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435 ATLANTIC BLVD MC D'S ........... :iof .......... ......... ........... OV M NT AN IT I R cphcorp.com ............ .............. ............ ............. .............. Service ............. ............ .............. .............. ............ ... ........ A & E Firm A NTIC = ACH MR N Architects Engineers ............ ............ Environment .......... _J Landscape Architects .......... M E P �J' P anners Structural Surveyors . ...... Traffic Transportation 4 :4,�Z� Offices in, w 9 Florida �xxxx Opp" Puerto Rico e Connecticut e Maryland ... ....... IC C) U VARD 35 A LANT -_w h �i 9 Texas xxx . . .... ........... t AN0171C AC F ORIDA LOCATION MAP AT '9 1"=6,000' DUVAL COUNTY, FLORIDA Lu_� Z.4 SECTION 21-TOWNSHIP 2 SOUTH-RANGE 29 EAST ARC ID 17069 11111111111111000 " Tr.- LU LU NO M." Z__ STORE No . 009 �0272 ION Go OWNER/DEVELOPER N McDONALD'S USA, LLC 10150 HIGHLAND MANOR DR., SUITE 470 TAMPA, FLORIDA 33610 0 ATTN.: TIM CHESS T PHONE: (772) 486-4190 ENGINEER &H, INC. 500 WEST FULTON STREET SANFORD, FLORIDA 32771 ATTN.: NICOLE E. MAHLER, P.E. GENERAL STATEMENT PHONE: (407) 322-6841 THE PURPOSE OF THIS PROJECT IS TO UPDATE THE EXISTING DRIVE-THRU AREA BY REMOVING AND/OR RELOCATING THE VICINITY MAP ARCHITECT EXISTING DRIVE-THRU EQUIPMENT, AND CONSTRUCTING A 1" = 130' z HARTLEY + PURDY ARCHITECTURE, INC. SIDE BY SIDE DRIVE-THRU WITH ALL SUPPORTING EQUIPMENT DUVAL COUNTY, FLORIDA AND BRING THE SITE INTO ADA COMPLIANCE. CD 1711 NORTH HIMES AVENUE 0- a- 2E :�i CD SECTION 21-TOWNSHIP 2 SOUTH-RANGE 29 EAST Q C' 00 0) TAMPA, FLORIDA 33607 z 0 :�E ATTN.: SCOTT PURDY, AIA PHONE: (813) 353-0035 -0 _0 Q) > 0 0 Z 0 0 CL SURVEYOR Q) -i— CL C-) CU -0 C14 0) U) CPH, INC. Plans Prepared By: 500 WEST FULTON STREET CPH, Inc. INDE ' OF SHEETS SANFORD, FLORIDA 32771 500 West Fulton St. ATTN.: PAUL J. KATREK, PSM Sanford,Fl.32771 Ph:407.322.6841 PHONE: (407) 322-6841 C-1 COVE�iSHEET Licenses: Eng.C.O.A.No.3215 -C-2 BOUNUARY & TOPOGRAPHIC SURVEY (COVER SHEET) Survey L.B.No.7143 HARY & TO r Lndscp. Lic. No.LCO000298 C-2A BOUNI POGRAPHIC SURVEY Arch.Lic.No.PA2600926 LANDSCAPE C-3 SITE P�AN C-4 GRADJqG AND EROSION AND SEDIMENTATION CONTROL PLAN ARCHITECT C-6 GENER"I'L DETAILS CPH, INC. L�l LANDSCAPE PLAN 500 WEST FULTON STREET SANFORD, FLORIDA 32771 CLARB ATTN.: JAMES K. WINTER, R.L.A., PHONE: (407) 322-6841 PERMITTING AGENCIES 1 0 _j LU > (9 7: LL CITY OF ATLANTIC BEACH LU 800 SEMINOLE ROAD E 3-5445 ATLANTIC BEACH, FLORIDA 3223 LU 0 ATTN.: REVIEWER w 0 L) LU C) PHONE: (904) 247-5800 C14 Z 0 L) 0 _j Z (D Alw s call 8:L:L two full business days before you dig �y Uj w T_ CO w > 0 0 ii ivw.s unshine8 I Lcom C0 Sheet No. *NOTICE* THE SIZE OF THESE PLANS MAY HAVE BEEN SLIGHTLY ALTERED BY REPRODUCTION PROCESSES,THIS MUST BE CONSIDERED WHEN McDONALUS PROJECT SCALING ANY REPRODUCED PLANS FOR THE CODE: 009-0272 M IR Al PURPOSE OF COLLECTING DATA. co ANTA RO.SA HOLMES JACKSON OUNDARY & TOPOGRAPHIC SURVEY DKALOOSA NASSAU WALTON WASHINGTON GADSDEN 1P HAMILTON LEON MADISON FOR BAY IV_1P 0 cphicorp.com BAKER '122ND ST .01 LIBERTY WAKULLA SUWANNEE I M N TAYLOR 7D UNIS* CLAY SITE Full Service IST ST GULF FRANKLIN FAYE IST ST A & E Firm ST HERN ST ALACHUA PUTNAM S 0 DIXIE MCDon i //ST�URDIVANT AVE Architects FLAGLER Engineers LEVY ATL NTIC BLVD LIC 009-0272 MARION Landscape Architects VOLUSIA SITE=01r M/ E/P CITRUS AT Planners UMTER LAKE SEMINOLE Structural HERNANDO ORANGE ATLANTIC BEACH BLVD Surveyors LYING IN Traffic/Transportation OSCEOLA C, Development Coordination POLK U) "k Offices in: NDIAN SECTION 21-TOWNSHIP 2 SOUTH-RANGE 29 EAST I RIVER 9 Florida MANATEE HARDEE KEECHOBEE VICINITY MAP 9 Puerto Rico HIGHLANDS ST. LUCI Survey Notes: NOT TO SCALE DE SOTO DUVAL COUNTY FLORIDA ARASOTA Jq 9 Connecticut MARTIN 1. "SURVEYMAP AND REPORT OR THE, COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL e Maryland CHARLOTTE GLADES RAISED SEAL OF A FLORIDA LICENSf SURVEYOR AND MAPPER." 9 Texas HENDRY PALM BEACH 2. "ADDITIONS OR DELETIONS�,--,TO SURV�Y MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS LEE PROHIBITED WITHOUT WRITTEN CONSVT OF THE SIGNING PARTY OR PARTIES." BROWARD 3. THE TWO SITE BENCHMARKS FOR THIS TOPOGRAPHIC SURVEY ARE DISPLAYED ON THE RESPECTIVE SURVEY FILE. COLLIER Legal Descrip on THESE BENCHMARKS ARE BIASED ONIA CLOSED VERTICAL CONTROL LOOP HAVING AN ACTUAL ERROR OF CLOSURE OF LOTS 825 THROUGH 833 AND LOTS 846 THROUGH 849, AND THE EAST 0.000' WHICH MEETS THE ALLOWABLq- CLOSURE OF 0.045'. THIS FIELDWORK WAS PERFORMED USING A TOPCON LEVEL 1/2 OF LOT 845, PLAT OF SECTION NO. 3 SALTAIR, ACCORDING TO MODEL # AT-G4, AND REFERENCES E FOLLOWING PUBLISHED BENCHMARKS AS ESTABLISHED BY THE (NORTH ONROE DADE THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10, PAGE 16 OF THE AMERICAN VERTICAL DATUM 11 OF 198,9".(NAVD '88)) AND SAID ELEVATIONS ARE BASED ON VERTICAL CONTROL PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. BENCHMARKS SUPPLIED BY THE NATIOVAL GEODETIC SURVEY (NGS.NOAA.GOV) AT LABINS,ORG, DESIGNATION: NGS BM# BC 0487, A NGS BENCHMARK DISK, LOCATED 57.0 FT (17.4 M) EAST OF THE W CENTERLINE OF PENMAN ROAD, 15.5 �T (4.7 M) SOUTH OF THE CENTERLINE OF ATLANTIC BOULEVARD EASTBOUND LANES AND 1.8 FT (0.5 M) SOUTH 0 F THE SOUTH CURB OF ATLANTIC BOULEVARD EASTBOUND LANES. ELEVATION=1 0.27 b) DESIGNATION: NGS BM # DL 5737, NGS LOGO CAP W/ MAGNET, LOCATED 26.0 FT (7.9 M) WEST OF THE WEST EDGE OF rHE PAVEMENT OF THE SOJ4,THBOUND LANES OF THIRD STREET SOUTH, 18.2 FT (5.5 M) WEST OF THE WEST EDGE OF THE SIDEWALK, 17.0 f7j% (5.2 M) SOUTH OF THE SOUTH EDGE OF THE PAVEMENT OF ATLANTIC BOULEVARD, 8.4 FT (2.6 M) SOUTH 9 f THE SOUTH SIDE OF THE SIDEWALK ALONG ATLANTIC BOULEVARD, 8.0 FT C: (2.4 M) NORTHWEST OF THE NORTH LEG OF A WALGREENS SIGN AND 5.0 FT (1.5 M) EAST OF A CARSONITE WITNESS 0 POST. ELEVATION=12.010 9) SITE BENCHMARKS ARE AS SHOWN 0 SHEET 2 0 2. 4. THIS SURVEY IS NOT VALID WITHOUT,.SHEETS 1 THROUGH 2 OF 2. 5. THE LAST DAY FIELD WORK WAS PER ,�,�IRIVIED WAS 9/18/14); ALL BOUNDARY CORNERS WERE RECOVERED OR SET AS NOTED HEREON. 6. THE "LEGAL DESCRIPTION" HEREON WAS PREPARED BY SURVEYOR. 7. BEARINGS SHOWN HEREON ARE ASSU MED RELATIVE TO THE NORTHERLY RIGHT-OF-WAY LINE OF ATLANTIC BOULEVARD AS BEING S 89*22'29" W1 8. HAVING CONSULTED THE NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE RATE MAP (FIRM) COMMUNITY PANEL NO. 120075 0409 H, EFFECTNE DATE JUNE 3, 2013, THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREAS OUTSIDE ANNUAL 0.2%, CHANCE FLOOD PLAIN (NAVD '88), THIS DETERMINATION WAS BASED ON A GRAPHIC Abbreviation Legend., INTERPOLATION OF SAID MAP 'AND,'N:OT.ON ACTUAL FIELD MEASUREMENTS. (A) ACTUAL MES - MITERED END SECTION 9. THEAPPARENTUSE OF THE LAND, AS CLASSIFIED BY THE MINIMUM TECHNICAL STANDARDS RULE CHAPTER 5J-17, A/C AIR CONDITIONER MH - MANHOLE FLORIDA ADMINISTRATIVE CODE ESTABLISHES THAT THE MINIMUM RELATIVE ACCURACY FOR THIS TYPE OF BOUNDARY ACSM AMERICAN CONGRESS ON SURVEYING & MAPPING MLP - METAL LIGHT POLE SURVEY MEET THE HORIZONTAL CO�TROL ACCURACY OF V/10,000 FEET FOR A HIGH RISK SURVEY. THE ADA AMERICANS WITH DISABILITIES ACT MPH - MILES PER HOUR MEASUREMENTS AND CALCULATIONS�01` THE CLOSED GEOMETRIC FIGURES WERE FOUND TO MEET THIS ACCURACY ALTA AMERICAN LAND TITLE ASSOCIATION MPP - METAL POWER POLE REQUIREMENT. THE EQUIPMENT USED -TO VERIFY THE HORIZONTAL CONTROL ON THE SUBJECT SURVEY WAS A TOPCON APPROX - APPROXIMATE N/A - NOT APPLICABLE TOTAL STATION MODEL# GPT-3005VI., ARV - AIR RELEASE VALVE NAVD - NORTH AMERICAN VERTICAL DATUM I I_ AVE - AVENUE NAD - NORTH AMERICAN. DATUM 10. HORIZONTAL WELL-IDENTIFIED FEATURES IN THIS SURVEY AND MAP HAVE BEEN MEASURED TO AN ESTIMATED C4 - AVERAGE NG - NATURAL GROUND HORIZONTAL POSITIONAL ACCURACY;OF 0.05 (FT). THE EQUIPMENT USED TO LOCATE THE FEATURES WAS A TOPCON Cz AVG le 00 (BB) - BEARING BASIS `IN[GS - NATIONAL GEODETIC SURVEY TOTAL STATION MODEL #GPT-3005�. 00 C) T- C4 BFP - BACK FLOW PREVENTER .�GVD - NATIONAL GEODETIC VERTICAL DATUM I 1:� BLK - BLOCK N & D - NAIL AND DISK 11. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OR OPINION OF TITLE. NO INSTRUMENTS OF BLDG - BUILDING NO. - NUMBER RECORD REFLECTING EASEMENTS, R!.�,HTS-OF-WAY, AND/OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR BLVD - BOULEVARD NR - NON-RADIAL EXCEPT AS NOTED. BM - BENCH MARK NSPS - NATIONAL SOCIETY OF BOC - BACK OF CURB PROFESSIONAL SURVEYORS 12, NO UNDERGROUND UTILITIES, FOUND IONS OR IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED EXCEPT AS SHOWN. NT - NON-TANGENT ?: ;,�, -0 -0 BOW - BACK OF WALK �T .. co 13. THIS SURVEY DOES NOT IDENTIFY THE LIMITS OR EXTENT OF POTENTIAL JURISDICTIONAL WETLAND BOUNDARIES. BSL - BUILDING SETBACK LINE NTS - NOT TO SCALE 9) 4M N 6 BWF - BARBED WIRE FENCE OD - OUTSIDE DIAMETER 0 C_X - DENOTES SHEET NUMBERING FOR ENGINEERING PLANS ORB - OFFICIAL RECORDS BOOK 14. FENCES EXISTING ON, OVER. OR ADJA0TNT TO SUBJECT PROPERTY, ARE DISPLAYED HEREON; OWNERSHIP WHETHER -R (C) - CALCULATED OR - OFFICIAL RECORDS SINGULAR OR JOINT WAS NOT DETE�MINED BY THIS SURVEY. ZZ OUL - OVERHEAD UTILITY LINES 11:t Q) Ll� C - CHORD CATV - CABLE TELEVISION RISER OTL - OVERHEAD TRAFFIC LINES Svmbol Legend: 15. VERTICAL FEATURE ACCURACY: "ELEYATIONS OF WELL-IDENTIFIED FEATURES CONTAINED IN THIS SURVEY AND MAP C8 - CHORD BEARING (P) - PLAT Line Lec Survey Prepared By: iend: HAVE BEEN MEASURED TO AN ESTIMITED VERTICAL POSITIONAL ACCURACY OF 0,05 (FT) ' - PLAT BOOK CBS - CONCRETE BLOCK STRUCTURE PB NOT TO SCALE CPH, Inc. C & G - CURB & GUTTER PC - POINT OF CURVATURE NOT TO SCALE ARV CI - CATCH INLET PCC - POINT OF COMPOUND CURVATURE >< - AIR RELEASE VALVE PARKING SPACES (2) 16. DIMENSIONS ARE SHOWN RELATIVE TO, UNITED STATES STANDARD FEET AND DECIMALS THEREOF, UNLESS THE OBJECT 500 West Fulton St. - PERMANENT CONTROL POINT -1- 1 FOOT CONTOURS SHOWN IS COMMONLY IDENTIFIED IN INCHES, I.E. TREE DIAMETER, PIPE DIAMETER, ETC. TREES DEPICTED ARE COMMON Sanford,Fl.32771 C/L - CENTERLINE PCP - BORING HOLE LOCATION AS - REVISION NUMBER (3) NAMES AND MEASURED AND LABELED AS DIAMETER AT BREAST HEIGHT IN INCHES. Ph:407.322.6841 CLF - CHAIN LINK FENCE PFF - PROPOSED FINISHED FLOOR -5- 5 FOOT CONTOURS CTV RWM Licenses: CM - CONCRETE MONUMENT PG - PAGE 11 - CABLE TV RISER X - RECLAIMED WATER METER I PGS - PAGES ------ = ADJOINER PROPERTY LINES RWV 17. CERTAIN INSTRUMENTS OF RECORD �EFLECTING EASEMENTS, RIGHTS-OF-WAY, AND/OR OWNERSHIP WERE FURNISHED Eng.C.O.A.No.3215 CMP - CORRUGATED METAL PIPE z�, - CENTRAL ANGLE [>< - RECLAIMED WATER VALVE TO THIS SURVEYOR AS NOTED OR D PLAYED HEREON. Survey L.B.No.7143 CID - CLEANOUT PI - POINT OF INTERSECTION -X-x- = BARBED WIRE FENCE PK - PARKER KAYLON CONCRETE Arch.Lic.No.AA2600926 CONC - CONCRETE Z - ROOF DRAIN �S POB - POINT OF BEGINNING = BROKEN LINE co 18. THE UNDERGROUND UTILITIE'S DEPICTED BY PIPE LINETYPES ARE APPROXIMATE IN NATURE BASED UPON AN Lndscp. Lic.No.LCO000298 COR - CORNER H - CLEAN OUT - SANITARY SEWER MANHOLE POC - POINT OF COMMENCEMENT - LIC - = BURIED CABLE INSPECTION OF THE MANHOLE, GRATq, ETC. OF EACH FACILITY. EXISTING PIPES WERE NOT LAMPED OR REMOTELY CRPP - CORRUGATED PLASTIC PIPE CUE - COUNTY UTILITY EASEMENT POL - POINT ON LINE - CONCRETE MITERED END SECTION 5V - SANITARY SEWER VALVE VIEWED FOR OBSTRUCTIONS, OR CONNECTIVITY. CWS - CROSSWALK SIGNAL PID - POWER POLE - ucTv - = BURIED CABLE TELEVISION - CONCRETE RIP RAP N PRC - POINT OF REVERSE CURVATURE (d) - SCHEDULE B ITEM NUMBER (8) A - DELTA - PERMANENT REFERENCE MONUMENT UE - = BURIED ELECTRIC - CONCRETE UTILITY POLE PRM (D) - DESCRIPTION 4- - GROUND LIGHT - UFO - = BURIED FIBER OPTICS DB - DEED BOOK PSM - PROFESSIONAL SURVEYOR & MAPPER - COUNTY ROAD SYMBOL X S�qn Legend: PT - POINT OF TANGENCY SECTION CORNER DBH - DIAMETER AT BREAST HEIGHT IN INCHES PVC - POLYVINYL CHLORIDE PIPE - UG - = BURIED GAS - DUAL SUPPORT SIGN - NOT TO SCALE >. DE - DRAINAGE EASEMENT URW - = BURIED RECLAIMED WATER LINE - 4" X 4" CM LB #7143 Reference Materiai _Uj PVMT - PAVEMENT - 0 - ELECTRICAL MANHOLE (R 1) - ROW NUMBER SIGN DEPT - DEPARTMENT R29E - RANGE 29 EAST SAN - = DIP - DUCTILE IRON PIPE - BURIED SANITARY LINES EJ8 - 5/8" IR&C LB #7143 DR - DRIVE R - RADIUS m - ELECTRICAL JUNCTION BOX (B) BUS STOP SIGN 1) PLAT OF SECTION NO. 3 SALTAIR, SECTION NO. 3, RAID - RADIAL FM - = BURIED SANITARY SEWER FORCE MAIN LINE EO - SIGN D/U - DRAINAGE AND UTILITY EASEMENT RCP - REINFORCED CONCRETE PIPE TC,- X - ELECTRIC OUTLET DO NOT ENTER SIGN (R5-1) ACCORDING TO THE PLAT THEREOF AS RECORDED IN �A C4 = BURIED TRAFFIC CONTROL E - SITE BENCH MARK (DINE) (E) - ENGINEERING PLAN REC - RECOVERED A - ELECTRIC RISER PLAT BOOK 10, PAGE 16 OF THE PUBLIC RE60RDS OF LLI UT - = BURIED TELEPHONE LINE - STORM SEWER MANHOLE (HC) HANDICAP SIGN EJB - ELECTRIC JUNCTION BOX REV - REVISION - FIRE HYDRANT DUVAL COUNTY, FLORIDA. Ar- EL - UNDERGROUND ELECTRICAL LINES '�YQ ELEC - ELECTRIC RP - RADIUS POINT UW - = BURIED WATER LINES - STRIPING (DIRECTIONAL) (KR) KEEP RIGHT SIGN R/W - RIGHT-OF-WAY - FLOOD LIGHT "MAP SHOWING SURVEY OF" PREPARED BY T 2) ELEV - ELEVATION = CENTER LINE R/W 11 - TELEPHONE CABLE RISER (ME) MEDIAN SIGN 21 ELLIP - ELLIPTICAL RLS - REGISTERED LAND SURVEYOR FOUND CONCRETE MONUMENT (AS NOTED) BOATWRIGHT LAND SURVEYORS, INC, DATED MARCH 5, Ica :t' 0 EOI - END OF INFORMATION RP - RADIUS POINT ------0_____Q_ = CHAIN LINK FENCE T - TELEPHONE MANHOLE :C F�; _j RWL - UNDERGROUND RECLAIM WATER LINE A FOUND IRON PIPE (AS NOTED) (ND) - 1\10 DUMPING SIGN 2003, FILE# 03-247. Index of Sheets 101� zj U. EOP - EDGE OF PAVEMENT TJ3 0 RWM - RECLAIMED WATER METER ------------ = EASEMENT LINES (EXISTING) 23 - TELEPHONE JUNCTION BOX 1 COVER SHEET FB - FIELD BOOK SE - SPECIAL EASEMENT 0 FOUND IRON REBAR (AS NOTED) iTi (N L) - NO LEFT TURN SIGN (R3-2) 3) FLORIDA DEPARTMENT OF TRANSPORTATION, 0 LLI FDOT - FLORIDA DEPARTMENT OF TRANSPORTATION SEC 21 - SECTION 21 ------ = EASEMENT LINES (PROPOSED) - TEST HOLE 2 BOUNDARY & TOPOGRAPHIC SURVEY C) 211 C4 z FIT - FINISH FLOOR GAS VALVE T58 (NLI) - NO LITTERING SIGN SECTION NO. 7210-113, SR AlA, DATED 12/1�/56. SMH - SANITARY SEWER MANHOLE X - TRAFFIC SIGNAL BOX , - EOW = EDGE OF WATER LINES FGI - FLAT GRATE INLET SQ - SQUARE IN-] GRATE INLET (FL) - NO PARKING FIRE LANE SIGN 0 Z 0 FGLP - FIBERGLASS LIGHT POLE 0 - TRAFFIC SIGNAL SUPPORT POLE CO SQ FT - SQUARE FEET 0 Vq1__ = EXISTING DRAINAGE PIPES FHYD - FIRE HYDRANT Q) GREASE TRAP MANHOLE WM - - NO RIGHT TURN SIGN (R3-1) ST - STREET z WATER METER (NOR) q FM - FORCE MAIN = EXISTING DRAINAGE PIPES (OUTFALL NOT LOCATED) STMH - STORM DRAINAGE MANHOLE . ..... - GUY ANCHOR Surveyors Certification: FIND - FOUND HW - VA - WATER SERVICE (NOT) - NO TRUCKS (R5-2) FP&L - FLORIDA POWER AND LIGHT S/W - SIDEWALK = HOT WATER SUPPLY LINES HANDICAP PARKING SPACE TB - TANGENT BEARING IRR - = IRRIGATION LINES * - WATER SPIGOT (NP) NO PARKING SIGN Certified to: McDonald's Restaurants of Florida, a Florida Corporation (G) - GRID (STATE PLANE) T2S - TOWNSHIP 2 SOUTH INTERSTATE SYMBOL WS - C4 GIL - UNDERGROUND GAS LINES TELE - TELEPHONE OTL = OVERHEAD TRAFFIC LINES ICV 0 WATER SPRINKLER (1 W) ONE WAY SIGN (R6-2) GOVT - GOVERNMENT M - IRRIGATION CONTROL VALVE WV TL - OVERHEAD TRAFFIC SIGNAL LINES - WATER VALVE GPR - GROUND PENETRATING RADAR OHu = OVERHEAD UTILITY LINES (PE) PEDESTRIAN CROSSING SIGN TOB - TOP OF BANK * - CONCRETE LIGHT POLE - WELL I hereby,,certify to McDonald's Corporation that this plan has been compiled from a survey GTMH - GREASE TRAP MANHOLE TOE - TOE OF SLOPE = RAILROAD TRACK LINES LIGHT POLE (RTO) RIGHT TURN ONLY Parking Table actually �nade on the ground under my supervision on September 18, 2014; that it is HDPE - HIGH DENSITY POLYETHYLENE PIPE - WETLAND FLAG correct and complies with the modified requirements provided by McDonald's Corporation. LU TR - TELEPHONE RISER HWF - HOG WIRE FENCE TRANS - TRANSFORMER PAD = RIGHT-OF-WAY LINES LIGHT POLE (DUAL) - WOOD UTILITY POLE (SL) SPEED LIMIT SIGN C) co And ID - IDENTIFICATION TSB - TRAFFIC SIGNAL BOX SECTION LINES STANDARD SPACES 38 lCV - IRRIGATION CONTROL VALVE LIGHT POLE (TRIPLE) - UNKNOWN MANHOLE (ST) STOP SIGN (R1-1) TSSP - TRAFFIC SIGNAL SUPPORT POLE CDCXDCxzXDCD = STONE WALL LINES ACCESSIBLE HANDICAP SPACES 2 INFO - INFORMATION TVL - UNDERGROUND CABLE TV LINES LIGHT POLE (QUAD) (SS) STREET SIGN I hereby certify that the attached "Boundary & Topographic Survey�' of the hereon T013 - CONCRETE PAVERS TOTAL SPACES 40 INV - INVERT = TOP OF BANK LINES + describbd property is true and correct to the best of rn�,knowledge, information and (TYP) - TYPICAL - IRON PIPE IP *-< -- MAILBOX - DETECTABLE WARNING AREA belief 's surveyed in the field on September 18 2014 Flfur0e�--c�:rtlfy that this UE - UTILITY EASEMENT TOE = TOE OF SLOPE LINES (TZ) TOW AWAY ZONE SIGN a IP&C - IRON PIPE & CAP Bounqlary & Topographic SurveV' meets the set forth in UNK - UNKNOWN 0 MONITOR WELLS - CONCRETE LIGHT POLE (DUAL) (TE) - TRUCK ENTRANCE SIGN Rule C apter 5J-17 of the Florida Administrative C$cR,- IR - IRON ROD UTL - UNDERGROUND TELEPHONE LINES = TREE LINES MW IR&C - IRON REBAR & CAP '7. W/ - WITH TRAV = TRAVERSE LINES NAIL & DISC (AS NOTED) - CONCRETE LIGHT POLE (TRIPLE) (U) - UNKNOWN SIGN IRR - IRRIGATION WL - UNDERGROUND WATER LINE Cmw2 Sheet No. L - ARC LENGTH UNK FOUND/SET NAIL (AS NOTED) CONCRETE LIGHT POLE (QUAD) NOTE: LB# - LICENSED BUSINESS NUM-BER WLP - WOOD LIGHT POLE = UNKNOWN BURIED LINES + - (WIL) - WEIGHT LIMIT SIGN LP - LIGHT POLE WIVI - WATER METER = VINYL FENCE BRICK PAVERS UNK UNKNOWN RISER THIS SURVEY IS NOT VAUD VATHOUT SHEETS 1 THROUGH 2 OF 2. OCT 3 1 2014 (M) - MEASURED WIP - WORK PROGRAM = WOOD FENCE GARBAGE CAN A - (WW) WRONG WAY SIGN TITLE BLOCK ABBREVIATIONS For the Firm By. MB - MAP BOOK WPF - WOOD POST FENCE PBX - VENT (AS NOTED) (Y) YIELD SIGN Eng.=ENGINEERING L.B.=LICENSED BUSINESS P a u�'l jV J. Katrek MBX - MAILBOX WPP - WOOD POWER POLE = WETLAND LINE Lo C.O.A.=CERTIFICATE OFAUTHORIZ-477ON Arch.=ARCHITECTURAL Professional Surveyor and Mapper WV - WATER VALVE PULL BOX (AS NOTED) - WIRE HEIGHTS (SEE CHART) Landscp.=LANDSCAPE N/A =NOTAPPLICABLE Lic. =LICENSED Florida Registration No. 6233 of 2 No.=NUMBFR P.O.=POSTOFFICE COPYRIGHT www.cphcorp.com A Full Service A & E Firm Architects Engineers Landscape Architects M/ EIP Planners NStructural Surveyors Traffic/Transportation FGI Development Coordination TOP OF GRATE ELEV=5.69 E INV ELEV(15" CRPP)=3.10 Offices in: W INV ELEV(24- RCP)=3.16 S INV ELEV(15" RCP)=3.20 9 Florida BOTTOM ELEV=2.24 e Puerto Rico 9 Connecticut e Maryland C, 0 exas GRAPHIC SCALE FG1 SITE BENCHMARK#2 SMH TOP OF GRATE ELEV=6.15 OF LID ELEV=6.44 TOP OF PIK NAIL & DISK 0 so ion 39D ca P N INV ELEV(15" RCP)=3.,38 WITH "BM- LB #7143 To V E STUR ELEV 6.85 6m m mi 6mmmi W IN LEV(8- PVC)=2.31 E INV ELEV(12" CMP)=3.80 DIV NTAVEN"r-7 Eop - PVC)=2.95 ZEOP SE INV ELEV(6 V ELEV(12" CMP)=3.80 (AREA UNDER CONSTRUCTION) W IN P FORM ERLY-AAK EVI EW AVE(F 9/18/1 d, 12" Cm BOTTOM ELEV=3.38 SET PK N&D ELEV 4.73 10�50' RIGHT-OF-WAY WIDTF W/ LB# 7143 10 t�'FND 1/2" IP W/ �11 -7 IN FEET b-A'o 10 ELECTRIC 6- 6- _014C..AP NO ID (0.3' W) RON 1 inch NOD ft. . ... �� .. � �I . : , I - _ OAK X' 10" OAKCTV -6- (NIP EE IREE Fill _v SPHALT APRO 7 - TR _v 0111 �D 15" PALM �',4 .... . ?f, � /\�`DHU OHU co I L) TREE - 7 U OHU 0 OHU CHU OH 7-OM OH OIJU 0HU'%. CHU 50� (P 7 PALM (P) 10" OAK �3 M5 0'\�P 9" 0 6 4.0' (C) 100.0, (C) REC 5/8" IR&C 50' (P (T7, 7" PALM PAL -RE TREE TREE _E E- 3 12" CMP 8- TR TREE 8 . . . 70 W1 LB# 7143 ELEV= 5.18 1:��PA M /\ �) . _. �D C� w 7 TRE"E� "0 A lb C 1:�5 PA M lb 9 APPARENT USEE FLUME /X CONC lb- I :, .. . TER_ TRE CO BY OTHERS \FLWE ::DUMPS REA 15" SYCAM�RE x Ub 8 AK TREE EE x X. J(ST \-.t - . .: ;. -... Q__ .*: CONC 1�b . ... .:. . 1 100.0, (C) GIMH 11 -IM 10 OF Lib ELEV=8,6�� lb N 1b, -8 _1b TREE 0 'b-b N INV ELEV(4- PVC �,E%):6..69 18 .0 0 BOTTOM 3 5.0' (D) 10 OVERHANG b�. QVV RAISED CONC CURB XA W/ SPEAKER ASPHALT PVMT 7.3 C3 z GTMH G 'A LOT 844 LOT 845 1 0 LOT 846 LOT 847'\ TOP OF LID E[EV=8.92 LOT 848 LOT 8491 LOT 850 1�1 PLAT OF SECTION NO. 3 V \ 51 r ELEV(4" PVC TEE)=6.63 V I _801TOM ELEV=3.16,\ 1\ 10 OAK ASPHAL PVMT S b ALTAIR lb b 1b., T PLAT OF SECTION NO. 3 lc� Cb i" _ _ REE ' _b.�V ..,. - . '.. .- .- - FO III A-4 , 3' PLASTIC PI3 10, PC 16 .............. > b 2 6' HIGH, 0.67' SALTAIR CONC BLK WALL PB 10, PG 16 0 PICKET FENCE 12" SYCA�OR tk 100.0, (C) TREJ .................. C 0 �D c�NP\ C1-j a. _0 . , - : .. . 5.�-.1. . _0 F_ 0 C� _j 10" PA N� < TRE 7;7�771171 CL FENCE 9- _W60b DECK XA W -E 1/2 �F L 845- 01 -BOLLARDS 0.3' W (TYP) 0 25.0--1 LO- ---------- 10" PALM 111 L /N�1\\ 1"�x 24" OAK TREE/ jt6 13 TREE 3' PLASTIC -<D z F3 4) 0 PICKET GATEW TRANS ------........... A 11 OAK A/C W/ 100.0, (C) 5"'ID C�\ 1() P T FREEZER xl�l 4 11 OAC:� TREE 0 TREE :, 1j. (APPARENT USE BY OTHERS) EM 14" OAK AtQ2,) 24" OAK TREEU ,x 3 w 99.2' 0 7 8.4' 1 T -%x 2�LL OA R1# 170612 0 00 qN, >� 2STORY CBS R ET AL LADDER 9" OAK 12" OAKTRE� // RE# 170696-0000 lb OWNER: LYON JONA REE 447 AT4 ADDRESS: LA TIC BLVD Y.LNDOW OPENING TREE 12 OJA 14� m OWNER: MCGUIRE NANCY ATLANTIC BEACH, 32233 1" PALM lb TR F ADDRESS: 425 ATLANTIC BLVD REE CO:., -9 (I T �z ATLANTIC BEACH, 32233 ORB 12720, PG 368 C% 16' < x------------- -A �/Iz 91, OAK 8" OAK ORB 8430, PG 2203 TREE X TREE __1 50--(F)....... 5 0' (P) 1 611' PLAS' -nl C FENCE 50' (P) 25' (P), -25' P) 25' (P) 25 (P) 11.4' (P) 1 �4 1) 5 (P) 25' (P) (p): . 4 1 .. _�/. - 25' P) 25' (P) 2�' 25' (P) _�_25' (P) HOLL C;/ .-T - - \ �kv 3' LASTIC y (h X,I/ 01 McDONA_D'S PARCEL bj TREE 1b. .......... 0 51 PICKET FEN E RE# 1�)694-0000 OWNER: FRANCHISE REALTY 50' (P x 50' (P) / .� 0 __ ......... 00 25' ( <1 <1 PLAY AREA- INTERSTATE CORP XIb.................. CID C) C-4 ................. C/O SHAWN KUTHAN ADDRESS: 41, ATLANTIC BLVD C), 5 ORB 3E , PG 532 WINDOW OPENII T�E I / G r(H (C) 9 A M SUBJE PARCEL 10" �AL� .7' CONTAINS 15,000 SO FEET, < Q ) RAMP X OR 1.03 ACRES t� CON( 2 ................ CL V) < Cb co T�EE BS 11'X 8 K < I , " X" SYCLORE ................. ob V, FF STE(L"VL9.8 9 GOLDEN--� REDBOX �E bALJ GOLDEN ARCH RENTAL 2 STORY CBS 0 ;,R E E TREE ARCH COLUMN BO M 4C COLUMN A X C�l x -0 RE 0- 41.) Q LOT k4 - LOT 829 H T OT 833 0- LOT 822 LOT 823 LO� 82" ................LOT 826 827 LOT 828 L 0 T� 43'� ( 31 LOT 832 LOT 834 - LOT 835 LOT 836 - LOT 837 2 0. 0 :zl (D Nb 0 4, _0 0 1") LL I co Q _�LAT OF SECTION NO. 3 E AL� 0 IL F SALTAIR IANDRA Q) PLAT OF SECTION � )-��Dx �, �k 100.0, (C) \ /\ PF -0)/ 10, PG 16 - lb- :1," 11 C) 8" PAL C; PB 0 0 REE 5 1 2] SALTAIR NO. 3 Survey Prepared By: P8 10, PG 16 0 `0...... > 4..0' TREE F A xl�l CPH, Inc. F F Vz CONC X UV_NANG x If 10" 0 ,�B CO 500 West Fulton St. TRE F x", 3qs............. .. BRICK PAVERS - C L"' Xz Sanford,Fl.32771 cL (3 AK m V) J(D E < Cb Ph:407.322.6841 9" P A TRE: Licenses: x Eng.C.O.A.No.3215 z 011 1 100.0, (C) Survey L.B.No.7143 12" SYCAM RE I I (�b C b C�. ARCH 6 lz% GOLDEN McDONALD's ARCH Q� 17" OAK v TRFFr C� COLUMN %c�- COLUMN q C, x1b EL "DRIVE THRU' .00 REE X. Arch.Lic.No.AA2600926 I 'Cll, 15 OAK c" SIGN ASPHAL1 IPVMT TREE 1b 8' K Lndscp.Lic.No.LCO000298 p':' T < VE wz CONC X,\ DRIV� THRU FLUME cs- /\A" PALM V) SPAYFS y x 5.0- (D) < #1 #2 19" OAK TFLEE 9" PAI_, 'McD NALD' A TREE co 11�j WOODEN TIRE -------------- DRIVE THW -9- -LARG�E---' X_ 1\I I FND 1/2- IP PLAZA SIC McDONALD'S PBX PB ELECTRIC 9- x 1b (b_w" -FND 4"X4" CM FND1/2" I,P W/ NO ID SIGN /Z W1 NO ID FND 1/2- IP >..11 ��SIGN 'McDONA -alp x'b' )%.0,0.1 PALM �9/ W/ NO ID W/ NO ID /8- IR&C C� BUS 'b �0. DRIVE TREE VIAI 'b�D W/ LB# 7143 W/ FLUME x 'b' 25' (P) 25' (P) BSTO b �X ' 10 ENC� REC 5 N H CONC A) 100.0- (C) 100.18 (A) BF 25- (P) 25' (P) Lo 25' (P) I ( - (b 25' (P) (P) 18' (C) 25' (P) -9- '5� (P) 25' (P 25 25' (P) X� 25' (P)-9- ZZ7 -- - - S 89*22'29" W 208.82' Lm I CV 9 - - co 7" PALM 9* BB) 22'�.O cl . = S 89022'29"\W( b"��,p 1b 70.00' P S 89*2229- W b TREE qb.fTz) NORTHERLY R/W LINE OF ATLANTIC BLVD 77--77 '77 .4" K R/W MAP NO. 7210-113 [ju 6- L 5' CONC WAIL 5 CONC WALK lb- 7777777 - . I b% OHU C . % , .. .. . . . . . . I : ."...:-- ; :: . OHU OHU OHU OHU OHU �21 � - OHU .__5 CONC WALK' U OHU OHU Z) 0) �6H�,q cr) CNII OHU OHU OHU OHU 6HU 1 OHU 0 8 z6wc_i�N OHU H 8--C-OnC 7_ Llj L-:7 ROfl 77)'.- 'k x 8 \ 2' CONC C G- t9 Q), 2' CONC C & G 'N 01 10 A X FGI L SITE BENCHMARK#1 TOP OF GRATE ELEV=7.57 x. Q. SE INV ELEV(18- RCP)=3.03 ca t, z TOP OF PK NAIL & DISK %:� WITH -BM" LB #7143 E30TTOM ELEV=3.0,3 ELEV 8.37 C) 's C4 A TLANTIC BOULEVARD (P 0. CL SR NO. A-1-A & 10 (101' RIGHT-OF-WAY WIDTH PER FDOT R/W MAP SECTIOIA NO. 7210-113, DATED 12/12/56) 0115 0 FG1 TOP OF GRATE ELEV=7.50 Uj NW INV ELEV(18* RCP)=2.65 0 ,14% E INV ELEV(UNABLE TO VERIFY SIZE)=2.22 M W INV ELEV(UNABLE TO VERIFY SIZE)=2.22 BOTTOM ELEV=2.22 W.- 0�2A NOTE: Sheet No. THIS SURVEY IS NOT VAUD VATHOUT SHEETS 1 THROUGH 2 OF 2. TITLE BL OCK ABBREVIATIONS Eng.=ENGINEERING L.B.=LICENSED BUSINESS ORIZAT C.O.A. CERTIFICATE OFAUTH ION Arch.-ARCHITECTURAL 2 0% 7"f��M C� (P) 1 0-_'_� Landsep.=LANDSCAPE NIA =NOT APPLICABLE Lic. =LICENSED No.=NLEWBER P.O.=POSTOFFICE @=COPYRIGHT of 2 nyyj P�STURDIVANT AVENUE 413 n KEYNOTE LEGEND 4D(FORMERLY LAKEVIEW AVE(P)) A 27A 0 50' RIGHT-OF-WAY WIDTH) ............................................ _T&SAVE EXISTING TRANSFORMER,................. .............. 0 PROTEC.......................... PROTECT&SAVE EXISTING TREE.(D ..............(DPROTECT&SAVE EXISTING RED BOX. 2C 4C A wEEI UE(S) ......... www.cphcorp.com (D PROPOSED SAW-CUT LIMITS. A� 3 A Full Service ...................................................-..................... ------------------- (DEXISTING UTILITIES TO BE SAVED& PROTECTED. ADJUST N 213 ......... A & E Firm TOPS TO MATCH FINISH GRADE &TO BE TRAFFIC BEARING(S) WHERE APPLICABLE.na Architects NEATLY SAW-CUT, REMOVE AND MATCH EXISTING CURB AND GUTTER AND PAVEMENT WITH A SMOOTH TRANSITION............ 00, lima Engineers 24 Environmental . ........... . NEATLY SAW-CUT, REMOVE& MATCH EXISTING PAVEMENT TO 6 PROPOSED CONCRETE WITH A SMOOTH TRANSITION. 1 B Landscape Architects B ic I9 M / E/P 3F 5 (DPROPOSED SYSL 6" ..........12 C ',.1 3 DI Planners GRAPHIC SCALE (DPROPOSED PAVEMENT STRIPING, SEE DETAILS, SHEET C-5. A Structural ..... ................. ... ......... 0 10 20 40(COD) ....... ISurveyors I(M) PROPOSED HANDICAP STRIPING. SEE DETAIL, SHEET C-5. Traffic Transportation ....... .....>.................. - - PROPOSED 24"WIDE WHITE PAINT STOP BAR ON PAVEMENT 4, 1 INCH=20 FEET PER FDOT INDEX#1 7346. Offices in: .................. ............---------3E....................................- Florida PROPOSED DYSL 4" (LINES TO BE EXTENDED FROM THE .................. . ......... STOP BAR) I6 Puerto Rico PS PROPOSED HANDICAP RAMP 1:12 MAX. RUNNING SLOPE, 2%................ MAX. CROSS SLOPE PER FDOT INDEX NO. 304, 3-TRUNCATED Connecticut (COD) ............................ v0d,,":;� ,, - : A M) - - - - - - - - - 15 5.00, 17 9 Maryland DOMES TO BE OVERLAY PAD. SEE DETAIL, SHEET C-5. Texas ......................... I.......... DEEP.OAK 2 9 PROPOSED TRUNCATED DOMES TO BE OVERLAY PAD 36" F RVICE DELIVERY RAMP.PROPOSED SE 5A(A-) 18 PROPOSED CONCRETE PAVEMENT, SEE DETAIL, SHEET C-5. .......... -.............................23 PROPOSED CURB AND GUTTER. STANDARD CURBING SHOWN SHADED. SEE DETAIL, SHEET C-5.24 00'................................... 2 6 ................ PROPOSED CONCRETE SIDEWALK PER FDOT INDEX#310 (5%..... ... .. 4,................. I .............. PROPOSED CONCRETE PAVERS PER McDONALD'S MAX. LONGITUDINAL SLOPE, 2% MAX. CROSS SLOPE). LU 25 .................................. SPECIFICATIONS BOUNDED BY 6" RIBBON CURB (5% MAX. 0 f 'ITUDINAL SLOPE, 2% MAX. CROSS SLOPE).> . ........ LONO X............ - ----- (f) C) .................................... 2 JD PROPOSED NOSE DOWN CURBING, SEE DETAIL, SHEET C-5.> . .............................................. PROPOSED OUTDOOR ENVIRONMENTS.A MINIMUM OF 5% ....................... .......... ................................-Z PATIO TABLES TO BE HANDICAP ACCESSIBLE. PROVIDE 30" P;� ........... WIDTH, 27" KNEE CLEARANCE,AND 19"OF UNOBSTRUCTED........................ DEPTH. IDENTIFY WITH SIGNAGE. ro------------......................... PROPOSED PATIO AREA: CONCRETE PAVERS PER SIDE BY SIDE DRIVE-T H RUISTAN DARD MODIFIED A MCDONALD'S SPECIFICATIONS BOUNDED BY 6" RIBBON CURB I.,�"..:,. '�,:"":""","",,.,.'.*.............. 20,' 7.00' SIDE BY SIDE DRIVE-THRU (2% MAX. SLOPE IN ANY DIRECTION). .................11-11-...... :, I M A SINGLE BOLLARD SHOULD BE POSITIONED AT THE CORNER OF THE BUILDING ON THE 1.SIDE BY SIDE DRIVE-THRU CURBING DETAILS: DECC)RATIVE ALUMINUM RAILING PER MCDONALD'S DRIVE-THRU SIDE.IT SHOULD BE FLUSH AGAINST THE BUILDING AND FACE OF THE BOLLARD DRIVE-THRU LANES BOUND BY CURB ON BOTH SIDES ARE TO BE 12'-O".LANES BOUND SHOULD BE TIGHT AGAINST THE BACK OF THE CURB. 2 SPECIFICATIONS.19.......... -------"I I*"I'll, i.:(, Y CURB ON ONE SIDE AND PAINTED STRIPING ON THE OTHER SIDE ARE TO BE A MiN.5.W U, OF 10'-O". 1 22 AUGER SINGLE ARM"MCDONALD'S GATEWAY"FOOTING 18"TO 24"FROM FACE OF CURB.OR n24 PROPOSED CONDUIT CONNECTION. SEE MENU BOARD AND OUBLE ARM GATEWAY SIGN SHOULD BE LOCATED AT THE TIP OF THE ISLAND. SEE 9 COD MANUFACTURER'S DETAILS. THE MIN.RADIUS FOR ALL INSIDE/DRIVER'S SIDE DRIVE-THRU CURBING IS 20'-O". AL SPECIFICATIONS FOR DETAILS. PROPOSED SWSL 4" PRIMARY LANE CURBING SHOULD BE AS STRAIGHTAS POSSIBLE.(LESS CURVING THE THE DISTANCE BETWEEN THE TIP OF THE CURBED ISLAND AND THE CENTER LINE OF THE ....................... E] I [3G] ETTER). RIMARY COD MUST BE 15'-O".THIS MEASUREMENT 13 TAKEN PARALLEL TO THE INSIDE CURB 0 FACE OF THE PRIMARY LANE. THE OVERALL LENGTH OF THE CURBED ISLAND SHOULD BE 35'-45'. THE LENGTH OF .......... 5.00 D THEISLAN > 2 Ei D FROM THE COD ALLOWS FOR THREE CARS IN THE SECONDARY LANE,TWO THE PRIMARY LANE DETECTOR LOOP SHOULD BE PERPENDICULAR TO THE CENTER OF THE 13 IN THE PRIMARY LANE AND ONE AT THE COMMITMENT POINT. PRIMARY COD. ........... ................I ............... ..................... ...................... THE ISLAND WIDTH SHOULD BE 1TAT THE WIDEST POINT(FACE OF CURB TO FACE OF EEI 20 7' CURB). '�4 SIDE BY SIDE DRIVE-THRU EQUIPMENT POSITIONING FOR SECONDARY LANE: 6 9 TO POSITION THE SECONDARY COD,DRAWAN ARC WITHA 14'RADIUS THAT IS CENTERED EEI ENTRANCE LANE ENTERING THE SIDE BY SIDE DRIVE-THRU IS TO BE 14'-011 MIN. F I4A] PA t, 12 RKING INFORMATION FROM THE MIDPOINT OF THE ISLAND TIP,THEN OFFSET THE FACE OF CURB BY 24"TO 9 �(NL). ..... ............................ DETERMINE THE LOCATION OF CENTER OF FOUNDATION OF SECONDARY COD. TOTAL.............. . . ........................?. .. , PARKING REQUIRED: 1 SPACE 4 SEATS; 2.SIDE BY SIDE DRIVE-THRU PAVEMENT MARKINGS: .......................... 79 SEATS 4 20 SPACES 6"WIDE YELLOW PAINT STRIPE TO SPAN WHEN THE SECONDARY COD IS LOCATED AT 14',THE LOOP DETECTOR IS TO BE 2'FORWARD 9 DRI VE OUTER EDGE OF THE ENTIRE DRIVE-THRU LANE. REQUIRED OF THE COD CENTER LINE WITH THE LOOP FACING FORWARD AND THE DETECTOR LOOP .................. WHERE"McDONALD'S GATEWAY"IS LOCATED. LANE STARTS AT DRIVE-THRU ENTRANC PERPENDICULAR TO THE SECONDARY COD WHEN POSSIBLE. 11 V 20 DOUBLE-HEADED ARROW PAVEMENT MARKING.STANDARD STRIPING MARKINGS ARE 7' 1 1 1 1 1 U 213] E] THE CENTER OF THE SECONDARY MENU BOARD FOUNDATION SHOULD BE LOCATED 22"FROM .........--- IF ............. SHAFT,TARROW STEM AND TFOR THE ARROW HEAD.TIP OF ARROW HEA D TO BE LOCATED ....................... FACE OF CURB AND APPROXIMATELY U-0"FROM THE TIP OF THE CURBED ISLAND.THE END TOTAL AT CENTER OF EACH LANE. ........... 38 SPACES 1pj. ......... ............. ......... .! CAP OF THE SECONDARY MENU BOARD SHOULD NOT BE LESS THAN 12"FROM FACE OF CURB.SPACES (OPTIONAL OPO MENU BOARD-THE END CAP OF THE SECONDARY MENU BOARD SHOULD NOT EXISTING 2C] MERGE POINT IS LOCATED WHERE TWO VEHICLES LEAVING EACH COD SIMULTANEOUSLY 2 DISABLED SPACES F BE LOCATED OVER THE INNER FACE OF THE CURB.) ANGLE SHOULD BE TO MAXIMIZE FIRST ....... ... ............ ........... 0 ............. WOULD MEET.THE MERGE POINT STRIPING IS TO BE LOCATED BY OFFSETTING THE INNER CAR VIEWING. PRIMARY LANE BACK OF CURB 9.0'AND OFFSETTING THE OUTER LANE STRIPING 8.0'.AT THE' ........... INTERSECTION OF THESE OFFSETS,A 6"YELLOW STRIPE IS TO BE MARKED PERPENDICULAR............ AUGER"McDONALD'S ORDER HERE CANOPY"COD/CANOPY FOUNDATION TIGHT AGAINST BACK 0 TO THE OUTER LANE AS WELL AS THE INNER PRIIMARY LANE.. ........ ............ 40 OF CURB.SEE MANUFACTURE R/LOCAL SPECIFICATIONS FOR DETAILS. ------------- TOTAL 31 SPACES ..................................................... ........................... ........... . ............................................................................... X ...................... ................................................... ......................... ..................... X ......... SPACES I......... ............ ..................... ............... THE WORDS"THANK YOU"ARE TO BE PLACED AFTER THE 8"WIDE YELLOW STRIPE(PAINTED C\J ................. ................----__-- PROVIDED 2 DISABLED SPACES F2D * F47E THE SECONDARY MENU BOARD SHOULD BE ATAN ANGLE BETWEEN 30'AND40'TO MAX]MIZE YELLOW). i�: - (0 SECOND CAR VIEWING. (OPTIONAL OPO MENU BOARD-THE SECONDARY MENU BOARD 0- 12- 00 33 SHOULD BE AT AN ANGLE NO GREATER THAN 30'TO MAXIMIZE SECOND CAR VIEWING.) ....... __j THE 8"WIDE YELLOW STRIPE PRIOR TO THE WORDS"THANK YOU"IS FOR PARKING CARS .............. ........... .................. ATLANTIC BOULEVARD PE THAT ARE WAITING FOR ORDERS.THE STRIPE SHOULD BE 40'FROM THE CENTER LINE OF C-)U:) THE OPEN PRESENT BOOTH WINDOW. 0'5 SIDE BY SIDE DRIVE-THRU DETECTOR LOOP: SR NO. A-1-A & 10 DETECTOR LOOPS SHALL BE LOCATED AT THE CENTER OF THE OPENING WINDOW AT THE SITE NOTES 3.SIDE BY SIDE DRIVE-TH RU QUIPMENT POSITIONING FOR PRIMARY LANE: CASH AND PRESENT BOOTHS. _0 1. EXISTING UTILITIES ARE SHOWN IN SCHEMATIC ONLY. MIN.60'(+/-5')LINEAR DISTANCE BETWEEN THE CENTER LINE OF THE COD FACE AND THE (D -0 Q) CONTRACTOR SHALL USE DUE REGARD WHEN PERFORMING ANY EEI Q) > 0 CENTER LINE OF THE OPEN CASH BOOTH WINDOW AS MEASURED ALONG THE CENTER LINE SIDE BY SIDE DRIVE-THRU OPTIONAL FEATURES: 0 SITE PLAN SITE DEMOLITION. OF THE LANE,THIS MAY ONLY BE INCREASED IN 20'INCREMENTS TO A MAX.OF 100'.100,IS Z C> OPTIMAL. 1.SIDE BY SIDE DRIVE-THRU OPTIONAL EQUIPMENT: CL CIA Cl 0 -0 1" 20' 2. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK = (U 0 AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR AT THE EDGE OF THE PRE-SELL BOARD SHOULD BE 18"-24"FROM FACE OF CURB(12"IS co 0 ---)GROUNDBREAK. F3B] THE CENTER OF THE PRIMARY MENU BOARD FOUNDATION IS TO BE 10.0-FROM THE CENTER THE MINIMUM).THE DISTANCE BETWEEN THE PRIMARY COD AND PRE-SELL BOARD IS 3. FINISH WALK AND CURB ELEVATIONS SHALL BE 6"ABOVE FINISH OF THE COD FOUNDATION. A TO BE 30'AS MEASURED ALONG THE CENTER LINE OF THE LANE.THIS IS MEASURED Plan Pre'pared' By:'PAVEMENT. THE PRIMARY MENU BOARD SHOULD BE AT AN ANGLE BETWEEN 40'AND 50�ANGL FROM THE CENTER OF THE PRE-SELL BOARD FOUNDATION TO THE CENTER OF THE CPHI, Inc. DEMOLITION 4. DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS SHOWN CAR POSITIONED AT THE COD TO MAXIMIZE SECOND CAR VIEWING. E FROM A COD FOUNDATION.THE ANGLE OF THE PRE-SELL BOARD SHOULD MAXIMIZE VISIBILITY (BOC)WHICH INDICATES BACK OF CURB. TO THE THIRD CAR FROM COD.. 500 West Fulton St. AUGER"McDONALD'S ORDER HERE CANOPY"COD/CANOPY FOUNDATION TIGHT AGAINST BACK Sanford,Fl.32771 KEYNOTE LEGEND 5. CON I RACTOR TO SEAL AN D RE-STRI PE AFFECTED PARKI ING AREA. Ph:407.322.6841 STRIPING TO BE REPLACED AS EXISTING EXCEPT WHERE NOTED OF CURB.SEE MANUFACTURER/LOCAL SPECIFICATIONS FOR DETAILS. .,ANY LANE,ANY TIME"BOLLARD TO BE MOUNTED TO THE GATEWAY BAR. ............................ ..... .. ............ ................ ................................... Licenses: C> REMOVE EXISTING PLAYLAND.SEE SITE OTHERWISE. NOTES, # 15. 6. ADJUST ALL MANHOLE RINGS AND CLEAN OUT COVERS TO BE ITEMS NOT PROVIDED OR UNABLE TO MEET LAYOUT CRITERIA DUE TO SITE CONSTRAINTS. Eng.C.O.A.No.3215 Survey L.B.No.7143 FLUSH WITH FINISHED GRADE. ALL PARTS TO BE TRAFFIC BEARING Arch.Lic.No.AA2600926 REMOVE EXISTING CUSTOMER ORDER -20 LOADING)- DRIVE THRU CRITICALl DIMENSIONS AND NOTES (AASHTO H Lndscp. Lic.No.LCO000298 DISPLAY(COD). 7. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES TO DETERMINE EXACT POINT OF SERVICE 9 SITE DATA TING UTILITY. REFER TO THE BUILDING BOARD (M). SITE LEGEND ELECTRICAL AND PLUMBING DRAWINGS FOR UTILITY SERVICE THE PURPOSE OF THIS PROJECT IS To UPDATE,REMOVE & RELOCATE EXISTING MENU 4 THE ENTRANCE LOCATIONS, SIZES,AND CIRCUITING. EXISTING DRIVE-THRU AREA BY REMOVING AND/OR/4 REMOVE EXISTING BOLLARD. ............... .............. i \Z/i 8. MODIFY ALL NON-COMPLIANT EXTERIOR DOOR HARDWARE,AS EXISTING CUSTOMER ORDER DISPLAY TO BE REPLACED .............. RELOCATING THE EXISTING DRIVE-THRU EQUIPMENT,ANDj REMOVE EXISTING PLAY AREA FENCE. NECESSARY,TO COMPLIANT LARGE OFFSET D-PULL DOOR................. I L EXISTING MENU BOARD TO BE RELOCATED Q ........... HARDWARE. CONSTRUCTING A SIDE BY SIDE DRIVE-THRU WITH ALL REMOVE EXISTING SIDEWALK/PAVERS. 9. ENSURE ACCESSIBILITY STICKERS ARE PLACED ON ALL SUPPORTING EQUIPMENT AND BRING THE SITE INTO ADA PROPOSED DRIVE-THRU GATEWAY BAR ....... ................. 7 COMPLIANCE.APPLICABLE DOORS.(DREMOVE EXISTING CURBING. (M) PROPOSED MENU BOARD 1 0.ENSURE SPEECH/HEARI NG IMPAI RED SI GNAGE IS PROVIDED AT INA COD,CASHIER WINDOW&PRESENTER WINDOW. SITE ADDRESS: 435 ATLANTIC BOULEVARD ............. M I (COD) PROPOSED CUSTOMER ORDER DISPLAY SPEAKER 3 REMOVE EXISTING SIGN........... .......... ........ 1 1.TRANSITIONS TO BE FLUSH ALL ALONG THE ACCESSIBLE ROUTE. ATLANTIC BEACH, FLORIDA 32233 C�CON'[RACTOR SHALL ENSURE THE MAXIMUM CONSTRUCTED LEVEL L10 REMOVE EXISTING PAVEMENT. PROPOSED DETECTOR LOOP :-4 TRANSITION AT EVERY JOINT DOES NOT EXCEED THE MAXIMUM PARCEL I.D. NUMBER: 170694-0000 (PS) = PROPOSED PRE-SELL BOARD n10 REMOVE EXISTING STRIPING. ALLOWABLE UNDER THE ADA AFTER SETTLEMENT, EXPANSION, = PROPOSED ASPHALT PAVEMENT ........................ CONTRACTION, ETC. CHANGES IN LEVEL OF 1/4"HIGH MAXIMUM SITE TOTAL AREA: 45,000 S.F. (1.03 A.C.±).'-.............I ............. SHALL BE PERMITTED TO BE VERTICAL. CHANGES IN LEVEL PROPOSED CONCRETE PAVEMENT EXISTING LAND USE: FAST FOOD WITH DRIVE I Nrlu z LL. BETWEEN 1/4"HIGH MINIMUM AND 1/2"HIGH MAXIMUM SHALL BE I.................... 6 1 PROPOSED ASPHALT PAVEMENT/RE-GRADING............. BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. 0.65, 3.5 5 401 PROPOSED LAND USE: FAST FOOD WITH DRIVE THRU 12.FILL EXPANSION CONTROL JOINT WITH EXTERIOR GRADE PROPOSED AREAS OF DEMOLITION ....................... CONCRETE EXPANSION JOINT CAULKING. FILL ENTIRE LENGTH OF EXISTING USE: McDONALD'S RESTAURANT SYSL/6" SINGLE YELLOW SOLID LINE 6"WIDE LU CL ..........E ............... JOIN F SUCH THAT ANY CHANGE IN ELEVATION DOES NOT EXCEED D SWSL/4" = SINGLE WHITE SOLID LINE 4"WIDE DRIVE- THRU DIMENSION TIE 1/4"IN ELEVATION FROM THE ADJACENT CONCRETE SURFACES PROPOSED USE: McDONALD'S RESTAURANT Q0 .............. LU LU WHEN CAULKING HAS CURED. FOR JOINTS WITH VOIDS DEEPER DYSL/4" = DOUBLE YELLOW SOLID LINE 4"WIDE 0 20' ZONING: LL1 THAN 1/2", INSTALL CONTINUOUS FIBERBOARD EXPANSION JOINT ORDER WINDOW FILLER BELOW CAULKING TO SUPPORT CAULKING ABOVE. SUBJECT SITE: ACG COMMERCIAL GENERA .... ...... L CD 13.CONTRACTOR TO REPLACE DAMAGED PLANT MATERIAL, NORTH: STURDIVANT AVENUE.......... INCLUDING SOD, IMPACTED BY CONSTRUCTION ACTIVITIES IN EAST: ACG COMMERCIAL GENERAL FORWARD PRESENTER WINDOW Cl) Z 0 Q = PRESENTER WINDOW Z 00,- ------------ ACCORDANCE WITH THE LANDSCAPE PLAN. SOUTH: ACG COMMERCIAL GENERAL 14.CONTRACTOR TO MODIFY IRRIGATION AS NECESSARY TO EXISTING PARKING COUNT WEST: ATLANTIC BLVD. (S.R. NO.AlA&1 I0 0) ........... ACCOMMODATE NEW LANDSCAPE. PROPOSED PARKING COUNT 15.PLAY PLACE MUST BE PERSONALLY DESTROYED OR TAKEN TO CIA" LANDFILL BY CONTRACTOR. RESERVED DRIVE-THRU PARKING SPACE PR)POSED AREA CALCULATIONS: (D LLI ................ HANDICAP SIGN (FTP-25) = 3,782 S.F. (8.40%)BUILDING AREA: IMPERVIOUS AREA: = 28,476 S.F;-,(63.28%� ............... (D E) DO NOT ENTER SIGN (R5-1) ................ PERVIOUS AREA: 12,742 S.F.-(28.32%) (S) STOP SIGN (R1-1) co 11 0') -u---(RT) = RIGHT TURN ONLY SIGN (R3-5R)EXISTING AREA CALCULATIONS: ................................. .......... 71 (N L) NO LEFT TURN SIGN (R3-2) BUILDINGAREA: (8.40%) ........... = 3,782 S.F.6 ...................... a two full business days IMPERVIOUS AREA: (DT) RESERVED DRIVE-THRU PARKING SIGN C_ .............. ......... before you dig 29,154 S.F, (64.79 )Always C 11 8:L:i PERVIOUS AREA: 12,064S Q) F. (26.81%).......... ....................... ............................. TOTAL: 45,000 S.F. (100.00%(D ............. . ............. 12.59'.............. Sheet No. ............................ . . ... ..................................................... ....................... NOTES: .............. 2.24' ........... .................. ................................. .......................... .............................. ..................... ....................................... ------- ............(14 L1 1). NO ADDITIONAL SEATS PROPOSED.co miliv.sunshine8l.l.com 7A AREAS OF DEMOLITION DRIVE-THRU SIGHT TRIANGLE NIENU BOARD TIES McDONALD'S PROJECT 2). IMPERVIOUS AREA REDUCED. V�3 1" 30' 20' 20' CODE: 009-0272 � � I - �� __ I ___ � I 11 :,':........................................................................ i : ,-:1 7 I- ,.,';P ,'�,.'- i'. .-`i1..,i:*-�. �,., i '�:'. I � i � . .1,r1;: -.'�i. 11 - _/�,i- EROSION AND SEDIMENT CONTROL PLAN NOTES , �,. . :if � _11 -f 1, I __11 - " STURDIVANTA VENUE _, -:.'_� I '' , , .1 I . --- 11 �...._ -1.1; I ' ' *1, - � i � (FORM ERLY::,1AKEVIEW AVE(P)) �_'_',, /,-i> 6.f'.."', A."J" �i . ., , -i, -(50' RIGHT-OF-WAY WIDTH) ". ,., - ."*�. LA ;..'s., 4 -_- ,,�,;,�%,,� "I .1...' --.-- � ".� . . '_ ,... :"��:?;�!�:'�........................;. .......... - .�.,.,.n,....-..�..�",..,..",-,��,,�"--,�... SITE DESCRIPTION DUST CONTROL , . .......I............-1-11.1.......____%_____1-1-........ - :.�..,i� -, i ............*'*"-'---',****---*......... . ............:�...�'i"...".,.........-,.,-.."----,--�--�..:..-... , _ .. ;.. -_ - , :,��".. a � . �;i I -'.".*---,' __ , �. , , , , I -�? - - _ .�_ ., ��,-i,.:,]��:�i...........................:.i.i....I------____... ..,., . . . . I '� -..-. " ..,., .1 . 1,�::,: I ,�, . . . ; , 1. I �_ . ., , , ` , , -�;,:. I'... "..; ':_.:..�; I I ,"/�X: A. SITE LOCATION: A. BARE EARTH AREAS SHALL BE WATERED DURING CONSTRUCTION AS NECESSARY TO ,:..;.,. . " - 1".. - ,;, �4 , ......... .., . , - . `��`-;:,:*��- �:.:"__;,��- ,;-�_;:�*,-,�-. I -:.:,,:,--*r; , " "' ��, - I �, ".111. "" ,.._,11,1,�,..,,:. ,., .,." .., . , I,I � t .",....... , ..:.�",-; ..". ..". �', ,". .......� :v..- .:. .:,": , "," . '. "', � . .., �. I. . - , , I/ ". , , e , _ , ; ��..,,. ��_. " �** � , 1.1, , " - � -..-. , 1:11.� .11 �%,;i�: 1� ' . . . :: . , ..,� �- .. � .1 , , . ...... Ii. , '?" _�1"'-� � I ' . �. :� -'..:.0'. - 1 � . c " " " - , , . -- � � , � � - I .. - I I-,` V ........,�...,,.. I'll � 1 - -,, -,.� ---..:.. �21 ,�% ".., .:i: ,� 11 . ". I . , ..".... ; - -',',.K'.,: ". THE SITE IS LOCATED AT 435 ATLANTIC BOULEVARD,ATLANTIC BEACH, FLORIDA 32233 j MINIMIZE THE TRANSPORT OF FUGITIVE DUST. IN NO CASE SHALL FUGITIVE DUST BE I , .... I I . .. : -K ", .1 - ..? . �... .... ,2.�._ ...... �. . ....X�,-; � .. - * "'. .)" .," - , , � "' - . . .. .i,,�� "' i,]*,*.'----�'--., .�, , .... . .......'N '.'�:�� - �. � , , , .. . ..i::..:��;�i:..'.��:::.::.�:".",,�.:'.'�......�-, .�.' '.."..��, , __,I ." ,;,. , 1�1, " . . .......��:,, -.-"",,/-:::- -...... - . (�,�,.-, , '. - ... .- ................... , ...,: ,>;i I - ..............', ::�:j:j:�:j:i:i"�,,,,.,�,,,�i�:;:::;,:"":;:�, �::��.:�:1.;::,:::::i.::.:.::-�;::�.,��....,.'...,��,��.�:,��..�:1.1'.1.�ii�iii.,,$�.-,:�........_X;i......:..:;:1�,:i�.::::: !::.�:��:�-i�g:;-:..�..5f .., - - . I :.... - I �.........;:j:�:�:j;�::;�i��z ,, , , ......�..............1111,1......M:�:i. .. .�. ..�.._. .�,',_ - ;.."b- -,� 11 � ,;<�' �. .. , - .;. � ........... -*,i:;i:::::�i$ ; �. ,:.,..........:.:.:.:.:...;.:.;.:;��".;;5�, .j%_'. ,;i. ,-. .- . . , .--,...-.,..�i�l!i. � z � .......� / . ��, �:�� ,"..... 11 , 'P., .,�i"�_ .�..,. _; .......� __ ,....."- : :,.__ , _�. .-�.-,: �'f-"�._,,-_ , ,, .. . - "" � ., . _- - - "�,- - , %_,,� .. 1--_ " " ALLOWED TO LEAVE THE SITE UNDER CONSTRUCTION. ��......_._ :�:*:`---, ."., �-,,,., I ,"'. , , , _ . ;_ - _.::V_ � * ....,., ..- -i, ;� " . ..,. .;4,�� " ,� " � , .�:,�, ;'.:, :%, , s.� __ .". , �'. , �.�. , .:f �, ", f .1. Z, , " , '., I,/ .- 11 � . , ,,<, W:, .i I ::'�;-!�..., . -11�1`1-1'1�1�1_ i,�,_,� . . " � .11 -.�1.1-1'111'. , .. . , � � - , -, - . I 1: ,�::.:::�. � �f"1Z.-.1--:1�;` _ _ - - , I . �,�, ,i.I �:j�-i:; .........�'.-:- ��<� ...-:...:........... .. H; B. SITE CONDITIONS&ACTIVITIES NARRATIVE: www.cphcorp.com , *** . ,,, , �� ." %z .................._ , :,'.�H`.% / Ii �.e ..."._.. 1�1� 1,�- �' i� �.�.�11....::.. , �"i�� ".. .1 �'. I— .? I ��:, , -!.� .. '........ --- . . - Y. .. `;`."..- ... . ..... .11 - .. ..... __._� :1,1� `� ._��.;11.1..�.:��,i.....�.... � _�. :.:.. .. .;:.--� 1_',�.,'<_-`-_�.'�:- -�:l ... .: . . . .I �, - , , � � ,, , � - . I " , . !'.'!,,,i . " � '. � ""' - I ;, " . . Pl-��,,A, //, -�.,- I - - ,:_. . , I—- :i:i'. _"__�� .I,--,'.. , � '.....,,,.-�-, .....:...'�r �.:/,�': ,u - 11 �.. , _: :;;............. ; L_�.�..�.��.....�,�'� -1--.__1---1.-1....... -1 - , . . - . , . I .1 1111111-1............. �. "i .."111-11- - . * 1:. I . , *: . 1, .:� � ` >,". .1 . � �7� , , - ". - .,..�.� THE EXISTING CONDITION OF THE SITE IS DEVELOPED WITH AN EXISTING McDONALD'S ... _'.. 11�.:,,,-�::i�.Z� ., - . � � `-�-.*U ..........,..n.....p ,., .',-.i,-,,-.'_-,.. .....:� I � : . .:_ .. , :. .. , �---------�,.--.�,i........... - I � �, .:.....I..... �__I -,�.T� �'.. '..- >-.�16�1 �111 �-.;.!:i ...1--1---1'/ _:`t.` __=� ., - � . , ,..--;-_-.-TT , ,,*', ..`�_��-;'_, : .".- B. AS REQUIRED AFTER COMPLETION OF CONSTRUCTION, BARE EARTH AREAS SHALL BE ..., . , , ,, 1 �--- . . . ..". , ... ��**i�i�ijiKi::,. '.�, - .�j- .1 . / .If 11.--,...-. .1 . , - .. -�,, "�_ _�_�,-,_ .1 , ,,, 11. i � - __ . ---",- 4�� . , ,��,47711 *,".." I � .1 N j/:gga "..';,11 '.."... ' . , �'..,""..., ..". .., i�� il��_ , .. , ". .._._ 1� , ............ , i,-!,:,,.'_�d I " -,�,. -.. . ;�*"11�,,i* , -, .*� .-.I'-", %, RESTAURANT.THE SITE WILL REMAIN AT APPROXIMATELY THE SAME GRADE AND HAVE I VEGETATED. - � -$ � I ,-, � ,"'; III- , .:;::j:� .;.. -...j- �"? " _.. . �'".""' �....." _ ': _-___1!..._ , , A Full Service ._ _. . - --- _-_ - '..... ".. . I -: , . . . , ,�_,�� _'.f..� _1 X, .. 11. I _1� . ;g�"zl-,;-- . "� ,.,.,.-,- ------- - ,�, S. .. ... , .1--'.1-.' : : - , .,� ,i� .......... I '_ j .',"*� :r� _ �,� - , - . . I..."; 11 , � .- _'. . ,* --- _.. . �', 4�� ,;�, , .---1 - . 1, " ....V1 , ,:`� *_ ,.''.. . NO MAJOR EFFECT ON ABUTTING PROPERTIES. - . I . - -._-.._.,- :: .1............._,__.�."_._ 1� I � . ... ! � I I " �:, _ ,�...�......:::..: :, T - �, "'Q`. ............,-�� , _. � , ,__. �c___,D(L' I—-........._._.:d._:::... .- ,;.',-..--4-�-----* � 1"�,--- . _- _ I , , '. ." -, - , I.. ..<� ... I .. I— I � I 1."i., ., " � � � � - 1,,,�.�-��:-* . __...".. - �: - ........I...___............ � '. , , ., .: ... 11.1 .� �'i 'i.. .11. . I .:. .. ..*1 IF7" - - ____ I 5 �, i .... ---I—-..................__i, � , ". 111? ,�.................. :� " �� . ,: , , i .". ,......L . ��, ..": . ,:� � - _- �?-__ .� �� ,'� . ,��.,.-.',' 1:P..- �� .1 .1- C. AT ANY TIME BOTH DURING AND AFTER SITE CONSTRUCTION THAT WATERING AND/OIR . . . ..�. � ': li%� ,,,�-�,, ,r .. ... I ,_ . .. A & E Firm . ...... ....... , ...'..": , . I ", �,,- . . .-,?;;�: . .i . , .1 A, ., �...:`.......:1.1-1 � " -�.� , ,, "_ ." . I - -� , I , _� l .� ,---.,- -,, � . . - "' * ''I "I , % , :*:ii 6 � ...�*��ii�:�:.� . I . -, .,�; __Xxi�i�iii�i��,:. - .. '. .. 11 V I I I ,I. .".*`..-..-..,,:�� . .. � ."..: ....... , i�:�� 1�1..'.�1,.. � " I :. �,,,` ....... -, ,�.,.-�:�;'�� . 1� I I 1". "; .�., " t... ,7p-,,,,i,-.'._, . _1_k; . WETLANDS/BUFFERS .., -iji:�]�.,:; .- .,,., 1 , ..,�,j :�...... . . . 1, -:"iv" ". ---:� . ..... . `--�:'_f` ..'...'..." j VEGETATION ARE NOT EFFECTIVE IN CONTROLLING WIND EROSION AND/OR . * ". 11 '. , " I , ;. :, . ' . , ik �--j ,.,�. , �,� . . 1, . ` - , ,::,:.- I ...�� ,;....;.:iiii�z �:i�.. .�. c.,...-,.- ,� ." _.. .- 1.-,��,I . 1 : 1. � 1'� I.. � �. r_ __" I .. .. � ., `:, -----� .,i$I, 1. , . .., �� ,:i,:��,-r �_ . I I . NO WETLANDS OR BUFFERS ARE ASSOCIATED WITH THIS PROJECT . : TRANSPORT OF FUGITIVE DUST,OTHER METHODS AS ARE NECESSARY FOR SUCH ,�',-i�.i.i�� - i:"-.,:"ri�.j:--�- . :, 4 M.E. s., 1:��' .:, ,.:.�,,,�, ", . . __. ., I _ , . ... , . c : I � " � �. . .�, . .':.,::� ,.:-, '. � . , . . ,:,i�...�,.�'-,:..]:I�-..:::....�I �,�i�i� I. Architects . , I . , ...... 4._' .� .., ..", *�.,.%! �, :�- , ,-�� . ,,�.,�:,�, .. _ ,::;%',� . :..,. , ,I �. x""', - ......'... _. "i" , ; .1�1 � � � ','.�" , "'..._-, .,\ 6�_ - ___. - - __ __ .--- ;-1;.` . .� ;�� -: , I �i�ii . 1. . ..g.,-'�-;i-,.,;"', - - � '?.., :A- '... I :- � �,' �.., � ;**i;"-, i; "�1_�., " %, "'..." ��:,_ . : � 'A I I.."...11 _ :�:�, I , , " , , "' `- .... �. I. . "I --i ", .... ... *. - ""' , . - ., . . .. ...I I ql - - . - . 1.[.� � . - Engineers 1, `-.e, . .,...... ., _. __ ...... . ..:,,-, � . I....... - I 1� ,,,�v,,, ... . , , ':A -.--. - 8_�.,__�_.I. V,�"-,. ;.',,i ,,:�.j-,��: ."T. :.::�.._ .. I .. , ., i CONTROL SHALL BE EMPLOYED.THESE METHODS MAY INCLUDE ERECTION OF DUST , , :, � - ------:. ::.......::�_.----.'i.-,-----,' `.,---.-,---,------'-- ii:�;,.*_,.--,e,�� ,:'.-,.') .. .. . _7�1. -1 - --- - .....I :."..� . �� ., ��., ._ ., i, ,_ ," ...I __ -, ** :. ,. . : : ,: 7 ., . ..1._,.::."...-...-,-. ... ... I 1. - , '. .-.,. :.' ' '.. ,. " . � ,�:X,� .1 . 11 ., _. .. . _11-1 ..- . 11 1,.�'�, I :, 1! 1� . '... -- PLANINTENT CONTROL FENCES. IF REQUIRED, DUST CONTROL FENCES SHALL BE CONSTRUCTED IN . . 11 . -- ,�:� :;;., "'.,,�:.`:�-,,,-:. !��..,.,,�� ,., ,. , � . ? , ,::.,.:, 111 -:�:i�. 11:1.1. ;. ;:. , ,:::.:..::, " . o .11, I " .;�%,��:,.:: ': , * '. � I- -.1...1. .. . '. �:,� - , ... � .. :�<i..i. ,:�., �. �.. '. :,,� :� I "'.-.-'�-� "..-, ,,.;;:...."',. I � " . :;. . Environmental I ��i��--� `*... 1 ._-i, I.' , 11 � . � .,...,.,. ,� . M.E. \ .. _ I ,,.,.,.,.,.,.,.,..................... .� � -�, - _ . ........W � ' �," .,-'-� 1. :, I � ,:.."'. ** - "' �- - THE INTENT OF THIS PLAN IS TO PREVENT THE RELEASE OF SOILS,TRASH,CHEMICALS, ACCORDANCE WITH THE DETAIL FOR A SILT FENCE EXCEPT THE MINIMUM HEIGHT I—- . , 11 - _'. . I : .:jl ,' . . . . , � :� ` "' .1 ,I - - .- , - I 1. ..'', � - - , , . . ". -��:�. ""' , , "' I . . , �, �.".., , 8.38± , M.E. .1 ,I , ,: �., : ,.. ........ " I ; "I 1� _ , . , - . ��, . : , I................ .� � - . . - � � , .. . I . 11- ': I : ., , - - 11.1111 , 1, ". .1 III, " :_w_'- I I . _.1 .1... . ., ... . I, .. -�: , - - 4 . r 8. t,,.: , I --_,.-1/1P 'I', . . - 1-". SHALL BE 4 FEET. il ` 1 � -11 '..."I'X ."I O.. -1,-1.1�_,:1: I � - . ". , , , ,:. J:�3 ........ .1. . , � :� .� . .. � . ,� .. .......... � I 'I". '..... -_ t ... , I 7��,� . .1,11 .1.......�-.",'.�, 1__. . �.: .. , . - .,�, 111.-.11-1111 -11 TOXINS AND OTHER POLLUTANTS, BY WATER,AIR,VEHICLE TRANSPORT OR OTHER , Landscape Architects � ., � 17777 .. .% 8. , . . .: :. - -1111111-e ,i, 5.i--.'�'--'i : " �, 1 'x-4 . . 11.. 6 ,.'. " , - , �, , " �* ;: , ,, -, I... - ��. I'll, .* ': � , , , x�, I �.. , - .. - .. , _;,� ..".", - " . I 1, - .1 :::::1:1 I I . . . .. .." ...., "�, , . , : ""Ill" 4 . I..1 . � * " ` ; I, , ':._;6.-:;, , .. 1k. ... . . �_ - ., ., ': .,:. -.,. -,.". M / E/ P I.; : : 1 , - I ..11:1 I I -4 ' . , , I 1 .. I � . 11.� '*%:'4�: _x.,".1-1 MEANS THAT CAN IMPACT STORM WATER QUALITY. THE CONTRACTOR SHALL ENSURE : ' ' ' , I ....�I—_ �1- 1. .1 , * .1 .... I t, :, �`��".,�,:.: . I -,. ,i`,,'. I'' - .. .:..;_. - ./ "I . ,:_ 8 80,- 4 -'VA. �,,.: " "'.. � - I I . . ___ GFRAPHIC SCALE . 4 ;1,-; - ...:.. *_ I -.. ..:* . il i<,� , : .'. . i-I :. -,.-,. ..", ��, . I . �.:� . _��:'-�- I : ; .1 .1111,11,11 , � I 11 : . - . �' 11- , i . ."Z.- � , ,_, ': _. WASTE MANAG 9*5 . ,".. " THAT THE BMP'S ARE INSTALLED AND THE EXECUTION OF THE WORK IS PERFORMED TO EMENT Planners - 1. . -:j" .:,; ,��, H 1, . - . :::: :_::, ... , .1. % I ,. . , - i _11.. � ' ' . , I : 11 : : i�.-. "Ill,�: - I'll, 1. 1";-`;,.,-:: ``"I I , ... i �."�- , � � .. I. ., . '' �4 . I ' P ".. '. -.- , , - :."��:.'_:�.�'.---,. .,- .. ,., . . LA. THE CONTRACTOR SHALL ENSURE THAT ALL WASTE AND DEBRIS ARE MANAGED " . -, f / . .11, "' - ,, . ... : "`�>,,.>.�' � I . z, : � --.� ...... :I,,. I `.1'1'11.�.,�' ,�4 ....." - - I .� .:,ii�� , MEET THE INTENT OF APPLICABLE LAWS,REGULATIONS AND THIS PLAN. ! . , I ....... / ". ,� � , ,".", - - ,� : , 'i. / � :,::::: .1 11�% M ...i: 2 ..", ,� ., .. -�:,. .-.��..., - , - - : �, �', ::�� I 10, .'.'.'.*.*.'.*.-- :, ., . � :_.,*��i`�% : 0 10 20 40 Structural I ; " /111: a � ........... .... . .1�1; "',,',,.'.&.'.L......-III.--......___,,..;_..�:..,-.,,�,�;-'-.��-'.-.-;-.';--..:..:�-�...:.:...�:.:.:.-..:...:.".:..:".:;.-I.:.... . �: _", , .. 7........7.1.7.1.7.. -.1".11 ,,............. . - ,. . DAILY SUCH THAT THEY WILL NOT IMPACT STORMWATER OR LEAVE THE PERMITTED AREA, : � ,I - I . ....=.*.,.,.*........7.1.7.1.7... -8,75- . : . ! /:��i�11 - , � I I I I s I :::: 9.75 ..*.*.,.*.,.,.,.*.,.,.,.,.,.,.1.1.1.*.,.*.*.*.'.*.*.*.'.,.*.*.'.*.*.'.*.*.*.*.*.'.'.', X I i : . � I ; "I", N,f r *":� I I I AND DISPOSED OF PROPERLY IN ACCORDANCE WITH APPLICABLE STATE, LOCAL AND Surveyors : .- _ , . i � " I --.-, :==.,.,.*.*.,.,.*.,.,.,.,.,.,.,.'.*.'.'.*.'.*.'.*.*.'.'.*.*.*.".*- ". . �.- � 1 � - GENERAL NOTES �::�::, � ............................................ :,.- , , �,.,, -i.--.� : -,,.,,�,i� mrr�! -_ . : ,I ..�1':: . '.14 ...................................................................... , 11. .1 , K : , : �r- 1 � ; .�)./t, . . ,., � i � :1.1 ,, , :8.901±` .11, �t i P� .T "" I - .....7.7.......�............................. ��x '.. . 1 1"".."..-.." : � FEDERAL REGULATIONS. : ... � � ,,.. __ , - - i - A. AN ENVIRONMENTAL RESOURCE PERMIT IS NOT AVAILABLE FOR THIS SITE DUE TO Traffic/Transportation � -, -11�� I- . : ,�"/ , �'�), - 4 . - ,� . : � . '* e�� '. �___ ...�- ............_..., I r, M.E. : , .. : � � . - ,I ,,�� .. � , ,,"'. , ... .. 1 INCH=20 FEET , �-b ". . . - w�; ., ,�.',, 1� ..... , .. .. 1, ; i .._'...., 1 , : ... . - , I'll. I , _�..�_ I, I . , -, : � I .........I--.......__.. ..- -1 _- . . .� ORIGINAL DEVELOPMENT BEING BUILT PRIOR TO PERMITTING RULES. �i� " - ,,�.,�i'� .�-:*,1� . ��..., � " � I I . . I , .� _.,111.I. , $,- 1... Ii...� '4., , .. . � I : ,� ,.".�,Ss� .... -1.11...... "I ,, . , , A . , " � ... I I : ...... .�". �__ . : �� .. , - 8.95± ._, . , 1., ,,,,,, � .: . . .. . .. .I .." ...-_*-� � . , ...... . . -. . .,; � B. THE CONTRACTOR SHALL ENSURE THAT ALL CHEMICALS,OILS, FUELS, HAZARDOUS : "I -1. .. -ill� - - � 4 ._�,�. 1, . �AdU- ,�-, - .�!�%,:,!�,_:,.. '. - i. ,, . . I . 4 ; �, -*1� 4 Offices in: 11 : .�" - , 01� i .- ..._ . � - I " �� .30 1 . � '..; �1, -.�,.:. I , -�i�-*;:::::, � ii ". 1.1�1.?.....,. ME ,,,,* n . . I .., I � . ,..,.�1, '-11 .:;�.`::% 1 li, , , .� M.E. . "I : :: -,., 1- . V -.111. ,�. , ` I _ -,*.,"';*;" , -, :: , :,��i%i,* - . '. I ." :: ..I , ., , /I - - : DISPOSED OF IN ACCORDANCE WITH APPLICABLE STATE, LOCAL AND FEDERAL . __�.: i... �.i ..., a'. I I .,ii. e_ � 1. � . `x 11 :� I . - .", . ; I", ...- -�-,." 11 i .. - �11 .11 W_ -., . .. . I , . i "' 11 ii-,�,,b :� -i, _::�i::� .---`, .-- , "',.-,` -'.'��-,. I � ,.---��.- - B. WHERE PRACTICAL, STORMWATER SHALL BE CONVEYED BY SWALES. SWALES SHALL BE WASTE, UNIVERSAL WASTE AND TOXIC SUBSTANCES ARE PROPERLY MANAGED AND .* : .1" .. I " - - : �11_ "-1 � ,`-� q4s+ . .� 'd __ I k� CONSTRUCTED AS SHOWN ON PLANS. *Florida '.�� :i. P . ._,�::>;. .I 1� " `I -,- :1- * : V; �._. ,',i1;VA.-.-:,-, " - %"'.- . ..,�., .. .... ,- ".. ....."11111"...-.........:,2"11." . ... �.__ ._ ----- : REGULATIONS. THE CONTRACTOR SHALL ENSURE THAT WASTE 13 NOT DISCHARGED , " : : I ..1. ...; ..; `-:'.�;:. ". . .1 ".-ii�, i-�,;::-"*-�".",::: W ! : �_. . 1 1. f�n.'11 i i,...,,�!.,.,�,,,,�,.,::.,,,.;...,".,.:..,:�.�..............�11111. : , 11 " ,-��i;:jx: . ".. , � " -1 :-:,,� .-- - .� . .. ...% .. I W .�.. ...., ]. . .. , ..;,. � .,:..1,:, .., '11" i:;;:11� fi, ,,,�-��: .. �, � � ; ., , . � � .. ; . , :. - ,,, , '.. - I : � � 11 ,� '' I .�.:;- ,. . .-:,i:,X'-, -", .�, , ,',� .. �, :,1.1 -- 1�1 . ", _ . 1, ,-.-.-.,.-.,.-.,.�...�.......�...�.�.�....iw.... ,�, -i,., i - . C� EROSION CONTROL MEASURES SHALL BE EMPLOYED TO MINIMIZE TURBIDITY OF 9 Puerto Rico , 1, � � - . .i� d ---,, - .d.. ..............If _� I ",.'?,.�,' 1-�::: ":::�:-�,,"/�� / I I :r I .-11__.. �:�- .1 . I � .. ,..� FROM THE SITE,AND DOES NOT IMPACT STORMWATER OR GROUNDWATER. :: � ��,,, , . . I ",_. , _,,"... Z,`>�;'-.),,.,'��'i -`.,`�".X, ��,,'� I � I ,� . . � -�,_'.: N�k � -11 : 'Fll '..,-,-- ,,.-::��';��.�,� ,.,.,',I, ., r%- ".. .,i...1'. . I . W ,"X -.1." ,_�,..........-11-...�..........__.... . ��/�;'b',�',,,.'.,�,-,,, -111, li'.;....� ; ,., I... : . . , . SURFACE WATERS LOCATED DOWNSTREAM OF ANY CONSTRUCTION ACTIVITY.WHILE I : . I ��`w -1 . I I 1, 9 Connecticut 1, -, X 0, ;: : � , , . _ ,., �, 'C:;��;i,-7 �',"I I ... ... 11, � ,,.' I � -, "-` ,'.,,�<,�ew._; " ." - -- - I , �,� '. . I LEGEND �' . I 1 7 , .. . : ; " tC. THE CONTRACTOR SHALL PROVIDE APPROPRIATE AND ADEQUATE WASHOUT FACILITIES *.-' "", ; ; THE VARIOUS MEASURES REQUIRED WILL BE SITE SPECIFIC,THEY SHALL BE I ; � - :��.�;,:�:�1�: , � , ; ...,I , tl.lfu . 1 9.35 ,��-". "..-, �� ;.. ; - - � _�� - -- ------ - ..-'i ;�,.... ;;::��0 ... -�� .. - '.�_, :�:_.... ;_ , !, ".... - V.,�:�:":: , : , I . ... .. � . .. ': � ,,.1;q . . ,9 ! � ;i`51' :;;�,� i I, .� .. ��; 1,.1,11 -11 ,?, __ _,,: - : � - : "',...:: ._ �;.V,w � " I 02i��,�� .1 :',�;"�, I - �.. :�.. � .. . I � ; I ,��ii*-�i:;�:�;�:��:,.. �0 -- I .. I � ij,"., .,;, -�� - Xi... , .. f,,I.,'. . , i".i'."',mii�' � : . ,, . ... . "I', .. .., ,:. � : 11: � � ..__ . I -. .. ..:.;. .� . : ; . . : ... I --.- .. *I �*��'.,��'., �1>11 : I . , �., . "'.."", ..:.:. :; TO ENSURE THAT CHEMICALS AND WASTE IS NOT DISCHARGED FROM THE SITE,AND DO I -- � ,' , -.- - 1�� I..........;;;.;:.:;......................;'. 9 5 ..". . � : , DIRECTION OF FLOW EMPLOYED AS NEEDED IN ACCORDANCE WITH THE FOLLOWING: I �,�;j � . ,�.,.�-.A, �X,i��:! .� /'. , ;�_11, ,-,;.;, _I................... .8 .::.- " , "I" ; 9 Maryland � , , i�::,:, ;; . ± -�*::*-� I. ,,>, 11� : .. ,,�,,`,. � -I f�?_ - ... t `.' I 11 t % , ; ->'�, . ,%.,, All � I ,� ..'.. � .. ; � .::.�, , % ; I I : il ', - ;,..i,1 ::,.:-,�I , i -I...... - - . I - ; : ; 'X -'111 I .:.;`: - � ..�...I; A : : - . �: 1�%.. ,� -"_.,,-1 ,;;�, . ;� ."... I,.1 :-,�,- ",/;, i _;,�� : �:i ....., lvi.r_ ,....'_ -1�"' 1, . �b 'A � NOT IMPACT STORMWATER OR GROUNDWATER. (E.G.CONCRIETE/MASONRY WASHOUT, 9 Texas ': ..;��. � .. .�--�`,- � 1- . �'.`,��- i i 1 H.P. I I . ., . .,... i ; , , .,. %.1 - - - - " � . . ,� ' , -, -I...., � 1, � � .. i� .11 11 � - - , , , , ,�� 11:I. : ,�, -------`�`1, , ; : e, � � ' I.;,: � -,:i:....... ; 11, � �,'.. ..,�:.-..�,"I "�. I .. , ii �* �� PROPOSED HIGH POINT 1. IN GENERAL, EROSION SHALL BE CONTROLLED AT THE FURTHEST PRACTICAL Al .. � �.,:.p j*, . . � I I 1� i .. ,�, � I ; � ; P NT WASHOUT, EIFS, ETC.) THE CONTRACTOR SHALL CLEAN UP SPILLS PROMPTLY '" �-'-.�,�;;.'i :...;��.-�-. � ; "'... ,. ..",-I.." , � .1 :, � :1 ; ; 111;� I.. ,: , :1, �....... < - � ; - - :*1.,*,P . ...." . �I.,� : I;- I: 5....':�: � I ___ ,�.!,.�..`� ..., ,%, �.', . ;�- :A.>:.*- : _. - , I .., *?." i� ,�--,,-,,�,�,�:�: 11- li�:;11 i i ; ; AND ENSURE THAT WASHOUT AREAS ARE PROPERLY MAINTAINED TO PROVIDE . 41 .P. , , , .. _� � .. - , I 11 I `. i ; ., -,:��;:,-,K. , ! UPSTREAM LOCATION. � : ..1.� 1, : -- 1 ��,,�r`� ?�,--;,�$::.,�!": fflv'E ' ��R ;I ! .f.,'.'�,,_�--.,:...-,,,; 1,:- �--��--�l �.. ! :-,� - - ,� : **" ,, I . 1....� ; �1� ,t"%1�".J .I 1,I� ;,. - " ___ ". , , fl," : , � , - . ,�. "., , " I .. - :,�'.... , . . I ..., �1, \'�,'z� I " �, � � I ` ` 'If," , _ A 11 ' :x �,� i-"*i$),:: , - �E i, �'� � � ADEQUATE VOLUME TO PREVENT OVERFLOW. \ --) - .:�' ., .,.,. ,. !`._!. !�� * ,-, ."'.. 1...� 1�:,.i.. ...'�,�,", I . . .11 �i� - , ; _, I I , � .::., � ... ��, :...... 1; -I I-I i- " :Et i� - , � , �..,-:�i?',�:-, ., ,� ..:i � � ,11 , ,,- .,.*. 11-1 I.". ,,,,, ; 1�:, �*1*111,11-.� I LIMITS OF DISTURBANCE 11. NEW AND EXISTING STORMWATER INLETS AND OUTFALL STRUCTURES SHALL BE ., ;; ..%I.-. �.z 1 � 1:., - I .,., .. ,;.: ! .._� '," .., � I __ '11 .*-..1* *-*-' ; -,,��:- : H �� - . ,_�.Ic, // C_ - I I/-'� .1 .1 _ , ... ----�::�.�i�!�!--.-, ,,".-`i!:!:!:.� .,`!�!i]i�.,,-....:::� .1... ,�,c�-..: �o ; I -�E : I , . � � � IN " _.,_ .... ". . . ��,',.,..4.............. 2. . ""'.11 . C ; � 11 - ..if.',��$:,,:*;�,� 1 i PROTECTED DURING CONSTRUCTION. PROTECTION MEASURES SHALL BE EMPLOYED " /"C,Q ; ,; ,>.: , ... .,', ,"..". .� ' . - . E I : �., . . , - - !. ..1....i..."I'll,................�, �.�,--,, i!:!%.,�-.:,i--,-,., -,`!:�-,'-,'-,! : 1;� : ,, ,,\',�� I . ; - . , ,� _. . . . .... 1, �. -.".'. . i;.> . --.1- ,,�� I ,'. I X, . ....,,, I. _.__ . ;.�., .,.>,�,'�*,:-::*�1*,i 1, 11 '. � -,� , ,ol . .a I .� ....... , : , , . i, �% "'i ,�.�. ... ..... . .: , 1. , ,? � : .�. , -:,:,��? -) . � :11 �, 1-p. , � . . .�;.-.�.i, ; � .�;�.. . �I,�, ,., ._, �; :", " ..."..i.,",i - * i ; ."...', � ...?,. � , ,-'�:..1.i............................---1,, , IMMEDIATELY AS REQUIRED DURING THE VARIOUS STAGES OF CONSTRUCTION. 1 , � ,' . ,. . . , � - . � . 1; , I � � ('A I ..... ,�,>., �-�`/Y*,*)V�.' ,:.,.-. 1; ; '. _:%A, PERMANENT SEEDING/VEGETATION D. THE CONTRACTOR SHALL PROVIDE ADEQUATE SANITARY FACILITIES FOR SITE W � -_ , I....*. .; . . I I I I ...". , , "I . . " .. � -- , ...-I . . . .. ` .. . ., 5:,.,;,� : ; f�- � I ,_P�1 i I �� i ,- 1, I � ,:!�� \�- �1111-.K ", - . . _15�� - � .11 .. -- - , �, - '.7:,1 _, .:._.U:*:� i, 111. PERIMETER EROSION CONTROL DEVICES SHALL REMAIN IN PLACE UNTIL FINAL SITE [L�1'- -.., ,, ,�, F, ,,,.-L - " I _- - --'�'5_';�"` .. ...........1-__-, , .., " - ` �.,�H,--.-- I ....1.I... ; : i ,,..,".1 :��(�;, -� 3 ..".....7Z. �� ,�;",.�< _,",_ ., ,_ m-_- .� ,_*',.,,-.,� , � I , ,2 , � ., 1 .� ..- : :,..�... - ,.. ,. , - . I ; ; '. , , - -- e�1'11�-. .. ; I q. ...:,7.7. . i ." :�_`;,--',�� : : 's --, � I . !f - I)_ , : -11 :al."'I'l�e'. : . I 1 � � � -jp � d,,,L;,. - " , : i -:.'I'll, .'___'.��', .:, ............o.�: ,,....,I ; STABILLZATION HAS BEEN ESTABLISHED DISPOSAL IN ACCORDANCE WITH APPLICABLE STATE, LOCAL AND FEDERAL " , � . - : �5 . I � ,.. � %`�,' ....":" -, : : C,0 ;ill - ., . 11" -.,'-,.',,',.:i..,..:!..-'i�,�,*i-',�,*�*,�:::: , . : 1 - SF - TEMPORARY SILT FENCE PERSONNEL, MAINTAIN THROUGHOUT CONSTRUCTION,AND PROVIDE FOR PROPER � , . _-, 1, :� ., - ; 11 ; ; i ... I �,:� ::.1. . �__� : - .. � :�� `.-3-'_`i*D . vi�� , AN : . . .,.:, �,".";," I: ::. P�,�!:,%: : 1 � I ,, ._ .��j: .,'�'�,,� , 985 'I.' I" ", : :7�, - " , j-, I - -I : �. � - . : 41148 : ,�p,,.-_- i - - .110 , '*,"" i : . : < �': 1,-:�, -i;'. . ; . : . ..�.. .. .1 -.1. M , " 6_?[-�� % , *I—I I., REGULATIONS. SANITARY FACILITIES SHALL BE PROPERLY SECURED TO PREVENT j - . . I �. ,. .. . I, .........,. ........ - - : : '�� _ . nsv I a,--..- : : : - � I , , -.41__ - ..", ." _ . , . .� I "I X- v_-r - ,, � , ; 1� _-M .. D. CLEARING AND GRUBBING OPERATIONS SHALL BE CONTROLLED SO AS TO MINIMIZE TIPPING. , r ,11 ;.�, , ; < ,0,7; ,� �'1�11.-* 6�'1-66 S ... - .1- , :H; �.?.'__,` ".-I......... I I , - - � , ,, . - i ; 1. __ . I : , ,: - " , , , ; . I ZI... , �. ".. , : :. ; I ', . . . ; i : I ,, ,: �$ ,:.'I I I : :. ! _ -, ,,, '� ;:.,.:.*I . ,�:,r, -'�,.;: . n, � . , .=,.,.,.".*.".*.,.,.*.*.*., �I - I PROPOSED INLET PROTECTION � � , , -�- , �I �. I � ...�:_,.:,� : : �� ""i .� -111 11 "I'll'' . .11 :',.- . . 1 i e� n,�,�,, " � I., I , .. _: � M I UNPROTECTED ERODIBLE AREAS EXPOSED TO WEATHER. GENERAL EROSION _; . � � I I :1�� . , I � I I _,".. ., i I - � .. ;, - .1 % �, , . . � 1."1,��,.��.':'.. �� 9.n , I �� ' , '!/�� . � .11 - � , '.J�'� - . - "I'll", I '... . - "I , CONTROL BMP'S SHALL BE EMPLOYED TO MINIMIZE SOIL EROSION AND OFF-SITE -- ,I�11�1 - I,:>', ,._ I : i I 'I', . . _,,� 111. 11 � � 0 E I ; . . - � .,,,�_ :, .1 4 ; : .- , ,� I - � - - - - � . i� I � .1. � "�, _`! -�, , M,=E , %_, ,__......____ . WHEN A SPILL OF REPORTABLE QUANTITIES IS DISCOVERED ON THE SITE,THE -1� .� .�, S ; , - : ::,:9,75:;::::-a,88k: :760± : \,, , I "._.,.%� i -'I-I ) � : : � _ I Uj U,� �.,� i ; ; . - M PROPOSED BARRICADE SEDIMENTATION. WHILE THE VARIOUS TECHNIQUES REQUIRED WILL BE SITE AND PLAN � CONTRACTOR SHALL CLEAN UP ALL SPILLED MATERIALS AND DISPOSE OF IN - � . _j", 1, - �,,�', , ; �*,�.'- .. , : - -M ., � , , ; i � . M , � ... ., ::::: , : I I 1. :e.�,. . , : ::: :�: 11-�.: :-� i.. I ��, "��- ,� . . : � . --- - - - - .... : "I'll, 11 � . � � 1� 1� I ,- I I _11 I I 11,111, 1 111. 11 , : , ; � j;�.., � I . , . . ....... : - .11 , I 111.1111,11 1\1 I , - , 0" , I'll . .1 .. - 11 -1 , ",� L) \, . - '". "I I'll ::11.1 11 �,� I,�I'll, 11 , :I, - ____-� , , , "�' : I : i � , - - ::i "I - I 11� .� 11 I, � \ � I". TO ANY CONSTRUCTION ACTIVITY. / I I I 11 - - .... , I "I'll- ' , '-d. , : I t , ., � .:� -� �,...,.,.-.",.,..,�-*-,,�!!:��:i�� ::�::::: .. _%: .:......... ........... SPECIFIC,THEY SHOULD BE EMPLOYED PRIOR -1", i � . I .. . - - - - _. ACCORDANCE WITH APPLICABLE LAWS AND REGULATIONS. THE CONTRACTOR SHALL � : ; . �� - , i . . I". 7. - - -_-_ -'-'-'- I �� , i� _ �_I . N$- H.**i .Z . �;,.;: ... _ - .. i"", :::: I_:...-� � . ,. , - , . - � ", : ,. �,�F� �"i��.,..::i��i:i::�"-INALD'S PARCEL �., -,I- ... :-11-1111 I. I , '_,_, I .." i� .........-.I.....111.1.1 ,- , �,� V,�" E:\ �� , ** * , - 5 I., - - - - - ...... .....1.1-1��, � �;i�-,,.:-:*::, \ 1.�,* . --,_ME. MATCH EXISTING PAVEMENT/CURB ... - - : , . . �, I - -I:_-- . "..".., - ,:�:�:: �:�:�:�, ;; NOTIFY THE APPROPRIATE AUTHORITIES IN ACCORDANCE WITH APPLICABLE LAWS AND � I - .... " - � ::: I , I . 'i I -1-1 I ., ' i7-11,1`..-...f I � -;. - - - 1: I I 1. I 1, 7 1 . , I I I , "'. , C11 - i::�: � 1, �� !; XX.XX-+ ELEVATION E. THE CONTRACTOR SHALL FURNISH, INSTALL PER THE SEQUENCE OF CONSTRUCTION, I REGULATIONS,THE OWNER AND PROJECT ENGINEER. THE CONTRACTOR SHALL RETAIN Ili! ,%�A, I ii-�.--.-..�-.- '..!.,_�.,-�?�_ : -,_ - - - ."In ,- : i.,�?11,, , V- _-, , : 11 I I'll � :; .,� : __ 1. .1 __ .. I- - - - - - - - - - ...... . � : ,; I � 11 t I \ , .6, 1 : :"I' 1\ A�., MAINTAIN AND SUBSEQUENTLY REMOVE,ALL NECESSARY TEMPORARY BMPS. THE I I . ...1. .i� -,�,., " % _f". "', .- - �' '. -.�;�:,-, I 1, 1 . I I I 1.11 , I'll , 1. "." I U ... � _ - - - � I -......I 11.111,1111 , "I � .. _1� , � � I 11 I -�I 1 X . . q, I','.,, '..,� . ..i� il "'.. - - i - - - -,0,7 : � I � � � I 4 3 � - :; � - !,,, . �:: � 1. "I ; �: I �'J""'�,,- - 3�f-"", ,5 I �0 I �: � .� I 11 - I : � ,�. - ".""i-i,�- � ,�:"!,,."f" i',;�, ��E,,*-,: � _ :,:, � 11 -, � "" , ,-%;� . li� _ f:v:� , , .. ;.:,-.--,.1,_1 - - - - : ," I . " ,� - ... :.1 i � - - - .. 1:1-9,20 1. 1111, -1 I., :: .", :..,:, .,;%� -,.1 � "" �. . I . ,�_:'...':_'. c�"I'lli", � -1.- - - - - - I I .:,::::1: �I %.._...... . 1111, " I'll", � .,,'. :: 3 -,, , CLEANUP INFORMATION AS WELL AS DISPOSAL MANIFESTS. I � �*"Iv .1 i� - ,:I .__.,... "I'll" I I �: . i i -,��-': / --1;.".�;;::� � .. .'-- -$I �.. i.. �. 4-11q.�A,�%" " :::,:":" ;:: Ill: ...... ___ . - , _2��.XX PROPOSED TOP OF CURB ELEV. CONTRACTOR WILL FURNISH AND INSTALL ALL NECESSARY PERMANENT BMPS. ... . '.__- � I , : ,:: ,, �. � I . ; -... '.. �. ; � . ; ,.,! -_ :_,%:,.,-..,,.;-.,..-. : i . � - - - - - - - - "I,�, "' 'N I., : �' -- �: 1 , 'i�� , ;,_;;;. I , � : ::::..::, I ........1. ,- , " - i . � - -__ ,,/ _ - � -P, ::: ''I'll , I.E. 11 ; � 1-1 ,.,�' 'I,.."". - - - - - - .. � I....... ..;"".., � , : I � : : ,� '...." A . ;:,;", ,:,:: � 1 , , � ___� � XXXX PROPOSED EDGE OF PVMT.ELEV. � I. � �, , . .. I.. . : _ - - :.:: _�. l: , ��,��, i 1: I— . .. I - - :.- - ;::, :::1, I ., F . . I I; 1,...:: : I; : . I ,; It - - - - --v�,-, I I � � : I 1. - " . � I :�.'�; . ____ - I $1 MATERIALS MANAGEMENT,AND EQUIPMENT STAGING AND MAINTENANCE .. -�!]�i�`......j.", f., �� ,,�".::�::%.".",.,..,:,..',"�� . 11 Al'.Ai-i"�`.-' �.,_V`I 1: I F. THE CONTRACTOR SHALL ADJUST,ADD OR MODIFY BMPS AS NECESSARY TO COMPLY ! 1 : % ?;,..";..--i,- . ",:::�,zi, t�qt I I I : " :., --f I '.-._� �� - . ;�:.e.,-, :915 , � � � : : ��-,),__..i,I:- . I :�: � il I -, 'IT COULD BE '?, 1 � , ., _ . . - - - - � -:.." :....... . : ;..,, � : �..;,�,**�* % :::�,ii-�; . - I i� - . .7 ��__ , - N:-��:� :... ..... _2�XX PROPOSED TOP OF SIDEWALK ELEV. A. EXCAVATED MATERIAL SHALL NOT BE DEPOSITED IN LOCATIONS WHERE >% 1. . I .-.;, � : , .i, ., - , * " -, ? � 9�.o I I ; : I ,� ."'...":�iii;;,,..:�::*:_. '. . -..'-.. `.,,,*"', "��G .'...If,..� � _ � ,� i � . �__�_;J� W � .1. I 1. � : �Ir. , .. , * 11 I , WITH THE INTENT OF THE PLAN FOR NO ADDITIONAL COMPENSATION. THE WASHED AWAY BY HIGH WATER OR STORM WATER RUNOFF. STOCKPILED MATERIAL C0 !I � 1 ... --�.11 , . �,? ; � i :1 '."' �-;',�-,.��.,i::::�:j:l�j�j��i!�::::: �: -.1 1. .� .. '3� 989 � .. . I I If :i�.J,�:_:� 8-9j .,...-.-.' I'll, ; 1 �, .:;��f_ , , , , ,I : ; .r. .4 � -i]ii:��]i�:�`.. . I � !::,� � � ,�:� i ]� :.�7f.�, � �,_ ,-. . �.. .i:��i: : I ". "I ,,.'', � L :: CONTRACTOR SHALL CONSULT WITH THE CEC PRIOR TO ADJUSTING,ADDING OR � I I��., I , : I I , , , -, - "" :- _�_ - 11.1 -1 I � .1 : : � SHALL BE COVERED OR ENCIRCLED WITH SEDIMENT CONTAINMENT DEVICES. � .., ! - " . . � . .11, �ill . -:" - -I -C :: I I q : I I'll I , . . .....; ,� ::, , I � �� :: MODIFYING BMPS THAT AFFECT THE HYDRAULICS OF THE SITE OR BEFORE ADDING I , ; i � : .,.. ,, ...., '." I- -� _ � � i ., ...�...;. 195 i.25 :]]]:::::*�: ��'��'��'1, I -,,� T,W. PROPOSED TOP OF WALL ELEV. .,:�.. A:: _')� .;., id.. - : - _, ::1: I � � , , - ......:1, - ___ ,: . - 1'�', I� - ; " (�) .1.10%N"'I.: , - , , , - , ..-:::� z>�.,! ; :,.",-; : " : - * I" , , , pill."R"", 9 92) : __O�_ I I I . � i � w 1-11111 ..:.:: i- '. � % � J..� !i�ii::,i 1 , ,�',* I ... q P�,,',,J, �, � :� I "", ; ., . � -j..i-'..i.' �.,-� ._",,�. ,1.,..q�.,','1.'. -' :, I'll, 11-1.. ?... 1.1.111. I . I. ]*- 11 .-,. 1.11 I., _,:_:�:-,..�I .: �. 1, ... . . , . 11 . I ,._� i",:":,.�.�.i,!......�:�:i:��;::,- , , � :, ; , .. _� . z* ... ,i:.i��*:�i;�� , ��i� 1,_ , PROPOSED FINISH GRADE ELEV BMPS NOT DETAILED IN THE SWPPP. 11 : I i :-- . . I...:......... F.G. . , _ I I.... . � .� ;i i.� � �� I , , . ". I , "I'll". , , i: 11 .. � - � I �i�:��-,:::��rS.- 1. :1.1 11 .,. , � � , 1 � ! : - - - , . i ,��1:�y (,, - "I - , :1,]]]�Z�:i.... . -,:"� _ � ;....I....... .,.,.;, .-'�!�::ii ;:ii�ii�i�:*K:i i , .. ... � I I B. HEAVY CONSTRUCTION EQUIPMENT PARKING AND MAINTENANCE AREAS SHALL BE 1�- .. I , .� . ..... - " I p . "'' I. . _', .E.. � , a . 11 '!� :��._,.: .�,,........ I -1 ...� - i I .. .: I � ., : . ,:11. , , ,:,.. � , � i . I I- 1-:11� F, . ,. ,,, M7T -1 `,ii --R�?� , ��:� _ 1, . . I I I i 7., 9.23± . ",.�, �,�iiii�V,,-i , 11 I _..., ..,...,..",,...-.�"=',',','.'.'.'.'.':'.'.'.'..�, - 1, ,: , ...". ...;I.- '.. . I.:X.-__..,-.111-1 1"....I I " , 1.� � � - , _ ::,.. V., . -, ,.".. .......,1.11... I � , I i] ` � � , _', - . :, -1:11" �; .1 .-Il"'.3" - .., I , . � J�:,!:.� rl I ., :,. I .�-.�, ;j, �� - ...... I , , '"', , , '"', , I �_,:. 1 .. il ;1�1, 1:1:::::::�,.-.,.��:-::.:.,��::,::,:"",.,"."I I , - ,e--1 i , i � A. ": ,�,,�_- :" .*'..�`..11---,�",-,...'�.'Ilf�-_�� . ..... . ------I -, i" - ; � " ll ::�.":_--"-: ;".* .,�'_ :� w,-...,,�, G. THE CONTRACTOR IS ADVISED THAT THE CONTRACT DRAWINGS ONLY INDICATE I J 11 : �� ,., i,! ;,:*::i* � ;, : - .. - ! -,;", I � I - , ,�;%�� . - - I , ---,,� ; � , - NOTE:SEE SHEET C-5 FOR INLET PROTECTION DETAILS. DESIGNED TO PREVENT OIL, GREASE,AND LUBRICANTS FROM ENTERING SITE X I I " ` , , ", .�. , .�, III DRAINAGE FEATURES INCLUDING STORMWATER COLLECTION AND TREATMENT I :: : �, *-,:�..i,.�� , .,::'..�� , .. 9.80 .7 . 1, �i.�.�, .n:�:� '. .. ,�, i,w .1%, .. _ �:, , 1, I - - W ., "I'll,"1.11.1'........�....'�,.,�..... 1-1-11. 1.111, �4 . : I. `�;" - ` -,, '�.- ," . i: - ... � .. ,. .1 1 I . .1111.1. 11 ��.'-,-,-- � , , I.".. - ---� � ��,i��:,i�� ,11 :_ - . _1�......I I 111-1-1...I..'' I , . . . � :: i .- ;�;.��: . - ..., I , , ., , . I ��r :::::::-,i:::::::,::::::: I :: -� / ...� . � I...., . .. ;:"i I I ,:::::.,:::::::::::::::: I EROSION, SEDIMENT,AND TURBIDITY CONTROLS AT LOCATIONS DETERMINED IN THE i; 1 .._ "�,� "; e , 1, ;: ,i� ,:: ! i::::,:��i"�i�iiii��,'.,..�".�.�.... ...� X 1�'. ... , I � ,z...:.".�.,.:"::,::::::::::::;::::::�I �I 11 M E : ..,-, !_�,e-.ki` i, - ..". I ,� SYSTEMS. CONTRACTORS SHALL PROVIDE BROAD DIKES OR SILT SCREENS AROUND, 4 - .. * I. 1�111 � :: I � . .. �'A : .�, I : . . ;�:� "' - -, > U.tj*:.:: , , : 1, �* � I 1.:�� .V*,..-:��:::*:--i:��..:i� "�� i�K-,�. .: 0.00 . "., I DESIGN PROCESS. HOWEVER, THE CONTRACTOR IS REQUIRED TO PROVIDE ANY I AND SEDIMENT SUMPS WITHIN, SUCH AREAS AS REQUIRED TO CONTAIN SPILLS OR OIL, , .� ` ; :, I . , .. I -.1 . � � I 0 , , - - � ;: � fl��-:.',-�,%. 'r� � i�;, ��iz;: t'..., I . 1 . : I .i � I I � .. .: : , . 1: I I - ` �, �* U,: 1,- ; . . :�,,,.711, 1 , � . , 5 ; ADDITIONAL CONTROLS NECESSARY TO PREVENT THE POSSIBILITY OF SILTING ANY - �.. , � - . - :-, I 'll - _ � .. I ,:,:,I �- - I'll if , � , �...... , I .1 - 9.3 ± '........ 1.,::1,:.-,*.ii : �, ::�_d�9v , I , GREASE, LUBRICANTS, OR OTHER CONTAMINANTS. CONTRACTOR SHALL HAVE , ,:��:,*.** � � :�� . 6. " : ',� , - _111.1........I � : - �� 1..: " .1 ; ; ADJACENT LOWLAND PARCEL OR RECEIVING WATER. -�:_ , 11� �, ..�:..4. f " "I....�:.__...... I , �, : I �,!>'"'.., , 985 �, ", i:-,.,* . I AVAILABLE,AND SHALL USE,ABSORBENT FILTER PADS TO CLEAN UP SPILLS :� " - - , .... I ;1 * , � ". ; i ;� ._�. ., � � , . .,.'..". � ,`. �-. , , I .1 - ,. . .1 I I—., I i . ... .. ,. .1 . _:,.. 11 . : , - ,:� ��_, � � " . i,-�,--_------i .;� , -$ 1 : " � ':..,-��, � I-,_�� , IMMEDIATELY AFTER ANY OCCURRENCE. . ; � fl '11z, � -1� I..'�, � � - . I .�]...- : ; , ;- I f_, .".�;.� _;5�', � I �` .�..,::. : , � : , i A i'T�.1:E ii �, :-. I ,, " , ... 9.89 9.75 �_ :'. �....>_ .?. ... : �`, H. EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO,OR AS .11 '..... I : - ...., 'ff?H`.:.,-, 9.25 � ., '� - i ". I-1/ - )��!-,.i�,:�:-:� � ...... .. . :-� . ��- � .... -, . , .... ... ; ..�... � , .... - - : - .... I A -.�,i�: ��. .. _.........� . - .I.- .11, 1 I....'.- i I : g:n&_ ij, > � - --- .1.....:i:.:i.,.:,.�.. ... .. ': "', ` . �, , .� �: I 1.".1."i :., . - _ ,�,: . _ I -.1 ... - - .1. ......�.0,; . `��, - ,.� I- 'ON ,, ; �_'.',,-'-,, _ .1 .1 M ---- - - - - - - -� 9.70 �, 11 , .. _?......... ::I ............ ............. J .,I..... , i.� :- : � �_ 1-.4-1.1" �, COM LYING WITH ALL EROSION , 1, L ME SURES SHO �ON THE PLANS.THE ....... ........ . ......... �I i ...,........i.. .I ;1 _ .."I'. - - - - - r� - X . "I; �. M.E. \ CH MICALS AR PROPERLY STORED, OUT OF T E WEATHER,AND USED IN 0 ... 11.1.1111 "' ...... 1; -- . I 6- k I � ;: "..., I : ��;--- 9.75 /,X, - - - ;� �1- , . ; I .1'.., .:. � - - - - f - ,::;�. :,-�.�� -�. , � � lt� "Il, EROSION CONTROL SYSTEM DESCRIBED WITHIN THE CONSTRUCTION DOCUMENTS ACCORDANCE WITH MANUFACTURIER'S RECOMMENDATIONS. THE CONTRACTOR SHALL .V) ". : " . - - ,I '. .. 8.62± ,F.];� ,I � i X, ... "' ql . .: '�.:- .. 1..-,-, f)A�` `� i SHOULD BE CONSIDERED TO REPRESENT THE MINIMUM ACCEPTABLE STANDARDS FOR `; .,.-. - - - - ,., , ; ENSURE THAT THESE PRODUCTS ARE USED IN SUCH A MANNER THAT WILL NOT > ; 11 .,...�,� -1. ::-�x`."�; ,. X 4 � . - - M.E. , -, ,..,�Ei�',"...'.. 11�1'_` . ; 1�., - I. ; �:�'-:x,,:a_____ .. : I (1) ..",�,.� .. - - = - "!�':,!! , , I ; ... ; I .......-K, " ,,,..,...."i�i � . . � - - I ��91 5±'i � �` '..;t'3' .�--,I-:-,"e.,�.......;�,::....%-�,%"I:...... - : THIS PROJECT.ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED � NEGATIVELY IMPACT STORMWATER, GROUNDWATER OR PROTECTED SPECIES. I . - 1'<,� - I ' . DEPENDENT UPON THE STAGE OF CONSTRUCTION,THE SEVERITY OF THE RAINFALL , 0� : -"', , ' ' "', - 11� - V � � �i I - ,.-,�:�,.,. I : .�, - - ............. X :-::_..11�A ..�.",:,:;' . ;; 11.1 I , , - : � ; 1, ; ",".. _'1_1.... ... , � . � � J-,.111-`--_?f1 � 11- I � _.----,�% �Vw I , " �_ , : I , ; � ii 1. , i- - ! .1 .V � ,�<,x',�,�-..i. J, 1'r, ..;*", " ...T"""',I " - \ _� �<...:' � ., SEQUENCE OF CONSTRUCTION EVENT ANWOR AS DEEMED NECESSARY AS A RESULT OF ON-SITE INSPECTIONS BY THE 'j D. THE CONTRACTOR SHALL ENSURE THAT ALL MATERIALS, EQUIPMENT, DEBRIS,WASTE, 1. : " : ..- . �, I . i. -1. ,."� :: � ��! �, ,:,i, -0 � .)...�.,I _�, ,..;...,�""I . � OWNER,THEIR REPRESENTATIVES,OR THE APPLICABLE JURISDICTIONAL AUTHORITIES. . � .1'.. --.�ir "" , - , � ;�:;; 1 1 1 I III- Se,%'�,I,i�,* E��! .. 1% .'..., j " \ �, ....""::�:" -1_1,`�� I"..�X �,�, i" ... -i'll � -,R� "I". I .. - .1 .... .1. 11 i. .." .1 I TRAILERS,AND OTHER SUPPORT RELATED ITEMS ARE CONTAINED WITHIN THE �-.ell; 1. � '.111 .,.�� .E.N�L9-7C) M.E;'�' .,.-",�... i��1:5:-,....... , "'., " I . THESE ADDITIONAL MEASURES(IF NEEDED)SHALL BE INSTALLE AT NO ADDITIONAL I-- �: .-,��,;, i ; � 1 9.70 :.:,;. ",.i` ,-:" " , 1.11,11.1 i � " -i , " N - ..,. " * I.,. 1, ,�� I 11-:" 1_�.- ��', THE CONTRACTOR SHALL FOLLOW THE SEQUENCE OF D -I - I.- I'll ,. I .i.. ,a ....::. �'.:-. , I , -" 'I " , , , , . . . . .", .'. �:�"t,�1 _; -, - COST TO THE OWNER. IT SHOULD BE NOTED THAT THE MEASURES IDENTIFIED ON THIS "; "; "; "; - ,_; - f�:�� 11 (3 � � � � ,. ,. ,. ,. . 9.05. . , "'i'_` � ., �� I ::,:!.,:, 9031 1 I..,. ...7. I. ,i_.�., ,,,, �- " f; " I ,",_;, � ,", ...'. .,.,I ; � CONSTRUCTION AS DESCRIBED BELOW. IF THE CONTRACTOR - i I � % . - ,�-- ."'.... I 1.11% I I " - --�`x '.�.�.,;.:;,", � �! 9.0q± �>, -'1111�11, A I'",,1, � PERMITTED LIMITS OF DISTURBANCE. THE CONTRACTOR SHALL ENSURE THAT THE � �; - -�,,�-f I-— ,9.2 Ou± -1 .I I�`,`,�,.I./ , i, , , , , , .. , . �I , , 1, ,'�"_,;, � � _- , * , : I *r.!" : , I . 11 - ----!.'_;1<1. , ., .. �... ..�:.' .,_ .,_ -,-- , i 1,, . i,. STORAGE AND USE OF SUCH ITEMS DOES NOT NEGATIVELY IMPACT STORMWATER OR ,, , , , , , , , ,, ,, ,, ,, ,, ,, ,, ,, , , , , , , , , ,� , , ,� ,� ,� ,� ,� , , , , , , � _ �i I,,_�,_; I il--"��"'�,i" � I ,,,,,�_, , ,�1 , - " . � , ..I., *::?.�,' ,:, , ...��,-. '�... ,... , , _i. .,, .., _, , , _ , I :1. - _; i�,'Y , 1�11`1'1 - ._:", i� ,�,11� 1� _ _,.., I 11 p I PLAN ARE ONLY SUGGESTED BEST MANAGEMENT PRACTICES(BMPS).THE , - , ..I.. I-.3 .... ,� I ....:: ....,`_j..�'�.,:� I , ,; . � � % , I , ... ;,.-- I �: ; : I ,.." 1.- I ;". .:, .. .......-'.'.. ..._,', '. ,_.., -, FINDS THAT THE SEQUENCE NEEDS TO BE MODIFIED,THE I GROUNDWATER. .�.:� � �:., - `' , `:�_'7;�......:�-,'-`:-,.1:., , .. , �' , "...., : I I. ,�," ,-� '. '...." .- ,�,P' z I .. I .--�,, , � �i �. I %. .,,.. I_., . .......:-..-.:-..--.::::�:��=---"'-':':':::-::- -.1, �, � ,i i;-, . ,'-'.�il ,.1. ...''. , , ., � , ,�;� I : . �;, * .. ` .1 ,-, 1.1.1.1-1.--............................ -�x:-��.�,,,. J � . ._._�, ".. : .... .11", � CONTRACTOR SHALL PROVIDE POLLUTION PREVENTION AND EROSION CONTROL :: _ ; I �, ",::.,. - ! � 1.� z .." �',' -, I �! . . .. ,:: .;",�, CONTRACTOR SHALL CONTACT THE CEC FOR FURTHER . - I � �; .11,11.1.. 11.�- �;,�, I I : : .. �:'%-,::,�` I : i ,-"" � ", -, -L� ..-1. 11 /.:, ': '_-�,.... ,:.� f," ,,. � ,�,�............. _ �,-.%.',%,��,,,--, "�,�r" .,,e . . . , ". ;,,,* 1, -4'-.;,- .X, �-',', ., _.... � 3 - ... .i ,.%� - / I .. MEASURES AS SPECIFIED IN FDOT INDEXES#1 00 THROUGH#1 02 AND AS NECESSARY ...... �........- � , DIRECTION. THE CONTRACTOR SHALL DISTURB ONLY THOSE . :::11 : :: - , , '1 , : ; - * " i - X, ;��* � ,�. OFFSITE VEHICLE TRACKING "' - , - : :: �� L........ _.. ..... - . - .:i7 ,�>;_',_ _., , � �.. ....., :, __ ....r. ," I ..., �. ,:.:1.1.1�* : :: .;,.X, .,.. :..--�. .. : ; I I . I FOR EACH SPECIFIC APPLICATION. IT IS THE CONTRACTOR'S ULTIMATE RESPONSIBILITY I ., -6%: : ; , 4, .", ; ...... ,;�ii, i . . : i _! 1 - - ,,�;', . ./�, � . . . � .... . i I AREAS NECESSARY TO INSTALL THE BMPS UNTIL DIRECTED IN THE �A. THE CONTRACTOR SHALL-ENSURE THAT THE CONSTRUCTION EXIT IS USED BY ALL r , � , I . '. , 'i � ..,- --: �_.:�.......r -LK_ � !i, �. �) .." : �X; '� I �-,._�'...-_ �-----�:� ��:,$-,,-,- , � I ., . . . kill % �., . r : .." , .- :. I., .; � : . . z " . : . .. L . 1: "*;?.,�-i- : : , - � ::.::�;�, ,-:1' i : .. f 1 . I � ,�'. I . _' . , � ,::,. . �, I � � - --.� , , I I � , : I _ � �, " . I 11 . .. �-,�., _.� . . / e.. ,'i ,- ..� .. " --- -- *' '84i i ��.�,. ��3� ...�.,,,'�, - - - _ . ::��'� ,.""',%�i,�, TO ASSURE THAT THE STORMWATER DISCHARGE FROM THE SITE DOES NOT EXCEED , � � :.�z ..� I �� 1. ,!!�- .1 . , , � �. I 1�� . . I -.1 8,88 ;j .1 - , "" , - , -TO BEGIN CLEARING AND GRUBBING OPERATIONS. . ;1 I ;,':� ,.: "�. I I SEQUENCE * 1 i ,�, ,�.'�;,�,;" / " . , ,-,�11 -_ - -..; VEHICLES AND EQUIPMENT ENTERING OR LEAVING THE JOBSITE. THE CONTRACTOR !", . I ;..-' ' 'I ''. " 1, .;.M.E', , � . ,;% -- ----� : . . . . . .'' . ." ;_ '.. , I i� '. -,-.. , 1. , . � � `- - :.."5, � :1 ", � ,,,--.� TF�Ei: : � 0: 5 -�:.,- "?,-�:; ,__ I I .. ... ", THE TOLERANCES ESTABLISHED BY ANY OF THE APPLICABLE JURISDICTIONAL I ,-'...-..- 11. � i ... _ i 1�� , i � '. _,1 ."'. .... , .,':`�� 11,; ** , � '? � .__. - . , e_" x:� 111'�---` - I .11 M-11 - ,� " 1 1 .., ,!,> �,., - '......".111.1i."i, � SHALL MONITOR AND MAINTAIN THE CONSTRUCTION EXIT TO ENSURE THAT NO SOILS : . ,.. , * a ,.. , :..........'_...__ . i-P ALL TEMPORARY RMPS SHALL BE REPAIRED AND MAINTAINED � � :,..-.......-... - . ,. �",, , : 1_,;i::� .'-I :�� .Lr _ ,�, . - .. tn.� - ,�,��,` �.: 101 � -_ I �.�, , ,�,�":',-�,�,','.*;""",*-:::�,...�i:.��:.�.:�, . , 5F 5il.: _ . AUTHORITIES. I :I——-......I I .. 1.I,: ... . 1". . , I - . I . �,:,� -_ . _.....- I—- __ -.-I.," UNTIL STABILIZATION HAS OCCURRED AND THERE IS NO RISK OF �I/ , .. ... , " _ ...1. . � .1 � ARE TRACKED OFFSITE BY TIRES OR TRACKS,AND THAT NO SOILS ARE SPILLED BY I .I/ ,�:K�*� :�, . :b,[ I ..I �. i ...........W_ � .1; . ."'.", 11_�:,i:�,� '. �21......��.!......... -.,--- ,, 0 I ��', .......�e.... ..._ ;��i:;"_� , u�� , , ........... -111. .......... `� - I � TRUCKS OR EQUIPMENT LEAVING THE SITE. ALL TRACKED OR SPILLED SOILS SHALL BE � . .� - :k -.� , , __ . , _......."..........:.:! _1_1..... .....- " '....I --,,*�.,:. ..%...'-:1..�: ...... , _� __ , . . I . ,�:. ; '. ..., .--.. __z DISCHARGE,THEN THEY SHALL BE REMOVED. : � - 4��___--- - �. ........ , i *.,.. ] .. . �� - .... I SEPARATE PERMIT COVERAGE MUST BE OBTAINED BY THE CONTRACTOR UNDER THE e.: : �.,. ,'�:�x,w � '. M _777� ,-, . Kl`* , , ,,,,, , . "'. -1 �.:Y�l w_ ___�_ YYI`,*`�`*�11` I I . , :, ` , , '...-,-4. . . .. � SHOVELED OR SWEPT FROM THE ROADWAY AND RETURNED TO THE SITE. WATER 0 i�,, �-�:_q�i__ -i��:... ........ I.-�1' , , , , .., . � 11� i , _ - � ;` , " ".. . I ,��. - , I I ,1 1:; " .. io, .; - ,I, ...............� ................I..........� _1_11:� ..�I ___ .W.-" �,i. - ,�... - - ....-11......... .. "'.., , - , .......�X,, ...I -....:...........- �� ....:...........i:...._-, . I . I n,-1. -�,"i , :.. � , 1'...-L"'. .�, -.� 1" -�,�, �...�,......�,;-,`�",,,��-. . , ._,.___" ______ � � - � 1.1"""",�i � , � , .111111-............�.... I .. � . � . I 1. I . :1 , .... DEPARTMENT'S GENERIC PERMIT FOR DISCHARGE OF PRODUCED GROUND WATER I... "- - - 'If- . ........�.��-::-.-,---.-. . . . ,.J� '.,�', � . I . 14 . .. . , ..... .I � � I - I . I ,,., . �; , ' '. ,..,1 1. INSTALL PERIM ETER CONTROLS IMMEDIATELY DOWNSTREAM \ SHALL NOT BE USED TO CLEAN THE SOILS FROM THE ROADWAY UNLESS THE WATER I _ .� M.- .,�., -I ___1. .......�..... - .a �1. ., .'' ,-�. . ' '. ,_... - _ ''. �,.�."�,��'.1'.�,�,,�..,:..:..�.�..:,:.:..:�', , --.-4 , , _,� ., ,.. �... .1 ., -..Ad. , , , , % � .- 1, , .i . _i_� , , _ i ' ' I ..I I -: ,, ""' ,, * , " . .� . _ol ...,,�,%.o " , "' '' '� ,1, . , . . , . -"::.,i�'. .._ - . , .. ,1 -6 - �-,-` i*��,.- , � :';. �',_,--'.'J'C 'VVAL�<. -. . I . � I. . I _. .� .` _111-1111...�::�..............�.,,.,�:.,..!..,&"",.:.:.�-��-111'.1'.1'....."..:.......,;.,.:..,..,.-,-��e, ::�� ':.". I - � :"I"7"".� .....1,-*. , . - _ 1, 1-1. �,,'I - - , I", � - _: , . - - I I � . . - . .. -, - - - . - . .. , _ , . .1 .. � 'o_ ' '. -- �' � ;;: �.-"i.".. . . .I . - . - -, . ., .. I __I I 111�::_.:...:.. I ... .. - ` I I .. .�.' ,t,: . . -.,,:,..,,. i,el,�.i - 1 . . , '' :- i-,,------,----." ,;,', ,. --: 1_ . *: . .. - .. .,. - ., I I . 1_. 1. .-1 . -� , . " � * ,� -1....I........ .**A-:-�:::.. . � . : . -I .. .-.I--. -1 .. ; . � , ,x- .�, 'I., , k, , *:.* :.....�':�,,. .,....: ..... FROM ANY NON-CONTAMINATED SITE ACTIVITY PURSUANT TO SUBSECTION ,.I . , 1, .1 . I ;v . ., _�� . - - '.. 1, � � - .:�:-- - *- - - ... " __ I - . ..': - :__...��k:�_: ..:.. :.......:..,.,..,.E----- I . � ", 11'7-�' ."..-, . , - - .� i...;,�1o`.:','1 ,:_.. . . .. �.' .,�',� '..*,,". __ i . 111ill",......... . . � AND SOILS ARE RECOVERED BY THE USE OF A VACUUM TRUCK OR SIMILAR DEVICE, -1 ... .......... ,,.�;............ .....I , %� ..............-l-, . . '. i.,.i -� ", , '...........................- . . - . " , , ", - .-*�,e "�` , . I �,:.` . - , ' ' , � ,., . �-,`f-,� � ...... - .. ._. __ � , .�,� .. I . . , , -o",I � , �. `11�� . ...= :...;:,:1,� I . - - -- , / . , - - - . ..,- :�,.,;. ___��.ii:....%:;�.......................::::--*��,.' ....... . -.1 ,, OF THE PLANNED LOCATION OF THE CONSTRUCTION EXIT. 62-621.300(2), F.A.C. ..", . ,,..: .,. *!,, ` ," . . - . ._ ., .-� Y,,`,�U. . ,�.;:_ , . - ��. . . - - - , , U11 .11 ,?;� -."L,,%;;�, , . �:;,, . . , r�7 11 . . .., ,�. . _,, , " ..�.....:.,.:.., .�,.��_,�,,�, � ,, � . .. . . 11 I . - . ::� ii-'.- - :�.':,," .��'..,..."::.!.:.�:�,'.:,.�'�--"--..",.""-"��, . .� ��':!,-�,��,` _*.....:�.'._.__ ..�.. .. , _", .,. , � ' w � . V," - , : .. .. . . I ' ' ,, .. - .,�,.�;...........;:w,�__ � . ' �, ,� .. �', .,�............................... 2. INSTALL STABILIZED CONSTRUCTION EXIT. .cl < . � -�': - % ....i-`*-'-`-"* , _ _ ... ... ..... ". , .__ . .�,,.. �,,�.�; - C�ofi A ...v......... .. _', .....................��! .. FERTILIZERS, HERBICIDES AND PESTICIDES z . , -__ .-F --,,=............ -,,q,-j, ,'--'p-,P-v-. ::-: . ... ......1...... .?� I ., ., ,.. `_.:.....:...,--, ---.-.-.-_---=__..S�--. __ _____ .... ....'_.- . * _. ., ' -.:�- ii� '* * , , �:,�HU ......... .n,'�3f,�� . � .f t��;A,." � < < < < 0 1 , . . , _ ...�:,.....,.,-�".,..,� -,__1_._ i, , 1i , , � I ; - � ..... : _____... .1-1 . ,_'�� _ _`.7 _�., .,': � . , __ __ . . ._, ---- ..7':::::... ._5 .:4.".., , .1 '.. .:,..:. :�. .....::;.'...:._ , I "."f,c,"', .., � �::::......I'll. ... , , " . - . ,,,,,, ::., , , ''I , * I , .- � , ._ " - - - ,..._ � �.i�: - -11 . , .."", . - < . .:.-�- X....... �......... ., , .- ", 4 . . . - ., , _ � - -.---.--.- i:.,� ., -11-` . .1 '..1-1 `��1::........I_— . ;.�-----;��_.;:..%:..::........;...d.. ...... , , ...........�_ .,... ..� I I - .. _ *....... , -- - -,-�_. -- , _ -� ..'- `11 4`1 .. , ', . � .. . ..... _....'.. - , ___ ;;,.;;;: -1................... 3. INSTALL REMAINING PERIMETER CONTROLS. �t�' : , I . ..- I . '"..." ' -,..-;..- ..- .-. .- ,,,, -11 I . - �... "i- - .., .-;...:::::::..=....................... ..... . ..., _ __�� STABILIZATION ".. ,""., .-,. -, - , , .1 , I ....i.�;,.:�_, ::--�...=_ ., .. ... ......... ,�, ..' ......_-___,_2__i1,_1.1-.1'.-1'--.-o...... ....... -,...............:.'�.,.:�1�1�1$.111............:...ad:_ -��:::::...:::::::,:=_____1__---,,_,- ,-,I-.-. 11� _........:_....�-.'� , ........-1_111110 .:;.. :%... ..... -�,'�.---- , I ;,."/ -111�'1�-- ....1.1__..-.--.--_. __-.11...........1.11.11-11-- ...........�i-----------------��----------- ,�, I I ,_:G:�:: ,_ .......__...-.......- _ ..,iiji - I I..' 1. . _111__� -11.11,11, .- -e,.--.� I.,, ". A. THE CONTRACTOR SHALL ENSURE THAT ALL FERTILIZERS, HERBICIDES, PESTICIDES _ ....f:��=:.........................____...............................__-_-1__11 e_ " 1�i��::;% ,�.-,'.3.� q,Xr z: . �C,�'-V-%. .. ,,". ,* , ........... . "_ . .";::��i�:�::::,...."��'*"> .," �.�z'.-,_'.. --��;- .--. - 4. INSTALL TEMPORARY PARKING AND STORAGE AREAS(TRAILER, I -r (N A,,.�....* ___� 11 � � �_ ,::;�iw;,i:�..::'. � 1� ,-'.,',,,, .. ,,,, 11 A. STABILIZATION MEASURES SHALL BE INITIATED IMMEDIATELY IN PORTIONS OF THE SITE � � AND SIMILAR PRODUCTS ARE PROPERLY STORED, OUT OF THE WEATHER, AND APPLIED ��: - (D .. I ". � -M...?., � 0- :E iz�, CD 00 ..... I : I . .,.,�5...�f .- ,I 11 '�, � 11� PARKING, LAY DOWN, SANITARY FACILITIES,WHEEL WASH, WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED 2 �.. ..''. I ,�,. I .._�� ., � .., , 0- ,_, : I ....� ,.., �, "I - " ) i . �� 0 t � "-,�:�i�'.� CONCRETE W,�SHOUT, MASONS AREA, FUEL AND MATERIAL AND WILL REMAIN UNDISTURBED FOR 7 DAYS OR MORE. STABILIZE BY COVERING WITH � SHALL ENSURE THAT THESE PRODUCTS ARE USED IN SUCH A MANNER THAT WIL Z CN I � IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. THE CONTRACTOR . . ..' �- A �K't:%.. L NOT I- ,I �, . I -i::��K�.., U)� '*,-.-- '.6 i I'E ..'..".",�-,_,,'�,,�.-----1-'.-'.-1,,,,�',,vl'A-,.---',$�,',;"', ATLANTIC BOULEVARD ADEQUATE AMOUNTS OF MULCH OVER SEED AND PERIODICALLY WATER TO PROMOTE NEGATIVELY IMPACT STORMWATER,GROUNDWATER OR PROTECTED ,c 0 2E ...........*....................*......................................... - . STORAGE CONTAINERS,SOLID WASTE CONTAINERS,ETC). I.- - � , �.��-,; % I SPECIES. ;,.p i--- -`�i I �`A!11_ �",� -_�.�. 1. "I , , ,qk��, '� . . . . - - 11 I` v, :"'; -',,�,�:`,- i 5. BEGIN DEMOLITION,CLEARING AND GRUBBING OPERATIONS AS AND MAINTAIN GROWTH OF THE TEMPORARY GROUNDCOVER, OR BY THE USE OFAN ... - ,, '.� � ".11."I". TE ALTERNATIVE BMP. .1: s ....%11 -.t . . ": -�..., ;;; �� ,*,*; ,:�:::�:..:.. ---, �;, >N , , ... SR NO. A-1-A & 10 APPLICABLE. APPROPRIA I 0 ..,.:. ...11 I z' - e,�, ,", "', B. NUTRIENTS SHALL BE APPLIED ONLY AT RATES NECESSARY TO ESTABLISH AND - � 1-11�-*Xp : ; " ...` "'. '1'. , I I -0 -0 I `:::�:�i]��]��iii.%,;, (I f)..,I ��."r j--r_�,,_-,--'.. A`,e' ,,'-��,,.,,'.;1;J ,:-,E' F 0 ' 6. BEGIN CONSTRUCTION OF BUILDING PAD AND STRUCTURES. . . MAINTAIN VEGETATION. . . -0 R � %,� , , 'r , ; I,,h , � " �, I . -0 >� -a i , - %, VV MAP �,.,'�,,i �';iej�;?,,;` 11"0 7. TEMPORARILY SEED, IMMEDIkELY AND THROUGHOUT . : -j5 - " ", -.,, DA1....D 12/1 2,,�",60 _0 I\- 1, -J 7 , :, I B. PERMANENT SOIL EROSION CONTROL MEASURES FOR ALL SLOPES, CHANNELS, Q) -0 Q) 1-1, %--Rt I �'_i � " , 21--,`._---`j'i-.','. U �11. (D > 0 CONSTRUCTION, DENUDED AREAS THAT WILL BE INACTIVE FOR DITCHES OR ANY DISTURBED LAND AREAS SHALL BE COMPLETED IMMEDIATELY AFTER , INSPECTIONS AND MAINTENANCE C a _�e 0 , , IT I ' 7 DAYS OR MORE. FINAL GRADING. WHEN IT IS NOT POSSIBLE TO PERMANENTLY PROTECT A DISTURBED :,,, I- A. THE CONTRACTOR SHALL INSPECT BMPS(I.E. DISCHARGE LOCATIONS,CONSTRUCTION .2) ?: 0 L.. '��'. . (n " AREA IMMEDIATELY AFTER GRAD ING OPERATIONS,TEMPORARY EROSION CONTROL �, � C14 1 -, , ..- 8. INSTALL UTILITIES, UNDERDRAINS,STORM SEWERS,CURBS �� EXIT, PERIMETER CONTROLS, INLET PROTECTION, STABILIZATION, EROSION CONTROL, -r- 0- 0 M .- .." , 0 (9 � 4 MEASURES SHALL BE INSTALLED. ALL TEMPORARY PROTECTION SHALL BE MAINTAINED" ') , 11 . . AND GUTTERS. _q DOCUMENTATION, WASTE DISPOSAL AREAS, MATERIAL STORAGE AREAS, ETC.)TO 0 r') , UNTIL PERMANENT MEASURES ARE IN PLACE AND ESTABLISHED. 1-1 � - . :.." 9. PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY , DETERMINE IF CONSTRUCTION ACTIVITIES HAVE ALTERED THE EFFECTIVENESS BMPS, . , :. 1, I . - i �, ", ARE BROUGHT TO rINAL GRADE. I CONFIRM BMPS ARE ACHIEVING COMPLIANCE,AND MAINTAIN BMPS AT LEAST ONCE Plans Prepared By: �, I 1 0. PREPARE SITE FOR PAVING. C_ ALL GRASS SLOPES CONSTRUCTED STEEPER THAN 4H:IV SHALL BE SODDED ,"� EVERY SEVEN(7)CALENDAR DAYS,AND WITHIN 24 HOURS AFTER A RAINSTORM IN CPH, Inc. IMMEDIATELY AFTER FINAL GRADE IS ESTABLISHED. I � � I i 1 1. PAVE SITE. �' EXCESS OF 0.50 INCHES. 11 � I I I :.� 500 West Fulton St. �� ; 12. INSTALL APPROPRIATE INLET PROTECTION DEVICES FOR -7 . Sanford, Fl.32771 . � I PAVED AREAS AS WORK PROGRESSES. li, I B. ANY MAINTENANCE, REPAIR AND NECESSARY REVISIONS TO BMP ITEMS SHALL BE Ph:407.322.6841 -11 ,� ADDRESSED IN A TIMELY MANNER, BUT IN NO CASE LATER THAN 7 CALENDAR DAYS � 13. COMPLETE GRADING AND INSTALL PERMANENT STABILIZATION I Licenses: � OVER ALL AREAS. I . FOLLOWING THE INSPECTION. UNLESS OTHERWISE SPECIFIED,ACCUMULATED . Eng.C.O.A.No.3215 t SEDIMENTS SHOULD BE REMOVED BEFORE THEY REACH ONE-HALF OF THE CAPACITY . � 14. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL � Survey L.B.No.7143 � -1 I OF THE CONTROL DEVICE. I - I � DEVICES (ONLY IF SITE IS STABILIZED). Arch. Lic.No.AA2600926 , i A Lndscp.Lic. No.LCO000298 I I 11 � 1--, , THE CONSTRUCTION PLANS AND SPECIFICATIONS FOR JOB# M29862 AS PREPARED BY i ,� , : 1, I CPH, INC.ON OCTOBER 30,2014 ARE HEREBY REFERENCED AND MADE A PART OF THIS I I ,I I I, v z : I I PLAN. I I . �� - i 0 i I I - ! I � I F_ I I I < Q � 'I 11 - I �_ ! I �I z (a � I GENERAL GRADING NOTES. Uj IN � I . I : < I I 2 I3 . I 1, NOTE: I 1. PRIOR TO ANY DEMOLITION OR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL I CONTRACTOR SHALL PAY CLOSE ATTENTION WHEN CLEARING AND/OR 0 !a 0 � ,� INSTALL EliO-SION AND SEDIMENTATION CONTROL MEASURES SHOWN ON THE PLANS. IT I GRADING THE SITE TO ENSURE THAT WHEN EXISTING ROOTS ARE 13. 1� - I Uj 1111111111111111111111111111 W W .11 AS CONSTRUCTION PROGRESSES,THE CONTRACTOR SHALL PERIODICALLY CHECK ��. J ENCOUNTERED THEY ARE CUT OFF EVENLY WITH CLEAN SHARP PRUNING I " BACK OF CURB THE SEDIMENTATION CONTROLS AND REPAIR THEM AS NECESSARY TO KEEP THEM IN I TOOLS. CONTRACTOR SHALL BE RESPONSIBLE FOR MINIMIZING THE U) z 0 a) E > I X�_ GOOD FUNCTIONING ORDER.THE CONTRACTOR SHALL ALSO PROTECT INLETS AND � I DAMAGE OF THE EXISTING ROOT SYSTEMS. 0 < M _j Z; � I CL I _j 0 1� I OTHER SITE APPURfENANCES FROM SEDIMENTATION USING PROTECTION AS DETAILED z a " L,L E -) IN IN THE PLANS. - U , 0- j - I < 4:� X: (D 2.THE CONTRACTOR SHALL CONDUCT GROUND STABILIZING MEASURES (PAVING, � _j rM LLJ 0 co I I Z 0 17� I s GRASSING, MULCHING AND SODDING)AS SOON AS PRACTICABLE FOLLOWING FINAL I I M < ,It C) GPA13ING OF THE SITE. I ACREAGE SUMMARY 0 W 0 u LLJ N IL I Cn F- ca I- 6 � 3. FOLLOWING COMPLETION OF CONSTRUCTION AND COMPLETED STABILIZATION OF � P 2 SPILLWAY POTENTIAL EROSION AREAS,THE CONTRACTOR SHALL REMOVE SEDIMENTATION � � TOTAL SITE AREA 1 .03 AC. 0 z Z 0 0 1 CONTROL MEASURES AND CLEAN AND REPAIR ANY AREAS AFFECTED BY THE . I W 0 0 < �_ 0 1 1 0) ANCHOR LOOP IN NON-PAVED CONSTRUCTION ACTIVITIES.ANY SILTATION IN THE STORMWATER SYSTEM SHALL BE I Uj 0 ej _j z 3: AREAS(4 PER 10 FT. BAG). SHEET FLOW INSTALL WEIGHTED I COMPLETELY FLUSHED PRIOR TO CERTIFICATION OF COMPLETION. . I �- < 7 1____� 11 1� ON-SITE DISTURBED AREA 0.40 AC. i I 0- WATTLES PARALLEL TO THE 4 GRAVEL FILLED SANDBAGS , 0 < _3 C) I ARE STACKED TIGHTLY 4.ALL WORK PERFORMED WITHIN ANY ADJACENT ROAD REQUIRES A SEPARATE PERMIT I W SLOPE CONTOURS. i ISSUED BY THE DUVAL COUNTY OR ATLANTIC BEACH PUBLIC WORKS DEPARTMENTS. i :, z �_ 11 od I I", I OFF-SITE DISTURBED AREA 0.00 AC. < 4 0- ' ' 1, I I I 0 NO-FES: 5. HAVING CONSULTED THE NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE 111. I �, 1.PLACE CURB TYPE SEDIMENT BARRIERS ON GENTLY SLOPING STREET RATE MAP(FIRM)COMMUNITY PANEL NO. 120075 0409 H, EFFECTIVE DATE JUNE 3,2013, ,� �� 0 i , I I N WEIGHTED WATTLE WEIGHTED WATTLE Q SEGMENTS WHERE WATER CAN POND AND ALLOW SEDIMENT TO THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X,AREAS OUTSIDE ANNUAL 0.2% 1 TOTAL DISTURBED AREA 0.40 AC. z i (D 00 2 - I - 0') SEPARATE FROM RUNOFF. CHANCE FLOOD PLAIN(NAVD'88),THIS DETERMINATION WAS BASED ON A GRAPHIC I I I N INTERPOLATION Or SAID MAP AND NOT ON ACTUAL FIELD MEASUREMENTS. -1 0 � 7 ! 2.SANDBAGS OF EITHER BURLAP OR WOVEN GEOTEXTILE FABRIC,ARE - I < ! � 7i I I C FILLED WITH GRAVEL, LAYERED AND PACKED TIGHTLY. 6.CONTRACTOR SHALL FIELD VERIFY EXISTING AND SURROUNDING DEVELOPMENT 11 I W i .L�_ G RADES AN D CONTACT ENG I N EER I F AN Y D I SCREPANC I ES EXI ST PRI OR TO - - (n I � I I 0 a) BUTT JOINT OR LAP PER 3.TAPER TO ONE SANDBAG TO PROVIDE A SPILLWAY FOR OVERFLOW. CONSTRUCTION. I 1 9 . f Always call Bi:L two full business days before you dig I � MANUFACTURER DETAILS � � (D �, � i , 4.INSPECT BARRIERS AND REMOVE SEDIMENT AS NECESSARY.SEDIMENT 7.CONTRACTOR SHALL VERIFY POSITIVE DRAINAGE FLOW AWAY FROM BLDG.AND THAT A � 1 3� Ill 11111�1111111 i 0 AND GRAVEL MUST BE REMOVED FROM THE TRAVELED WAY, MINIMUM SLOPE OF AT LEAST 1% IN THE DIRECTION OF DRAINAGE FLOW INDICATED , 'I.... �111. , 111 11 I Sheet No. I I IMMEDIATELY. 1, � CAN BE ACHIEVED. I 1111 1 .5 1; �_,., I - I FTTITF111111 11111i 11117 :1... I 0 . _�,. � , - - - N i ��:� 1 8. CONTRACTOR SHALL CLEAN OUT ALL STORM STRUCTURES AND PIPES PRIOR TO � %1;zkR1 (0 WEIGHTED WATTLE DETAIL CURB LINE PROTECTION DETAIL � 1) 00 I I PROJECT-CLOSE OUT. M i k� i C14 N.T.S. wimsunshine8lIxon) McDONALD'S PROJECT I I 2 I N.T.S. I i I �, - - - - - - CODE: 009-0272 V�4 .1: I _-) - 1 � - --I I I � � __ . I , I - _ _ ,�', - -�-IP�', �, -, � - � - _ -_ �-_:�� Z '_��' - - -- � , __-, . -___-� �__-I—-I I.�___ � . �. i I � - _,'�,�_71�1 111:��w�'k 11,-I. ,_,'�',,�,�.�"",�,, ,-q,, I ,11 1-1 t I I I� �- . I � ' �,il�i ,, :1-1 I-�, , �-,-____-��,11 I� I I - J_-,i-1",�-I -1_z 1'1�1 zl�'.,�-,I'— �, , .- 1 I, ,,,, i � i_ I I � - I - 1, � � . - -1 �__ - 1. TYPE IS POSITIONED VERTICALLY SO BASE OF DIMENSION &TYPE DIMENSION&TYPE TYPE ALIGNS WITH HORIZONTAL EDGE OF PATH DOWEL DIAMETER=T/8(IN) DOWEL DIAMETER=T/8(IN) STRIPING (DASHED LINE DOES NOT PRINT) 16"LONG SMOOTH DOWEL @ 18"O.C. 16"LONG SMOOTH DOWEL @ 18"O.C. DOWEL SLEEVE A B C Concrete Section D B C 6" 1 101-01, 61, POURED JOINT Drive Aisle 2' 61, 12" Loading/Dumpster 6" 12" VERTICAL SAW-CLiL SEALING COMPOUND (CLOSED END) 6-8" 3/16"MIN. - POURED JOINT T PAVEMENT TO FIT DOWEL Parking 2" 6" 12" Drive-thru 6" 12" T-0" T-0" 2,-,,, ARROW T PAVEMENT �S_EAL_ING COMPOUND THICKNESS AND BE 3'6" HEIGHT THICKNESS SECURED cphcorp.c IN: Asphaltic Concrete paving(min.) 2'-10" Service .......... 1-114"MIN. -d .4 X A & E Firm wl wire mesh -2" 3 X CLEARANCE 4.. low.. Compacted Aggregate A Limerock Base DOWEL TO BE I base 0 Architects 6-6" 2'-10" 5-3/4" 5-3/4" \SAWCUT TOP 1/8"NO Cc Engineers TOP 1/8"NO LUBRICATED _IiLi� I M 1�1[ iq Ir �l rl I Environmental SEALING COMPOUND f :IIT I TIM M Landscape Architects REDWOOD EXPANSION PH 2'-10" SEALING COMPOUND 3/16"MIN. HEAD IT P1, T� I NOTE 111=11MI MMIE 1. DOWEL BARS SHALL BE DRILLED INTO PAVEMENT JOINT FILLER Compacted subgrade to a min.40 LBR compact to a min.density Compacted subgrade to a min.40 LBR compact to a min.density M/ E/ P HCRIZONTALLY BY USE OF A MECHANICAL RIG. NOTE: of 98%of the modified proctor max. dry density(AASHTO T-180) of 98%of the modified proctor max.dry density(AASHTO T-180) Planners 2'-10" 2. D:�ILLING BY HAND 13 NOT ACCEPTABLE, PUSHING DOWEL BARS INTO GREEN CONCRETE IS NOT ACCEPTABLE. 1. DOWELS SHALL BE SUPPORTED BY AN APPROVED DEVICE. Structural PAC 4'-3" 1 nit TRANSVERSE EXPANSION JOINT ASPHALT PAVING SECTION CONCRETE PAVING SECTION Surveyors I PIECE ARROW. 6-0" 5-3/4" BUTT JOINT N.T.S. N.T.S. Traffic/Transportation 3'-0" DOWEL DIAMETER=T/8(IN) 4� I`F=13 Offices in: CIRCLE IS POSITIONED 16"LONG SMOOTH DOWEL @ 18"O.C. VERTICAL SAW-CUT - L�4 IN. POUREDJ FENCE PANEL PLAN VIEW POST PLAN VIEW e Florida CENTERED ABOVE TYPE THICKNESSJ SEALING COMPOUND HORIZONTALLY DOWEL SLEEVE T PAVEMENT 3/16"M OINT 9 Puerto Rico PC ARROW IS POSITIONED 2'-10" WERTICAL SAW-CUT POURED JOINT (CLOSED END) 1 .4,.-.,.. -, - .. . -, -. ; .. .... .. ...... 9 Connecticut U 114 1 3/8" VERTICALLY AND 3/16"MIN. S E-AL ION G-C-1 M P 0 C\1 REVERSIBLE CURVED T PAVEMENT MPOU TO FIT DOWEL HORIZONTALLY INSIDE THICKNESS ND BE Maryland SHAFT (S C D P OF CIRCLE (F IRST P OUR)l (SECOND POURI 6'-0" ECURED exas 7-9" 11 ARROW ART KNOCKS OUT SO THAT ARROW IS NOTE: THE COLOR OF THE TTE IS POSITIONED VERTICALLY SO ALL TRAFFIC FLOW BASE OF TYPE ALIGNS WITH 1-1/4"MIN. TOP 1/8"NO 1 r PAVEMENT HORIZONTAL EDGE OF PATH STRIPING CLEARANCE SEALING COMPOUND Q 2� ARROWS TO BE SOLID SECTION FENCE PANEL WHITE REFLECTIVE T (D�SHEID LINE DOES NOT PRINT) � �� .11--,' . �,'A DRIVE-THRU AND ARROW /4" TRAFFIC PAINT PER T-0" _L_ VIEW PROFILE VIEW POST PROFILE VIEW % LETTERS AND CIRCLE PAINT TO Yt:LLUVV PAINT STRIPING AGAINST T_ TOP 1/8' NO CONTRACTION JOINT DIMENSIONS SHOWN. - MATCH PANTONE PMS 123 YELLOW. THE OUTER EDGE OF THE ENTIRE SEALING COMPOUND DO NEL TO BE LUBRICATED WAUSAU TILE ALUMINUM FENCE PANEL McDONALID'S PATTERN TYPE ALIGNS CENTERED DqIVE-THRU PATH Size: 55"x 1"x 32"high � :�, f.", i'� - I 1 PIECE END OF PATH "THANK YOU" Greenstreak Paving Cap Seal Weight:45 Lbs. CURVED ARROW PS AND "DRIVE-THRU" NO NOTE: Profile#610-See specifications Material: Powder coated aluminum LLJ for additional information. Powder Coating Colors: SHAFT ARROW 1.DOWEL 3 SHALL BE SUPPORTED BY AN APPROVED DEVICE. Silk Gray-RAL7044; Beige Gray-RAL7006; W TYPE IS POSITIONED HORIZONTALLY CENTERED WITHIN THE 10'PATH. Bronze; Black 0' CONSTRUCTION JOINT PAINT TO MATCH PANTONE PMS 123 T-0" YELLOW. CONCRETE JOINT DETAILS TYPICAL EXPANSION JOINT ALUMINUM RAILING DETAIL T-0" N.T.S. N.T.S. 'A N.T.S. TRANSITION FROM LOW 6" 6"R. I 2"R I U� 10" POINT OF GUTTER TO 3'-2" 3'-2" _j. L 6" SLOPE OF PAVEMENT. 1 - 3' 6" 3"R TOP OF CURB PAVEMENTSLOPE -A. TRANS. 4"THICK CONCRETE 4 SIDEWALK SECTION 5- 6" 3 3,-,,. 4 L �4 IPAVEMENT-/ SIDEWALK CURB 8" 101, ELEVATION VIEW 6"X H MONOLITHIC CAST CURB OR 181, 1 6"X 12"SEPARATELY CAST CURB 6" 7'-8" 8'-0" WHEN USED ON HIGH SIDE OF ROADWAYS,THE NOSE DOWN CURB DETAIL H N�_, C? FOR LOW POINT OF MIAMI CURB. CROSS SLOPE OF THE GUTTER SHALL MATCH THE N,T.S. RAM T-2" FOR LOW POINT OF TYPE F CURB&GU rTER CROSS SLOPE OF THE ADJACENT PAVEMENT. THE 1:12 THICKNESS OF THE LIP SHALL BE 6", UNLESS 0 SPILL TYPE CURB & GUTTER AT SLOPE OTHERWISE SHOWN ON PLANS. T-0)"- LANDING > 8._0'. OF PAVEMENT FDOT INDEX 304 CR-F. STANDARD CONCRETE CURB& 5MIN GUTTER SPECIAL USE DOUBLE RAMP AND SIDEWALK 1:12 DOUBLE ARROW 61, CURB TO BE USED ON ALL SINGLE ARROW GENERAL NOTES: - 3/4"BEVEL POINTS OF ENTRY THAT TO BE USED ON ANY DESIGN A T 6-0" 1.THE CONCRETE FOR CURBS SHALL BE UEPARTMENT OF TRANSPORTATION CLASS"I"CONCRETE,AND HAVE A ............ TOWARDS T-8" GATEWAY. ONLY DESIGNS THAT DO, LEADS A CAR COMPRESSIVE STRENGTH OF 3,000 PSI. THE TIP OF THE ISLP&ID. NOT HAVE A SINGLE ENTRY THAT i 3" 11-61, PAVEMENT D LEADS A CAR RIGHT AT THE 2.ALL CURBS SHALL HAVE CONTRACTION JOINTS AND SHALL T SURFACE MATERIAL .-,000, BE CONSTRUCTED AT INTERVALS NOT TO EXCEED 10'-0"ON ONRO�000, DECISION POINT OF THE TIP OF THF, V-4" 0 0 0?0 4' CENTERS FOR ALL CURBS. ISLAND. ONLY ONE OF 0 R d BASE COURSE 0 )U STANDARD TEMPLATES HAS THIS of )arkirg space 3TRUNCATED CONCRETE CURB&GUTTER DESIGN. PAINT TO MATCH PANTONE, SYMBOL AS SPECIFIED DOME PMS 123 YELLOW. BYLOCALCODES 3'LANDING FDOT INDEX 304 CR-C. (TYPE F) RAMP WIDTH(3'MIN) VERTICAL CURB TYPICAL PAVEMENT MARKINGS HANDICAP SY BOL CONCRETE CURB AND GUTTER DETAILS. SIDEWALK RAMP TYPE B SIDEWALK RAMP TYPE A N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. 0 j<< Z 2"X 4"VERTICAL SUPPORT EACH 3000 PSI JTS 1 U-0"O.C. EXPANSION JOINT FINISH SECURE RECTANGULAR BAR TO OR CORNER(INSTALL TO ALLOW GR� MENU BOARD NOTE: C.0 BROOM FINISH EXPOSED GRADE UNDER SURROUNDING SURFACE. REMOVAL) W/SEALANT 0- CD 00 MENU BOARD TO CONFORM TO THE CITY OF JJ SURFACE 0 C) ILLI M: C4 CID 2"X4"PT BOX ALL SIDES ATLANTIC BEACH LAND DEVELOPMENT CODE TE WALK C) 0 Z C0 1:� C'4 CURB TYPE AS SPECIFI CQ 0 2i < 1. REMOVE TRAPPED SEDIMENT WHEN (D (D BRIGHTLY COLORED EXPANSION < (1) < WIRE FILTER FABRIC \1_2"X 4"BRACE @ CENTER (D (D 4A RESTRAINT CAN NO LONGER BE SEEN. ASPHALT PAVEMENT . . .. . . . 4 (RUN UNDER2"X4" . . . . . . . . . . 2"X2"X3/4" 4 2. GEOTEXTILE SHALL BE A WOVEN __2"X 4"TAP CON, 16"O.C., < 0 N LY Y AND INSIDE FRAME AND POLYPROPYLENE FABRIC THAT MEETS OR 3/16"X 2-3/4"(TYPICAL ALL (D RUBBER STAPLE IT �ZT (D R5-1 > 0 0) 0 EXCEEDS REQUIREMENTS IN THE SAME) SIDES) CL 1= 0- 30"X 30" .4 . . . . . . . . . 4. 0 &_ Z BLOCK(TYP) GRATE 4 (3) CL -0 C4 SPECIFICATIONS TABLE. STANDARD RED AND WHITE SIGN R3-5L R3-5R A�. CL 0 3. PLACE AN OIL ADSORBENT PAD OR 30"X 36" 30"X 36" Al . .. . . . . Q C) 1/4"BRIGHTLY PILLOW OVER INLET GRATE WHEN OIL ..... . . . .. .. . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . .. < COMP.GRANULAR FILL COLORED NYLON DO NOT ENTER SIGN LEFT TURN ONLY RIGHT TURN ONLY . . . . .. .. . . . . . . . . . . . . . . . . . . . . Plans 7,pMd By: ROPE EXPANSION SPILLS ARE A CONCERN. RUN FILTER FABRIC . . . . . . . . . . . RESTRAINT 4. INSPECT PER REGULATORY UNDER GRATE& N.T.S. N.T.S. N.T.S. LIMEROCK BASE SEE SPECIFICATIONS BUILDING CPH, Inc. . .. . .. . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . REQUIREMENTS. .. . . . . . . .. . . . . .. . . . . . . . . . .. . . . . . . . . . . . -4 OVER STRUCTURE FOUNDATION 5. THE WIDTH,"W",OF THE FILTER SACK r 500 West Fulton St. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . .. . . . . . . . SHALL MATCH THE INSIDE WIDTH OF THE Ph:407.322.6841 GRATED INLET BOX. NOTES: k111/1 4 1 1 4 . . . . . . . . . . . . . Sanford, Fl.32771 6. THE DEPTH,"ID",OF THE FILTER SACK 1.FASTEN FRAMING TO STRUCTURE TO ALLOW GRATE REMOVAL. FL COMPACTED SUBGRA�E/ NOTE:SEE PAVING SECTION Licenses: SHALL BE BETWEEN 18 INCHES AND 36 DETAILS FOR MATERIAL Eng.C.O.A. No.3215 2. LEAVE EXPOSED EDGE TO ALLOW FOR PAVING TO GRADE. Survey L.B.No.7143 INCHES. SPECIFICATIONS. 7. THE LENGTH, "L",OF THE FILTER SACK I STOP Arch. Lic.No.AA2600926 SHALL MATCH THE INSIDE LENGTH OF THE INLET PROTECTION DETAIL DRIVE THRU MENU BOARD IN-GROUND MOVEABLE TYPICAL WALK SECTION Lndscp. Lic. No.LCO000298 GRATED INLET BOX. N.T.S. SIGN SIGN \L_1 - 8. EXTRA CARE SHALL BE TAKEN TO ENSURE N.T.S. REGULAR MAINTENANCE OF FILTER R1-1 A. SACKS USED IN RIGHT OF WAY TO PULL FORWARD SIGNS ARE ONLY TO BE 30"X 30" R3-2 R3-1 ENSURE ADEQUATE DRAINAGE CAPACITY. . . . . .. ORDERED THROUGH McDONALD'S 24"X 24" 24"X 24" SECTION VIEW APPROVED SIGNAGE VENDORS. STOP SIGN NO LEFT TURN NO RIGHT TURN PROFILE VIEW OF Q 3' INSTALLED FILTER SACK INLET GRATE RECOMMENDATION IS TO USE PERMANENT N.T.S. N.T.S. N.T.S. '".-.CURB IN-GROUND BASE AS FIRST CHOICE LOOPS SIZED FOR 2"X1/4"RECTANGULAR WHENEVER POSSIBLE. THE BASE OF THE 12" BAR. LIFT FILTER BAG FROM INLET USING SIGN HAS TO BE POSITIONED FREE AND NA CLEAR OF ANY ACCESSIBLE RAMPS AND NOT 79 RECTANGULAR BAR FOR HANDLES. CURB INLET CREATE A BARRIER IN ALLOWING PROPER ADA CLEARANCES FOR CUSTOMER ACCESS 9EIAO (w NOWR T� -. : I i,, I :ft, CL OVERFLOW HOLES TO THE BUILDING.COORDINATE ALL Cl) W W NOTE: REQUIRED IN-GROUND INSTALLATION WORK 2" A710 3/8" 0 GEOTEXTILE BAG GUTTER 1. STRIPING TO BE SOLID WHITE. WITH QUALIFIED GC.STANDARD PARKING BY _j Q> 11 - GUTTER BUDDY INSTj\LLATION DETAILS WILL BE PROVIDED 3: LL > 1/4"BRIGHTLY COLORED NYLON DISABLED MOUN 9 ROPE EXPANSION RESTRAINT FLOW BY SIL-jNAGE VENDORS FOR REFERENCE. PERMIT SIGN U LU Q HERE E LOOPS SIZED FOR 1"REBAR. USE REBAR ONLY CL I Uj U FOR A HANDLE TO EMPTY FILTER SACK F_ 13'-0" AT A SEDIMENT COLLECTION LOCATION. W CURB INLET PROTECTION DETAIL CROSS WALK STRIPING DETAIL DRIVE-THRU PARKING SIGN "U"-CHANNEL POS T N.'r.s. N.T.S. N.T.S. INE (2 LBS./FT.) 0 W CAUTION: BAGGED INLET PROTECTION F.S.316 1955 C> 91-01, REQUIRES ADDITIONAL MAINTENANCE P: 3'BOLLARD IN CD Z W Z TO ENSURE THAT THE BMP FUNCTIONS CONCRETE TO BE RAISED FOR TOW AWAY 2� TRAFFIC AREAS PROPERLY AND DOES NOT CAUSE 2 PROPER WATER RUN OFF SLOPE TOP 0 FLOODING. ZONE co OF CONCRETE Z 0) J L-i Li 4"DIAMETER STEEL PIPE FILLED w/ 1 -1:4 GROUND SURFACE LOW TO MODERATE FLOW GEOTEXTILE FAE�RIC SPECIFICATION TABLE WHITE - CONC. PAINTED TO MATCH BUILDING SIGNS USED AS PER FLORIDA STATUTES PROPERTIES TEST METHOD UNITS COLOR AND EM-BEDDED IN CONC. FTP 25 PER FS 316.1955, FS 316.1956 LU a 1`12 GRAB TENSILE STRENGTH ASTM D-4632 300 Les P BASE A 0 GRAB TENSILE ELONGATION ASTM D-4632 20% 0 1. ALL LETTERS ARE I"SERIES"C"PER MUTCD PC CONCRETE----m-4 LLI PUNCTURE ASTM D-4833 120 LBS BITUMINOUS JOINT AROUND MULLEN BURST ASTM D-3786 800 PSI 2. TOP PORTION OF SIGN SHALL HAVE REFLECTORIZED PIPE TRAPEZOID TEAR ASTM D-4533 120 LBS TOP OF SLAB OR ASPHALT (ENGINEERING GRADE)BLUE BACKGROUND WITH a) APPARENT OPEN ASTM D-4751 S 0 40 GAL/MIN/SQ FT _j 3. BOTTOM PORTION OF SIGN SHALL HAVE A Co UV RESISTANCE ASTM D-4355 80% 3" FLOW RATE ING SIZE ASTM D-4491 40U SIEVE ISOMETRIC VIEW 4"WIDE WHITE STRIPES 45', WHITE REFLECTORIZED LEGEND&BORDER. �q 4,4 "A' PERMITTIVITY ASTM D-AA91 0.55 SEC-1 REFLECTORIZED(ENGINEERING GRADE)WHITE 1A MODERATE TO HIGH FLOW GEOTEXTILE FA,F3RIC SPECIFICATION TABLE 4'ON CENTER BLUE 3,000 PSI CONcRIETE BACKGROUND WITH BLACK OPAQUE LEGEND& R PROPERTIES TESIr METHOD UNITS NOTE:BOLLARDS REQ'D A-r ULDG. BORDER NOTE: DISABLED PARKING SIGNS IN V) Q) GRAB TENSILE STRENGTH ASTM D-4032 265LBS CORNERS. FIRE HYDRANTSi INATER 4. FINE NOTIFICATION SIGN SHALL HAVE A ALL SIGNS SHALL COMPLY WITH U.S. BOLLARDS PER REQUIREMENTS q GRAB TENSILE ELONGATION ASTM D-4,632 20% METER,GAS METER,SPRINKLER REFLECTORIZED(ENGINEERING GRADE)WHITE DEPARTMENT OF TRANSPORTATION, FEDERAL 9 WHITE 4:t I' '� 1 RIGID DRIVE THRU CANOPY CD PUNCTURE ASTM D_4�,a33 136 LBS RISER, SHOWN TRANSFORMER& L 0 BACKGROUND WITH BLACK OPAQUE LEGEND& HIGHWAY AIDMINISTRATION'S"MANUAL ON 420 PSI 5 MULLEN BURST ASTM D-Z4,786 Sheet No. 0 TRAPEZOID TEAR ASTM D-4633 45LBS ALL UTILITIES AT LOCATIONO C? BORDER UNIFORM TRAFFIC CONTROL DEVICES",LOCAL 9ft. CLEARANCE - ;__ . 5. ONE (1)SIGN REQUIRED FOR EACH PARKING SPACE. CODES AND AS SPECIFIED. MOUNT SIGNS TO UV RESISTANCE ASTM D-4355 APPARENT OPENING SIZE ASTM D-4-751 20 US SIEVE SEE HANDICAP 90% SHOWN ON THESE DRAWIN0f3 2: ASTM D-4A91 200 GAL/MJN/SO FT SYMBOL DETAIL INTERIOR&EXTERIOR. 6. INSTALLATION HEIGHT OF LOWEST SIGN SHALL HAVE POST IN ACCORDANCE WITH MANUFACTURER'S N.T.S. FLOW RATE 111- C) PER" .5 SEC_1 I A MINIMUM OF T-0"CLEARANCE TO FINISH GRADE INSTRUCTIONS. 4 TTIVITY ASTM D-4A91 (TYPICAL) Co McDONALD'S PROJECT DRIVt 0 1__�`us I Im",Re-Ez-F, U AL HANDICAP PARKING DETAIL BOLLARD DETAIL TYPICAL HANDICAP SIGN STANDARD SIGN BASE GEOTEXTILE BAG INLET PROTECTION DETAIL N.T.S. 1"= 15' N.T.S. N.T.S. N.T.S. CODE: 009-0272 0 4 J5 Rev: DESCRIPTION: DATE: APPROVED: 112" ) 8411 A INITIAL RELEASE 16FEB07 L UPDATED FOUNDATION 08/08/12 JTW D -CANOPY FM 7 UPDATED IBC CODE NOTE (ECN-4097) i 02/21/14 t MMD INSTALLATION INSTRUCTIONS: PRE-ENGINEERED 1. STAKE FOUNDATION AREA AND CONFIRM FINAL GRADE REQUIREMENTS SWING ARM WITH G.C.(TOP OF FOUNDATION IS 3"ABOVE CURB(GRADE) 00 ) ( 94.n DRIVE THRU ELEMENT 2. EXCAVATE FOUNDATION AREA. 3. POUR FOUNDATION INSERT ANCHOR BOLTS AND #6 VERTICAL REBARS WITH#3 TIES BASE PLATE 0 1 .00 NUT (PER FIGURE 1). CLADDING 4. ALLOW CONCRETE CURE TIME AS REQUIRED ( 30.001 5. PLACE(4) 0 1.00"LEVELING NUTS AND WASHERS ON THE FOUR ANCHOR BOLTS TO PROVIDE A 2.00"GAP BETWEEN THE FOUNDATION AND BASE PLATE OF THE POLE,(SEE DETAIL A). ( 9.75 ) 6. POSITION THE POLE ONTO THE ANCHOR BOLTS AND SECURE IN PLACE 13 .14 ) WITH(8) 0 1.00"NUTS AND WASHERS,(SEE DETAIL A). 7. LEVEL POLE BY ADJUSTING THE 1"NUTS(SEE DETAIL A). 8. INSTALL CANOPY PER CANOPY INSTALL SHEET(IN449207S), USE TWIN POLE 6.00 ANCHOR 1091, MOUNTING HOLES ONLY. 9. INSTALL SWING ARM PER SWING ARM INSTALL SHEET(IN449138S). BOLT PROJECTION MIN. 2.00 MAX 10. INSTALL CLADDING PER INSTRUCTIONS INCLUDED WITH THE CLADDING. 11. INSTALL COD LIMIT PER INSTRUCTIONS INCLUDED WITH THE COD UNIT. 7 12. TOUCH UP POLE,CANOPY AND SWING ARM WITH SUPPLIED PAINT. c El 21 .13 13. CLEAN SITE OF PACKAGING MATERIAL c SLOPE TO 0 1 .00 FLAT ELECTRICAL: SHED WATER DETAIL A WASHER CANOPY:3.64 AMPS, 120VOLTS,60Hz 3.00 LED COD: 1.5 AMPS, 120VOLTS,6OHz LCD COD:2.0 AMPS, 120VOLTS,60 Hz ,-,'-FINISHED CURB NOTE:THIS SIGN IS INTENDED TO BE INSTALLED IN ACCORDANCE WITH THE HEIGHT (GRADE) REQUIREMENTS OF ARTICLE 600 OF THE NATIONAL ELECTRICAL CODE AND/OR 1:. '1111. OTHER APPLICABLE LOCAL CODES.THIS INCLUDES THE FIR LEM T_LLI OF THE SIGN. N �i I rFi P N- DESIGN NOTES 42" 1. ALL CONCRETE EXCEPT CONCRETE USED FOR BACK FILL SHALL DEVELOP "�'�PAVEMENT SURFACE A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I.@ 28 DAYS EMBEDMENT -44 2. CONCRETE BASE DESIGNED USING SOILS HAVING AN -" '_ ": I.,- I. ALLOWABLE BEARING CAPACITY OF 150 P.S.F./FT. lit Is 3. ALL FOOTING EXCAVATIONS ARE TO BE FREE OF WATER AND FOREIGN -1/2" CONDUIT j2j 1 MATTER BEFORE PLACING CONCRETE. CONDUIT 4. IF THESE CONDITIONS DO NOT EXIST,ANEW BASE MUST BE DESIGNED BY -f irm /2 91-01, .. 11, " . . 11 -1- A LICENSED STRUCTURAL ENGINEER. 11 1] A 11 ':I B . 2 (4) 0 1 .00" x 48" B GALVANIZED 9'-3" 11 ll.';a j,it it-# 11 It It Ili .It Is "Is ANCHOR BOLTS LANDSCAPE NOTE: AREA ABOVE7RE-BASE PLATE IS TO REMAIN EXPOSED. NO SHROUD OR -:4: -4:: 1..' 1': LANDSCAPE MATERIAL SHOULD BE PLACED ON TOP OF THE BASE PLATE. !4 (12) #6 VERTICAL REBARS lit WITH #3 TIES @ 12 O/C it, 2010 FLORIDA BUILDING CODE MATERIALS: (3 #3 TOP 5") SECTION 16 WIND LOAD,ASCE 7-10 GRADE F 1554 Gr 36 ANCHOR BOLTS VERTICAL REBAR 150 MPH WIND LOAD GRADE A615 60 KSI REBAR n. it.. EVENLY SPACED RISK CATEGORY 11 Is, 11 ;I d.11 It 022.00" ROUND REBAR- P. pr? EXPOSURE C SPACED 12" OC (4) ANCHOR BOLTS . . .. Il" .. NAME DATE PRODUCT: McDONALD'S 03'-0"- LICENSE ENCON SERVICES, INC. -DRAWN UVIR 10FEB01 ARCADE BUILDING #77 2272 JAUDON ROAD CHECKED N POLE w/ FIBERGLASS CANOPY DESIGNED S 12/12106 TWI A CONCRETE--/� DOVER, FL 33527 1 A 813-655-3373, FLEB#9394 CUSTOMER SERV MCDONALDS#3370 F 435 ATLANTIC BLVD. ID c" _5'HOLE IN BASE PLATE FOR: .**.J. I ENG APPR. ATLANTIC BEACH, FLORIDA 0 1-1/2"CONDUIT FOR DATA&ETHERNET ORID 4 too PROPRIETARY AND CONFIDENTIAL 01-1/2"CONDUIT FOR LOOP DETECTOR 1p% qpomir� THE INFORMATION CONTAINED IN THIS SIZE DWG. NO. REV FIGURE 2 NAL .0, DRAWING IS THE SOLE PROPERTY OF A "w 0'. 0 1/2"CONDUIT FOR 120V PRIMARY WIRES E'**rbft EVERBRITE LLC. ANY REPRODUCTION REBAR LAYOUT �rffjw-'. 'S Mm*Syd=Divi&m IN PART O'R AS A WHOLE B I N449131 S m FIGURE I DATE SIGNED: 1/22/2015 WITHOUT THE WRITTEN PERMISSION OF - BOLT PATTERN I DO NOT SCALE DRAWING I EVERBRITE,LLC.IS STRICTLY PROHIBITED. E71.32TYPE: INSTALL F-S HEET 1 OF 1 8 7 6 5 4 3 2 1 SWING ARM INSTALLATION INSTRUCTIONS 1. REMOVE HINGE SERVICE COVER(SEE FIG.1)(ARM IS SHIPPED WITHOUT LETTERS ATTACHED) 2. SET LETTERS ON TO TOP OF ARM-ALIGN WITH THE(2)RIVNUTS IN COVER. 3. START THE(4)SCREWS FURTHEST FROM CENTER(SEE FIG.2)(LEAVE SCREWS LOOSE) USING:(2)1/4-20 X I HXHX MS (2)1/4"LOCK WASHERS 4. LIFT ARM TO POSITION ON POLE Temporarily remove this piece 5. MOUNT ARM THROUGH THE(5)HOLES INSIDE THE ARM TO THE TAPPED HOLES IN THE POLE by removing (4#10 screws from top (START WITH CENTER BOLT)(DO NOT TIGHTEN SECURELY) and (2)#10 screws from bottom in USING: (5)1/2-13 X 1.5"HXHD BOLTS order to mount swing arm to pole. (5)1/2-LOCK WASHERS (5)1/2"FLAT WASHERS 6. CHECK FOR LEVEL 7. IF LEVEL-SECURELY TIGHTEN THE(5) MOUNTING BOLTSAND(SKIP STEP 8) 8. IF NOT.LEVEL- 8.1 LIFT ARM OVER LEVEL 8.2 TIGHTEN THE(5)BOLTS 8.3 LET ARM HANG 8.4 CHECK LEVEL AGAIN 8.5 ADJUST AS NESSESARY Remove this cover by removing 9. CHECK ARM MOTION BY ROTATING ARM; LOOKING FOR SMOOTH OPERATION (6)#8 screws in order to adjust 10. CHECK SPRING TENSION ON SWING ARM HINGE BY ROTATING ARM APROX 3 FEET AND tension in springs. RELEASING,ARM MUST RETURN TO POSITION (IF IT DOES NOT RETURN TO POSITION;ADD LIGHT OIL TO HINGE) 11. TO ADJUST SPRING TENSION ADJUST THE 1/4-20 NUTS ON THE(3)EYEBOLTS PER SIDE (TIGHTEN SECURELY) ------- 12. INSTALL HINGE SERVICE COVER BY SLIDING IT UNDER THE LETTERS AND INSTALLING WITH: (6)YELLOW 8-18 X.5"HXWHD SCREWS FIGURE 13. SECURE THE LETTERS-INSTALL(3) 1/4-20 X I"SCREWS AND(3)1/4"LOCK WASHER TO THE INNER MOST MOUNTING HOLES (MUST LINE UP WITH THE RIVNUT IN HINGE SERVICE COVER) 14. **USE LOCKTITE ON THREADS OF SCREWS." SECURLY TIGHTEN ALL(6)1/4-20 SCREWS ON ------ THE LETTERS 15. TOUCH UP AS NEEDED WITH PAINT SUPPLIED X P. P A (5) swing arm mounting holes LICENSE #77696 S �ZORD L DATE SIGNED: 1/22/2015 NAME DATE ENCON SERVICES, INC. --DRAWN LIVIR 04JANOB MCDONALDS #3370 2272 JAUDON ROAD CHECKED---F----- 435 ATLANTIC BLVD. TRS 9/19107 ATLANTIC BEACH, FLORIDA FIGURE 2 DOVER, FL 33527 DESIGNED 813-655-3373, FLEB#9394 CustSery PRODUCT: MCD ARCADE BUILDING ENG APPR. DOUBLE WPG 1/4-20 adjusting nuts for 00606ile E PROIRIETARY AND OONIIDENTIAI V NFORMATION CONTAINED IN THIS --�§-1Z—E1DWG.—NO. RE swing arm tension erbr THEI ZA001 5 DRAWING IS THE SOLE PROPERTY OF -- AMY-11 EVERBRITE,LLC.ANY REPRODUCTION IN449200S NEXT ASSY USED 0 Wntfty&)*m Vyidm IN PART OR AS A WHOLE B ' N WITHOUT THE WRITTEN PERMISSION OF -1-F APPLICATION DO NOT SCALE DRAWING EVERBRITE,LLC.IS STRICTLY PROHIBITED. SCALE: 1:8 1-YPE: INSTALL SHEET 2 OF 2 R.w DESCRIPTION' WAN08 DESIGN NOTES POLE INSTALLATION INSTRUCTIONS: DATE: APPROVED: A INITIAL RELEASE K UPDATED FO 1. STAKE FOUNDATION AREA AND CONFIRM FINAL _03AUG12 1.) ALL CONCRETE EXCEPT CONCRETE USED FOR BACK FILL SHALL DE VELOP LINDATION&WINDLOAD SPEC I REVsE ANUcHoRBO TAL(r 22APR13 Trw V5 COPYC�= w— GED CW A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I.@ 28 DAYS GRADE REQUIREMENTS WITH G.C. 4026) 2.) CONCRETE BASE DESIGNED USING SOILS HAVING AN (TOP OF FOUNDATION IS 3"ABOVE PAVEMEN-r(GRADE) 1.N r i9t13 ALLOWABLE BEARING CAPACITY OF 150 P.S.F.AFT. 2. EXCAVATE FOUNDATION AREA. M.- 3.) ALL FOOTING EXCAVATIONS ARE TO BE FREE OF WATER AND FOREIGN 3. POUR FOUNDATION INSERT(4) MATTER BEFORE PLACING CONCRETE. ANCHOR BOLTS(PER FIGURE 1). 4.) IF THESE CONDITIONS DO NOT EXIST,ANEW BASE MUST BE DESIG14ED BYA 4. ALLOW CONCRETE CURE TIME AS REQUIRED LICENSED STRUCTURAL ENGINEER. 184" 1111- 5. PLACE(4) 03/4"LEVELING NUTS AND WASHERS ON THE FOUR ANCHOR BOLTS TO PROVIDE A 1.50"MAX GAP BETWEEN THE FOUNDATION AND BASE PLATE OF THE POLE,(SEE DETAIL A).. 2010 FLORIDA BUILDING CODE 6. POSITION THE POLE ONTO THE ANCHOR BOLTS AND SECURE IN SECTION 16 WIND LOAD,ASCE 7-10 PLACE WITH(8) 0 3/4-NUTS AND WASHERS,(SEE DETAIL A). 0Awts,..N_ 7hrF 150 MPH WIND LOAD 7. LEVEL POLE BY ADJUSTING THE 3/4-NUTS(SEE DETAIL A). -C A Fag maw F442 77 RISK CATEGORY 11 EXPOSURE C LANDSCAPE NOTE: Area above the base plate is to remain exposed.No shroud or landscape material should be placed on top of the base plate. 12" PRE-ENGINEERED DRIVE THRU ELEMENT 8'-11 3/4" ANCHOR BOLTS 10.00 SLOPE TO SHED WAT 5"A/B PROJECTION 1.50 MAX �0 t 3.00 ----- --------- - ---------------- FINISH—- RADF"� 1_1 X E ADJUST T'O� 14.00 10.00 LEVEL POLE DETAIL A SCALE 1 : 8 Nt 7'-3" EMBEDMENT 7/8" SLOTTED T-Q" _____(4)3/4--10 GALVANIZED BOLT HOLES 40"LONG ANCHOR BOLT (12)3/4'-10 HX NUTS SECTION B-B (8)3/4-FLAT WASHERS BASE PLATE GR. F1 554 Gr 55 ANCHOR BOLTS SCALE I : 16 _-,--36" DIA. AUGERED HOLE USE (12#6 VERTICAL REBARS WITH#3 TIES @ 12 O/C (3#3 TOP 5 ) 22.00" ROUND REBAR GRADE A615 60 KSI REBAR SPACED 12" OIC PIR? a 0 (12)#6 VERTICAL. REBAR IN AME DATE EVENLY SPA 3ED LICENSE MCDONALDS #3370 ENCON SERVICES, INC. DRAWN LMR "JAN08 #77696 ;2272 JAUDON ROAD CHECKED 435 ATLANTIC BLVD. ATLANTIC BEACH, FLORIDA CONRET (4)ANCHOR BOLTS DOVER, FL 33527 DESIGNED TRS 9119/07 _—F—I 813-655-3373, FLEB#9394 Custsw PRODUCT: MCD ARCADE BUILDING ENGAPPRL E (41, REBAR LAYOUT DOUBLE WPG SCALE 1:16 ORID *gee PROPFUETARY AND CONFIDEWFIAL THE INFORWTION CONTAINED IN THIS SIZ DWG. NO. REV NAL Everbft DRAWING IS THE SOLE PROPERTY OF EVERBRITE LLC.ANY REPRODUCTION IN449200S ffi*-.0 Idatity Symm DivWon IN PART OR'i�A WHOLE B N DATE SIGNED: 1/22/ 015 WITHOUT THE WRITTEN PERMISSION OF _T — DO NOT SCALE DRAWING EVERBRITE,U_C.IS STRICTLY PROHIBITED. SCALE: 1:3' PE: INS EET 1 OF 2; now 413 nal ISTURDIVANTA VENVE AINU MOO 4D KEYNOTE LEGEND 2A(FORMERLY LAKEVIEW AVE(P))(50' RIGHT-OF-WAY WIDTH) ..... ...... .............. (DPROTECT&SAVE EXISTING TRANSFORMER............. .......... ............. 4A F(D PROTECT&SAVE EXISTING TREE.--K Q PROTECT&SAVE EXISTING RED BOX. 2C 4 C IW-- ----- ww.cphcorp.com ...... ......./, (DPROPOSED SAW-CUT LIMITS. 5 iL 2A 3 4E A Full Service . .... . (DEX13TING UTILITIES TO BE SAVED&PROTECTED. ADJUST N .................................... ............... .......... 213 TOPS TO MATCH FINISH GRADE&TO BE TRAFFIC BEARING I -F WHERE APPLICABLE. A E Firm IArchitects NEATLY SAW-CUT, REMOVE AND MATCH EXISTING CURB AND(4) GUTTER AND PAVEMENT WITH A SMOOTH TRANSITION. Engineers Environmental 24 NEATLY SAW-CUT, REMOVE&MATCH EXISTING PAVEMENT TO Landscape Architects F.................... PROPOSED CONCRETE WITH A SMOOTH TRANSITION.9 ....... MIE/P 3F.........12 Planners PROPOSED SYSL 6"12 0/, GRAPHIC SCALE IStructural ............ (D PROPOSED PAVEMENT STRIPING,SEE DETAILS, SHEET C-5.0 10 20 0 Surveyors I4(M) �5 PROPOSED HANDICAP STRIPING.SEE DETAIL, SHEET C-5.4 ------ ra. ic ranspo a on 7 ............... ................................. ------ ... ....... PROPOSED 24"WIDE WHITE PAINT STOP BAR ON PAVE MENT I INCH 20 FEET PER FDOT INDEX#1 7346.4 Offices in: -1A j i Florida PROPOSED DYSL 4",(LINES TO BE EXTENDED FROM THE [5A STOP BAR) Puerto Rico ........... PROPOSED HANDICAP RAMP 1:12 MAX. RUNNING SLOPE,2% - - - - - - - - - - Connecticut -ED - - - - - - - - - - - - - - - - - - - 6 ---- ------.............. MAXI.CROSS SLOPE PER FDOT INDEX NO.304, 31 TRUNCAII DOMES TO BE OVERLAY PAD. SEE DETAIL, SHEET C-5.(M) - - - - - - - - - - a Maryland 17 DONA.......... 2 *Texas PROPOSED TRUNCATED DOMES TO BE OVERLAY PAD 36" DEEP.f�AK IIPRCPOSED SERVICE DELIVERY RAMP. - - - - - - -I18.................... PROPOSED CONCRETE PAVEMENT. SEE DETAIL,SHEET C-5. Uj ....................A 23 IPROPOSED CURB AND GUTTER.STANDARD CUR13ING SHOWN 24.00! SHADED. SEE DETAIL, SHEET C I............... <I (D IPROPOSED CONCRETE SIDEWALK PER FDOT INDEX#310(5%............. MA>. LONGITUDINAL SLOPE, 2% MAX.CROSS SLOPE). U,............. W ..........PROPOSED CONCRETE PAVERS PER McDONALD'S 0 ................. 21E�.......... ............ SPECIFICATIONS BOUNDED BY 6" RIBBON CURB (5%MAX. ........................... 0 A L DS P A.- ......................I- - - - - - - ...... LONGITUDINAL SLOPE, 2% MAX. CROSS SLOPE).- - - - - - - - I2D PROPOSED NOSE DOWN CURBING, SEE DETAIL,SHEET C-5.IPRCPOSED OUTDOOR ENVIRONMENTS.A MINIMUM OF 5%PATIO TABLES TO BE HANDICAP ACCESSIBLE. PROVIDE 30".......................... WICTIH,27"KNEE CLEARANCE,AND 19-OF UNOBSTRUCTED II............ G) IZ ............ DEPTH. IDENTIFY WITH SIGNAGE. . .................. 13 B '1� .......- 40 SIDE BY SIDE DRIVE-THRU STANDARD MODIFIED A ............ PROPOSED PATIO AREA:CONCRETE PAVERS PER A IIMCDONALD'S SPECIFICATIONS BOUNDED BY 6"RIBBON CURB 20' ............ SIDE BY SIDE DRIVE-THRU 3 A SINGLE BOLLARD SHOULD 13E POSITIONED AT THE CORNER OF THE BUILDING ON THE (2%MAX. SLOPE IN ANY DIRECTION). 1.SIDE BY SIDE DRIVE-THRU CURBING DETAILS: ........................ ........ DRIVE-THRU SIDE.IT SHOULD BE FLUSH AGAINST THE BUILDING AND FACE OF THE BOLLARD ........................ DE(-ORATIVE ALUMINUM RAILING PER MCDONALD'S DRIVE-THRU LANES BOUND BY CURB ON BOTH SIDES ARE TO BE 12'-O".LANES BOUND SHOULD BE TIGHT AGAINST THE BACK OF THE CURB, 'G ON THE OTHER SIDE ARE TO BE A MIN. 2 SPECIFICATIONS. BY CURB ON ONE SIDE AND PAINTED STRIPIN ............................. G OF AU ER SINGL ARM"McDONALD'S GATEWAY"FOOTING 18'T024"FROM FACE OF CURB.OR F�I (24� PROPOSED CONDUIT CONNECTION. SEE MENU BOARD AND E3 DOUBLE ARM G TEVI,�AY SIGN SHOULD BE LOCATED AT THE TIP OF THE ISLAND. SEE 22 COD MANUFACTURIER'S DETAILS. B HE MIN.RADIUS FOR ALL INSID&DRIVER'S SIDE DRIVE-THRU CURBING IS 20 0". MA UFACTURERiLOCAL SPECIFICATIONS FOR DETAILS. Ei ...........io PRIMARY LANE CURBING SHOULD BE AS STRAIGHTAS POSSIBLE.(LESS CURVINQ THE DISTANCE BETWEEN THE TIP OF THE CURBED ISLAND AND THE CENTER LINE OF THE ............................ a 7 (25 PR POSED SWSL 4" THE IBETTER). 4 .......... PRIMARY COD MUST BE THIS MEASUREMENT IS TAKEN PARALLEL To THE INSIDE CURB II0 FACE OF THE PRIMARY LANE. THE OVERALL LENGTH OF THE CURBED ISLAND SHOULD BE 35'45'. THE LENGTH OF Lu 6 HE ISLAND FROM THE COD ALLOWS FOR THREE CARS IN THE SECONDARY LANE,plo THE PRIMARY LANE DETECTOR LOOP SHOULD BE PERPENDICULAR TO THE CENTER OF THE IN THE PRIMARY LANE AND ONE AT THE COMMITMENT POINT. PRIMARY COD. ............................. -- ............. ............... . ... .... . THE ISLAND WIDTH SHOULD BE 1TAT THE WIDEST POINT fFACE OF CURB TO FACE OF ETURB). 4.SIDE BY SIDE DRiVE-THRU EQUIPMENT POSITIONING FOR SECONDARY LANE: 20 I6 12 ENTRANCE LANE ENTERING THE SIDE BY SIDE DRIVE-THRU IS TO BE 14%0"MIN. F4 A� TO POSITION THE E AN ARC WITH A 14'RADIUS THAT IS CENTERED T OF THE ISLAND TIP,THEN OFFSET THE FACE OF CURB BY 24"TO FROM THE MIDPO N PARKING INFORMATION DETERMINE THE LOCATION OF CENTER OF FOUNDATION OF SECONDARY COD, ��NLI 12 .................................. .................. A; TOTAL PARKING REQUIRED: I SPACE 14 SEATS, 2.SIDE BY SIDE DRI',,E-THRU PAVEMENT MARKINGS: ....... 'ATED AT 14%THE LOOP DETECTOR IS TO BE 2'FORWARD DRIVE1 SPACE� 79 SEATS 4 20 SPACES 61,WIDE YELLOW PAINT STRIPE TO SPAN OUTER EDGE OF THE ENTIRE DRIVE-THRU LANE. WHEN THE SECONDARY COD IS LOC, 9 OF THE COD CENTER LINE WITH THE LOOP FACING FORWARD AND THE DETECTOR LOOP REQUIRED -THRU ENTRANCE WHERE"McDONALD'S GATEWAY"IS LOCATED. iLANE STARTS AT DRIVE PERPENDICULAR TO THE SECONDARY COD WHEN POSSIBLE. 20 -HEADED ARROW PAVEMENT MARKING.STANDARD STRIPING MARKINGSARE 71 THE CENTER OF THE SECONDARY MENU BOARD FOUNDATION SHOULD BE LOCATED 22'FROM 8 F2B] DOUBLE ISHAFT,TARROW STEM AND TFOR THE ARROW HEAD.TIP OF ARROW HEAD TO BE LOCATED FACE OF CURB AND APPROXIMATELY FROM THE TIP OF THE CURBED ISLAND.THE END =........... (S)� ...............................I `_38 PACES TOTAL AT CENTER OFEACH............../........... CAP OF THE SECONDARY MENU BOARD SHOULD NOT BE LESS THAN 12"FROM FACE OF CURB. ..... ............. .�,SPACE OPO MENU BOARD-THE END CAP OF THE SECONDARY MENU BOARD SHOULDNOT CU E -Re4O VEHICLES LEAVING EACH COD SIMULTANEOUSUY EXISTIN13 POINT IS LOCATED WHERE BE LOCATED OVER THE INNER FACE OF THE CURB.) ANGLE SHOULD BE TO MAXIMIZE F1 2 DISABLED SPACES RST IIV,'OULD MEET.THE MERGE POINT STRIPING IS TO BE LOCATED BY OFFSETTING THE INNER............ F271 MERG ............ PRIMARY LANE BACK OF CURB 9,0'AND OFFSETTING THE OUTER LANE STRIPING 8.0'.AT THE CAR VIEWING................. .............................. 40 ........... U S ORDER HERE CANOPY'COD/CANOPY FOUNDATION TIGHTAGAINST BACK .......... ............. INTERSECTION OF THESE OFFSETS,A 6"YELLOW STRIPE IS TO BE MARKED PERPENDICULAR 0 ............................... TO THE OUTER LANE AS WELL AS THE INNER PRI[MARY LANE. <1 41 z TOTAL OF CURB.SEE MANUFACTURERILOCAL SPECIFICATIONS FOR DETAILS. ................. --------................................... ................. ................ . ....................... 31 SPACES........................... ......................... . .......... ................./I.......... ......... ................. ............... ............. .............. SPACES ------ ...... THE WORDS"THANK YOU"ARE TO BE PLACED AFTER THE 8"WIDE YELLOW STRIPE(PAINTED THE SECONDARY MENU BOARD SHOULD BEAT AN ANGLE BETWEEN 30"AND 40�TO MAXIMIZE :z...... ........... ......................... PROVIDED 2 DISABLED SPACES El YELLOW). SECOND CAR VIEWING. (OPTIONAL OPO MENU BOARD-THE SECONDARY MENU BOARD SHOULD BE AT AN ANGLE NO GREATER THAN 30�TO MAXIMIZE SECOND CAR VIEWING.) 33 THE 8"WIDE YELLOW STRIPE PRIOR TO THE WORDS"THANK YOU"IS FOR PARKING CARS ATLANTIC BOULEVARD X z -15 C\1 .......................... THAT ARE WAITING FOR ORDERS.THE STRIPE SHOULD BE 40'FROM THE CENTER LINE OF 0 THE OPEN PRESENT BOOTH WINDOW. 5.SIDE BY SIDE DRIVE-THRU DETECTOR LOOP: SR NO. A-1-A & 10 F5_Aj DETECTOR LOOPS SHALL BE LOCATED AT THE CENTER OF THE OPENING WINDOW AT THE 0 T SITE NOTES -0 3.SIDE BY SIDE DRIVE-THRU EQUIPMENT POSITIONING FOR PRIMARY LANE: AND PRESENT BOOTHS.I. EXISTING UTILITIES ARE SHOWN IN SCHEMATIC ONLY. r7A MIN�60'(+,;-5')LINEAR DISTANCE BETWEEN THE CENTER LINE OF THE COD FACE AND THE (D > 0 CONTRACTOR SHALL USE DUE REGARD WHEN PERFORMING ANY CENTER LINE OF THE OPEN CASH BOOTH WINDOW AS MEASURED ALONG THE CENTER LINE SIDE BY SIDE DRIVE-THRU OPTIONAL FEATURES:SITE PLAN SITE DEMOLITION. OF THE LANE.THIS MAY ONLY BE INCREASED IN 20'INCREMENTS TO A MAX.OF 100'.100'IS -OPTIMAL. 1.SIDE BY SIDE DRIVE-THRU OPTIONAL EQUIPMENT: a) CL 2. ALL ELEVATIONS-SHOWN ARE IN REFERENCE TO THE BENCHMARK -I- CL 0 0 20' THE EDGE OF THE PRE-SELL BOARD SHOULD BE 187 AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR AT -24"FROM FACE OF CURB�12"IS GROUNDBIREAK. THE CENTER OF THE PRIMARY MENU BOARD FOUNDATION IS TO BE 10.0'FROM THE CENTER THE MINIMUM).THE DISTANCE BETWEEN THE PRIMARY COD AND PRE-SELL BOARD IS OF THE COD FOUNDATION. A TO BE 30'AS MEASURED ALONG THE CENTER LINE OF THE LANE.THIS IS MEASURED Plans Prepared By:3. FINISH WALK AND CURB ELEVATIONS SHALL BE 6"ABOVE FINISH FROM THE CENTER OF THE PRE-SELL BOARD FOUNDATION TO THE CENTER OF THE PAVEMENT. THE PRIMARY MENU BOARD SHOULD BE AT AN ANGLE BETWEEN 40-'AND 50"ANGLE FROM A COD FOUNDATION.THE ANGLE OF THE PRE-SELL BOARD SHOULD MAXIMIZE VISIBILITY CPH, Inc. 4. DINIENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS SHOWN CAR POSITIONED AT THE COD TO MAXIMIZE SECOND CAR VIEWING. TO THE THIRD CAR FROM COD.. 500 West Fulton St. DEMOLITION (BOC)WHICH INDICATES BACK OF CURB. AUGER"McDONALD'S ORDER HERE CANOPY"CODfCANOPY FOUNDATION TIGHT AGAINST BACK Sanford,FI.32771 -STRIPE AFFECTED PARKING AREA, 5. CONTRACTOR TO SEAL AND RE KEYNOTE LF-GEND F51 'ANY LANE,ANY TIME'BOLLARD TO BE MOUNTED TO THE GATEWAY BAR, Ph:407.322.6841 STRIPING TO BE REPLACED AS EXISTING EXCEPT WHERE NOTED Licenses: ..................................... ..................111-1-11-1-1111S.I., Eng.C.O.A.No.3215 OTHERWISE. REMOVE EXISTING PLAYLAND.SEE SITE ITEMS NOT PROVIDED OR UNABLE TO MEET LAYOUT CRITERIA DUE TO SITE CONSTRAINTS.. vey L.B.No.7143 6. ADJUST ALL MANHOLE RINGS AND CLEAN OUT COVERS TO BE Sur NOTES,#15. FLUSH WITH FINISHED GRADE. ALL PARTS TO BE TRAFFIC BEARING Arch.Lie.No.AA2600926 IREMOVE EXISTING CUSTOMER ORDER (AASHTO H-20 LOADING). DRIVE THRU CRITICAL DIMENSIONS AND NOTES 7. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY DISPLAY(COD).ICOMPANIES TO DETERMINE EXACT POINT OF SERVICE SITE DATA REMOVE& RELOCATE EXISTING MENU CCNNECTION AT EXISTING UTILITY,REFER TO THE BUILOING I............. SITE LEGEND BOARD(M). ELECTRICAL AND PLUMBING DRAWINGS FOR UTILITY SERVICE THE PURPOSE OF THIS PROJECT IS TO UPDATE THE IENTRANCE LOCATIONS.SIZES,AND CiRCUITING, EXISTING DRIVE-THRU AREA BY REMOVING ANDiOR.......... <4) REMOVE EXISTING BOLLARD. 8. MC[51�FY ALL NON-COMPLIANT EXTERIOR DOOR HARDWARE,AS EXISTING CUSTOMER ORDER DISPLAY TO BE REPLACED RELOCATING THE EXISTING DRIVE-THRU EQUIPMENT,AND NECESSARY,TO COMPLIANT LARGE OFFSET D-PULL DOOR CONSTRUCTING A SIDE BY SIDE DRIVE-THRU WITH ALL .............. EXISTING MENU BOARD TO BE RELOCATED ............... HARDWARE. ............REMOVE EXISTING PLAY AREA FENCE, SUPPORTING EQUIPMENT AND BRING THE SITE INTO ADA ............. (6> REMOVE EXISTING SIDEWALK I PAVERS. 9. ENURE ACCESSIBILITY STICKERS ARE PLACED ON ALL PROPOSED DRIVE-THRU GATEWAY BAR -LICABLE DOORS. COMPLIANCE.IAP,: (M) PROPOSED MENU BOARD IREMOVE EXISTING CURBING. I 0.EN3URE SPEECHIHEARING IMPAIRED SIGNAGE IS PROVIDED AT CCrj,CASHIER WINDOW&PRESENTER WINDOW. SITE ADDRESS: 435 ATLANTIC BOULEVARD PROPOSED CUSTOMER ORDER DISPLAY SPEAKER LE�r............. REMOVE EXISTING SIGN. I 1.TRANSITIONS TO BE FLUSH ALL ALONG THE ACCESSIBLE ROUTE. ATLANTIC BEACH, FLORIDA 32233 Ii IC= PROPOSED DETECTOR LOOP CONTRA LEVEL L�13 ..... 0 CTOR SHALL ENSURE THE MAXIMUM CONSTRUCTED.............................. (PS) PROPOSED PRE-SELL BOARD REMOVE EXISTING PAVEMENT. TRANSITION AT EVERY JOINT DOES NOT EXCEED THE MAXIMUM PARCEL I.D. NUMBER, 170694-0000 .............. ALI OVI/ABLE UNDER THE ADA AFTER SETTLEMENT,EXPANSION; REMOVE EXISTING STRIPING- S PROPOSED ASPHALT PAVEMENT ........... .......... M 0 ---------- ............. CONTRACTION,ETC. CHANGES IN LEVEL OF IA"HIGH MAXIMUM SITE TOTAL AREA: 45:000&F. (1�03 kC.±) PROPOSED CONCRETE PAVEMENT SH,�LL BE PERMITTED TO BE VERTICAL. CHANGES IN LEVEL ILL EXISTING LAND USE- FAST FOOD WITH DRIVE THRU z ............ BETWEEN 114"HIGH MINIMUM AND V2"HIGH MAXIMUM SHALL BE PROPOSED ASPHALT PAVEMENT/RE-GRADING .............IBEVELED WITH A SLOPE NOT STEEPER THAN 1:2. PROPOSED LAND USE: FAST FOOD WITH DRIVE THRU IU54 O'> 12.FILL EXPANSION]CONTROL JOINT WITH EXTERIO PROPOSED AREAS OF DEMOLITION R GRADE ...................... LU 0 CC111CRETE EXPANSION JOINT CAULKING. FILL ENTIRE LENGTH OF EXISTING USE- SYSL/6" SINGLE YELLOW SOLID LINE 1 6"WIDE CL E JOINT SUCH THAT ANY CHANGE IN ELEVATION DOES NOT EXCEED.................. SWSL14" SINGLE WHITE SOLID LINE 4"WIDE 114'IN ELEVATION FROM THE ADJACENT CONCRETE SURFACES PROPOSED USE- McDONALD'S RESTAU DRIVE- THRU DIMENSION TIE Uj W ....... WHEN CAULKING HAS CURED. FOR JOINTS WITH VOIDS DEEPER 0 DYSL14" DOUBLE YELLOW SOLID LINE 14"WIDE 2Y ZONING: ORDER WINDOW SUBJECT SITE: ACG COMMERCIAL GENERAL T14AN 112',INSTALL CONTINUOUS FIBERBOARD EXPANSION JOINT Z FILLER BELOW CAULKING TO SUPPORT CAULKING ABOVE. PRESENTER WINDOW C) .... ........... 13.CCNTRACTOR TO REPLACE DAMAGED PLANT MATERIAL NORTH: STURDIVANT AVENUE -K INCLUDING SOD,IMPACTED BY CONSTRUCTION ACTIVITIES IN z ............ ACCORDANCE WITH THE LANDSCAPE PLAN. SOUTH: ACG COMMERCIAL GENERAL EXISTING PARKING COUNT....... EAST: ACG COMMERCIAL GENERAL FORWARD PRESENTER WINDOW OOV > 14.CCNTRACTOR TO MODIFY IRRIGATION AS NECESSARY TO WEST: ATLANTIC BLVD, (S.R. NO.AIA& 10) 0 z ACCOMMODATE NEW LANDSCAPE. PROPOSED PARKING COUNT ...................... 15.PLNY.PLACE MUST BE PERSONALLY DESTROYED OR TAKEN TO PROPOSED AREA CALCULATIONS- -THRU PARKING SPACE LAkIDFILL BY CONTRACTOR. RESERVED DRIVE ......................... BUILDING AREA: 3,782 S.F�(&40%) -w-(HC) HANDICAP SIGN (FTP-25) iIMPERVIOUS AREA: =28,476 S.F� (63.28%) -(DE) DO NOT ENTER SIGN (R5-1) --__ ............ = 12,742 S.F. (28.32%) PERVIOUS AREA: (S) STOP SIGN(RI-1)00 -cr--(RT) RIGHT TURN ONLY SIGN (R3-5R) IEXISTING AREA CALCULATIONS: 0 I............ ........................................... ZA (NQ NO LEFT TURN SIGN(R3-2) BUILDING AREA: = 3,782 S.F. (8.40%) A,1ways ca'll hi two full business days before you di IMPERVIOUS AREA- = 29,154&F. (64�79%) ....................... 9 A ..... (DT) RESERVED DRIVE-THRU PARKING SIGN IPERVIOUS AREA: 12,064 S.F� (26.81%) .......... TOTAL: 45,000 S.F� (100�00%1 .......... .......... .... ........................................... ................ Sheet No. . .. .... ........... NOTES: :n414�............................ .........................................--------- 1). NO ADDITIONAL SEATS PROPOSED. AREAS OF DEMOLITION DRIVE-THRU SIGHT TRIANGLE ENU BOARD TIES 2). IMPERVIOUS AREA REDUCED. McDONALD'S PROJECT 1" 30* I" 20' 1 20- CODE: 009-0272 r 11 J - on -lo C, 24-04.ATT -R—L a-To. 81. 'a7- ILI an 77 El S El L I V4T 10 Q�. CL T LE: samo, 'ETAL Pa.<�AlzLLI� ex,.T-—11- - -- ... ."t.,iFwK",— —4 o-W11*�Rll� ��Ldl V 4 T' �TAIL �RIFYIIIM EF� �h E-�--A E-� M-4 M J, E3 E Ej/ H7 _ELEVATION —141 ol KEY Kat!Ei�c -TI L-1 III It I i E]-T El -1—AL El —IT"-- —T. I-L-P IA-P YB- A2. 1 T-1 f— -.Y BUILI�)INS DATA 2-1 x W-—ITY e 12� IL�—.M� El E E--\, ,�L D WILD— It- f 11 1 —V T�l l0TW e R -1—� —A I I KdTl �W a(D .7 FLORIDA BUILDING CODE DIME - 2010 - 1�pn6�$A DE51GN PRE55URE5 FOR OPENING5 T AK WALL OPENING5 5CHEDULF= T T.- -11 �!W UNA Tla. 7L q> IAT Q=,,�FROINT EL-EVATION q4 X,6T� TICAL�LM$.A�� T--T��1�—�— 24-=.ATTA�L2P T RXST��RTICAL AW,�E �41-T�R;S�T$.Mk�61M MT�BMD UT�EX!Vi�—l"L�E*. ...... �ArT MX167�M-MILT�=�l 11 FE-1 q co 5.N-84- tlt�—W,T . 0 t =71 -100�259- r2-'\ NCN-DRIVE-T�4RJ ELEVATION -741 KEY NOTE& -T El El—T —L El 21— 1402.38 Ell] A2.0 L —Y 5y 0� 8 7 6 5 4 3 2 48 R.v: DESCRIPTION: ---------DATE: ___ APPROVED: MOUNTING TO WOOD, EIFS AND TILE A INITIAL RELEASE 3/21/12 LO B INITIAL RELEASE 05/03/12 RCW C INSTALL INSTRUCTIONS AND NOTES WERE UPDATED 06/11/12 RCW 3 D NSTALL INSTRUCT ONS UPDATED TO 07/05/12 RCW 13 3 13—f—6 !NCLUDE MOUNTINIGC TO EIFS AND TILE 16 INSTALLATON INSTRUCTIONS: ZEN' 1. REMOVE FACE BY REMOVING(17)#8 PHILLIPS FLAT HEAD D SCREWS AROUND PERIMETER OF FACE.PULL FACE OFF OF BACK. 2. POSITION AS REQUIRED,MARK MOUNTING AND CABLE LOCATIONS. 3. IF EIFS IS PRESENT GO TO STEP 4.IF TILE IS PRESENT GO TO STEP 5. IF WOOD IS PRESENT GO TO STEP 6. 4A. USING A HOLE SAW,DRILL A I"DIA.HOLE OUT OF THE EIFS WHERE EACH MOUNTING LOCATION IS MARKED.DRILL THIS ELECTRICAL /—(l 7) #8 FLAT HEAD SS HOLE ONLY AS DEEP AS THE EIFS IS THICK. 4B. DRILL PROPER PILOT HOLES FOR THE LAG BOLTS THROUGH NTRANCE SHEET METAL SCREWS THE PLYWOOD BACKING AND WOOD BLOCKING. GO TO STEP 5C FOR FACE ATTACHMENT 5A. USING CARBIDE TIPPED MASONRY DRILL BITS,DRILL 1 DIA.HOLES OUT OF THE TILE WHERE EACH MOUNTING CHASE NIPPLE LOCATION IS MARKED.DRILL THE HOLES SLOWLY WITH LIGHT PRESSURE AND SPRAY WATER CONSTANTLY ON THE TILE TO KEEP THE BIT COOL.DON'T STOP THE BIT WHILE TURNING IN THE HOLE OR IT COULD BIND AND CONDUIT FOR 120 VOLT CRACK THE TILE. co 5B. DRILL PROPER PILOT HOLES FOR THE LAG BOLTS THROUGH WIRING PER CODE THE PLYWOOD BACKING AND WOOD BLOCKING. 5C. USING ALUMINUM HOLLOW PIPE WITH A MINIMUM INSIDE ON/OFF DIAMETER OF.493",(REFERENCE MCMASTER PART NUMBER: TOGGLE x", 5038K12-3/8"X 72"SCHEDULE 40 ALUMINUM PIPE)CUT PIPE C SECTIONS THAT HAVE A LENGTH EQUAL TO THE THICKNESS OF C 10 SWITCH THE TILE OR EIFS PLUS 1/8". 6. PRE-DRILL HOLES IN WALL FOR THE 1/4"LAG 3o, (5) 1/4" SS LAG SCREWS BOLTS. 22 1 7. DRILL CLEARANCE HOLE FOR THE CABLE AND FITTING. 8 1-1/2" EMBEDMENT THRU BLOCKING 8. MAKE FINAL ELECTRICAL CONNECTIONS.IF ELECTRICAL IS NOT A PROVIDED CONTACT EVERBRITE.(NOTE:BE SURE TO PUSH WIRE —A (5) 1/4" SS FLAT WASHERS BACK THROUGH THE CONDUIT BEFORE ATTACHING SIGN TO THE (BY EVERBRITE) WALL.) 7 (? 9. TEST LIGHT.TAKE PHOTOS. 10. SILICONE ALL WALL PENETRATIONS AND MOUNT ARCH BACK ALT. MOUNTING ANCHOR TO WALL USING SUPPLIED LAG BOLTS AND WASHERS.IF EIFS OR "(3) 5/16" DRAIN T r__ INJECTION 411 TILE IS PRESENT INSERT ALUMINUM PIPES IN THE 1"DIA.HOLES (5) 1/4" DIA. LIBERTY TOGGLE BOLTS BEFORE MOUNTING ARCH BACK. HOLES MOLDED 11. ATTACH FACE TO BACK((17)LOCATIONS) 4W" THRU MIN. 5/8" THICK PLYWOOD 5-1. 511 FACE USING HARDWARE REMOVED FROM STEP 1. 22 22 =ma. r 1, 12. INSURE TOGGLE SWITCH IS LEFT IN'ON'POSITION 8 8 5/16" DIA. MOUNTING 45— HOLETHRU REFERENCE MCMASTER PART NUMBER: PR 4 BACK OF 50381<12 — 3/8" X 72" SCHEDULE 40 ALUMINUM PIPE) ARCH B 0 9 #8 SHEET METAL B 16 EIFS FACE OR TILE MATERIAL SCREW (TYP PLYWOO LICENSE #777 6 1/4"SS LAG BOLT 2X6 WOOD BLOCKING 1/4"SS LOCK WASHER E 1/4"SS FLAT WASHER 01F� 3/8"PIPE SPACER RRVD Ilk AL Q 7 DATE SIGNED: 1/2212015 F_ NAME DA rE CDONALDS#3370 ENCON SERVICES, INC.-DRAWN LID 3/21/12 M 31GN BACK 2272 JAUDON ROAD CHECKED 435 ATLANTIC BLVD. A DOVER, FL 33527 DESIGNED——- ATLANTIC BEACH, FLORIDA A 813-655-3373, FLEB#9394 CUSTOMER SERV. LAG BOLT E NG.APPR. PRODUCT. MCD NEXTGEN 42"ARCH TITLE:INSTALL,MCD NG 42"ARCH & WASHER -g I. 2010 FLORIDA BUILDING CODE PROPRIETARY AND CONFIOENn4L E INFORMATION CONTAINED IN THIS SIZE DWG. NO. REV SQUARE FOOT AREA: SECTION 16 WIND LOAD,ASCE 7-10 DRAWING IS THE SOLE PROPERTY OF er IV Ev ACTUAL: 5 SQ. FT 150 MPH WIND LOAD EVERBRITE,LLC ANY REPRODUCTION IN PART ORASA*WHOLE IN449582S D BOXED: 14 SQ. FT. 0 I&ntky SyMm Dlvnm ITHOUT THE WRITTEN PERMISSION OF B EXPOSURE C DO NOT SCALE DRAWING EVERBRITE,U.C.IS STRICTLY PROHIBITED. SCALE: 1:1 PART _iSHEET 1 OF 2- j RISK CATEGORY 11 8 7 6 5 4 3 2 1 8 7 6 4 3 1 2 Rev: DESCRIPTION: DATE: APPROVED: MOUNTING TO BRICK OR CONCRETE BLOCK 3" DEEP A INITIAL RELEASE 3/21/12 LO STAINLESS STEEL B INITIAL RELEASE 05/03/12 RCW 1/4 FLAT WASHER WR C INTALL INSTRUCTIONS AND NOTES WERE UPDATED 06/11/12 RCW c D INSTALL INSTRUCTIONS UPDATED TO 12 RCVV _j CLUDE MOUNTING TO EIFS AND TILE 776� STAINLESS STEEL coloo 0 INSTALLATON INSTRUCTIO S: D 1/4-20 NUT 1. REMOVE FACE BY REMOVING(17)#8 PHILLIPS FLAT HEAD SCREWS AROUND PERIMETER OF FACE.PULL 4 FACE OFF OF BACK. /—(17) #8 FLAT HEAD SS 2. POSITION AS REQUIRED,MARK MOUNTING AND CABLE SHEET METAL SCREWS LOCATIONS. STAINLESS STEEL 3. PRE-DRILL(5)3/8-DIAX 3-DEEP HOLES IN THE WALL FO R FAC E ATTAC H M E NT FOR THE 1/4-20 THREADED RODS.ENSURE A 2"MIN 1/4-20 THREADED RO EMBEDMENT OF THE ROD INTO THE WALL. 1 4 0 1' S 1/ S 177, 40 CHASE NIPPLE 4. DRILL CLEARANCE HOLE FOR THE CABLE AND FITTING. STAINLESS STE DETAIL A 5. ATTACH THE THREADED RODS THROUGH THE METAL S T s BACK AS SHOWN IN DETAIL A. 1/4-20 NUT SCALE 1 1 CONDUIT FOR 120 VOLT ATTACH FACE TO BACK(17)LOCATIONS. WIRING PER CODE 6. MAKE FINAL ELECTRICAL CONNECTIONS.IF ELECTRICAL ST L IS NOT PROVIDED CONTACT EVERBRITE. STAINLESS STEEL 7. TEST LIGHT.TAKE PHOTOS.(NOTE:BE SURE TO PUSH S STE L WIRE BACK THROUGH THE CONDUIT BEFORE STAINLESS 1/4 LOCK WASHER 1/4 FLAT WASH E R ATTACHING SIGN TO THE WALL.) 8. CLEAR DUST FROM THE 3/8"HOLES IN THE WALL. INSERT 1 ADHESIVE INTO THE 3/8"HOLES IN WALL. 9. SILICONE ALL WALL PENETRATIONS 10. MOUNT SIGN TO WALL BY SLOWLY PUSHING THE THREADED RODS INTO THE HOLES FILLED WITH c� ADHESIVE. C 11. ENSURE TOGGLE SWITCH IS IN ON POSITION. DESIGN NOTES: ALA T.7_—TRTS_SFGN IS INTENDED TO BE INSTALLED IN 411 ACCORDANCE WITH THE REQUIREMENTS OF ARTICLE 600 OF THE NATIONAL ELECTRICAL CODE AND ALL OTHER APPLICABLE LOCAL CODES. THIS INCLUDES THE PROPER GROUNDING OF THE SIGN. 4" A 2. LED-ILLUMINATED SIGN:NEC CLASS 2 LED #8 SHEET METAL ELECTRICAL SYSTEM. 3. POWER SUPPLY.INPUT.120�277 VAC,50-60 SCREW (TYP Hz,75W MAX OUTPUT.24VDC,VOLTAGE REGULATED,APPROXIMATE 24 WATTS; OPERATION ENVIRONMENT.WET,DAMP, DRY,-25DEG C TO+60 DEG C. f)X 4 1A (2 114 20 X 6" THREADED RODS STAINLESS STEEL (USE IF NEEDED) 4. (1)15AMP CIRCUIT REQUIRED 5� 1/4:20 X 4" THREADED RODS STAINLESS STEEL )1 1/4-20 NUTS STAINLESS STEEL 0 1?�. P/R? 1/4" LOCK WASHERS STAINLESS STEEL 5) 10) 1/4" FLAT WASHERS STAINLESS STEEL B B ADHESIVE - USE HILTI HY-20 OR EQUAL LICENSE (BY EVERBRITE) #77696 ALT. MOUNTING ANCHOR - (5) 1/4" DIA. SLEEVE ANCHORS 1-1/2" EMBEDMENT INTO BRICK OR CONCRETE BLOCK F ORO op NAL DATE SIGNED: 1/22/2015 NAME DATE ENCON SERVICES, INC. LO 3/21/12 MCDONALDS#3370 2272 JAUDON ROAD CHECKED 435 ATLANTIC BLVD. ATLANTIC BEACH, FLORIDA A SEE DETAIL A SQUAREFOOT REA: DOVER, FL 33527 DESIGNED A FOR ATTACHMENT ACTUAL: 5 SQ FT' 813-655-3373, FLEB#9394 cusToMERSE PRODUCT MCD NEXTGEN 42"ARCH INSTRUCTIONS BOXED: 14 SQ. FT. ENG APPR. TITLE:INSTALL,MCD NG 42"ARCH PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS SIZE DWG. NO. REV DRAWING IS THE SOLE PROPERTY OF Everbde DiyidW EVERBRITE,LLC MY REPRODUCTION untity sysm= IN PART OR AS AWHOLE B IN449582S D USED ON WITHOUTTHE WRITTEN PERMISSION OF APPLICATION DO NOT SCALE DRAWING EVERBRITE,LLC.IS STRICTLY PROHIBITED. SCALE: 1:10TYPE: PART SHEET 2 OF 2; .7 F 8 7 6 5 4 3 2 1 EnCon Services, Inc. Sign Design Calculations Job Description PREPARED BY: EnCon Services, Inc. MCC onalds 3370 2272 Jaudon Road 435 Atlantic Blvd. Dover, FL 33527 Atlantic Beach, Florida 813-655-3373 42"Arch Logo F 813-655-9814 Des gn per 2010 Florida Building Code,Section 16 Wind Load FLEB#9394 ASC�E 7-10, Load Case: D+0.6W Design Specifications Risk Category 11 Kzt Exposure Factor C Kd 0.85 Kz 0.98 Pi? V 150 (mph) P. Pj? GCp-GCpI 1.4 Zone 5, H<60 Feet Wind Pressure 67.2 (psf) LICENSE #77696 Sign Infor tion Height 3.50 (ft) Width 4.00 (ft) U*T 0 Thickness 1.00 (ft) ORID Distance grade to top 30 (ft) NAL Wind Sheer Force 141.06 (lb) Weight of Sign 80 (lb) DATE SIGNED: Total Sheer Force= 162.17 (1 b) 1/22/2015 Total Tension Force = 564.25 (lb) Required Provided Fa,,tener size(Nominal) 1/4 1/4 Mir mum number of fasteners 5 5 Shi er Force per fastener(lb) 32.4 170 Tei Sion Force-per fastener(lb) Ti-2.9F- 260 .j Combination Tension and 0.62 <1 OX Sheer ratio THF EADED ROD THROUGH WALL IS PREFERRED IN ALL INSTANCES. IF IT IS NOT POSSIBLE TO USE THREADED ROD,SEE CHART BELOW FOF APPROPRIATE ANCHOR SELECTION.SIZE AND NUMBER REQUIRED ARE NOTED IN THE CHART ABOVE. WA,LSTRUCTURE ANCHOR TYPE WOC�D BLOCKING LAG BOLT(1-1/2'EMBEDMENT)THROUGH BLOCKING EIFSJ OVER 5/8'PLYWOOD LIBERTY TOGGLE BOLT OR THRU BOLT WITH SLEEVE HOL(OW CONCRETE BLOCK,BRICK SLEEVE ANCHOR(1-1/2'EMBEDMENT) SOLID CONCRETE EDGE ANCHOR(2-1/2'EMBEDMENT) CMU,SOLID CONCRETE,BRICK MASONRY SCREW(2-EMBEDMENT) [HILTI HIT ROD W/HY-20 ADHESIVE(2-EMBEDMENT) ALL ANCHORS SHALL BE CHOSEN AND PLACED IN ACCORDANCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS 1/22/2015 Mc[ionalds 3370 Atlantic Beach 421N Next&en Arch IN4495825 Rev b lo; �q Rev: DESCRIPTION: DATE: APPROVEM 1(20) 3/8-16 X 1 LG H EX (12) 3/8"DIA LAG A INITIAL RELEASE 6/14/12 LO HEAD BOLTS & LOCK BOLT & FLAT WASHERS B NOTE REVISIONS 6/19/12 LO WASHERS (TOP & BOT) 3" EMBEDMENT THRU BLOCKING C MORE BRACKETS ADDED. 07/20/12 RCW NOTES UPDATED C) 0 ol .4 ,,—WEATHERPROOF J-BOX f W/DISCONNECT SWITCH PARTS INCLUDED FOR INSTALLATION: (1 96r S OTTED CENTER SPLICE/MOUNTING BRACKET 2 46_1'�" SLOTTED END SPLICE/MOUNTING BRACKET C:) /4 12 GA WALL 85" WALL MOUNTING/RCE BRACKET W/RIVNUTS L4j— MOUNT BRACKET 1 2 6" X 8" WALL MOUNT BRACKET W/RIVNUTS 2 6" X 12" RICE MOUNT BRACKET W/RIVNUTS DOUBLE 2X BLOCKING 2 6" X 4"ADAPTER RICE MOUNT BRACKET W/RIVNUTS BETWEEN WALL FRAMING 1 HARDWARE KIT WHICH CONSISTS OF: (2) 3/8" EYE BOLTS, 12GA 4.00 6.41 3/8"-1 6 X 2-1/2" LAG BOLTS, MOUNTING 28) 3/8"-1 6 X 1" HEX HEAD BOLTS, (36) 3/8" LOCK WASHERS, BRACKET 10.47 36) 3/8" FLAT WASHERS, (6) 1/16" DIE CUT GASKETS REMOVE #10 PH PNHD SCIRW 24) 1/4-20 X 3/4" HEX HEAD BOLTS, LOCK WASHERS, WASHERS, POWER SUPPL�\ AND NUTS FOR INTERNAL ACCESS 30V (INTERNAL) 197.00 C) C) /WATERPROOF J-BOX W/DISCONNCT 04 SWITCH P. pl? co UL SECTIONAL LABEL INTERNALLY ILLUMI AT LA094300 EACH HALF, B W/l/2 WATT LED'S LICENSE zoch REMOVE SCREW BEFORE #77696 OPENING REMOVE SCREW BEFORE INPUT- 120 VAC, 60Hz, 1.3 AMPS MAX OPENING �E4 OUTPUT.30VDC, VOLTAGE REGULATED, 96 WATT APPROX. .75 AMP. OPERATING ENVIRONMENT WET, DAMP, DAY-20 DEG C TO +70 DEC C 0 CIRCUIT. (1) 15 AMP REQUIRED AREA: 22.6 S FT (ACTUAL), 32.8 SQ FT (SQUARE) DATE SIGNED: 1/22/2015 WIRING: SIGN IS TO BE INSTALLED IN ACCORDANCE WITF THE REQUIREMENTS OF ARTICLE 600 OF THE NAME DATE NATIONAL ELECTRICAL CODE AND ALL OTHER APPLIC ABLE LOCAL CODES.THIS INCLUDES THE ENCON SERVICES, INC. DRAWN LO 4/2/12 MCDONALDS#3370 PROPER GROUNDING OF THE SIGN. 435 ATLANTIC BLVD. 2272 JAUDON ROAD CHECKED ATLANTIC BEACH, FLORIDA DOVER, FL 33527 DESIGNED I TITLE:ASSYMCD,NEXTGEN,WORDMARK 813-655-3373, FLEB#9394 PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED PRODUCT NEXTGEN WORDMARK 2010 FLORIDA BUILDING CODE IN THIS DRAWING IS THE SOLE 'Mi PROPERTY OF EVERBRITE,LLC. SIZE D G. No. REV SECTION 16 WIND LOAD,ASCE 7-10 A tin ANY REPRODUCTION IN PART 150 MPH WIND LOAD ON. a.w OR AS A WHOLE WITHOUT THE 0 "wity S�*—Diviallon WRITTEN PERMISSION OF B IN449610S C RISK CATEGORY 11 EVERBRITE,LLC.IS STRICTLY - EXPOSUREC DO NOT SCALE DRAWING PROHIBITED. SCALE: 1:50 SHEET 1 OF 2 8 7 6 5 4 3 2 —12 GA6" X8" WALL MOUNT Rev: DESCRIPTION: DATE: APPROVED: BRACKET (2) A INITIAL RELEASE 6/14/12 LO 12 GA 24" X 8" WALL MOUNT --T-- BRACKET (2) B NOTE REVISIONS 6/19/12 RCW C MORE BRACKETS AD—DED. 07/2 RCW 0/12 -1 DIE CUT GASKET (POSITION 1 NOTES UPDATED D BETWEEN BRACKET AND WALL) I 1 0-TOTAL MOUNTING INSTRUCTIONS: 12 GA 85" CENTER WALL MOUNT 1. LOCATE AND MARK THE WALL MOUNTING LOCATIONS ACCORDING TO THE ILLUSTRATION BRACKET BELOW. 2. DRILL HOLES 3. MOUNT CENTER WALL MOUNT BRACKET USING 3/8" LAG BOLTS&WASHERS(IF NECESSARY BY THE WALL MATERIAL).MAKE SURE THAT THE CHANNEL IS LEVEL AND THAT A DIE CUT GASKET IS PLACED BEHIND. 4. MOUNT THE TWO 6"X 8"END WALL MOUNT BRACKETS AND THE TWO 24"X 8"WALL MOUNT BRACKETS,ENSURING THAT THE DIE CUT GASKEI 1- PLACED BEHIND. USE THE SAME HARDWARE AS PREVIOUS STEP,AND LEVEL WITH THE CENT I ER BRACKET. 12 GA46-1/4" SLOTTED EN 5. OPEN THE SIGN BY REMOVING THE#10 MACHINE SCREWS AT THE TOP OF THE RACEWAY COVER AND SPLICE BRACKET ON FRONT OF THE COVER BETWEEN THE C AND D AND THE LAND D.HINGE SIGN OPEN.USE CARE WHEN HANDLING LETTERS AND PROTECT THE SURFACE OF THE LETTER FROM DAMAGE. 6. SECURE THE SLOTTED CENTER AND END SPLICE BRACKETS TO THE BACK OF THE RACEWAY USING THE (24)1/4-20 X 5/8"BOLTS,LOCK&FLAT 12 GA 96" SLOTTED CENTER"�' WASHERS,AND HEX NUTS PROVIDED. SPLICE BRACKET 7. CONNECT 30V LEADS TOGETHER FROM EACH SIGN SECTION(RED TO RED,BLACK TO BLACK).CLOSE AND SECURE SIGN WITH HARDWARE PREVIOUSLY REMOVED. INJECTION MOLDED LETTE 8. LIFT SIGN ONTO THE MOUNTING BRACKETS AND W/ .080 ALUMINUM BACK POSITION LEFT TO RIGHT AS REQUIRED. 9. SECURE SLOTTED BRACKETS ON BACK OF SIGN WITH AND RACEWAY BRACKETS MOUNTED TO WALL USING SUPPLIED(20) 3/8-16 X 1"BOLTS AND WASHERS. 10. FINISH WIRING THE 120 VOLT PRIMARIES AT THE 12 GA46-1/4" SLOTTED EN RIGHT END,LOCATED WITHIN THE SWITCH JUNCTION BOX. SPLICE BRACKET 11. TEST LIGHT THE SIGN. LEAVE SWITCH ON. P. PR END WALL MOUNT BRACKE B END WALL 55.88 MOUNT 28.1 CENTER WALL MOUNT BRACKET BRACKET LICENSE C=) 20.82 - 12.00 . ----16.22- , 24.00 24.00 24.00 -1-16.19 --, 12.00 20.81 T T I T #77696 MOUNTING LOCATIONS S E F !�ZORO- 39.50- --S9—.50- NAL c:) 176.00 c) L DATE SIGNED: 1/22/2015 L6 LEFT EDGE ENCON SERVICES, INC. NAME DATE MCDONALDS#3370 OF LETTER BOTTOM OF LETTERS DRmN--—LO /14/12 435 ATLANTIC BLVD. 2272 JALIDON ROAD CHECKED LANTIC BEACH, FLORIDA A WALL MOUNT LOCATIONS DOVER, FL 33527 DESIGNED E TITLE:ASSYMCD,NEXTGEN,WORDMARK 813-655-3373, FLEB#9394 PROPRIETARY AND CONFIDE"AL PRODUCT: NEXTGEN WORDMARK THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE c. SIZE DWG. NO. PROPERTY OF EVERBRITE,ILL ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE ,,S aenWy Syst�D,,,Sm IN449610S A.,W- -x Eve WRITTEN PERMISSION OF B EVERBRITE,LLC.IS STRICTLY PROHIBITED. DO NOT SCALE DRAWING SCALE: 1:50 SHEET 2 OF 2 F-- 8 7 6 5 4 3 2