CONNECTORS SHALL BE USED WO FLEX CONDUIT)TO ESTABLISH GROUND EQUIPMENT GROUND INSULTED/6OLATED GROU FUSED @ 400A, NEMA 3R CON AND QUANTITY AS REQUIRED)""," PATH FOR BOX AND RACEWAY. DO NOT RUN ANY CIRCUITS WITH CASH SHALL OCCUR AT THE BAR FOR CASH REGISTER CONDUIT R CONTACTOR PANEL FOR LIGHTGHTING CIRCUITS REGISTER OR COMPUTER(IG) CIRCUITS. MAIN PANEL OR CIRCUITS ONLY. PER THE EXCEPTION TO 10' MIN. Ar 1-1/4"C (4)03 (11'8 G CASH REGISTER DATA SYSTEM CABLE SHALL BE FURNISHED AND DISCONNECT WHERE NEC 2005, ARTICLE 40&-40T 4 (Ple Imo. 2 RISER J)I,�C�RAM THE SERVICE GROUND IS INSTALLED BY OTHERS.FURNISH AND INSTALL JUNCTION BOX IN ESTABLISHED. CONDUIT AND BOX MUST BE METAL TO PROV1-1/411C, (4)"3 4 (I)'8G E-3 SC:ALE: NONE OFFICE AND 2' CONDUIT WITH PUL WIRE TO SALES AREA CEILING 3/4 x 10 GROUND RODS CAVITY. EQUIPMENT GROUND PATH FOR BOX TYPICAL WIRING FOR - EACH- a a r, ISOLATED GROUND RECEPTACLE �4 t ON A CASH REGISTER CIRCUIT N O i 1 C,4 S H fRE G I S T E R C-t IRO UN I)I NCS ID I AG RAM '--ISOLATED GROUND ATTACHED TO RECPETACLE ISOLATED E-3 SCALE: NONE NOTE: DO NOT RUN CASH REGISTER �� 11121/14 BSD - ATLANTIC BEACH, FL CIRCUITS IN CONDUCT WrrH OTHER CIRCUITS AGIT REV. DATE DR CHK DESCRIPTION ~ °. 3901 SPRING HILL AVENUE RIPTION ' � SCHEDULES, NOTES, DETAILS MOBILE,ALABAMA 36608DOCUMENT CONTROL (251)344-7073/FAX(251)343-9179 f f ` ' �� PROJ. N0. 615114 DWG. N0. E-3.1 Oliver o Little o Gipson OLG Engineering, Inc. C. ALLOWABLE TOLERANCES= 301 Industrial Blvd. SECTION 16 010 - GENERAL PROVISIONS 2.0'1 SLEEVES 6. WHERE 2 OR 3 POLE BREAKER UNITS ARE CALLED 4, SYSTEM GROUNDING PER LOCAL. CODES. - Tullahoma TN 37388 I. REVIEW ARCHITECTURAL, STRUCTURAL AND FOR, THEY SHALL BE ON UNIT WITH COMMON TRIP - Office: 931.454.9940 MECHANICAL DRAWINGS FOR ALL DIMENSIONS, A PROVIDE SLEEVES IN WALLS AND FLOOR SLABS FOR THE AND NOT SINGLE POLE UNITS WITH HANDLE TIES. 5. ALL WORK AND CHARGES REQUIRED BY THE LOCAL 1.01 RELATED DOCUMENTS LOCATIONS, PARTITIONS AND WALLS STRUCTURAL PASSAGE OF ALL CONDUITS, PIPES AND DUCTS CAPACITY OF MAIN BUSSES SHALL BE AS SHOWN ON UTILITY COMPANY. - www.olgengineering.com DETAILS, AND LOCATION OF MECHANICAL PIPES AND INSTALLED. SLEEVES SHALL BE SET IN PLACE IN THE DRAWINGS. A. THE GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS, DUCTS SO THAT THE ELECTRICAL INSTALLATION SUFFICIENT TIME AHEAD OF CONCRETE WORK, SO AS NOT B. SERVICES= ' n e e r i n n c . F AND GENERAL REQUIREMENTS APPLY TO THE WORK SHALL BE IN COORDINATION WITH THAT OF THE OTHER TO DELAY THAT WORK. 7. PANEL BOARDS SHALL BE MANUFACTURED BY E n SPECIFIED IN THIS SECTION. TRADES. WESTINGHOUSE, SQUARE D, SIEMENS OR GENERAL I. INCOMING ELECTRICAL SERVICE IS 120/208 VOLTS, 1.02 DESCRIPTION 2. EXACT LOCATION AND ELECTRICAL REQUIREMENTS OF 2.05 GUTTING AND PATCH I NCS ELECTRIC. 3 PHASE, 4 WIRE UNLESS NOTED OTHERWISE IN ELECTRICAL RISE LORIDA CERTIFICATE of AUTHORIZATION-No.27562-Expiration:2/28/15 B EQUIPMENT FURNISHED Y OTHER TRADES AND WIRED A PERFORM ALL CUTTING AND PATCHING REQUIRED TO L. OUTSIDE DELIVERY DOOR BUZZER= A BUZZER SYSTEM SHALL BE 1.02 SUBMITTALS A. THIS SECTION DEFINES THE GENERAL PROVISIONS WHICH BY THIS CONTRACTOR SHALL BE OBTAINED FROM THE COMPLETE THE WORK, EXCEPT WHERE SPECIFICALLY SHOWN FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR INCLUDING ARE COMMON TO ALL SECTIONS OF DIVISION 16. DRAWINGS OF THE OTHER TRADES. ON THE ARCHITECTURAL OR STRUCTURAL DRAWINGS. 24VAC TRANSFORMER AND WIRE. BUZZER SHALL BE EDWARDS A. SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE B. THE INFORMATION IN THE SPECIFICATIONS AND THE PLAN PATCHING SHALL MATCH EXISTING AND SHALL BE CAT. #55-6G5. PUSHBUTTON SHALL BE EDWARDS CAT. #664 SUBMITTED FOR APPROVAL= i.04 SUBMITTALS COORDINATED WITH OWNER'S REPRESENTATIVE. WITH STAINLESS STEEL PLATE. I. DISTRIBUTION PANEL BOARDS, LIGHTING DRAWINGS ARE BASIC FACTS TO FOLLOW IN DETERMINING 3. OUTLET BOXES WITH A 3/4' CONDUIT STUBBED INTO A REASONABLE AND COMPETITIVE PRICE FOR THE A. SHOP DRAWINGS FOR ALL FIXTURES, EQUIPMENT, ECTION 16010 - BASIC MATERIALS AND METHODS PANEL BOARDS, MISCELLANEOUS PANEL BOARDS AS ACCESSIBLE CEILING SPACE WITH PULLWI12E FOR DISCIPLINES INTENDED. THE DRAWINGS AND MATERIALS, ETC., SHALL BE SUBMITTED AS SPECIFIED SCHEDULED AND INCLUDING ALL PROTECTIVE CABLING BY OTHERS. PROVIDE SEPARATE DEDICATED SPECIFICATIONS DO NOT NECESSARILY INDICATE OR IN DIVISION I. 5.01 PREPARATION/INSTALLATION/ DEVICES. CONDUITS FOR P.O.S. LINES. (DO NOT SHARE WITH DESCRIBE EACH ITEM NECESSARY FOR THE FULL 2.01 MATERIALS OTHER TELEPHONE OR DATA LINES.) PERFORMANCE AND COMPLETION OF THE PARTICULAR WORK B. INSTALLATION, MAINTENANCE AND OPERATING MANUALS APPLICATION 2.01 EQUIPMENT THE CONTRACTOR MAY BE BIDDING. THESE DOCUMENTS AND INSTRUCTIONS FOR ALL EQUIPMENT SHALL BE A CONDUIT= C. NO ELECTRICAL CONDUITS OR POWER WIRING SHALL PASS OVER PROVIDE THE GENERAL INTENT NECESSARY TO INFORM THE PROVIDED AS SPECIFIED IN DIVISION 1. I. ELECTRICAL METALLIC TUBING= EMT 'THINWALL' A. MAIN SWITCHBOARD SHALL BE SERVICE ENTRANCE RATED THE TELECOMMUNICATIONS CLOSET AND PANELS, EXCEPT FOR CONTRACTOR OF THE OWNER'S DESIRE FOR THE SYSTEMS REQUIRED FOR ELECTRICAL. CONTRACTOR SHALL VISIT THE SITE 1.05 APPROVAL DRAWINGS CONDUIT SHALL IN GENERAL BE UTILIZED WHERE A. CONDUIT= AND FRONT ACCESSIBLE WITH REMOVABLE SCREW - ON TELECOMMUNICATIONS ROOM LIGHT FIXTURES. PRIOR TO BIDDING TO BECOME FAMILIAR WITH THE EXISTING PERMITTED BY CODE EXCEPT WHERE DESCRIBED COVERPLATES. GROUNDING AND METERING SHALL COMPLY CONDITIONS UNDER WHICH THE WORK SHALL BE PERFORMED. A. PREPARE AND SUBMIT FOR APPROVAL SUCH ADDITIONAL HEREIN. MINIMUM SIZE CONDUIT SHALL BE 3/4', 1. INSTALLATION - ALL CONDUIT SHALL BE SIZED IN WITH THE LOCAL UTILITY COMPANY AND ALL LOCAL CODE 3.OI INSTALLATION FAILURE TO INSPECT THE SITE WILL NOT CONSIDERED JUSTIFICATION ELECTRICAL DRAWINGS, DIAGRAMS, AND SPECIFICATIONS UNLESS SPECIFICALLY NOTED OTHERWISE. ACCORDANCE WITH THE N.E.C.= REQUIREMENTS. FOR AN ADJUSTMENT IN CONTRACT PRICE OR FAILURE TO PERFORM AS ARE REQUIRED BY. A. FURNISH AND INSTALL CONDUIT SYSTEM AS SHOWN. 2. HEAVY-WALL STEL CONDUIT AND I.M.C. SHALL BE A. CONDUIT TO BE RUN EXPOSED IN UNFINISHED 2.02 DISTRIBUTION STRI BUT)ON PANEL BOARDS CABLING AND FINAL CONNECTION TO BE BY THE THE WORK UNDER THIS CONTRACT. EITHER HOT DIPPED GALVANIZED OR SHERARDIZED. AREAS SUCH AS MECHANICAL AND ELECTRICAL OWNERS SUBCONTRACTOR. THE SYSTEM SHALL CONSIST OF 1. LOCAL FIRE PREVENTION BUREAU ROOM USED AS ELECTRICAL CLOSETS. ALL A. PANEL BOARD SHALL BE ENCLOSED IN STEED. CABINET OF TELEPHONE/DATA OUTLETS IN LOCATIONS AS INDICATED, C. WORK INCLUDED= 3. FLEXIBLE CONDUIT SHALL BE GREENFIELD TYPE OTHER CONDUIT SHALL BE CONCEALED. RIGIDITY AND GAUGE OF STEEL PER UL STANDARD #50 BRANCH CONDUITS, AND ALL ACCESSORIES I. ALL ELECTRICAL WORK HEREIN SPECIFIED AND/OR 2. LOCAL BUILDING DEPARTMENT - ELECTRICAL EXCEPT, WHERE EXPOSED TO OIL, GREASE, OR FOR CABINETS. ALL PANEL BOARDS SHALL BE PROVIDED REQUIRED BY THE TELEPHONE COMPANY FOR COMPLETE SHOWN ON DRAWINGS UNLESS NOTED OTHERWISE. INSPECTION SECTION WATER -CONDUIT SHALL BE SEALTITE. B. ALL CONDUIT AND WIRING SHALL BE WITH DOOR LOCKS, ALL KEYED ALIKE. INSTALLATION. 2. WORK BY THE UTILITY COMPANY FOR WHICH THERE 3. LOCAL UTILITY COMPANIES 4. PLASTIC CONDUIT SHALL BE PVC SCHEDULE 40. CONCEALED WHEREVER POSSIBLE. WHERE B. BUS STRUCTURE SHALL BE COPPER. TO BE INCLUDED LJNDE12 THISiCDIVISION 16NARGES 1.06 COORDINATION AND COOPERATION 5. CONDUIT SHALL BE AS MANUFACTURED BY ALLIED, CONDUIT AND WIRE CANNOT BE CONCEALED OBTAIN DIRECTION FROM THE ARCHITECT. NO SURFACE C. SHORT CIRCUIT CURRENT RATING SHALL BE EQUAL TO OR CONTRACT. TRIANGLE OR APPROVED EQUAL. MOUNTED CONDUIT WIREMOLD OR POWER POLES A. THE CONTRACTOR SHALL EXAMINE THE PREMISES AND SATISFY 6. PROVIDE EXPANSION FITTINGS FOP CONDUITS WILL BE ACCEPTABLE, UNLESS SPECIFICALLY PANEL BOARD BUT�NAVAILABLE TL SSETHANN 50,0001 AMPERES I.OI DESCRIPTION 3. INSTALLATION SHALL BE COMPLETE FROM THE LOCATION HIMSELF OF EXISTING CONDITIONS UNDER WHICH HE WILL BE OBLIGATED INDICATED ON THE DRAWINGS. DESIGNATED BY THE EIJ=CTPICAL UTILITY COMPANY TO OPERATED IN PERFORMING HIS PART OF THE WORK OR THAT CROSSING EXPANSION JOINTS. SYMMETRICAL. A. WORK INCLUDED= AS THE POINT OF SERVICE CONNECTION, TO THE FINAL WILL IN ANY MANNER AFFECT THE WORK UNDER THE CONTRACT. 7. CONDUIT FITTINGS= C. ALL EXPOSED CONDUITS SHALL BE RUN D. PANEL BOARDS SHALL BE AS SHOWN ON THE DRAWINGS WITH 1. ALL WORK SHALL COMPLY WITH THE LATEST NATIONAL CONNECTION OF MOTORS, FIXTURES, DEVICES THE CONTRACTOR SHALL COOPERATE WITH OTHER TRADES SO THAT PARALLEL TO OR AT RIGHT ANGLES TO MAIN LUGS, MAIN BREAKERS BRANCH BOLT-ON BREAKERS, ELECTRIC CODE (N.E.C.) AND ALL LOCAL CODES. APPARATUS OR PIECES OF EQUIPMENT, UNLESS THE INSTALLATION OF ALL EQUIPMENT MAY BE PROPERLY COORDINATED. A. RIGID= THREADED. STRUCTURAL MEMBERS. CAREFULLY COORDINATE SPARES AND SPACES AS SCHEDULED. PROVIDE G.F.I. COORDINATE EXACT CODE REQUIREMENTS AND LOCAL MODIFIED BY DRAWINGS OR THESE SPECIFICATIONS. EXACT ROUTING WITH THE ARCHITECT'S 4. THE ELECTRICAL DRAWINGS AND SPECIFICATIONS B. ALL EQUIPMENT FURNISHED SHALL FIT THE SPACE AVAILABLE, WITH B. THIN-WALL= COMPRESSION TYPE. REPRESENTATIVE, IN THE FIELD, PRIOR TO BREAKERS AS REQUIRED. PALL BOARDS SHALL BE AMENDMENTS WITH LOCAL INSPECTOR PRIOR TO ANY SHALL BE UNDERSTOOD TO COVER COMPLETE CONNECTION ETC. IN THE REQUIRED LOCATIONS AND WITH ANY INSTALLATION. MANUFACTURED BY GENERAL ELECTRIC, WESTINGHOUSE, INSTALLATION. OPERATING SYSTEMS. THE DRAWINGS AND ADEQUATE SI ACS FOR OPERATING AND SERVICING. THE DRAWINGS C. FLEXIBLE= CONNECTORS SHALL BE COMPATIBLE SQUARE D OR SIEMENS. WITH FLEXIBLE CONDUIT USED. D. ALL CONDUIT SHALL BE INDEPENDENTLY 2. CONTRACTOR SHALL CONTACT THE UTILITY COMPANY SPECIFICATIONS ARE TO BE TAKEN TOGETHER. ARE GENERALLY DIAGRAMMATIC AND INDICATE THE MANNER AND METHOD HOWN OF THE INSTALLATION WHILE THE SPECIFICATIONS AND FIXTURE LIST SUPPORTED FROM THE BUILDING STRUCTURE. E. PROVIDE A TYPEWRITTEN PANEL DIRECTORY FOR EACH PANEL, AND INCORPORATE ALL REQUIREMENTS INTO THE NEW WORK SPECIFIED AND NOT SHOWN, OR WORK S AND NOT SPECIFIED SHALL BE PERFORMED WORK DENOTE THE TYPE AND QUALITY OF MATERIAL AND WORKMANSHIP 8. PROVIDE BUSHING AND LOCKNUTS FOR ALL CONDUIT CONDUIT SHALL NOT BE SUSPENDED FROM IDENTIFYING THE USE OF EACH CIRCUIT INCLUDING ANY EXISTING WORK. FURNISHED AS THOUGH MENTIONED IN BOTH TO BE USED. WHERE A CONFLICT EXISTS BETWEEN THE DRAWINGS ENTRIES TO BOXES. VENTILATING DUCTS, MECHANICAL PIPING, CIRCUITS WHICH REMAIN. DRAWINGS AND SPECIFICATIONS. AND THE SPECIFICATIONS THE CONTRACTOR SHALL PROMPTLY NOTIFY SUSPENDED CEILING GRIDS, OR THEIR 3. GROUND IN ACCORDANCE WITH THE N.E.C. AND ALL THE ARCHITECT WHOSE DECISION SHALL BE FINAL. NO ALLOWANCE B. WIRES AND CABLES= HANGERS. LOCAL CODES. REFER TO DETAILS ON SHEET E-4 5. MINOR ITEMS AND ACCESSORIES REASONABLY WILL BE MADE SUBSEQUENTLY IN THIS CONNECTION ON BEHALF NC THE FOR ADDITIONAL INFORMATION. INFERRED AS NECESSARY TO THE COMPLETE AND 1. UNLESS SPECIFICALLY NOTED OTHERWISE, ALL E. ALL CONDUIT SHALL BE MECHANICALLY AND 2.05 CONNECTIONS CONTRACTOR AFTER AWARD OF THE CONTRACT. ELECTRICALLY CONTINUOUS FROM OUTLET TO OUTLET 4. ASSUMED AVAILABLE FAULT CURRENT IS 50,000 PROPER OPERATION OF ANY SYSTEM, SHALL BE WIRING SHALL BE INSTALLED IN CONDUIT. PROVIDED BY THIS CONTRACTOR OR SUBCONTRACTOR I.OI GUARANTEE AND BOX TO BOX. SECURE CONDUIT FITTINGS AT A. ALL MAIN FEEDER CONNECTIONS SHALL BE MADE WITH AMPS R.M.S.. CONTRACTOR SHALL VERIFY WITH FOR SUCH SYSTEMS. 2. ALL WIRE SHALL BE TYPE THW OR THWN COPPER. ALL ENCLOSURES AND JUNCTIONS. UTILITY COMPANY REPRESENTATIVE AND REPORT ANY NO ALUMINUM CONDUCTORS WILL BE ALLOWED. SOLDERLESS CONNECTORS, BOLTED TYPE. SMALLER WIRE DISCREPANCIES TO ARCHITECT/ENGINEER PRIOR TO D. DESCRIPTION OF SYSTEM= A. PROVIDE ONE YEAR GUARANTEE FOR ALL FIXTURES, 2. TYPES OF CONDUIT= SPLICES SHALL BE MADE WITH PRESSURE TYPE ORDERING EQUIPMENT. EQUIPMENT, MATERIALS AND WORKMANSHIP, UPON FINAL 3. WIRE SMALI�R THAN #8 SHALL BE SOLID= #8 AND CONNECTORS - MINNESOTA MINING SKOTCHLOCKS" OR I. COMPLETE POWER WIRING TO MAIN DISCONNECT ACCEPTANCE BY OWNER. ANY DEFECTIVE MATERIAL OR LARGER, STRANDED. IDEAL "WINGNUTS SWITCH, PANELS, MOTORIZED EQUIPMENT, MOTORS, FAULTY WORKMANSHIP SHALL BE REPLACED WITHOUT COST A. CONDUIT WITHIN BUILDING CONFINES RUN IN 5. PROVIDE FUSES AT ALL LOCATIONS SHOWN IO THE DRAWINGS EQUIPMENT CABINETS, AND MISCELLANEOUS TO OWNER. CONCREI�E SLABS, WITHIN OUTSIDE MASONRY OR REQUIRED FOR SUPPLEMENTAL PROTECTION. WHERE OUTLETS. 4. CABLE AND WIRE SHALL BE AS MANUFACTURED BY WALLS, IN EARTH FILL AND EXPOSED IN WET AMP RATING OF PROTECTIVE DEVICE IS 600 AMPS OR LESS, TRIANGLE GENERAL CABLE CANADA OR CAROL. AREAS SHALL BE GALVANIZED STEEL HEAVY 5.01 INSTALLATION PROVIDE BUSSMAN LOW-PEAK CURRENT LIMITING FUSES 2. GENERAL WIRING FOR POWER, LIGHTING, AND 2.01 PROTECTION WALL OR IMC. COUPLINGS FOR CONDUIT RUN CLASS 12KI ON PANELS, RK5 (WITH DUAL ELEMENT MISCELLANEOUS SYSTEMS. C. COLOR CODING= COLOR CODING SHALL BE USED IN POURED CONCRETE SHALL BE CONCRETE A. SYSTEM GROUNDING= FUSET12ON UP TO 100 A, ABOVE 100 A DUAL ELEMENT LOW 3. MATERIALS AND EQUIPMENT FOR ELECTRICAL WORK. A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING THROUGHOUT THE ENTIRE ELECTRICAL SYSTEM. PROVIDE TIGHT. PEAK), HAVING AN INTERRUPTING RATING OF 200 000 AMPS ALL EQUIPMENT AND SYSTEMS AGAINST HARMFUL INDUSTRY STANDARD COLOR CODING FOP THE VOLTAGES INVOLVED. I. SHALL BE IN STRICT ACCORDANCE WITH THE NATIONAL RMS, UNLESS NOTED 601 AMPS, PROVIDE BUSSMAN 4. ELECTRIC SERVICE AND DISTRIBUTION. EXPOSURE, OR ACCUMULATION OF DUST/MOISTURE, CONTROL WIRING SHALL BE NUMBERED FOR EASY IDENTIFICATION B. CONDUIT RUN EXPOSED OR OUTDOORS SHALL BE ELECTRICAL CODE, LOCAL GOVERNING AUTHORITIES 'LIMITRON' FUSES, CLASS 'L', HAVING AN INTERRUPTING FLOODING, CORROSION, OR OTHER FORMS OF DAMAGE. OF TERMINAL POINTS. NUMBER TERMINAL BLOCKS ACCORDINGLY. GALVANIZED STEEL HEAVY WALL OR IMC WITH AND IN ACCORDANCE WITH THE RECOMMENDATIONS RATE OF 200,000 AMPS RMS UNLESS NOTED OTHERWISE. 5. MOTOR AND EQUIPMENT WIRING, INCLUDING CLEAN AND RESTORE DAMAGED FINISHES AND EQUIPMENT WATERTIGHT FITTINGS AND BOXES. OF THE UTILITY COMPANY. SEE DETAILS ON DRAWINGS PROVIDE SIMILAR TYPE, 'HI-CAP" FUSES WHERE SHOWN. STARTERS IF REQUIRED. TO PLACE INSTALLATION IN A LIKE-NEW CONDITION. D. DISCONNECT SWITCHES: FOR ADDITIONAL GROUNDING REQUIREMENTS. SPARE FUSES. DELIVER TO THE OWNER AT THE TIME OF 6. GENERAL AND EMERGENCY LIGHTING AND POWER C. CONDUIT RUN IN DRY AREAS WITHIN BUILDING FINAL INSPECTION ONE SPARE SET OF 3 FUSES FOR EACH SYSTEMS. 2.02 INSTALLATION/APDL I GATI ON/ I. SWITCHES SHALL MEET NEMA ENCLOSED SWITCH CONFINES SHALL BE EMT EXCEPT WHERE B. ELECTRICAL SERVICE= TYPE, SIZE AND VbLTAGE INSTALLED. 7. CONTACTORS FOR LIGHTING AND SIGN CONTROL STANDARDS KSI CURRENT EDITION. SWITCHES SPECIFICALLY NOTED bTHERWISE OR I. ELECTRICAL SERVICE SHALL BE UNDERGROUND FROM SYSTEMS. PERFORMANCE/ERECTION SHALL BE QUIG�K-MAKE QUICK-BREAK SO THAT PROHIBITED BY LOCAL CODES. DRY AREAS HE UTILITY COMPANY'S SERVICE UNLESS NOTED OTHERWISE OPERATION OF THE CONTACTS SHALL NOT BE ARE INSIDE PART PARTITIONS CEILING CAVITIES, THE RISER 8. TELEPHONE BACK BOXES AND EMPTY CONDUIT. A. APPLICATION, INSTALLATION= CAPABLE DURING NORMAL OPERATION OF THE ABOVE GRADE SLABS, AND AREAS NOT SUBJECT IN SWITCH, bF BEING RESTRAINED BY THE OPERATING TO DAMAGE. 9. ARRANGE FOR SOURCES OF TEMPORARY CONSTRUCTION I. NO MEASUREMENTS OF A DRAWING BY SCALE SHALL HANDLE AFTER THE OPENING OR CLOSING OF THE2. THE UTILITY COMPANY WILL FURNISH, INSTALL AND SERVICES. SUCH SERVICES SHALL BE NOMINALLY BE USED ASA DIMENSION TO WORK BY. THE CONTACTS HAS STARTED. D. CONDUIT WITH TRADE SIZES OVER 1-1/2' CONNECT ALL PRIMARY SERVICE CONDUCTORS. 120/208 VOLT, 3 PHASE, 4 WIRE FROM WHICH A DRAWINGS ARE NOT INTENDED TO SHOW COMPLETE OR AND/OR EXPOSED IN MECHANICAL ROOMS SHALL COMPLETE SYSTEM OF TEMPORARY POWER AND ACCURATE DETAILS OF THE BUILDING IN EVERY 2. ALL SAFETY SWITCHES SHALL BE HEAVY DUTY OF BE GALVANIZED STEEL HEAVY WALL OR IMC. 3. THIS CONTRACTOR SHALL CONTACT THE UTILITY LIGHTING SHALL BE INSTALLED FOR ALL RESPECT. EXACT LOCATIONS AND RELATIONS ARE VOLTAGE MATCHING EQUIPMENT SERVED. NEMA I COMPANY AND OWNER/DEVELOPER TO OBTAIN ALL CONSTRUCTION NEEDS AND AS REQUIRED BY THE TO BE DEFINED IN THE FIELD AND SHALL BE FOR INDOOR USE AND NEMA 3R FOR OUTDOOR USE. E. CONDUITS RUN UNDER FLOOR SLABS AND IN INFORMATION NECESSARY FOR THE WORK, OCCUPATIONAL SAFETY AND HEALTH DEPARTMENTS.(OSHA) SATISFACTORY TO THE ARCHITECT/ENGINEER. THIS SWITCHES SHALL BE AS MANUFACTURED BY CONTACT WITH EARTH MAY BE PVC SCHEDULE INCORPORATE THEIR INSTRUCTIONS INTO THE WORK, TEMPORARY SERVICES SHALL BE REMOVED UPON CONTRACTOR SHALL TAKE ALL FIELD MEASUREMENTS WESTINGHOUSE, GENERAL ELECTRIC, SQUARE D, OR 40 ENCASED IN CONCRETE. AND OBTAIN THEIR APPROVAL OF ALL WORK AND COMPLETION OF WORK. AND SHALL BE RESPONSIBLE THEREFORE. SIEMENS. MATERIAL. INCLUDE ALL COSTS IN BASE BID. 3. PROVIDE FULL SIZE GROUND WIRE IN ALL CONDUITS, PVC 10. COMPUTER SYSTEM EMPTY CONDUIT RACEWAY. 2. COMPARE DRAWINGS AND SPECIFICATIONS, CHECKING E. FUSES= FURNISH AND INSTALL ALL FUSES. FUSES OR METALLIC. WHERE THE DRAWINGS DO NOT IDENTIFY SECTION 16500 - LIGHTING SYSTEMS AND CONTROLS ALL MEASUREMENTS AND DETERMINE INTENT OF SHALL BE AS SPECIFIED ON THE DRAWINGS. THE SIZE OF THE EQUIPMENT GROUND WIRE, IT SHALL 11. WIRING OF POWER CONNECTIONS TO EQUIPMENT CONTRACT DOCUMENTS. DISCREPANCIES SHALL BE BE THE SAME SIZE AS THE PHASE CONDUCTORS. 1.01 DESCRIPTION FURNISHED AND INSTALLED BY OTHERS. BROUGHT TO THE ARCHITECT/ENGINEER'S ATTENTION F. OUTLET PULL AND JUNCTION BOXES= OUTLET PULL AND EXCAVATION AND BACKFILL AND FOR INTERPRETATION PRIOR TO ANY INSTALLATION. JUNCT16N BOXES SHALL BE 12 GAUGE, OR HEAVIER, B. BOXES, OUTLETS AND CABINETS= A. WORK INCLUDED= PATCHING 12. CUTTING, , STEEL, WITH REMOVABLE KNOCKOUTS. BOXES SHALL BE CONCRETE WORK REQUIRED TO COMPLETE THE WORK OF 3. THE RIGHT IS RESERVED TO MAKE ANY REASONABLE AS MANUFACTURED BY APPLETON STEN. CITY I. INSTALL EQUIPMENT AND MATERIALS IN A NEAT AND 1. INSTALLING LIGHTING FIXTURES WITH LAMPS. HANGERS THIS SECTION. BACKFILL SHALL BE COMPACTED TO 95% CHANGE IN LOCATION OF OUTLETS AND EQUIPMENT OR PACO. SIZE BOXES AS REQUIRED FOR THE INTENDED WORKMANLIKE MANNER AND ALIGN, LEVEL AND ADJUST AND CONTROLS AS SHOWN ON DRAWINGS AND LIGHTING OF STANDARD COMPACTION. ALL EXISTING SURFACES SHALL PRIOR TO ROUGHING-IN WITHOUT INVOLVING DUTY MINIMUM SIZE AS REQUIRED BY THE NATIONAL FOR SATISFACTORY OPERATION. INSTALL EQUIPMENT SO THAT FIXTURE SCHEDULES. BE PATCHED OR REPLACED TO 'LIKE NEW" CONDITIONS. ADDITIONAL EXPENSES. ANY CHANGE FROM THE ELECTRICAL CODE. ALL PARTS ARE EASILY ACCESSIBLE FOR INSPECTION, OPERATION, 13. ALL OTHER EQUIPMENT, MATERIAL DEVICES, ELECTRICAL DRAWINGS AS IS NECESSARY TO MAKE MAINTENANCE AND REPAIR. PROVIDE THE DESIGN, FABRICATION, B. REQUIREMENTS ACCESSORIES REQUIRED AND/OP SHOWN ON THE THE WORK OF THIS CONTRACTOR CONFORM TO THE AND ERECTION OF SUPPLEMENTARY STRUCTURAL FRAMING BUILDING AS CONSTRUCTED AND TO FIT THE WORK G. SWITCHES= REQUIRED FOR ATTACHMENT OF HANGERS OR OTHER DEVICES DRAWINGS. I. ALL FLUORESCENT LAMP INCLUDING PL SHALL BE 41K COLOR OF OTHER TRADES SHALL BE INCLUDED IN SUPPORTING ELECTRICAL EQUIPMENT. RIGIDLY MOUNT ALL E. RELATED WORK TO BE COMPLETED BY OTHERS= CONTRACTOR'S CONTRACT AND INSTALLED WITHOUT I. WALL SWITCHES SHALL BE LOCATED AS INDICATED BOXES AND PROVIDE WITH SUITABLE SCREW FASTENED COVERS. TEMPERATURE, G.E. OR APPROVED EQUIVALENT. ALL EXTRA COST. ON THE DRAWINGS, ARRANGED SINGLY OR IN GANGS PLUG OPEN KNOCKOUTS OR HOLES IN BOXES WITH SUITABLE LAMPS SHALL BE 7-8 TYPE, UNLESS SPECIFIED OTHERWISE. I. TELEPHONE SYSTEM WIRING. AND AT THE HEIGHT SPECIFIED OR INDICATED AND BLANKING DEVICESPROVIDE ALL LAMPS AS INDICATED ON THE LIGHTING FIXTURE 4. PERFORM ALL WORK IN COMPLIANCE WITH ALL SHALL HAVE PROPER COVER .S WITH FINISHES SCHEDULE, OR AS RECOMMENDED BY THE FIXTURE MANUFACTURER. 2. COMPUTER SYSTEM WIRING. APPLICABLE SAFETY REGULATIONS INCLUDING OSHA SPECIFIED HEREIN. SWITCHES SHALL BE AS 2. CENTER ALL OUTLETS WITH REGARD TO PANELING FURRING 3. TELEVISION SYSTEM WIRING. REGULATIONS. FOLLOWS UNLESS OTHERWISE CALLED FOR ON AND TRIM. SYMMETRICALLY ARRANGE OUTLETS IN THE ROOM. 2.ALL FLUORESCENT LAMP BALLASTS SHALL BE ELECTRONIC DRAWINGS OR 1-EREINAFTE12 SPECIFIED. TYPE WITH MAXIMUM 10% TOTAL HARMONIC DISTORTION (TND). SATISFACTORILY CORRECT OUTLETS IMPROPERLY LOCATED OR 4. TEMPERATURE CONTROLS AND THERMOSTAT WIRING. 5. COORDINATE ALL WORK WITH OTHER TRADES PRIOR INSTALLED. REPAIR OR REPLACE DAMAGED FINISHES. TO ANY INSTALLATION. A. SWITCHES, 20 AMPERES, 120/277 VOLT SET OUTLETS PLUMB AND EXTEND TO THE FINISHED SURFACE 3. PROVIDE ALL EXIT AND EMERGENCY LIGHTING AS REQUIRED BY F. DEFINITIONS - AS USED WITHIN THE CONTRACT SPECIFICATION GRADE, QUIET RATED= BY OF THE WALL, CEILING OR FLOOR WITHOUT PROJECTING BEYOND APPLICABLE CODE(S). DOCUMENT= 6. PROVIDE CODE APPROVED CLEARANCES AROUND LEVITON, EAGLE, HUBBELL, OR PASS SAME. I. THE TERM 'CONTRACTOR' SHALL BE UNDERSTOOD TO ELECTRICAL EQUIPMENT. SEYMOUR. SWITCH SHALL BE WHITE. SECTION 16700 - COMMUNICATIONS MEAN THE ELECTRICAL CONTRACTOR OR ELECTRICAL 7. COORDINATE STAGING OF MATERIAL WITH BUILDING H. RECEPTACLES= C. FIRE AND SMOKE PARTITION PENETRATIONS= SUBCONTRACTOR. 1.01 DESCRIPTION MANAGEMENT REPRESENTATIVE AT TIME OF BIDDING. I. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH ALL I. RECEPTACLE SHALL BE LOCATED AS SHOWN ON THE 2. "CIRCUITRY' OR "WIRING' SHALL MEAN ANY DRAWINGS AND AT THE HEIGHTS SPECIFIED OR FIRE RATED CONSTRUCTION AND INSTALL HIS WORK SO AS TO A. WORK INCLUDED= ELECTRIC WORK. 2.05 FIELD OUAL 1 TY CONTROL INDICATED. RECEPTACLE AND POWER OUTLETS MAINTAIN THE INTEGRITY OF THE FIRE CODE RATING. MAINTAIN 3. 'PACKAGE UNIT" SHALL MEAN AN ITEM OF SHALL BE OF THE GROUNDING TYPE SPECIFICATION RATING OF FIRE RATED AND SMOKE RATED CONSTRUCTION. 1. EMPTY BACKBOXES AND CONDUIT SHALL BE A. TESTING SLEEVES SHALL BE STEEL OR PRE-MANUFACTURED SLEEVES FURNISHED AND INSTALLED BY ELECTRICAL EQUIPMENT HAVING ONE OR MORE MOTORS OR OTHER GRADE AND AS MANUFACTURED BY HUBBELL, GENERAL SIMILAR TO PIPE SHIELDS, INC., FOR BARE PIPE THROUGH FIRE CONTRACTOR. ELECTRIC ENERGY CONSUMING ELEMENTS INTEGRALLY 1. AFTER WIRES ARE IN PLACE AND CONNECTED TO ELECTRIC, PASS � SEYMOUR EAGLE OR LEVITON. WALLS AND FLOORS MODEL WFB DFB OR QDFB. FOR PLASTIC a FACTORY MOUNTED ON A SINGLE BASE, COMPLETE DEVICES AND EQUIPMENT, THE SYSTEM SHALL BE RECEPTACLE SHALL BE WHITE PIPE USE TYPE WFB�WITH ONE INCH THICK CALCIUM SILICATE 2.01 TELEPHONE 5N(5TEM/COMPUTER SYSTEM WITH ALL ASSOCIATED CONTROL DEVICES AND TESTED FOR SHORTS AND GROUNDS. ALL HOT WIRES, INSULATION ENCASED IN METAL SLEEVE EXTENSION TWO FEET INTERCONNECTING WIRING. IF SHORTED OR GROUNDED, SHALL BE REMOVED AND I. SWITCH AND RECEPTACLE PLATES= EITHER SIDE OF FIRE RATED WALLS OR FLOOR. SEAL ANNULAR A. TELEPHONE SYSTEM GROUNDING CONDUCTORS= FURNISH A G. PERMITS= REPLACED. SPACE AROUND CONDUITS. FOR FIRE AND SMOKE RATED #6 AWG, COPPER GROUNDING CONDUCTOR FROM EACH 1. PLATES IN FINISHED AREAS FOR SWITCHES AND FLOORS, WALLS AND PARTITIONS, USE UL LISTED MATERIAL TELEPHONE SERVICE EQUIPMENT TO RESPECTIVE 1. OBTAIN ALL PERMITS AND PAY ALL FEES REQUIRED 2. ALL METERS, INSTRUMENTS, CABLE CONNECTIONS RECEPTACLES SHALL BE WHITE. IDENTIFY ALL DEDICATED THAT MAINTAINS FIRE RATED WALL AND FLOOR INTEGRITY SIMILAR ELECTRICAL SERVICE GROUNDING ELECTRODE SYSTEM. FOR THE COMPLETE ELECTRICAL SYSTEM. EQUIPMENT, AND APPARATUS NECESSARY FOR MAKING CIRCUITS WITH A LASER PRINTED ADHESIVE LABEL INDICATING TO RTV FOAM, DOW CORNING 'FIRE STOP' OR PIPE SHIELDS, ALL TESTS, SHALL BE FURNISHED BY THIS PANEL AND CIRCUIT NUMBER. INC., MODEL WFB, DFB, OR QDFB. FOR NON-RATED WALLS B. TELEPHONE/COMPUTER CONDUIT SYSTEM= FURNISH AS INDICATED ON 1.05 QUAL 1 TY ASSURANCE CONTRACTOR AT HIS OWN EXPENSE. J. ELECTRICAL CONTRACTOR SHAH PROVIDE ALL ELBOWS, AND PARTITIONS, USE MINERAL OR GLASS FIBER INSULATION. THE DRAWINGS, INCLUDING THE FOLLOWING= L A. QUALIFICATIONS= 2.04 ADJUST AND GLEAN CONNECTORS, ETC., AND INSTALL OUTLETS COMPLETE. SECTION 16400 - SERVICE AND DISTRIBUTION I. TELEPHONE SERVICE CONDUITS FOR UNDERGROUND I. MATERIALS AND EQUIPMENT SHALL BE NEW AND A. CLEANING EQUIPMENT, COMPU=TED WORK AND PREMISES= 1.01 DESCRIPTION SERVICE. SHALL CONFORM TO N.E.M.A. AND UNDERWRITERS AFTER THE COMPLETION OF ALL INSTALLATIONS EACH K. LIGHTING AND APPLIANCE PANEL BOARDS= 2. OTHER CONDUITS AS INDICATED ON THE DRAWINGS. LABORATORIES (UL) STANDARDS IN EVERY CASE, SYSTEM SHALL BE THOROUGHLY CLEANED TO REMOVE ALL I. PANELS SHALL BE TYPE INDICATED ON THE A. WORK INCLUDED= FURNISH #14 AWG SOFT IRON PULL WIRE OR HEAVY WHERE SUCH STANDARD HAS BEEN ESTABLISHED. PAINT, OIL AND OTHER FOREIGN MATERIAL. CONTRACTOR DRAWINGS WITH MAIN LUGS MAIN BREAKERS, NYLON CORD IN EACH CONDUIT FOR PULLING THE ALL EQUIPMENT OF SIMILAR TYPE SHALL BE OF THE SHALL ALSO CLEAN ALL FOREIGN PAINT, GREASE, OIL, BRANCH BREAKERS, SPARES AND SPACES AS I. CURRENT TRANSFORMERS CABINET. TELEPHONE CABLE TO EACH TERMINATION POINT. SAME MANUFACTURER. DIRT LABELS AND STICKERS ETC., SCHEDULED.FROM ALL FIXT�JRES, EQUIPMENT, ETC. THE CONTRACTOR SHALL 2. MAIN SWITCHBOARD. B. REQUIREMENTS OF REGULATORY AGENCIES= REMOVE RATIONS ISHF120DT8121S ETC. ACCUMULATED FROM 2. PANELS SHALL COMPLY WITH U.S. FEDERAL 3. A COMPLETE DISTRIBUTION SYSTEM. I. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE SPECIFICATION WPI15A, TYPE I, CLASS 1. M WITH THE NATIONAL ELECTRICAL CODE (N.E.C.), 2.05 APPROVALS CURRENT EDITION AND ANY AMENDMENTS TO THE 3. ALL CIRCUIT BREAKERS SHALL BE BOLT-ON TYPE. NATIONAL ELECTRICAL CODE MADE BY THE LOCAL A. OBTAIN ALL PERMITS AND APPROVALS FROM THE CODE OFFICIALS. GOVERNING BODIES WHICH HAVE JURISDICTION OVER THIS 4. THE ELECTRICAL CONTRACTOR SHALL BALANCE ALL PROJECT. CIRCUITS. ALL CONDUCTORS SHALL BE CONTINUOUS 2. WHERE APPLICABLE, ALL FIXTURES, EQUIPMENT AND WITHOUT SPLICING FROM LAST OUTLET TO THEIR MATERIALS SHALL BE AS APPROVED OR LISTED BY 2.0 IDENTFIGATION AND TAGGING TERMINALS IN CABINET. �� THE FOLLOWING AGENCIES= 5. CONTRACTOR SHALL PROVIDE A DIRECTORY OF �£4� ' y- � `Fg 77F ` D A. FACTORY MUTUAL LABORATORIES. A. IDENTIFICATION OF DISTRIBUTION SWITCHES OR CIRCUIT CIRCUITS FOR CABINET. DIRECTORY SHALL BE t 9 BREAKERS INDIVIDUALLY MOUNTED OR OF PANEL BOARDS B. NATIONAL FIRE PROTECTION ASSOCIATION. TYPEWRITTEN DESIGNATING ROOM OR EQUIPMENT AND SHALL BE BY MEANS OF ENGRAVED LAMACOID NAMEPLATES C. UNDERWRITERS LABORATORIES, INC. (UL) PERMANENTLY FASTENED ON THE FRONT FACE OF THE CIRCUIT NUMBERS, INCLUDE ANY EXISTING CIRCUITS D. NATIONAL ELECTRICAL MANUFACTURERS HOUSING, SHOWING 1/4' HIGH WHITE LETTERING ON A WHICH REMAIN. _ ti Q - ASSOCIATION (NEMA) BLACK BACKGROUND. PROVIDE ALL PANEL BOARDS WITH 11/21/14 B�� AG(f r {: ?� ATLANTIC BEACH, FL E. AMERICANS WITH DISABILITIES ACT (ADA) TYPEWRITTEN DIRECTORY. 3901 SPRING HILL AVENUE REV. DATE DRCHK DESCRIPTION r; ELECTRICAL SPECIFICATIONS MOBILE,ALABAMA 36608 (251)344-7073/FAX(251)343-9179 DOCUMENT CONTROL PROJ. NO. 615114 DWG. NO. 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T�, 9r ,r ,.. ,_rz :;::r•a E dTa ;:;.>+ a,.,1 ,».ra;*t •,, dzsckt'a:f6 7,Y.r.'t^caN. 6-.'°tai r7i s,':>x+;r;d'¢.s 4.C's e�rag ,1� ,.r LEJTEOEU �t(�[ ..._._ _ _ #s,>eT '1 (14 If #>w , s'f'< m,$� tier sa f h-rTk .,i"ic.,. p \\��J t 4-;'A i0.-, i, tyf F ,, .',a,P Ar sxa�,ft u.ns::r;i #1-%"- /j\//1�� //�j�I ��1I�r\�/ L .f',>_r?. 4,-„Ar' rtt 4 .fie trot' alai J �...d 47 '�- - 1 v �IOrI rt .d"y..,>e Ha_est sj,d b.-H9lf -4' REACH-IN FREEZER/COOLER SHEET 1 OF 5 REACH-IN FREEZER/COOLER SHEET 2 OF 5 REACH-IN FREEZER/COOLER SHEET 3 OF 5 REACH-IN FREEZERZOOLER SHEET 4 OF 5 REACH-IN F_'EEZER/COOLER SHEET 5 OF°S &11113 1 � � ,,% a s # CEi -i's 3 �u��El 1 Pit � 9 E 1 � /' /' f� T --- - NSF International ��-I le"I 13 1 ami 0,010 Iftpft.C,*,04 a S L/ I I l/1�T 1 ONS 1 A3€¢321 %ttLGa F"”"s NATIONAL GOOLER PREFABRIGATION RciXiNUFS � e�EE ► ,f Orr FREEZER 3 1/2" » Y, /r11 _E, 7T9� GONSTRUGTION : COOLER: WALLS : 3 I/2 FOAM—FRAME (T 6), NATIONAL COOLERm. flit SfLVGtft#t3 I��LK-I NRZR/GOOLR UNIT Plm[t t 54NDIMAS,CA '' , r 0 tAt c I--" ''E t s POLYURETHANE F-I-P EXTERIOR INTERIOR COOLER ap .,{S CV 1YLYINr W tN ANSV:i"SPI. ' W "' 0 C-4 ' i � TOP5: 4" FOAM-FRAME (T 4 6), POLYURETHANE F-I-P -0 o°:;' ;;'<,: b" ALUMINUM o' �,;o� .� PRODUCTS a EARI C N"}e SSP OFHOAL LISTINL:.nitE R : f trig(. 4 �" »-G O'__ G <.,` Ci v t.i G F3ksaltel tt c .' ..c.: ° ') o.., r ° o,; O ntmloR,Yro rr>aeAR Rte�sF M.{Rx. 4 _ t" - FREEZER: WALL5 : 4 FOAM-FRAME (T 4 6), -; COVE BA5E EXTERIOR t;,.,° t, G INTERIOR PE3 f 1�1 � " 3r POLYURETHANE F-I-P Y °t t ° FASTEN WALL J WALL) ' W/ J ALUMINUM COVE BASE Stt4CE5E L}F {� r z u n n a o 6 I 'lam TOPS: 4 FOAM-FRAME (T 4 6), POLYURETHANE F-I-P o PANEL #8 TEK. SCREW PANED FASTEN W/ v o t;Lc �n las<C Pi c(t"R � J ,.rJ ° J''G-r`-o-o m 0 = __ k Oir ,I— � f FLOOR: 4" FOAM-FRAME T 6 WITH ONE I KEY-WAY •'JG R - ,° ,G� R E _,..,. ,..,.... I aE.u » , r / E It ( )r () ° ,° ° ® 23 O.G. J G t; t '° #8 TEK. SCREW 23 O.G. 1. OF OR FLOOR r _ — .nw. - y r*, rYF00; Af RE W/ n,°x'»b y »w ar (� f�Btf F FINISH : 266A SATUGGO 6ALV. STEEL �TERIOR BUTYL x GON °° SECURE PVG 5G BOTH SIDES " J REMMIN6TON G(?O - ° P r fcaF % ;' , ,. ..,? r 266A STUCCO 6ALV. STEEL EXTERIOR ! BUTYL x CONT. a✓�°-fl�`° 3I4"Q� WAHSERED 266A STUCCO 6ALV. 5TEEL EXTERIOR FLOOR bd COMMON ., X, (COOLER 4 POWERFA5TENER .300(P HEAD .0625 ALUMINUM DIAMOND PLATE INTERIOR FLOOR 12" O.G. ,FLOOR/ FREEZER) 51ZE It .1444) 5HANK ® 24 OVER 0.032 5TUGGO ALUMINUM FINI5Ff " f' \ F(L x CONT. CONDENSING GONDEN51N6 AGGE55ORIE5 : I EA. — 36" X 78" HINGED, INFIT, 4"THK. FREEZER WITH L_#Ia TEK ' N ' - (FREEZER ONLY) N 12'-6" O.D. COMBINATION i COIL UNIT 4 COIL UNIT HEATED FRAME (3 SIDES), HEATED WIPER 5WEEP DETAIL 3 ® 24" O.G. DETAIL Q (PTN042H(b (PTNO52LbBE) -- AND MAGNETIC 6A5KET 3 -6 COOLER 9'-O" FREEZER7 e_ (266A 5TUCC0 6ALV. STEEL INT. I$ EXT., K-77 ) IAL �(-�I FREEZER/COOLER //`OOLER W l�LK-IN FREEZER/COOLER GONPEh51% GONDEAl5IN6 W/48q 2-Kbl, AND I-KIOg4) �►/ i-„ j'`� N t� V ,""e �/l� - d GO}L UNIT b COIL UNIT *186A 6ALV JAMB (4") - NEW STYLE t'�•7 ABOVE ABOVE I EA. - 36" X 78" HIN6ED, INFIT, 4"THK. COOLER DOOR a �" 10 - WITH MA6NETIG 6A5KET - (266A 5TUCC0 6ALV. 5TEEL INT. d EXT., K-77 Q Q W/48q, 2-K61, AND I-KIOg4) (�..� I a N a II 11 *IS6A 6ALV JAMB (3 1/2") - NEW 5TYLE a I C142 EA. - 44 X 86 PLA5TIG GURTAINS ��;o 0 2 EA. - INNOVATIVE L16HTIN6 ING., EGGOBRITE MODEL (2) #14x2" TEK SCREWS O (ANGLE TO WALL) DOOR 2x4 DOOR #740-5224-1, 46 IN LEN6TH) ZZ N �� N o o PANEL 5PAGER CD r " ( ( I 2 EA. - POWER 5UPPLY, REGULATED GLA55 2 60W/12V, 5EGTION O MODEL #750-ggg5-1 0 2'-8" 3)-2" 2'-6 0 4 EA. - MOUNTING CLIPS 750-gg10-I �_ - C' � I ( I 5 EA. - SMALL 2X4 BOX (ANG�"�O FLOOR) NGHORS co T I I # SECURE DOOR SECTION 1/2"xl I/2"xb"Lg. Ibba I � 11 1/2 (N 2 EA._ WIDE PVG J BOX (PSCC 58240) 5TEEL ANGLE EA. LEG OF DOOR 5EGTION (�� I EA. HEATED AIR VENT (#1530) In OO�� `" I EA. - OPENING FOR PRO 3 UNIT (PTNO42HbAE) NOTES : O �J o 4 __� �__ - I I I — IEA. - OPENING FOR PRO 3 UNIT (PTN052L6BE) LAG DOWN TOPS (PRE- DRILLED HOLES) � � A T�� i I I A�J/- T1�1 Z L7/COO I EA. - INTERIOR RAMP (2q 1/2" DEEP; 3/4" PLYWOOD, PVC SCREED - COOLER x-41 Wf-4 l� 1�V tom/ 040 SMOOTH ALUMINUM) PRE-DRILLED HOLE-5 ON FLOOR PLATIN6 GENERAL NOTES: 6'-6" 3'-0" 3'-01. 2 EA. - PRE-WIRED WEI55 ALARM W/4 1/2 METER 2-WALL GL05E OFF5 Ili I. THE PROP05ED FREEZER/GOOLER UNIT 51ZE 15 INDICATED ON FLOOR PLAN. SIDE ELEVATION PROBE 62 2. ALL WALK-IN 4 MERGHAND151N6 UNITS ARE SELF CONTAINED AND DO NOT REQUIRE A FLOOR DRAIN. /—I I" PLAN VIEW - MINI FRONT ELEVATION - MINI - MINI 0 �TO E►,� 3. INSTALLATION OF THESE NSF, ETL UL LISTED UNITS SHALL COMPLY WITH ALL STATE AND LOCAL CODES PER APPROVED PLAN5. i I I _._._..^.----- - -_-. _.,__.______..____.._ ._.__.__tion.___— ____-_.-_.--_.�_ - A grand of Heatcraft Refrigeration Products -- ------ Awand of Heat raft Refrigeration Product g i A Brand of Heatcraft Refrigeration Products A Brand of Heataaft Refrigeration Products I 2175 West Park Place Boulevard 2175 West Park Place Boulevard 2115 West Park Place Boulevard I i 2175 West Park Place Boulevard PTN042H6AE Stone MouIstain,GA 30087 PTN042H6AE PTN052L6BE PTNO52L6BE MStone Mountain,GA 30087 Stone Mountain,GA 30087 Stone Mountain,GA 3D087 ' I 800.537.7775 ( 80U.53Z7775 800.537.7775 I 800.537.7175 :tear,t.Xx-Li,tkiaaC}s..3 www.thecold5tandard.com igtl www.thecoldstandard,com i . www.thecoldstandard.com LOW vokao www.thecoldstandard.com >H Win;u.F. y -- --_ - -- — .. --— -- --- ------- __ ____ _ _ _ _--_ ___ - __ .tint. ._ ___. __-.____008 j Pro ect: Dollar Tree QUOTATION: UN201008300g2532 Item N4.1 , - � s - - '-� Protect: Dollar Tree QUOTATION: UN20300830080602 Item Novi �� t� �se,ONLY � Project: Dollar Tree gU4TAT',Oh: UN20L00830082532 Item Np:1 i Fmli . Dollar Tree , QUOTATION. UN20100830080602 Item No:i rF RtEt P01t1=r trdi.".e Lou3tiun: Subrmt"'u'uy, tarry Norton j lotaUon: Submitted hy; tarty Norton I Lacati«s , I SLlxmttea by. Larry Norton ; LOCatlon: , Submitted by tarry Norton iN V - 9Ea custumer-. Hill Phoenix Walk in Division DATE. 8/30/2010 Custom==-r: Hill Phoenix Walk in Division DATE: 8/30/2010 I Customer. Hill Phoenix Ntaik in Divrst4n i OATS: 8/30/2010 I Customer. 1011 Phoenix Walk In Division OAT E: 8/30/2010 __ _._. _.......-I......� ..............�.............. 44KX €tttloval"ti E ( Identity x: 0 Por Record y identity _ .FJ for Record By: I_dentit a: lder"hy#: _ _ _ _ '�] For Record D y:- _ ._.- _ _ _ y - - --_.... -- -_-_. 1`29 For Record By: ___ -- Ta�: L7 ForA _.,_.. V: 7a i 't o« total Date: Tag : Far Appravai Date: Tag ❑For Approval Date: Tag: , pprcval Date; 8: App "i: WALK-IN (Ou R (�qz) � PHYSICAL&ELECTRICAL&CAPACITY DATA STANDARD FFATURES eah,r•et&r",i,". cnom -'r & -ft LE`ft W © O PHYSICAL&ELECTRICAL dt CAPACITY DATA Y _-,,, : Cabinet&C wuction: . .p,,t 1"'d ECOBrite5650K POWER To mount ueu I xgh ma orux rdl Rash larnixc __.-__ .. _. .. ....... ..._..__... ....._ ._...-...___.tint_.__..___ ._._ Tcp mount design'aaiN evepwat 'u.n to rel t� flettre-.c Controls`or accurate to perorate tonvol •Conder saM er afxxi pay �o«ar.-I ine •� I I D e P d g ,,.,,�,,,., o POWER , 9mdllnedrie x mndamann rgerabmetmodNar� Walk tt � rGuide APPROX. APPROX. tt I EVAPORATOR i SUPPLY Unit P1EM1A E Elettromccontraft forceurate temperature ton4d •ca,nderua, ev,ponhnn Pan.nodrain Pae EVAPORATOR SUPPLY 1 ; Unit NEMA Sysre."fact«yassecoded,evacuated,charsed,runtestedard • Uutdoormodeis- €€ ' REFRIGERANT MCAT 1 MOPE NET E ALTI TtJOE. t.iqua-linedNn onmediummdiargecabinatmede,S 1 REFRIGERANT MCAt E MOP�t : NET i ALTITUDE M,ad-no piping or base mrnponents to i"alI a111..�I\��7 CFM Volts/Ph/ j Amps Receptacle I V ' WEIGHT' Systcvn is l,ctnry assembled ted,chargM,run tested ant, Wtdcpr mode'=- CFM i VOIts/Ph/ i Amps Receptacle r dhom hex 7g vg :vmmvm Cab,et panels are rahr'.c e a ea' •Weatherb-d -__ i Ht __ �- i _� Ynred-no ViRlnt of!apse p sio install H2 ___-„ .._ _ _ ___ _.. ... ._._.__ <'-Year goduct,varra,•ty +Crankcaseheater EIG R404A/n507 340 __T 11511/60 11.3 1.S 9.3 5-20R 92 i 0 cab�netDanelsarefandcatcaframhoe,y-;augealuminum •Weathetiwod k 208_ - I •Drainlineheater _.- .__.__...._._...._......__............._............_L....__.........................................._.__.._._._ „_.. ,..._ . z-yea,Predpctw'arramy crankcase heater R404A/R507 900 184 20 15.3 6-20R W27-5 0 rens: Q LMCA<Mm nwm rrccd A,npaolty 230 T 60 a g <Dram lineieatr /./ m 'd ...._,____�_ - -- _ ,�_ 4 Dlr .dery '— er elan mat6rs ._.-._.- _-._ _-..-_._.._._ tMfP-Man num Ovuacurrz n.Vratecncn ., »...... ,,, ,,,, .,,.»,,.,,,,»-,...,» ,..».».. ..,» ..,.. ,._,,, «.. .,»,» .__._.____,_.,____._...,. .., tins: •Fx,c lin p J r „-... [ MCA-t°InImLm Crcu:tAm adt '' ,"•_",•...,•, ,,.,,..,•,, _ Yc a YSCfenmotors.'nxthcondens,nRunluardecape E � CAPACITY(BTUH)at 95'F Ambient Ouectd.1-Un novas tMDi' Maumum Ove>mrrent pmiedwn ECnvaPnratorfm mat«sore oocor;ai r ( : (€ Emxnnatts hYeragz " ��( __- .,„ ........ vScfaq•nomrslnbothcercensinRunOsandwapor ' 1 CAPACITY(BTUH)at95'FAmhient i 1 MatEfsbarat[EDs Cf(f" i f9fOrf@"iP Effitaty" SeEvEtat[f@ EE4RNFtHibRS „»-.,- Wifgfat ».,,.,»EtOfVoWage Ir4td4Chtietrt Etfet}yiaffS j EhjftfG"tpet" _ —�.- ...... r _. +35'f fto4m +38'F Koom C'F Room -10'F R4nm -20'f Ranco ' j , ..- ___ ____ __�--..._.___ EC eY>Poralor fan mc's,rs ar"optional 1 4360 4570 0 i 0 0 n +35'F Room +387 Room 0•P Room -10'F Room .2Fi'F Room 1 opnoNS 2J•75"L -£-- ......._........... .................... OPTIONS I Moxnted OPtl9ns: lA��-SZ72 i 73 56501E 6D+E[Rt1Y OW ETS `' ._, .__...___._.-__-__...................... _ .. ..__--_..-.._ 0 D 70D0 5360 E 3910 , _ _ ._ .. .. .. __. I F i2Ek> .8� 9b 68xERt Mounted Opt oar, i None.__ ._. ._.. ...._ _...............____ __...._ ........! I - E 94"5'1 £ 3 E. __- Shi loose Options: EB. � j 4nnn _. —- . ........._..__...._ --„.__.....,,_„- _,,,,,,,,,,,,,,,,,,,__„ _,•...__,,,_,,..__„_,_ ,,,_,_.,,_,_._._. __.._._ tint—.--___. ' -.�._.-_ ...._ ..._.. -� R .._3 _ € Noon __. --._... $t3,IS°I _ . ,.,.. ,.,.,{,.... 11 >., ,``.""".": : Ship loose '__._.- i ar - i p options: ._ _...._ _ i 4?52?$-} } 73 5&50K titin __.I-... sU I - --...._:__.._„_..-._. ..... ......... ..__.” i MINiMVM UNrf CLFARANCES 7 60.41mJiy s tts , 2311iS 3I iE} �.tF I,. sT i- �JJ{E It :. : NOnC -� ( i.. : =- ice-. _.. .........._....._.._.._ __..-_.. .. .__..____...__ -__- .__..._ ,. , .� c y, 1.Z D a,+� L .... .. ' �� l+kf'1V .nee.:'. r•xn: ay.••.xa .. ...... , I o Ci : -. E ! .r..,,. u.;g' I t N N ti+ .... _ , i xv.•arm ::_...._... :ycs..._ .. c...'-<". "._.{, a MNIMVMU IT CLEAM Lf5 : 1 -.:::...:-: _ E.-. ...................„{ ,.............: _.............. ,,..__, .. ...,_.,... _ ..........._.........,.. ...... .... ........._.. .............,..... Y11- r r G L US M,w r`&v,i �� L US W r u - a 1 I ! J .” 3 M -1, `” 74}52x61 t8 7J SbStiK 6E1,4ItntW 80,404trs 7.9�°W J.{Ehs 121n}: Z.4A ZF.Bt 1995kn15 w: F. . . J`"aR° Msi a"vin 1.2 _ _. _. y -. x _._.._- -_ _ _ - -_ L •.- _.,,.. ` ) Y ._....._>..-_T._ C •xse ,C,42?4x daft:ti,,W4:k£08iwY� l,f,loll<e"d Aae.55+s£-.%t fi4.w,£ .. C_.._"___._.__; _s..;_»...- _-.»_..__-------,_._r z�, E ±sA ..Y , .row.;,, It---E----� �___,._—__. -'I ,.s,a'p �1IPP iearaxe '+, 1 F _ °E tloaa� t� F �n —A mow” _ __ !q _.._-�___-_._-.._,_.,_._. __..._.... _........... ..........__.-....... Q -- _DIMENSIONS,{inches} _ i This IS a critically Charged.System and A 8 C_-_I_D E F } G H rl. K re Uifes d7 oz Of R404A refrigerant stoat DIMENSIONS(incites) This is a critical) charged system and i q g a B C D E P G H !i K requires 14.5 oz of R404A Refrigerant .52 42(19 4 24.75 38.25 1 r V 281 2 1. __ 15.3(--1 1.141 20.4 _ DIMENAONS(inches) 0 -k 3: � DIMENSIONS(inches) 47 0 _ L M N,P P s;-r u!v w; Power Supply Mounting Clip a •O L M N.Is R S T U V W L L ___ __ _!_ ACCES)R}E5: RegoldteftCEa532b0YaI12V T54rN1U1 �,_, ; 4/ SST=Saturated Suction Temperature 750-9995-1 SST=Saturated Suction Temperature P_... C STANDAADFEAIUKES : ,.,...__.. ..._-.___,...._,,,,,,,,,,,,,+�..rr._..__,..__....._._.-,.,,____ ...-...,_......._......______.__. .__ ,-...... ._.� _____.__.._ .._,.-.__ __�___.____. - Page 1 of 2 ---_.-_-_---_ -_._-page 2 of 2 -----------.---._---- .__-.... ..._ page 1 of 2 -- ------ --- Page 2 of 2 'NN� A 1T1C�. SII, � I . : 1W PO Box 366,109 Ptpglessive Ave www.innovatiiiellot.com i Roland,�tva50236 fleLcd6RteeGmdaxikgeare4TadEmlitattRnwattetkti9ylot.{ntatmn(z6yktetiatctkr r 7 SDO-949.48Mfax 515.388.5549 t4aVEwdrOWrItKeAllMUR5aMdesitrt6tInput Valreeswtlenncv5ure4afxhiUGDrakuy€ordliR"s � �I � Dl� I 3rs0t-011 i WALK-IN COOLER SHEET 1 OF 2 [j WALK-IN COOLER SHEET 2 F 2 'WALK-IN FREEZER SHEET 1 OF 2 QI WALK-IN FREEZER SHEET 2 OF 2 EFOR R��R�NG� ONLY I I ENERGY MANAGEMENT SYSTEM NOTES: I. GENERAL CONTRACTOR'S RESPONSIBILITIES: a. Read Dollar Tree Documentation Package and distribute to mechanical and A. TELETROL SYSTEMS INC. WILL VERIFY THE PROPER OPERATION OF THE electrical contractors. b. Coordination with the electrical and mechanical contractors to be present during the FOLLOWING ITEMS BY EXERCISING THE CONTROLLED LOAD. entire remote commissioning for a two-hour period,via telephone,for a complete a. If any end unit(e.g.lighting, roof top unit,supply air fan)cannot be operated for commissioning of the EMS as deemed by Teletrol Systems Commissioning Agent. mechanical or electrical reasons,Teletrol Systems Inc.will verify the proper --—-- L T operation of the control devices(e.g.contactors,discrete 1/O)leading up to the d - � CONTROL SECTION -_ CONTROL SECTION -^ CONTROL SECTION -- CONTROL SECTION C. Remote EMS commissioning shall be scheduled 24 hours prior to requested commissioning date.Contact Teletrol Systems Inc.,at 615-495-1963,and submit unit. z +-' 'r- survey — survey for scheduling of remote EMS commissioning. b. Timed operation of lighting loads-employee, customer,parking,and signs. ,^ � O I c. Outside light level control of lighting loads-parking,signs,and security. (✓) 1` i d. Confirm that the mechanical and electrical contractors have completed the Teletrol 4— M Survey form. Confirm Teletrol Survey form is FAXED/EMAILED to Teletrol National d. Operation of HVAC unit heating stages,as indoor environment allows. O I Account Team at(603)645-6174 or Teletrol.surveys@philips.com. e. Operation of HVAC cooling stages,as indoor and outdoor environments allow. _ i I I I I f. Verification of HVAC unit sensor readings-space and supply temperatures. W .�RTU-1 RTU-2 RTU-3 RTU-4 _7 g. Timed override operation of lighting and HVAC loads. /^ I I I V V II. ELECTRICAL CONTRACTOR'S RESPONSIBILITIES: (✓J L L I I a. Provide labor and installation material,as required,for a complete and operational h. Operation of phase loss monitor HVAC load lockout. DT Teletrol Systems Inc. EMS for this Dollar Tree Stores location. L CO2 level on Sales Floor I I b. Receive and store all Teletrol Systems Inc.material in a safe and secure place until II. MECHANICAL CONTRACTOR'S RESPONSIBILITIES: J E I RA SA SA RA SA RA SA the EMS installation has been completed. E � a. Provide labor and installation material,as required,for a complete and operational O C. The following equipment will be supplied by Teletrol Systems Inc.,and installed byRA V U the Electrical Contractor: Teletrol Systems Inc. EMS for this Dollar Tree Stores tenant space. type b. Mechanical Contractor shall verify number and e of roof top units against the I. 1 Outdoor Light and Temperature Sensor Assembly(OSA) CD C I I I I I I ii.1 Lighting Contactor Panel(IFP Panel) design and report discrepancies that cannot be resolved in the field to the Teletrol w CU I I I I ( I I I Operations Manager @ 615-495-1963 for further instruction. _J N CC iii. 1 Manager Timed Override panel (V G I I I iv. 1 Seven Foot Ethernet Patch Cable(CAT5) c. The following equipment will be supplied by Teletrol Systems Inc.and installed by w I i I d. Review the entire set of plans,perform a job site survey and inventory the Teletrol the Mechanical Contractor: 1 1 1 Systems Inc.equipment to ensure the proper equipment has been ordered and i. 4 Remote Duct Temperature Sensor( ii.4 SimpleStat Thermostat Controllers received for a complete and operational Teletrol Systems Inc.EMS. P I iii. 4 Remote Space Temperature Sensors e. If any material is missing or additional equipment, (e.g.lighting contactors)is 1. Pleas refer to Down Rod installation' I men i e o dInstructions for correct placement i I I I I I I i required, immediately call Teletrol Systems Inc.at 61595-1963 to request an order. P I f. Electrical Contractor shall verify number of roof top units and number of controlled of Remote Space Temperature Sensors. P p lighting circuits against the design and report discrepancies that cannot be resolved iv. 1 CO2 Sensor I d. The following services will be supplied by Teletrol Systems Inc.: I I I I I I I I I I in the field,to the Teletrol Operations Manager @ 615-495-1963 for further I instruction. i. Equipment shipping to the job ------ ------- ----------------- -------- ----------------- -------- --------------- g. All EMS cables are to be installed per National and Local codes. It is the Electrical ii.Preprogramming and downloading of Teletrol Systems Inc.equipment. i iii. Telephone technical support at 615-495-1963. I I Contractor's responsibility to determine If national and local codes permit class 2 iv. Remote system checkout with installing contractor (SIMPLESTAT RTU CONTROLLERS MOUNTED I N cables to be installed exposed within the building structure or if a full conduit system I I SSC SSC SSC SSC is required. e. Amended stores only,provide credit back to Dollar Tree Stores Inc.for any ®. I ' ---�- --------- 1�--------- --------- 1( --------- --------- -- ------ I ELECTRICAL ROOM/AREA ADJACENT TO equipment and/or labor that has been omitted from the original bid as a result of I I I h. EMT connectors and bushings are to be Installed at the top of every conduit sleeve the EMS installation, i.e.;contactors, relays,thermostats,etc. F L_ J EMS IFP PANEL SHOWN BELOW) to protect EMS cables from abrasions. All cables are to be clearly and distinctly If. Perform all work in accordance with all national,state,or local codes for this �— �— — -r——————— labeled at both ends. (RE: EM 3 SIMPLESTAT MOUNTING DETAIL) L Perform all work in accordance with all national,state,or local codes for this project. project. I I g. Coordinate the EMS installation with Electrical Contractor to avoid any j. Coordinate the EMS installation with the Mechanical Contractor to avoid any 1 1 interference that may delay progress during construction. NINO interference that may delay progress during construction. h. Install 18/8 cable(MC Supplied)between the SimpleStat Thermostat module and C i I + +------ p g k. Furnish and install all required conduit, boxes,wire ways,fittings,straps, hangers rooftop unit.Terminate R,G,Y1,Y2,W1,and W2 for control of fan,cooling and Q —�— —�- --- and wiring for a complete and operational EMS as required. 1� I. Coordinate with the Mechanical Contractor for locations when running heating.Secure the communications cables to the SimpleStat as shown. Provide (SPACE TEMPERATURE SENSOR) communication and sensor wires. 24VAC power to the SimpleStat Thermostat Module from the roof top unit I transformer. Power to the controller must be off while terminations are made. I I STS STS STS S'T'Sm.Bailiwick shall install an Ethernet cable run from the eSC Controller to the(HUB) I I (RE:TELEfROL CEILING DOWN ROD INSTALLATION under Cash Register#1. Bailiwick will terminate both ends of the cable,test cable L Mount the remote supply duct temperature sensor of each roof top unit.The I I for proper wrong,plug one end of the Ethernet cable into the(HUB)and terminate remote supply duct temperature sensor should be mounted no closer than six feet I , L_ _—_________________ __ ___J INSTRUCTIONS) the other end of the Ethernet Cable into a RJ-45 jack that serves the eSC Controller. from the roof top unit penetration measured along the duct. Install and secure the ----------------------------- -------- -------------- ---------------I supply duct temperature sensor wire(18/2 Shielded, MC Supplied)to the I n. Furnish and install a dedicated 120 VAC circuit for the IFP Panel. i. Label: DO NOT TURN OFF/IFP EMS SimpleStat location and terminate,as shown. I ii.Confirm wiring is completed as per Documentation Package before applying j. Mount the Remote Space Temperature per Dollar Tree Stores location criteria, I I I I power. Improper wiring will cause damage to equipment. i.e.,near zone return air grille and away from supply air drafts or impingement on o. Furnish and install a 3-pole,20 amp breaker/disconnect at the main distribution Ceiling down Rod as shown on Dcllar Tree plan detail. Install and secure the panel(MDP)for phase loss monitor power. Remote Temperature Sensor wire(18/2 Shielded, MC Supplied)to the SimpleStat ' I I i. Label: DO NOT TURN OFF/PHASE FAILURE location and terminate. fl.Confirm wiring is completed as per Documentation Package before applying k. Provide a technician for an approximate 2-hour remote telephone checkout with power. Improper wiring will cause damage to equipment. Teletrol Systems Inc. p. Mount the Remote Override Panel(ROP)in Manager's Office Area,see EMS I. If extra equipment exists after installation(e.g.sensors), inform the Teletrol drawings for details. personnel at checkout to arrange for RA#to return the material. I I q. Connect the Ethernet patch cord provided from the eSC Controller to the RJ-45 m.Coordinate with the Electrical Contractor to verify proper HVAC control during the I I i Teletrol Systems Inc. remote telephone checkout. Provide Electrical Contractor I I I Ethernet jack. If the Ethernet jack is not yet in place,connect one end of the patch I with roof plan layout,showing location of RTUs on the roof.cord to the eSC System Controller,coil and tape the other end of the cord to the conduit for future connection. n. Mount the CO2 sensor per Dollar Tree Stores location criteria, i.e.one sensor in I I Sales Floor area. Install and terminate sensor's signal wires and ower wires as I ' ' _______ EMS REMOTE TESTING CHECI�IST r. Mount the contactor panel adjacent to the electrical panels. Install the lighting circuit g p Q Q home runs from the fixtures straight to the load side of the contactors. Install the shown on EM-4. DO NOT CALIBRATE CO2 SENSOR! FIELD CALIBRATION circuits from the line side of the contactors to each breaker. WILL CAUSE SENSOR FAILURE. • PERMANENT POWERAPPLIED TO BUILDING. o. Install and terminate DCV wires to economizer section of RTUs as shown on 1 1 CO2 SENSOR I. The lighting loads will be configured as follows: • ALL INTERIOR LIGHTING AND LIGHTING CONTACTORS WIRED AND 1. Employee lights:40%of sales lighting and 100%of offices, lounge,stock EM-4. If RTUs do not have economizer section, DCV wires do not need to be (RE: EMI•CO2 WIRING) OPERATIONAL room,and electrical room. installed,but CO2 sensor should still be installed in space. I I I I • ALL EXTERIOR LIGHTING AND LIGHTING CONTACTORS WIRED AND 2. Customer lights: remaining 60%of sales p. Set address and configuration DIP switches on the SimpleStats,as shown in the U 3. Exterior lights:building and pylon signs SimpleStat Installation Note. Once DIP switches are set properly,the SimpleStat OPERATIONAL_ will operate 24/7 as a stand-alone STAT using the following temperature setpoints; 4. Parkin lot lights: ole lights FL———————— • 120 VAC CONTROL CIRCUIT INSTALLED AND WIRED TO EMS-IFP. 9 g P g Q , i I I. Default Cooling Setpoint=72.0°F s. Mount the Outdoor Sensor Assembly(OSA)on the roof top unit that resides closest I I I I • RELAY. o VAC 3cp CIRCUIT INSTALLED AND WIRED TO EMS PHASE LOSS to the eSC System Controller. Mount the device on a 1"rigid riser and'LB'to back ii.Default Heating Setpoint=68.0°F RELAY• of Assembly,3 feet above the roof top unit,facing north,away from the combustion • ALL EMS CABLE AND WIRING INSTALLED AND TERMINATED AS PER THE heat blower and condenser fan. Q I II w I DRAWINGS AND MANUFACTURERS INSTRUCTIONS. t. Electrical Contractor is responsible for installing and terminating the Teletrol • ALL EMS COMPONENTS INSTALLED AND OPERATIONAL AS PER Systems Inc.communication trunk in a daisy chain fashion from the eSC Controller What Breaker Pmsthe eSC n Cpn(�� LL I I I DRAWINGS AND MANUFACTURERS INSTRUCTIONS,INCLUDING THE to each of the SimpleSTAT Thermostat Controls. (see EMS drawings for Panel: CIrcukif I requirements) FOLLOWING:I u. Amended stores only, provide credit back to Dollar Tree Stores Inc.for any I p i I i equipment that has been omitted from the original bid as a result of the EMS What Breaker/Panel owers the Phase Failure Relay eSC SYSTEM CONTROLLERinstallation,i.e.;time clocks,contactors,switches,etc. Panel: C1rrxlit#. Volhage: o I I EMS-IFP v. Provide a technician for an approximate 2-hour remote telephone checkout with i I I i SIMPLESTAT RTU CONTROLLER(1 PER RTU) Teletrol Systems Inc. What Breaker/Panel pwuers the Control Transformer in the Contacfior Panel? i I i DUCTTEMPERATURE SENSOR(1 PER RTU) w.Coordinate with the Mechanical Contractor to verify HVAC control during the Teletrol Panel: Circuitit Systems Inc.remote telephone checkout. 0 REMOTE OVERRIDE SWITCH y p OUfDOORTEMPERATURESENSQR x. Upon completion of the installation,the Electrical Contractor will fill in the information RTU#1LL below,coordinate with Mechanical Contractor to be present and contact Teletrol OUTDOOR LIGHT SENSOR Systems Inc.to schedule a remote checkout at 615-495-1963. If both Electrical MOde�# SN# Clg Stages Htg S eiges I I Contractor and Mechanical Contractor are not present, the checkout can not RTU#2 I I _ ___________ • NATURAL GAS UTILITY SERVICE APPLIED TO BUILDING(IF APPLICABLE). be scheduled. Manuf ModeN# SNI# Clg Stages Hlg Stages r — • HIGH SPEED INTERNETA TfRANETSERVICEAPPLIEDTO BUILDING. y. If extra equipment exists after installation,the Electrical Contractor will inform RTU#3 I I I I • R_1-45 ETHERNET CABLING INSTALLED AND OPERATIONAL FOR REMOTE Teletrol Systems Inc. personnel at checkout to arrange for RA#to return the Manuf ModeW SN# Clg Stages Htg Stages material.COMMUNICATIONS. RTU#4 ' I ' I I • ALL HVAC COMPLETE AND OPERATIONAL ManLt Model# SN# I I • ELECTRICAL CONTRACTOR HAS QUALIFIED TECHNICIAN SCHEDULED RTU#5 s FOR REMOTE SYSTEM TESTING. Manuf Model# SN# Clg Stages H6g Stages I �-I 120 VAC IFP POWER • MECHANICAL CONTRACTOR HAS QUALIFIED TECHNICIAN SCHEDULED RTU#6 I I FOR REMOTE SYSTEM TESTING. Manuf ModelE# SN# Clg Stages HIg Stages CIRCUIT I (RE: EM-2) Toted Number dC t3cIors: REVISION: DALE: I I I I I 1ST REVIEW RELEASE 5/25/07 EMS - fH-� 240/480 VAC 3 4) C I RC U I T I i ng output#1: IFP RE. EM-2) ( I I L16ng Otatput#3: CLIENT REVIEW RELEASE 8/4/07 uut#4: ng CLIENT REVIEW RELEASE 10/24/07 ( PHASE DEVICE LEGEND (26X20X7) LOSS) I SYMBOL DESCRIPTION PART# I I I I I ACCEPTED RELEASE 12/22/07 ACCEPTED RELEASE 12/28/07 I I SSI' SIMPLESTAT RTU 01-329 I I CONTROLLER NOTE'N'MODIFICATION 02/08/08 MODEM MOUNTING 02 DUCT TEMPERATURE VR-415 /18/08 I ---__— I_ ---�_-- ROS I SENSOR SIMPLESTAT MOUNTING 04/03/08 -------- I I ST,� SPACE TEMPERATURE 74-129 - I SENSOR NOTE'M'MODIFICATION 06/03/08 I I SPACE CO2 SENSOR KE-032 NOTE'N'&'O'MODIFICATION 07/27/09 ED I I ADDED DOOR CONTACT NOTE 11/30/09 I I REMOVED STOCK RM CO2 05/12/10 I I I I I I I REMOVED DOOR MONITOR 07/26/11 REMOVE PHONE REFERENCES 01/28/14 RJ-45 I I ETHERNET JACK i CAB L LEGEND 0OUTDOOR LIGHT SENSOR KE-019 I I DRAWN: CHECKED: I I KEY SIZE TYPE MFG. MFG. PART# I I Es) OUTDOOR TEMPERATURE VR-427 W.P.C. R.S.R. SENSOR ® 18/2 SHIELDED, WINDY #002320-B 3 L---------------------------------------------J PLENUM CITY — Y (MOUNTED IN ELECTRICAL ROOM/AREA ADJACENT TO LIGHTING (M 18/4 SHIELDED, WINDY #002340-B eSC-280 eBUILDING SYSTEM 01-431 ENERGY CIRCUIT PANELS) (RE: EM-2 EMS WIRING DETAIL) PLENUM CITY CONTROLLER MANAGEMENT ® 18/8 T-STAT, WINDY #002392-5 PLAN ENERGY MANAGEMENT SYSTEM SINGLE UNE DIAGRAM PLENUM CITY ---- VARIES FIELD WALE: None INSTALLED E )S REMOTE OVERRIDE 00-436 EM1 WIRING SWITCH IFP FACTORY W I R I N I ENERGY MANAGEMENT SYSTEM NOTES: 0� (RE: INTERFACE PANEL SHH ET EM-2) IQ --I - --- 1 --- --------- I-- 1. #16 AWG STRANDED COPPER WIRE.NUMBERILABEL EACH CONDUCTOR 2. 1/2"X 1"EMT NIPPLE. I 3. SET ALL ANALOG INPUT JUMPERS TO'T'SETTING(THERMISTOR). Z I L N G I 4. CONNECTWIRINGTO20A-4240VACOR480VACCIRCUIT BREAKER — p I I AS REQUIRED. w r— I I 5. #14 AWG STRANDED COPPER WIRE COLOR CODE AS PER NEC. W U) C:) L 120VAC SERVICE OUTLET N G j 6. 18/4/SHIELDED PLENUM CABLE. 7. SET ANALOG INPUT JUMPER TO V SETTING(VOLTAGE). f- ,Lu _ SALES FLR CO2 SENSOR i -n i i Z (RE: CO2 SENSOR WIRING i D 26 x 20 i m DETAIL EM-3) I 1 c � _ I (BLACK) (WHITE) i o p --------------- 1 O u I I I I +�--- 1 I--------------I 1 (RED) (RED) UJ co to I I J F4 -----------------------------------------------------------------------------------------------------------------------------------------------i NOTE. i PWR IN K 3 Wire buck OBSERVE POLARITY WHEN WIRING CO2 I 1 I WHEN I A B C — ' SENSOR �,+A A A 4 ,® z® 1003 qDqD ® I I I I I I psi PFR-1 I I I ' I I m m�mmmmB m G G G Gl 000000&0 mm 0.® �� p® � I OUTPUT j Q 4VDC POWE G ( �� * 0 Illml SUPPLY i I I I I I 1 F1 L N G ABC 1 2 3 4 5 6 7 8 9 01 1 1 1 1 1 1 F2 F3 F4 MotorSaver I I 1 1- 10 c Q mmm mmm m010mm mmm��mmmmm� B 0 B ®X - -- i I i 2 0 0 1 I I I I P� 0 L----------------J I 1 I 40 ® 50 06 I C Al B1 C1 I I I I I I I I I I I x 3 Wire buck I I I I REMOTE OVERRIDE SWITCH I I I (RE: REMOTE OVERRIDE 0 0 A, Al Az Al Az Al A2 Al Az Al A2 05 — MOUNTING DETAIL EM-3) 01 _ I x 691—K2A TR-1 EMPLOYEE EMPLOYEE CUSTOMER CUSTOMER CUSTOMER EXTERIOR ■ 1_ 12 I 120:24 VAC I I I I 170VAHHHb HHHb 0 0 S�5 loom 11 I I I I I Q I ' EMPLOYEE E ----- I 6 ------I - 13 R2 R4 Hzti'l <tsF<tjR2 f<'lt<tjRd R2 I r O O LCI-1 LC LC2-1 LC2-2 LC2-2 LC3-1 0 s I OVERRIDE I o I I I I H14 I I I I J Z K 3 Wire butt ' _ i I EXTERIOR - I 6 I I f I I 0 OVERRIDE ---- I ------�- 15 i W 8 = R1 O �T ® o» L-----------------------J I I Q r7TB3 R2 • i I I UJI � • 218 cr. R3 5 OUTDOOR AIR /LIGHT SENSORW® - - ' sASSEMBLY1 22 . MWA R4 ' ' UL® (RE: OTS/OLS DETAIL EM-3) sa W R5 ------------------ 26 • T82 �I ze .. • 9 I I /� I I I POWER SUPPLY ;• 0 R6 : „ I GRY ---��-- -------------t--� j O • • ,z ' 32 '• ® • 13 I i 1 I I0 T. +p VIM R7 • ,4 i I I I 'm : ;s I GRY 1 - --------------L- g I O LL •� 1 R8 I I ---� I I I I 35 °•- ga' go= 37 O 39 V I I I I I RED ----,r'11�--I--------------� 10 O eSC CONTROLLER � I I �-----------------J I I 1 I REVISION: DATE: eSC NETWORK I 1 1ST REVIEW RELEASE 5/29/07 (RE: SIMPLESTAT DETAIL EM-3) CLIENT REVIEW RELEASE 8/4/07 CLIENT REVIEW RELEASE 10/24/07 I I I I 1 I I I ACCEPTED RELEASE 12/28/07 I I 1 MODEM/Phase loss changes 02/18/08 I I I FUSE LOCATION CHANGE 09/11/08 I I I MODIFIED 120VAC CIRCUIT 07/27/09 I I ————— I I MODIFIED PHASE MONITOR 11/30/09 �--I-------- —�- 1s I I I I INTERFACE PANEL & eSC WIRING DETAILS ----------------- J I I SCALE: None THREE PHASE POWER FROM RTU ELECTRICAL PANEL I I I I DRAWN: I CHECKED: R.S.R. B.T.B./P.M.B. I I C� ---------------/�/� -� I I ENERGY I MANAGEMENT ALL WIRING INSIDE DOTTED-LINES REPRESENTS ----- FIELD WIRING PLAN PRE-WIRED FACTORY PANEL I KEYNOTE ------------------------------------- EM-2 A, ------1 � ----------- I 16 ---�---- "--- '- - SPACE TEMPERATURE SENSOR. SEE IFP WIRING TERMINALS 1 I I� 1 1 I � r I I REMOTE SENSOR MOUNTING DETAIL (EM-3). (RE: TERMINALS SHEET I 17 i -- 7 i (RE: TELETROL CEILING DOWN ROD JPs o o JP5 I I U +., Z EM-2) FLL + I INSTALLATION INSTRUCTIONS) i ® o I I I -�--► M ' ' ----------- 2 I I W (n O L----------------J I I I ,C 2 I I I Cn U Z I ----------- -- (YELLOW) ---- - ---�--- Y1 i >' L_ s= JPs JP5 I I ALL OTHER WIRING (BLUE) _�-_ I I I a o 1 1 ----------- -- Y2 J to I I 9 I ® I IDENTICAL TO SIMPLESTAT (WHITE) O o CD RTU WIRING DETAIL 3 I I W1 I U(ORANGE) ---- ---- -�-- O/B I F- I W �I t0 I I I no I I J N 2 (YELLOW) _—__ __ _ Yi_ 1 (GREEN) I I W Z ; (BLUE) -�- Y2 I SW2 I I I ----- N° --- - ----- -- I - 1 + I I 1 , �m (WHITE)----- ---- --L-- W1 I ON ' -- -- ----- ---- 4 BLACK I I I � � (ORANGE) --- -L-- --� I Jill= � --- (RED) ----- -- --�--- � Z I --- -- ------------ o 110 D D SPC TEMP INT = ■ I I z0 DD ■ �__--- ---------__--- �� ° SNSR SELECT I I &+ (GREEN)-_—__ I I REFER TO SIMPLESTAT ��, ■ I I0 --—- —I—--—❑G I JP4 EXT = ■ 1 1 .� + I I INSTALLATION GUIDE FOR LJ SW2 __—__ Z ' I HEATPUMP CONFIGURATION �m ' ' E -- , � W -s ON o (BLACK) I 1 �- F ° ' ----------- ---- -r--- 4 I SWITCHES �� ----------� o� o ® (RED) I I l�W , ----------- -- ---1--- R 119200 o o �C TEMP INT = ■ I I ■■ 9soo HEATPUMP WIRING © heat �� o N � SNSR SELECT I 1 Boa SW1 TERMINALS21111111111111 2 I 0" JP4 EXT = ■ I I JP3 C O fan IIS I , ■ 1 I O cool 111=00 I I I IINE=m I I EE=8 I ' ----------J o ready ■. �s�bo00 I RTU WIRING oo� � Sin TERMINALS cooler warmer JP3 8 SIMPLESTAT H EAT P U M P DETAIL 0 I IN 11111111 o SCALE: None 1 -- EMPLOYEE LIGHTS I I I ENERGY MANAGEMENT SYSTEM NOTES: �_M _! \0� Z I 1. 1&21SHIELDED CABLE.ROUTE AS PER EM-1 AND LOCAL CODES. 0 EXTERIOR LIGHTS 2. 1818 THERMOSTAT CABLE PROVIDED AND INSTALLED BY MECHANICAL CONTRACTOR uj SIMPLESTAT RTU WIRING DETAIL 3. 18/4/SHIELDE°CABLE.ROUTE AS PER EM-1 AND LOCAL CODES.CABLE TO BE ROUTED O THROUGH RTU AS PER N.E.C. U SCALE: None 4. IF REQUIRED,TRANE CTI( THERMOSTAT INTERFACE)BOARDS SHALL BE PROVIDED BYTELETROL SYSTEMS INC.AND INSTALLED BYTHE MECHANICAL CONTRACTORAS PERTHE MANUFACTURERS INSTALLATION INSTRUCTIONS.MECHANICAL W CONTRACTOR SHALL BE RESPONSIBLE TO VERIFYAPPLICATION AND REQUIRED QUANTITY OF CTI BOARDS.CONTACT TELEf ROL NATIONAL ACCOUNTS AT(615)495-1963 FOR REMOTE OVERRIDE SWITCH ORDERING. W (RE: EM-2 REMOTE OVERRIDE SWITCH) 5. DUCTTEMPERATURESENSOR PTS)INSTALLED AND WIRED BYTHEMECHANICAL ----- CONTRACTOR INSTALL THE DTS IN THE SUPPLYAIR PLENUM APPROXIMATELY 3 FEET' LL. SIDE VIEW REMOTE OVERRIDE MOUNTING DETAIL FROM THE ROOF PENEfRA„°N IN A LOCATION TO PROM°E AN ACCURATE SAMPLE OF W THE SUPPLYAIR TEMPERATURE. n/ SCALE: None 6. OTS/OLSASSEMBLYINS�DA°NRD(WISRED °THEEEELEECTURICALSENSOR C'ONTRACTTOOR) MOUNT I..L �� ---- -� OUTDOOR THE SENSOR ASSEMBLY WITH 3 FOOT RISER ON THE EXTERIOR OF THE RTU CLOSEST TO O BLOWERS.DO NOT MOUNT ASSEMBLY ON ANY REMOVABLE SERVICE ACCESS DOOR OR O THE eSC CONTROLLERAWAY FROM CONDENSER FANS AND HEAT COMBUSTION I I RTU.ORIENTATION OF THE OUTDOOR LIGHT SENSOR(OLS)SHALL BE AWAY FROM , LL PROVIDE 15 FEET EXCESS SENSOR W I RE ELECTRICAL LIGHT SOURCES,AS POSSIBLE,TO PROVIDEAMBIENT DAYLIGHT. FOR STORES IN CANADA ORALASKA,MOUNT ASSEMBLY ON NORTH/NORTHEAST SIDE OF ABOVE CEILING TO ACCOMMODATE BUILDING. 7. 1&21SHIELDED CABLE TO NEXT SIMPLESTAT RTU PULL INA DAISY CHAIN ACT CEILING & GRID SENSOR RELOCATION. METHOD ENDING ATTHE LAST CONTROLLER DO NOT LOOP CABLE IN AMETHOD THAT I \ II CEILING HEIGHT BEGINSAND ENDSATTHE eSC CONTROLLER � 0 � 8. MOUNT IN MANAGERS OFFICE TO CARLON 1 GANG LOW VOLTAGE BOX(PART#.SC100RR) 1/8" NOTCH I N TOP VARIES FOR FLUSH MOUNT INSTALLATION ORTO WIREMOLD 1 GANG OUTLET BOX(PART#.NW) CEILING GRID CLIP (WHITE) FOR SURFACE MOUNT INSTALLATION.REFER TO OFFICE ELEVATION DETAIL FORTHE i \\ OF TUBE FOR MOUNTING OF THE OVERRIDE PANEL. 1 3 SENSOR WIRE 9. MOUNT ON PLYWOOD BOARD TO WIREMOLD 2 GANG OUTLET BOX(PART#NM3-2)FOR 1 SURFACE MOUNT INSTALLATION.REFER TO PHONE BOARD DETAIL FOR MOUNTING OF THE \ SIMPLESTAT.REFER TO SIMPLESTAT INSTRUCTION FOR DIP SWITCH ADDRESS. ADDRESS REVISION: DAZE: TEMPERATURE SENSOR WIRE INSIDE SHOULD MATCH RTU/# 1ST REVIEW RELEASE 5/29/07 10. COM'TERMINAL WILL HAVE 24VAC PRESENT,DO NOT SHORT TO GROUND. FOR STORES LOCATED IN ��' PVC PIPE- PROVIDED & INSTALLED BY CLIENT REVIEW RELEASE 6/4/®7 " CANADA OR ALASKA, � � _�_�_, SPACE TEMPERATURE SENSOR PLACEMENT -------- TENANT'S GC. MOUNT ON NORTHEAST INSTRUCTIONS CLIENT REVIEW RELEASE 10/24/07 8 I FOR SYSTEMS WITH CONCENTRIC DIFFUSERS SENSORS SHALL BE PLACED: ACCEPTED RELEASE 12/28/07 SIDE OF BUILDING 36" A.F.F. .1—__ • A MINIMUM OF 16-9'FROM DIFFUSERS 10-TON SYSTEMS OR SMALLER CJ 1 ( ) REMOVED DCV NOTES 03/04/05 ` TEMPERATURE SENSOR WIRE ( ) SIMPLESTAT MOUNTING 04/03/08 O I -_— _ __ • A MINIMUM OF 20'-0' FROM DIFFUSERS SYSTEMS LARGER 10-TONS ' \��--- -�--- 10 I INSIDE PVC PIPE SEE GENERAL INSTRUCTIONS. - ----i------- - ----,R D WIRE \ I I FOR SYSTEMS WITH DUCTED RETURNS SENSORS SHALL BE PLACED: ' HP DETAIL&OAT DETAIL 09/11/08 I ' ' I - -- -- -- 11 I • AS CLOSE TO THE RETURN AIR GRILLAS POSSIBLE. I \` // � I I \\ � � • SEE GENERAL_INSTRUCTIONS. DOOR CONTACT DETAIL 11/30/09 SYSTEMS WITH NON-DUCTED(PLEMUM)RETURNS,SENSORS SHALL BE PLACED: CONTRO I '� I I I PLACE LEAST ONE 1 EGG CRATE RETURN GRILL OVER EACH SENSOR LOCATION. DOOR CONTACT REVISED 05/25/10 \\ / TEMPERATURE SENSOR ( ) DOOR CONTACT REMOVED o7/,8/„ RTU I �� I I SEE GENERAL INSTRUCTIONS. \� / I I \\ I I GENERAL INSTRUCTIONS: SECTION _ 1 j I LACK W I RE \ I I • ON NEW CONSTRUCTION JOBS,INSTALL SENSORS ON DROP-POLES,PER DETAIL \ i -------- -----UJI II I 7'-0" AFF LOCATE SENSOR FULLY WITHIN THE ZONE OF THE UNIT IT CONTROLS. • DO NOT PLACE A SENSOR ON AN OUTSIDE WALL OR TENANT COMMON WALL • DO NOT PLACE SENSORS NEAR DOORS,WINDOWS,OR OTHER SOURCES OF HEAT,COLD, NOTE TO GC-TEMPERATURE SENSOR MOUNTING RODS OR DRAFTS. \ L TOPOFGONDOLAI, ARE SUPPLIED BY TENANT FOR GC INSTALLATION FOR . IF A SENSOR 6 PLACED ON AN ARCHITECTURAL OR STRUCTURAL SURFACE(IE COLUMNS, HEIGHT VARIES STORES WITH ACT CEILINGS AT 15'-0"AFF OR LESS. IF P ETC)R MUST BE INSULATED FROM THE FINISHED SURFACE AND WIRE ETRATIONS / ( I THE STORE HAS AN EXPOSED ROOF DECK,AACT MUST BEMADE AIRTIGHT CEILING HIGHER THAN 15'-0"AFF OR HARD CEILING,THE DO NOT PLACE SENSORS HIGHER THAN T-0'AFF, DRAWN: CHECKED: SHELVING GC WILL SUPPLY AND INSTALL AS REQUIRED A 2"X2" 0 CONDUCT SENSOR LOCA nONTEST: W.L.L./R.S.R. B.T.B./P.M.B. POWER POLE CUT TO FIT AND PAINTED TO MATCH 1.RUN ALL UNITS IN FAN MODE. SALES FLOOR WALLS.REFER TO THE REFLECTED 2.TESTALL SENSOR LOCATIONS TO DETERMINE IFANYARE GETTING HIT BYAIRA CEILING PLAN FOR CEILING INFORMATION PRIOR TO SUPPLY DIFFUSER(TISSUE,BALLOON OR SMOKE TEST) °� BIDDING. 3.IF SO,RELOCATE SENSOR(PREFERRED)OR OFFENDING DIFFUSER ENERGY STOCKROOM SENSOR PLACEMENT SHALL BE OVER STOCKROOM DOOR WITH IN STOCKROOM MANAGEMENT L---------J AREA. PLAN �,, ,- IFP WIRING TERMINALS REMOTE SENSOR MOUNTING DETAIL OTWO LS WIRING DETAIL (RE: eSC CONTROLLER SHEET EM-2) ----- FIELD WIRING r SCALE: None EM 3 SCALE: None '�--------'' KEYN TE IFP WIRING TERMINALS ENERGY MANAGEMENT SYSTEM NOTES: (RE: eSC CONTROLLER SHEET EM-2 OR DOC-3) ------------------------------------- r---------------------- r ( ( 1. #16 AWG STRANDED COPPER WIRE.NUMBERILABEL EACH CONDUCTOR I I I CARBON DIOXIDE SENSORS 2. 112'x1°EMT NIPPLE. I IRE: KCD-M-V MOUNTING DETAIL 3. SETALLANALOGINPUTJUMPERSTO'T'SETTING(THERMISTOR). I 1 ( ) 4. CONNECT WIRING TO20A-3(p 240 VAC OR480 VAC CIRCUIT BREAKERAS REQUIRED. b I 5. #14 AWG STRANDED COPPER WIRE.COLOR CODE AS PER NEC. Z 1 r I I I SALES FLOOR CO2 SENSOR — ( o I I I 1 6. 18r2/SHIELDED PLENUM CABLE. E) I II 1 1 7. SETANALOG JUMPER TO V SETTING(VOLTAGE). , j I F--I 8. FIRST RTU ON SALES FLOOR(RTU 1) TO BE USED TO POWER CO2 SENSOR V) o I I I I IW ————————— 9. AMBIENT LIGHT SENSOR SHALL BE MOUNTED WITH A 2 x4 ELECTRICAL BOX PROVIDED BY CU THE ELECTRICAL CONTRACTOR REFER TO ELECTRICAL PLANS FOR INSTALLATION � 'U Z I 1 r RTU j RTU j I I 1 - --—--—-- I --—-- 24VAC/VDC I LOCATION AND DETAILS. i I I I I 1 ------- I I W I j —}------ ----i I ----- -----I- — ---r-- -i-----------�7 i i i J �_�,,� U U I I - ------ ----� I ----- ----�--�_�-------------- I ----L�- J---------a-----� OUTPUT I O I I I I I J W I I '--------- 2 -- 6 - I-------- I----- I e L---1 i I DAISY-CHAINED RTU I I �— J J coN L----� t----� TO NEXT RTU i ------------- ALES I ' DEMAND CONTROL VENTILATION (DCV)-SETUP&CHECKOUT SERVICING S I I I TENANTS CONTRACTOR SHALL INSTALL TENANT FLOOR VENDOR PROVIDED CO2 SENSORT-U'AFF PROCUDURE RTU'S SERVING SALES FLOOR I I I ON COLUMN IN THE SALES AREA TO WIRE TO B E LANDED ON TERMINAL I I The Meclvnicd Contractor and Air Bala"°erwill need to use ft procedure to establish test oorx�ti«�sto adjust the I 1 i CONTROL THE SALES AREA HVAC UNf fS. Minimum OA damper position,the DCV Ma)dmum damper position,and the DCV Selpoint potentiometers. DESIGNATIONS SHOWN BELOW BY RTU I MANUFACTURER IAmok I I I This dhedcout procedure is intended fo-use with thelowirU pieces equipment, of I Carrier Economizer controller(HH63AW001).The equipmentcomplete this�are five jumperwkess,,9 volt 12 I I I I battery,muftimeter,and small common screwdriver. I I I I This test procedure verifies that ft roathop unit outside ardamperwi modulate between the reduced&standard ------ J ---------------------- J � ------------------------------------------ minimum r CFMquartitybased on cotsenso a 10vdcsigr-d. \\ NOTE: KCD-W-V KCD-W-V 13asy, RE: CARBON DIOXIDE SENSORS whenever ft Space CO2 level is below (1000 ppm)the RTU will maintain the mimum outside ` TERMINAL DESIGNATIONS ARE FOR ECONOMIZER ACT UATO R MOTORS. (RE: CARBON DIOXIDE SENSORS) ( ) airdm. When the Space CO2 level exceeds the CO2 setpointthe RTU will increasetothe memmm outside air FRONT VIEW BACK VIEW dm until the space CO2 level recovers. Cori �\ IF RTU'S DO NOT HAVE ECONOMIZER SECTION O R DO NOT HAVE IAQ/DCV Note: Referto mechanical drawingsforminimum and ma)dmum outside arCFM values. CL \\ OPTION, THEN DO NOT TERMINATE WIRES AND MAKE NOTE ON SURVEY Step#1-Preliminary Setup&Chedcartofthe Carrier Econorrkw oortdlerCO2CC,'Vsystem operation 1. Disconnect powerto the rooftop unit \ FORM. 2. locate the Carrier Emnorroar controller(HH63AW001)and wmplete the folloI steps a If ft outside air temperaturIe is below 55 F Install ajumper between terminal T&T1 r-----------,'------------I r------------------------I--------------- ---1 PWR IN b. Sol the Minimum Position and DCV Setpant potentiometers fully CCW(cou�). o + . I I 1 o AC/DC C. Set the DCV Maximum Position potentiometer fully CW(dodcwise). I I I o + ouTPur d. Set the Enthalpypotentiometer'to D. I I I e. Before removing any existing CO2 sensor Wires located on terminals AQ&AQ1,please record the voltage, 1 I ——— I I 1 mote wire color code,&polarity.The voltage should be between 2-6 vdc,if outside that voltage range, I I RTU I I I RTU I I I RTU I I I RTU I I I + I troubleshoodiorwiri or Then remove wires located on ternwols AQ&AQ1. I I I I I + I I I + I I I+ ng problems. I Eg—I -----❑ I I P 1 _—__ I 1 F_—__ I I 15 F--—-- 3. Apply powerto the rooftop unit Allow approxannately 3 minutesftxthe roafmp urtitb compete itS siarup I _ I I I _ I I I I 1 I process.Observe the clampers,they should be dosed and the DCV LED shad be off. I I Q 1 ( I I [�l (� I I E�l I I I 4. Return to the Carrier Econom¢ercontroller(HH63AW001)and complete thefi� rwi V steps. �---- I r---- I Ir---- I � DAMPER� � I I I I I 1 I ( I a. Install a jumper wire from the AQ1 terrrynal to the 9 v�b�(negalive)1�p�� b. Install ajumperwire from the AQ terrri d to the 9 volt should I MOTOR I I I Q769C I I I P28 I I 1 T131 I I tum on.The actuator should modulate to 95%open. J C. Turn the DCV selpoint potentionnelerCW until the DCV LED turns off.The actuator should drive th the 7 I I I reduce minimum outside 4 damper position. L I I I I 1 Q 0 CARRIER/YORK RTU'S i YORK RTU'S (option 2) WIRE i i i Step#2-AtBalancer se4ofthe Carrier-Eowom�ereorlara�COZDCVsystem,Min Pos,DCV Setpoit,and I 1 1 TRANE RTU'S WIRE TO BE 1 LENNOX L SERIES R U'S 1 DCVMa'c� BE LANDED ON TO BE LANDED ON I WIRE TO I W LANDED ON TERMINALS, I 1 SALES FLOOR CARBON DIOXIDE SENSOR ECONOMIZER I INTERFACE 1 I WIRE TO BE LANDE ON With testConditions setup as defiled in items above please complete thefollowing. U 1 1 AS SHOWN I 1 TERMINAL TB1 AS S OWN I BOARD HH63AW001 W7212 , AS I BOARD Q769C 1 1 , ( ) 1 1 1 , 1 MOUNTING DETAIL 1. Adjust the DCV SetQoiit potentiornetertothe 11 ododc position,ft equatesto a CO2 level of Q Z SHOWN --I----- AS SHOWN ---L------------------------t--------------- ---J approximately 1000 ppm. SCALE None 2. Verify jumperwire from AQ terminal to the(positive)male post ofthe 9 volt battery is disconnected from the battery male post.The DCV LED should be off. v 3. Adjust the Min Pos potto 251/6 of the minimum outside airdm value as noted on the mechanical equipment W - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - schedule fortlratnoofhopunit. t 4. Then oonnedthe jumper wire from the AQ term nal to the(positive)male post ofthe 9 volt battery.The DCV 1' t 'L W LED should be on. n OPTIONAL — TO BE INSTALLED ONLY WHEN 5. Adjustthe DCV Max pot tio 1001/6 of the minimum outside ardor value as noted on the mechanical ®, equipment schedule for that rooftop unit REQUIRED BY L CAL CODES OR DOLLAR TREE 6. Urea markerto permarnentlyirldiratethe proper set�ngsffor ft Min Pos,DCV seqpoi,t,and DCV Max O IFP PANEL WIRING TERMINALS potntiorneters. 7 setup&checkout of ftCamer nomizer c° s �o �(RE: SC CONTROLLER SHEET EM-2) to rooltopnit.Please remove all&ej� rperwires,and reinstall the CO2 sensorwires to terminals als SCOPE F WOR AQ&AQ1,as applicable. LL A0 r---------------------------- -----------� I I I I I II II j y j I I x'1\1 II I I I I I I I I I NOTE: INSTALL ADDITIONAL 1 CONTACTOR(S) IN IFP PANEL FOR PERIMETER LIGHTS I \ II I I I 1 REVISION: DATE: 1ST REVIEW RELEASE 5/29/07 I CLIENT REVIEW RELEASE 6/4/07 t CLIENT REVIEW RELEASE 10/24/07 ----- I I 1 I ACCEPTED RELEASE 12/21/07 AMBIENT LIGHT SENSOR AMBIENT LIGHT SENSOR I I ACCEPTED RELEASE 12/28/07 MOUNTED ON 2 x 4 BOX MOUNTED ON 2 x 4 BOX i I CO2 DETAILS FOR ALL STATES 12/30/08 SIDE VIEW FRONT VIEW -� F2, i MODIFIED ACTUATOR DETAIL 03/16/09 1 ADDED RESPONSIBILITIES 07/27/09 1 1 MODIFIED REQUIRED WIRE 11/30/09 ElREMOVED STOCKROOM CO2 05/08/10 I 1 I ADD OPTL DAYLIGHT ZONE 12/01/10 I 1 1 MODIFY MIN/MAX CFM 08/23/11 6 NOTE: IF ADDITIONAL AMBIENT LIGHT SENSORS I i� ARE REQUIRED, REFER TO DOC-2 AMBIENT LIGHT SENSOR I I DRAW CHECKED: --------------------------- R.S.R. Li B.T.B./P.M.B. RED 0004� POWER — — — - - BLACK — — — — — - ENERGY COMMON OPTIONAL NOT USED FOR ALL INSTALLATIONS MANAGEMENT SIGNAL YELLOW — — DAYLIGHT HARVESTING CIRCUIT DETAIL ----- FIELD WRING PLAN — — — — SCALE: None KEYNOTE EM-4 WATER FLOW---GALLONS PER MINUTE Oliver o L.il lIe o Gipson OLG Engineering, Inc. Industrial GI00 200 300 400 500 6UL 00 -100 8pO qOO 1000 PRELIMINARY HYDRAULIC CALCALATIONS 80 _ FLOW CALCULATION INFO �� - 1�z101ahoma T 3 Blvd.3 8 ELEVATION(LIFT IN FT APF) 15 6.5 P51 FRICTION(fir OF PIPE 0 2 FT PER 100 FT) 200 1.1 PSI _ Office: 931.454.9940 - BACKFLOW PREVENTER LOSS(1x'16) 5(MA4 5 P51 www.olgengineering.com FLOW 5WITG44(!'516) 1 1 P51 i MINIMUM AVAILABLE AT SPRINKLER HEAD(1516) 20 20 PSI 'y 0 �O �TMF TOR � �� PSI En neering , Inc . ' F Total Required at Base of Rlow"16) 35.14 P51 AVAIL AFL F PR�c+tiI1RF FLORIDA CERTIFICATE OF AUTHORIZATION-No.27562-Expiration:2/28/15 p� FIRE HYDRANT ELEVATION(FT,APPROXJ 135 FT FINISH FINISH FLOOR Q 60 FINISHED FLOOR ELEVATION(FT) 155 FT • STATIC,AT HYDRANT(IPI 42 PSI LEE STATIC AVAILABLE AT BASE OF MAIN LEVEL RI5ER(PS 6) 41.1 PSI 00 00 .. 50 ANIPER SWITCH ----------- ---------------------------------------------...--- ---------------------------------------------- 6" DDGV A55Y i WILKINS 350DA 5)=RIE5 0 ROD FLANGE SPIGOT TO M.J. W/ RODDING - - ___ t:.:=.;'..: PER NEPA STANDARDS. USE GALVANIZED ROD PER &RV'D TEE AND HEX NUTS. NFPA LLOV F 3o TI :IRAN CLA% 52 PIPE--W REGULAR M.J. &LAND W/ 3 FM ARNOVED FOR -- STELLAR LU65. NUMBER FIRE o :,•,, • • ti•,, ;, OF RODS TO BE PER NFPA 20 ;.. . .. TERPROOF MAST '�-ALARM/BELLUL SIDALL 6AU6ES AND VALVES IF, I TRENCH TO BE BACKFILLED SHALL BE INSTALLED, WITH SPECIFIED MATERIAL O ACCESSIBLE FOR INSPECTION AND COMPACTED IF AND MAINTENANCE. 10 t . CONDITIONS REQUIRE TY I GAJ__ DETAIL .'. ',`. NOTE: ALL COUPLINGS BELOW THIS SPARE SPRINLER HEAD AND POINT ARE TO BE RIGID COUPLINGS CABINET PER NFPA 13. FIRE LINE ENTRANGE DETAIL NT5 --2" ANGLE VA. REMOTE FDG RECESSED:HEAD IN FINISHED GEILINC (TYP) — �CRV'D SWING GHK. VA. FLOW 5WITGH POTTER VSR SERIE5 C ------ ----- ,--- -------- -----------, CRUD ELL 4-a I I I I I I I :=x - i .... .. .. ♦ .i.. .. n � i •Y'v.... __ "ai'..,.-•. _ _ 1 [. �.....:.1"_:♦t*:� F .rl. I. ! T .I'.--..i••....,i.v. ....... .. ........... .. ........... .. .............. .......... ......... ............. :.: .............. ...... .. .............. .............. ............................. ........... 2 :::::: .. .....................................................---........,....,,,.,. .i.�.,....,,.,,.,. ........... .. .. ............ ... ., .. ... ,., ... ,.. ,,, ... ... ... , ,. ,,. ,., ...... .�.....,,.,.. ...,....,.... ,........ ...... ......... ..... 11 ......................................... I. 1 1 1 1 1 1 i.. i... I... I. i.. �... I.. I.,. 0 �.,. 1... o = - 05dY GATE VA. -_- ------ ® i 0 0 0 0 0 ° -�-W/SUPERVISORY CONTROL FIE 6ALY. 5GH40 THRU WALL TO FDG WITH BALLDRIP VALVE T { ----2" &ALV. THRU WALL TO : A.4 _ _: o 0 0 0 0 0 0 6 ELL _ _ _ 2 ALV 45 i, o ---U6 ® 6" AFF l--th •' �lF F F � 1 ° E n NT5 1651TE PLAN)IRE MAIN ( RISER IJER DETA I o I yI� I 0 0 0 0 0 0 = " is A.9 LT - I i SPRINKLER SPRINKLER INTENT NOTES ; " ' o 0 .. ........... .. .............. ......................... i.i:. ;C�.. .. ....... u RISER . . .... . .............. .... n _ _ :T` _ � _ I : ,. _.,; I. SPRINKLER CONTRACTOR SHALL FURNISH AND INSTALL ALL ITEMS NECESSARY TO PROVIDE A COMPLETE AND ACCEPTABLE B I 5PRINKLER SYSTEM COMPLIANT WITH ALL APPLICABLE STATE AND LOCAL CODES I i:'.... ......................... :: I 2. SPRINKLER PIPING SHALL BE COORDINATED WITH DUCTWORK, CONDUIT, LIGHTS, PLUMBING, STRUCTURE AND OTHER RELATED I TRADES TO INSURE ALL INTERFERENCES HAVE BEEN RESOLVED PRIOR TO INSTALLATION. VN0:::-::: o 0 0 0 0 0 0 I ? I 5. SPRINKLER 5Y5TEM SHALL BE A NET PIPE SYSTEM, HYDRAULICALLY CALCULATED PER NFPA 13 AND ALL APPLICABLE STATE AND I I , LOCAL GORES. O O o — 4. ALL SPRINKLER HEADS SHALL BE LOCATED 5YMMETRIGALLY IN ROOMS AND CENTERED IN CEILING TILES. KID ROOM i I S. T-O / L V T B SUP Y ED R FP i.;:: t B.5 o ....... .. ........... .. .............. ........... _ b. ABOVEGROUND SPRINKLER SYSTEM PIPING SHALL BE SHALL BE BLACK CARBON STEEL PER NFPA 13 WITH SCHEDULE 10 o 0 0 0 0 00 0 1 DISTRIBUTION PIPING. EXPOSED PIPIN6 SHALL BE PRIMED AND PAINTED WITH FIN15H GOAT A5 SELECTED BY ARCHITECT. I © INDIVIDUAL BRANCH PIPING TO HEADS MAY BE R1610STEEL PER ABOVE OR BRAIDED FLEXIBLE 5TAINLE55 STEEL DROP I COMPLIANT WITH NFPA 13 WHERE APPROVED BY LOGAL AUTHORITIES. 1. REFER TO THE UTILITY PLAN DRAWING Gq.O FOR LOCATIONS OF CITY WATER MAIN, NEW FIRE MAIN, FIRE HYDRANT, AND HYDRAULIC DATA, ETC.. ;l ' 8. 5H0 D 165 YD LIG CALCUL TIO 5 5 L MITTED TOO I SU GE R TER ND AUT ORITIE5 H VIN DI TIO F A OV 10 TO O NG 6 RK YID OF F V TO GI ER' OF LGE i , E:=` .. ... ..... . ....:o ........_. . _..... . .. ..... . .o............. ... .;; . .. ...... .. ..o...... ...__.. o o........ ,. ......... ............. .. ........ .. ... .... .. .......... q. SPACE SHALL BE HYDRAULICALLY GALGULATED TO ORDINARY GROUP !L. o o _ L 2 REQUIREMENTS TO DELIVER 0.2 GPM OVER THE MOST C L...... . ........... .. .-........... _.......... ..................__._.. _._. ........... 0 0 l REMOTE. 1500 SQ. FT. HEAD COVERAGE SHALL BE 130 50. FT. MAXIMUM (ORDINARY 2). 250 GPM HOSE DEMAND WITH 140 �. it MINUTE DURATION. SPRINKLER HEADS SHALL BE 155 DECREE, QUICK RESPONSE TYPE, GLOBE 8100 SERIES OR APPROVED EQUAL. i ; I PIAD(T rSPRINKLERNA FOR FIRE PROTECTION PIPIN6. SEE ARCHITECTURAL/STRUCTURAL FOR 5E15MIG DESIGN DATA. CONTRACTOR SHALL PROVIDE SEISMIC RESTRAINTS TO ALL SPRINKLER ELEMENTS, ELEMENTS SHALL MAINTAIN EQUIPMENT, PIPING, '�... I = ETC. IN A CAPTIVE POSITION. RESTRAINTS SHALL BE DESIGNED AND SELECTED TO MEET SEISMIC REQUIREMENTS A5 IDENTIFIED ON STRUCTURAL DRAWINGS AND AS DEFINED IN THE LATEST EDITION OF THE LOCAL BUILDING GORE. CONTRACTOR SHALL o o a 0 0 0 0 0 0 _ PROVIDE SHOP DRAWIN65 FOR THE PROPOSED SEISMIC RESTRAINT DE51ON. A SEISMIC DESIGN ERRORS AND OMISSIONS INSURANCE CERTIFICATE MUST ACCOMPANY 5UBMITTAL5 FROM 5E15MIG DE51ON ENGINEER. MANUFACTURER'S PRODUCT LIABILITY _ CONTRACTORFICATES ARE NOT ACCEPTABLE. ! ,; • ED ' BY QUAL FI DCE TILIG NSED PROFESSIONAL ENGINEER 5HOW N6 ADEQUACY OFIDSIZING I AND TYPE5 OFSMIC IRESTRAINTS FOR SEISM516NED AND IC ............ .............. .....................................: DESIGN. SEE DRAWING PACKAGE FRONT END DOCUMENTS FOR CODE I55UE REFERENCE. --.. .. ...... a .; .: a ::i•; 11. UNDERGROUND FIRE MAIN5 SHALL BE INSTALLED WITH A MINIMUM DEPTH OF BURY OF 3 FEET. i I ° EA 12. SPRINKLER PIPING FROM THE POINT OF 5ERVIGE INGLUDINC UNDERGROUND PIPING SHALL BE INSTALLED BY A REGISTERED ; ; m i ; . i -- -----x _ SPRINKLER CONTRACTOR AND SHALL BE ONE SPRINKLER CONTRACTOR. SITE UTILITIES CONSTRUCTION SHALL NOT BE PROVIDED ,,L iI I o o ;0 0 0 0 0 0 � €.I I ,i ;;; BY A SEPARATE LICENSED SPRINKLER CONTRACTOR OR 51TE UTILITIES CONTRACTOR. 601 0 tl�� I I I I I I I i ' 1.........�, �...................�.....__. ........... ..................................... ,,ppqq 13. ALL SYSTEM GAUGES 5 BE AGGE =.z....................................1...................1...................1............................1.........1..................1.........1..:»....1,..,............................................ .�.....1...............,........... . :>.......................................... ...,...».................................... , ................. «�.. 4�!. ..R.R.♦.n♦...............„.; AND VALVE MUST 551BLE FOR INSPECTION AND MAINTENANCE IN ACCORDANCE WITH NFPA 13 ... ........ .............. I I I II I 14. CONTRACTOR SHALL PROVIDE SIGNAGE AND LABELS FOR ALL SPRINKLER COMPONENTS (VALVES, PIPING, TAMPER SWITCHES, L----------J L----------=-j L-----------IM5, ET REMENTS. OAA FLOW ALAR Ga PER NFPA 13 3-8 3 AND LOCAL REQUIREMENTS. FIRE PROTECTION LEOENl7 ® R15K P0551BILITIES FOR MICROBIAL INDUCED GORO510N (MIG) PER THE INFORMATION PROVIDED.. — F — SPRINKLER PIPING Q 51DEWALL SPRINKLER HEAD —GL 01- — FIRE PROTECTION CRITICAL LIMIT SIDEWALL CURTAIN HEAD �' S IN<L I NT FLAT : FIRE PROTECTION REMOTE ZONE �p--� EXTERIOR DRY SPRINKLER HEAD —+L w — FIRE PROTECTION H05E LAY 5GALE: : I/8 05 4 Y VALVE WITH TAMPER 5WITGH Q RECESSED: SPRINKLER HEAD NORTH 3!27/15 TWL FIRE CODES COMMENTS 5 TWL CONGEALED SPRINKLER HEAD FLOW 5WITGH 4 2/5/15 TWL TWL DRAWING ADDED 0 UPRIGHT INKLER HEAD BFP BAGKFLOW PREEVENTER : .,W ATLANTIC BEACH, FL GURTAI 5 NKLER HEAD FDG Z FIRE DEPARTMENT CONNECTION 3 3.5 4 5 3901 SPRING HILL AVENUE REV. DATE DR CH DESCRIPTION 1, '°' �J '1 SPRINKLER INTENT PLAN MOBILE,ALABAMA 35608 PENDANT SPRINKLER HEAD CPM GALLONS PER MINUTE ', (251)344-7073/FAX(251)343-9179 DOCUMENT CONTROL `�� '�'•°' �,'�” � PROJ. N0. 615114 DWG. N0. FP-1.1 f /SIN ? ht 1 � v � � Hazard Fire Protection Engineering, Inc. 222 CAPITOL COURT OCOEE,FL 34761 PH:(407)877-5576 FAX:(407)6756-6026 Robert J. Dewar, P.E. Ed S. Snider, P.E Certificate of Authorization N niber 29038 FL License No. 70937 FL License No.71374 IMIPO RTANT OWNER INFO RMATIO N THIS DRAWING IS BASED GN THE OVNER'S ACCEPTANCE OF THE CURRENTLY ADOPTED EDITION(EITHER STATE OR LCCA)OF NFPA 25 AS THE APPLICABLE STANDARD FOR THE INSPECTICN,TESTING AND MAINTENANCE OF VATER BASED FIRE PROTECTION SYSTEMS.PER SECTION 4.1, THE RESPONSIBILITY FOR PROPERLY MAINTAINING A WATER BASED FIRE PROTECTIDN SYSTEM SHALL BE THAT OF THE OWNER.IF THE BUILDING OWNER HAS NOT RECEIVED A COPY OF THIS PAMPHLET AND/DR IS NOT FAMILIAR WITH THE GPERATIGN AND MAINTENANCE OF THIS SYSTEM PLEASE CONTACT THE NEAREST OFFICE OF WAYNE AUTOMATIC FIRE SPRINKLERS,INC. CPVC COMPATIBILITY NOTICE CPVC FIRE SPRINKLER PIPING SYSTEMS HAVE BEEN USED SUCCESSFULLY FOR MORE THAN 20 YEARS IN NEW CONSTRUCTION,RE-PIPE AND REPAIR.CPVC PRODUCTS ARE IDEALLY SUITED FOR THESE APPLICATIONS DUE TO THEIR OUTSTANDING CORROSION RESISTANCE. OCCASIONALLY,HOWEVER,CPVC CAN BE DAMAGED BY CONTACT WITH CHEMICALS FOUND IN SOME CONSTRUCTION MATERIALS(IE-SOME WIRES, FLUX,PETROLEUM BASED PRODUCTS,ETC.)AND ANCILLARY PRODUCTS SUCH AS THREAD SEALANTS,LEAK DETECTORS,FIRESTUPS,ETC.ANY PRODUCT THAT COMES IN CONTACT WITH CPVC SPRINKLER PIPE MUST BE EVALUATED IN ACCORDANCE WITH THE SYSTEM COMPATIBILITY PROGRAM AS FOUND AT VVW.SYSTEMCCMPATIBLE.CUM COPYRIGHT ALL DOCUMENTS,INCLUDING ORIGINAL DRAWINGS,SPECIFICATIONS,FIELD NOTES,ESTIMATES AND DATA.INCLUDING COMPUTER PROGRAMS PURSUANT TO THIS PROJECT ARE AND WILL REMAIN THE PROPERTY OF WAYNE AUTOMATIC FIRE SPRINKLERS,INC, • ALL UNDERGROUND PIPING IS BY OTHERS. (`✓AFS)AS INSTRUMENTS OF SERVICE THEY ARE NOT INTENDED,NOR REPRESENTED TO BE SUITABLE FOR RE-USE BY THE CLIENT, CR OTHERS,CN EXTENSION OF THIS PROJECT,OR FOR ANY OTHER PROJECT.ANY REUSE,OR ADAPTATION OF THE INFORMATION • PLANS ARE PROVIDED FOR HYDRAULIC REFERENCE NDS ( CONTAINED'HEREIN,WITHOUT SPECIFIC WRITTEN PERMISSION FROM WAFS WILL BE AT THE CLIENTS SOLE RISK,WITHOUT PURPOSES AND FDC LOCATIONS ONLY 1l (2)1"APPROVED RPZ LIABILITY,OR LEGAL EXPOSURE TO WAFS,AND WILL ENTITLE WAFS TO FURTHER COMPENSATION AT RATES TO BE AGREED ON BETWEEN WAFS AND THE CLIENT.THE CLIENT SHALL ALSO INDEMNIFY AND HOLD WAFS HARMLESS FROM ANY AND ALL CLAIMS, • UNDERGROUND CONTRACTOR SHALL BE A FS 633 LICENSED ''' BACKFLOW PREVENTORS DAMAGES,CUSSES AND EXPENSES,INCLUDING ATTORNEYS FEES RESULTING FROM ANY SUCH PERMISSIONS. CLASS I, I!DR V FIRE PROTECTION CONTRACTOR. `(� .. �� EX.1"IRRIGATION METER • UNDERGROUND CONTRACTOR IS TO PROVIDE WAFS WITH TEST _ - CERTIFICATES INDICATING COMPLETION OF HYDROSTATIC TEST 1 ,._,„-.: AND FLUSH PER NFPA 24 PRIOR TO WAFS CONNECTING TO DINT OF CONNECTION FOR POTABLE WATER SERVICE G R A P H I C E L E M E N T S NOT E Lao'= THE UNDERGROUND. an ( (CONTRACTOR TO CONNECT TO EXISTING 1"WATER METER, FIRE SPRINKLER CONSTRUCTION DRAWINGS AND SHOP DRAWINGS MAY INCLUDE BACKGROUND DRAWINGS OR GRAPHICS BORROWED UNDERGROUND CONTRACTOR SHALL COORDINATE SIZE AND .. I POINT OF SERVICE FRUP THE ARCHITECTURAL,CIVIL.STRUCTURAL,OR MEP DRAWINGS THESE REFERENCE BACKGROUND ELEMENTS ARE FUR THE BACKFLOW PREVENTERS MUST BE TESTED GENERAL INFCRMATICN OR CONTEXT ONLY AND THE FIRE SPRINKLER ENGINEER DOES NOT ACCEPT ANY RESPONSIBILITY FOR THESE ELEMENTS. THE FIRE SPRINKLER ENGINEER IS ONLY RESPONSIBLE FOR THOSE PORTIONS OF THE FIRE SPRINKLER � LOCATION of LEAD-!NS WITH WAFS, i � �'''�,'• �, � BY A CERTIFIED TESTER AND A COPY OF THE RESULTS 297 LFI"WATER SERVICE DRAWINGS DEPICTING FIRE SPRINKLER SCOPES OF WORK, REFER TO APPROVED ARCHITECTURAL,STRUCTURAL,MEP OR CIVIL UNDERGROUND CONTRACTOR SHALL NOTIFY WAFS OF MAKE 1 TSR W W.- n2gWINGS!OR AUTHORITATIVE EXPRESSIONS OF BACKGROUND INFORMATION THAT MAY BE UTILIZED IN FIRE SPRINKLER • AND MODEL OF BACKFLOW PREVENTER USED WHEN IN THEIR I( O SENT TO MALCOLM CLEMONS AT ATLANTIC BEACH PUBLIC WORKS. _ i FrF"®��r,,x DRAWINGS OR DETAILS I F F F...�.---F • SCOPE. 3 v 2 8"x6"TAPPING �) Fes—` F F".� j� - - - -- - -- -- --ALL TAMPER SWITCHES REQUIRED ON UNDERGROUND NOT IN ! �•" . O 265 LF 6"PVC FIRE LINE) 90 BEN - WAFS SCOPE SHALL BE BY OTHERS. VALVEBSLEEVES WATER SUPPLY INFORMATION BKS.. BKl _ __ _.___. -.... I _ _ _, _ .__._.._.,,__ - __ ,,,___._._.....-..._,.._ _......__,___ _ ACTUAL FIRE PUM DRG1GfdT DR EXTRAPOLATED P � N (AS REWD BY AKD SIZEi GPM 6`1 t#tcSSEMBCY —. _ � HYDRANT @ PSI - j Iw„ STATIC PRESSURE 42 PSI - i 4 AL. "DDCVA PERFLOW 3 ' z #4 ATLANTIC BEACH DETAIL d RESIDUAL PRESSURE 35 POOO GP AT D y �a� ti M {j PITOT IN X35 PSI M NUR RTOFPORTS FFtOVER 914b AM y TEST PROVIDED BY CITY OF ATLANTIC BEACH SCALEI NONNOTESE a� //m/ )1 D OCATION 2389 MAYPORT ROAD 00500N ---- F"10 DESIGN CRITERIA SYSTEM / DESIGN AREA # . i 1\ ' \ `I HAZARD CLASS II ` i # i I 1 � i s I � � t i"'�`. i( 1 ff SPRD+AQfRS N DESIGN AREA j ?jj 1 itI I „ ' ` MINIMUM DENSITY it i6 j1 i `: °, \ i [ DESIGN AREA S.F, ` f FIRE SEPT CONNECTION I I AIL Y. .,_. t .., <<t,,, I `, 1 GPM REQ'D @ BASR . . FPI:1"FOf7 I. € ~) \, Ii T 'i e I a i j it D @ TEST I GPM REQ'D 2 TEST I ELEVATION a HIGIfST SPRDi9.ER ( =E \ 1 11 HOSE INSIDE/OUTSIDE / I { SHUT OFF VALVE \' \ ' /e y2 45°BENDSDOMESTIC DEMAND (IN C.I.VALVE BOX) -. I I S I A FIRE LINE CONNECTIO , ' ; PRINKLERS SPACING ti. IE.=12.00 \ : 4/4 TSR �°� ? SYMBOL MAXIMUM MINIMUM COMMENTS 6')JATER MAIN_) %�,° BSR , RCULATING f] 7}{" yoiy a . " # i 1"WATER SERVICE _". CONNECTION IE.=12.00 ,. 7 ,e PLUMBING (REFER PLANS FOR CONT.) t` 001 k ,', SHUT OFF VALVE _._...,..,.._.,; ( C I VALVE B , SITE AREA$w,y�,�, -s B �° ",rqr I ! irrr, �r,'As, n..,..,.�3 ,.. .s . sd A ,� I 4y€ f 'S IF- 2m.G i r r ' i *` h f , QUANTITY—T SPRINKLERS \ m= ._ � SYMB. 1ST 2ND 3RD 4TH SIN SIZE K TEMP MODEL - i 1 E O 3# i x� iI ifJ. C:) d1 I I t:t i 3 I,t 3 31 '�'1'-",,.v,,. :s%€ 3`1)' d a' n € LI ",T .;,(;ii 1 b '? A , i b ;�. `.; ikll i }{377 # ' (j[{ 1i I 1 I / /r �#� 1fi � �' i / s - 4, .--.«,,,,,,,,,,,,,,,,,,,,__,_.— I � 1_m �I # if,, it it I # �I i I `''.._, ~ TOTAL PER FLOOR itF (i �E it UI i if s`�MpU , .._......... .................N i I i it TOTAL THIS SHEET : : # it 4 , h It DATE SUBMITTAIS By 3!26115 QA REVIEW BD 4 2 4 ` I � N0. DATE REVISIONS BY "4 XX/XX/XX { 0 WAYNE Automatic Fire Sprinklers,Inc. MAIN OFFICE -- ORLANDO FLORIDA 222 CA FLOFOA 34761 TEST HYDRANT (407) 856— FAX: (407) 656-6026 At STATIC:42 PSI FL TARDA" FL PMAPANIO f ACEI FL RESIDUAL:35 PSI t132e DISTRIDUTION AVE.WEST 3226 CHERRY PALM OWE 30 NW 76TH(TH3WACE JACKSONVILLE,FL 32258-2745 TAMPA.FL 33SID-SM7 POMPANO BEACH R-33084-H06 ELEVATION:2 FT PHONE(904)266-3030 PH6M�(613)630-0303 PHONE(954)99-3030 FAX(904)2Be-0724 FAX(83)830.032 FAX(854)917-9424 CTE� � HYD FT. MYEM FL dC STATE Lex 4683 LA-FEW AVE 4371)MDTORSPORT DRIVE NC SPF&t3,E§29745 FT.MYERS,FL 33905-^4924 COQ,NC 2B27-8977 NO ALAAk 29222 SP LV PHONE(239)433-3030 PHONE:(704)782-3032 SC SPF&JO-ER IIB FAX(239)433-3263 FAX 0104)795-68`38 SC ALARIA 3385 DOLLAR TREE MAYPORT ROAD ATLANTIC BEACH, FL HUTTON COMPANY 736 CHERRY STREET CHATTANOOGA TN 37402 1 LOW HYDRANT BUILDING APPROX.400 FT SOUTH F R O PERMITONLYSHEET TITLE# FIRE PROTECTION SITE PLAN FLOWI,000GPM DRAWN BY, ROBERT DEWAR, P.E. TOTAL A/S# 89 DATE, MARCH 25, 2015 AHJI CITY OF ATLANTIC BEACH NOTFORCONSTRUCTION 1 1 , CONTRACT # 10 0 20 40 � � � � 203733 CENTER OF TILE JOB? YES NO CENTER ON FIXTURES JOB?OYES NO SHEET # CONSTRUCTION TYPE, IIB SCALE 1"=20' OCCUPANCY, FPSml MIS , Hazard Fire Protection Engineering, Inc. 222 CAPITOL COURT OCOEE,FL 34761 PH:(407)877-5578 FAX:(407)656-BM Robert J. Dewar, P.E. Ed S. Snider, P.E. Certificate of Authorization Number 29M FL License No. 70937 FL License No. 71374 SAMMY SWDRI ' ALL MAT ,A, IL APPLICABLE TO THIS PROJECT WILL (NUT INCLUDED) TOP BEAM CLAMP IMPORTANT OWNER INFORMATIONi (SAMPLE SPARE SPRINKLER _ (PURLIN SPACING) , I d THIS DRAWING IS BASED ON THE OVNER'S ACCEPTANCE THE CURRENTLY ADOPTED EDITION(EITHER STATE OR LOCAL)OF NFPA 25 AS BEIN131CATEp WITH ( ) „4 ..<_ V FOR Y TO 4 PIPE 1 CABINET SHOWN) THE APPLICABLE STANDARD FUR THE INSPECTION TESTING AN➢MAINTENAN E C VATER BASED FIRE PROTECTION SYSTEMS.PER SECTi@ 4.L v��"" THE RESPONSIBILITY FOR PROPERLY MAINTAINING A WATE2 BASED FIRE PROTECTION SYSTEM SHALL BE THAT OF THE OWNER.IF THE FOR 5' TO 8' PIPE BUILDING OWNER HAS NET RECEIVED A COPY OF THIS PAMPHLET AND/OR IS NOT FAMILIAR WITH THE OPERATION AND MAINTENANCE OF THIS _M N NEAREST OF WAYh A NKINC.ALL PLASTIC PIPE 3/4" THROUGH 29' SHALL BE UL LISTED OR FM APPROVED CPVC MANUFACTURED IN SYSTEM,PLEASE CONTACT THE NE FS FILE OF E AUTOMATIC FIRE SPRINKLERS,I ACCORDANCE WITH ASTM F-442, r4;.:.` A BA \ C F'VC C O MPATIBIL,ITY NO TIC E (� `� CPVC FIRE SPRINKLER PIPING SYSTEMS HAVE BEEN USED SUCCESSFULLY FOR MORE THAN 20 YEARS IN NEW CONSTRUCTION,RE-PIPE AND ````'".,�;•`�;+.,;„”' "^'�"'" A l'� REPAIR.CPVC PRODUCTS ARE IDEALLY SUITED FOR THESE APPLICATIONS DUE TO THEIR CUTSTAKI ING CORROSION RESISTANCE. G: ALL PLASTIC FITTINGS SHALL BE UL LISTED OR FM APPROVED CPVC MANUFACTURED IN ACCORDANCE SPRINKLER HEAD OCCASIDNAI LY,HOWEVER CFVC CAN BE DAMAGED BY CONTACT WITH CHEMICALS FOUND IN SOME CONSTRUCTION MATERIALS CIE:SOME WIRES, h "' '� ! FLUX,PETROLELM BASED PRODUCTS,ETC.)AND ANCILLARY PRODUCTS SUCH AS THREAD SEALANTS,LEAK DETECTORS,FIRESTOPS,ETC.ANY WITH ASTM F438, ASTM F439 OR ASTM F1970. i- µ SEE DETAIL j � � ,N PRODUCT THAT CONES IN CONTACT WITH VC SPRINKLER PI LSi HE EVALUATED IN ACCORDANCE WtTh THE SYSTEM COMPATIBILITY ALL CPVC PIPE AND FITTINGS SHALL BE ASSEMBLED USING 'ONE STEP' 500 CEMENT. 6� TYP, - J LPP r PROGRAM AS FOUND AT WW'V.SYSTEMCOMPAT]B_E CON ` r C VIEWS STEEL PIPE i ''•' - - - __ -- COPYRIGH CPVC PIPE SHALL BE ALLOWED TO BE USED IN ORDINARY HAZARD ROOMS OF 400 SQUARE FEET OR ALL THREAD ROD SPRINKLER HEAD ALL DOCUMENTS,INC EUDING ORIGINAL DRAWINGS,SPECIFICATIONS,FIELD NOTES ESTIMATES AND DATA,INCLUDING COMPUTER �+ (� W ^y OCCUPANCIES q+ (+ +� �+ HANGER RING PROGRAMS PURSUANT TO THIS PROJECT ARE AND WILL REMAIN THE PROPERTY OF VAYNE AUTOMATIC FIRE SPRINKLERS,INC. LESS OF OTHERWISE LIGHT HAZARD OCCUPANCIES (NFPA 13 SECTION 6.3.6.2 DR NFPA 13R SECTION TW AS INSTRUMENTS OF SERVICE,THEY ARE NOT INTENDED,NOR REPRESENTED TO BE SUITABLE FOR RE-USE BY THE CLIENT, 5.2.2.3}. ' FOR ' TO 4' PIPE OR OTHERS,O4 EXTENSION OF THIS PROJECT,OR FOR ANY OTHER PRO!ECT,ANY REUSE.OR ADAPTATION OF THE INFORMATION CONTAINED O HEREIN,EXPOSURE T SPECIFIC WRITTEN PERMISSION FROM o FS WH L CO T ��Kra PURLIN MINIMUM , , , NFPA 13 6:2,9,5 THE STACK OF SPARE SPRINKLERS SHALL INCLUDE ALL � _ °AT THE CLIENTS SOLE RISK,WITHOUT FOR 5 TO PIPE DESIGNER BETWEEN WAFS AND THE CLIENT.THE CLIENT SHALL ALSO INDEM:N/FY AID'HOLD WAFS HARMLESS FROM ANY AND ALL CLAIMS, I � � LIABILITY,OR LEGAL EXPOSURE TO WAFS,ANO WILL ENTITLE WAFS IO FURTHER COMPENSATION AT RATES TO 3E AGREED ON ALL r TO 2" THREADED BLACK STEEL PIPE SHALL BE UL LISTED/FM APPROVED AND MANUFACTURED THICKNESS ,037' REFERENCE TABLE 3 - MAXIMUM SUPPORT SPACING TYPES AND RATINGS INSTALLED AND SHALL BE AS FOLLOWS' DAMAGES,LOSSES AND EXPENSES,INCLUDING ATTORNEYS FEES RESULTING FROM ANY SUCH PERMISSIONS. IN ACCORDANCE WITH ASTM A-135 OR A-795. ACCEPTABLE PIPE BRANDS ARE WHEATLAND TYP, (X2) 9' LENGTH 'MEGATHREAD', ALLIED 'DYNATHREAD', BULL MOOSE TUBE 'EDDYTHREAD' AND WELDED TUBE-BERKELEY NOM, PIPE FOR PROTECTED FACILITIES HAVING UNDER 300 SPRINKLERS - SIZE A B* c NO FEWER THAN SIX SPRINKLERS, 'STEADY—THREAD'. ALL PIPE SHALL BE CPVC COMPATIBLE. FIRE SPRINKLER CONSTRUCTION DRAWINGS AND SHOP DRAWINGS MAY INCLUDE BACKGROUND DRAWINGS OR GRAPHICS BORROWED :1 fRCM THE ARCHITECTURAL,CIV:,STRUCTURAL,OR MEP DRAWINGS. THESE REFERENCE BACKGROUND ELEMENTS ARE FOR i' T-0' MAX, 12'-0' MAX. 3' MIN, ❑ FOR PROTECTED FACILITIES HAVING 300 TO 1000 SPRINKLERS GENERAL IN OR CONTEXT ONLY AND THE FIRE SPRINKLER ENGINEER DOES NOT ACCEPT ANY RESPONSIBILITY FOR ALL 1" TO 2" THREADED GALVANIZED PIPE WILL BE SCHEDULE 40 HOT DIPPED GALVANIZED DESIGNER REFERENCE HANGER RING — THESE ELEMENTS. THE FIRE SPRINKLER ENGINEER IS ONLY RESPONSIBLE FOR THESE PORTIONS OF THE FIRE SPRINKLER MANUFACTURED IN ACCORDANCE WITH ASTM A--795 OR ASTM A-53. NO FEWER THAN 12 SPRINKLERS. DRAWINGS DEPICTING FIRE SPRINK.ER SCEPES OF WORK. REFER TO APPROVED ARCHITECTURAL,STRUCTURAL,PER OR CIVIL (PLANE OF PURLIN (SIZED TO PIPE) DRAWINGS FOR AUTHGRITATIVE EXPRESSIONS OF BACKGROUND RNFORMATION THAT MAY DE UTILIZED IN FIRE SPRINKLER BOTTOM DIRECTLY 144'-0' MAX, 12'-0' MAX, 3' MIN. DRAWINGS OR DETAILS ALL 1" TO 2" THREADED BLACK STEEL PIPE SHALL BE SCHEDULE 40 UL LISTED/FM APPROVED AND s:>� ABOVE PIPE TO CL ❑ FOR PROTECTED FACILITIES HAVING OVER 1000 SPRINKLERS - �:� NO FEWER THAN 24 SPRINKLERS. - - _ _ __ _ _ - _-_- , MANUFACTURED IN ACCORDANCE WITH ASTM A-795. ACCEPTABLE PIPE MANUFACTURERS ARE VIEWS OF PIPE) 1J�` TO 8' T-0' MAX, 15'-0' MAX, 3' MIN, WATER SUPPLY INFORMATION WHEATLAND, ALLIED, BULL MOOSE TUBE AND WELDED TUBE-BERKELEY. ALL PIPE SHALL BE CPVC I SCALE i,=6' DRY SPRINKLER HEADS WILL NOT BE PROVIDED PER NFPA COMPATIBLE. ACTUAL DST IR EXTRAPMATED FIRE PUMP - NOTE+ ALL HARDWARE 3/8` DIA, HANGER #Ol MAXIMUM SUPPORT SPACING FOR STEEL PIPE 13-6,2,9,4 (As REEYi)BY SIZE) GPM @ PSI - ALL 134" TO 4' GROOVED BLACK STEEL PIPE SHALL BE UL LISTED/FM APPROVED AND MANUFACTURED NFPA 13 STATIC PRESSURE 42 PSI - RI HANGER FOR 3/4 TO Ir PIPE Q—BEANO STEEL PIPE HANGER SPACING SPARE SPRINKLER HEAD CABINET HYDRANT ELEV, 2' IN ACCORDANCE WITH ASTM A795. ACCEPTABLE BRANDS ARE BULL MOOSE 'EDDYFLOW', WHEATLAND RESIDUAL PRESSURE 35 PSI 'MEGA-FLOW', ALLIED 'DYNA-FLOW' AND WELDED TUBE-BERKELEY 'STEADY-FLOW'. ALL PIPE SHALL BE '`Ilk j� - DATE OF TEST 1/12/15 SCALE: NONE v SCALE: NONE SCALD NONE FLOW IN GPM 1000 GPM TIME OF TEST 9146 AM CPVC COMPATIBLE. - E PITOT READING 35 PSI NL4®ER OF PORTS FLDVED 1 ANGLE IRON (SELECTED 00197N Automate Fire Sprinklers, Inc. 00588N Automatic Firs Sprinklers. Inc. 00532N TEST PROVIDED BY CITY OF ATLANTIC BEACH ❑ ALL 1)'4" TO 4" GROOVED BLACK STEEL PIPE SHALL BE SCHEDULE 10, UL LISTED/FM APPROVED AND ACCORDING TO CHART AT SCH 40 PIPE OR SCH 10 OR MANUFACTURED IN ACCORDANCE WITH ASTM A-795. ACCEPTABLE MANUFACTURERS ARE BULL SCH 30 PIPE CH 7 PIPE D OCATION 2389 MAYPORT ROAD i MOOSE, WHEATLAND, ALLIED AND WELDED TUBE-BERKELEY, ALL PIPE SHALL BE CPVC COMPATIBLE. RIGHT) DETAILVIEWS NUT & WASHER ON BOTH AA 1' 1 1/4' 1 1/2' 2' 2 /2' 3' 4` ALL GROOVED STEEL PIPE 6" AND LARGER SHALL BE UL LISTED/FM APPROVED SCHEDULE 10 AND SIDES OF EACH SLAT I; Z-PURLIN (MINIMUM DESIGN CRITERIA MANUFACTURED IN ACCORDANCE WITH ASTM A-135. 2'-0' ,11 ,12 ,12 .13 , 3 15 ,17 DESIGNER aw LG, X h' DIA, SLOT TYP, (X2) REFERENCE STEEL COLUMN---, ;; THICKNESS ,03T) SYSTEM /CLASS AREA # � HAZARD CLASS ALL GROOVED STEEL PIPE 11'4" AND LARGER SHALL BE SCHEDULE 10 HOT DIPPED GALVANIZED AND 3'-0' 17 ,18 18 ,20 ,_0 ,22 26 SEE DETAIL f (2) STRAP TIES LENDS (;ice #T SPRINT LERS IN DESIGN AREA MANUFACTURED IN ACCORDANCE WITH ASTM A-795. ROD CQUPLING 4`-0' 22 24 24 26 7 29 34 VIEWS 3 ON OPPOSING SIDES OF DSB-2 BOAT (CUTAWAY AIL V DESIGN MAREA SSf, ALL STEEL PIPE SHALL HAVE A CORROSION RESISTANCE RATIO (CRR) OF NOT LESS THAN 1.0 PER ALL THREAD ROD 2W LG, BOOT) TO SHOW Z-PURLIN SAMMY SWDRI PSI REOT @ BASR WAFS STANDARDS. 5'-0' .28 ,29 ,30 ,33 4 .37 43 E INSTALLATION) (INSTALL AT ! GPM REQD @ BASR TOP BEAM CLAMP I SAMMY SWDR 1 ALL BLACK THREADED FITTINGS SHALL BE DUCTILE IRON CLASS 150 OR CLASS 300 ANSI 816,3, CAST MIDPOINT) PSI REQ'➢ @TEST IRON CLASS 125 OR CLASS 250 ANSI 816.4 OR MALLEABLE IRON CLASS 150 OR CLASS 300 ANS! 6 -0 ,34 ,35 .36 ,39 Al, 1 .44 ,51 , I ADHESIVE (SELF-DRILLING) iI GPM REQ'➢ @TEST GLOBE VALVE AND I ELEVATDA @[UGEST 01110_ER 816.3• 7'-0' 39 41 .43 46 7 52 ,60 PLUG TYP. FOR AUX, \ SEE DETAIL VIE HOSE INSIDE/OUTSIDE DESIGNER ALL GALVANIZED THREADED FITTINGS SHALL BE MALLEABLE IRON CLASS 150 OR CLASS 300 ANSI DRAIN AND TESTING ' REFERENCE DOMESTIC DEMAND 816.3 WITH GALVANIZED COATING IN ACCORDANCE WITH ASTM A-153, 45 .47 49 52 4 59 68 (SHOWN FOR EXAMPLE - I , TOP BEAM CLAMP ONLY) \ ( ` SPRINKLERS SPACING ROUND TO NEXT LARGEST A DIMENSION I / 1 ALL WELDED OUTLETS SHALL BE UL LISTED OR FM APPROVED AND MANUFACTURED IN ACCORDANCE \ \,' I SYMBOL MAXIMUM MINIMUM COMMENTS WITH ANSI B16.11. ANGLE FIN SPLIT RING i \ �\ / \ 1\\) % - h ` ' PE HANGER GROOVED FITTINGS SHALL BE UL LISTED OR FM APPROVED AND MANUFACTURED IN ACCORDANCE WITH 3 X 2 X 1/4 (MODULUSCMO➢JLUS ASTM A-536 FOR DUCTILE IRON OR ASTM A-47 FOR MALLEABLE IRON. ,XX LESS THAN OR EQUALTO ,54) -- = - ' �� \ PURLIN BOTTOM -v;,' ----- -�M- `- � � ' \\\ BACK-UP NUT 3' X 3' X 3/8' (MODULUS MORE THAN ` (INCLUDED) TO PIPE ALL GALVANIZED GROOVED FITTINGS SHALL BE UL LISTED OR FM APPROVED AND MANUFACTURED IN XX " '=`-=- \� DIMENSION ACCORDANCE WITH ASTM A-536 FOR DUCTILE IRON DR ASTM A-47 FOR MALLEABLE IRON. TOLCO FIG, 75 54 AND LESS THAN 1R EQUAL TO ,83> ALL GALVANIZED COATING SHALL BE IN ACCORDANCE WITH ASTM A-153. HANGER RING -- = - - 1 DIA, THROUGH THREAD ROD (SIZED TO PIPE) ="" -: HANGER RING ALL GROOVED STEEL PIPE SHALL BE ROLL GROOVED PER PIPE MANUFACTURER REQUIREMENTS. _," � - CLEARANCE HALE - INSULATED FREEZER SIZED TO PIPE G PIP A FRT T HALER TRAPEZE FOR Z—PURLINS STEEL ' ALL W/ UP TO 4' PIPE — OVER 2:12 SLOPE COLUMN THREAD ROD STRUCTURE It HANGER *09D HANGER 2 SCALD NONE SCALE, NONE VERTICAL BRACE FOR UP TO 2w STEEL PPE DSB-2 SPRINKLER BOOT INSTALLATION SAMMY SWDRI r TO 4' PIPE HANGER E -------- �. SCALE= NONE SCALE, NONE SCALE: NONE QUANTITY--i SPRINKLERS E 00593N 00265N Fkv hu 00295N Automatic Fire Sprinklers, Inc, 00528N Fire }'a• 00248N SYMB, IST 2ND 3RD 4TH SIN SIZE K TEMP MODEL CEILING COMPONENT LIST ! ! WALL TYPE 3' GROOVED COUPLING CAN VARY 20 21 27 SEE HEAD BOX DETAIL FOR DESIGN AND INSTALLATION TO BE IN ACCORDANCE WITH 2007 EDITION OF NFPA 13. Z 3' GROOVED 90' ELL F, NOTE+ VERIFY QUANTITY OF SPARE DESIGN AND INSTALLATION TO BE IN ACCORDANCE WITH ALL APPLICABLE LOCAL AND STATE CODES VOLTAGE SPRINKLERS ! ALL PIPE AND FITTINGS USED ON THIS PROJECT TO BE IN ACCORDANCE WITH APPLICABLE TYPICAL STANDARD B X 3 DIA, PRS, GAUGE 1 CODES AND WAFS STANDARDS. SEE PIPE AND FITTINGS GENERAL NOTES (WAFS DETAIL SPRAY PENDENT A TYPICAL V THREADED PLUG (X5) 2 #00593N). SPRINKLER OBSTRUCTION ALL HANGERS AND ANY REQUIRED BRACING SHALL BE DESIGNED AND INSTALLED IN BRONZE 3-WAY VALVE ? TOTAL PER FLOOR ACCORDANCE WITH NFPA 13, MANUFACTURER'S INSTRUCTIONS AND THEIR LISTING. �' X 0-3 THREADED NIPPLE O 25 SEE HYDRAULIC DATA ----"-- o ALL PENETRATIONS THROUGH RATED BUILDING ASSEMBLIES SHALL BE SEALED WITH FIRE PLATE DETAIL — CAULK IN ACCORDANCE WITH DETAILS PROVIDED. WAFS POLICY IS TO USE HILTI FS ONE OR a ` X X' HEX BUSHINGSTI LCI. T R TOTAL THIS SHEET UNDERGROUND MAINS AND LEAD-INS SHALL BE FLUSHED AND SIGNED TEST CERTIFICATES ' THREAD-O-LET ON 3' PIPE 3 9 PROVIDED BEFORE A CONNECTION IS MADE TO THE SYSTEM. CEILING , 4 5 6 7 8 = 10 DATE SUBMITTAT� BY ALL PIPING SHALL SE INSPECTED AND APPROVED BY PROPER AUTHORITIES PRIOR TO 1� THREAD-O-LET ON 3 PIPE 11 3/26/15 QA REVIEW BD COVERING WITH DRYWALL. COPIES OF SIGNED TEST CERTIFICATES ARE TO BE FORWARDED io DETAIL VIEW TO THE PROPER RECIPIENTS. ly' X 0-6 THREADED NIPPLE ALL SYSTEMS SHALL BE TESTED FOR 2 HOURS AT 200 PSI OR 50 PSI GREATER THAN 11 1Y4' AGF M1000 TEST AND DRAIN W/ FROM OPPOSITE rx MAXIMUM SYSTEM WORKING PRESSURE, WHICHEVER IS GREATER. ' ORIFICE SIDE OF WALL 6' MIN. r ALL SOFFITS REQUIRED TO CONCEAL SPRINKLER PIPING ARE BY OTHERS. (1 ALL WIRING OF DEVICES (FLOW SWITCHES, TAMPER SWITCHES, COMPRESSORS, ETC) IS BY T — 12 3' FLOW SWITCH SYSTEM CONTROL B 12 �. N0. DATE REVISIONS BY OTHERS. TYPICAL STANDARD i3 3' X 11' SLIP-ON WELD FLANGE CONNECTION OF SPRINKLER DEVICES TO THE BUILDING ALARM OR MONITORING SYSTEM IS BY SPRAY UPRIGHT VALVE E' CHECK OTHERS' SPRINKLER A TYPICAL i4 6' NUT, BOLT & GASKET KIT i xx/xz/xX - ALL PAINTING OF PIPE AS REQUIRED IS BY OTHERS. OBSTRUCTION VALVE ON ALL INSULATION REQUIRED FOR FREEZE PROTECTION OF SPRINKLER SYSTEM IS BY OTHERS. 15 6' DIP UNI-FLANGE IBACKFLOW HEATING OF ROOMS TO MAINTAIN TEMPERATURES OF 40 DEGREES OR GREATER IS BY OTHERS. 16 iy' SPLIT WALL PLATE FIRE DEPARTMENT CONNECTIONS SHALL BE LOCATED NOT LESS THAN 18' AND NOT MORE —_ -THAN 48" ABOVE THE LEVEL OF THE ADJACENT GRADE. 17 THRD, 90' ELL 22 QUICK RESPONSE SPRINKLERS SHALL BE USED IN ALL LIGHT HAZARD AREAS. 18 1Y,' GALV, 45' ELL T-T 5'-0` SPARE SPRINKLERS OF EACH TYPE (EXCLUDING DRY) SHALL BE PROVIDED ON THE PREMISES C1' 26 _ AS FOLLOWS: i9 1�' X 4' GALV, THRD X A.F.F. r o LESS THAN 300 - 6 SPRINKLERS PLAIN NIPPLE (TOE) WNME o 300 TO 1000 - 12 SPRINKLERS o OVER 1000 - 24 SPRINKLERS 20 6' ALARM BELL 18 25 REFER TO SPACING NOTES ON PLANS FOR MAXIMUM CALCULATED SPACING ALLOWANCES. DISTANCE FROM MAXIMUM ALLOWABLE DISTANCE OF 21 BELL BOX 19 Automatic Fire Sprinklers,Inc. SPRINKLERS SHALL BE INSTALLED IN ALL AREAS EXCEPT AS FOLLOWS: SPRINKLER TO SIDE OF DEFLECTOR ABOVE BOTTOM OF ANY PORCHES, BALCONIES OR OVERHANGS THAT ARE NON-COMBUSTIBLE AND ARE NOT OBSTRUCTION (A) OBSTRUCTION (IN,) (B) 13 i4 16 (x2) o 22 �' SCH, 40 GALV, PIPE BOR R AIN OFFICE — ORLANDO, FLORIDA USED FOR STORAGE. LESS THAN 1 FT. 0 o CORRIDORS THAT ARE NON-COMBUSTIBLE IN CONSTRUCTION AND AT LEAST 50% OPEN. 23 c�22 CAPITOL T FLOFiDA 34761 1 FT, TO LESS THAN 1 FT, 6 IN, v =4On gsg' p pqX' (qp�,) 858—eoe6 o AT THE TOP OF ALL ELEVATOR SHAFTS WHERE THE CAR ENCLOSURE MEETS THE 15 REQUIREMENTS of ASME At7.1. 1 FT, 6 1N, TO LESS THAN 2 FT, 3 24 1'-0° R TAMPA, FL EPMdPAND BEACK M o RRACE AT THE BOTTOM OF ENCLOSED NON COMBUSTIBLE ELEVATOR SHAFTS THAT DO NOT 2 FT, TO LESS THAN 2 FT, 6 IN, 5 ACK WOLF-FIL AVE WEST 3226 A.FL 360-PAW DRIVE37AND BE ten(T nO64 JAC,KSCXJYLl.E R.32256-2746 TAAPA.FL 33619-8337 PO)RANO BFA[:Fl FL 33064-1408 CONTAIN COMBUSTIBLE HYDRAULIC FLUID. 25 3' SCH, 7 BLACK STEEL ! ca)2e6 30� (6v)63D-0303 (ee4)en-3o3o 2 FT, 6 IN, TO LESS THAN 3 FT. 7 FAX (904)268-U724 FAX(813)6 0312 FAX(954)9D-84c4 WAFS TO PROVIDE ALL REQUIRED SIGNAGE PER NFPA 13 INCLUDING BUT N07 LIMITED TO G G. VALVES, HYDRAULIC PLACARDS, AND INSPECTION TAGS AS REQUIRED BY FS 633. 3 FT, TO LESS THAN 3 FT, 6 IN, 9 26 1Y4' SCH, 30 BLACK STEEL ° G a °" ( sF e. ► . FIL71 RMC STATE 3 FT, 6 IN, TO LESS THAN 4 FT, 12 27 i2-HEAD SPARE HEAD CABINET SPLASH BLOCK ° a .M ,FIL` 3 4�4E 4370 CONCORD.NC 2BOI NIC ALARM SP� °�V 4 FT, TO LESS THAN 4 FT, 6 IN, 14 BY OTHERS F ))4 3 (7704)� ALARM 4 FT, 6 IN. TO LESS THAN 5 FT. 16 DOLLAR T 5 FT, AND GREATER 18 ROTATED FOR CLARITY U-NFPA 13 TABLE 8,6,5,1:2 MAYPORT ROAD ATLANTIC BEACH, FL NFPA 13 SPRINKLER CLEARANCE W/ BST TGN � BUTTON COMPANY NFPA 13 07 GENERAL OT (STANDARD SPRAY UPRIGHT / STANDAR SPRAY PENDENT) 736 CHERRY STREET SCALE, NONE SCALD NONE TYPICAL 3° / FLOW SWITCH AIS TEST $ IN CHATTANOOGA,TN 37402 Automatic Fro SprinkEere, Inc. SCALE) NONE SHEET TITLEI FIRE PROTECTION SITE PLAN Automatic Fire Sprinklers, Inc. DRAWN BY, ROBERT DEWAR, P.E. 0048ON 00610N TOTAL A/S. $8 DATE) MARCH 25, 2015 AHJI CITY OF ATLANTIC BEACH CONTRACT # 203733 CENTER OF TILE JOB? E]YES NO CENTER ON FIXTURES JOB?�YES NO SHEET # CONSTRUCTION TYPE, IIB OCCUPANCY, FPDml M Er A , , I l III �� . 6 Z D, IU I a Hazard Fire Protection Engineering, Inc. � LIST g a CNMPNN NT , s 4 GROOVED 90 DRAIN ELL 222 CAPITO(.COURT FL 34761 OCD , 1 4 #577 GROOVED COUPLING 4 = PH:(4071877-5578 FAX: 407 656-6026 Robert J � GALV, 90 ELL ( 1 . Dewar.p�. Ed S. Snider, pE o _ 9 X 1 ® GALV, SCH. 40 Certificate of Authorization Number 238 FL License No.70937 FL License No.71374 ' o . f f 2 5 4 GROOVED 90 ELL AUTO-BALL DRIP VALVE . -11 l 10 4' GALV, SCH, 40 IMPORTANT, OWNER_ INFORMATION 4 X 2 X 2 STRAIGHT FDC (� GALV. 90 STREET ELL F:IS DRAWING IS BASED ON THE OWNER'S ACCEPTANCE F6 THE CURRENTLY ADOPTED EDITION(EITHER STATE OR LOCAL)OF NFPA 25 AS ROUGH BRASS WI BREAKABLE CAPS 11 4' SCH, 7 DYNA-FLOW � THE APPLICABLE STANDARD FOR THE INSPECTION,TESTING AND MAINTENANCE OF WATER BASED FIRE PROTECTION SYSTEMS.PER SECTION 4.1. 1 X ' GALV. HEX BUSHING BURIONS OWNER HAS NOT RECEIVED A COPY OF THIS PAMPHLET AND/OR IS NOT FAMILIAR WITH THE OPERATION AND MAINTENANCE OF THIS THE RESPONSIBILITY FOR PROPERLY MAINTAINING A WATER BASED FIRE PROTECTION SYSTEM SHALL BE THAT OF THE OWNER.IF THE AND WALL PLATE '._`.J � SYSTEM,PLEASE CONTACT THE NEAREST OFFICE OF WAYNE AUTOMATIC FIRE SPRINKLERS,INC. CPVC COMPATIBILITY NOTICE WALL / CPVC FIRE SPRINKLN ER PIPING SYSTEMS HAVE BEEN USED SUCCESSFULLY FOR MORE THAN 20 YEARS 1N NEW CONSTRUCTION.RE-PIPE AND OUTSIDE WALL (WALL TYPE AND REPAIR.CPVC PRODUCTS P.RE IDEALLY SUITED FOR THESE APPLICATIONS DUE TO THEIR OUTSTANDING CORROSION RESISTANCE. OCCASIONALLY,HOWEVER CPVC CAN BE DAMAGED BY CONTACT WITH CHEMICALS FOUND IN SOME CONSTRUCTION MATERIALS(IE,SOME WIRES, 1 THICKNESS CAN VARY) FLUX,PETROLEUM BASED PRODUCTS,ETC.)AND ANCILLARY PRODUCTS SUCH AS THREAD SEALANTS,LEAK DETECTORS,FIRESTGPS,ETC.ANY . , '`y � / / PRODUCT THAT OMES IN CONTACT WITH CPVC SPRINKLER PIPE MUST BE EVALUATED IN ACCORDANCE WITH THE SYSTEM COMPATIBILITY I %A /l y Y Y �� ` PRO,RAM AS FOUND AT VWV,SYSTEMCGMPATIBLECOM : % 11", 2 1 / i,,,,,, ,� . � -2, - - - 1 / _; C O P YR I C� -IT ALL DOCUMENTS,INCLUDING ORIGINAL DRAWINGS,SPECIFICATIONS,FIELD NOTES,ESTIMATES AND DATA,INCLUDING COMPUTER TO SYSTEM 1 PROGRAMS PURSUANT TO THIS PROJECT ARE AND WI L REMAIN THE PROPERTY C=''WAYNE AUTOMATIC FIRE SPRINKLERS,INC. J (VAFS)AS INSTRUMENTS OF SERVICE THEY ARE NOT INTENDED,NOR REPRESENTED TO BE SUITABLE FOR RE-USE BY THE CLIENT, 4' i CR OTHERS,GN EXTENSION OF THIS PRO,fCT,OR FGR ANY OTHER PROJECT,ANY REUSE,OR ADAPTATION OF THE INFORMATION LCSTAI,NED HEREIN,WITHOUT SPECIFIC WRITTEN PERMISSION FROM WAFS WILL BE AT THE CLIENTS SCLE RISK,WITHOUT 11 4' LIABILITY,OR LEGAL EXPOSURE TO'-'AFS,AND WILL ENTITLE WAFS TO FURTHER CGMPEN1ATIIIII AT RATES TO BE AGREED CN 7-O BETWEEN WAFS AND THE CLIENT THE CLIENT SHALL ALSO INDEMNIFY AND HOLD WAFS HARMLESS FROM ANY AND ALL CLAIMS, / LO ®®4q DAMAGES,LOSSES AND EXPENSES,INCLJDING ATTORNEYS FEES RESULTING FROM ANY SUCH JCH PERMISSIO!JS. `�.. ____ - __ -.--- _...._.__- �I LEM III 3 ENTS NOTE �� 1. I , GRAP�IIC� E FIRE SPRINKLER CONSTRUCTION DRAWINGS AND SHOP DRAWINGS MAY INCLUDE BACKGROUND DRAWINGS OR GRAPHICS BORROWED -, FROM THE ARCHITECTURAL,CIVIL,STRUCTURAL,OR MEP DRAWINGS THESE REFERENCE BACKGROUND ELEMENTS ARE FOR GENERAL INFORMATION OR CONTEXT ONLY AND THE FIRE SPRINKLER ENGINEER DOES NOT ACCEPT ANY RESPONSIBILITY FOR / / - THESE ELEMENTS. THE FIRE SPRINKLER ENGINEER IS ONLY RESPONSIBLE FOR THOSE PORTIONS OF THE FIRE SPRINKLER /� DRAWINGS DEPICTING FIRE SPRINKLER SCOPES OF WORK. REFER TO APPROVED ARCHITECTURAL,STRUCTURAL,MEP OR CIVIL DRAWINGS FOR AUTHORITATIVE EXPRESSIONS OF BACKGROUND INFORMATION THAT MAY BE UTILIZED IN FIRE SPRINKLER DRAWINGS OR DETAILS '' ~I '` WATER SUPPLY INFORMATION ___ o_ __.. __ € � i 1 F / € 1Bt[A1C�iT ff EXT IRE PUMP : RAPffaTED C , ACTUAL `� .amu. j x,.,, .., \ ,.,.. 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