The URL can be used to link to this page

13th Street West 56 l PLUMBING FIXTURES FIXTURE _ MFG CAT. NO. REMARKS WATER CLOSET HC ELJER 091 -0220 SEAT 124-2100 LAVATORY ELJER 051 -01 24 3RASS:358-1000 V) x ELECTRIC WATER COOLER HC HAWS HALF/HAC8S STANDARD OFA w PLUMBING ACCESSORIES ITEM MFG w HC GRAB BAR BOBRICK B5637X36/B�637X42 z CIO TOIL PAPER HOLDER E30BRICK E3685 �,�^" o l w Lj 0 NIC 2" 3/'fin 1__ 3• fn CQ O 41 I- C�,�-c CPv��p/g \ 30 Q _ HWH B� u7 ui M N TO SANITARY T COQ SERVICE . " CLEAN OUT 2" BUILDING No.2 PLUMBING LAYOUT TO BE INSTALLED L j- 1z6 r 4„ 3„ CLEAN OUT NUTS: PLUMBING FIXTURES AND ACCESSORIES SHALL CLEAN OUT TO BE INSTALLED BE FURNISHED AND INSTALLED IN COMPLIANCE WITH AT PROPERTY LINE AND MUST BE FLORIDA ACCESSIBILITY CODE FOR BUILDINGS. COVERED WITH RT-1 CONCRETE BOX WITH METAL LID, SET TO GRADE AND VISIBLE � BUILDING ' No.2 PLUMBING LAYOUT SCALE: 1 /8"=V-0" z mj ® v' 7'1 SOCKET METER 200A METER MAIN \, 120/208 30 200A 1a �■ HOUSE PNL T/C '�. 120 206V w MAIN LU r4wo UMD Li © 10CA Li 0 �A N _ ( 1 ) 4" PVC 4 - 250 MCM AL BUILDING Nc) . 2 MWH METER BANK DETAIL DATE: AUGUST 2005 N J� co SS S � SCALE; AS NOTED N PROJECT No. HP-1 HUMBER SHEETS _ PREPARED BY. 12 HOUSE PANEL 100AMP Robert IL Phifllps, PE 1535 LIGHT SURFACE MOUNTED 1 PHASE BUILDING No.2 ELECTRICAL LAYOUT AtanticaBeach,rk rFlor'daace at PALL NUMBER W/ EXHAUST CIR ITEM BRK BRK ITEM CIR 32233 I SCALE: 1 /8"=V-0" EXIST LIGHT 1 WALL PACK 30 �0 WALL PACK c 2 (aaa) xta-saas 3 IRRIGATION 1U 0 WP RECrPT 7eS GSI 4 EMERGENCY LIGHTING SPARE SPARE 6 DESIGNER: RK PHILLIPS DESIGN ENGINEER 175W MH WALL 7 Y S DATE N �Y: AUG 05 RD ROBERT K. PHILLIPS, PE " PACK (TYP.) 9 1 10 CHECKED BY: RK PHILLIPS FLORIDA REGISTRATION N0. 12 1 1 - � r 12 1 DATE: AUG 05— PE 48896 ��/ s/ /31.1) ...... ... . ... . i V) z 0 V) w oc o w z m g DOOR SCHEDULE 0 MATERIAL DETAILS REMARKS MARK TYPE SIZE FRAME DOOR o 1� A 11-'x14' ROLL_ UP DR. Iv1TIL MTL � a 2 B 3'-0"x7'-O"x1 3Z4" AL AL GL PROVIDE PANIC HARDWARE J 0 V DC7 a w I-- F- U) q 00 20'_9' ti vi 4 Ili �i Z ALL HARDWARE SHALL BE INSTALLED IN ACCORDANCE WITH STATE OF FLORIDA ACCESSIBILITY CODE FOR BUILDING. C I Lj ELEC. PANEL TYP. Lj U I B NOTE: TOILET WALLS HAVE 7/16" OSB. z ■ iIIiiiiIIIImI OVV a� I'Ih�II I >0 0i FIL-- T-4 ' I U g2 BUILDING No.2 LAYOUT SCALE: 1 8"=1 '-0" U) 0 .rJ DATE; 0 AUGUST 2005 SCALE: AS NOTED PROJECT No. 1100-05 NUMBER SHEETS PREPARED BY: 12 Robert Kr EhiHips, EE PAGE NUMBER 1535 Park Terrace East Atlantic Beach, Florida 32233 (904) 219-8385 DESIGNER: RK PHILLIPS DESIGN ENGINEER DRAWN BY: BD ROBERT K. PHILLIPS, PE DATE: AUG 05 _ CHECKED BY: RK PHILLIPS FLORIDA REGISTRATION NO. DATE: AUG 05 PE 48896 1(&5r h �� I 4'x4' VENT FAN STANDARD WALL PANELS STANDARD ROOF PANELS STANDARD WALL PANELS CONT. GUTTER & DOWNSPOUTS PANEL LIGHTING t!) Z O 7 W C) - w z m p0 14-'x14" OH DR w O CL O m V) STEEL DOUR TRACK (TYP) U-) BLDG. No.2 LEFT SIDE ELEVATION W BLDG. No 1 FRONT ELEVATION o SCALE: 1 /8"-1 '-0" SCALE: 1 a � m 4'x4' VENT FAN STANDARD WALL PANELS STANDARD ROOF PANELS STANDARD WALL PANELS CONT. GUTTER & DOWNSPOUTS N O PANEL LIGHTING Z - --- ----- ■ 111111f fill 1111111. 1.-1 mj ■ BLDG. Not REAR SIDE ELEVATION BLDG. No.2 RIGHT SIDE ELEVATIO SCALE: 1 /8"=I '—O" SCALE: 1 /8" 1 ' -0" >m ■ _ BUILDING CODE SUMMARY BUILDING ADDRESS: 13Th STREET WEST-- LOT 5 ATLANTIC BEACH, FL 32233 _ FLORIDA BUILDING LOGE 2001 CODE ENFORCEMENT : ATLANTIC BEACH FL. BUILDING DATA: NEW CONSTRUCTION — SHELL ONLY ASSEMBLY X BUSINESS EDUCATIONAL OCCUPANCY MERCANTILE RESIDENTIAL FACTORY — INDUSTRIAL INSTITUTIONAL UNREST INSTITUTIONAL REST STORAGE — GARAGE HAZARDOUS MIXED OCCUPANCY , YES NO ■J TYPE I TYPE IV P TYPE V UP CONSTRUCTION TYPE ll TYPE IV UP TYPE VI P TYPE TYPE III TYPE V P TYPE VI UP MIXED CONSTUCTION YES NO TYPE SPRINKU IYES FNO FIRE DISTRICT YES >jN0 BLDG HEIGHT 18' -- 0" MEAN ROOF HT, MEZZANINE YES XNO GROSS BLDG. FIRST FLOOR: 1860SF� AREA FIRST FLOOR THIRD FLOOR TOTAL: 1860SF _ - NUMBER OF UNITS 1 -- PROJECTED LEASE SPACES MEANS OF EGRESS DOORS TO EXTEPIOR TRAVEL DISTANCE TO EXIT — MAX CONDITION 54 FT NUMBER OF MAX SQ. FT. FLOOR 1860 SF DATE: MAX OCCUP. LOAD 2 EXITS MINIMUM NUMBER OF EXITS 1 — 1 PROVIDED AUGUST 2005 PARTY WALLS NR INTERIOR BEARING WALLSNR FIRE INTERIOR NONBEARING 'WALLS _ NR SCALE: RESISTANCE COLUMFLOOR NS NR CEILING BEAMS & TRUSSES) NR AS NOTED ROOF CELING NR EXTERIOR BEARING WALLS NR PROJECT Na. HWIi 1100-05 1 NUMBER SHEETS C� C� n PREPARED BY: 12 Robert K. Phillips, PE PAGE wu��ER 1535 Park Terrace East Atlantic Beach, Florida 32233 (soy) zia-•saes BUILDING ' N o.2 LIFE—SAFETY PLAN DESIGNER: RK PHILLIPS DESIGN ENGINEER SCALE: 1/8"=1 '-0" DATE: DRAWN BY. AUG 05 ROBERT K. PHILLIPS, PE CHECKED BY: RK PHILLIPS FLORIDA REGISTRATION NO. 10 Y . DATE: AUG 05 PE 48896 r 1 � Sf HWH pRY PI._UMBING FIXTI_)RES FIXTURE MFG CAT. NO. REMARKS WATER CLOSET HC --- ELJER 091 -0220 SEAT 124--2100 2» iT — LAVATORY ELDER 051 -01 '24 BRASS:358-1000 z o ELECTRIC WATER COOLER HC I HAWS HACF/HACBS STANDARD U�R �" > w PLUMBING ACCESSORIES u"(� 0 ITEM MFG CAI N.0 Li HC GRAB EAR BOBRICK 35637X36/135637X42 ' TOIL PAPER HOLDER BOBRICK 8685 Upd U 1 SNgW�R Wp,SNFR w U p I " WL. 3/4" J 1c- WG r'1- �� I p LO 2f f J Pj co qL 4 � o � pFP i IBUILDING No. 1 PLUMBING LAYOUT 1! - -1 I=;-I I T u CLEAN OUT TO BE INSTALLED AT PROPERTY LINE AND MUST BE COVERED WITH RT--1 CONCRETE BOX KI WITH METAL LID, SET TO GRADE AND VISIBLE. CLEAN OUT 4" TO SANITARY SERVICE NOTE: PLUMBING FIXTURES AND ACCESSORIES SHALL BE FURNISHED AND INSTALLED IN COMPLIANCE WITH HP-2 FLORIDA ACCESSIBILITY CODE FOR BUILDINGS. BUILDING No. 1 PLUMBING LAYOUT SCALE. 1/8"=I '—O" t� " GFI (TYP)\ �� GFI (TYP) � f OHWH W � LLH DRY i� 03. ED] �--4 1� I BOO MMMMMMMir 200A 1NOOA 100A 120 208V fogn MAIN UMD � 100A 0 x 0 (2) 4" PVC 4 -- 250 MCM AL 200A METER MAIN B U l L.D I N G No . 1 120/208 30 METER BANK DETAIL DATED 3 SOCKET METER AUGUST 2005 HOUSE PNL & T/C SCALE= FT AS NOTED TELEPHONE PROJECT No. " ENCL. 1100-05 NOTE: PLUMBING FIXTURES AND ACCESSORIES SHALL NUMBER SHEETS \� HP--1 BE FURNISHED AND INSTALLED IN COMPLIANCE WITH FLORIDA ACCESSIBILITY CODE FOR BUILDINGS. PREPARED BY: 12 LIGHT HOUSE PANEL - 1 OPHA�E Robert I�. Phillips, �.'E SURFACE MOUNTED PAGE NUMBER 1535 Park Terrace East BUILDING No. 1 ELECTRICAL LAYOUT ] LIGHT W/ EXHAUST CIR ITEM BRK QRK ITEM CIR Atlantic Beach, Florida 32233 11 — 1 WALL PACK 30 30 WALL PACK 2 (904) 219-8385 SCALE: 1/B„=1 -0” EXIST LIGHT 3 IRR GATION 20 20 WP f� GEPTACL GFI �} DESIGNER: RK PHILLIPS DESIGN ENGINEER i EMERGENCY LIGHTING SPARE ISA E 6 DRAWN BY: aD ROBERT K. PHILLIPS, PE 175W MH WALL 1 8 DATE: AUG a5 PACK (TYP.) 9 10 CHECKED BY: RK PHILLIPS FLORIDA REGISTRATION NO. 11 12 DATE: AUG 05 PE 48696 z uiDUT-TU-DUT OF STEEL a w z m DOOR SCHEDULE o MATERIAL DETAILS REMARKS '- U MARK TYPE SIZE FRAME DOOR 1 A 14'x14' ROLL UP DR. MTL M71- x 2 B 3'-0"x7'--0"x1 3/4" AL ALIGL PROVIDE PANIC HARDWARE a. 3 B3�-0 x7 -0 x1 3 4 AL ALLGL PROVIDE PANIC HARDWARE o a 4 A 1471-4' ROLL UP DR, M MTL m D ° OHWH Df2Y ➢ }. a - � O 11 i�. — 0 1 0 � NOTE: TOILET WALLS HAVE 7/16" OSB. a 7'-S" m 14'-100 z ALL HARDWARE SHALL BE INSTALLED IN ACCORDANCE WITH 13 STATE OF FLORIDA ACCESSIBILITY CODE FOR BUILDING. A4 a C3 I I d Q , �J Un ■ mj ELEC. PANEL---,, TYP. a 01 a C� (a) <u, � a BUILDING No. 1 LAYOUT SCALE: 1/8"=l '-O" DATE: AUGUST 2005 SCALE.- AS CALE:AS rVOTED PROJECT No. 1100-015 NUMBER SHEETS PREPARED BY: 12 Robert IL PidHip s' PE PAGE NUMBER 1535 Park Terrace East Atlantic Beach, Florida 32233 (904) 219-8385 DESIGNER: RK PHILLIPS DESIGN ENGINEER DRAWN BY: BD ROBERT K. PHILLIPS, PE DATE: AUG 05 _CHECKED BY: RK PHILLIPS FLORIDA REGISTRATION N0, DATE: AUG 05 PE 4BB96 i 4'x4' VENT FAN STANDARD WALL PANELS CONT. GUTTER & DOWNSPOUTS STANDARD WALL PANELS STANDARD ROOF PANELS -- /'�"� V) Z O N l w LJ Z m 0 I c�� I U -14'x14" OH DR 14'x14" OH DR W I � O I � 4 O CJ cn ROLL—UP STEEL DOOR �` �- STEEL DOOR TRACK (TYP) � W BLDG. No 1 FRONT ELEVATION BLDG. No 1 LEFT SIDE ELEVATION � © ' SCALE: SCALE: 1 /8"=V-0" CL y M 4'x4' VENT FAN STANDARD WALL PANELS M N 2 STANDARD ROUE PANELS STANDARD WALL PANELS PANEL LIGHTING P, ■ fT . . ... . . . . . . . . . . ...... . . . . . . im 1 RBLDG. Not RIGHT SIDE ELEVATION BLDG. No EAR SIDE ELEVATION _ ,. _ r SCALE: 1 /8"-1 '-0" SCALE: 1/8"=1 '-0'1 >0 ° HWH WASH 0 DRY 10- D BUILDING CODE SUMMARY BUILDING ADDRESS: 13th STREET WEST— LOTS 6&7 �� j�� 1 ATLANTIC BEACH, f=L 32233 � FLORIDA BUILDING CODE 2001 1. CODE ENFORCEMENT ATLANTIC BEACH, FL. BUILDING DATA: NEW CONSTRUCTION -- SI"1ELL ONLY ASSEMBLY BUSINESS EDUCATIONAL OCCUPANCY MERCANTILE RESIDENTIAL FACTORY — INDUSTRIAL �q INSTITUTIONAL UNREST) INSTITUTIONAL REST, X STORAGE — GARAGE HAZARDOUS MIXED OCCUPANCY YES I NO TYPE I TYPE IV P TYPE V UP CONSTRUCTION TYPE II _ TYPE IV UP TYPE VI P TYPE -TYPE II! TYPE V P TYPE VI UP MIXED CONSIUCTION YES L I NO TYPE SPRINKLED YES NO FIRE DISTRICT YES NNO BLDG HEIGHT 18' — 0" MEAN ROOF HT. MEZZANINE YES IXINO GROSS BLDG. FIRST FLOOR: 4000SF AREA FIRST FLOOR THIRD FLOOR TOTAL: 4000SF NUMBER OF UNITS 1 -- PROJECTED LEASE SPACES _ MEANS OF EGRESS DOORS TO EXTERIOR TRAVEL DISTANCE TO EXIT — MAX CONDITION 49 FT NUMBER OF MAX SO. FT. FLOOR 4000 SF DATE. EXITS MAX OCCUP. LOAD 2 MINIMUM NUMBER 0 EXITS 1 — 2 PROVIDED AMUS°T 2005 PARTY WALLS NR INTERIOR BEARING WALLS NR SCALE: FIRE INTERIOR NONBEARING WALLS NR RESISTANCE COLUMFLOOR NS NR CEILIN BEAMS & TRUSSES NR �� N®��® ROOF CEILING NR EXTERIOR BEARING WALLS NR PROJECT No. NUMBER SHEETS PREPARED BY: 12 Robert K. Phillips, PE PAGE NUMBER 1535 Park Terrace East Atlantic Beach, Florida 32233 (904) 219--8386 BUILDING N o. 1 LIFE—SAFETY PLAN DESIGNER: RK PHILLIPS DESIGN ENGINEER SCALE: 1 /8 =1 ' 0" DATE..N BY: ADUG 05 ROBERT K. PHILLIPS, PE CHECKED BY: RK PHILLIPS FLORIDA REGISTRATION NO. DATE: AUG 05 PE 48896 - l 12 STD ROOF PANEL -° STD ROOF PANEL 3" F.G. INSULATIONSTD ROOF PANEL 1 3" F.G. INSULATION 12 STD ROOF �PANEL INSULATION ROOF PURUN ROOF PURLIN 3" F.G. INSULATION STD END CAP 1 RCOF PURUN ROOF PURUN Z O GUTTER & DOWN SPOUTS \ R-19 F.G. INSULATION y FIRE CAULK ` Lv 3" FG MSC25 STL- FURRING 9 INSULATION 16" O.C. RIGID FRAME BEYOND \ SETAILGA4' EE D • RIGID FRAME BEYOND R-11 FG INSULATION � , SIDEWALL GIRT —. SIDEWALL GIRT - �— 6" METAL SPUDS --� 12' DR. HT._ I _ 24GA @ 24" OC m � I � 18, 0„ Fu- H 18'-0" Gl STANDARD SIDE WALL --�` �- RIGID FRAME BEYOND STANDARD SIDE WALL 1-HR RATED PARTITION ROLL-UP DOOR UL DESIGN U419 5/8 FIRECODE SHEE'IROCK EACH SIDE Z N3 FG SULATION �� INSULATION �~ l6" CONC. SL.-'\2 W,/ 3" TRACK < 6"X6"X10x10 W.M. __. VINYL BASE FINISH FL. SLAB FINISH FL. SLAB FLASHING ,_ � � 6" CONC. SLAB W/ FLASHING 6" CONC, SLAB W/ FINISH FL. SLAB 4 6"'x6"xiUx10 W.M. Z_ p 6„x6"x1Ox10 W.M. v ^6"X6"XIOX10 W.M./ pl 41 a v a dp � CCTI0IV D A,_ GRADE -f 4 1 I �� _ GRADE d' v 20" l _ �--VAPOR BARRIER l _ �`•-VAPOR BARRIER NT'S A`� v !�` COMPACT FILL v ! ' ---COMPACT FILL GRADE d f I nj _ 20" _ VAPOR BARRIER I -.—COMPACT FILL FOOTING F1 FOOTING F1 4 III-- . I f�11 ■ FOOTING F1 �r SECTION rA_' SECTION B SECTION C NTS � A4 ) NTS A4) NTS A O mi 11010 3x3x3/16 ©/W ROOF InIn PURLINS • 06 PURqF LIN �► FIRE VA nCAULK 1-HR RATED PARTITION 2"x4" WOOD STUDS 0I UL DESIGN 0419 016" OC 5/8" FIRECODE 1-HR RATED PARTITION 1 X4 TRIM- 7/16 OSB UL DESIGN U419 SHEETROCK EACH SIDE — MSC25 L. OC PLYWOOD SHTG. 5/8" FIRE-CODE SHEETROCK EACH SIDE _- RIGID FRAME - 5/8 FIRECODE SHEETROCK VN 177 7/16 OSB PLYWOOD SHTG, 2-2X4 PLATE 2"x4" WOOD STUDS -� C 916" OC \ 1/2" SHEETROCK D (�.,.T/\ I L (2 .6" MTL STUDS 24" OCDATE: NTS A4 AUGUST 2005 2X4 WOOD STUDS 2X4 WOOD STUDS 416" OC 416" OC 1/2" DRYWALL SCALE: DETA L _ VINYL BASE "�n . 10 NTS A4 PROJECT No. o n •a a Q e v q.. d' Q SECTION I NUMBER SHEETSE C T I 0 N ('E__� PREPARED BY: �11aps, .�NTS A4 obe . P�. PE 1535 Park Terrace East PAGE NUMBER Atlantic Beach, Florida 32233 (904) 219-8385 DESIGNER: RK PHILLIPS DESIGN ENGINEER DRAWN BY: BD ROBERT K. PHILLIPS, PE DATE: AUG 05 _ e CHECKED BY: RK PHILLIPS FLORIDA REGISTRATION NO. DATE: UG 05 PE 48896 , GENERAL NOTES GENERAL DACKFILL MAIIRIAL 1 . TOPOGRAPHICAL AND EXISTING CONDIIIONS INFORMATION ARE APPROXIMATE. CONTRACTOR 28. ALL PIPE TRENCHES SHALL BE BACK FILLED WITH SUITABLE MATERIAL., COMPACTED TO (SEE NOIE #5) IS TO VERIFY ELEVATION WITH H�S SURVEYOR AND MAKE ADJUSTMENTS AS NECESSARY. 95% MODIFIED PROCTOR �N 12" LIFTS. ALL TRENCH WORK SHALL BE �N COMPLIANCE WITH g 1�z gn- (SEE NOTE#1) -96, STATE OF FL.ORIDA, "TRENCH SAFETY ACT". PIPE 13EDDiNG SHALL BE PER CHAPIER 90 -ACE OF CURB UNLESS 01HERWISE NOTED. 2. ALL DIMENSIONS TO F CITY STANDARD DETAILS. 3. NEW DRIVEWAYS PROPOSED IN CITY OF ATLAN71C BEACH OF WAY MUST CONFORM z 29. THE CONTRACTOR SHALL PROVIDE NO LESS THAN 6" CLEARANCE BETWEEN ALL -12" el,R�Y tv 0 70 CITY OF A7L. BEACH PUBLIC WORKS DEPAR-TMENT TO OBTAIN A RIGHT OF WAY PERMIT '11.1,,�BACKFILL COMPACTED TO UTILITIES. MAINTAIN A MINIMUM OF 10' HORIZONTAL SEPARATION BEIWEEN WATER MAIN AND 98% (SEE NOT#3&4) PRIOR TO COMMENCEMENT OF CONS7RUCTION. SEWER MAINS. WHERE WATER AND SEWER MAINS CROSS, MAINTAIN WATER MAIN MINIMUM 4" PIPE O"EIER > 7— ;77�11� La 18" ABOVE SEWER MAIN IF POSSIBLE. THE CONTRACTOR SHALL VERIFY VER71CAL i / . ce V-04 4. ALL PAVEMENT TO BE 4" CONCRETE PAVING 3000PSL WITHIN CITY RIGHT-OF-WAY, SEPARATION. X/Z CONCRETE TO BE A MiN�MUM 6" THICK, �OOOPSI WITH FIBERMESH. -d 30. WATER LINES 4" AND LARCER SHALL BE PVC, DR18, INTEGRAL BELL AND SPIGOT 5, HANDICAP RAMPS, SPACES AND SIGNAGE TO CONFORM WITH ANSI, CITY OF ATL. BCH. (RING-TITE TYPE), AWWA C-900, NSF APPROVED ONLY. FITTING SHALL BE CAST IRON, PIPE TO BE INS7ALLEO ON AND STATE STANDARDS REGARDING HANDICAP ACCESS. 5" THICK 10 BE USED FOR UNDISTURBED SOIL OR SUIIABLE MECH. JOINT. ALL FITTINGS SHALL BE PROPERLY RESTRAINED IN ACCORDANCE WITH C11Y COMMERCIAL AND IN CITY R/W SOIL COMPACTED TE#2) 10 X SnY (NO OF AIL. BCH, PUBLIC WORKS STANDARD DETAILS. WATER MAIN LESS THAN 4 SHALL BE n CLASS "C" CONCRETE 6. CONTRACT R TO VISIT SITE AND LOCATE PROPERTY CORNERS, LINES AND VERIFY SCHEDULE 40, SOLVENT WELD, AWWA C-900, NSF-PW APPROVED ONLY. 3000 PSI EXISTENCE OF ALL UT�LITIES WHETHER SHOWN OR NOT PRIOR TO COMMENCEMENT OF SITE 1:1 BATTER Z CONSTRUCTION. 31 . ALL FITTINGS SHALL BE QUALIFY TESTED FOR DEFECTS AND HOLIDAYS BY A 2, 7� ALL DISTURBED EARTi'i AREAS SHALL BE SEEDED/MULCHED OR LANDSCAPED. REFER TO DESIGNATED CITY OF ATL, BCH. PUBLIC WORKS PERSONNEL. CONTRACTOR SHALL CONTACT TYPICAL TRENCH -j 4 247-5834 PRIOR TO INSTAILLATION. USE CONCRETE LINED FITTINGS IN WATER MAIN TYP. SIDEWALK DETAIL 0 LANDSCAPE PLAN FOR SPECIFIC PLANTING INFORMATION. m CONSTRUCTION AND POLY LINED FITIING FOR SEWER LINE CONSTUCIION. NOTES 1. TRENCH SIDES SHALL BE APPROXIMATELY VERTICAL UEIWEEN AN EUVATION OF I FOOT AaOVE THE TOP Or THE PIPE AND THE 8. EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROX�MATE ONLY AND ARE BASED CENTER LINE OF IHE PIPE; OTHERWISE,'TRENCH SIDES $HALL BE AS VEFIICAL AS POSSIBLE OR AS REQUIRED By Q5HA 32. GATE AND TAPPING VALVES SHALL BE RESILIENT SEAT TYPE. ALL GATE VALVES FOR STANDARDS, REFER TO THE MEASUREMENT AND PAYMENT SECTION (SECTION #801, PARAGMIH #A)) TO QEI�RMINE mAxIMUM ON INFORMATION PROVIDE BY 1HE OWNING U-11LITY, IT SHALL BE THE CONTRACTOR'S CITY OF ATL. BCH, PUBLIC WORKS SHALL BE "OPEN LEFT" TYPE. PAYLINE WIDTHS. RESPONSIBILITY TO LOCATE AND VERIFY, IN THE FIELD, THE HORIZONTAL AND VERTICAL 2, BELL HOLE SHALL BE DUG 1`0 PERMIT THE ENIIRE STRAIGI-q BARREL OF THE PIPE TO REST ON THE UNDISTURBED TRENCH BOTTOM,BOULDERS OR LOOSE ROCKS LARGER THAN 3/4 INCH IN SIZE WILL NOT BE PERMITItO IN BACKFILL UP TO LOCATIONS AND ELEVAFIONS OF ALL EXISTING UTILITIES, WHETHER SHOWN OR NOT. 4" CONCRETE I FOOT ABOVE 7HE TOP OF THE PIPE- LLJ 33. ALL WATER SERVICES SHALL TERMINATE WITH A NEW CURB COCKS IN THE METIER BOX. MIN. N00PSI 3. BACK FILL MATERIAL UP TO A LEVEL OF I 170CT OVER THE PIPE SkkLL CONSIST OF AASHTO CLASS A-a SOIL (SUFABLE SOIL) CONTRACTOR IS TO EXERCISE CAUTION WHILE WORKING NEAR ANY EXISTING UTILITIES. THE AND $11ALL EXCLUDE CLAY MATERIAL$AND LOOSE ROCKS LAR(3ER THAN 3/4 IN(�H SI�L- CONTRACTOR SHALL REPAIR OR PAY FOR ALL DAMAGES MADE 'TO EXISJING STRUCTURES CURB COCKS SHALL BE FORD BALL VALVE B-11 SERIES OR McDONNELL HALL VALVE 4. BACKFILL MATERIAL UP TO A LEVEL 1 FOOT OVER THE TOP OF PIPE OR BOTTOM OF SIRUC71)RES SHALL BE PLACED IN AND UTILITIES. #6101 . WATER METERS MAY BE SET BY CIJY OF ATL BCH PUBLIC WORKS AT 6 INCH COMPACIED,THICKNESS LAYERS AND SHALL BE CCMPACfED TO 98 CONTRACTOR'S EXPENSE. CONTRACTOR TO PERFORM NECESSARY UTILITY CONSTRUCTION IN BY TliE LABORArOPY MODIFIED PROCTOR TF.$T, ASTM DISS7. 5� SEE , EXCAVATION AND LARIHWORK' SECTION 408 FOR ADDITIONAI. REQUIREME14TS INCLUDING RLMOVAL AND REPLACEMLNT )EWATERING,'COMPACTION REQUOLIALNIS AND 0ENSOY TU71NC Or COMPACIED SOILS, 9. NO SUB-GRADE INVESTIGATION HAS BEEN PERFORMED. PAVEMENT SUB-GRADE SHALL RIGHT OF WAY INCLUDING SETTING NEW MEIER BOXES WHERE APPLICABLE. TERMINATE or UNSUITABLE SOILS, L >- HAVE ALL UNSUITABLE MATERIAL REMOVED TO A DEPTH OF 3,0 FEEF BELOW SUB-GRADE SERVICES WITH CURB STOPS, METERS TO BE INSTALLED BY CITY OF ATL BCH PUBLIC H I ULLILILL-LE-LLILLL m AND 2.5 FEET BEYOND BACK OF CURF3. BACK FILL WITH SUITABLE MATERIALS. ALL WORKS WATER AND SEWER FORCES UPON APPLICATION AND PAYMENT BY LICENSED MASTER OPEN- CUT TRENCH FOR PIPE T THE UNSUITABLE MATERIAL ENCOUNTERED SHALL BE LEGALLY DISPOSED OF OFF SITE A PLUMBER OR UTILITY CONTRACTOR �� RM 101 , CITY HALL. 1/04 PI.AIE W-42 0 CONTRACTOR'S EXPENSE OR DEPOSITED IN PROPOSED LANDSCAPE/BERM AREAS AS IS 34 REDUCED PRESSURE (RP) BACKFILOW PREVENTERS SHALL BE DESIGNED AND INSTALLED Z ILLU-1 L I I E�� FEASIBLE. IN ACCORDANCE WITH AWWA MI-14, BACKFLOW PREVENTION AND CROSS CONNECTION 10. ALL CONCRETE CURB AND GUTTER, AND SIDEWALKS SHALL BE 350OPSI CONCRETE CONTROL AND THE CITY OF A-TL BCH CROSS-CONNECTION CONTROL POLICY MANUAL. THE WITH A MAXIMUM SLUMP OF 5-1" DEVICE SHALL CONTAIN TWO INDEPENDENTLY ACTING CHECK VALVES AND AN 12" CO M PACTED SU B-BASE 2 AUTOMATICALLY OPERAIING PRESSURE DIFFERENTIAL RELIEF VALVE AND SHALL BE SUITABLE 987. MAX. DENSITY (LBR 30) AASHTO T-180 CCPOL�MER MEIER 11 . ALL PIPE LENGI`HS ARE SCALED DIMENSIONS. ALL DRAINAGE STRUC7URES SHALL BE FOR INSTALLATION IN AREAS SUBJECTLD TO BACKPRESSURE. THE UNIT SHALL CONTAIN E30X & COVfR (NOTE 1) CONS-TRUCTED TO CONFORM WITH CITY OF ATL. BCH, STDS. �ND DETAILS AND SHALL BE SHUT OFF VALVES FITTED WITH TEST COCKS. APPROVED MODELS FOR SIZES 3" THROUGH SET AT �INAL GRADE CON57RUCTED TO CONFORM V�ITH CURBING AND PROPERTY LINES. 10" INCLUDE WATTS 909 OR FEBCO B25� 4 TYP. CONCRE'TE S-E CT 10 N CONNECTION 12. ALL LNDERGROUND UTILITIES MUST BE INSTALLED PRIOR TO PREPARATION OF 35, SHOP DRAWING FOR ALL BACKFILOW PREVENTERS SHALL BE SUBMITTED TO CITY OF CORPORATION STOP REQUIRED ON TO CUSFQMLR'S ATL BCH PUBLIC WORKS WATER AND SEWER BUSINESS UNIT FOR APPROVAL PRIOR TO ALI- SERVICES RLGARIDLES$ OF SIZE� WATER MAIN AND SUB-GRADE FOR PAVEMENT. (CONNECTED DIRECTLY INTO SADDLE) BAGKFLOW PREVENILR INSTALLATION. CON-TACT ATIL BCH PUBLIC WORKS DEPT. 6" - #57 STONE (N01t 4) (IF APPLICAOLE) SET CURB �71` A�5 13, SOIL INVESTIGATION FOR PAVEMENT/BUILDING FOUNDATION TO BE ORDERED 13Y QLQ�,F TO WALL GENERAL CONTRACTOR IF REQUIRED. CIVIL' FIRM IS NOT RESPONSIBLE FOR GEOIF-CHNICAL 36. GRAVITY SEWER SHALL HE PVC, ASTM 3034, SDR 35, INTEGRAL BELL AND SPIGOT, AS F'QSSIBLE (2Y2,,mm) 6" PERFORAIED CELLULAR Pvc WATER BELLS POINTING UPSTREAM THROUGHOUT. SEWER LINES ARE DESIGNED FOR 36" MINIMUM CONFINEMENT SYSTEM (TYP) ACCLPIABLE CON DI'T IONS/R ECOMM EN DAI IONS. I � 8" RANGE FOR SERVICE LINE (NOTE 3) COVER TO FINISH GRADE AND SHALL BE PROTECTED UNTIL CONSTRUCTION IS COMPLETED, TAPS 0'-45' SET METER UPON COMPLETION OF WORK, THE CONTRACTOR SHALL SCHEDULE A FINAL INSPECTION ON UNDiSTURDFO 14. THE CONTRACTOR MUST OBTAIN ALL PERVIIS PRIOR "TO COMMENCEMENT OF OR COMPACTED SOIL CONSTRUCTION ALL PERMITS MUST HE KEPT ON CONSTRUCTION SITE AT ALL TIMES AS WITH -THE CITY OF ATIL BCH PUBLIC WORKS PROJECT ENGINEER/INSPECTOR. DISTRIBUTION MAIN REQUIRED. SERVICE 5�ADDLE (*/S.S, BANDS ,37. 7HE CONTRACTOR SHALL WARRANTY ALL WORK IN RIGHT OF WAY TO THE CITY OF ATIL L LLLLLLL111i- EPDXY iRON CODY, SEE NOTE 2) z m 15. CONTRACTOR SHALL VERIFY EXISTING �tk�EMENT AND BUILDING LOCA71ONS AND BCH AND ALL SITE WORK TO OWNER FOR ONE (1 ) YEAR FOR DATE OF FINAL ACCEPTANCE. 01 ELEVATIONS PRIOR TO CONSTRUCTION. LluiLL 38. ALL WATER AND SEWER UTILITY CONSTRUCTION IN CITY RiGHT-OF-WAY MUST BE -S SHALL BE PLACED IN LOOSE PERFORMED BY LICENSED UNEERGROUND UTILITY CONTRACTOR- 16. STRUCTURAL FILL REQUIRED FOR ROADWAY EMBANKMENI I I -F L I 1 11 L-L-LL 1, METER TO fit IN THE STREET RICIF-OF-WAY, SEVEN FEET OUTSIDE Of THE PROPER`TY LINE ANO VO(JR �UET LIFTS NOT EXCEEDING 12 INCHES IN THICKNESS AND SHALL BE COMPACTED TO DENSITIES INSIDE Of THE PROI3N(�ATION OF ONE QF [HE SIDE PROPERlY LINES. IF POSSIBLF- 1HE WXf�R METER BOX SHALL EIE EQUIVALENT 70 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DEN-,IIY (ASTM D1557), ±2 LuCAIrD IN NON-TRAI-FIC AREAS (NOT IN DRIVLWAYS). SET %�P OF 8OX A7 I-IMSHED GRALL GEOTEXTILE FABRICj NATURAL SUB-BASE 2. SINGLE BAND SADDLES MAYBE UTILIZED ON NEW 1"WATER SERVICES WHICH ARE NSjA-LED ON A DRY 10" SIZE OR 7. OF THE MOISTURE CONTENT, STRUCTURAL FILL IS DEFINED AS NON-PLASIIC, INORGANIC MIRAFI 140 OR EQUAL NOT COMPACTED, PROOF SMALLER WATER MAIN(NEW WATER MAN CONSTRUCTION). FOR WET TAPS OR WATER MAIN$ 12- SIZE AND LARCER, ROLLED ONLY A I)OUBLE BAND SADDLE 15 REQUIRED. (CONTAINING LESS THAN 10% VATERIAL PASSING IHE NO. 200 MESH SLEEVE). 1 J, NO OPEN CUT UNDER ROAI)WAY PAVING ALLOWED ONLL5S IHE ROADWAY IS BEING RECONSTRUC7EO OR IF DIRECIED NOTES: OTHERMSE BY CITY OF AFL, BEACH CONSIHIJC7 POLY LINE WITH 24-�MIN) CO�`ER�JNDCR RQA�3WAYS- 17, ROADWAY BASE COURSE MATERIALS SHALL BE LIME ROCK AND SHALL CONFORM TO 1. TUCK GEOTEXTILE FABRIC IN 2' AT ENDS 4, INSIALL PVC PLUG IN ALL CURB STOPS IF WAI�R SERVICE IS 'NOT IN USE' (Ei IF NO METER �S INSTALLED) THE FLORIDA D.O.T. STANDARD SPECIFICATIONS LATEST EDITiCN, FOR BASE MATERIALS, 2. REMOVE STICKS, ROOFS, SHARP STONES AN D 5. No 2"AND SMALLER WATER SERVICE TAPS PERMITTED ON WXILP MAIN$ NHIK�H ARE 20*AND L�RGER $12E. REDUCED PRESSURE BACKFLOW PREVEN110N OTHER SHARP OBJECTS PRIOR TO LAYING FABRIC �NCLUD�NG CONSTRUCTION METHODS. ASSEMBLY. WATTS 909, FELICO 825Y OF? APPROVED EQUAL. 3. PLACE AND STAKE 6" TERRACELL POLYETHYLENE CONFINEMENT SYSTEM OVER SUB-BASE PRIOR 10 18. CONTRACTOR IF REQUESTED SHALL PROVIDE CERI�FIED TEST RESULTS OF THE DEGREES CALV. STEEL UNION GALV. STEEL UNION PLACING STONE. WMER SERVICE DETAIL OF COMPACTION OF THE SUB-GRADE AND THE BASE FROM AN INDEPENDENT QUALIFIED TES71NG LABORATORY. GALV. STEEL 90' BEND GRAVEL PARKING SECTION 1/04 2 AND SMALLER VETER PLATE W-2 J 19. DURNG CONSTRUCTION, CONTRACTOR TO PLACE HAY BALES AND SILT CURTAINS AT ALL DOWNSTREAM DISCHARGE POINTS UNTIL. CONSTRUCTION IS COMPLEJE AND SEED/SOD GALV. SIEEL 90' BEND HAS STABILIZED THE SOIL 70 AVOID SILTATION AND TURBIDITY IN ACCORDANCE WITH INSULATE ALL AL30VE GROUND WATER PIPING FLORIDA S`TREAM STANDARDS. WITH 3/4" THICK ARMOFLEX INSULATiON. ALL WITH A WI JOiNTS GLUED -IITE EXTERIOR COATING PROJECT LOCATION 4" 20. CONTRAC70R TO NOTIFY CIT`� OF AIL. BCH. PUBLIC WORKS PRIOR TO SITE ,%, . >� I q z < "; CONSTFUCT�ON TO ARRANGE FOR LOCAT�CN OF ANY ON-SITE TRANSFORMER SERVICE/ PAD GALV. STEEL RISER-,_ .......... N . FACILITIES AND MUST NOTIFY ENGINEER IF REVISION IS REQL�RED OF PLANS FOR q DEPICTiON- j! r 0 1 -800-4,32-4770, 43 HOURS 21 , CONIRACTOR MUST CONTRACT SUNSHINE ONE CALL, IONS OF ANY KNOW UNDERGROUND FACILITIES PRIOR 70 D�'GG!NG FOR ACFIJAL FIELD LOCAT -I'E L�M�7S OF THE FROJECT. WiTH�N 7� ..........�.:........ 'APAC17Y FEES (WPC) SHALL BE PAID AT 7IVE OF BUILDING 22, 'WATER AND/CR SEWER C 2� -S OR LOADING ............ ... PERV,17 AFI'LiCATION BASED ON TOTAL NUMBER OF SEWER F�XTURE UN�7 RA7 ES PER CHAPTER 64-F, FAC FOR ONSITE SEWAGE TREATMENT AND/OR DISPOSAL 1cD ............ SYSTLM. COVI`�,IERCIAL PROJECTS SHALL REQUIRE AN APPROVED SET OF CIVIL DESIGN 'OCESS BUILDING PERMIT. PLANS TO PR ..4 23. ALL CONSTRUCTION WITHIN RIGHT-OF-WAY(S) SHALL MEET CITY OF ATL. BCH. FOR FROM MEIER ........ ............ ....... ... FLORIDA D-0,T. STAN'DARD SPECIF�CATIONS AND DETAILS AS APPLICABLE, .................... ............ ER AI`,,,D/OR SEWER TO BE CONSTRUCTED IN CITY OF A7L. BCH. RIGHT OF WAY SCHAO PVC PiPE 24, ALL WAT OR EASEMENTS MUST BE IN CONFORMANCE WITH CITY WATIER AND SEWER STANDARD DATE., DETAlS, SPEC!F ICA7 ONIS AND APPROVED MAJERIALS MANUAL M nr. d"............1, GALV, SIEEL OR PVC .......... �7.77 AUGUST 2005 ................... A... 2�.. ............. -517E PRIVATE WATER AND SENER CONSTRUCTION (NOT REVIEW BY 25� ALL ON sc 80 '20' BEND 'SCH.40 PVC PIPE HRS/RI1SD//DEP) REQUIRES A PLUM&NG PERMIT WITH SCHEDULED INSPECTION PRIOR TO NSTALLATION. CONTACT CITY OF ATL. E3CH BUILDING OFFICIAL 9 247-5813. 1: SCALE: BACKFLOW PREVENTOR 26. CONTRAC-TOR S RESPONSIBLE FOR EXAMiNATION OF FINAL ARCHITECTURAL PLANS AND NO SCALE N.T.S- CNiL DRAWiNGS TO CONFIRM THE DF ALL WATER AND -PTH, LOCATION AND SIZE OF SANITARY SEv�'ER SERVICE CONNECTIONS MATCH PRECISELY BETWEEN ARCHITEC-TURAL AND PROJECT No. CIVIL DRAWINGS. j ............... 1100-05 27. SITE CONTRACTOR IS) RESPONSIBLE FOR COORDINA71ON WITH GENERAL CONTRACTOR DUIIS, PIPES, CABLES, ......... REGARDING SCHEDULING FO CONSIRUCTION OC ALL SLEEVES, CON .......... .......... J I i oT SHOWN ............... NUMBER SHEETS LIGH7�NG, �RR�GATION, AND/OR ANY OTHER UNDERGROUND UTILITIES SHOWN OR IN ............. .......... ON THESE DRAWING S WHICH MAY BE REQUIRED PRIOR TO CONSTRUCTION OF PAV D AREAS. RPM_ i�yl,-�� PREPARED BY- VICINITY MAP Robert IL Ph 12 1535 Park Terrace Eqst Psi) JL A.:j PAGE NUMBER Atlantic Beach, Florida 32233 (904) 219-8385 DESIGNER: RK PHILLIPS DESIGN ENGINEER DRAWN BY: IRD ROBERT K. PHILLIPS, PE DATE; AUG 05 CHECKED BY- RK PHILLIPS FLORIDA REGISIRATION NO. DATE: AUG 05 PE 48896 PLANTING NOTES 1. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING PROJECT SITE CONDITIONS AND ALL QUANITIIES INDICATED ON THESE PLANS, BEFORE PRICING WORK, 2. ALL PLANT MATERIAL SHALL BE FLORIDA GRADE NO, 1 OR BETTER NURSERY GROWN IN ACCORDANCE TO FLORIDA GRADES AND STANDARDS HANDBOOK, 3, PLANTS SHALL BE SOUND, HEALTHY AND VIGOROUS, WELL BRANCHED AND DENSELY FOLIATED WHEN IN LEAF. THEY SHALL BE FREE OF DISEASE, INSECTS, EGGS OR LARVAE AND SHALL HAVE HEALTHY, WELL DEVELOPED ROOT SYSTEMS. THEY SHALL BE FREE FROM PHYSICAL DAMAGE OR ADVERSE CONDITIONS THAT WOULD PREVENT THRIVING GROWTH. - 4. ALL PLANTS MUST BE CONTAINER GROWN OR B&B AS INDICATED IN THE PLANT (n LIST. O 5. ALL PLANTS SHALL CONFORM TO THE VARIETIES INDICATED IN THE PLANT LIST. V) 7 uj 6. SUBSTITUTION OF PLANT MATERIALS WILL NOT BE PERMITTED UNLESS AUTHORIZED IN WRITING BY THE LANDSCAPE ARCHITECT OR ENGINEER, IF PROOF IS SUBMITTED THAT ANY PLANT SPECIFIED IS NOT OBTAINABLE, A PROPOSAL WILL BE CONSIDERED FOR USE OF THE NEAREST EQUIVALENT SIZE OR VARIETY WITH CORRESPONDING ADJUSTMENT OF CONTRACT PRICE. 7. PLANT MATERIAL LOCATIONS AND BED OUTLINES SHALL BE STAKED OR FLAGGED ON SITE BY THE CONTRACTOR AND SHALL BE ADJUSTED IF REQUIRED TO FIT ACTUAL AS-BUILT CONDITIONS ON SITE AND APPROVED BY THE OWNER OR OWNERS REPRESENTATIVE. WEST 8. ALL PROPOSED TREE PLANTING LOCATIONS SMALL BE STAKED OR FLAGGED I3 ITH STREEIBEFORE INSTALLATION BY 7HE LANDSCAPE ARCHITECT OR ENGINEER AND APPROVED BY THE OWNER OR OWNERS REPRESENTATIVE. --- 9. THE CONTRACTOR SHALL EXCAVATE PLANT PITS, ACCORDING TO THE DRAWINGS, (50' RIGHT 0 F WAY) m UNLESS OTHERWISE DIRECTED. 10. all CONTAINER GROWN ROOTBALLS SHALL BE CAREFULLY SCOURED BEFORE SETTING IN PLANT PITS. f. 11. ALL BACKFILL AROUND PLANT MATERIAL SHALL BE WORKED FIRMLY, TAMPED _.... AND WATERED IN UNDER AND AROUND THE ROOTBALL TD FILL ALL VOIDS. < •..._ _.._._____ ._....____ _...._ „r ....__. __.__._._W.. I _ 9 vLLJ 12. LANDSCAPE CONTRACTOR SHALL BEAR FINAL RESPONSIBILITY FOR PROPER �A 1^r - -- - - �f ".•_ _' .......�. WfVI - u"_.,_. ,��... ..__ _......r_., _.... �.. .,...�.. ...XY ._.-��...�...._-......._ .�. ...rn m -- 7" G`_2 '�'!" .v R w vY• � Q SURFACE DRAINAGE OF PLANTED AREAS. ANY DISCREPANCY IN THE DRAWINGS, - OBSTRUCTION 0 1HE SITE, OR PRIOR TO WORK DONE BY ANY OTHER PARTY, WHICH THE CONTRACTOR FEELS PRECLUDES ESTABLISHING PROPER DRAINAGE __ ] SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPEARCHITECT OR ",-._,•._.",_._,...."_.w..__.__._..-.- w._w..".. ._..__. _...... _..._... _ _......"..._.. _ _. _... ._._._.._, w _.-.. � �',. '' I , ENGINEER FOR CORRECTION OR RELIEF OF SAID RESPONSIBILITY. � 4 �.. � ,t, •� .,. - _.„_ -• _ „ ll _. I '.' SHALL F , :F' UNIFr F? �. Iy f-I, ......;•...._...... I', .«.-;__,_.....-.-._t_� � ., 1�ii � .._.._...._-.__...,°�...... ...._,._..._.. ._....f.....,...,.,_..." _,.-a'.�, kl. °",1 ... � H ..rv...,.. G-- � 13. PANTING BEDS IALW B CUT (.R EDGED TO FORM A UN FJ M ,_.-AN LINE _ 1 BETWEEN BEDS AND LAWN AREAS. -;" ..�..__ ..." _.._.. .._._ i _r_... k,, + "_ I1 _ _ -w_„_- ' 14. AFTER ALL PLANT MATERIAL IN A PLANT BED AREA HAS BEEN INSTALLED AND <7 A n, APPROVED, THE AREA'S BETWEEN PLANTS SHALL BE RAKED TO AN EVEN GRADE 10z] `• ' �t TO CONFORM TO PREMULCHING FINISH GRADES, ALL PLANTING BEDS AND PLANT � _.._._ __,.__..._._.. �_ .. _.. �__ - ti SAUCERS SHALL THEN BE UNIFORMLY COVERED WITH A MINIMUM THREE INCH �. _ =� - � / k W G• LAYER OF #2 GRADE OR BETTER CYPRESS MULCH. ` ' / 7 r k� r LIVE OAK 15 ALL PLANTING BED AREAS WITH ACCEPTABLE TOPSOIL SHALL BE TOP DRESSED j WITH 5D o ORGANIC 6-6-6 COMMERCIAL FERTILIZER AT A RATE OF NINE POUNDS i r? i DOUBLE X12 PER 1000 SQUARE FEET AND TILLED TO A MINIMUM DEPTH OF THREE INCHES. l` } l "'7 ^} Y p 7 GAL\/. WIRE a i 16. PLANT MATERIAL BACKFILL MIXTURE SHALL BE THOROUGHLY MIXED IN THE � I "k ., �� ,• a �•fswii r R 2 X 2 TREE FOLLOWING PREPARATIONS; NY f r f STAKE (5) - 50% EXISTING CLEAN TOPSOIL TOPSOIL SWEET VIBURNUM X � r i , :r [1 �{" � •.. _7.�...I � i t Z j REINF . RUBBERMULCH NOTES: 50% SOIL M X PEAT F05E � r } 3 I' I "7 � TEMP. EARTH COW MANURE SAUCER REMOVE TOP tr 17. THE LANDSCAPE CONTRACIOR IS RESPONSIBLE FOR ALL FINE GRADING 1 �;,'___._. ..� � ; =,� �' � � BURLAP I 7" +w.rxu.,awa:.aFrw�axssa: u:R:�;ia«�rroaa�� PREPARATION FOR PLANTING. • . 18. ROUGH GRADES WILL BE ESTABLISHED BY THE OWNERS GENERAL r ' , ` CONTRACTOR AT APPROXIMATELY 3 INCHES BELOW CURBS, SIDEWALKS, F°IARDSCAP n 4; � � �. '; .w -:r ;,� �. t 1. i, •'/\�/ � AMENITIES, MOWING STRIPS AND ABUTMENTS. 1r spa I� ! 'y COMPACTED %f 19. CONTRACTOR SMALL COORDINATE CONSTRUCTION OF PLANTING AREAS WITH - " _,, i �_ ___�__T } 7 ^ I �F y s PLANTING SOIL _ �� INSTALLATION OF IRRIGATION SYSTEM. mum 20. WHERE SEEDING MAY BE REOUIRED ON THE PLANS, GERMINATION RATE SHALL BE THE MAXIMUM PERCENTAGE REQUIRED FOR THE VARIETY SPECIFIED AT THE 6 RATE OF APPLICATION SPECIFIED. A„ - �. j _h 18., X AREAS HA BE SPECIFIED GRASS. GRASS FOR SODDING SHALL BE 21. SOD SHALL FRESHLY CUT IN SQUARES ONE FOOT WIDE BY TWO FEET LONG, SOD SHALL BE -2X- HEALTHY, FREE OF INSECTS, IN NATURALLY FLOURISHING CONDITIONS. DRY, BROWN ` �I, f � � � 1 STAKE FOR TREES 2" CAL & LESS AND UNFRESH SOD WILL BE REJECTED. 1 {, . 2 STAKES FOR TREES 2 1/2" - 4" CAL ■ 22. 50D SHALL BE LAID END 1'0 END AND SIDE TO SIDE IN A STAGGERED LINE f P I'0 FORMA UNIFORM LAYER. ALL UNEVEN EDGES SHALL BE SQUARELY TRIMMED !� r I _ I 3 STAKES FOR TREES GREATER THAN 4" CAL. >0 TO ALLOW CLOSE AND FIRM FITTING OF EACH PIECE. 41 23. AFTER SODDING iS COMPLETED, THE ENTIRE SOD AREAS SHALL BE WATERED �, lam',,. ~w `""`"" -.--. Si .t PANTING DETAIL BY HAND 0R IRRIGATION SYSTEM EACH DAY FOR 1WO WEEKS. SODDED AREAS ' SHALL THEM BE TOP DRESSED WITH A COMMERCIAL FERTILIZER AS DIRECTED HEREIN AT A RATE OF 12 POUNDS PER 1000 SQUARE FEET OF AREA IN A EVENLY BROAD CASE PATTERN. I ;_ `rr ✓`�' �� - } tai 24. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANT MATERIAL ON SITE DURING AND BEFORE PLANTING, UNTIL THE WORK IN f r� ACCEPTED BY THE LANDSCAPE ARCHITECT OR ENGINEER AND OR OWNER. 5. ALL PLANTS SHALL BE GUARANTEED BY THE LANDSCAPE CONTRACTOR TO BE '' I ` z ;: _ HEALTHY PLANTS AND IN FLOURISHING CONDITION OF ACIIVE GROWTH FOR NINETY `! �} 3" CUNT, LAYFvR OF MULCH (90) [DAYS FROM FINAL INSPECTION AND ACCEPTANCE. ALL TREES SHALL BE u f 4. ) t{ �� I i .-f�� -PLANTING SCfL (SEE SPEC.) �, GUARANTEED AN ADDITIONAL ONE YEAR FROM FINAL INSPECTION AND ACCEPTANCE, 06 26. THE LANDSCAPE ARCHITECT OR ENGINEER, OWNER OR OWNERS `---2" SUCHi Enk7H SAUCER REPRESENTATIVE SHALL HAVE TIME RIGHT TO REJECT ANY AND ALL WORK WHICH IN HIS OPINION DOES NOT MEET WITH REQUIREMENTS OF THE SPECIFICATIONS AT ANY STAGE OF THE PROJECT OPERATION. - - • ,�-,, �� T I-m•TTI-•gip �7f= i IT I� 27. IN GENERAL, THE WORK SHALL PROCEED AS RAPIDLY AS THE SIZE BECOMES fir',. AVAILABLE. KEEP ALL AREAS OF WORK CLEAN, NEAT AND ORDERLY AT ALL TMES' INSTALL FENCING AROUND �PROTECTIVE 1 N ING ARQ N low 28. 1HERE WILL BE SPECIAL CARE TO ALL EXISTING TREES 10 BE RETAINED ON EXISTING OAK TREES DURING CONSTRUCTION SITE 10 AVOID CONSTRUCTION DAMAGE. __ 29 IF AN AUTOMATIC IRRIGATION SYSTEM !S 10 BE PROVIDED IN LIEU OF HOSE llT 111= THE PLAN,J A SHOP DRAWING OF THE LAYOUT AND DESIGN BIBS AS SHOWN ON , i T��J1={'�, MUST BE SUBMITTED TO THE GOVERNMENTAL AGENCY, FOR REVIEW AND Til- 1�1� ;' ITi=I II_JI ' � IeEMovE :•vNTAfNE,z APPROVAL, PRIOR TO INSTALLATION. ? 5EFORE PLANTING 30, IRRIGATION SYSTEM SHALL BE FULLY AU10MATIC, PROVIDING 100% COVERAGE 10 ALL PLANTING AREAS, WITH ALL POP UP HEADS IN LAWN AREA, i �� ° 4 f I DRY �/ [��`)-'�f�I ((1 f� POND N D � � � PLANT H6LE WITH VERT, SIDES 31. IRRIGATION STATION SHALL BE SET WHERE THERE WILL BE NO MIXING OF U r` i '\ I 1 V LJ! J �J N PLANTING ;pILfOMPACTF.D SHRUB AND LAWN AREAS, FIXED SPRAY HEADS WITH GEAR DRIVEN HEADS OR �v' m �'�•>� TO PREVENT SETTLEMENT IMPACTS. SHRUB RISERS SHALL BE MINIMUM 2.5' FROM EOP AND ALL HEADS MINIMUM 1' FROM BUILDINGS. - .._..w ' " h �� 1 CONTAINED GROWN SHRUB 32, A DOUBLE CHECK BACKFLOW PREVENTION (OR APPROVED EQUAL); EQUAL TO 13-25_ "..._....r,w..._..,, ....,...................._ �' r'�, N.T.S. A DCA-100; TO BE MOUNTEC IN A RECTANGULAR VALVE BOX (12"X10") ON THE SERVICE SIDE OF THE METER AND IMMEDIATELY ADJACENT TO THE WATER METER. M.... ., _ ._._-M•-... ._ 33. AFTER THE LANDSCAPE PLAN IS APPROVED BY THE GOVERNMENTAL AGENCY, ANY SUBSEQUENT CHANGES MUST BE RESUBMITTED FOR REVIEW AND APPROVAL. ,•_ _..,_.__M , ;�' �.._- 34. SHADE TREES SHALL BE PLANTED MINIMUM 4' FROM EOP AND 15' FROM ar LIVE OAK �r� HATE: ,�. AUGUST 2005 SWEET VIBURNUM SCALE. PLANT LIST PROJECT No. DESCRIPTION QUANITY SIZE SPACING 1100-05 LIVE OAK 5 10'---- 12' F-IT. 2"D.B.H. AS SHOWN NUMBER SHEETS VIBURNUM ODORATISSIUM SWEET VIBURNUM 23 24"H'T. 3 GAL 36" OC PREPARED BY: . 12 AS NEEDED Robert h ps, iLANDSCAPE 1535 Park Terrace EastPAGE NUMBER Atlantic Beach, Florida 32233 (804) 219-'8385 DESIGNER: RK PHILLIPS DESIGN ENGINEER DRAWN BY: BD ROBERT K. PHILLIPS, PE DATE: AUG 05 CHECKED BY: RK PHILLIPS FLORIDA REGISTRATION NO. DATE: AUG 05 PE 48896 r ��h 1)/ _ _... ........ ............. OWNER TO APPLY TO CITY OF ATL, BCH. PUBLIC WORKS DEPT. FOR WATER SERVICE, TAP TO EXIST. WM PER CITY STD'S. PROVIDE I " SERVICE. 0 z INSTALL I " METER WITH OWNER 'TO APPLY TO CITY OF OWNER 'TO APPLY TO CITY OF V) R,P.Z. B.F.P. FOR WATER SERVICE. ATL, BCH, PUBLIC WORKS DEPT, ATL. BCH. PUBLIC WORKS DEPT. W FOR SEWER SERVICE. TAP TO EXIST. FOR SEWER SERVICE. TAP TO EXIST. INSTALL RIP-RAP TO GS PER CITY STD's. MATCH EXIST. EOP GRADE GS PER CITY STD'S, DISSIPATE NATER AND PREVENT EROSION MATCH EXIST. ECOP GRADE WE " T 1 3TH . ET 1' (50' RIGHT OF WAY) __._........ _.�?., w wM - - _...�. _,.._:.__.._�� .._._.. �:....__ _ _ __ rv�. __..�__._ - - -- - �M - �.-. EXPANSION o _..__. . - _ . ... _ M _M . _�._�_ _.� _. ^• m __ _.__._ . ......._.. ._.. __.._... ... , , _...._.. _ ....'7 - BOLTS (TYP) r w INSTALL 38± LF OF - � - �._ _.._�.._. -M.. -_. 15 ABS DRAIN PIPE. w�. .._.. 1 ALUMINUM _.._.....w..-_. _ , _.,. ._.._.-._. _ 15 R 15 R ' � PLATE SKIMMER--/ ` 2" x2" ANGLE INVERTS TO MATCH EXSIT. .' '_ __._w_. of ��_ - _ IRON OE sit;:_.... CONSTRUCT CONCRETE APRON ^� " M ��- . � m .s .. �, ., `� c° �' ¢ "� N � ;. ,�2..._.,, . �_ :t J :w I.P. S-Z - SKIMMER DETAIL MIN, 6" THICK 300OPSI WITH W INSTALL 86f LF OF r � '6.0 5 R� s.o-.. CAP 5 R� �I _.� �, s.o � 5.o �� FIBERMESH PER CITY OF ATL. .o u a �� >' 6715" 13:4 M _ ,f 34.___... CAP BCFi. STANDARDS y ;,l 15" ABS DRAIN PIPE. INSTALL 20±LF OF 8" APS as tea.- - 'L 67i5" INVERTS TO MATCH EXSIT. N.T.S. DRAIN PIPE �' '� 7 :5. � �- GRADE. r..r .;713.2- INSTALL MOD. CONTROL STRUCTURE s '` (` 1 ,< 13-25 f3 17.0 I - INSTALL 3" PVC PIPING WARPPED - WITH FILTER FABRIC. INVERT AT BASE ;� 13.z� CONSTRUCT CONCRETE PAVEMENT OF DRY POND. ; 1 .°. s ; f3 3 .� �� 4 MIN, 3000PS1. Fri 9 �� 4 ::J \ / zi 10.0 14, 3.4 10.0 a` t 27.0 > [I- l INSTALL HANDICAP STRIPING AND SIGN PER A.D.A. REQUIREMENTS � �.:r Zt 13.25 I ., r METER BANK LOCATION GRATE EL.=13.4 CONSTRUCT CONCRETE PAVEMENT 4" MIN. 3U00PS1. 13.4 WEIR EL. 13.08' M rall 1 2'ORIFICE OUTFALL PIPE, INV. ELEV. 11.84' ■ N rho ;s r PROPOSED NU.2 ;6 8"APS TO OUTFALL INSTALL 6" PVC APS DRAIN PIPING h �✓rrf,. Q r32 ` 30'X62' STEE� . BLDG. INv. EL. = 11.75 AND CONNECT BUILDING DOWN SPOUTS s r �a `� ? . N `� INSTALL 6' PVC APS DRAIN PIPING TO DIRECT RUNOFF TO RETENION POND. :: .' . ;; } ..1 I f ., 1 ,860SQ, FT. AND CONNECT BUILDING DOWN SPOUTS LBOTTOM EL.� 11.75 SIDE VIEW a �F gMf t°'0 F.F.E. 13.75' TO DIRECT RUNOFF" TO RETENION POND. r � ■ � �� a APs To OUTFALL >0 _ y a :i INV. EL. 11.75 U) METER BANK LOCATION Off} O PRO-POSED No. 1 _.. . JVV\-> ca ; 50= 80 ST EL BLDG. _ _.- ; O ORIFICE 0 W �,� ,.�' - � 1'WEIR, OUTFALL PIPE f. '� -'` 4,0 0 0 S FT. ;f" 0'� ; _ o EL.- 13.aa L �_.T- INV. ELEV. 11.84' CONSTRUCT DRY RETENTION AREA �- �' �� f `` F.F.E.--= 3.75 �' � -- WITH 2: 1 SIDE SLOPES, SODDED, & `'• z r' CJ ` Po5 r. s. � r�.^' rr °•R ,M Q 0»25"ALUMINUM w / t LANDSCAPED. (RIM EL.: 1 3.25 BOT. EL.: 11 .75) �f` `�,� O 0 PLATE SKIMMER �^ Lu I*A Fr 0 + �. J1,. , .f { ,d I 8'APS TO POND ( INV. EL. - 11.76 ■+ NOTE: DIRECT ALL ROOF DRAINAGE ,,: µP, _ _ E r %"+ INSIDE VIEW 0 13.0 I VIA GUTTERS AND DOWNSPOUTS. ' ,l� �J r� 5.0 i -•� i /4"THICK STEEL 1.5 i PLATE WELDED TO o �, 4 � CAST IRON GRATEVII © �; \f, DRY DETENTION POND cl 20. l±= 10 w, 3.25 2.0 50.00 _...._M .. _. 1 ..-.__..,.�._r__._ . w .,.... �. , FD 1/2 I.P. _..,.._,_.. �._ _,.w� .. I.P. .._�...,..._._._.__.. SET 1�.�.'�.-l�P:_.�-_...__.. .... .� ��J,QIt�`_._-__ ,.5 •..1,2" 50.00' � SET`""'1/`� .I:P:_� ______._.. .__ & CAP .,...�...�..._. , -&- & CSP....._.._..._.._.w........._.... _-... & CAP -____.._ .�_._...w-....w_.W_-_�-,.,_w._..._. -_�,. . --- CAP ,'LB 67..1.5'"W_" .. �_ . .� -- "LB 6715" "LB 6715" r- "LB 6715" N75 00 00 W DA7Ea `TOP VIEW AUGUST 20®5 INSTALL 6" PVC A S DRAIN PIPING � - 'INSTALL 50fLF OF 8" APS AND CONNECT BUILDING DOWN SPOUTS TO DIRECT RUNOFF TO RETENION POND. DRAIN PIPE S-2 �- MODIFIED FDO-T "TYPE "E" DBI SCALE. CONSTRUCT FENCE AROUND ENTIRE POND PER SJRWMD REQUIREMENTS- -�� NOTE: POND SHALL E MOWED AND ALL GEOMETRY Q� PROJECT No. R \� SEDIMIENT,DEBRIS AND GRASS `/',(�jr ' CLIPPING SHALL BE REMOVED AT SITE PLAN LEAST BI-MONTHLY O N-'-S I'T E PARKING 1100-05 PROPOSED SITE STATISTICS BUILDING No. 1 NUMBER SHEE'1°S SQUARE ACRES PERCENT LIGHT INDUSTRIAL PARKING PREPARED BY: �'l SOD TOB=13.25 of SITE 1 SPACE P 2 EMPLOYEES S L� TOTAL SITE AREA 15, + 1 COMPANY VEHICAL LOT a ■ e? • MEAN D.H.W.L 13.08 300 351 2 100.00% PRDPOSED: 2 EMPLOYEES RobeY't Ph s, N NOTE: CONTRACTOR IS TO REMOVE AND REPLACE ANY PAvEMENT AREA 4,850 .1 1 1 3 31 .70 TOTAL REQUIRED SPACES 2 PAGE NUMBER SIDEWALKS AND CURBS ALONG ADJACENT SIDEWALK AREA 0 0 0% PROPOSED PARKING = 5 1535 Park Terrace East BOTr.=11.75 _ Atlantic Beach, Florida 32233 PROPERTIES WHICH WHERE DAMAGED AS A BUILDING N0 .1 AREA 4,000 .0918 26.14% BUILDING No. 2 (904) 219-8385 ` -GRAVEL JACKET c BUILDING No.2 AREA 1 ,860 .0427 12.16% RESULT OF HIS CONSTRUCTION. LIGHT INDUSTRIAL PARKING 3"ORIFICE OUTFALL PIPE DESIGNER. RK PHILLIPS POND CROSS SECTION TOTAL IMPERVIOUS 10,710 .2459 70.00% 1 SPACE PER 2 EMPLOYEES DESIGN ENGINEER WITH MESH SCREEN ANY EXISTING DRIVEWAY APRONS, THAT ARE NOT + 1 COMPANY VEHICAL LOT DRAWN BY: BD µre AREA PRDPOSED: 1 EMPLOYEES = 2 DATE: AUG oS ROBERT K. PHILLIPS, PE TO BE USED ARE TO BE REMOVED AND RIGH-OF-WAY rTOTAL GREEN AREA 4,59:0::L.1054 30.0U�o TOTAL REQUIRED SPACES CHECKED BY: RK PHILLIPS FLORIDA REGISTRATION NO. '�'>IILL BE BROUGHT BACK TO GRADE, PROPOSED PARKING _ 2 DATE: AUG 05 PE 48896 5 5r 13m Cyt 1 MAP SHOWING TOPOGRAPHIC SURVEY OF- LOTS 5, 6 & 7, BLOCK 4-9 AS SHOWN ON MAP OF SECTION "H" ATLANTIC BEACH AS RECORDED IN PLAT BOOK 18, PAGE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, z 0 cn y w Ce SITE BENCHMARK 60 PENNY NAIL IN POWER POLE ELEVATION = 13.17' 0 M - V)"-S W E T 1 3_ TF--- � T (50 RIGHT OF WAY) UJ Q _ a 1. SET POSTS AND 2, STAPLE WIRE EXCAVATE A 4"X4" FENCING TO THE 1KENCH UPStOPE POS"S, NG THE LINE OF __.. m__ w _ _.. _ _..._. W. ...... __�_µ.,_. _.,- _.. _ .._._._.__._ __ �....__..--._.. __. POSTS >M` _,._. _..._. ._.._...__•__.._.._ .__,.._ ,. _ _.. .,..__.._.._......._... . WM _-.. i __ . ._..,. .._._-_., �5 u6 4 "i ni . - :O of o .._�..__... ...,�._� �.._ ___ _. - _ ._.,_. - �.._..��.._ _..._�_._-_ of _... .__ _"_.. - ~_ 4. BACKFILL AND X�FD 1 2 I.P. D �' - _,, , �._.� .._,&.._ ..AP.._ �. _..� . _ _.-... ,_.. -._._..__ -- 50.y00..__.,_...._. `� 1 >� INSTALL {iAY �3AILS �. ATTACH THE FluErz EXCAVATED�r �` D p p/ F AOT THE f CAI CAr COMPATED SOIL. & CAP - p a LB 6715 INSTALL HAY E3AILS "LB 6715" ;' �'� L 6715 -- ..._.. Lid 6715 `; y ,. FABRIC 1 D TEMP, THE WIRE FENCE AND • ' �. EXTEND IT INTO +ti CONSTRUCTION PARKING AREA CONSTRUCTION THE TRENCH. / . � D • D X � o ^C7 , DUMPSTEy LOCATION TEMP. Fri O = TOLE CHEMICAL LOCATION ( m Z ;I I� r W PTl � 4 r� r l,r ^�j < :• ] P r^; i17Tj r1 T �_.__-�].'_.iHi,..._......._...._-_._..w ..,_,_..__..__..._� ,•f,]-,__.. �� _...._.-._._. ___._..._. _--__...._.."."._Y...._r__ ._.w._:_..__... .____ ...�,w.._.._..___._...__....._., l �, EXTENSION OF M OD 1( I CTI Q O rD- _ ! 1 `:t INTO THE wlrzE rr''�� Z o e I O� TRENCH. fTl Q!r 0 m ,i IiW �] <Oor O Jr r1 _ I i I t FILTER FABRIC- ( C © C f ICU o M I 111 I i i ■ INSTALL TEMPORARY SILTATION � � �,.� --' � z BARRIER ALONG PERIMETER OF ff, M U) D m I, o 4 SITE IJNTIL CONSTRUCTION _ Fri r t IS COMPLETED (SEE DETAIL). '0 �' 17- 0 I i z -� o ' m CON4TRUCTION DETAILS FOR SILT FENCES °� M m m D C m � O CJ o �f' © m 0 f--- Q �� rrr M CED >0 �N N,T.S. + i t I'1 i O �`�" Silt Fence Co,Istruction Specifications; Z I ; Q The height of a silt fence shall not exceed 36 inches. Storage height shall never © O i M r_I » I possible, the filter fabric shall be cut fronn a continuous roll to avo d the use of -1 d` fT1 exceed 18". The fence line shall follow the contour as closely as possible, If ISI !'' 1 joints. When joints ore necessary, filter cloth shall be spliced only at a support post, I� LIJ with a minimum 6—inch overlap and both ends securely fastened to the post. 4F• �� I t: �� Post shall be paced a maximum of 10 fee apart and driven .securely into the ground ' Po I s (D =; W� 0. (minimum of 12 inches). When extra strength fabric is used without the wire support w•-I ;.... f <O l fence, post spacing shall not exceed 6 feet, Turn the ends of the fence uphill. MJ `�'tLU I"r'i Uz i.di A trench shall be excavated opproxin•rately 4 inches wide and 6 inches dee plan- the o t I -, `ter �. _.... _ . _ r Q p y { i.,.� line of posts and up slope from the borrier. QDI r All � ) 0 C) o When standard—strength filter fabric is used, a wire mesh support fence shall be fr c) / j,h I (� y p p pasts using heavy duty wire stables at f' fastened secure) to the u slope side of the _•� r: \/ �,/ �, �__y I ,.� W } least 1 inch long, tie wires or hog rings. The wire shell extend into the trench a Z r 4 Q 4 minimum of 2 inches and shall not extend more than 36 inches above the original i Q ( ground surface, �■ � f The standard—strength filter fabric shall be stapled or wired to the fence, and 6 /' ' f ✓ _ ? (4 inches of the fabric shall extend in the trench. The fabric shall not extend more than 36 inches above the original round surface. Filter fabric shall not be stapled I to existing trees. eliminated In such a case, the filter fabric Is stapled or wired When ex ra—strength filter fabric and closer post spacing are used, the wire mesh support fence may be e pp .- INSTALL PROTECTIVE FENCING AROUND directly to the posts. EXISTING OAK TREES DURING CONSTRUCTION ` f The trench shall be backfilled and the soil compacted over the tae of the filter fabric, I s7'.y r�t:::.lZ = : ;°l{,I\ ll j r :rJs C: :?°' < I`•FT, 0 Silt fences placed at the toe of a slope shall be set at least 6 feet from the toe in order to increase ponding volume. /( I Silt fences shall be removed when they have served their useful purpose, but not 00 6 before the upslope ❑req has been permanently stabilized, and any sed'irnent stored I� behind the silt fence has been removed. o� 0 Q �' _ o Inspection and Maintenance: CD o O JJ Silt fences and filter barriers shall be nspected weekly and atter each ;significant f'? J _� f fel Q1 storm (1" in 24hr,). Any required repairs shall be made immediately. Sediment shall M' - { Z UJ 1 U) M be removed when it reaches I height of the fence or 9 inches maximum. The "" '' -' �� M Fri I (r removed sediment shall vegetated or otherwise stabilized, DATE: � Fri � � r` r•=' , Q V� 50.00' ..... Fri 50.pO' �' __.._.._.. AUG 200 o O FD 1I _ _,.. ,,._w� ..._., rvw..r ^SET 1 ..Z" I�: .. . f; �. ....__ ... _...._ 1.. ' -.•}.P...,_...M.W w_._..._,_ . ._..�:. __ " 7r�1 I.P. Q & CAP _ �. , __.H_ _, _.. "&_...SAP & CAIS �. 0 & >'LB 67.15" .."-w�...-.. .�._. .- "LB 6715" [� �,LB 6715" --� < "LI.I ;» SCALE; .. N75 00 00 W �-, M > 150.00 SVT - 10' C7 r 0 M : PROJECT No. 0 1100-05 NUMBER SHEETS PREPARED BY: Robert I. Ph s PF �2 1535 Park Terrace East PAGE NUMBER TOPO SURVEYc EROSION CONTROL PLAN Atlantic Beach,385Florida ��2�� so4> xis-SSSS DESIGNER: RK PHILLIPS DESIGN ENGINEER DRAWN BY: BD ROBERT K. PHILLIPS, PE DATE: AUG CHECKED BY: RK PHILLIPS FLORIDA REGISTRATION NO, DATE: AUG 05 PE 48896 CON S CTION P L A N S F 0 , R Z Z 0 �5W CHrf'O'Ya 0 cn CC) 1\4 ]V[ ERCIAL BUI DINGSI (Drf S 5 6 & \V or="%h, 13 rH SrrREFIF a '6-1.2 7 0 od N J oil ELMOMILF Nr IC ijF- ACH FL v m � L6 v Ni Ci U Z INDEX OF DRAWINGS JACKSONVILLE 10 10 ATLANTIC BEACH SHEET NO. DRAWING NAME 1 PROJECT COVER SHEET � 5 AlA NEPTUNE BEACH ? TOPO SURVEY EROSION CONTROL PLAN & 202 JA C SONVILLE BEACH CONSTRUCTION MANAGEMENT PLAN 1 3 GEOMETRY SITE PLAN PONTE VEDRA BEACH \ 4 LANDSCAPING \ 5 NOTES/ DETAILS CHIPLEY TALLAHASSEEIsm �... 1 6 DETAILS 7 13UILDING No. 1 PROFILE & SAFTY PLAN LACKS MLLE PENSACOLA LAKE CITY ` , t� 8 BUILDING No.1 LAYOUT � PANAMA CITY � lossp ---� \ 9 BUILDING No. 1 UTILITY PLAN ST AUGUSTINE 10 BUILDING No. 2 PROFILE & SAFTY PLAN �cAINEsvuLLE F °. PROJECT 11 BUILDING No.2 LAYOUT LOCATION O ltJ H I ( [N../)I\� DAYTONA BEACH .. VV 12 BUILDING No, 2 UTILITY PLAN � v QCAUA r y � � IN' ,,. UELAND JaC ks, 0 !Ue Atlantic Beach LL ATLANTIC BLVD O ORLANDO Neptune Beach LIQ 1,11110 -- BEACH BLVD a Jacksonville Beach TAAto BARTOW 1 J. TURNER BUTLER BLVD, -- FT. PIERCE (� I n SARASOTA O Baldwin _ _ LAKE WEST PALM LEACH OKEECHOBE Pante Vedro� Beach Q FT, LAUDERDALE + COP z MIAMI LOCATION MAI' ' DATE: Atlantic Bcach KEY WEST APPROVED Planning and Zoning Depadwenll AUG 2005 CITY OF AiLANTiC BEACH This approval verifies cwnpPancswith applicable t�u1i.Llrla `rel zoning, Subdivision and other local land developmentre2vigtions, but does not constitute SCALE: OCT I�� approval for tbs.issuatir,o of permits, Compliance [ with Florida lauilding.Cgde and an other applicable r local, Stats and Federal permitting requirements NO SCALE must be verified by si nature of tt,e City of Atlantic Beach Building 0f° prii�I 7'k�4 IS>su ,�-. _ Bu6ldirig Ptu'tn�„ �"4�• VICINE�I'Y J PROJECTX o. v �ppro►�a�yiRyea1100-05 NUMBER SHEETS • PREPARED BY: 12 Robert IL Phillips, PEPAGE 1535 Park Terrace East NUMBER Atlantic Beach, Florida 37233 _ (904) 21g-8385 DESIGNER: RK PHILLIPS DESIGN ENGINEER DRAWN BY: Bq ROBERT K. PHILLIPS, PE .�. DATE: AUG 05 CHECKED BY: �RK PHILLIPS FLORIDA REGISTRATION NO. DATE: AUG 05 PE 48896 l MAP SHOWING BOUNDA P i' AND TOPaCRA PHI C .SUR VE Y OF LOT ..-_ ----_5�._ .st `_ _ BLOCK ___49._ _ .._ A S SHOWN ON MAP OF SEC TION " H A TL A N Tl C FLEA CH AS RECORDED IN PLA T BOOK _ 18._.. PAGE -_ 34 OF THE.CORRENT PUBLIC RECORDS_ Of DUVAL CO., FL. ALL AMERICAN COONS INUC TION CERTIFIED r0 . _ SITE BENCHMARK p 60 PENNY NAIL IN POWER PALE ~ �J ELEVATION � 13,17' l� . — ...' . _... — — w.. .... — — — — ._,. .... r. "• ._,.. . — NC*TrrEKLr R'GH1 OF 'NAY ;_rNE CSF rh5i 13TH S kCE' . I 1 GRAPHIC, SCALE. 2500 i 5.LTJ a 43 WEST 1 3 T H `tip S T R E E TIV ( 5 0 R I G H T O F W A Y ) ( IN FEET ) S9 ^7h �^ "7ry Yry 1 ry� 10 1)4' 1 rich = iu ft / A T - ry ,•,,. S69.48'00"E ,, �, 150.00' } �, �- �0�� T �" I P 50.00 FD !$ r P 50.D0� "T . _--- A)5 1 T SCXI?rdkLY iil(,HT :7F 1YAY LINE � ro�EST 11?rl SIRLE 1 r. _. D. A F CAP �k CAP 'r CAP ,y Lj 4&J3" �a 6715` 19 4,121" l� 6� ♦1 o 0 0 ~ `' �> 0 I 'ham ' ti ham, ry o o f iD <> Q 0 O > r, v CA j o r, r Q Q N c� N r v (n ) B ( I tEI O 43 '� ry 50.00• 50.00• 50.00' '`• _ �' I ~ ~ t I) I.P SE- kj" I P I SET ` F' -`,ET 'k CAP ,* LAP t , 3t CAP h Jr CAP t] LN 1576" -L6 6715" A 67,5• "Lel 8715" N59"48'00"W 150.00' ^� ^} Iz a C� B L F-3) ► �_ i� 4 I , < •J t , i t f I C i I 4 I RF-RRFT 44 -0 44�soc61,4resj$ fivc. 1 1614 AfLANT1C WVJLER517Y I vk(lf' J1A...K.. AV11LE, f OkIDA �22�T .=, ?(,101 805`-D�J30 r'Ax 3U4 8v5--96," AKIX P.c e0437 Wf t4Avwr.44 W • — — , . ..._ .,,., 11) OEARING$ SHG�kN I,EkiUi Akin LJAI .+J 1JN P.T. P'W%T OF 10.Y(i4+CY '..,.'�" 1,,N •ptpp 1r 6L,AjLYX1RAL ANULE) P R C. F'Ou•T 01' rrEti4 w CURYL .•• M• L!Q AKG LLNGTH ' 5 75'JDDO' E F(kR THE THE SQ'JTHERLY ' hS N�AARK CITY E3ENGHMARt( USED WAS R W LINE Cf AST 13in STIAE T. .,cc. F'GW17 Q cj.Rvf.uv>S �~• � �{ W ��k/P:AL 7 ".1.krt / P.o.0 rpwt �C;vRVE • t ��• �w atARwc (2) 1r lls F'kUF'ERIr iiAi vqT [TEEN A9S1FrAC7EiJ d'A.L- a�U1NC kLS:HrCuon UNC •• CA LLNTLR LIN( G� Q t �AiFTlSX1 SlCv(i� X-CUT 31,07' NORTH OF CLI dt 156.S' OF FOR EASEMENTS. LX)%&NANiS. REST-rttCTIuNS R,0 a,(.*,T-car-,A►r CENTERLINE OF MAYPORT ROAI), X—CUT IN 0•A.Y. 0FI IGAL RLtufeLs w,n„rat Tap OF RETAIWNG WALL AT THE, SOUTH WEST W E S T 1 2 T H S T R E E T r3) UNURC.ROUND UTILITIES 5MING THIS –E E– QAAHEAO PaACR LtiE YWkLR1Y nAA ?40T fBEE,4 LOCATED (h2 I1'� t •1 CORNER OF SWIMMING POOL AT ATLANTIS C R V 15 I D N S �++'�wN -1• c " GARpNS 5U8D1vtSION. ELEVATION 14.54' ( � 0 ' R t G H T O F W A Y ) _ __ . y TATr- t -Ta-CYS DLAR1,YC ROTATIC+,V T;'J (4) AWS Fk;�F'(RTY AF'FEAWS3 TQ Li All1"4r _ (NATIONAL GEODETIC `VERTICAL OATUM 1929) mac`"' / .C. f-LVYJD ZONE x A3 SCALED FROM C.i •.}, z•'• _ :.V :iAt)f Jt3LRFPTtrwN —_ gr FE.M.A. FLOOD iNVARANCE RATE WAF'. PAIJE 4 V� n'791 +EET1 r• Ur /VC7: TIi>rJ73-[K]L}1-�. JATEA 4--s1-64 17 1£ Gf i7tLp S)JR�Er �55E`"nL, di }Y. t -' 1 ,vimi'1J 1 B ,� 611 Fa. 41 FO. 73 .vpr s.1t7v ;vGrour traE sr.h�'�AF-4UK7Grhu R.> v :fAc ux 1� tnY� rc �7r R ,rrz r✓ 334 ! .1) 13�f1 � : l MAP SHOWING BOUNDA P i' AND TOPaCRA PHI C .SUR VE Y OF LOT ..-_ ----_5�._ .st `_ _ BLOCK ___49._ _ .._ A S SHOWN ON MAP OF SEC TION " H A TL A N Tl C FLEA CH AS RECORDED IN PLA T BOOK _ 18._.. PAGE -_ 34 OF THE.CORRENT PUBLIC RECORDS_ Of DUVAL CO., FL. ALL AMERICAN COONS INUC TION CERTIFIED r0 . _ SITE BENCHMARK p 60 PENNY NAIL IN POWER PALE ~ �J ELEVATION � 13,17' l� . — ...' . _... — — w.. .... — — — — ._,. .... r. "• ._,.. . — NC*TrrEKLr R'GH1 OF 'NAY ;_rNE CSF rh5i 13TH S kCE' . I 1 GRAPHIC, SCALE. 2500 i 5.LTJ a 43 WEST 1 3 T H `tip S T R E E TIV ( 5 0 R I G H T O F W A Y ) ( IN FEET ) S9 ^7h �^ "7ry Yry 1 ry� 10 1)4' 1 rich = iu ft / A T - ry ,•,,. S69.48'00"E ,, �, 150.00' } �, �- �0�� T �" I P 50.00 FD !$ r P 50.D0� "T . _--- A)5 1 T SCXI?rdkLY iil(,HT :7F 1YAY LINE � ro�EST 11?rl SIRLE 1 r. _. D. A F CAP �k CAP 'r CAP ,y Lj 4&J3" �a 6715` 19 4,121" l� 6� ♦1 o 0 0 ~ `' �> 0 I 'ham ' ti ham, ry o o f iD <> Q 0 O > r, v CA j o r, r Q Q N c� N r v (n ) B ( I tEI O 43 '� ry 50.00• 50.00• 50.00' '`• _ �' I ~ ~ t I) I.P SE- kj" I P I SET ` F' -`,ET 'k CAP ,* LAP t , 3t CAP h Jr CAP t] LN 1576" -L6 6715" A 67,5• "Lel 8715" N59"48'00"W 150.00' ^� ^} Iz a C� B L F-3) ► �_ i� 4 I , < •J t , i t f I C i I 4 I RF-RRFT 44 -0 44�soc61,4resj$ fivc. 1 1614 AfLANT1C WVJLER517Y I vk(lf' J1A...K.. AV11LE, f OkIDA �22�T .=, ?(,101 805`-D�J30 r'Ax 3U4 8v5--96," AKIX P.c e0437 Wf t4Avwr.44 W • — — , . ..._ .,,., 11) OEARING$ SHG�kN I,EkiUi Akin LJAI .+J 1JN P.T. P'W%T OF 10.Y(i4+CY '..,.'�" 1,,N •ptpp 1r 6L,AjLYX1RAL ANULE) P R C. F'Ou•T 01' rrEti4 w CURYL .•• M• L!Q AKG LLNGTH ' 5 75'JDDO' E F(kR THE THE SQ'JTHERLY ' hS N�AARK CITY E3ENGHMARt( USED WAS R W LINE Cf AST 13in STIAE T. .,cc. F'GW17 Q cj.Rvf.uv>S �~• � �{ W ��k/P:AL 7 ".1.krt / P.o.0 rpwt �C;vRVE • t ��• �w atARwc (2) 1r lls F'kUF'ERIr iiAi vqT [TEEN A9S1FrAC7EiJ d'A.L- a�U1NC kLS:HrCuon UNC •• CA LLNTLR LIN( G� Q t �AiFTlSX1 SlCv(i� X-CUT 31,07' NORTH OF CLI dt 156.S' OF FOR EASEMENTS. LX)%&NANiS. REST-rttCTIuNS R,0 a,(.*,T-car-,A►r CENTERLINE OF MAYPORT ROAI), X—CUT IN 0•A.Y. 0FI IGAL RLtufeLs w,n„rat Tap OF RETAIWNG WALL AT THE, SOUTH WEST W E S T 1 2 T H S T R E E T r3) UNURC.ROUND UTILITIES 5MING THIS –E E– QAAHEAO PaACR LtiE YWkLR1Y nAA ?40T fBEE,4 LOCATED (h2 I1'� t •1 CORNER OF SWIMMING POOL AT ATLANTIS C R V 15 I D N S �++'�wN -1• c " GARpNS 5U8D1vtSION. ELEVATION 14.54' ( � 0 ' R t G H T O F W A Y ) _ __ . y TATr- t -Ta-CYS DLAR1,YC ROTATIC+,V T;'J (4) AWS Fk;�F'(RTY AF'FEAWS3 TQ Li All1"4r _ (NATIONAL GEODETIC `VERTICAL OATUM 1929) mac`"' / .C. f-LVYJD ZONE x A3 SCALED FROM C.i •.}, z•'• _ :.V :iAt)f Jt3LRFPTtrwN —_ gr FE.M.A. FLOOD iNVARANCE RATE WAF'. PAIJE 4 V� n'791 +EET1 r• Ur /VC7: TIi>rJ73-[K]L}1-�. JATEA 4--s1-64 17 1£ Gf i7tLp S)JR�Er �55E`"nL, di }Y. t -' 1 ,vimi'1J 1 B ,� 611 Fa. 41 FO. 73 .vpr s.1t7v ;vGrour traE sr.h�'�AF-4UK7Grhu R.> v :fAc ux 1� tnY� rc �7r R ,rrz r✓ 334 ! .1) 13�f1 � : CON S CTION P L A N S F 0 , R Z Z 0 �5W CHrf'O'Ya 0 cn CC) 1\4 ]V[ ERCIAL BUI DINGSI (Drf S 5 6 & \V or="%h, 13 rH SrrREFIF a '6-1.2 7 0 od N J oil ELMOMILF Nr IC ijF- ACH FL v m � L6 v Ni Ci U Z INDEX OF DRAWINGS JACKSONVILLE 10 10 ATLANTIC BEACH SHEET NO. DRAWING NAME 1 PROJECT COVER SHEET � 5 AlA NEPTUNE BEACH ? TOPO SURVEY EROSION CONTROL PLAN & 202 JA C SONVILLE BEACH CONSTRUCTION MANAGEMENT PLAN 1 3 GEOMETRY SITE PLAN PONTE VEDRA BEACH \ 4 LANDSCAPING \ 5 NOTES/ DETAILS CHIPLEY TALLAHASSEEIsm �... 1 6 DETAILS 7 13UILDING No. 1 PROFILE & SAFTY PLAN LACKS MLLE PENSACOLA LAKE CITY ` , t� 8 BUILDING No.1 LAYOUT � PANAMA CITY � lossp ---� \ 9 BUILDING No. 1 UTILITY PLAN ST AUGUSTINE 10 BUILDING No. 2 PROFILE & SAFTY PLAN �cAINEsvuLLE F °. PROJECT 11 BUILDING No.2 LAYOUT LOCATION O ltJ H I ( [N../)I\� DAYTONA BEACH .. VV 12 BUILDING No, 2 UTILITY PLAN � v QCAUA r y � � IN' ,,. UELAND JaC ks, 0 !Ue Atlantic Beach LL ATLANTIC BLVD O ORLANDO Neptune Beach LIQ 1,11110 -- BEACH BLVD a Jacksonville Beach TAAto BARTOW 1 J. TURNER BUTLER BLVD, -- FT. PIERCE (� I n SARASOTA O Baldwin _ _ LAKE WEST PALM LEACH OKEECHOBE Pante Vedro� Beach Q FT, LAUDERDALE + COP z MIAMI LOCATION MAI' ' DATE: Atlantic Bcach KEY WEST APPROVED Planning and Zoning Depadwenll AUG 2005 CITY OF AiLANTiC BEACH This approval verifies cwnpPancswith applicable t�u1i.Llrla `rel zoning, Subdivision and other local land developmentre2vigtions, but does not constitute SCALE: OCT I�� approval for tbs.issuatir,o of permits, Compliance [ with Florida lauilding.Cgde and an other applicable r local, Stats and Federal permitting requirements NO SCALE must be verified by si nature of tt,e City of Atlantic Beach Building 0f° prii�I 7'k�4 IS>su ,�-. _ Bu6ldirig Ptu'tn�„ �"4�• VICINE�I'Y J PROJECTX o. v �ppro►�a�yiRyea1100-05 NUMBER SHEETS • PREPARED BY: 12 Robert IL Phillips, PEPAGE 1535 Park Terrace East NUMBER Atlantic Beach, Florida 37233 _ (904) 21g-8385 DESIGNER: RK PHILLIPS DESIGN ENGINEER DRAWN BY: Bq ROBERT K. PHILLIPS, PE .�. DATE: AUG 05 CHECKED BY: �RK PHILLIPS FLORIDA REGISTRATION NO. DATE: AUG 05 PE 48896 MAP SHOWING TOPOGRAPHIC SURVEY OF- LOTS 5, 6 & 7, BLOCK 4-9 AS SHOWN ON MAP OF SECTION "H" ATLANTIC BEACH AS RECORDED IN PLAT BOOK 18, PAGE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, z 0 cn y w Ce SITE BENCHMARK 60 PENNY NAIL IN POWER POLE ELEVATION = 13.17' 0 M - V)"-S W E T 1 3_ TF--- � T (50 RIGHT OF WAY) UJ Q _ a 1. SET POSTS AND 2, STAPLE WIRE EXCAVATE A 4"X4" FENCING TO THE 1KENCH UPStOPE POS"S, NG THE LINE OF __.. m__ w _ _.. _ _..._. W. ...... __�_µ.,_. _.,- _.. _ .._._._.__._ __ �....__..--._.. __. POSTS >M` _,._. _..._. ._.._...__•__.._.._ .__,.._ ,. _ _.. .,..__.._.._......._... . WM _-.. i __ . ._..,. .._._-_., �5 u6 4 "i ni . - :O of o .._�..__... ...,�._� �.._ ___ _. - _ ._.,_. - �.._..��.._ _..._�_._-_ of _... .__ _"_.. - ~_ 4. BACKFILL AND X�FD 1 2 I.P. D �' - _,, , �._.� .._,&.._ ..AP.._ �. _..� . _ _.-... ,_.. -._._..__ -- 50.y00..__.,_...._. `� 1 >� INSTALL {iAY �3AILS �. ATTACH THE FluErz EXCAVATED�r �` D p p/ F AOT THE f CAI CAr COMPATED SOIL. & CAP - p a LB 6715 INSTALL HAY E3AILS "LB 6715" ;' �'� L 6715 -- ..._.. Lid 6715 `; y ,. FABRIC 1 D TEMP, THE WIRE FENCE AND • ' �. EXTEND IT INTO +ti CONSTRUCTION PARKING AREA CONSTRUCTION THE TRENCH. / . � D • D X � o ^C7 , DUMPSTEy LOCATION TEMP. Fri O = TOLE CHEMICAL LOCATION ( m Z ;I I� r W PTl � 4 r� r l,r ^�j < :• ] P r^; i17Tj r1 T �_.__-�].'_.iHi,..._......._...._-_._..w ..,_,_..__..__..._� ,•f,]-,__.. �� _...._.-._._. ___._..._. _--__...._.."."._Y...._r__ ._.w._:_..__... .____ ...�,w.._.._..___._...__....._., l �, EXTENSION OF M OD 1( I CTI Q O rD- _ ! 1 `:t INTO THE wlrzE rr''�� Z o e I O� TRENCH. fTl Q!r 0 m ,i IiW �] <Oor O Jr r1 _ I i I t FILTER FABRIC- ( C © C f ICU o M I 111 I i i ■ INSTALL TEMPORARY SILTATION � � �,.� --' � z BARRIER ALONG PERIMETER OF ff, M U) D m I, o 4 SITE IJNTIL CONSTRUCTION _ Fri r t IS COMPLETED (SEE DETAIL). '0 �' 17- 0 I i z -� o ' m CON4TRUCTION DETAILS FOR SILT FENCES °� M m m D C m � O CJ o �f' © m 0 f--- Q �� rrr M CED >0 �N N,T.S. + i t I'1 i O �`�" Silt Fence Co,Istruction Specifications; Z I ; Q The height of a silt fence shall not exceed 36 inches. Storage height shall never © O i M r_I » I possible, the filter fabric shall be cut fronn a continuous roll to avo d the use of -1 d` fT1 exceed 18". The fence line shall follow the contour as closely as possible, If ISI !'' 1 joints. When joints ore necessary, filter cloth shall be spliced only at a support post, I� LIJ with a minimum 6—inch overlap and both ends securely fastened to the post. 4F• �� I t: �� Post shall be paced a maximum of 10 fee apart and driven .securely into the ground ' Po I s (D =; W� 0. (minimum of 12 inches). When extra strength fabric is used without the wire support w•-I ;.... f <O l fence, post spacing shall not exceed 6 feet, Turn the ends of the fence uphill. MJ `�'tLU I"r'i Uz i.di A trench shall be excavated opproxin•rately 4 inches wide and 6 inches dee plan- the o t I -, `ter �. _.... _ . _ r Q p y { i.,.� line of posts and up slope from the borrier. QDI r All � ) 0 C) o When standard—strength filter fabric is used, a wire mesh support fence shall be fr c) / j,h I (� y p p pasts using heavy duty wire stables at f' fastened secure) to the u slope side of the _•� r: \/ �,/ �, �__y I ,.� W } least 1 inch long, tie wires or hog rings. The wire shell extend into the trench a Z r 4 Q 4 minimum of 2 inches and shall not extend more than 36 inches above the original i Q ( ground surface, �■ � f The standard—strength filter fabric shall be stapled or wired to the fence, and 6 /' ' f ✓ _ ? (4 inches of the fabric shall extend in the trench. The fabric shall not extend more than 36 inches above the original round surface. Filter fabric shall not be stapled I to existing trees. eliminated In such a case, the filter fabric Is stapled or wired When ex ra—strength filter fabric and closer post spacing are used, the wire mesh support fence may be e pp .- INSTALL PROTECTIVE FENCING AROUND directly to the posts. EXISTING OAK TREES DURING CONSTRUCTION ` f The trench shall be backfilled and the soil compacted over the tae of the filter fabric, I s7'.y r�t:::.lZ = : ;°l{,I\ ll j r :rJs C: :?°' < I`•FT, 0 Silt fences placed at the toe of a slope shall be set at least 6 feet from the toe in order to increase ponding volume. /( I Silt fences shall be removed when they have served their useful purpose, but not 00 6 before the upslope ❑req has been permanently stabilized, and any sed'irnent stored I� behind the silt fence has been removed. o� 0 Q �' _ o Inspection and Maintenance: CD o O JJ Silt fences and filter barriers shall be nspected weekly and atter each ;significant f'? J _� f fel Q1 storm (1" in 24hr,). Any required repairs shall be made immediately. Sediment shall M' - { Z UJ 1 U) M be removed when it reaches I height of the fence or 9 inches maximum. The "" '' -' �� M Fri I (r removed sediment shall vegetated or otherwise stabilized, DATE: � Fri � � r` r•=' , Q V� 50.00' ..... Fri 50.pO' �' __.._.._.. AUG 200 o O FD 1I _ _,.. ,,._w� ..._., rvw..r ^SET 1 ..Z" I�: .. . f; �. ....__ ... _...._ 1.. ' -.•}.P...,_...M.W w_._..._,_ . ._..�:. __ " 7r�1 I.P. Q & CAP _ �. , __.H_ _, _.. "&_...SAP & CAIS �. 0 & >'LB 67.15" .."-w�...-.. .�._. .- "LB 6715" [� �,LB 6715" --� < "LI.I ;» SCALE; .. N75 00 00 W �-, M > 150.00 SVT - 10' C7 r 0 M : PROJECT No. 0 1100-05 NUMBER SHEETS PREPARED BY: Robert I. Ph s PF �2 1535 Park Terrace East PAGE NUMBER TOPO SURVEYc EROSION CONTROL PLAN Atlantic Beach,385Florida ��2�� so4> xis-SSSS DESIGNER: RK PHILLIPS DESIGN ENGINEER DRAWN BY: BD ROBERT K. PHILLIPS, PE DATE: AUG CHECKED BY: RK PHILLIPS FLORIDA REGISTRATION NO, DATE: AUG 05 PE 48896 ...........------.-......_ _ _... OWNER TO APPLY TO CITY OF ATL, BCH. PUBLIC WORKS DEPT. FOR WATER SERVICE, TAP TO EXIST. WM PER CITY STD'S. PROVIDE I " SERVICE. 0 z INSTALL I " METER WITH OWNER 'TO APPLY TO CITY OF OWNER 'TO APPLY TO CITY OF V) R,P.Z. B.F.P. FOR WATER SERVICE. ATL, BCH, PUBLIC WORKS DEPT, ATL. BCH. PUBLIC WORKS DEPT. W FOR SEWER SERVICE. TAP TO EXIST. FOR SEWER SERVICE. TAP TO EXIST. INSTALL RIP-RAP TO GS PER CITY STD's. MATCH EXIST. EOP GRADE GS PER CITY STD'S, DISSIPATE NATER AND PREVENT EROSION MATCH EXIST. ECOP GRADE WE " T 1 3TH . ET 1' (50' RIGHT OF WAY) __._........ _.�?., w wM - - _...�. _,.._:.__.._�� .._._.. �:....__ _ _ __ rv�. __..�__._ - - -- - �M - �.-. EXPANSION o _..__. . - _ . ... _ M _M . _�._�_ _.� _. ^• m __ _.__._ . ......._.. ._.. __.._... ... , , _...._.. _ ....'7 - BOLTS (TYP) r w INSTALL 38± LF OF - � - �._ _.._�.._. -M.. -_. 15 ABS DRAIN PIPE. w�. .._.. 1 ALUMINUM _.._.....w..-_. _ , _.,. ._.._.-._. _ 15 R 15 R ' � PLATE SKIMMER--/ ` 2" x2" ANGLE INVERTS TO MATCH EXSIT. .' '_ __._w_. of ��_ - _ IRON OE sit;:_.... CONSTRUCT CONCRETE APRON ^� " M ��- . � m .s .. �, ., `� c° �' ¢ "� N � ;. ,�2..._.,, . �_ :t J :w I.P. S-Z - SKIMMER DETAIL MIN, 6" THICK 300OPSI WITH W INSTALL 86f LF OF r � '6.0 5 R� s.o-.. CAP 5 R� �I _.� �, s.o � 5.o �� FIBERMESH PER CITY OF ATL. .o u a �� >' 6715" 13:4 M _ ,f 34.___... CAP BCFi. STANDARDS y ;,l 15" ABS DRAIN PIPE. INSTALL 20±LF OF 8" APS as tea... - 'L 67i 5" INVERTS TO MATCH EXSIT. N.T.S. DRAIN PIPE �' '� 7 :5. � �- GRADE. r..r .;713.2- INSTALL MOD. CONTROL STRUCTURE s '` (` 1 ,< 13-25 f3 17.0 I - INSTALL 3" PVC PIPING WARPPED - WITH FILTER FABRIC. INVERT AT BASE ;� 13.z� CONSTRUCT CONCRETE PAVEMENT OF DRY POND. ; 1 .°. s ; f3 3 .� �� 4 MIN, 3000PS1. Fri 9 �� 4 ::J \ / zi 10.0 14, 3.4 10.0 a` t 27.0 > [I- l INSTALL HANDICAP STRIPING AND SIGN PER A.D.A. REQUIREMENTS � �.:r Zt 13.25 I ., r METER BANK LOCATION GRATE EL.=13.4 CONSTRUCT CONCRETE PAVEMENT 4" MIN. 3U00PS1. 13.4 WEIR EL. 13.08' M rall 1 2'ORIFICE OUTFALL PIPE, INV. ELEV. 11.84' ■ N rho ;s r PROPOSED NU.2 ;6 8"APS TO OUTFALL INSTALL 6" PVC APS DRAIN PIPING h �✓rrf,. Q r32 ` 30'X62' STEE� . BLDG. INv. EL. = 11.75 AND CONNECT BUILDING DOWN SPOUTS s r �a `� ? . N `� INSTALL 6' PVC APS DRAIN PIPING TO DIRECT RUNOFF TO RETENION POND. :: .' . ;; } ..1 I f ., 1 ,860SQ, FT. AND CONNECT BUILDING DOWN SPOUTS LBOTTOM EL.� 11.75 SIDE VIEW a �F gMf t°'0 F.F.E. 13.75' TO DIRECT RUNOFF" TO RETENION POND. r � ■ � �� a APs To OUTFALL >0 _ y a :i INV. EL. 11.75 U) METER BANK LOCATION Off} O PRO-POSED No. 1 _.. . JVV\-> ca ; 50= 80 ST EL BLDG. _ _.- ; O ORIFICE 0 W �,� ,.�' - � 1'WEIR, OUTFALL PIPE f. '� -'` 4,0 0 0 S FT. ;f" 0'� ; _ o EL.- 13.aa L �_.T- INV. ELEV. 11.84' CONSTRUCT DRY RETENTION AREA �- �' �� f `` F.F.E.--= 3.75 �' � -- WITH 2: 1 SIDE SLOPES, SODDED, & `'• z r' CJ ` Po5 r. s. � r�.^' rr °•R ,M Q 0»25"ALUMINUM w / t LANDSCAPED. (RIM EL.: 1 3.25 BOT. EL.: 11 .75) �f` `�,� O 0 PLATE SKIMMER �^ Lu I*A Fr 0 + �. J1,. , .f { ,d I 8'APS TO POND ( INV. EL. - 11.76 ■+ NOTE: DIRECT ALL ROOF DRAINAGE ,,: µP, _ _ E r %"+ INSIDE VIEW 0 13.0 I VIA GUTTERS AND DOWNSPOUTS. ' ,l� �J r� 5.0 i -•� i /4"THICK STEEL 1.5 i PLATE WELDED TO o �, 4 � CAST IRON GRATEVII © �; \f, DRY DETENTION POND cl 20. l±= 10 w, 3.25 2.0 50.00 _...._M .. _. 1 ..-.__..,.�._r__._ . w .,.... �. , FD 1/2 I.P. _..,.._,_.. �._ _,.w� .. I.P. .._�...,..._._._.__.. SET 1�.�.'�.-l�P:_.�-_...__.. .... .� ��J,QIt�`_._-__ ,.5 •..1,2" 50.00' � SET`""'1/`� .I:P:_� ______._.. .__ & CAP .._.w.w_w...�. __ .,...�...�..._. , -&- & CSP....._.._..._.._.w........._.... _-... & CAP -____.._ .�_._...w-....w_.W_-_�-,.,_w._..._. �,. . --- CAP ,'LB 67..1.5'"W_" .. �_ . .� -- "LB 6715" "LB 6715" r- "LB 6715" N75 00 00 W DA7Ea `TOP VIEW AUGUST 20®5 INSTALL 6" PVC A S DRAIN PIPING � - 'INSTALL 50fLF OF 8" APS AND CONNECT BUILDING DOWN SPOUTS TO DIRECT RUNOFF TO RETENION POND. DRAIN PIPE S-2 �- MODIFIED FDO-T "TYPE "E" DBI SCALE. CONSTRUCT FENCE AROUND ENTIRE POND PER SJRWMD REQUIREMENTS- -�� NOTE: POND SHALL E MOWED AND ALL GEOMETRY Q� PROJECT No. R \� SEDIMIENT,DEBRIS AND GRASS `/',(�jr ' CLIPPING SHALL BE REMOVED AT SITE PLAN LEAST BI-MONTHLY O N-'-S I'T E PARKING 1100-05 PROPOSED SITE STATISTICS BUILDING No. 1 NUMBER SHEE'1°S SQUARE ACRES PERCENT LIGHT INDUSTRIAL PARKING PREPARED BY: �'l SOD TOB=13.25 of SITE 1 SPACE P 2 EMPLOYEES S L� TOTAL SITE AREA 15, + 1 COMPANY VEHICAL LOT a ■ e? • MEAN D.H.W.L 13.08 300 351 2 100.00% PRDPOSED: 2 EMPLOYEES RobeY't Ph s, N NOTE: CONTRACTOR IS TO REMOVE AND REPLACE ANY PAvEMENT AREA 4,850 .1 1 1 3 31 .70 TOTAL REQUIRED SPACES 2 PAGE NUMBER SIDEWALKS AND CURBS ALONG ADJACENT SIDEWALK AREA 0 0 0% PROPOSED PARKING = 5 1535 Park Terrace East BOTr.=11.75 _ Atlantic Beach, Florida 32233 PROPERTIES WHICH WHERE DAMAGED AS A BUILDING N0 .1 AREA 4,000 .0918 26.14% BUILDING No. 2 (904) 219-8385 ` -GRAVEL JACKET c BUILDING No.2 AREA 1 ,860 .0427 12.16% RESULT OF HIS CONSTRUCTION. LIGHT INDUSTRIAL PARKING 3"ORIFICE OUTFALL PIPE DESIGNER. RK PHILLIPS POND CROSS SECTION TOTAL IMPERVIOUS 10,710 .2459 70.00% 1 SPACE PER 2 EMPLOYEES DESIGN ENGINEER WITH MESH SCREEN ANY EXISTING DRIVEWAY APRONS, THAT ARE NOT + 1 COMPANY VEHICAL LOT DRAWN BY: BD µre AREA PRDPOSED: 1 EMPLOYEES = 2 DATE: AUG oS ROBERT K. PHILLIPS, PE TO BE USED ARE TO BE REMOVED AND RIGH-OF-WAY rTOTAL GREEN AREA 4,59:0::L.1054 30.0U�o TOTAL REQUIRED SPACES CHECKED BY: RK PHILLIPS FLORIDA REGISTRATION NO. '�'>IILL BE BROUGHT BACK TO GRADE, PROPOSED PARKING _ 2 DATE: AUG 05 PE 48896 5 5r 13m Cyt 1 PLANTING NOTES 1. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING PROJECT SITE CONDITIONS AND ALL QUANITIIES INDICATED ON THESE PLANS, BEFORE PRICING WORK, 2. ALL PLANT MATERIAL SHALL BE FLORIDA GRADE NO, 1 OR BETTER NURSERY GROWN IN ACCORDANCE TO FLORIDA GRADES AND STANDARDS HANDBOOK, 3, PLANTS SHALL BE SOUND, HEALTHY AND VIGOROUS, WELL BRANCHED AND DENSELY FOLIATED WHEN IN LEAF. THEY SHALL BE FREE OF DISEASE, INSECTS, EGGS OR LARVAE AND SHALL HAVE HEALTHY, WELL DEVELOPED ROOT SYSTEMS. THEY SHALL BE FREE FROM PHYSICAL DAMAGE OR ADVERSE CONDITIONS THAT WOULD PREVENT THRIVING GROWTH. - 4. ALL PLANTS MUST BE CONTAINER GROWN OR B&B AS INDICATED IN THE PLANT (n LIST. O 5. ALL PLANTS SHALL CONFORM TO THE VARIETIES INDICATED IN THE PLANT LIST. V) 7 uj 6. SUBSTITUTION OF PLANT MATERIALS WILL NOT BE PERMITTED UNLESS AUTHORIZED IN WRITING BY THE LANDSCAPE ARCHITECT OR ENGINEER, IF PROOF IS SUBMITTED THAT ANY PLANT SPECIFIED IS NOT OBTAINABLE, A PROPOSAL WILL BE CONSIDERED FOR USE OF THE NEAREST EQUIVALENT SIZE OR VARIETY WITH CORRESPONDING ADJUSTMENT OF CONTRACT PRICE. 7. PLANT MATERIAL LOCATIONS AND BED OUTLINES SHALL BE STAKED OR FLAGGED ON SITE BY THE CONTRACTOR AND SHALL BE ADJUSTED IF REQUIRED TO FIT ACTUAL AS-BUILT CONDITIONS ON SITE AND APPROVED BY THE OWNER OR OWNERS REPRESENTATIVE. WEST 8. ALL PROPOSED TREE PLANTING LOCATIONS SMALL BE STAKED OR FLAGGED I3 ITH STREEIBEFORE INSTALLATION BY 7HE LANDSCAPE ARCHITECT OR ENGINEER AND APPROVED BY THE OWNER OR OWNERS REPRESENTATIVE. --- 9. THE CONTRACTOR SHALL EXCAVATE PLANT PITS, ACCORDING TO THE DRAWINGS, (50' RIGHT 0 F WAY) m UNLESS OTHERWISE DIRECTED. 10. all CONTAINER GROWN ROOTBALLS SHALL BE CAREFULLY SCOURED BEFORE SETTING IN PLANT PITS. f. 11. ALL BACKFILL AROUND PLANT MATERIAL SHALL BE WORKED FIRMLY, TAMPED _.... AND WATERED IN UNDER AND AROUND THE ROOTBALL TD FILL ALL VOIDS. < •..._ _.._._____ ._....____ _...._ „r ....__. __.__._._W.. I _ 9 vLLJ 12. LANDSCAPE CONTRACTOR SHALL BEAR FINAL RESPONSIBILITY FOR PROPER �A 1^r - -- - - �f ".•_ _' .......�. WfVI - u"_.,_. ,��... ..__ _......r_., _.... �.. .,...�.. ...XY ._.-��...�...._-......._ .�. ...rn m -- 7" G`_2 '�'!" .v R w vY• � Q SURFACE DRAINAGE OF PLANTED AREAS. ANY DISCREPANCY IN THE DRAWINGS, - OBSTRUCTION 0 1HE SITE, OR PRIOR TO WORK DONE BY ANY OTHER PARTY, WHICH THE CONTRACTOR FEELS PRECLUDES ESTABLISHING PROPER DRAINAGE __ ] SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPEARCHITECT OR ",-._,•._.",_._,...."_.w..__.__._..-.- w._w..".. ._..__. _...... _..._... _ _......"..._.. _ _. _... ._._._.._, w _.-.. � �',. '' I , ENGINEER FOR CORRECTION OR RELIEF OF SAID RESPONSIBILITY. � 4 �.. � ,t, •� .,. - _.„_ -• _ „ ll _. I '.' SHALL F , :F' UNIFr F? �. Iy f-I, ......;•...._...... I', .«.-;__,_.....-.-._t_� � ., 1�ii � .._.._...._-.__...,°�...... ...._,._..._.. ._....f.....,...,.,_..." _,.-a'.�, kl. °",1 ... � H ..rv...,.. G-- � 13. PANTING BEDS IALW B CUT (.R EDGED TO FORM A UN FJ M ,_.-AN LINE _ 1 BETWEEN BEDS AND LAWN AREAS. -;" ..�..__ ..." _.._.. .._._ i _r_... k,, + "_ I1 _ _ -w_„_- ' 14. AFTER ALL PLANT MATERIAL IN A PLANT BED AREA HAS BEEN INSTALLED AND <7 A n, APPROVED, THE AREA'S BETWEEN PLANTS SHALL BE RAKED TO AN EVEN GRADE 10z] `• ' �t TO CONFORM TO PREMULCHING FINISH GRADES, ALL PLANTING BEDS AND PLANT � _.._._ __,.__..._._.. �_ .. _.. �__ - ti SAUCERS SHALL THEN BE UNIFORMLY COVERED WITH A MINIMUM THREE INCH �. _ =� - � / k W G• LAYER OF #2 GRADE OR BETTER CYPRESS MULCH. ` ' / 7 r k� r LIVE OAK 15 ALL PLANTING BED AREAS WITH ACCEPTABLE TOPSOIL SHALL BE TOP DRESSED j WITH 5D o ORGANIC 6-6-6 COMMERCIAL FERTILIZER AT A RATE OF NINE POUNDS i r? i DOUBLE X12 PER 1000 SQUARE FEET AND TILLED TO A MINIMUM DEPTH OF THREE INCHES. l` } l "'7 ^} Y p 7 GAL\/. WIRE a i 16. PLANT MATERIAL BACKFILL MIXTURE SHALL BE THOROUGHLY MIXED IN THE � I "k ., �� ,• a �•fswii r R 2 X 2 TREE FOLLOWING PREPARATIONS; NY f r f STAKE (5) - 50% EXISTING CLEAN TOPSOIL TOPSOIL SWEET VIBURNUM X � r i , :r [1 �{" � •.. _7.�...I � i t Z j REINF . RUBBERMULCH NOTES: 50% SOIL M X PEAT F05E � r } 3 I' I "7 � TEMP. EARTH COW MANURE SAUCER REMOVE TOP tr 17. THE LANDSCAPE CONTRACIOR IS RESPONSIBLE FOR ALL FINE GRADING 1 �;,'___._. ..� � ; =,� �' � � BURLAP I 7" +w.rxu.,awa:.aFrw�axssa: u:R:�;ia«�rroaa�� PREPARATION FOR PLANTING. • . 18. ROUGH GRADES WILL BE ESTABLISHED BY THE OWNERS GENERAL r ' , ` CONTRACTOR AT APPROXIMATELY 3 INCHES BELOW CURBS, SIDEWALKS, F°IARDSCAP n 4; � � �. '; .w -:r ;,� �. t 1. i, •'/\�/ � AMENITIES, MOWING STRIPS AND ABUTMENTS. 1r spa I� ! 'y COMPACTED %f 19. CONTRACTOR SMALL COORDINATE CONSTRUCTION OF PLANTING AREAS WITH - " _,, i �_ ___�__T } 7 ^ I �F y s PLANTING SOIL _ �� INSTALLATION OF IRRIGATION SYSTEM. mum 20. WHERE SEEDING MAY BE REOUIRED ON THE PLANS, GERMINATION RATE SHALL BE THE MAXIMUM PERCENTAGE REQUIRED FOR THE VARIETY SPECIFIED AT THE 6 RATE OF APPLICATION SPECIFIED. A„ - �. j _h 18., X AREAS HA BE SPECIFIED GRASS. GRASS FOR SODDING SHALL BE 21. SOD SHALL FRESHLY CUT IN SQUARES ONE FOOT WIDE BY TWO FEET LONG, SOD SHALL BE -2X- HEALTHY, FREE OF INSECTS, IN NATURALLY FLOURISHING CONDITIONS. DRY, BROWN ` �I, f � � � 1 STAKE FOR TREES 2" CAL & LESS AND UNFRESH SOD WILL BE REJECTED. 1 {, . 2 STAKES FOR TREES 2 1/2" - 4" CAL ■ 22. 50D SHALL BE LAID END 1'0 END AND SIDE TO SIDE IN A STAGGERED LINE f P I'0 FORMA UNIFORM LAYER. ALL UNEVEN EDGES SHALL BE SQUARELY TRIMMED !� r I _ I 3 STAKES FOR TREES GREATER THAN 4" CAL. >0 TO ALLOW CLOSE AND FIRM FITTING OF EACH PIECE. 41 23. AFTER SODDING iS COMPLETED, THE ENTIRE SOD AREAS SHALL BE WATERED �, lam',,. ~w `""`"" -.--. Si .t PANTING DETAIL BY HAND 0R IRRIGATION SYSTEM EACH DAY FOR 1WO WEEKS. SODDED AREAS ' SHALL THEM BE TOP DRESSED WITH A COMMERCIAL FERTILIZER AS DIRECTED HEREIN AT A RATE OF 12 POUNDS PER 1000 SQUARE FEET OF AREA IN A EVENLY BROAD CASE PATTERN. I ;_ `rr ✓`�' �� - } tai 24. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANT MATERIAL ON SITE DURING AND BEFORE PLANTING, UNTIL THE WORK IN f r� ACCEPTED BY THE LANDSCAPE ARCHITECT OR ENGINEER AND OR OWNER. 5. ALL PLANTS SHALL BE GUARANTEED BY THE LANDSCAPE CONTRACTOR TO BE '' I ` z ;: _ HEALTHY PLANTS AND IN FLOURISHING CONDITION OF ACIIVE GROWTH FOR NINETY `! �} 3" CUNT, LAYFvR OF MULCH (90) [DAYS FROM FINAL INSPECTION AND ACCEPTANCE. ALL TREES SHALL BE u f 4. ) t{ �� I i .-f�� -PLANTING SCfL (SEE SPEC.) �, GUARANTEED AN ADDITIONAL ONE YEAR FROM FINAL INSPECTION AND ACCEPTANCE, 06 26. THE LANDSCAPE ARCHITECT OR ENGINEER, OWNER OR OWNERS `---2" SUCHi Enk7H SAUCER REPRESENTATIVE SHALL HAVE TIME RIGHT TO REJECT ANY AND ALL WORK WHICH IN HIS OPINION DOES NOT MEET WITH REQUIREMENTS OF THE SPECIFICATIONS AT ANY STAGE OF THE PROJECT OPERATION. - - • ,�-,, �� T I-m•TTI-•gip �7f= i IT I� 27. IN GENERAL, THE WORK SHALL PROCEED AS RAPIDLY AS THE SIZE BECOMES fir',. AVAILABLE. KEEP ALL AREAS OF WORK CLEAN, NEAT AND ORDERLY AT ALL TMES' INSTALL FENCING AROUND �PROTECTIVE 1 N ING ARQ N low 28. 1HERE WILL BE SPECIAL CARE TO ALL EXISTING TREES 10 BE RETAINED ON EXISTING OAK TREES DURING CONSTRUCTION SITE 10 AVOID CONSTRUCTION DAMAGE. __ 29 IF AN AUTOMATIC IRRIGATION SYSTEM !S 10 BE PROVIDED IN LIEU OF HOSE llT 111= THE PLAN,J A SHOP DRAWING OF THE LAYOUT AND DESIGN BIBS AS SHOWN ON , i T��J1={'�, MUST BE SUBMITTED TO THE GOVERNMENTAL AGENCY, FOR REVIEW AND Til- 1�1� ;' ITi=I II_JI ' � IeEMovE :•vNTAfNE,z APPROVAL, PRIOR TO INSTALLATION. ? 5EFORE PLANTING 30, IRRIGATION SYSTEM SHALL BE FULLY AU10MATIC, PROVIDING 100% COVERAGE 10 ALL PLANTING AREAS, WITH ALL POP UP HEADS IN LAWN AREA, i �� ° 4 f I DRY �/ [��`)-'�f�I ((1 f� POND N D � � � PLANT H6LE WITH VERT, SIDES 31. IRRIGATION STATION SHALL BE SET WHERE THERE WILL BE NO MIXING OF U r` i '\ I 1 V LJ! J �J N PLANTING ;pILfOMPACTF.D SHRUB AND LAWN AREAS, FIXED SPRAY HEADS WITH GEAR DRIVEN HEADS OR �v' m �'�•>� TO PREVENT SETTLEMENT IMPACTS. SHRUB RISERS SHALL BE MINIMUM 2.5' FROM EOP AND ALL HEADS MINIMUM 1' FROM BUILDINGS. - .._..w ' " h �� 1 CONTAINED GROWN SHRUB 32, A DOUBLE CHECK BACKFLOW PREVENTION (OR APPROVED EQUAL); EQUAL TO 13-25_ "..._....r,w..._..,, ....,...................._ �' r'�, N.T.S. A DCA-100; TO BE MOUNTEC IN A RECTANGULAR VALVE BOX (12"X10") ON THE SERVICE SIDE OF THE METER AND IMMEDIATELY ADJACENT TO THE WATER METER. M.... ., _ ._._-M•-... ._ 33. AFTER THE LANDSCAPE PLAN IS APPROVED BY THE GOVERNMENTAL AGENCY, ANY SUBSEQUENT CHANGES MUST BE RESUBMITTED FOR REVIEW AND APPROVAL. ,•_ _..,_.__M , ;�' �.._- 34. SHADE TREES SHALL BE PLANTED MINIMUM 4' FROM EOP AND 15' FROM ar LIVE OAK �r� HATE: ,�. AUGUST 2005 SWEET VIBURNUM SCALE. PLANT LIST PROJECT No. DESCRIPTION QUANITY SIZE SPACING 1100-05 LIVE OAK 5 10'---- 12' F-IT. 2"D.B.H. AS SHOWN NUMBER SHEETS VIBURNUM ODORATISSIUM SWEET VIBURNUM 23 24"H'T. 3 GAL 36" OC PREPARED BY: . 12 AS NEEDED Robert h ps, iLANDSCAPE 1535 Park Terrace EastPAGE NUMBER Atlantic Beach, Florida 32233 (804) 219-'8385 DESIGNER: RK PHILLIPS DESIGN ENGINEER DRAWN BY: BD ROBERT K. PHILLIPS, PE DATE: AUG 05 CHECKED BY: RK PHILLIPS FLORIDA REGISTRATION NO. DATE: AUG 05 PE 48896 r ��h 1)/ GENERAL NOTES GENERAL DACKFILL MAIIRIAL 1 . TOPOGRAPHICAL AND EXISTING CONDIIIONS INFORMATION ARE APPROXIMATE. CONTRACTOR 28. ALL PIPE TRENCHES SHALL BE BACK FILLED WITH SUITABLE MATERIAL., COMPACTED TO (SEE NOIE #5) IS TO VERIFY ELEVATION WITH H�S SURVEYOR AND MAKE ADJUSTMENTS AS NECESSARY. 95% MODIFIED PROCTOR �N 12" LIFTS. ALL TRENCH WORK SHALL BE �N COMPLIANCE WITH g 1�z gn- (SEE NOTE#1) -96, STATE OF FL.ORIDA, "TRENCH SAFETY ACT". PIPE 13EDDiNG SHALL BE PER CHAPIER 90 -ACE OF CURB UNLESS 01HERWISE NOTED. 2. ALL DIMENSIONS TO F CITY STANDARD DETAILS. 3. NEW DRIVEWAYS PROPOSED IN CITY OF ATLAN71C BEACH OF WAY MUST CONFORM z 29. THE CONTRACTOR SHALL PROVIDE NO LESS THAN 6" CLEARANCE BETWEEN ALL -12" el,R�Y tv 0 70 CITY OF A7L. BEACH PUBLIC WORKS DEPAR-TMENT TO OBTAIN A RIGHT OF WAY PERMIT '11.1,,�BACKFILL COMPACTED TO UTILITIES. MAINTAIN A MINIMUM OF 10' HORIZONTAL SEPARATION BEIWEEN WATER MAIN AND 98% (SEE NOT#3&4) PRIOR TO COMMENCEMENT OF CONS7RUCTION. SEWER MAINS. WHERE WATER AND SEWER MAINS CROSS, MAINTAIN WATER MAIN MINIMUM 4" PIPE O"EIER > 7— ;77�11� La 18" ABOVE SEWER MAIN IF POSSIBLE. THE CONTRACTOR SHALL VERIFY VER71CAL i / . ce V-04 4. ALL PAVEMENT TO BE 4" CONCRETE PAVING 3000PSL WITHIN CITY RIGHT-OF-WAY, SEPARATION. X/Z CONCRETE TO BE A MiN�MUM 6" THICK, �OOOPSI WITH FIBERMESH. -d 30. WATER LINES 4" AND LARCER SHALL BE PVC, DR18, INTEGRAL BELL AND SPIGOT 5, HANDICAP RAMPS, SPACES AND SIGNAGE TO CONFORM WITH ANSI, CITY OF ATL. BCH. (RING-TITE TYPE), AWWA C-900, NSF APPROVED ONLY. FITTING SHALL BE CAST IRON, PIPE TO BE INS7ALLEO ON AND STATE STANDARDS REGARDING HANDICAP ACCESS. 5" THICK 10 BE USED FOR UNDISTURBED SOIL OR SUIIABLE MECH. JOINT. ALL FITTINGS SHALL BE PROPERLY RESTRAINED IN ACCORDANCE WITH C11Y COMMERCIAL AND IN CITY R/W SOIL COMPACTED TE#2) 10 X SnY (NO OF AIL. BCH, PUBLIC WORKS STANDARD DETAILS. WATER MAIN LESS THAN 4 SHALL BE n CLASS "C" CONCRETE 6. CONTRACT R TO VISIT SITE AND LOCATE PROPERTY CORNERS, LINES AND VERIFY SCHEDULE 40, SOLVENT WELD, AWWA C-900, NSF-PW APPROVED ONLY. 3000 PSI EXISTENCE OF ALL UT�LITIES WHETHER SHOWN OR NOT PRIOR TO COMMENCEMENT OF SITE 1:1 BATTER Z CONSTRUCTION. 31 . ALL FITTINGS SHALL BE QUALIFY TESTED FOR DEFECTS AND HOLIDAYS BY A 2, 7� ALL DISTURBED EARTi'i AREAS SHALL BE SEEDED/MULCHED OR LANDSCAPED. REFER TO DESIGNATED CITY OF ATL, BCH. PUBLIC WORKS PERSONNEL. CONTRACTOR SHALL CONTACT TYPICAL TRENCH -j 4 247-5834 PRIOR TO INSTAILLATION. USE CONCRETE LINED FITTINGS IN WATER MAIN TYP. SIDEWALK DETAIL 0 LANDSCAPE PLAN FOR SPECIFIC PLANTING INFORMATION. m CONSTRUCTION AND POLY LINED FITIING FOR SEWER LINE CONSTUCIION. NOTES 1. TRENCH SIDES SHALL BE APPROXIMATELY VERTICAL UEIWEEN AN EUVATION OF I FOOT AaOVE THE TOP Or THE PIPE AND THE 8. EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROX�MATE ONLY AND ARE BASED CENTER LINE OF IHE PIPE; OTHERWISE,'TRENCH SIDES $HALL BE AS VEFIICAL AS POSSIBLE OR AS REQUIRED By Q5HA 32. GATE AND TAPPING VALVES SHALL BE RESILIENT SEAT TYPE. ALL GATE VALVES FOR STANDARDS, REFER TO THE MEASUREMENT AND PAYMENT SECTION (SECTION #801, PARAGMIH #A)) TO QEI�RMINE mAxIMUM ON INFORMATION PROVIDE BY 1HE OWNING U-11LITY, IT SHALL BE THE CONTRACTOR'S CITY OF ATL. BCH, PUBLIC WORKS SHALL BE "OPEN LEFT" TYPE. PAYLINE WIDTHS. RESPONSIBILITY TO LOCATE AND VERIFY, IN THE FIELD, THE HORIZONTAL AND VERTICAL 2, BELL HOLE SHALL BE DUG 1`0 PERMIT THE ENIIRE STRAIGI-q BARREL OF THE PIPE TO REST ON THE UNDISTURBED TRENCH BOTTOM,BOULDERS OR LOOSE ROCKS LARGER THAN 3/4 INCH IN SIZE WILL NOT BE PERMITItO IN BACKFILL UP TO LOCATIONS AND ELEVAFIONS OF ALL EXISTING UTILITIES, WHETHER SHOWN OR NOT. 4" CONCRETE I FOOT ABOVE 7HE TOP OF THE PIPE- LLJ 33. ALL WATER SERVICES SHALL TERMINATE WITH A NEW CURB COCKS IN THE METIER BOX. MIN. N00PSI 3. BACK FILL MATERIAL UP TO A LEVEL OF I 170CT OVER THE PIPE SkkLL CONSIST OF AASHTO CLASS A-a SOIL (SUFABLE SOIL) CONTRACTOR IS TO EXERCISE CAUTION WHILE WORKING NEAR ANY EXISTING UTILITIES. THE AND $11ALL EXCLUDE CLAY MATERIAL$AND LOOSE ROCKS LAR(3ER THAN 3/4 IN(�H SI�L- CONTRACTOR SHALL REPAIR OR PAY FOR ALL DAMAGES MADE 'TO EXISJING STRUCTURES CURB COCKS SHALL BE FORD BALL VALVE B-11 SERIES OR McDONNELL HALL VALVE 4. BACKFILL MATERIAL UP TO A LEVEL 1 FOOT OVER THE TOP OF PIPE OR BOTTOM OF SIRUC71)RES SHALL BE PLACED IN AND UTILITIES. #6101 . WATER METERS MAY BE SET BY CIJY OF ATL BCH PUBLIC WORKS AT 6 INCH COMPACIED,THICKNESS LAYERS AND SHALL BE CCMPACfED TO 98 CONTRACTOR'S EXPENSE. CONTRACTOR TO PERFORM NECESSARY UTILITY CONSTRUCTION IN BY TliE LABORArOPY MODIFIED PROCTOR TF.$T, ASTM DISS7. 5� SEE , EXCAVATION AND LARIHWORK' SECTION 408 FOR ADDITIONAI. REQUIREME14TS INCLUDING RLMOVAL AND REPLACEMLNT )EWATERING,'COMPACTION REQUOLIALNIS AND 0ENSOY TU71NC Or COMPACIED SOILS, 9. NO SUB-GRADE INVESTIGATION HAS BEEN PERFORMED. PAVEMENT SUB-GRADE SHALL RIGHT OF WAY INCLUDING SETTING NEW MEIER BOXES WHERE APPLICABLE. TERMINATE or UNSUITABLE SOILS, L >- HAVE ALL UNSUITABLE MATERIAL REMOVED TO A DEPTH OF 3,0 FEEF BELOW SUB-GRADE SERVICES WITH CURB STOPS, METERS TO BE INSTALLED BY CITY OF ATL BCH PUBLIC H I ULLILILL-LE-LLILLL m AND 2.5 FEET BEYOND BACK OF CURF3. BACK FILL WITH SUITABLE MATERIALS. ALL WORKS WATER AND SEWER FORCES UPON APPLICATION AND PAYMENT BY LICENSED MASTER OPEN- CUT TRENCH FOR PIPE T THE UNSUITABLE MATERIAL ENCOUNTERED SHALL BE LEGALLY DISPOSED OF OFF SITE A PLUMBER OR UTILITY CONTRACTOR �� RM 101 , CITY HALL. 1/04 PI.AIE W-42 0 CONTRACTOR'S EXPENSE OR DEPOSITED IN PROPOSED LANDSCAPE/BERM AREAS AS IS 34 REDUCED PRESSURE (RP) BACKFILOW PREVENTERS SHALL BE DESIGNED AND INSTALLED Z ILLU-1 L I I E�� FEASIBLE. IN ACCORDANCE WITH AWWA MI-14, BACKFLOW PREVENTION AND CROSS CONNECTION 10. ALL CONCRETE CURB AND GUTTER, AND SIDEWALKS SHALL BE 350OPSI CONCRETE CONTROL AND THE CITY OF A-TL BCH CROSS-CONNECTION CONTROL POLICY MANUAL. THE WITH A MAXIMUM SLUMP OF 5-1" DEVICE SHALL CONTAIN TWO INDEPENDENTLY ACTING CHECK VALVES AND AN 12" CO M PACTED SU B-BASE 2 AUTOMATICALLY OPERAIING PRESSURE DIFFERENTIAL RELIEF VALVE AND SHALL BE SUITABLE 987. MAX. DENSITY (LBR 30) AASHTO T-180 CCPOL�MER MEIER 11 . ALL PIPE LENGI`HS ARE SCALED DIMENSIONS. ALL DRAINAGE STRUC7URES SHALL BE FOR INSTALLATION IN AREAS SUBJECTLD TO BACKPRESSURE. THE UNIT SHALL CONTAIN E30X & COVfR (NOTE 1) CONS-TRUCTED TO CONFORM WITH CITY OF ATL. BCH, STDS. �ND DETAILS AND SHALL BE SHUT OFF VALVES FITTED WITH TEST COCKS. APPROVED MODELS FOR SIZES 3" THROUGH SET AT �INAL GRADE CON57RUCTED TO CONFORM V�ITH CURBING AND PROPERTY LINES. 10" INCLUDE WATTS 909 OR FEBCO B25� 4 TYP. CONCRE'TE S-E CT 10 N CONNECTION 12. ALL LNDERGROUND UTILITIES MUST BE INSTALLED PRIOR TO PREPARATION OF 35, SHOP DRAWING FOR ALL BACKFILOW PREVENTERS SHALL BE SUBMITTED TO CITY OF CORPORATION STOP REQUIRED ON TO CUSFQMLR'S ATL BCH PUBLIC WORKS WATER AND SEWER BUSINESS UNIT FOR APPROVAL PRIOR TO ALI- SERVICES RLGARIDLES$ OF SIZE� WATER MAIN AND SUB-GRADE FOR PAVEMENT. (CONNECTED DIRECTLY INTO SADDLE) BAGKFLOW PREVENILR INSTALLATION. CON-TACT ATIL BCH PUBLIC WORKS DEPT. 6" - #57 STONE (N01t 4) (IF APPLICAOLE) SET CURB �71` A�5 13, SOIL INVESTIGATION FOR PAVEMENT/BUILDING FOUNDATION TO BE ORDERED 13Y QLQ�,F TO WALL GENERAL CONTRACTOR IF REQUIRED. CIVIL' FIRM IS NOT RESPONSIBLE FOR GEOIF-CHNICAL 36. GRAVITY SEWER SHALL HE PVC, ASTM 3034, SDR 35, INTEGRAL BELL AND SPIGOT, AS F'QSSIBLE (2Y2,,mm) 6" PERFORAIED CELLULAR Pvc WATER BELLS POINTING UPSTREAM THROUGHOUT. SEWER LINES ARE DESIGNED FOR 36" MINIMUM CONFINEMENT SYSTEM (TYP) ACCLPIABLE CON DI'T IONS/R ECOMM EN DAI IONS. I � 8" RANGE FOR SERVICE LINE (NOTE 3) COVER TO FINISH GRADE AND SHALL BE PROTECTED UNTIL CONSTRUCTION IS COMPLETED, TAPS 0'-45' SET METER UPON COMPLETION OF WORK, THE CONTRACTOR SHALL SCHEDULE A FINAL INSPECTION ON UNDiSTURDFO 14. THE CONTRACTOR MUST OBTAIN ALL PERVIIS PRIOR "TO COMMENCEMENT OF OR COMPACTED SOIL CONSTRUCTION ALL PERMITS MUST HE KEPT ON CONSTRUCTION SITE AT ALL TIMES AS WITH -THE CITY OF ATIL BCH PUBLIC WORKS PROJECT ENGINEER/INSPECTOR. DISTRIBUTION MAIN REQUIRED. SERVICE 5�ADDLE (*/S.S, BANDS ,37. 7HE CONTRACTOR SHALL WARRANTY ALL WORK IN RIGHT OF WAY TO THE CITY OF ATIL L LLLLLLL111i- EPDXY iRON CODY, SEE NOTE 2) z m 15. CONTRACTOR SHALL VERIFY EXISTING �tk�EMENT AND BUILDING LOCA71ONS AND BCH AND ALL SITE WORK TO OWNER FOR ONE (1 ) YEAR FOR DATE OF FINAL ACCEPTANCE. 01 ELEVATIONS PRIOR TO CONSTRUCTION. LluiLL 38. ALL WATER AND SEWER UTILITY CONSTRUCTION IN CITY RiGHT-OF-WAY MUST BE -S SHALL BE PLACED IN LOOSE PERFORMED BY LICENSED UNEERGROUND UTILITY CONTRACTOR- 16. STRUCTURAL FILL REQUIRED FOR ROADWAY EMBANKMENI I I -F L I 1 11 L-L-LL 1, METER TO fit IN THE STREET RICIF-OF-WAY, SEVEN FEET OUTSIDE Of THE PROPER`TY LINE ANO VO(JR �UET LIFTS NOT EXCEEDING 12 INCHES IN THICKNESS AND SHALL BE COMPACTED TO DENSITIES INSIDE Of THE PROI3N(�ATION OF ONE QF [HE SIDE PROPERlY LINES. IF POSSIBLF- 1HE WXf�R METER BOX SHALL EIE EQUIVALENT 70 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DEN-,IIY (ASTM D1557), ±2 LuCAIrD IN NON-TRAI-FIC AREAS (NOT IN DRIVLWAYS). SET %�P OF 8OX A7 I-IMSHED GRALL GEOTEXTILE FABRICj NATURAL SUB-BASE 2. SINGLE BAND SADDLES MAYBE UTILIZED ON NEW 1"WATER SERVICES WHICH ARE NSjA-LED ON A DRY 10" SIZE OR 7. OF THE MOISTURE CONTENT, STRUCTURAL FILL IS DEFINED AS NON-PLASIIC, INORGANIC MIRAFI 140 OR EQUAL NOT COMPACTED, PROOF SMALLER WATER MAIN(NEW WATER MAN CONSTRUCTION). FOR WET TAPS OR WATER MAIN$ 12- SIZE AND LARCER, ROLLED ONLY A I)OUBLE BAND SADDLE 15 REQUIRED. (CONTAINING LESS THAN 10% VATERIAL PASSING IHE NO. 200 MESH SLEEVE). 1 J, NO OPEN CUT UNDER ROAI)WAY PAVING ALLOWED ONLL5S IHE ROADWAY IS BEING RECONSTRUC7EO OR IF DIRECIED NOTES: OTHERMSE BY CITY OF AFL, BEACH CONSIHIJC7 POLY LINE WITH 24-�MIN) CO�`ER�JNDCR RQA�3WAYS- 17, ROADWAY BASE COURSE MATERIALS SHALL BE LIME ROCK AND SHALL CONFORM TO 1. TUCK GEOTEXTILE FABRIC IN 2' AT ENDS 4, INSIALL PVC PLUG IN ALL CURB STOPS IF WAI�R SERVICE IS 'NOT IN USE' (Ei IF NO METER �S INSTALLED) THE FLORIDA D.O.T. STANDARD SPECIFICATIONS LATEST EDITiCN, FOR BASE MATERIALS, 2. REMOVE STICKS, ROOFS, SHARP STONES AN D 5. No 2"AND SMALLER WATER SERVICE TAPS PERMITTED ON WXILP MAIN$ NHIK�H ARE 20*AND L�RGER $12E. REDUCED PRESSURE BACKFLOW PREVEN110N OTHER SHARP OBJECTS PRIOR TO LAYING FABRIC �NCLUD�NG CONSTRUCTION METHODS. ASSEMBLY. WATTS 909, FELICO 825Y OF? APPROVED EQUAL. 3. PLACE AND STAKE 6" TERRACELL POLYETHYLENE CONFINEMENT SYSTEM OVER SUB-BASE PRIOR 10 18. CONTRACTOR IF REQUESTED SHALL PROVIDE CERI�FIED TEST RESULTS OF THE DEGREES CALV. STEEL UNION GALV. STEEL UNION PLACING STONE. WMER SERVICE DETAIL OF COMPACTION OF THE SUB-GRADE AND THE BASE FROM AN INDEPENDENT QUALIFIED TES71NG LABORATORY. GALV. STEEL 90' BEND GRAVEL PARKING SECTION 1/04 2 AND SMALLER VETER PLATE W-2 J 19. DURNG CONSTRUCTION, CONTRACTOR TO PLACE HAY BALES AND SILT CURTAINS AT ALL DOWNSTREAM DISCHARGE POINTS UNTIL. CONSTRUCTION IS COMPLEJE AND SEED/SOD GALV. SIEEL 90' BEND HAS STABILIZED THE SOIL 70 AVOID SILTATION AND TURBIDITY IN ACCORDANCE WITH INSULATE ALL AL30VE GROUND WATER PIPING FLORIDA S`TREAM STANDARDS. WITH 3/4" THICK ARMOFLEX INSULATiON. ALL WITH A WI JOiNTS GLUED -IITE EXTERIOR COATING PROJECT LOCATION 4" 20. CONTRAC70R TO NOTIFY CIT`� OF AIL. BCH. PUBLIC WORKS PRIOR TO SITE ,%, . >� I q z < "; CONSTFUCT�ON TO ARRANGE FOR LOCAT�CN OF ANY ON-SITE TRANSFORMER SERVICE/ PAD GALV. STEEL RISER-,_ .......... N . FACILITIES AND MUST NOTIFY ENGINEER IF REVISION IS REQL�RED OF PLANS FOR q DEPICTiON- j! r 0 1 -800-4,32-4770, 43 HOURS 21 , CONIRACTOR MUST CONTRACT SUNSHINE ONE CALL, IONS OF ANY KNOW UNDERGROUND FACILITIES PRIOR 70 D�'GG!NG FOR ACFIJAL FIELD LOCAT -I'E L�M�7S OF THE FROJECT. WiTH�N 7� ..........�.:........ 'APAC17Y FEES (WPC) SHALL BE PAID AT 7IVE OF BUILDING 22, 'WATER AND/CR SEWER C 2� -S OR LOADING ............ ... PERV,17 AFI'LiCATION BASED ON TOTAL NUMBER OF SEWER F�XTURE UN�7 RA7 ES PER CHAPTER 64-F, FAC FOR ONSITE SEWAGE TREATMENT AND/OR DISPOSAL 1cD ............ SYSTLM. COVI`�,IERCIAL PROJECTS SHALL REQUIRE AN APPROVED SET OF CIVIL DESIGN 'OCESS BUILDING PERMIT. PLANS TO PR ..4 23. ALL CONSTRUCTION WITHIN RIGHT-OF-WAY(S) SHALL MEET CITY OF ATL. BCH. FOR FROM MEIER ........ ............ ....... ... FLORIDA D-0,T. STAN'DARD SPECIF�CATIONS AND DETAILS AS APPLICABLE, .................... ............ ER AI`,,,D/OR SEWER TO BE CONSTRUCTED IN CITY OF A7L. BCH. RIGHT OF WAY SCHAO PVC PiPE 24, ALL WAT OR EASEMENTS MUST BE IN CONFORMANCE WITH CITY WATIER AND SEWER STANDARD DATE., DETAlS, SPEC!F ICA7 ONIS AND APPROVED MAJERIALS MANUAL M nr. d"............1, GALV, SIEEL OR PVC .......... �7.77 AUGUST 2005 ................... A... 2�.. ............. -517E PRIVATE WATER AND SENER CONSTRUCTION (NOT REVIEW BY 25� ALL ON sc 80 '20' BEND 'SCH.40 PVC PIPE HRS/RI1SD//DEP) REQUIRES A PLUM&NG PERMIT WITH SCHEDULED INSPECTION PRIOR TO NSTALLATION. CONTACT CITY OF ATL. E3CH BUILDING OFFICIAL 9 247-5813. 1: SCALE: BACKFLOW PREVENTOR 26. CONTRAC-TOR S RESPONSIBLE FOR EXAMiNATION OF FINAL ARCHITECTURAL PLANS AND NO SCALE N.T.S- CNiL DRAWiNGS TO CONFIRM THE DF ALL WATER AND -PTH, LOCATION AND SIZE OF SANITARY SEv�'ER SERVICE CONNECTIONS MATCH PRECISELY BETWEEN ARCHITEC-TURAL AND PROJECT No. CIVIL DRAWINGS. j ............... 1100-05 27. SITE CONTRACTOR IS) RESPONSIBLE FOR COORDINA71ON WITH GENERAL CONTRACTOR DUIIS, PIPES, CABLES, ......... REGARDING SCHEDULING FO CONSIRUCTION OC ALL SLEEVES, CON .......... .......... J I i oT SHOWN ............... NUMBER SHEETS LIGH7�NG, �RR�GATION, AND/OR ANY OTHER UNDERGROUND UTILITIES SHOWN OR IN ............. .......... ON THESE DRAWING S WHICH MAY BE REQUIRED PRIOR TO CONSTRUCTION OF PAV D AREAS. RPM_ i�yl,-�� PREPARED BY- VICINITY MAP Robert IL Ph 12 1535 Park Terrace Eqst Psi) JL A.:j PAGE NUMBER Atlantic Beach, Florida 32233 (904) 219-8385 DESIGNER: RK PHILLIPS DESIGN ENGINEER DRAWN BY: IRD ROBERT K. PHILLIPS, PE DATE; AUG 05 CHECKED BY- RK PHILLIPS FLORIDA REGISIRATION NO. DATE: AUG 05 PE 48896 - l 12 STD ROOF PANEL -° STD ROOF PANEL 3" F.G. INSULATIONSTD ROOF PANEL 1 3" F.G. INSULATION 12 STD ROOF �PANEL INSULATION ROOF PURUN ROOF PURLIN 3" F.G. INSULATION STD END CAP 1 RCOF PURUN ROOF PURUN Z O GUTTER & DOWN SPOUTS \ R-19 F.G. INSULATION y FIRE CAULK ` Lv 3" FG MSC25 STL- FURRING 9 INSULATION 16" O.C. RIGID FRAME BEYOND \ SETAILGA4' EE D • RIGID FRAME BEYOND R-11 FG INSULATION � , SIDEWALL GIRT —. SIDEWALL GIRT - �— 6" METAL SPUDS --� 12' DR. HT._ I _ 24GA @ 24" OC m � I � 18, 0„ Fu- H 18'-0" Gl STANDARD SIDE WALL --�` �- RIGID FRAME BEYOND STANDARD SIDE WALL 1-HR RATED PARTITION ROLL-UP DOOR UL DESIGN U419 5/8 FIRECODE SHEE'IROCK EACH SIDE Z N3 FG SULATION �� INSULATION �~ l6" CONC. SL.-'\2 W,/ 3" TRACK < 6"X6"X10x10 W.M. __. VINYL BASE FINISH FL. SLAB FINISH FL. SLAB FLASHING ,_ � � 6" CONC. SLAB W/ FLASHING 6" CONC, SLAB W/ FINISH FL. SLAB 4 6"'x6"xiUx10 W.M. Z_ p 6„x6"x1Ox10 W.M. v ^6"X6"XIOX10 W.M./ pl 41 a v a dp � CCTI0IV D A,_ GRADE -f 4 1 I �� _ GRADE d' v 20" l _ �--VAPOR BARRIER l _ �`•-VAPOR BARRIER NT'S A`� v !�` COMPACT FILL v ! ' ---COMPACT FILL GRADE d f I nj _ 20" _ VAPOR BARRIER I -.—COMPACT FILL FOOTING F1 FOOTING F1 4 III-- . I f�11 ■ FOOTING F1 �r SECTION rA_' SECTION B SECTION C NTS � A4 ) NTS A4) NTS A O mi 11010 3x3x3/16 ©/W ROOF InIn PURLINS • 06 PURqF LIN �► FIRE VA nCAULK 1-HR RATED PARTITION 2"x4" WOOD STUDS 0I UL DESIGN 0419 016" OC 5/8" FIRECODE 1-HR RATED PARTITION 1 X4 TRIM- 7/16 OSB UL DESIGN U419 SHEETROCK EACH SIDE — MSC25 L. OC PLYWOOD SHTG. 5/8" FIRE-CODE SHEETROCK EACH SIDE _- RIGID FRAME - 5/8 FIRECODE SHEETROCK VN 177 7/16 OSB PLYWOOD SHTG, 2-2X4 PLATE 2"x4" WOOD STUDS -� C 916" OC \ 1/2" SHEETROCK D (�.,.T/\ I L (2 .6" MTL STUDS 24" OCDATE: NTS A4 AUGUST 2005 2X4 WOOD STUDS 2X4 WOOD STUDS 416" OC 416" OC 1/2" DRYWALL SCALE: DETA L _ VINYL BASE "�n . 10 NTS A4 PROJECT No. o n •a a Q e v q.. d' Q SECTION I NUMBER SHEETSE C T I 0 N ('E__� PREPARED BY: �11aps, .�NTS A4 obe . P�. PE 1535 Park Terrace East PAGE NUMBER Atlantic Beach, Florida 32233 (904) 219-8385 DESIGNER: RK PHILLIPS DESIGN ENGINEER DRAWN BY: BD ROBERT K. PHILLIPS, PE DATE: AUG 05 _ e CHECKED BY: RK PHILLIPS FLORIDA REGISTRATION NO. DATE: UG 05 PE 48896 , i 4'x4' VENT FAN STANDARD WALL PANELS CONT. GUTTER & DOWNSPOUTS STANDARD WALL PANELS STANDARD ROOF PANELS -- /'�"� V) Z O N l w LJ Z m 0 I c�� I U -14'x14" OH DR 14'x14" OH DR W I � O I � 4 O CJ cn ROLL—UP STEEL DOOR �` �- STEEL DOOR TRACK (TYP) � W BLDG. No 1 FRONT ELEVATION BLDG. No 1 LEFT SIDE ELEVATION � © ' SCALE: SCALE: 1 /8"=V-0" CL y M 4'x4' VENT FAN STANDARD WALL PANELS M N 2 STANDARD ROUE PANELS STANDARD WALL PANELS PANEL LIGHTING P, ■ fT . . ... . . . . . . . . . . ...... . . . . . . im 1 RBLDG. Not RIGHT SIDE ELEVATION BLDG. No EAR SIDE ELEVATION _ ,. _ r SCALE: 1 /8"-1 '-0" SCALE: 1/8"=1 '-0'1 >0 ° HWH WASH 0 DRY 10- D BUILDING CODE SUMMARY BUILDING ADDRESS: 13th STREET WEST— LOTS 6&7 �� j�� 1 ATLANTIC BEACH, f=L 32233 � FLORIDA BUILDING CODE 2001 1. CODE ENFORCEMENT ATLANTIC BEACH, FL. BUILDING DATA: NEW CONSTRUCTION -- SI"1ELL ONLY ASSEMBLY BUSINESS EDUCATIONAL OCCUPANCY MERCANTILE RESIDENTIAL FACTORY — INDUSTRIAL �q INSTITUTIONAL UNREST) INSTITUTIONAL REST, X STORAGE — GARAGE HAZARDOUS MIXED OCCUPANCY YES I NO TYPE I TYPE IV P TYPE V UP CONSTRUCTION TYPE II _ TYPE IV UP TYPE VI P TYPE -TYPE II! TYPE V P TYPE VI UP MIXED CONSIUCTION YES L I NO TYPE SPRINKLED YES NO FIRE DISTRICT YES NNO BLDG HEIGHT 18' — 0" MEAN ROOF HT. MEZZANINE YES IXINO GROSS BLDG. FIRST FLOOR: 4000SF AREA FIRST FLOOR THIRD FLOOR TOTAL: 4000SF NUMBER OF UNITS 1 -- PROJECTED LEASE SPACES _ MEANS OF EGRESS DOORS TO EXTERIOR TRAVEL DISTANCE TO EXIT — MAX CONDITION 49 FT NUMBER OF MAX SO. FT. FLOOR 4000 SF DATE. EXITS MAX OCCUP. LOAD 2 MINIMUM NUMBER 0 EXITS 1 — 2 PROVIDED AMUS°T 2005 PARTY WALLS NR INTERIOR BEARING WALLS NR SCALE: FIRE INTERIOR NONBEARING WALLS NR RESISTANCE COLUMFLOOR NS NR CEILIN BEAMS & TRUSSES NR �� N®��® ROOF CEILING NR EXTERIOR BEARING WALLS NR PROJECT No. NUMBER SHEETS PREPARED BY: 12 Robert K. Phillips, PE PAGE NUMBER 1535 Park Terrace East Atlantic Beach, Florida 32233 (904) 219--8386 BUILDING N o. 1 LIFE—SAFETY PLAN DESIGNER: RK PHILLIPS DESIGN ENGINEER SCALE: 1 /8 =1 ' 0" DATE..N BY: ADUG 05 ROBERT K. PHILLIPS, PE CHECKED BY: RK PHILLIPS FLORIDA REGISTRATION NO. DATE: AUG 05 PE 48896 z uiDUT-TU-DUT OF STEEL a w z m DOOR SCHEDULE o MATERIAL DETAILS REMARKS '- U MARK TYPE SIZE FRAME DOOR 1 A 14'x14' ROLL UP DR. MTL M71- x 2 B 3'-0"x7'--0"x1 3/4" AL ALIGL PROVIDE PANIC HARDWARE a. 3 B3�-0 x7 -0 x1 3 4 AL ALLGL PROVIDE PANIC HARDWARE o a 4 A 1471-4' ROLL UP DR, M MTL m D ° OHWH Df2Y ➢ }. a - � O 11 i�. — 0 1 0 � NOTE: TOILET WALLS HAVE 7/16" OSB. a 7'-S" m 14'-100 z ALL HARDWARE SHALL BE INSTALLED IN ACCORDANCE WITH 13 STATE OF FLORIDA ACCESSIBILITY CODE FOR BUILDING. A4 a C3 I I d Q , �J Un ■ mj ELEC. PANEL---,, TYP. a 01 a C� (a) <u, � a BUILDING No. 1 LAYOUT SCALE: 1/8"=l '-O" DATE: AUGUST 2005 SCALE.- AS CALE:AS rVOTED PROJECT No. 1100-015 NUMBER SHEETS PREPARED BY: 12 Robert IL PidHip s' PE PAGE NUMBER 1535 Park Terrace East Atlantic Beach, Florida 32233 (904) 219-8385 DESIGNER: RK PHILLIPS DESIGN ENGINEER DRAWN BY: BD ROBERT K. PHILLIPS, PE DATE: AUG 05 _CHECKED BY: RK PHILLIPS FLORIDA REGISTRATION N0, DATE: AUG 05 PE 4BB96 HWH pRY PI._UMBING FIXTI_)RES FIXTURE MFG CAT. NO. REMARKS WATER CLOSET HC --- ELJER 091 -0220 SEAT 124--2100 2» iT — LAVATORY ELDER 051 -01 '24 BRASS:358-1000 z o ELECTRIC WATER COOLER HC I HAWS HACF/HACBS STANDARD U�R �" > w PLUMBING ACCESSORIES u"(� 0 ITEM MFG CAI N.0 Li HC GRAB EAR BOBRICK 35637X36/135637X42 ' TOIL PAPER HOLDER BOBRICK 8685 Upd U 1 SNgW�R Wp,SNFR w U p I " WL. 3/4" J 1c- WG r'1- �� I p LO 2f f J Pj co qL 4 � o � pFP i IBUILDING No. 1 PLUMBING LAYOUT 1! - -1 I=;-I I T u CLEAN OUT TO BE INSTALLED AT PROPERTY LINE AND MUST BE COVERED WITH RT--1 CONCRETE BOX KI WITH METAL LID, SET TO GRADE AND VISIBLE. CLEAN OUT 4" TO SANITARY SERVICE NOTE: PLUMBING FIXTURES AND ACCESSORIES SHALL BE FURNISHED AND INSTALLED IN COMPLIANCE WITH HP-2 FLORIDA ACCESSIBILITY CODE FOR BUILDINGS. BUILDING No. 1 PLUMBING LAYOUT SCALE. 1/8"=I '—O" t� " GFI (TYP)\ �� GFI (TYP) � f OHWH W � LLH DRY i� 03. ED] �--4 1� I BOO MMMMMMMir 200A 1NOOA 100A 120 208V fogn MAIN UMD � 100A 0 x 0 (2) 4" PVC 4 -- 250 MCM AL 200A METER MAIN B U l L.D I N G No . 1 120/208 30 METER BANK DETAIL DATED 3 SOCKET METER AUGUST 2005 HOUSE PNL & T/C SCALE= FT AS NOTED TELEPHONE PROJECT No. " ENCL. 1100-05 NOTE: PLUMBING FIXTURES AND ACCESSORIES SHALL NUMBER SHEETS \� HP--1 BE FURNISHED AND INSTALLED IN COMPLIANCE WITH FLORIDA ACCESSIBILITY CODE FOR BUILDINGS. PREPARED BY: 12 LIGHT HOUSE PANEL - 1 OPHA�E Robert I�. Phillips, �.'E SURFACE MOUNTED PAGE NUMBER 1535 Park Terrace East BUILDING No. 1 ELECTRICAL LAYOUT ] LIGHT W/ EXHAUST CIR ITEM BRK QRK ITEM CIR Atlantic Beach, Florida 32233 11 — 1 WALL PACK 30 30 WALL PACK 2 (904) 219-8385 SCALE: 1/B„=1 -0” EXIST LIGHT 3 IRR GATION 20 20 WP f� GEPTACL GFI �} DESIGNER: RK PHILLIPS DESIGN ENGINEER i EMERGENCY LIGHTING SPARE ISA E 6 DRAWN BY: aD ROBERT K. PHILLIPS, PE 175W MH WALL 1 8 DATE: AUG a5 PACK (TYP.) 9 10 CHECKED BY: RK PHILLIPS FLORIDA REGISTRATION NO. 11 12 DATE: AUG 05 PE 48696 I 4'x4' VENT FAN STANDARD WALL PANELS STANDARD ROOF PANELS STANDARD WALL PANELS CONT. GUTTER & DOWNSPOUTS PANEL LIGHTING t!) Z O 7 W C) - w z m p0 14-'x14" OH DR w O CL O m V) STEEL DOUR TRACK (TYP) U-) BLDG. No.2 LEFT SIDE ELEVATION W BLDG. No 1 FRONT ELEVATION o SCALE: 1 /8"-1 '-0" SCALE: 1 a � m 4'x4' VENT FAN STANDARD WALL PANELS STANDARD ROOF PANELS STANDARD WALL PANELS CONT. GUTTER & DOWNSPOUTS N O PANEL LIGHTING Z - --- ----- ■ 111111f fill 1111111. 1.-1 mj ■ BLDG. Not REAR SIDE ELEVATION BLDG. No.2 RIGHT SIDE ELEVATIO SCALE: 1 /8"=I '—O" SCALE: 1 /8" 1 ' -0" >m ■ _ BUILDING CODE SUMMARY BUILDING ADDRESS: 13Th STREET WEST-- LOT 5 ATLANTIC BEACH, FL 32233 _ FLORIDA BUILDING LOGE 2001 CODE ENFORCEMENT : ATLANTIC BEACH FL. BUILDING DATA: NEW CONSTRUCTION — SHELL ONLY ASSEMBLY X BUSINESS EDUCATIONAL OCCUPANCY MERCANTILE RESIDENTIAL FACTORY — INDUSTRIAL INSTITUTIONAL UNREST INSTITUTIONAL REST STORAGE — GARAGE HAZARDOUS MIXED OCCUPANCY , YES NO ■J TYPE I TYPE IV P TYPE V UP CONSTRUCTION TYPE ll TYPE IV UP TYPE VI P TYPE TYPE III TYPE V P TYPE VI UP MIXED CONSTUCTION YES NO TYPE SPRINKU IYES FNO FIRE DISTRICT YES >jN0 BLDG HEIGHT 18' -- 0" MEAN ROOF HT, MEZZANINE YES XNO GROSS BLDG. FIRST FLOOR: 1860SF� AREA FIRST FLOOR THIRD FLOOR TOTAL: 1860SF _ - NUMBER OF UNITS 1 -- PROJECTED LEASE SPACES MEANS OF EGRESS DOORS TO EXTEPIOR TRAVEL DISTANCE TO EXIT — MAX CONDITION 54 FT NUMBER OF MAX SQ. FT. FLOOR 1860 SF DATE: MAX OCCUP. LOAD 2 EXITS MINIMUM NUMBER OF EXITS 1 — 1 PROVIDED AUGUST 2005 PARTY WALLS NR INTERIOR BEARING WALLSNR FIRE INTERIOR NONBEARING 'WALLS _ NR SCALE: RESISTANCE COLUMFLOOR NS NR CEILING BEAMS & TRUSSES) NR AS NOTED ROOF CELING NR EXTERIOR BEARING WALLS NR PROJECT Na. HWIi 1100-05 1 NUMBER SHEETS C� C� n PREPARED BY: 12 Robert K. Phillips, PE PAGE wu��ER 1535 Park Terrace East Atlantic Beach, Florida 32233 (soy) zia-•saes BUILDING ' N o.2 LIFE—SAFETY PLAN DESIGNER: RK PHILLIPS DESIGN ENGINEER SCALE: 1/8"=1 '-0" DATE: DRAWN BY. AUG 05 ROBERT K. PHILLIPS, PE CHECKED BY: RK PHILLIPS FLORIDA REGISTRATION NO. 10 Y . DATE: AUG 05 PE 48896 r 1 � Sf ...... ... . ... . i V) z 0 V) w oc o w z m g DOOR SCHEDULE 0 MATERIAL DETAILS REMARKS MARK TYPE SIZE FRAME DOOR o 1� A 11-'x14' ROLL_ UP DR. Iv1TIL MTL � a 2 B 3'-0"x7'-O"x1 3Z4" AL AL GL PROVIDE PANIC HARDWARE J 0 V DC7 a w I-- F- U) q 00 20'_9' ti vi 4 Ili �i Z ALL HARDWARE SHALL BE INSTALLED IN ACCORDANCE WITH STATE OF FLORIDA ACCESSIBILITY CODE FOR BUILDING. C I Lj ELEC. PANEL TYP. Lj U I B NOTE: TOILET WALLS HAVE 7/16" OSB. z ■ iIIiiiiIIIImI OVV a� I'Ih�II I >0 0i FIL-- T-4 ' I U g2 BUILDING No.2 LAYOUT SCALE: 1 8"=1 '-0" U) 0 .rJ DATE; 0 AUGUST 2005 SCALE: AS NOTED PROJECT No. 1100-05 NUMBER SHEETS PREPARED BY: 12 Robert Kr EhiHips, EE PAGE NUMBER 1535 Park Terrace East Atlantic Beach, Florida 32233 (904) 219-8385 DESIGNER: RK PHILLIPS DESIGN ENGINEER DRAWN BY: BD ROBERT K. PHILLIPS, PE DATE: AUG 05 _ CHECKED BY: RK PHILLIPS FLORIDA REGISTRATION NO. DATE: AUG 05 PE 48896 1(&5r h �� l PLUMBING FIXTURES FIXTURE _ MFG CAT. NO. REMARKS WATER CLOSET HC ELJER 091 -0220 SEAT 124-2100 LAVATORY ELJER 051 -01 24 3RASS:358-1000 V) x ELECTRIC WATER COOLER HC HAWS HALF/HAC8S STANDARD OFA w PLUMBING ACCESSORIES ITEM MFG w HC GRAB BAR BOBRICK B5637X36/B�637X42 z CIO TOIL PAPER HOLDER E30BRICK E3685 �,�^" o l w Lj 0 NIC 2" 3/'fin 1__ 3• fn CQ O 41 I- C�,�-c CPv��p/g \ 30 Q _ HWH B� u7 ui M N TO SANITARY T COQ SERVICE . " CLEAN OUT 2" BUILDING No.2 PLUMBING LAYOUT TO BE INSTALLED L j- 1z6 r 4„ 3„ CLEAN OUT NUTS: PLUMBING FIXTURES AND ACCESSORIES SHALL CLEAN OUT TO BE INSTALLED BE FURNISHED AND INSTALLED IN COMPLIANCE WITH AT PROPERTY LINE AND MUST BE FLORIDA ACCESSIBILITY CODE FOR BUILDINGS. COVERED WITH RT-1 CONCRETE BOX WITH METAL LID, SET TO GRADE AND VISIBLE � BUILDING ' No.2 PLUMBING LAYOUT SCALE: 1 /8"=V-0" z mj ® v' 7'1 SOCKET METER 200A METER MAIN \, 120/208 30 200A 1a �■ HOUSE PNL T/C '�. 120 206V w MAIN LU r4wo UMD Li © 10CA Li 0 �A N _ ( 1 ) 4" PVC 4 - 250 MCM AL BUILDING Nc) . 2 MWH METER BANK DETAIL DATE: AUGUST 2005 N J� co SS S � SCALE; AS NOTED N PROJECT No. HP-1 HUMBER SHEETS _ PREPARED BY. 12 HOUSE PANEL 100AMP Robert IL Phifllps, PE 1535 LIGHT SURFACE MOUNTED 1 PHASE BUILDING No.2 ELECTRICAL LAYOUT AtanticaBeach,rk rFlor'daace at PALL NUMBER W/ EXHAUST CIR ITEM BRK BRK ITEM CIR 32233 I SCALE: 1 /8"=V-0" EXIST LIGHT 1 WALL PACK 30 �0 WALL PACK c 2 (aaa) xta-saas 3 IRRIGATION 1U 0 WP RECrPT 7eS GSI 4 EMERGENCY LIGHTING SPARE SPARE 6 DESIGNER: RK PHILLIPS DESIGN ENGINEER 175W MH WALL 7 Y S DATE N �Y: AUG 05 RD ROBERT K. PHILLIPS, PE " PACK (TYP.) 9 1 10 CHECKED BY: RK PHILLIPS FLORIDA REGISTRATION N0. 12 1 1 - � r 12 1 DATE: AUG 05— PE 48896 ��/ s/ /31.1)