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O;U! •9 CRE'0£L106.1 SSW •6£L'X* • If 6ZZOIZZZ£ OPPOIJ '9111Mos)P0 f OOZ OPS VnOS eeiJ0 )Nnd ao#nS 106£ 1 sdiysuoilelad - A6aau3 - juawebeueW - Apnwwoo ,,lim9SS0Hd S1N dVV4 AlIN101A i p 9 O M I N to 6 Z w J U - JOB No. 2014-315 FND REBAR NO 1 JF FIRST AMERICAN TITLE INSURANCE COMPANY FILE NUMBER 2080-3202172 EFFECTIVE DATE: JULY 10, 2014 SCHEDULE B — SECTION 2 �,I N A DRAFTING: MJC CONC WALK Map Sh owing BoundarySurvey LOTS 788 THROUGH 799 AND 803 THROUGH 809, INCLUSIVE, AS SHOWN ON THE PLAT OF SECTION NO. 1, SALTAIR, RECORDED IN PLAT BOOK 10, PAGE 8 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: GATE PETROLEUM COMPANY ROGERS TOWERS PA FIRST AMERICAN TITLE INSURANCE COMPANY LSREF2 CHALK REO, LLC GENERAL NOTES STURDIVANT AVENUE (50' F2/W) ATLANTIC BOULEVARD (105' R/W) 1. BEARINGS SHOWN HEREON ARE BASED ON NORTHERLY R/W LINE OF ATLANTIC BOULEVARD AS N89.25'12"E PER STATE PLANE COORDINATE SYSTEM, FLORIDA EAST ZONE, NORTH AMERICAN DATUM 1983/1990 NGS ADJUSTMENT. 2. INTERIOR IMPROVEMENTS NOT LOCATED EXCEPT AS SHOWN. 3. THIS SURVEY ONLY SHOWS IMPROVEMENTS/STRUCTURES SITUATED ABOVE GROUND. BELOW GROUND IMPROVEMENTS/STIRUCTURES, IF ANY, ARE NOT SHOWN OR LOCATED. 4. THE LANDS SHOWN HEREON LIE WITHIN ZIONE "X" (AREA DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN), AS SHOWN ON FLOOD INSURANCE RATE MAP 0409H, COMMUNITY NIO. 120075 DATED JUNE 3, 2013. HOWEVER, THE FLOOD INSURANCE RATE MAPS ARE SUBJECT TO CHANGE. 5. THIS DRAWING MAY HAVE BEEN ENLARGED OR REDUCED FROM THE ORIGINAL. UTILIZE THE GRAPHIC SCALE AS SHOWN. 6 SITE SHOW PARTY CHIEF: HENDERSON F.B. 805L ,Pg. 50-53 N HEREON CONTAINS 64,374 `QUARE FEET (1.492 ACRES). CAD FILE: 201 ,4-315.DWG CHECKED BY:`,,Y LEGEND R/W = RIGHT OF WAY P.B. = PLAT BOOK IP = IRON PIPE IR = IRON ROD CLF = CHAIN LINK FENCE CONC = CONCRETE OHU = OVERHEAD UTILITY FND = FOUND WBF = WOOD BOARD FENCE BFP = BACKFLOW PREVENTER BGV = BELOW GROUND VAULT FOC = FIBER OPTIC CABLE CB = CATCH BASIN A = ACTUAL P = PLAT 4 = MAILBOX ® = GUARD POST = LIGHT POLE Qs = SANITARY SEWER MANHOLE [103.8'] = PERPENDICULAR BUILDING TIE © = NUMBER OF REGULAR PARKING SPACES = HANDICAP PARKING SPACE �-= SIGN _ ® = CLEAN OUT m = PROPANE TANK 6 = WATER VALVE COVER Ea = WATER METER 91 = TELEPHONE PEDESTAL c -CL = POWER POLE X = FOUND X -CUT 41 = FOUND 1/2" IRON PIPE - NO ID (UNLESS NOTED OTHERWISE) O = SET 1/2" IRON PIPE "CLARY ASSOC" f 0 z v V GRAPHIC SCALE 7o ( IN FEET ) 1 inch = 20 ft. 11-03-14 1 JRS I N/A REVISED TO SHOW ACREAGE, NO FIELD WORK THIS DATE. REVISION DATE I DRAFTER I WORK ORDER N0. I REASON FOR REVISION THIS MAP OR SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. IN CHAPTER 5J-17, MINISTRATIVE FLO472.027, FLORIDAIDA ' STATUTES. UNLESS 07HERIMSE SHOWN AND STATED HEREON THIS DRAWING, SKE104 A XT=OR mAP IS NOT VALID UNLESS IT BEAR•,; k G?i31' < AND THE ORIGINAL Ciar RAISED SEAL Y&Associates : ,9 FKURIDA LIG171SL-) WJRVEYOR AND MAPPER APT R `J-17, FLORIDA A 1MIhfISTRATIVE COPE). PROFESSIONAL SURVEYORS & MAPPERS LB NO. 3731 3830 CROWN POINT ROAD - JACKSONVILLE, FLORIDA 32257 (904) 260-2703 DATE: 8-14-14 WWW.CLARYASSOC.COM GREG O a>r_s —GE P. S. 77 FILE No.SS-305 STURDIVANT AVENUE (50' R/W) \l_ASPHALT_\ Map Showing a Boundary Survey LOTS 784, 785 AND 802, AS SHOWN ON THE PLAT OF SECTION NO. 1, SALTAIR, RECORDED IN PLAT BOOK 10, PAGE 8 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: GATE PETROLEUM COMPANY ROGERS TOWERS PA FIRST AMERICAN TITLE INSURANCE COMPANY GRFA PALMS, LLC FND 1/2" REBAR NO ID SlY R LINE 50.28' (A) 50' (P) S89*24'20rW 1 -"- 49.73' (A) 11'2' SET 1 2" IP 50.00' (P&A) ,"CLARY ASSOC" I LEGEND R/W =RIGHT OF WAY 49.72 (A) 50' (P) QLO 50' (P) rn o FND 1/2" IP I P.B. = PLAT BOOK N 2178444.4476 = "DURDEN LB 1048" IP = IRON PIPE E 528844.7312 a 0.03' W o.25' N IR =IRON ROD 1 . CLF = CHAIN LINK FENCE 1 CONC = CONCRETE U) I OHU = OVERHEAD UTILITY Ln 786 � �' 1 787 788 I FND = FOUND $ , z I CONC CURB I WBF = WOOD BOARD FENCE CD 0.2' W BFP = BACKFLOW PREVENTER SCHEDULE 8 — SECTION 2 A = ACTUAL P = PLAT EXCEPTION CONCRETE PARKING AREA DESCRIPTION COMMENTS I @ = WATER VALVE COVER I .� NUMBER DOCUMENT o = WATER METER T, LU vwi I Ill = TELEPHONE PEDESTAL 9 v O c RESTRICTIVE AGREEMENT v v 1 =POWER POLE O N 803 804 =FOUND 1/2 IRON PIPE - NO ID 800 801 8 2 0 c i (UNLESS NOTED OTHERWISE) 10 O.R.B. 3472, PG. 821 RESOLUTION N O =SET 1/2" IRON PIPE "CLARY ASSOC" EASEMENT FROM LOTS 785 & 802 coNc cuRe � I 12 PLAT BOOK 10, PAGE 8 MATTERS SHOWN ON RECORDED PLAT 0.1' W W0 to Z %✓ m h `i Cn Cn O Z w 1 w z i.w N89'24'46"E 780 1 781 N 89'25'12"E 100.00' I (P&A) CONC �— — — 4' CLF - 0.7' W 0.5' W I I a rn w�Cq CO 1 a. m I 1 I I � i 1 I � 782 1783 a .� 784 1 785 0 I Y orn a I W I � I I i _ I 1 I I � I 1 CONC I 4' CLF 0.5' W I ON LINE 100.00' (P&A) 1 , � / N89"25'12"E 1 50.00' (P&A) CONC WALK CONC DRIVE CONC DRIVE ❑HU DHU DH (IHU JOB No. 2014-316 DRAFTING: MJC PARTY CHIEF: HENDERSON N 89'24'46"E 50.00'1 (P&A) I I I SFF sUR� I FBFy�� I Hq qRY i SS�3 t I I GENERAL NOTES 1. BEARINGS SHOWN HEREON ARE BASED ON NORTHERLY R/W LINE OF ATLANTIC BOULEVARD AS N89'25'12"E PER STATE PLANE COORDINATE SYSTEM, FLORIDA EAST ZONE, NORTH AMERICAN DATUM 1983/1990 NGS ADJUSTMENT. 2. INTERIOR IMPROVEMENTS NOT LOCATED EXCEPT AS SHOWN. 3. THIS SURVEY ONLY SHOWS IMPROVEMENTS/STRUCTURES SITUATED ABOVE GROUND. BELOW GROUND IMPROVEMENTS/STRUCTURES, IF ANY, ARE NOT SHOWN OR LOCATED. 4. THE LANDS SHOWN HEREON LIE WITHIN ZONE "X" (AREA DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN), AS SHOWN ON FLOOD INSURANCE RATE MAP 0409H, COMMUNITY NO. 120075 DATED JUNE 3, 2013. HOWEVER, THE FLOOD INSURANCE RATE MAPS ARE SUBJECT TO CHANGE. 5. THIS DRAWING MAY HAVE BEEN ENLARGED OR REDUCED FROM THE ORIGINAL. UTILIZE THE GRAPHIC SCALE AS SHOWN. CONC DRIVE N 2178245.0801 A TL A N TI c --'O* BOULEVARD E 528896.4705 (105' R/W) F.B. 805L ,Pg. 50-53 20 CAD FILE: 2014-316.DWG GRAPHIC S C ALE 10 20 40 ( IN FEET ) 1 inch = 20 ft. 80 CHECKED BY:QZ5- M.Ttj DATE: 8-14-14 I �.. 6. SITE SHOWN HEREON CONTAINS 9,968 SQUARE FEET (0.229 ACRES). QLO rn o O Q0 I U) I FIRST AMERICAN TITLE INSURANCE COMPANY Ln 786 � �' 1 787 788 FILE NUMBER 2080-3202185 $ , z I EFFECTIVE DATE: JULY 10, 2014 CD m�_ I SCHEDULE 8 — SECTION 2 3 EXCEPTION RECORDED DESCRIPTION COMMENTS I M NUMBER DOCUMENT LU vwi I M 9 DEED BOOK 827, PAGE 90 RESTRICTIVE AGREEMENT BLANKETS SITE, 5' PERPETUAL 'oo EASEMENT ON LOT 784 SHOWN Z 10 O.R.B. 3472, PG. 821 RESOLUTION REMOVES 5' PERPETUAL EASEMENT FROM LOTS 785 & 802 1 I 12 PLAT BOOK 10, PAGE 8 MATTERS SHOWN ON RECORDED PLAT BLANKET SITE N89125'12"E '4'*1 Ij 50.00' (P&A) IR ODI1/2" CONC DRIVE N 2178245.0801 A TL A N TI c --'O* BOULEVARD E 528896.4705 (105' R/W) F.B. 805L ,Pg. 50-53 20 CAD FILE: 2014-316.DWG GRAPHIC S C ALE 10 20 40 ( IN FEET ) 1 inch = 20 ft. 80 CHECKED BY:QZ5- M.Ttj DATE: 8-14-14 O co O M I N O Z Lv J LL i� STURDIVANT AVENUE (5 0. R /'W) S89'24'20"W 49.73' (A) SET 1/2" IP 50.00' (P&A) T 50' (P) "CLARY ASSOC" I FND 1/2- IP "DURDEN LB 1048' 1 0.03' W 0.25' N w— W.-. RIGHT OF WAY CO Lo Q N a M Q �v Nov rn$ 802 M0 o o°'^a, CHAIN LINK FENCE CONC = CONCRETE V) 07 OVERHEAD UTILITY 99.85' (A) 300' (P) 01 SFF S 41,2 S'st S9 1 AND 2 STORY BLOCK AND STUCCO BUILDING 4' CLF ' 1 " 50' �(P) 0.3' N $8924,46"W x•00, (P&A) SECOND STORY COVERED WALKWA' N89'24 46 E 49.87 (A) — ( ) — —CONCRETE WALK BELOW — �' 0 W -- � 4 s .5' 0. ) C U 5' PURPETUAL I 6' VINYL NDBS 827,TPG. 90 I o cE i tp I 6.7' N -1— x V) .. I .. J ^v 6' WBF .4i .— U p a $ I GATE a >- Z otoc4 I o I M Ld o 6' VINYL 0 o L� I?LL_ CL co I FENCE E I zn o I 00 . PLASTIC• v 3 Lo m a I W AC PAD I CONC o r 783 N 0 784 I �' 785 786 I 787 788 o I 789 o I CONC p •- [3.Vj Y N rn I [17.4] I 29.6' I 0, I I oN z 1.0' 06 I La th 1 I N 12 STORY STUCCO io I AND WOOD FRAME p 6' VINYL g Z -FENCE 8 CE 1 8 I GATE N89'25'12"E ON4! CLF LINE 1.9' 1 30.4'50.o0' (p&A) 4' 2.3' 4't 11'f 7. N LY R/W LINE N89'25'12"E 50.00' (P&A) 30.4' NODI 1/2' IR N89'25'12"E CONC CONC WALK DRIVE 11Hu u OHU DHu BUILDING CORNER 2' CONQ CURB 3.7' SOUTH BUILDING CORNER 3.9' SOUTH ATLANTIC BOULEVARD c (l05' R/W) f 20 JOB No. 2014-317 DRAFTING: MJC PARTY CHIEF: HENDERSON F.B. 805L ,Pg. 50-53 CAD FILE: 2014-317.DWG 300.08' 300' (P) FND 1/2' IP 'LB 3672" FND X -CUT Map wSh owing a � Boundary.Survey LOTS 786 AND 787, AS SHOWN ON THE PLAT OF SECTION NO. 1, SALTAIR, RECORDED IN PLAT BOOK 10, PAGE 8 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: GATE PETROLEUM COMPANY ROGERS TOWERS PA FIRST AMERICAN TITLE INSURANCE COMPANY MARTHA TOWNSEND LEGEND R/W = RIGHT OF WAY P.B. = PLAT BOOK IP = IRON PIPE IR = IRON ROD CLF = CHAIN LINK FENCE CONC = CONCRETE OHU = OVERHEAD UTILITY FND = FOUND WBF = WOOD BOARD FENCE BFP = BACKFLOW PREVENTER A = ACTUAL P = PLAT = WATER VALVE COVER o = WATER METER O = TELEPHONE PEDESTAL = POWER POLE = FOUND 1/2" IRON PIPE - NO ID (UNLESS NOTED OTHERWISE) O = SET 1/2" IRON PIPE "CLARY ASSOC" [103.8] = PERPENDICULAR BUILDING TIE GENERAL NOTES 1. BEARINGS SHOWN HEREON ARE BASED ON NORTHERLY R/W LINE OF ATLANTIC BOULEVARD AS N89'25'12"E PER STATE PLANE COORDINATE SYSTEM, FLORIDA EAST ZONE, NORTH AMERICAN DATUM 1983/1990 NGS ADJUSTMENT. 2. INTERIOR IMPROVEMENTS NOT LOCATED EXCEPT AS SHOWN. 3. THIS SURVEY ONLY SHOWS IMPROVEMENTS/STRUCTURES SITUATED ABOVE GROUND. BELOW GROUND IMPROVEMENTS/STRUCTURES, IF ANY, AIRE NOT SHOWN OR LOCATED. 4. THE LANDS SHOWN HEREON LIE WITHIN ZONE "X" (AREA DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN), AS SHOWN ON FLOOD INSURANCE RATE MAP 0409H, COMMUNITY NO. 120075 DATED JUNE 3, 2013. HOWEVER, THE FLOOD INSURANCE RATE MAPS ARE SUBJECT TO CHANGE. 5. THIS DRAWING MAY HAVE BEEN ENLARGED OR REDUCED FROM THE ORIGINAL. UTILIZE THE GRAPHIC SCALE AS SHOWN. 6. SITE SHOWN HEREON CONTAINS 4,997 SQUARE FEET (0.115 ACRES). FIRST AMERICAN TITLE INSURANCE COMPANY FILE NUMBER 2080-3202189 EFFECTIVE DATE: JULY 10, 2014 SCHEDULE B — SECTION 2 EXCEPTION NUMBER RECORDED DOCUMENT DESCRIPTION COMMENTS 9 PLAT BOOK 10, PAGE 8 MATTERS SHOWN ON RECORDED PLAT BLANKET SITE 10 DEED BOOK 827, PAGE 90 RESTRICTIVE AGREEMENT BLANKETS LOT 786, 5' PERPETUAL EASEMENT SHOWN 11 1 O.R.B. 3472, PG. 821 1 RESOLUTION I DOES NOT AFFECT 11-03-14 1 RS N/A I REVISED TO SHOW ACREAGE, NO FIELD WORK THIS DATE. REVISION DATE I DRAFTER WORK ORDER NO. I REASON FOR REVISION THIS MAP OR SURVEY MEETS THE MINIMUM TECHNICAL GRAPHIC SCALE STANDARDS SET FORTH BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES, IN CHAPTER 5J-17, CTION 10 20 40 80 470 27, FLORIDDA ARSATIVE ATUTEOS, UNLESS OTHERWI, PURSUANT TO SE SHOWN AND STATED HEREON. ' THIS DRAWIN Se T'.P, "t AClary,ssociatesT Ot MAP IS NOT VAUD UNLESS IT AIZS f4_ &G?JA'(URt AND THE ORIGINAL RAISED L Rf j, FLORIDA LI(txO SURVEYOR AND PROFESSIONAL SURVEYORS &MAPPERS ( IN FEET) MAP R (CH/� R .& -17, FLORIDA ADMINISTRATIVE CODE). i inch = 20 fit. LB NO. 3731 3830 CROWN POINT ROAD JACKSONVILLE, FLORIDA 32257 " (904) 260-2703 WWW.CLARYASSOC.COM CHECKED BY: MT-tQ DATE: 8-14-14 GREGO B. Y.S.M. CERT. NO. 3377 FILE N o. SS -3060 Map Showin a Topographic Survey of ELEC = ELECTRIC LOTS 784 TH UGH 799 AND 802 THROUGH 809, INCLUSIVE, AS SHOWN ON BFP = BACK FLOW PREVENTER RCP = REINFORCED CONCRETE PIPE THE PLAT OF CTION NO. 1, SALTAIR, RECORDED IN PLAT BOOK 10, PAGE 8 I.P. = IRON PIPE C.I. = CURB INLET OF THEURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. A/C = AIR CONDITIONER CP = CONCRETE PAVEMENT W/ _ WTM FL = FLOWLINE .( EP = EDGE OF PAVEMENT 8,01) BACK OF CURB CONIC = CONCRETE 7.72 } = FLOW LINE CLF' = CHAIN LINK FENCE 7.82) EDGE OF PAVEMENT FOR: GATE PETROLEUM COMPANY FFE = FINISHED FLOOR ELEVATION (TYPICAL, UNLES NOTED � i' OTHERWISE) a DIA = DIAMETER BGV = BELOW GROUND VAULT -x-x-x-SIZE,TYPE AS NOTED FENCE = ( ) FOC = FIBER OPTIC CABLE DHU = OVERHEAD UTILITY LINES ss = SANITARY SEWER CAD FILE: 2014-318 TOPO.dwg CHECKED BY:(�C M,-vt�'1 ASPHALT I 748 c 6.08 RIM=7.61 UNABLE TO OPEN 0 s -.-Ss ss -ss -ss 8" PVC ss Ss ss - 6. 0 EP 6. 0 6.58 0 6.50 G 6.46 6.83 6.51 �f 6.89 7 n i �---OHU ❑HU UHU OHU Iu+ii-- r);y---UHU UHU UHU UHU 8.57 CONC SW 8 OHU UHU � 2.0' CONC CURB:at5 8.60 8.77 0 GENERAL NOTES: 1. BEARINGS SHOWN HEREON ARE BASED ON NORTHERL R/W LINE OF ATLANTIC BOULEVARD AS N89'25'12"E PER STATE PLANE COORDINATE SYSTEM LORIDA EAST ZONE, NORTH AMERICAN DATUM 1983/1990 NGS ADJUSTMENT. 2. THIS MAP DOES NOT REPRESENT A BOUNDARY SUR Y. 'T IS A TOPOGRAPHIC SURVEY FOR BOUNDARY SURVEY, SEE CLARY & ASSOCIATES FILE NO. SS -°3059, SS -3060, SS -3061. 3. INTERIOR IMPROVEMENTS NOT LOCATED EXCEPT AS SROM, 4. THIS SURVEY ONLY SHOWS IMPROVEMENTS/ STRUCTURES SITUATED ABOVE GROUND. BELOW GROUND IMPROVEMENTS/ STRUCTURES, IF ANY, ARE NOT SHI'.:►WN OR LOCATED. 5. ELEVATIONS SHOWN HEREON ARE BASED UPON NORTH AMERICAN VERTICAL DATUM 1988 (NAVD '88) AND ARE REFERENCED TO A FOUND NAIL, ELEVA'LION=8.41 (NAVD '88) -SET ON THE TOP OF CURB ON THE SOUTH SDE OF ATLANTIC BLVD, IN TETE K -MART PARKING LOT. 6. THIS DRAWING MAY HAVE BEEN ENLARGED OR REDUCED FROM THE ORIGINAL. UTILIZE THE GRAPHIC SCALE AS SHOWN. CAIN - 7. +7.3 DENOTES SPOT ELEVATION ON GROUND. Z 8. +7.38 DENOTES SPOT ELEVATION ON ASPH, CONC, ETC. -- w J JOB No. 2014-318 DRAFTING: GCC ASPHALT GRASS ISLAND ASPHALT 845 644 8.44+ 8,37 0 GRAPHIC SCALE PARTY CHIEF: HENDERSON ( IN FEET ) I inch = 20 ft. EP=7.38 INV=4.211 1 v; .A n I� I � ITOF =595 NV N=4.13 NV S-3.72 1 I I, I� I I C� INV *. 514 F.B. 805L ,Pg. 50-53 M& RIM=6.11 NOT IN USE nu. nr WAT O 844 8+41 TOP -=5:99 INV=2.14 BENCHMARK ELEV=6.01 (NAVD88) PK NAIL AND CLARY ELEVATION DISK IN CONCRETE DRIVEWAY I I P3 a 1 6.69 THROAT=5.11 ' INV=3.05 '^ ss ss ss ss 1.5' CONC CURB w rNX CURB 8.{21 ASPHALT i N INVOSW=3 03 STURDIVANT AVENUE (50' R/W) ASPHALT / / NVQ / 646 6.,5 ,y / / INV NE= / INV E=0. 10" PVC INV W--1 ss ss ss INV S=3. 'z- ss ss ss ss / ss a LEGEND R/W = RIGHT OF WAY INFO = INFORMATION ELEV = ELEVATION ELEC = ELECTRIC INV = INVERT SQ = SQUARE PVC = POLYVINYL CHLORIDE PIPE BFP = BACK FLOW PREVENTER RCP = REINFORCED CONCRETE PIPE NO. = NUMBER C.B. = CATCH BASIN I.P. = IRON PIPE C.I. = CURB INLET ID = IDENTIFICATION M.H. = MANHOLE TC = TOP OF CURB A/C = AIR CONDITIONER CP = CONCRETE PAVEMENT W/ _ WTM FL = FLOWLINE .( EP = EDGE OF PAVEMENT 8,01) BACK OF CURB CONIC = CONCRETE 7.72 } = FLOW LINE CLF' = CHAIN LINK FENCE 7.82) EDGE OF PAVEMENT WBF = WOOD BOARD FENCE FFE = FINISHED FLOOR ELEVATION (TYPICAL, UNLES NOTED BLDG = BUILDING OTHERWISE) FNC = FENCE DIA = DIAMETER BGV = BELOW GROUND VAULT -x-x-x-SIZE,TYPE AS NOTED FENCE = ( ) FOC = FIBER OPTIC CABLE DHU = OVERHEAD UTILITY LINES ss = SANITARY SEWER CAD FILE: 2014-318 TOPO.dwg CHECKED BY:(�C M,-vt�'1 8.36 GRASS ISLAND 8.B3 ASPHALT �7 = MAILBOX m = PROPANE TANK >�t = LIGHT POLE ® = GUARD POST QD = STORM DRAINAGE MANHOLE QS = SANITARY SEWER MANHOLE ® = CLEANOUT ® = SANITARY SEWER VALVE ® = WATER VALVE 27B = WATER METER 0 = TELEPHONE WIRING BOX -v- = INFORMATION SIGN POST 7L = UTILITY POLE = FIRE HYDRANT O = NUMBER OF REGULAR PARKING SPACES = HANDICAPPED PARKING SPACE DATE: 08-10-2014 8.61 8.$3 RIAT J6 INV SW= -2.57 h ^i Q 0 +6.77 30 ���_ 373.78 RIJ-442 5 8" PVCINV W=1.47 S ss ss --v�----ss 672 -- ----$ oFOR DIRECTION ONLY ._APPEARS TO NOT BE IN USE, NO MANHOLE FOUND TO THE SOUTH 6.89 191.15 UHU UHU UHU OHU-- J `----UHU--rQj a Lo la rn UO 8.73 849 ATLANTIC BOUUVAM (105' R/W) ASPHALT REVISION DATE I DRAFTER I WORK ORDER NO. I REASON FOR REVISION THIS MAP OR SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES, IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES, UNLESS OTHERWISE SHOWN AND STATED HEREON. THIS DRAWING KrF CHS 4T OR MAP IS NOT VAUDUNLESS Cla] IT RAISED SEAL O� A FLORIDA1-15 ALIC N,. AND THE ORIGINAL Yid SURVEYOR AND IY&Associates MAPPER(CY,APTER�-17,_FLORIDA ADMINISTRATIVE CODE). / PROFESSIONAL SURVEYORS & P4APPERS LB NO. 3731 3830 CROWN .( POINT ROAD JACKSONVIIIE. FLORIDA 32257 (904) 260-2703 ---. - l -WWW.CLARYASSOC.COM GREGOR"i ... � jAAI2'Y, P.S.M. CES O. 3377 FILE N0. SS --3061 18. Contractor to coordinate all work with other utility installations not covered in these plans (Electric, Telephone, Gas, Cable, etc.) and allow for their operations and construction to be performed. 19. Cut and fill slopes shall not exceed 4H:1V unless otherwise noted. 20. Contractor shall repair or replace in-kind any damage that occurs as result of his work. 21. All soils test reports shall be submitted to the Engineer for review and approval. 22. For all trench excavations which exceed five feet (utilities and storm), the following shall be adhered to: a. Contractor shall follow OSHA Standard 29 CFR, section 1926.650 subpart P, which is now a part of Laws of Florida Chapter 90-96. b. The Contractor shall provide written assurance of compliance with this law. c. A separate price item shall be included in their base bid identifying the cost of compliance d. A trench safety system shall be designed by the Contractor. 23. All areas shown to be filled shall be cleared and grubbed in accordance with City Standards and shall be filled with clean structural fill compacted and tested in accordance with the geotechnical report. 24. All debris resulting from all activities shall be disposed of off-site by the Contractor. 25. All existing trees to remain shall be protected and preserved. 26. The Contractor shall coordinate connection of proposed piping with all existing piping. 27. All drainage structures shall be constructed to conform to City requirements and shall be constructed to conform to curbing and low points as shown on plans. 28. Contractor shall ensure that all new and existing drainage structures, pipes, etc. are clean and functioning properly at time of acceptance. 29. Burning of trees, brush and other material shall not be permitted on property. 30. All inverts in drainage structures to be precast or brick with layer of mortar between each layer of brick, or reddi-mix concrete with #57 stone. 31. The Contractor shall restore all culverts, headwalls and storm drain inlets removed or disturbed by the construction operation. The cost of these items shall be included in the price bid for furnishing and installing any new item causing such damage. 32. Should the surface or subsurface conditions differ from what is shown on these plans, the contractor shall immediately contact the engineer. 33. Corrugated Polyethylene Pipe (CPP), shall be per AASHTO M252 or 294 with smooth inner lining Type S with bell and spigot, silt -tight, rubber-gasketed joints. 34. Inlet grate sizes shown on plans. All concrete boxes and yard drain structures shall be sized by contractor. WATER NOTES: 1. The contractor shall obtain all permits required to complete the construction. 2. Contractor shall coordinate the construction of water facilities with all other construction. 3. Contractor shall furnish shop drawings to the engineer for approval prior to beginning construction and purchasing materials. 4. All workmanship and materials shall conform to latest COAB Si`andards and Specifications and applicable AWWA Standards. 5. The existing utility facilities and locations shown on the drawings are taken from readily available information. The actual locations of the utility facilities may vary somewhat from the locations shown and there may be utility facilities existing that are not shown or indicated on the drawings. The contractor shall contact all agencies with utility facilities in the vicinity of the work and shall locate all underground facilities before beginning work. The contractor shall protect all utility facilities and repair any damages resulting from their work. in conformance with the contract documents and specifications and relocate if required at no cost to the owner. 6• Water lines shall have a minimum of 36" cover from finished grade. Maximum cover shall be 60". 7. Water lines are designed to finished grade and shall be protected until finish work is complete. 8. All water mains 3" and larger shall be AWWA C900, DR25 PVC. Water mains 2" and smaller shall be polyethylene pipe with couplings may be used and with NSF -PW approval. 9. Restrained joints are required where water mains are terminated and at all bends, in accordance with COAB standard details and specifications. 10. All gate valves 2" and larger shall be non -rising stem type and shall be suitable for 200 psi non -shock working pressure. Gate valves shall be mechanical joint, iron body, resilient seat, 2" square operating nut, Mueller or equal. Valve boxes with screw extensions shall be provided for each buried gate valve. Boxes shall be of cast iron construction, 3/8" minimum wall thickness and shall be non -tacky tar enamel coated. The word "water" shall be cast in cover. All gate valves installed shall open by turning to the left (counterclockwise) when viewed from the stem. 12. Class B, Type I bedding shall be used for this project unless indicated otherwise on the drawings or directed by the engineer. 13. Unsuitable materials under water pipe shall be removed and replaced with selected backfill properly compacted. The material shall exhibit moisture contents within +/- 2 percent of the modified proctor optimum moisture content (ASTM D1557) during the compaction operations. Compaction shall continue until densities of at least 95 percent of the modified proctor maximum dry density (ASTM D 1557) have been achieved. 14. Backfilling shall be made with clean backfill which shall be thoroughly compacted in 6" lifts. Compaction shall be a minimum of 95% of max. density at +/- 2.0% of the modified proctor 15. Where water mains are laid under ditches, culverts, pipelines, or obstructions without fittings, the maximum deflection of any joint shall not exceed 50% of the maximum recommended by the pipe manufacturer. 16. No connection to existing potable water system will be allowed until all proposed water lines have been flushed, pressure tested, disinfected, and cleareid for service by the Florida Department of Environmental Protection. 17. Contractor shall notify utility company a minimum of two days prior to connection of water mains to existing lines. All new work must be inspected by the engineer. No tests shall be scheduled for weekends. Any change from the technical requirements must be reviewed and approved by the engineer and owner. 18. Hydrostatic and leakage testing of the water mains installed shall be performed in accordance with AWWA standard specifications. A representative of the utility company or the engineer must be present during the tests. Pressure test:; shall be conducted at 150 psi for 2 hours for water mains and 200 psi for 2 hours for fire mains. Pressure test after limerock is installed. WATER 1. GENERAL NOTES: Topographic boundary survey, ining property lines, legal description, existing utilities, site The contractor shall coordinate all water main flushing with COAG Utility 1. The contractor shall obtain all permits required to complete the construction. topography with spot elevations, tstanding physical features and existing structure locations 2. Contractor shall coordinate the construction of sewer facilities with all other construction. was provided by CLARY AND ASS IA TES. 20. 2. Prosser, Inc., Planners and Engi rs and its associates will not be held responsible for Samples shall be taken for 2 consecutive days. 4. All gravity sewer construction shall conform to the latest COAB standards and specifications. the accuracy of survey or ford n errors or omissions resulting from survey inaccuracies. 3. All phases of site work for this oject shall meet or exceed the City of Atlantic Beach site 2. Point of tie-in to existing water system. work specifications. 3. Water main stubs more than 40 feet in length. 4. The contractor shall be held sol responsible for and shall take all precautions necessary the drawings. The contractor shall contact all agencies with utility facilities in the vicinity of 23. to avoid property damage to adj nt properties during the construction phases of this horizontal distance of at least three feet between the outside of the water main and the project. outside of any existing or proposed vacuum -type sanitary sewer, storm sewer, stormwater 5. Warranty / Disclaimer: The deslg represented in these plans are in accordance with to the owner. established practices of civil eng eying for the design functions. Neither the Engineer nor outside of any existing or proposed gravity -type sanitary sewer (or a horizontal distance of at its personnel can or do warrant ese designs or plans as constructed except in the specific least three feet between the outside of the water main and the outside of any existing or 7. Manholes shall be in conformance with COAB Standards. cases where the Engineer inspec and controls the physical construction on a contemporary 8, Type B bedding shall be used for this project unless indicated otherwise on the drawings. basis at the site. 9. Backfilling shall be made with clean backfill which shall be thoroughly " 9 g y compacted in 6 lefts. 6• For boundary, roadway and buil geometry information see engineering site plan. It shall III of Chapter 62-610, F.A.C.; and a horizontal distance of at least ten feet between the moisture content. be the Contractor's responsibility verify that the building dimensions shown on the 10. Unsuitable materials under sewer pipe shall be removed to a depth of 18" below the bottom of engineering plan agrees with the imensions shown on the architectural plan. If any 62-555.314(5)] dimensions do not agree, the a tett, engineer and owner shall be notified and the New or relocated, underground water mains that are included in this project and that will D1557) during the compaction operations. Compaction shall continue until densities of at least 95 dimensions adjusted prior to co encing with construction. percent of the modified proctor maximum dry density (ASTM D1557) have been achieved. 7. The contractor shall notify all uti companies prior to construction for verification and at least 12 inches below the other pipeline; and new or relocated, underground water mains location of all utilities. that are included in this project and that will cross any existing or proposed pressure-type 8. Contractor shall furnish shop dr ngs to Engineer indicating materials and manner of 12• All pipe lengths are horizontal distances and are approximate. installation for all components o e project prior to purchase of materials and other pipeline. [FAC 62-555.314(2); exceptions allowed under FAC 62-555.314(5)] construction. 9. These engineering drawings may t show all of the City of Atlantic Beach standard details plugged or capped and marked until such time as connection is made inside the building. required to complete construction f this project. It shall be the contractor's responsibility ib possible from the other pipeline or the pipes will be arranged so that all water main joints that the construction, outside CI f Atlantic Beach right of way be in accordance with all are least three feet from all joints in vacuum -type sanitary sewers, storm sewers, including video tape, shall indicate conditions of the pipe, location, type of pipe, diameter, location current City of Atlantic Beach St and Details and Specifications. of services, type of joint, distance between manholes and any irregularities in the pipeline. The 10. The contractor shall furnish certi d "as-builts" , see As -Built Requirements on this sheet. 11. Contractor shall verify and prote all existing trees and natural vegetation that are to regulated under Part III of Chapter 62-610, F.A.C. [FAC 62-555.314(2); exceptions allowed 15. The Contractor shall coordinate the location, size and invert elevations of sanitary sewer services remain undisturbed. The areas icated for construction shall be cleared and grubbed to with the approved plumbing plans for the building. 26• remove all roots and miscellaneo vegetation except specific trees that shall be protected shall be required. from damage during construction ith the use of tree barriers. 12. All work shall be performed in ofe manner. All safety rules and guidelines of OSHA 17. All sewer mains shall be PVC (ASTM -3034) SDR -35 for depths to 12 feet, SDR -26 for shall be followed. The Contract shall be solely responsible for any injuries of his 28. All water mains shall terminate approximately 5 feet outside the building unless employees, and any damage to ate property or persons during the course of this project. otherwise noted. The end of these service lines shall be tightly plugged or capped and rate is 50 gpd per inch of diameter per mile. ASTM C-828-86 or C-924. All costs associated with comply) with OSHA regulations and the Florida Trench Safety Act 19. All gravity sewers installed under this project shall be tested for leakage by the contractor 29. shall be included in the Contract bid. 13. All improvements shown shall be arranted by the Contractor to the Owner for a period of The contractor shall be responsible to provide mitigating construction measures or infiltration tests shall be performed with a minimum positive head of 2 feet; and 3) Air test, as a minimum, conform to the test procedure described in ASTM C-828 for one year from date of acceptan by the Owner. If the work is in the City Right -Of -Way clay pipe, ASTM F-1417 for plastic pipe, and for other materials appropriate test procedure described or easement, the Contractor's on ear warranty shall extend to the City of Atlantic Beach. 31. 14. The Contractor shall contract wit n independent testing laboratory to perform materials course of project if necessary. testing and soil testing in actor ce with the City requirement and the recommendations outlined in the geotechnical repo This shall include density testing in all pavement areas 33. If dewatering capacity requires a consumptive use permit it shall be the Contractor's and in the utility trenches locate n pavement areas, concrete testing and all other responsibility to obtain the permit through the St. Johns River Water Management materials testing. District. AS -BUILT REQUIREMENTS 15. The Contractor shall be responsi for obtaining all necessary permits and insurance proper authorities notified. With approval of the permitting agency, ductile iron required for the project. pipe, fittings, and solvent resistant gasket material such as fluorocarbon shall be used in the contaminated area. The ductile iron pipe shall extend at least 100 feet 16. The Contractor shall provide no I s than 6 inch clearance between all utilities other than of signed and sealed prints and a set of computer disks containing project AutoCAD files and water mains, which shall be to Health Department permit conditions. 17. These plans do not stand by th elves. Bid documents, COAB water and sewer standards All backflow preventers shall be in accordance with COAB cross connection program. 2. As -built drawings shall be in accordance with all authorities having jurisdiction. details & materials, City of Atlan Beach standard specifications & details and any other Contractor shall coordinate as -built submittals and approvals with jurisdictional standards, listed or referenced, included in the project documents. 18. The contractor shall notify the C of Atlantic Beach 0 247-5814 a minimum of 24 hours underground facilities. prior to starting construction. 4. Provide perimeter dimensions at top of bank and at bottom of pond. 19. All work in the right-of-way re es Maintenance of Traffic (MOT) per FDOT index 603. Contractor shall not work in the W from 7:00am to 9:00am and from 4:00pm to 7:00pm. drawings due to field conditions or where required for clarity. Work in the ROW shall only occu during daylight hours. 7. Provide location, elevation and description of benchmark(s). 1. GRADING AND DRAINAG Contractor shall verify existing el tions at connection points prior to construction and notify Engineer of any discrepant 2. See geotechnical report for site partition requirements. - AMEC Environment and E Infrastructure, INC. dated October 2014 0 3. The contractor shall coordinate th grading and drainage construction with all other 12. The as-builts shall include a detail of every crossing of the new water main with construction. `- 4. The Contractor shall submit shop swings to the Engineer and the city, if required, on all I materials, for review and approva prior to purchase or fabrication of any utility pipe or Ln 13. The centering of uncut lengths of pipe at points of crossing shall be documented structure. 0 5. All construction and materials sh conform with all City of Atlantic Beach standards. N 6• The contractor shall stake the st sewer system and the sanitary sewer system and shall �j notify the Engineer of any conflic prlar to installation of any pipe. 7. The existing utility facilities and I tions shown on the drawings are taken from readily available information. The actu locations of the utility facilities may vary somewhat 0 from the locations shown and th may be utility facilities existing that are not shown or indicated on the drawings. The tractor shall contact all agencies with utility facilities in the vicinity of the work and shall cafe all underground facilities before beginning work. 3 The contractor shall protect all u facilities and repair any damages resulting from their 7 work in conformance with the co at documents and specifications and relocate if required at no cost to the owner. w w 8• All underground utilities shall be fabled prior to preparation of subgrade for pavement. 9. Pavement subgrade shall have all nsultable material removed to a depth of 3.0 feet below r-) subgrade and 2.5 feet beyond ba of curb. Backfill with suitable material per the Qgeotechnical report. cn 10. Any unsuitable material encounter shall be removed from the site. The contractor shall obe responsible for the removal of II unsuitable material and replacement with structural fill. Excess suitable fill material II be moved to Owner specified location. See Z geotechnical report. 11. The contractor shall be responsibl for all subgrade, limerock and asphalt testing as required by the project specificati O 12. One row of sod shall be installs long all edges of pavement. All disturbed areas shall .- receive sod. **See landscape pl for other requirements. Z13. Stormwater Collection System des! is based on the 5 -year return frequency storm w (Rational Method). U 14. All RCP pipe shall meet the requi ents of ASTM C-76 and shall be Class III, Wall B. p15. All labeled pipe lengths are appr mate and measured to the center of structure or mitered end section. Actual long may vary and no added compensation will be made Q U for variations / 16. The contractor shall provide a qu fled soils laboratory representative on site during _ U excavating to determine the suito ty of the existing sub -grade and existing on-site Q material prior to beginning any fi g operation. Li M 17. Contractor shall take all available ecautions to control dust. Contractor shall control dust 0 by sprinkling, or by other meth as directed by Engineer at no additional cost to the i- owner. Z Q F_ a C� w Q c.� E I o I i 18. Contractor to coordinate all work with other utility installations not covered in these plans (Electric, Telephone, Gas, Cable, etc.) and allow for their operations and construction to be performed. 19. Cut and fill slopes shall not exceed 4H:1V unless otherwise noted. 20. Contractor shall repair or replace in-kind any damage that occurs as result of his work. 21. All soils test reports shall be submitted to the Engineer for review and approval. 22. For all trench excavations which exceed five feet (utilities and storm), the following shall be adhered to: a. Contractor shall follow OSHA Standard 29 CFR, section 1926.650 subpart P, which is now a part of Laws of Florida Chapter 90-96. b. The Contractor shall provide written assurance of compliance with this law. c. A separate price item shall be included in their base bid identifying the cost of compliance d. A trench safety system shall be designed by the Contractor. 23. All areas shown to be filled shall be cleared and grubbed in accordance with City Standards and shall be filled with clean structural fill compacted and tested in accordance with the geotechnical report. 24. All debris resulting from all activities shall be disposed of off-site by the Contractor. 25. All existing trees to remain shall be protected and preserved. 26. The Contractor shall coordinate connection of proposed piping with all existing piping. 27. All drainage structures shall be constructed to conform to City requirements and shall be constructed to conform to curbing and low points as shown on plans. 28. Contractor shall ensure that all new and existing drainage structures, pipes, etc. are clean and functioning properly at time of acceptance. 29. Burning of trees, brush and other material shall not be permitted on property. 30. All inverts in drainage structures to be precast or brick with layer of mortar between each layer of brick, or reddi-mix concrete with #57 stone. 31. The Contractor shall restore all culverts, headwalls and storm drain inlets removed or disturbed by the construction operation. The cost of these items shall be included in the price bid for furnishing and installing any new item causing such damage. 32. Should the surface or subsurface conditions differ from what is shown on these plans, the contractor shall immediately contact the engineer. 33. Corrugated Polyethylene Pipe (CPP), shall be per AASHTO M252 or 294 with smooth inner lining Type S with bell and spigot, silt -tight, rubber-gasketed joints. 34. Inlet grate sizes shown on plans. All concrete boxes and yard drain structures shall be sized by contractor. WATER NOTES: 1. The contractor shall obtain all permits required to complete the construction. 2. Contractor shall coordinate the construction of water facilities with all other construction. 3. Contractor shall furnish shop drawings to the engineer for approval prior to beginning construction and purchasing materials. 4. All workmanship and materials shall conform to latest COAB Si`andards and Specifications and applicable AWWA Standards. 5. The existing utility facilities and locations shown on the drawings are taken from readily available information. The actual locations of the utility facilities may vary somewhat from the locations shown and there may be utility facilities existing that are not shown or indicated on the drawings. The contractor shall contact all agencies with utility facilities in the vicinity of the work and shall locate all underground facilities before beginning work. The contractor shall protect all utility facilities and repair any damages resulting from their work. in conformance with the contract documents and specifications and relocate if required at no cost to the owner. 6• Water lines shall have a minimum of 36" cover from finished grade. Maximum cover shall be 60". 7. Water lines are designed to finished grade and shall be protected until finish work is complete. 8. All water mains 3" and larger shall be AWWA C900, DR25 PVC. Water mains 2" and smaller shall be polyethylene pipe with couplings may be used and with NSF -PW approval. 9. Restrained joints are required where water mains are terminated and at all bends, in accordance with COAB standard details and specifications. 10. All gate valves 2" and larger shall be non -rising stem type and shall be suitable for 200 psi non -shock working pressure. Gate valves shall be mechanical joint, iron body, resilient seat, 2" square operating nut, Mueller or equal. Valve boxes with screw extensions shall be provided for each buried gate valve. Boxes shall be of cast iron construction, 3/8" minimum wall thickness and shall be non -tacky tar enamel coated. The word "water" shall be cast in cover. All gate valves installed shall open by turning to the left (counterclockwise) when viewed from the stem. 12. Class B, Type I bedding shall be used for this project unless indicated otherwise on the drawings or directed by the engineer. 13. Unsuitable materials under water pipe shall be removed and replaced with selected backfill properly compacted. The material shall exhibit moisture contents within +/- 2 percent of the modified proctor optimum moisture content (ASTM D1557) during the compaction operations. Compaction shall continue until densities of at least 95 percent of the modified proctor maximum dry density (ASTM D 1557) have been achieved. 14. Backfilling shall be made with clean backfill which shall be thoroughly compacted in 6" lifts. Compaction shall be a minimum of 95% of max. density at +/- 2.0% of the modified proctor 15. Where water mains are laid under ditches, culverts, pipelines, or obstructions without fittings, the maximum deflection of any joint shall not exceed 50% of the maximum recommended by the pipe manufacturer. 16. No connection to existing potable water system will be allowed until all proposed water lines have been flushed, pressure tested, disinfected, and cleareid for service by the Florida Department of Environmental Protection. 17. Contractor shall notify utility company a minimum of two days prior to connection of water mains to existing lines. All new work must be inspected by the engineer. No tests shall be scheduled for weekends. Any change from the technical requirements must be reviewed and approved by the engineer and owner. 18. Hydrostatic and leakage testing of the water mains installed shall be performed in accordance with AWWA standard specifications. A representative of the utility company or the engineer must be present during the tests. Pressure test:; shall be conducted at 150 psi for 2 hours for water mains and 200 psi for 2 hours for fire mains. Pressure test after limerock is installed. WATER NOTES (CONT -0) : SANITARY SEWER NOTES: 19. The contractor shall coordinate all water main flushing with COAG Utility 1. The contractor shall obtain all permits required to complete the construction. Department. Flushing and disinfection procedures shall comply with AWWA C-651 for 2. Contractor shall coordinate the construction of sewer facilities with all other construction. main disinfection. 3. Contractor shall furnish shop drawings to the Engineer for approval before ordering 20. Upon completion of water main flushing, bacteriological samples shall be taken. materials and beginning construction. Samples shall be taken for 2 consecutive days. 4. All gravity sewer construction shall conform to the latest COAB standards and specifications. 21. Sample points for bacteriological sampling shall be located as follows: 1. Every 1000 feet and/or every dead end on a water main. 5. The existing utility facilities and locations shown on the drawings are taken from readily 2. Point of tie-in to existing water system. available information. The actual locations of the utility facilities may vary somewhat from the 3. Water main stubs more than 40 feet in length. locations shown and there may be utility facilities existing that are not shown or indicated on 22. Fire hydrants shall meet COAB standards. the drawings. The contractor shall contact all agencies with utility facilities in the vicinity of 23. New or relocated, underground water mains included in this project shall be laid to provide a the work and shall locate all underground facilities before beginning work. The contractor horizontal distance of at least three feet between the outside of the water main and the shall protect all utility facilities and repair any damages resulting from their work in outside of any existing or proposed vacuum -type sanitary sewer, storm sewer, stormwater conformance with the contract documents and specifications and relocate if required at no cost force main, or pipeline conveying reclaimed water regulated under Part III of Chapter 62-610, to the owner. F.A.C.; a horizontal distance of at least six feet between the outside of the water main and the 6• The contractor shall stake the sanitary sewer system and the storm sewer system and shall notify outside of any existing or proposed gravity -type sanitary sewer (or a horizontal distance of at the Engineer of any conflicts prior to installation of any pipe. least three feet between the outside of the water main and the outside of any existing or 7. Manholes shall be in conformance with COAB Standards. proposed gravity -type sanitary sewer if the bottom of the water main will be laid at least six inches above the top of the sewer); a horizontal distance of at least six feet between the 8, Type B bedding shall be used for this project unless indicated otherwise on the drawings. outside of the water main and the outside of any existing or proposed pressure-type sanitary 9. Backfilling shall be made with clean backfill which shall be thoroughly " 9 g y compacted in 6 lefts. sewer, wastewater force main, or pipeline conveying reclaimed water not regulated under Part Compaction shall be a minimum of 95% max density at +/- 2% of the modified proctor optimum III of Chapter 62-610, F.A.C.; and a horizontal distance of at least ten feet between the moisture content. outside of the water main and all parts of any existing or proposed "on-site sewage 10. Unsuitable materials under sewer pipe shall be removed to a depth of 18" below the bottom of treatment and disposal system." [FAC 62-555.314(1); exceptions allowed under FAC pipe and replaced with selected backfill properly compacted in 6" lifts. The material shall exhibit 62-555.314(5)] moisture contents within +/- 2 percent of the modified proctor optimum moisture content (ASTM 24. New or relocated, underground water mains that are included in this project and that will D1557) during the compaction operations. Compaction shall continue until densities of at least 95 cross any existing or proposed gravity- or vacuum -type sanitary sewer or storm sewer shall percent of the modified proctor maximum dry density (ASTM D1557) have been achieved. be laid so the outside of the water main is at least six inches above the other pipeline or at least 12 inches below the other pipeline; and new or relocated, underground water mains 11. All sewer construction shall be accomplished by an underground utility contractor licensed under that are included in this project and that will cross any existing or proposed pressure-type Chapter 489 F.S. sanitary sewer, wastewater or stormwater force main, or pipeline conveying reclaimed water 12• All pipe lengths are horizontal distances and are approximate. shall be laid so the outside of the water main is at least 12 inches above or below the other pipeline. [FAC 62-555.314(2); exceptions allowed under FAC 62-555.314(5)] 13. All sanitary sewer laterals shall terminate approximately 5 feet outside the buildingat a minimum depth of 3' below grade unless otherwise noted. The end of these service lines shall be tightly 25. At the utility crossings described in Part ILC.1.w, above, one full length of water pipe shall plugged or capped and marked until such time as connection is made inside the building. be centered above or below the other pipelines so the water main joints will be as for as t 4• ib possible from the other pipeline or the pipes will be arranged so that all water main joints The Contractor shall perform a television inspection of the sewer system. Two full reports, are least three feet from all joints in vacuum -type sanitary sewers, storm sewers, including video tape, shall indicate conditions of the pipe, location, type of pipe, diameter, location stormwater force mains, or pipelines conveying reclaimed water regulated under Part III of of services, type of joint, distance between manholes and any irregularities in the pipeline. The Chapter 62-610, F.A.C., and at least six feet from all joints in gravity- or pressure-type television inspection shall include a deflection test with a 5% mandrel. The sewer lines shall be sanitary sewers, wastewater force mains, or pipelines conveying reclaimed water not lumped as part of the final inspection. regulated under Part III of Chapter 62-610, F.A.C. [FAC 62-555.314(2); exceptions allowed 15. The Contractor shall coordinate the location, size and invert elevations of sanitary sewer services under FAC 62-555.314(5)] with the approved plumbing plans for the building. 26• When a water main crosses a storm drainage line, a minimum of 18" vertical separation 16. Contractor shall provide to the Engineer, a schedule of invert elevations of all sanitary manholes shall be required. prior to the placement of the limerock base course. This schedule shall be provided b the p y registered land surveyor submitting the "as -built" drawings for this project. 27. All water and sewer construction shall be accomplished by an underground utility contractor 17. All sewer mains shall be PVC (ASTM -3034) SDR -35 for depths to 12 feet, SDR -26 for licensed under the provisions of Chapter 489 Florida Statutes. depths 12 feet or deeper, or in easements unless otherwise noted. 28. All water mains shall terminate approximately 5 feet outside the building unless 18. Gravity sanitary sewer shall be low pressure air tested for leakage. Maximum allowable leakage otherwise noted. The end of these service lines shall be tightly plugged or capped and rate is 50 gpd per inch of diameter per mile. ASTM C-828-86 or C-924. marked until such time as connection is made inside the building. 19. All gravity sewers installed under this project shall be tested for leakage by the contractor 29. The contractor shall make application to utility company for the project water meter to demonstrate that: 1) the leakage exfiltration or infiltration does not exceed 200 gallons and shall pay for all meter fees. per inch of pipe diameter per mile per day for any section of the system; 2) Exfiltration 30. The contractor shall be responsible to provide mitigating construction measures or infiltration tests shall be performed with a minimum positive head of 2 feet; and 3) Air test, as a minimum, conform to the test procedure described in ASTM C-828 for in all cases where a minimum of 18 inches of vertical clearance between clay pipe, ASTM F-1417 for plastic pipe, and for other materials appropriate test procedure described water and sewer (including storm) lines is not possible. in ASTM C-828 for clay pipe, ASTM F-1417 for plastic pipe, and for other materials 31. The contractor shall be responsible for providing water for construction use during entire appropriate text procedures are used per RSWF 33.93 33.94 and 33.95. course of project if necessary. 32. Pressure pipe and fittings requiring restraint shall be braced with restrained joints per COAB Standards. 33. If dewatering capacity requires a consumptive use permit it shall be the Contractor's responsibility to obtain the permit through the St. Johns River Water Management District. AS -BUILT REQUIREMENTS 34. If solvent contamination is found in the pipe trench, work shall be stopped and the Contractor shall provide complete as -built information to the Engineer in accordance with proper authorities notified. With approval of the permitting agency, ductile iron the following requirements: pipe, fittings, and solvent resistant gasket material such as fluorocarbon shall be used in the contaminated area. The ductile iron pipe shall extend at least 100 feet 1. As -built drawings shall be prepared in AutoCAD format by a registered land surveyor. One set beyond any solvent noted. Any contaminated soil that is excavated shall be placed of signed and sealed prints and a set of computer disks containing project AutoCAD files and on an impermeable mat and covered with a waterproof covering. The proper PDF's of the prints shall be submitted to the Engineer for review and a roval. Additional authorities shall be notified and the contaminated soil held for proper disposal. signed and sealed prints shall be provided to the Engineer as requested. . 35. All backflow preventers shall be in accordance with COAB cross connection program. 2. As -built drawings shall be in accordance with all authorities having jurisdiction. Backflow preventers must be tested after installation by a certified tester and annually Contractor shall coordinate as -built submittals and approvals with jurisdictional thereafter. COAB contact: Bill Pound ® 665-5787. Backflow preventers on fire lines or agencies unless otherwise directed by the Engineer. backflow preventers on fire lines or combinations fire/potable mains shall have freeze protection. 3. Provide building locations, finish floor elevations, pavement grades and all underground facilities. 4. Provide perimeter dimensions at top of bank and at bottom of pond. 5. Provide elevations at top of bank and bottom of pond. 6. Provide special detail drawings where installations were not as shown on contract drawings due to field conditions or where required for clarity. 7. Provide location, elevation and description of benchmark(s). 8. Locate and provide elevations of all structures. Location of all structures shall be from two (2) directions and include northing/easting coordinates at center of structure. 9. Locate all pipes and provide size, elevation, invert elevations, length and type. 10. Provide dimensions and elevations of the pond outfall structure(s). 11. Water as-builts shall indicate the location of bacteriological sample points. 12. The as-builts shall include a detail of every crossing of the new water main with gravity sewers, force mains and storm pipes clearly shown & indicating the vertical clearances at each crossing. Details shall be furnished for parallel runs where the horizontal separation is less than 10 feet. 13. The centering of uncut lengths of pipe at points of crossing shall be documented on the as-builts and all mitigating construction measures clearly depicted in cases where a minimum of 18" of vertical clearance between the water and sewer (including storm) lines is not possible. • 'ti •'i YOU • CALL SUNSHINE • .:� •�� �rrl TM MME7 Community - Management - Energy - Relationships 13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229 Office 904.739.3655 Fax 904.730.3413 www.prosserinc.com Florida Certificate of Authorization Number: 00004050 STATIONAUTOMOBILE SERVICE MINOR AUTOMOTIVE SERVICE DATE : JULY. 2015 PROJECT No, : 114001.01 DESOM) By: J B D DRAWN BY: DPT SCALE: AS NOTED GENERAL NOTES "few - �yz�� C1.0 0.62576 J = S H E E T OVERHEAD UTILITIES TO 'BE REMOVED. CONTRACTOR TO TAKE DUE CARE TO NOT INTERRUPT SERVICE TO ADJACENT BUILDINGS. I r E1-6.01 (ISA EK NAIL AND CLARY ELEVATION DIU, IPS CONCRLIE DRIVEWAY I MANHOLE TO BE CONCRETE DRIVE I REMOVED (NOTIN USE) TO BE REMOVED ASPHALT DRIVE TO BE REMOVED_NIN USE LL OF WATER} INV: �> .l SIF ' w, r , ., P, 5F p . SF tee• 5F ,,.www. ..; ; 't f .44 44 `- I .89 7A61 VBF S89'24'20" 2K�2 9 €: FU389 E r , 49.73 (A) 1 I , qr,.. I � gq 71�- U NG TO BE I s EMOLISHED 1 I; Aj Phi g . ��4 er 3 ppyy f I CA/C j z r, I , �` ISA i x �el� �.� � �� C,%MCVVE PARKING AREA I 800 801 8 03 80 05 8 ,9 w s ; I.. 0 L .a.. ALIO 2 'T gCK SIU ,q,, g,. y 28rn 04 rn MANHOLE TO BE REMOVED (NOT IN USE) CONCRETE DRIVE a '" T E REMOVED V TM PROSSER Community - Management - Energy - Relationships 13901 Sutton Park Drive South, Suite 200 20 0 15 20 Jacksonville, Florida 32224-0229 ,f. Office 904.739.3655 1,4V 2 Fax 904.7 41 30 3 3 I www.prosserinc.com Florida Certificate of Authorization Number: 00004050 Y LEGEND: a INLET PROTECTION - -- ~' EXISTING CONTOURS BROKEN ASPHALT 21.7 + EXISTING SPOT ELEV. IRV,PE --9 DRIVE TO BE REMOVED INV . ) r >r li �1 3' �� � ■ ■ � PROPERTY UNE IIS ,,. SILT FENCE LI .,.. .� MITS OF SF ;. Y% ECY CLEARING > 4 s "w.-..,� ��S TO NOT K !N USE, MANHOLE POUND TO-sar LIMITS OF CURB DEMOLITION q LIMITS OFI M SC. DEMOLITION E IT IS THE INTENT OF THIS PLAN TO HAVE A 'COMPLETELY CLEARED AND CLEAN SITE. EVERYTHING ABOVE GROUND SHALL BE REMOVED WITHIN THE LIMITS OF CLEARING. _ o BUILDING TO °' BE DEMOLISHED � v8 TM, In co o, „s 7_:- k 7,0 Ff 23 t z , r i x , 32 , ,sr , I r 9" v. a r : € 5 p �. .ffikt pg$� ^e STORY C 3 t I € , a � 4 ( 9 } ('x IIn AI i S TAI R 1 § t i NOTES: 1. IT IS THE INTENT OF THIS PLAN TO HAVE A COMPLETELY CLEARED AND CLEAN SITE. EVERYTHING ABOVE GROUND SHALL BE REMOVED WITHIN THE LIMITS OF CLEARING. 2. CONTRACTOR SHALL PROTECT ALL EXISTING INFRASTRUCTURE BOTH ON AND OFF THE PROPERTY. 3. CONTRACTOR TO VERIFY ALL TREES TO BE PROTECTED WITH LANDSCAPE PLAN PRIOR TO COMMENCING DEMOLITION. 4. CONTRACTOR TO NOTE THAT EXISTING UTILITIES MAY BE PRESENT IN AREA OF WORK THAT ARE NOT SHOWN ON PLAN. ALL UTILITIES SHALL BE PROTECTED UNLESS THEY ARE CALLED OUT FOR DEMOLITION. 5. ALL ELECTRICAL, FIRE HYDRANTS, TELEPHONE, STORM PIPE, GRAVITY SEWER, FORCEMAIN AND WATER LINES TO REMAIN UNLESS SPECIFICALLY DESIGNATED FOR DEMOLITION ON THIS SHEET OR OTHER SHEETS IN THE PLAN SET. 6. ALL UNDERGROUND ELECTRIC AND TELEPHONE RELOCATIONS SHALL BE COORDINATED WITH UTILITY COMPANIES. 7. ALL DEMOLITION, REMOVAL AND DISPOSAL SHALL BE ACCOMPLISHED IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL CODES AND REQUIREMENTS. ALL DEMOLITION MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR, UNLESS SPECIFICALLY DESIGNATED OTHERWISE AND DISPOSED OFFSITE. 8. REMOVE ALL EXISTING PAVEMENT, PLANT MATERIAL AND CURB AS SHOWN. 9. CONTRACTOR SHALL REVIEW AND IMPLEMENT RECOMMENDATIONS OF GEOTECHNICAL REPORT FOR ALL EARTHWORK ACTIVITIES. 10. SEE SHEET C8.0 & 9.0 FOR SEQUENCING OF EROSION CONTROL AND DETAILS. 11. THE CONTRACTOR SHALL HAVE AT LEAST ONE PERSON ONSITE AT ALL TIMES DURING WORK ACTIVITIES CERTIFIED THROUGH THE FLORIDA STORMWATER, EROSION AND SEDIMENT CONTROL INSPECTOR TRAINING PROGRAM. 12. LAND DISTURBANCE ACTIVITIES THAT ENCOUNTER WORK INTERRUPTIONS OF 14 DAYS OR MORE SHALL STABILIZE ALL DISTURBED AREAS. 13. A DISTRICT CONSUMPTIVE USE PERMIT MAY BE REQUIRED TO AUTHORIZE DEWATERING CONSTRUCTIONS., CONTACT CAROLINE SILVERS AT 448-7903 TO REQUEST A CONSUMPTIVE USE PERMIT DETERMINATION FROM SJRWMD PRIOR TO ANY CONSTRUCTION. 14. BEFORE CONSTRUCTION BEGINS, CONTRACTOR SHALL TEST GROUNDWATER AND COORDINATE WITH KIM PEARCE 904.256.1686 OF FDEP TO DETERMINE IF A DEWATERING PERMIT IS REQUIRED ACCORDING TO RULE 62-621.300. 15. ADDITIONAL PERMITS MAY BE NECESSARY FOR THE DEMOLITION OF VERTICAL ELEMENTS. CONTRACTOR SHALL COORDINATE WITH COAG BUILDING DEPARTMENT. ORI o _ EROSION CONTROL NOTES: Cu°, ORIS ,L. tt moi. m , `. v «m r ... e.,» w �, __ �, �, . ,» EROSION CONTROL AND TREE PROTECTION MEASURES 0 r w,.. ES SHALL BE ,« , ,« , ;N� INSTALLED PRIOR TO ANY OTHER CONSTRUCTION ACTIVITY AND �" - * ' MAINTAINED UNTIL PERMANENT GROUND COVER IS ESTABLISHED. o . <; a SF "'" SF Sl SF s- ?. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY \7 7-01 '' CONCRETE DRIVE CONCRETE DRIVE CONCRETE DRIVE THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES CONCRETE DRIVE » TO BE REMOVED ra', AND PRACTICES PRIOR T0, OR CONCURRENT WITH LAND DISTURBING THIS DMV4M NOT RELEASED FOR TO BE REMOVER, TO BE REMOVED TO BE MODIFIED IRI"' (SEE SHEET C3.0) ACTIVITIES.Ld 0ON$iFiL1CTION UNLESS SO NOTED VE 3. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF ABO FULL IMPLEMENTATION OF THE PLAN DOES NOT PROVIDE FOR U 8.44. I T TITLE - EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT / _ - .,. CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR THREAT 77 SHS _.. OF THE SEDIMENT SOURCE BY THE CONTRACTOR AS NEEDED. U ... ,: .N. •- X' 4 1 � I i a 4. THE CONTRACTOR SHALL MINIMIZE MIZE THE EXTENT OF THE AREA EXPOSED / .. w AT ONE TIME AND THE DURATION OF EXPOSURE. EXISTING CONDITIONS/ U INV � 1 IVG __ mw IL' 5�.7 C ~ - �-- .» ,. _.m „»,_ ; 5. THE CONTRACTOR SHALL APPLY EFFECTIVE EROSION CONTROL w t - AfLAYTX`�.<z,T«, MEASURESTO PREVENT OFF SITE DAMAGE. �� w DEMOLITION PLAN M L,� t �� ��.,� ,www-.,�. :�,� �.��`wM « , �'� 6. THE CONTRACTOR SHALL APPLY PERIMETER CONT PRACTICES TO CONTROL r PROTECT THE DISTURBED AREA FROM OFF SITE RUNOFF AND TO P PREVENT SEDIMENTATION DAMAGE TO AREAS BELOW THE DEVELOPMENT SITE. H I Q 7. THE CONTRACTOR SHALL MAINTAIN LOW RUNOFF VELOCITIES AND I RUNOFF SHALL BE DETAINED ON THE SITE. Li 8. THE CONTRACTOR SHALL STABILIZE DISTURBED AREAS IMMEDIATELY Q AFTER FINAL GRADE HAS BEEN OBTAINED. °°°° �� FO C.� •Q I 9. THE CONTRACTOR SHALL IMPLEMENT A THOROUGH MAINTENANCE AND , p ' COMPLIANCE PROGRAM. I 1 C2.0 e No. 576 J= Ili t 10. THE CONTRACTOR SHALL HAVE AT LEASE ONE PERSON ONSITE AT ALL FD TIMES DURING WORK ACTIVITIES CERTIFIED THROUGH THE FLORIDA w STORMWATER, EROSION, AND SEDIMENTATION CONTROL INSPECTOR = .Q STATE TRAINING PROGRAM. m AUTOMOBILE OB LE SERVI E C STATION O W MINOR AUTOMOTIVE SERVICE DATE : JULY, 2015 PRO.ECT NO, : 11400 1. 01 DESKNM By: J B D DRAWN BY: DPT SCALE: AS NOTED a 8 H E E T ELEV-5,01 ( A ) r AND CLARY ELEVA*110N CSI IN CONCRE7 DRIVEWAY 20 0 15 20 SITE DATA TABLE USE: AUTOMOBILE SERVICE/ RESTAURANT ZONING: CG LANDUSE: COMMERCIAL PHASES: 1 BUILDINGS• 2 HEIGHT: 35'-0" MAX. FEMA FLOOD ZONE: X MAXIMUM IMPERVIOUS SURFACE: WETLAND IMPACTS: NONE LOT DATA: SETBACK LANDSCAPE BUFFER FRONT 20' 10' SIDE 5' 5' REAR 20' 10' HEIGHT: 35'-0" MAX. FEMA FLOOD ZONE: X MAXIMUM IMPERVIOUS SURFACE: WETLAND IMPACTS: NONE LOT DATA: 70% OR NOT TO EXCEED PRE—CONSTRUCTION SURFACE AREA ITEM TOTAL CONCRETE/GATE PARKING TOTAL (% SITE AREA 79,939 S.F. 1.84 Ac. 100% BUILDING (RETAIL SALES/ AUTOMOBILE SERVICE STATION) 6,400 S.F. 0.15 Ac. 8.2% BUILDING (RESTAURANT) 3,650 S.F. 0.08 Ac. 1 4.5% PERVIOUS AREA 19,500 S.F. 0.45 Ac. 24.5% * PARKING: PARKING REQUIRED PROVIDED AUTOMOBILE SERVICE STATION 16 (1/400 SF) 26 RESTAURANT 76 SEATS)__19 (1/4 SEATS) 19 TOTAL SPACES 35 **45 BICYCLE PARKING 5 5 ON—STREET PARKING TABLE EXISTING TOTAL 1 11 *THE NUMBER OF PARKING SPACES DEPICTED IN THIS SITE PLAN REFLECTS THE MINIMUM PARKING REQUIRED BY CODE AND IS SUBJECT TO A DECISION IN CASE NO. 16-2014—CA-7714 PENDING IN THE CIRCUIT COURT, 4TH JUDICIAL CIRCUIT, DUVAL COUNTY, FLORIDA AS TO THE NUMBER OF PARKING SPACES TO WHICH ATLANTIC BEACH DINER IS ENTITLED UNDER ITS LEASE, AND IS SUBJECT TO MODIFICATION AS REQUIRED BY THAT DECISION. **INCLUDES 10 EXTRA SPACES PER SEC. 24-161(a). NOTE: CONTRACTOR SHALL SEQUENCE ONSITE AND OFFSITE WORK SUCH THAT IT DOES NOT DISRUPT EXISTING -81YER- AND PARKING. PINK PROJECT NAME: GATE PETROLEUM ® ATLANTIC BEACH AUTOMOBILE SERVICE STATION W/ AUTOMOTIVE SERVICE OWNER/DEVELOPER: GATE PETROLEUM COMPANY ENGINEER/LANDSCAPE: PROSSER, INC. 13901 SUTTON PARK DRIVE SOUTH SUITE 200 JACKSONVILLE, FL 32224 ASPHALT CK WITH EUCLID SUPER CLEAR DIAMOND II SEALER. (TYP. ON SITE). 2. ALL STRIPING WITHIN THE PUBLIC R/W SHALL BE 6" WIDE THERMOPLASTIC UNLESS OTHERWISE NOTED. ONSITE STRIPING MAY BE PAINTED. 3. FEMA FIRM PANEL 12031CO409H, FLOOD ZONE X. 4. GUTTER PAN SHALL SLOPE IN SAME DIRECTION AS THE ADJACENT ASPHALT. 5. FOR GENERAL NOTES AND AS -BUILT REQUIREMENTS SEE SHEET C1.0. 6. SEE ARCHITECTURAL PLANS FOR EXACT BUILDING LAYOUT. 7. SEE ELECTRICAL PLANS FOR LIGHT POLE LOCATIONS. 8. ALL RADII ARE 5' UNLESS OTHERWISE NOTED ON THESE PLANS. 9. ALL DIMENSIONS ARE TAKEN FORM FACE OF CURB UNLESS OTHERWISE NOTED 10. SEE LANDSCAPE PLANS FOR LANDSCAPE AND PLANTING DETAILS. 11. ALL NORTHING AND EASTING COORDINATES BASED OFF STATE PLANE COORDINATES FROM CLARY AND ASSOCIATES. 12. PLANS ARE NAVD 88. PROSSER TM Community - Management - Energy - Relationships 13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229 Office 904.139.3655 Fax 904.730.3413 www.prossennc.com Florida Certificate of Authorization Number: 00004050 DATE : JULY, 2015 PROJECT NO : 114001.01 DESIGNED By: J B D DRAWN By: DPT SCALE: AS NOTED No. Date Revision SITE LAYOUT PLAN C3.0 LEGEND PROPERTY BOUNDARY C� ASPHALT/GATE PARKING CONCRETE/GATE PARKING ASPHALT/DINER PARKING CONCRETE DETECTABLE WARNING LOADING ZONE CURB & GUTTER �3 ON—STREET PARKING COUNT PROJECT NAME: GATE PETROLEUM ® ATLANTIC BEACH AUTOMOBILE SERVICE STATION W/ AUTOMOTIVE SERVICE OWNER/DEVELOPER: GATE PETROLEUM COMPANY ENGINEER/LANDSCAPE: PROSSER, INC. 13901 SUTTON PARK DRIVE SOUTH SUITE 200 JACKSONVILLE, FL 32224 ASPHALT CK WITH EUCLID SUPER CLEAR DIAMOND II SEALER. (TYP. ON SITE). 2. ALL STRIPING WITHIN THE PUBLIC R/W SHALL BE 6" WIDE THERMOPLASTIC UNLESS OTHERWISE NOTED. ONSITE STRIPING MAY BE PAINTED. 3. FEMA FIRM PANEL 12031CO409H, FLOOD ZONE X. 4. GUTTER PAN SHALL SLOPE IN SAME DIRECTION AS THE ADJACENT ASPHALT. 5. FOR GENERAL NOTES AND AS -BUILT REQUIREMENTS SEE SHEET C1.0. 6. SEE ARCHITECTURAL PLANS FOR EXACT BUILDING LAYOUT. 7. SEE ELECTRICAL PLANS FOR LIGHT POLE LOCATIONS. 8. ALL RADII ARE 5' UNLESS OTHERWISE NOTED ON THESE PLANS. 9. ALL DIMENSIONS ARE TAKEN FORM FACE OF CURB UNLESS OTHERWISE NOTED 10. SEE LANDSCAPE PLANS FOR LANDSCAPE AND PLANTING DETAILS. 11. ALL NORTHING AND EASTING COORDINATES BASED OFF STATE PLANE COORDINATES FROM CLARY AND ASSOCIATES. 12. PLANS ARE NAVD 88. PROSSER TM Community - Management - Energy - Relationships 13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229 Office 904.139.3655 Fax 904.730.3413 www.prossennc.com Florida Certificate of Authorization Number: 00004050 DATE : JULY, 2015 PROJECT NO : 114001.01 DESIGNED By: J B D DRAWN By: DPT SCALE: AS NOTED No. Date Revision SITE LAYOUT PLAN C3.0 . E/Pt 14' NOTES: 24" WHITE STOP BAR; { BEHIND ROW - TIE TO EXISTING DRIVEWAY (TYP.) ni" wuiTr crno ore. 1. DETECTABLE WARNING MUST MEET CH. 11 OF FLORIDA BUILDING CODE & THE AMERICANS WITH DISABILITIES ACT EXPOSED AGGREGATE RIVER RO PROJECT NAME: GATE PETROLEUM ® ATLANTIC BEACH AUTOMOBILE SERVICE STATION W/ AUTOMOTIVE SERVICE OWNER/DEVELOPER: GATE PETROLEUM COMPANY ENGINEER/LANDSCAPE: PROSSER, INC. 13901 SUTTON PARK DRIVE SOUTH SUITE 200 JACKSONVILLE, FL 32224 ASPHALT CK WITH EUCLID SUPER CLEAR DIAMOND II SEALER. (TYP. ON SITE). 2. ALL STRIPING WITHIN THE PUBLIC R/W SHALL BE 6" WIDE THERMOPLASTIC UNLESS OTHERWISE NOTED. ONSITE STRIPING MAY BE PAINTED. 3. FEMA FIRM PANEL 12031CO409H, FLOOD ZONE X. 4. GUTTER PAN SHALL SLOPE IN SAME DIRECTION AS THE ADJACENT ASPHALT. 5. FOR GENERAL NOTES AND AS -BUILT REQUIREMENTS SEE SHEET C1.0. 6. SEE ARCHITECTURAL PLANS FOR EXACT BUILDING LAYOUT. 7. SEE ELECTRICAL PLANS FOR LIGHT POLE LOCATIONS. 8. ALL RADII ARE 5' UNLESS OTHERWISE NOTED ON THESE PLANS. 9. ALL DIMENSIONS ARE TAKEN FORM FACE OF CURB UNLESS OTHERWISE NOTED 10. SEE LANDSCAPE PLANS FOR LANDSCAPE AND PLANTING DETAILS. 11. ALL NORTHING AND EASTING COORDINATES BASED OFF STATE PLANE COORDINATES FROM CLARY AND ASSOCIATES. 12. PLANS ARE NAVD 88. PROSSER TM Community - Management - Energy - Relationships 13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229 Office 904.139.3655 Fax 904.730.3413 www.prossennc.com Florida Certificate of Authorization Number: 00004050 DATE : JULY, 2015 PROJECT NO : 114001.01 DESIGNED By: J B D DRAWN By: DPT SCALE: AS NOTED No. Date Revision SITE LAYOUT PLAN C3.0 E 0 L O 1 0 N N U O o� 3 0 CD n ' O O O d' z w U d C) v Q w M C) z a Q w a i 0 1 0 O 20 0 15 2® i 1mv T#- INV-Z14 PSC to i- AND CLARY NI � IN Cs NG i AY `.VY �wR CORE INTO EXISTING v , DROP INLET O INV.=3.05 ASPHALT = -S R®IVANT AV IV , , f E MEG TYPE C INLET CORE INTO EXISTING s ,A f6.31 TOP=6.96 6 DROP INLET AT INV.=3.81 A, 6.04 (5a ROW F DA=0.28 AC � 3,62MEG to m T� E INY.=1.17 MEG 4 .,. ,. M MEG MEG ��t� ;`� �� �R� .�,�� () � £6W-1.35 r t 4 € - t6.50 16.47 e a (W) INV. -1.17 X6.32GUMr ,�•t MANHOLE .�.: .., PE 'C' INLET �,,6, 11�.,: I 189 LF 15'° ,TOP=7.20 3 _. €1T t:, gat g := RCP O 0.5X (S) INV.=4.Q0 " TOP -6.85 - _ - s RCP 1.0% •,,� 202 LF 15 ri .48 AC H °,, ""(Vrj INV 4.'00 , RCP O 0.5ii , E I =2.17 ;, ,, . _ .. _ _ - , _._ mini -.rrrrr■r.� � , ■r•.,.,,� -■■ ' + 6,52 $.30 x ■ s x • ■ : x a ■ ■ 'x x 8.42 7.29 I CLEANOUT �. ° a :.;" e s 7,4 .18 ? _ „ ..,+7.05OUTFALL 1 INV.=1.96 $ Tt, 7.44 1 r - - MODIFIED TYPE 'E' INLET i 7.12 y xf 34 LF 15 INV.= 1.00 SWMF 7..�.,.... °a.A �< �:'. 8.30 RCP O 0.t r TOP=6.93 AREA -0.12 AC 7 57 7.23 - nr x WEIR=6.307.82 : 7. 7 " t ,K : '4 8.48 CLEANOUT . I" - TOP 7.95 7.32INV.=1.70 - ..- .. NWL 4.20 BOT . .45 ROOF DRAIN -3.8 0�: °' i LEGEND 25YR 6.93CONNECTION TYP. 7N 7.21 OUTFALL 2 5YR 677INV.=2.05 I MODIFIED TYPE 'E' INLET MA 6.56 - - - - - - - - EASEMENT TOP=6.93 PROSSER TM Community - Management - Energy - Relationships 13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229 Office 904.739.3655 Fax 904.730.3413 www.prosserinc.coni Florida Certificate of Authorization Number: 00004050 NINE �. AUTOMOBILEERVI S CE STATION W/ MINOR O AUTOMOTIVE SERVICE DATE : JULY 2015 PFI MCT Np, : 114001.01 DESIGNED By: J B D DRAWN BY: DPT SCALE: AS NOTED No. Date Revision ,o a C4.0 o.62 76 &kQf, P.9 bA''�. /!!l1t7973 SiIi1311���