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10-02-15 Gate Gas Station 535 Atlantic Blvd.Part 1 1AUITOMOTIVE SE M, :1 :� 1I mini i IN■ GAIII 'P ROLEUM RVICE STATION W/ MINOR • A LANTIC ACH 1• 1 /1 535 ATLANTIC BLVD RE 170684�000 501 ATLANTIC BLVD RE 170678�0000 VICINITY MAP TIN Community - Management - Energy - Relationships 13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 3222440224 P • 904.739.3655 f • 904.730.3413 e• blfo@prosserhalloduom .�� Fla. Certificate of Authorization No.: 00004050 ENGINEER OF RECORD: 40'jttµ�;C1^1{k1411I/jS'1\1`}Ju/��,� /per) Name: J. Bradford, k"F_tvU 1d�rr"`il�E41 # 62576 Rio. 62576 Y Signature: i E 0i 2Le q }" NTS DRAWING INDEX COVER SHEET SURVEY C1.0 GENERAL NOTES C2.0 EXIST. CONDITIONS/DEMOLITION PLAN C3.0 SITE LAYOUT PLAN C4.0 PAVING, GRADING AND DRAINAGE PLAN C5.0 UTILITY PLAN C6.1—C6.2 GRADING AND DRAINAGE DETAILS C7.1—C7.11 UTILITY DETAILS C8.0 EROSION AND SEDIMENT CONTROL DETAILS C9.0 STORMWATER POLLUTION PREVENTION PLAN C10.0 STORMWATER POLLUTION PREVENTION PLAN -CONTRACTORS CERTIFICATION NOT A PROSSER WORK PRODUCT L— LANDSCAPE PLAN IR— 1 IRRIGATION PLAN PHOTOMETRIC PLAN ISSUED: OCTOBER 12, 2015 No. Date Revision 1 10-12-15 CITY OF ATLANTIC BEACH Prosser No. 114001.01 OTIV S VIC�z ad glum Im 0 cf: LLJ a. LLJ tA N M T J V V Q F- d W J Q W I I N � M a. m ®�a Sia''s.,sk1...' � Q t Cn I_- .0 SCANNED Date; w C� 40 c� ccCU kc.) c � D OCT „22015 ad glum Im 0 cf: LLJ a. LLJ tA N M T J V V Q F- d W J Q W I I N � M a. m ®�a Sia''s.,sk1...' � Q t Cn I_- .0 SCANNED Date; w C� 40 c� ccCU kc.) c � D OCT „22015 q, O I 0 N O z LLI J LL N I FND 1/2'' NO ID I FIRST AMERICAN TITLE INSURANCE COMPANY FILE NUMBER 2080-3202172 EFFECTIVE DATE: JULY 10, 2014 SCHEDULE B - SECTION 2 EXCEPTION RECORDED DESCRIPTION COMMENTS NUMBER DOCUMENT 9 DEED BOOK 827, PA# § IRESTRIC11VE AGREEMENT DOES NOT AFFE 10 O.R.B. 3472, PG. 821 RESOLUTION 11 O.R.B. 4513, PG. 364 EASEMENT FOR DRAINAGE AND UTILITIES 13 PLAT BOOK 10, PAGE 8 MATTERS SHOWN ON RECORDED PLAT 14 O.R.B. 13362, PG. 1476 ASSIGNMENT III I JOB No. 2014-315 CT BLANKETS LOTS 789, 790, 793, 794, 798, 803, 805, 807, 808 & 809; 5' PERPETUAL EASEMENT ON LOTS 789, 790, 793, 794, 798, 808 & 809 SHOWN HEREON REMOVES 5' PERPETUAL EASEMENT FROM LOTS 803, 805 & 807 SHOWN ON LOTS 805 & 806 BLANKETS SITE BLANKETS SITE PARTY CHIEF: HENDERSON CONC WALK MapSh o in owing a 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' R/W) ATLANTIC BOULEVARD (105' R/W) 1. BEARINGS SHOWN HEREON ARE BASED ONJ NORTHERLY R/W LINE OF ATLANTIC BOULEVARD AS N89 -25'12"E PER STATE PLANE COORDINATE SYSTEM, FLORIDA EAST ZONE, NORTH AMERICAN DATIJM 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 ZONE "X" (AREA DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODP'LAIN), 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 64,974 SQUARE FEET (1.492 ACRES). F.B. 805L ,Pg. 50-53 CAD FILE: 2014-315.DWG CHECKED BY:,�, ��) 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 110301 = PERPENDICULAR BUILDING TIE © = NUMBER OF REGULAR PARKING SPACES = HANDICAP PARKING SPACE —v--= SIGN _ O = CLEAN OUT cm = PROPANE TANK = WATER VALVE COVER E=� = WATER METER Ill = TELEPHONE PEDESTAL caj = POWER POLE X = FOUND X—CUT = FOUND 1/2" IRON PIPE — NO ID (UNLESS NOTED OTHERWISE) O = SET 1/2" IRON PIPE "CLARY ASSOC" —UHU GRAPHIC SCALE ( IN FEET ) 1 inch = 20 ft. 11-03-14 JRS N/A REVISED TO SHOW ACREAGE, NO FIELD WORK THIS DATE. REVISION DATE DRAFTER WDRK ORDER NO. 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, SKETa4, PLAT OR VAP IS NOT VALID UNLESS IT BEARSS-l).,Tr—,VG�1A,rjK d.N7 THE ORIGINAL Cla KY&Associates RAISED SEAL :�F'A FN�RIDA UCLTJ5L-a SURVEYOR AND MAPPER APr 2 J-17, FLORIDA ADMINISTRATIVE CODE). PROFESSIONAL SURVEYORS & MAPPERS LB NO. 3731 OWN 3830 CRPOINT ROAD JACKSONVILLE, FLORIDA 32257 (904) 260-2703 WWW.CLARYASSOO.COM DATE: 8-14-14 GREGOE ~` z P. —GE 77 FILE N0. SS -305:,3 Showi LOTS 71 THE PLA 01 7.61 TO OPEN O SS --OHU a Topographic Survey of 1 ROUGH 799 AND 802 THROUGH 809, INCLUSIVE, AS SHOWN ON SECTION NO. 1, SALTAIR, RECORDED IN PLAT BOOK 10, PAGE 8 CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: GATE PETROLEUM COMPANY :• ASPHALT \ 0 748 c 6 08 6•$4 % -SS ss-ss-ss--Ss- 6. S SS SS SS 6.76.51 6.58 0 6.50 c 6.46 6.46 8.83 ASPHALT 8.68 6.89 1 8'� rul 7.05 7 3 7.10 _� S8924r20"W i 6.52 I 7 6' WBF ATE g 6.70 OHU 49.73' (A) 6.88 CONC TRANSFORMER PAD 7+ 742 ® Xx 04, C NC FLUME 6.91 O 8.81 I S8924r20"W O O 449.85 7.16 7.08 I .12 p `/ I ELEV=8.08 X X I M,y� i ASPHALT may,, 00 6.7 I I I 6.89 7.06 7 27 I 6.7+6.5 7.67 0 I 1-DUMPSTER AREA RIM=8.90 RIM -6. 8 t + 1 v r NOT IN USE 04 NOT I SE I i I I 6.5 8 I I 7.1+ �.3 X M x I o FU OF WA n7.54 5 FULL WATER I" I 6.3 I �X- -X "LILT 6 BOTTOM STRUCU =4.56 7128 0 CUTE -4470 I 7.32 I SZ I 6' WBF 1 N 1 S 7.87 8.25 I �Sj I 59.8' I n O I O I i j I CONC A/C PAD I OBJ I I I 743 7.02 I ELEV=7.20 I o o I 7+5 1 u? I I I ` a VERHANG I I 7.31 I I n .6 7 6 7. 7. 5 7 5 I 9 7. 7.63 7, 1 I .59 I 1 7.4 .5 7.34 7.37 j 0 7.2 GOA I d�c i ONC CONIC 7.49 i i 7.74 7.73 6 7.61 141.2' 7.60 7.63 I 4 7.61 7.64 7.45 7.50 I ASPHALT I I CONIC A/C PAD I I i 7,2g I 7 59 7 50 I EL.EV=7.901 CONC A/C PAD I PLA FlBERGLASS A/C PAD I 57 I 7179 ELEV=7.90 I STIC A/C PAD I ELEV 7.85 CONCRETE PARKING AREA I I I I ELEV=7.43 1 800 .801 8 2 i 803 I 804 805 i 806 ' 807 7.95 8.35 ASPHALT I W Q 1 I i 1 I i I 8.0 � I 1 AND 2 STORY BLOCK AND STUCCO 01 �, .28 oi1 Of 1 ASPHALT I I I d l 4m 8.00 8.00 I I I I I I 7+0 7.06 7.251 1I i I I I I 8.04 8.07 7.9L_ 2 I I I I I I GRASS I I 1 I I I I 1 1 1 CONC BLOCK WALL i i I 6.6' .29 i I � I 8.71 8.72 7.24 7.301 8{2514.5' ^ FFE@8.29 I I I 8.15 1 , ,D (AT DOOR) I FFE=7.98 I FFE=7.59 7.41 I 3 I (AT DOOR) I I (AT DOOR) 7.32 7.81 8.7 .75 71'35 8.08 I 8.22 43.9' I D.4' I 44.3' I 7.64 98 4 CLF BIKE RACK �: 1.3� 7.77 7.69 1 --------- 7. 4 ----- I __ 2ND STORY COVERED WALKWAY, COVE ED_CONC WALK BELOW I L ------- x ---x �X`_X-X X__x --ih_X �-7C- -- �-------- ----------- f-------------I------------- I I N 8.25 r------------ +--7069 _-_-----r----- 192.9' - r--------- 7.5 i I I iL I II 17+2 1 .24 I 7.63 S I o0 I d II IIIII IIIII oov jIIIIl 'II1�II1I IIIIi 7.50 j 84 1 AND 2 STORY COQUINA I 00 D ET R SHAFT (YI'44 IFFE=9.82 9. I .�i 6711 (TYPICAL) II STA3IjRI ) YELL I O 6' WBF .39 STAIR WELL a.59 7.5 5805 7.97. .46 7.05 7.53 . . .7+4 k U- NO PARKING Z 6III1 iI I I 7� 11 I I 1 I I TOP=6.89 I ,I` I I 9.50 'd I '1 I I i / FU�L. OF DIRT AND DEBRIS, I 4 I I I 9.42 .14 1 I I UUNABLE TO GET INVERT I ASP ALT 6' WBF-"4 I i �O I i 8.8 I 8.18 8.31 W^ II I I i ASPHALT i /q I I I i j I 8.32 1 .19 I 7.7 ! I I O I I I I I I I I I PLASTIC A/C PAD 7+ 7.80 1 I I 1 OT 781 782 i 783 784 i 785 ELEV7 ff I o27 877.7 1� 44788 i i I I I i 1 $ as 03 I 789 790 1 91 I 792I 793 7 4 ; 79 7.51 CONC ^ I I I I I I I 2ss' � � 1 i I I j 0.8• ob Ou 18.30 I I 1 8.24 I � I 1 Z t I 1 I I CONCRETE (PARKING AREA I jj B I W Cc S I Oho I I I I I I i I 1 I 1 b I I I I I I I I Gq 2 $TORY STUCCO AND I I I I I I 1 I ! I f, I WOOD FRAME 1 O i is 1 I I I I, I I 8.33 8+2 7+7 I.5 I FFE-8.418 I Oda i I I I i I I I I �° I I I 1 I i g I O 1772 76988 1 1 1 1 8. 5 7: I I i I i 1 6' VINYL GATE 8.22 I I 7.72 �4 I I I i N89 -26-12"E r w O� I ASPHALT i SIGN I BEN dA@K I j ASPHALT I slc N89 2512E I I i I EL EV=8.10 (NAVD88) I I I 50.00'1L(P&A r I I r w I I 1'K NAIL AND CLARY ELEVATION DISK I I 8.53 8.5450,00 (PdCA) I N892512 I: I i I IN ASPHALT PARKING1 LOT $00.08' -a-- CONC SWK CONC SWK 8.11 8.57 8.40 8.29 .07lalix- .06 �'4, CONIC SWK 7:96 300.08 8.06 8.2 8.� C 8.34 8.18 8.02 8.12 8.09 8.09 CONIC SWK ONC DRIVE 8.10 8.08 OHO CONIC DRIVE CONIC DRIVE CONIC SWK CONIC DRIVE CONC SIMC OHu OHu OHU 8 OHU OHU4--OHU 8'32 u 8.30 OHu OHU 8.1 o u 7 99 CONIC DRIVE ❑ 7.96 8.16 8.3 OHU- OHU HU OHU- OHU OHU OHU 8.09 OHU OHU�0HU-[1HU-0HU-HU-UHU '- 2.0' CONC CURB 2.0' CONIC CURB : : j; j' 7.1:19 . TOP�.92 ClL=7 0 I : 7:Y S t7 7.73 IASED ON NORTHERLtRIDA W LINE OF ATLANTIC BOULEVARD COORDINATE SYSTEM, TOP=599 T. INFO =INFORMATION ' A BOUNDARY SUR IT IS A TOPOGRAPHIC SURVEY FOR 4SSOCIA7S FILE N0. -3059, SS -3060, SS -3061. INV=2.14 lVVN. )VEMENTS/ STRUCTU S SITUATED ABOVE GROUND. BELOW :S, IF ANY, ARE NO HOWN OR LOCATED. l BENCHMARK ELEV=6.01 (NAVD88) PK NAIL AND CLARY ELEVATION DISK A FOUND NAIL, EL ATION=8.41 (NAVD '88) -SET ON THE DF ATLANTIC BLVD, I THE K -MART PARKING LOT. ENLARGED OR REDU D FROM THE ORIGINAL. UTILIZE THE IN CONCRETE DRIVEWAY 8.01) BACK OF CURB ON ASPH, CONC, ET 7.72 } = FLOW LINE 7.82) WBF - WOOD BOARD FENCE EDGE OF PAVEMENT FFE = FINISHED FLOOR ELEVATION I STURDIVANT AVENUE OTHERWISE) TOP -5.85 N INV SW=3.03 DIA = DIAMETER v? I -X -X -X- = FENCE (SIZE,TYPE AS NOTED) FOC = FIBER OPTIC CABLE � M / CAD FILE: 2014-318 TOPO.dwg I (50' R/W) o 83 7.90 I 8.1 n1 I I OD ASPHALT � RIM=6.11 6,61 NOT IN USE FULL OF WATER �2_ I 6 ¢9 646 6.05 . Z- / INV W=2J3 INV E=2.74 BOTTOM STRUCUTE=3.62 C,g� I TOP380 THROAT=5.11 �ry NE= SS s� SS S SS I ('IN' SS SS SS SS 10" PVC INV IN E=0. INV W--1 6.41 6.33 6.19 EP 6+3 •2 6.31 SS SS SS SS 6.28'8.38 SS SS SS SS SS INV S=3. r 6.41 S 6.11 5 6 1 CONIC DRIVE ,45 6.28 8.32 6.44CONIC 6.396.2 +�6.2 6.4'4C .25 76.29 CONC DRIVE 6.45 +5.9 6 -- 6.86.7+8 ,74 6.4n.1. 6 6.65 6.56 6.80 6 96 6,0+ INTOP-5.61 E 1 �_ 6.48 rul 7.05 7 3 7.10 _� S8924r20"W i 6.52 I 7 6' WBF ATE g 6.70 OHU 49.73' (A) 6.88 CONC TRANSFORMER PAD 7+ 742 ® Xx 04, C NC FLUME 6.91 O 8.81 I S8924r20"W O O 449.85 7.16 7.08 I .12 p `/ I ELEV=8.08 X X I M,y� i ASPHALT may,, 00 6.7 I I I 6.89 7.06 7 27 I 6.7+6.5 7.67 0 I 1-DUMPSTER AREA RIM=8.90 RIM -6. 8 t + 1 v r NOT IN USE 04 NOT I SE I i I I 6.5 8 I I 7.1+ �.3 X M x I o FU OF WA n7.54 5 FULL WATER I" I 6.3 I �X- -X "LILT 6 BOTTOM STRUCU =4.56 7128 0 CUTE -4470 I 7.32 I SZ I 6' WBF 1 N 1 S 7.87 8.25 I �Sj I 59.8' I n O I O I i j I CONC A/C PAD I OBJ I I I 743 7.02 I ELEV=7.20 I o o I 7+5 1 u? I I I ` a VERHANG I I 7.31 I I n .6 7 6 7. 7. 5 7 5 I 9 7. 7.63 7, 1 I .59 I 1 7.4 .5 7.34 7.37 j 0 7.2 GOA I d�c i ONC CONIC 7.49 i i 7.74 7.73 6 7.61 141.2' 7.60 7.63 I 4 7.61 7.64 7.45 7.50 I ASPHALT I I CONIC A/C PAD I I i 7,2g I 7 59 7 50 I EL.EV=7.901 CONC A/C PAD I PLA FlBERGLASS A/C PAD I 57 I 7179 ELEV=7.90 I STIC A/C PAD I ELEV 7.85 CONCRETE PARKING AREA I I I I ELEV=7.43 1 800 .801 8 2 i 803 I 804 805 i 806 ' 807 7.95 8.35 ASPHALT I W Q 1 I i 1 I i I 8.0 � I 1 AND 2 STORY BLOCK AND STUCCO 01 �, .28 oi1 Of 1 ASPHALT I I I d l 4m 8.00 8.00 I I I I I I 7+0 7.06 7.251 1I i I I I I 8.04 8.07 7.9L_ 2 I I I I I I GRASS I I 1 I I I I 1 1 1 CONC BLOCK WALL i i I 6.6' .29 i I � I 8.71 8.72 7.24 7.301 8{2514.5' ^ FFE@8.29 I I I 8.15 1 , ,D (AT DOOR) I FFE=7.98 I FFE=7.59 7.41 I 3 I (AT DOOR) I I (AT DOOR) 7.32 7.81 8.7 .75 71'35 8.08 I 8.22 43.9' I D.4' I 44.3' I 7.64 98 4 CLF BIKE RACK �: 1.3� 7.77 7.69 1 --------- 7. 4 ----- I __ 2ND STORY COVERED WALKWAY, COVE ED_CONC WALK BELOW I L ------- x ---x �X`_X-X X__x --ih_X �-7C- -- �-------- ----------- f-------------I------------- I I N 8.25 r------------ +--7069 _-_-----r----- 192.9' - r--------- 7.5 i I I iL I II 17+2 1 .24 I 7.63 S I o0 I d II IIIII IIIII oov jIIIIl 'II1�II1I IIIIi 7.50 j 84 1 AND 2 STORY COQUINA I 00 D ET R SHAFT (YI'44 IFFE=9.82 9. I .�i 6711 (TYPICAL) II STA3IjRI ) YELL I O 6' WBF .39 STAIR WELL a.59 7.5 5805 7.97. .46 7.05 7.53 . . .7+4 k U- NO PARKING Z 6III1 iI I I 7� 11 I I 1 I I TOP=6.89 I ,I` I I 9.50 'd I '1 I I i / FU�L. OF DIRT AND DEBRIS, I 4 I I I 9.42 .14 1 I I UUNABLE TO GET INVERT I ASP ALT 6' WBF-"4 I i �O I i 8.8 I 8.18 8.31 W^ II I I i ASPHALT i /q I I I i j I 8.32 1 .19 I 7.7 ! I I O I I I I I I I I I PLASTIC A/C PAD 7+ 7.80 1 I I 1 OT 781 782 i 783 784 i 785 ELEV7 ff I o27 877.7 1� 44788 i i I I I i 1 $ as 03 I 789 790 1 91 I 792I 793 7 4 ; 79 7.51 CONC ^ I I I I I I I 2ss' � � 1 i I I j 0.8• ob Ou 18.30 I I 1 8.24 I � I 1 Z t I 1 I I CONCRETE (PARKING AREA I jj B I W Cc S I Oho I I I I I I i I 1 I 1 b I I I I I I I I Gq 2 $TORY STUCCO AND I I I I I I 1 I ! I f, I WOOD FRAME 1 O i is 1 I I I I, I I 8.33 8+2 7+7 I.5 I FFE-8.418 I Oda i I I I i I I I I �° I I I 1 I i g I O 1772 76988 1 1 1 1 8. 5 7: I I i I i 1 6' VINYL GATE 8.22 I I 7.72 �4 I I I i N89 -26-12"E r w O� I ASPHALT i SIGN I BEN dA@K I j ASPHALT I slc N89 2512E I I i I EL EV=8.10 (NAVD88) I I I 50.00'1L(P&A r I I r w I I 1'K NAIL AND CLARY ELEVATION DISK I I 8.53 8.5450,00 (PdCA) I N892512 I: I i I IN ASPHALT PARKING1 LOT $00.08' -a-- CONC SWK CONC SWK 8.11 8.57 8.40 8.29 .07lalix- .06 �'4, CONIC SWK 7:96 300.08 8.06 8.2 8.� C 8.34 8.18 8.02 8.12 8.09 8.09 CONIC SWK ONC DRIVE 8.10 8.08 OHO CONIC DRIVE CONIC DRIVE CONIC SWK CONIC DRIVE CONC SIMC OHu OHu OHU 8 OHU OHU4--OHU 8'32 u 8.30 OHu OHU 8.1 o u 7 99 CONIC DRIVE ❑ 7.96 8.16 8.3 OHU- OHU HU OHU- OHU OHU OHU 8.09 OHU OHU�0HU-[1HU-0HU-HU-UHU '- 2.0' CONC CURB 2.0' CONIC CURB : : j; j' 7.1:19 . TOP�.92 ClL=7 0 I : 7:Y S t7 7.73 IASED ON NORTHERLtRIDA W LINE OF ATLANTIC BOULEVARD COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN T. INFO =INFORMATION ' A BOUNDARY SUR IT IS A TOPOGRAPHIC SURVEY FOR 4SSOCIA7S FILE N0. -3059, SS -3060, SS -3061. :ATED EXCEPT ASS lVVN. )VEMENTS/ STRUCTU S SITUATED ABOVE GROUND. BELOW :S, IF ANY, ARE NO HOWN OR LOCATED. E BASED UPON NO '0 AMERICAN VERTICAL DATUM 1988 A FOUND NAIL, EL ATION=8.41 (NAVD '88) -SET ON THE DF ATLANTIC BLVD, I THE K -MART PARKING LOT. ENLARGED OR REDU D FROM THE ORIGINAL. UTILIZE THE ON GROUND. 8.01) BACK OF CURB ON ASPH, CONC, ET 7.72 } = FLOW LINE 7.82) 8.$0 845 844 ASPHALT 8.77 8.44+ 8+37 GRASS ISLAND ASPHALT GRAPHIC SCALE 0 ( IN FEET ) 1 inch = 20 ft. D DR'AF"ING: GCC PARTY CHIEF: HENDERSON F B 805L ,Pg. 50-53 EP=7.38 INV=4.21 TOO* IA I I INV N=49 3 S INV =3.72 I I i, I� I ( t� INV 54 844 8,41 1.5' CONC CURB i W roNC CURB 8.421 ASPHALT i LE GEND 3'1 PVC b I I I R/W = RIGHT OF WAY ELEV = ELEVATION INFO =INFORMATION = INV INVERT ELEC =ELECTRIC PVC = POLYVINYL CHLORIDE PIPE SQ =SQUARE RCP = REINFORCED CONCRETE PIPE BFP =BACK FLOW PREVENTER C.B. = CATCH BASIN N0. =NUMBER C.I. =CURB INLET I.P. =IRON PIPE M.H.. =MANHOLE ID = IDENTIFICATION TC =TOP OF CURB C AIR CONDITIONER A = / CP = CONCRETE PAVEMENT W/ = NTH FL = FLOWLINE EP = EDGE OF PAVEMENT CONIC = CONCRETE 8.01) BACK OF CURB CLF' = CHAIN LINK FENCE 7.72 } = FLOW LINE 7.82) WBF - WOOD BOARD FENCE EDGE OF PAVEMENT FFE = FINISHED FLOOR ELEVATION (TYPICAL, UNLES NOTED BLDG = BUILDING OTHERWISE) FNC = FENCE DIA = DIAMETER v? 13GV = BELOW GROUND VAULT -X -X -X- = FENCE (SIZE,TYPE AS NOTED) FOC = FIBER OPTIC CABLE -OKu- = OVERHEAD UTILITY LINES M ss = SANITARY SEWER CAD FILE: 2014-318 TOPO.dwg CHECKED BY:(,'� } -vo 8.36 GRASS ISLAND Q I I W 7.82 I I F�1 I 7.85 I 1 i 7.95 I 6.9+ 6.2+6{6 809 8+2 INV 5W= 2.57 N 0 +6.77 00 0 �,M�� .3 373.78 RIM -6 42 04 S SS 8" PVC SS �- INV W=1.47 � 672 FOR DIRECTION ONLY _APPEARS TO NOT BE IN USE, NO MANHOLE FOUND TO THE SOUTH 6+89 191.15 UHU OHU OHU OHU--- A--OHU-X;Dy 63 6.99 7. I :pp -pp . 7.3+ i5 7.93 I M OD I R 7,2 co 6.93 7.,29 I Z Of 7.89 j ----7 7+5 I 6.92 1 7.06 I 7.04 7.62 7.59 --�---i-------------+------------- i------------ � I i I 4 I i ASPHALT i I I j I 1 I I 7.68 n 00 to to 7.98.29 i 8.22 1 L I I 8.0 I 10.3 6' WBF I I 134.3' 8,521 8.54 8.57 8.51 CONC DRIVE 8 CONC SWK 8 5 CONIC DRIVE*COLNCOHU OHU OHUOHU- BGV-FO Z �.�Q 8.29 �•1 z•�Q EP 8.05 8.42 8.83 ASPHALT 11%3 = MAILBOX CD = PROPANE TANK = LIGHT POLE ® = GUARD POST QD = STORM DRAINAGE MANHOLE QS = SANITARY SEWER MANHOLE 0 = CLEANOUT ® = SANITARY SEKR VALVE ® = WATER VALVE 3 = WATER METER El = TELEPHONE WIRING BOX -v- = INFORMATION SIGN POST lQj = UTILITY POLE = FIRE HYDRANT qO = NUMBER OF REGULAR PARKING SPACES (� = HANDICAPPED PARKING SPACE DATE: 08-10-2014 8.01 843 8.,20 8.,73 8.09 ASPHALT ATLANHC BOUUVAM (105' R/W) REVISION DATE I DRAFTER WORK ORDER NO. 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 5(E.-Ci1 ,LAT OR MAP IS NOT VALID UNLESS IT SEAK.�,Aif b".GNATLR4- AND THE ORIGINAL k..iar RAISED SEAL vF A FLORIDA L!CEN3L'9 SURVEYOR AND Y&Associates MAPPER (tSAPTER-17,_ELORID,+ ADMINISTRATIVE CODE). PROFESSIONAL SURVEYORS & P,A.APPERS �zV LB N0. 3731 3830 CROWN POINT ROAD JACKSONVILLE, FLORIDA 32257 (904) 260-2703 WWW.CLARYASSOC.COM GREGOR"Y C tY, P.S.M.CE 0. 3377 _ FILE No. SS -m3061 3'1 PVC b I I I 7.92 a I I 22.2' .02 8.13 I I z o I O I I I I I I I 796 I 7QqR� I in I 797 i 1 STORY' iACCO AND (WOOD FR4129 �' CL SSG w I FFE=8.401 N I rn 6 0o G I 1 7.95 I I I 7.83 7.09 �tiG LnI I N I32.5' 8.521�8..93' v? 78.5,", I 8.411 8.41 GONG7.82 mCOVERE� M . 49.0 0O8.27 o 83 7.90 I 8.1 n1 I I OD 2.94 8.00 8,521 8.54 8.57 8.51 CONC DRIVE 8 CONC SWK 8 5 CONIC DRIVE*COLNCOHU OHU OHUOHU- BGV-FO Z �.�Q 8.29 �•1 z•�Q EP 8.05 8.42 8.83 ASPHALT 11%3 = MAILBOX CD = PROPANE TANK = LIGHT POLE ® = GUARD POST QD = STORM DRAINAGE MANHOLE QS = SANITARY SEWER MANHOLE 0 = CLEANOUT ® = SANITARY SEKR VALVE ® = WATER VALVE 3 = WATER METER El = TELEPHONE WIRING BOX -v- = INFORMATION SIGN POST lQj = UTILITY POLE = FIRE HYDRANT qO = NUMBER OF REGULAR PARKING SPACES (� = HANDICAPPED PARKING SPACE DATE: 08-10-2014 8.01 843 8.,20 8.,73 8.09 ASPHALT ATLANHC BOUUVAM (105' R/W) REVISION DATE I DRAFTER WORK ORDER NO. 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 5(E.-Ci1 ,LAT OR MAP IS NOT VALID UNLESS IT SEAK.�,Aif b".GNATLR4- AND THE ORIGINAL k..iar RAISED SEAL vF A FLORIDA L!CEN3L'9 SURVEYOR AND Y&Associates MAPPER (tSAPTER-17,_ELORID,+ ADMINISTRATIVE CODE). PROFESSIONAL SURVEYORS & P,A.APPERS �zV LB N0. 3731 3830 CROWN POINT ROAD JACKSONVILLE, FLORIDA 32257 (904) 260-2703 WWW.CLARYASSOC.COM GREGOR"Y C tY, P.S.M.CE 0. 3377 _ FILE No. SS -m3061 GENERAL NOTES: 1. Topographic boundary survey, in topography with spot elevations, was provided by CLARY AND AS! 2. Prosser, Inc., Planners and Eni the accuracy of survey or foll IC 3. All phases of site work for this work specifications. 4.. The contractor shall be held sbl to avoid property damage to d project. 5• Warranty / Disclaimer: The de i establishedP ractices of civil e' its personnel can or do warrant cases where the Engineer ins 9 Pc basis at the site. 6° For boundary, roadway and P 9 bI it be the Contractor's responsibil ty engineeringIan a r agrees with c dimensions do not agree, the ',ai dimensions adjusted prior to coi 7.. The contractor shall notify all! iu' location of all utilities. 8. Contractor shall furnish shop dr installation for all components a construction. 9. These engineering drawings may required to complete constructloi that the construction, outside Cil current City of Atlantic Beach Si 10. The contractor shall furnish cert 11. Contractor shall verify and praite remain undisturbed. The areas remove all roots and miscella 'e< from damage during cons truc101 12. All work shall be performed in shall be followed. The Contrarti employees, and any damage to All costs associated with complyl shall be included in the CantrQa 13. All improvements shown shall be one year from date of accepfon or easement, the Contractorr 14. The Contractor shall contract it testing and soil testing in acc,n outlined in the geotechnical repo and in the utility trenches locate materials testing. 15. The Contractor shall be responsi required for the project. 16. The Contractor shall provide no water mains, which shall be to 17. These plans do not stand by th, details & materials, City of Atlai standards, listed or reference) , 18. The contractor shall n,th y C prior to starting construction. 19. All work in the right-of-way rei Contractor shall not work in the Work in the ROW shall only occc ling property lines, legal description, existing utilities, site standing physical features and existing structure locations RTES. and its associates will not be held responsible for n errors or omissions resulting from survey inaccuracies. ject shall meet or exceed the City of Atlantic Beach site responsible for and shall take all precautions necessary nt properties during the construction phases of this represented in these plans are in accordance with erin9 9 for the design functions. 9 . Neither the Engineer nor se designs or plans as constructed except t Pn the specific and controls the physical construction on a contemporary geometry information see engineering site plan. It shall verify that the building dimensions shown on the mansions shown on the architectural plan. If any act, engineer and owner shall be notified and the ncing with construction. ir companies prior to construction for verification and gs to Engineer indicating materials and manner of he project prior to purchase of materials and t show all of the City of Atlantic Beach standard details this project. It shall be the contractor's responsibility f Atlantic Beach right of way be in accordance with all and Details and Specifications. d "as-builts" , see As -Built Requirements on this sheet. 11 existing trees and natural vegetation that are to icated for construction shall be cleared and grubbed to vegetation except specific trees that shall be protected 7th the use of tree barriers. afe manner. All safety rules and guidelines of OSHA hall be solely responsible for any injuries of his ate property or persons during the course of this project. with OSHA regulations and the Florida Trench Safety Act 9 bid. !arranted by the Contractor to the Owner for a period of Iby the Owner. If the work is in the City Right -Of -Way {near warranty shall extend to the City of Atlantic Beach. an independent testing laboratory to perform materials ice with the City requirement and the recommendations This shall include density testing in all pavement areas in pavement areas, concrete testing and all other for obtaining all necessary permits and insurance than 6 inch clearance between all utilities other than Health Department permit conditions. selves. Bid documents, COAB water and sewer standards Beach standard specifications & details and any other included in the project documents. of Atlantic Beach O 247-5814 a minimum of 24 hours es Maintenance of Traffic (MOT) per FDOT index 603. )W from 7:00am to 9:00am and from 4:00pm to 7:00pm. during daylight hours. 1. Contractor shall verify existingeli tions at connection points prior to construction and notify Engineer of any discrepd'n 2. See geotechnical report for site I paration requirements. - AMEC Environment and Infrastructure, INC. dated October , 2014 3. The contractor shall coordinates' t grading and drainage construction with all other construction. 4. The Contractor shall submit shop Owings to the Engineer and the city, if required, on all materials, for review and approv prior to purchase or fabrication of any utility pipe or structure. 5. All construction and materials'sh conform with all City of Atlantic Beach standards. 6• The contractor shall stake th' st sewer system and the sanitary sewer system and shall notify the Engineer of any co„ ii li prior to installation of any pipe. 7. The existing utility facilities and tions shown on the drawings are taken from readily available information. The act u i locations of the utility facilities may vary somewhat from the locations shown and'th may be utility facilities existing that are not shown or indicated on the drawings. The htractor shall contact all agencies with utility facilities in the vicinity of the work and shal cote all underground facilities before beginning work. The contractor shall protect all y facilities and repair any damages resulting from their work in conformance with the' c act documents and specifications and relocate if required at no cost to the owne 8° All underground utilities shall be talled prior to preparation of subgrade for pavement. 9. Pavement subgrade shall have', al nsuitable material removed to a depth of 3.0 feet below subgrade and 2.5 feet beyondi bi of curb. Backfill with suitable material per the geotechnical report. 10. Any unsuitable material encounte shall be removed from the site. The contractor shall be responsible for the removal o II unsuitable material and replacement with structural fill. Excess suitable fill material 11 be moved to Owner specified location. See geotechnical report. 11. The contractor shall be responsit for all subgrade, limerock and asphalt testing as required by the project specificat S. 12. One row of sod shall be installei along all edges of pavement. All disturbed areas shall receive sod. **See landscape p1l s for other requirements. 13. Stormwater Collection System 'lie is based on the 5 -year return frequency storm (Rational Method). 14. All RCP pipe shall meet the req ments of ASTM C-76 and shall be Class III, Wall B. 15. All labeled pipe lengths are app imate and measured to the center of structure or mitered and section. Actual len s may vary and no added compensation will be made for variations 16. The contractor shall provide a q lified soils laboratory representative on site during excavating to determine the suit lity of the existing sub -grade and existing on-site material prior to beginning any ng operation. 17. Contractor shall take all availabl recautions to control dust. Contractor shall control dust by sprinkling, or by other mth s as directed by Engineer at no additional cost to the owner. 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 an compacted p d 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 Standards 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 (ASTIR 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 cleared 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 tests 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): 19. The contractor shall coordinate all water main flushing with COAG Utility Department. Flushing and disinfection procedures shall comply with AWWA C-651 for main disinfection. 20. Upon completion of water main flushing, bacteriological samples shall be taken. Samples shall be taken for 2 consecutive days. 21. Sample points for bacteriological sampling shall be located as follows: 1. Every 1000 feet and/or every dead end on a water main. 2. Point of tie-in to existing water system. 3. Water main stubs more than 40 feet in length. 22. Fire hydrants shall meet COAB standards. 23. New or relocated, underground water mains included in this project shall be laid to provide a horizontal distance of at least three feet between the outside of the water main and the outside of any existing or proposed vacuum - type sanitary sewer, storm sewer, stormwater force main or pipeline conveying reclaimed water regulated under Part III of Chapter 62- 610 , F.A.C.; a horizontal distance of at least six feet between the outside of the water main and the outside of any existing or proposed gravity -type sanitary sewer (or a horizontal distance of at least three feet between the outside of the water main and the outside of any existing or 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 outside of the water main and the outside of any existing or proposed pressure-type sanitary sewer, wastewater force main, or pipeline conveying reclaimed water not regulated under Part iII of Chapter 62-610, F.A.C.; and a horizontal distance of at least ten feet between the outside of the water main and all parts of any existing or proposed "on-site sewage treatment and disposal system." [FAC 62-555.314(1); exceptions allowed under FAC 62-555.314(5)] 24. New or relocated, underground water mains that are included in this project and that will cross any existing or proposed gravity- or vacuum -type sanitary sewer or storm sewer shall 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 that are included in this project and that will cross any existing or proposed pressure-type sanitary sewer, wastewater or stormwater force main, or pipeline conveying reclaimed water 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)] 25. At the utility crossings described in Part II.C.1.w, above, one full length of water pipe shall be centered above or below the other pipelines so the water main joints will be as for as possible from the other pipeline or the pipes will be arranged so that all water main joints are at least three feet from all joints in vacuum -type sanitary sewers, storm sewers, stormwater force mains, or pipelines conveying reclaimed water regulated under Part III of Chapter 62-610, F.A.C., and at least six feet from all joints in gravity- or pressure-type sanitary sewers, wastewater force mains, or pipelines conveying reclaimed water not regulated under Part III of Chapter 62-610, F.A.C. [FAC 62-555.314(2); exceptions allowed under FAG 62-555.314(5)] 26• When a water main crosses a storm drainage line, a minimum of 18" vertical separation shall be required. 27. All water and sewer construction shall be accomplished by an underground utility contractor licensed under the provisions of Chapter 489 Florida Statutes. 28. All water mains shall terminate approximately 5 feet outside the building unless otherwise noted. The end of these service lines shall be tightly plugged or capped and marked until such time as connection is made inside the building. 29. The contractor shall make application to utility company for the project water meter and shall pay for all meter fees. 30. The contractor shall be responsible to provide mitigating construction measures in all cases where a minimum of 18 inches of vertical clearance between water and sewer (including storm line i ( 9 ) s s notP ossible. 31. The contractor shall be responsible for providing water for construction use during entire 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. 34. If solvent contamination is found in the pipe trench, work shall be stopped and the proper authorities notified. With approval of the permitting agency, ductile iron 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 beyond any solvent noted. Any contaminated soil that is excavated shall be placed on an impermeable mat and covered with a waterproof covering. The proper authorities shall be notified and the contaminated soil held for proper disposal. 35. All backflow preventers shall be in accordance with COAB cross connection program. Backflow preventers must be tested after installation by a certified tester and annually thereafter. COAB contact: Bill Pound ® 665-5787. Backflow preventers on fire lines or backflow preventers on fire lines or combinations fire/potable mains shall have freeze protection. SANITARY SEWER NOTES: 1. The contractor shall obtain all permits required to complete the construction. 2. Contractor shall coordinate the construction of sewer facilities with all other construction. 3. Contractor shall furnish shop drawings to the Engineer for approval before ordering materials and beginning construction. 4. All gravity sewer construction shall conform to the latest COAB standards and specifications. 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 withe th contract documents and specifications and relocate. if required at no cost to the owner. 6. The contractor shall stake k the sanitarysystem and the sewer y storm sewer system and shall notify the Engineer of any conflicts prior to installation of any pipe. 7. Manholes shall be in conformance with COAB Standards. 8. Type B bedding shall be used for this project unless indicated otherwise on the drawings. 9. Backfilling shall be made with clean backfill which shall be thoroughly compacted in 6" lifts. Compaction shall be a minimum of 95% max density at +/- 2% of the modified proctor optimum moisture content. 10. Unsuitable materials under sewer pipe shall be removed to a depth of 18" below the bottom of pipe and replaced with selected backfill properly compacted in 6" lifts. 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 D1557) have been achieved. 11. All sewer construction shall be accomplished by an underground utility contractor licensed under Chapter 489 F.S. 12. All pipe lengths are horizontal distances and are approximate. 13. All sanitary sewer laterals shall terminate approximately :5 feet outside the building at a minimum depth of 3' below grade unless otherwise noted. The end of these service lines shall be tightly plugged or capped and marked until such time as connection is made inside the building. 14. The Contractor shall perform a television inspection of the sewer system. Two full reports, including video tape, shall indicate conditions of the pipe, location, type of pipe, diameter, location of services, type of joint, distance between manholes and any irregularities in the pipeline. The television inspection shall include a deflection test with a 5% mandrel. The sewer lines shall be lomped as part of the final inspection. 15. The Contractor shall coordinate the location, size and invert elevations of sanitary sewer services with the approved plumbing plans for the building. 16. Contractor shall provide to the Engineer, a schedule of invert elevations of all sanitary manholes prior to the placement of the limerock base course. This schedule shall be provided by the registered land surveyor submitting the "as -built" drawings for this project. 17. All sewer mains shall be PVC (ASTM -3034) SDR -35 for depths to 12 feet, SDR -26 for depths 12 feet or deeper, or in easements unless otherwise noted. 18. Gravity sanitary sewer shall be low pressure air tested for leakage. Maximum allowable leakage rate is 50 gpd per inch of diameter per mile. ASTM C-828-86 or C-924. 19. All gravity sewers installed under this project shall be tested for leakage by the contractor to demonstrate that: 1) the leakage exfiltration or infiltration does not exceed 200 gallons per inch of pipe diameter per mile per day for any section of the system; 2) Exfiltration 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 clay pipe, ASTM F-1417 for plastic pipe, and for other materials appropriate test procedure described in ASTM C-828 for clay pipe, ASTM F- 1417 for plastic pipe, and for other materials appropriate text procedures are used per RSWF 33.93 33.94 and 33.95. AS -BUILT REQUIREMENTS Contractor shall provide complete as -built information to the Engineer in accordance with the following requirements: 1. As -built drawings shall be prepared in AutoCAD format by a registered land surveyor. One set of signed and sealed prints and a set of computer disks containing project AutoCAD files and PDF's of the prints shall be submitted to the Engineer for review and approval. Additional signed and sealed prints shall be provided to the Engineer as requested. 2. As -built drawings shall be in accordance with all authorities having jurisdiction. Contractor shall coordinate as -built submittals and approvals with jurisdictional agencies unless otherwise directed by the Engineer. 3. Provide building locations, finish floor elevations, pavement grades and all underground facilities. 4° Provide perimeter dimensions of 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. 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.com Florida Certificate of Authorization Number: 00004050 DATE : JULY, 2015 pRojECT No. ; 114001.01 DE81(V*3) BY : J 8 D DRAWN By: DPT SCALE : AS NOTED No. Date RevWw IZ: . = i=t GENERAL NOTES G C1.0 0.62576 .0 p _ 8 H E E T FND 1/2' REBAR NO ID W W� �fy Wto Z l�/ m �h 0 0 O z w J L% w z it J w 49.72' (A) 50' (P) ON I N89'24'46"E I I I I I I I I I 780 I I I I I I i I 781 STURDIVANT A�,ENUE X50' R/W) IASPHALT-, 50' (P) N 2178444.4476 E 528844.7312 CONCRETE PARKING AREA R/W = RIGHT OF WAY Q Q v zo of coo O0) N 4 801 CONC = c, IV - 100.00'I (P&A) 1 N89'25'12"E 1 100.00' CONC WALK CONC DRIVE OHU— OHU S8974'20"W 11.2;SET 1/2" IP 50.00' (P&A) 49.73' (A) "CLARY IP ASSOC" 50' (P) F _ "DURDEN LB 1048" 0.03 W Q 0.25' N culiB W 0m CONC CURI3 0.1' W CONC 0.7' W = -CONC �— — — 0. 4' CLF T W 0.5' W I ' o I 4~ b" a a. a� I a in m 0 1 I I I I 784 1 785 I � I I I I I I I CONC r0.V W 1 ON UI N89'25'1YE I 50.00' (P&A' CONC DRIVE cffx N89'24'46"E 50.00' (P&A) I I I N I Q I U O ¢� I .60 I � I v� J) I Lo - 786a I 787 8 >zCD 03 LqI i v7 I W V I I I N 89125'12'E 4't 50.00' (P&A) CONC DRIVE 0HU N 2178245.0801 A T L A N Ti I C BOULEVARD E 528896.4705 (11 05' R/W) 20 JOB No. 2014-316 DRAFTING: MJC -PARTY CHIEF: HENDERSON F.B. 8051. ,Pg. 50-53 CAD FILE: 2014-316.DWG Q a LO rn b of FND 1/2' IR NO ID 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 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 F = WATER METER 0 = TELEPHONE PEDESTAL gyp, = POWER POLE = FOUND 1/2" IRON PIPE - NO ID (UNLESS NOTED OTHERWISE) 0 = SET 1/2" IRON PIPE "CLARY ASSOC" 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 "LONE, 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. 6. SITE SHOWN HEREON CONTAINS 9,968 SQUARE FEET (0.229 ACRES). FIRST AMERICAN TITLE INSURANCE COMPANY FILE NUMBER 2080-3202185 EFFECTIVE DATE: JULY 10, 2014 SCHEDULE B — SEC11ON 2 EXCEPTION RECORDED DESCRIPTION COMMENTS NUMBER DOCUMENT 9 DEED BOOK 827, PAGE 90 RESTRICTIVE AGREEMENT BLANKETS SITE, 5' PERPETUAL EASEMENT ON LOT 784 SHOWN 10 O.R.B. 3472, PG. 821 RESOLUTION REMOVES 5' PERPETUAL EASEMENT FROM LOTS 785 & 802 12 PLAT BOOK 10, PAGE 8 MATTERS SHOWN ON RECORDED PLAT BLANKET SITE 11-03-14 IJRS /A IREVISED TO SHOW ACREAGE, NO FIELD WORK THIS DATE. GRAPHIC SCALE REVISION DATE IDRAFTER IWORKORDER NO. I REASON FOR REVISION THIS MAP OR SURVEY MEETS THE MINIMUM TECHNICAL 10 20 40 80 STANDARDS SET FORTH BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES, IN CHAPTER 5J-171 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION AND S7, FLORIDA STATUTES, UNLESS OTHERWISE SHOWN13830 Clar AND STATED HEREON. IN FEET THIS DRAVANG, SK�TCR,: LUff OF Mtl IS NOT VALID QQ�_ � l ) UNLESS IT BEARS 7VEF,SIGNAT"JRFs AF,'!i TH;E ORIGINAL OC.HSSOCiateS 1 inch = 20 ft. RAISED SEAL -OF .A 5aR 0A LICENSFD Sn',EYOR ANDFE S(ONAL SURVEYORS & MAPPERS MA PP (CHAP SJ -17, FLORIDA ADMINISTRATIVE CODE)._S } LB NO. 3731 CROWN POINT ROAD JACKSONVILLE, FLORIDA 32257 { (904) 260-2703 WWW.CLARYASSOC.COM CHECKED BY: KTTv DATE: 8-14-14 GREGOR y!' '.5. -E!_J 3377 FILE No.SS-�59 N I O 0 M I 0 N 6 z Li J LL S89'24'20"V 49.73' (A) 50' (P) w , R Q L a N 't rn V rn _N89'24'46"E w� N d- 0 784 783 0)o O aj o m STURDIVANT' AVENUE (50' R/W) SET 1/2" IP 50.00 (P&A) 1 "CLARY IPASSOC" FND"DURDEN LB 1048" 0.03 W 0.25' N tC va rn 8 o rn� U) 50 (P) 49.87' (A) 4' CLF Q 0.5' W to If in Igo Ian 4 I UO v }Z�� M w 0 i U_ �rn� I� I( ' IW (n 785 I I I I W I M I I $ I N i 4' CLF - ON UNE UNE N89.25'12"E 50.00' 4' CLF 0.3' N -OM 5' PURPETUAIL I EASEMENT D.B. 827, PG. 90 i I I 0 I � I ba i g6C "n m I 6 PLASTIC- AC PAD 786 I I 99.85' (A) 30W (P) ill SFS. S 4l,?�Y ey c F A0% �qRr SS`3 39 1 AND 2 STORY BLOCK AND STUCCO BUILDING N IeA to R/W = SEGO CON P.B. = 12 IP = 4' CLF STORY STUCCO IAND WOOD FRAMEo C, R 0.4' S g :Z 0.' E 6' VINYL OHU = OVERHEAD UTILITY FENCE 0.6' E 2 ! I GATE WBF = WOOD BOARD FENCE 6.7' N 6' WBF v.. P = GATE to o 11'f 0!o 7.4' 6' VINYL CE 30.4' NO ID CONC CONC WALK p�J DRIVE )t COVERED WALKWAY WALK BELOW os E I 787 CONC 3 3o 788o I 3.0'] a O N 2 U O q 1 BUILDING CORNER-" 3.9' SOUTH ATLANTIC BOULEVARD I (105' R/W)I JOB No. 2014-317 DRAFTING: MJC PARTY CHIEF: HENDERSON F.B. 8C�15L ,Pg. 50-53 789 I I N89'25'1 'E r 300.08' 300' (P) BUILDING CORNER 3.7' SOUTH 20 CAD FILE: 2014- 317.DWG FND 1/2" IP "LB 3672" FND X -CUT Map Showing 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. = 12 IP = IRON PIPE STORY STUCCO IAND WOOD FRAMEo C, YL 6'CE CLF = g :Z 0.' E CONCRETE OHU = OVERHEAD UTILITY CD 2 ! I GATE WBF = WOOD BOARD FENCE i BACKFLOW PREVENTER A = N89'25'12"E 2.3' P = 1.9' 50.00' (P&A) o 11'f 30.4' 7.4' FND 1/2" IR 30.4' NO ID CONC CONC WALK p�J DRIVE )t BUILDING CORNER-" 3.9' SOUTH ATLANTIC BOULEVARD I (105' R/W)I JOB No. 2014-317 DRAFTING: MJC PARTY CHIEF: HENDERSON F.B. 8C�15L ,Pg. 50-53 789 I I N89'25'1 'E r 300.08' 300' (P) BUILDING CORNER 3.7' SOUTH 20 CAD FILE: 2014- 317.DWG FND 1/2" IP "LB 3672" FND X -CUT Map Showing 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 a = WATER METER p = TELEPHONE PEDESTAL = POWER POLE = FOUND 1/2" IRON PIPE - NO ID (UNLESS NOTED OTHERWISE) 0 = SET 1/2" IRON PIPE "CLARY ASSOC" [1030] = 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, 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. 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 RECORDED DESCRIPTION COMMENTS NUMBER DOCUMENT 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 O.R.B. 3472, PG. 821 RESOLUTION IDOES NOT AFFECT GRAPHIC SCALE 10 20 40 ( IN FEET ) 1 inch = 20 ft. CHECKED BY:Q(� MN) 80 DATE: 8-14-14