Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
#1-GATE CIVIL PLANS-1st Submittal
^ h ya co ;f y It 3 S r 3 4 2 3 l.. 'c r a E r fff- �rn E s ,���Q�ItIC�Ct'Cltl x P TR U MR a Aff MR AF in VU V co (C.0 AIM A& A �I � LANNkNT L3 ' A mm`& � # & 72=mA0% 100 V wHE b U 'mmkL11 AwD 170-ow Am' La ak 4"' b4l N I U b w —4 ZLMM bo A A UV FAN 5 0:1 , A ANTIC BLVD RE# 170678 ........... tz .......... Uj AtlanticBlvd CL V rte" Y ,r F�AOJECT l ..... ,... 4 s K f ry X 3 t L.0, Y ............ k Seagate Ave ', - g, KC14 p G Ve .144 e��y�,�,� .' ` _f x# y —r o .< ILA Beach Blvd Ca 0 CD ars .� N %Vff I C IN'I TYA' MA A P N NTS O CP% '° s r— TU O H A W I NES IN'[N)E)(ffPROSSER U o COVER SHEET a Community- Management- Energy- Relationships SURVEY o C1.0 GENERAL NOTES 4- C2.0 EXIST. CONDITIONS/DEMOLITION PLAN j 13901 Sutton Park ®rive South, Suite 200 C3.0 SITE LAYOUT PLAN C4.0 PAVING, GRADING AND DRAINAGE PLAN z C5.0 UTILITY PLAN w Jacksonville Florida 32224-0229 r C6.1—C6.2 GRADING AND DRAINAGE DETAILS C7.1-C7.11 UTILITY DETAILS U C8.0 EROSION AND SEDIMENT CONTROL DETAILS ry p•904.739.3b55 f®904.730.3413 e-Info a@prorArhallo&com C9.0 STORMWATER POLLUTION PREVENTION PLAN o C10.0 STORMWATER POLLUTION PREVENTION PLAN 0 , . —CONTRACTORS CERTIFICATION w Fla. Certificate of Authorazat�on No.: O�0 O5O NOT A PROSSER WORK PRODUCT L-1 LANDSCAPE PLAN w IR-1 IRRIGATION PLAN E M PHOTOMETRIC PLAN C" cis � 0— ISSUED: OCTOBER 12, 2015 z ENGINEER OF RECORD: Q J ...... t,. A Q �� ry�, i,,i�0 NO. Date Revision 4 Name:J. Bradford a .•••' CPI 'EL#62576 LU \, "{c' '� 1 10-12-15 CITY OF ATLANTIC BEACH U _ NO.62576 t Si nature: ATE Date: 'O .� - ST fs o j> . EUl- `" 0 L M %JT M IVE I I F= %J I A I I N W MINOR tiMUMTOMOT1 E ERVICE Ic CH smomb, 5 L N111C k3L D wt�: 17 vt% 8 0000 Prosser No. 114001.01 ,t19q U4ALU• a. Map Sh 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 STURDIVANT AVENUE (50, R/W) ASPHALT ASPHALT O CONC FLUME J CB �yG Q CB CONC DRIVE FND 1/2- IP CONC DRIVE 349.(85' -o- CONC DRIVE S89'24'20~W 0.67' s DHU Emr " 2.6nwi 16.0' 9.0 49.5 FND 1/2" IP S'LY R LINE S89'24 20 W 7.5 q,}.g• 11.3 S 55.0' 9.1 25.8' 39.2' AL21 FND 1/2' REBAR 50.28' (A) 49.73' (A) 21.2 13.0' 15.9 ® O I ASPHALT O 2 0' I 150.18' (IP TO IP) ONG I 1.4' S "� 3672" NO ID 49.72' (A) 0.2 P 50' (P) ET 1 2" IP 50.00' (P&A) �I 6'WBF GATE ( ) / CONC TRgNSFORMER PAD-,\EI — 1J J o 1 50' (P) CLAY ASSOC" o = = D 1/2' IP 'o^i 1 D AREA R c I c DURDEN LB 1048" I 10' EASEMENT FOR 1 0.03' W I DRAINAGE & UTILITIES I 0.25' N I CONC A/C PAD 6' F O.R.B. 4513, PG. 364 J�J I O [48.1] 59.8' 1 (D 1 GRASS = 1 in DLJ VERHANG I 1 n ONC CONC �-- I I ON I C ON I I J 1[100.8'] 0 I I CONC A/C PAD 1 1412' IBERGLASS A/C PAD I 3: ASPHALT I CONC.A/C PAD I PLASTIC A/C PAD i I 1 a 404 807 1 808 Z I 809 W to v -� I�� 1 804 I 805 I 806 I w 1 *00.8 800 801 ff 0 a 8 2 0 0 803 I I 0 I �, � rn I 1 AND 2 STORY BLOCK I I I I W iV = I I AND STUCCO BUILDING I w 1 ASPHALT r QI 1 I I 1 1 BE CONC BLOCK WALL I a CO W 14.5' I n N �0 — — 98J8' — — — — — LLLL 04- CLF.3' T. 44.3, �'3� SECOND STORY COVERED WALKWAY, COVERED CONC WALK BELOW --r _ — - - - - - - M 6.7' - - - - - - 2.9' - - 1 0 } N89'24'46"E 100.00'I(P&A) N89'24'46"E 49.87 (A) N89'2f 46 E 4' CLF - 50' (P) 0.5- 50.00' (PdcA) 0.4' S �I I I I 1 o I ASPHALT U® 1 C4 W C I I i I N I FENCE` � I � i. I I I 66j I I a }� O I 1 �3a Zv I 1 I I Q 1 0.8' E w� 3 �~� 9' S W I � VI _ I I I I o 6.7' I ��ijn 1 1 g 'N 1 i 1 I �a� 6' WBF, s' WBF I I Ei cv I I a O I I u)W m _ -- �n • 34.3 1 ao Itz _ I M Ul I GATE F I o 1 1 1 I I 1 2 .r I 1 I >�, a l C)o I I ASPHALT 1 1 U p 1 FENCE" °' 14 I 1 a Z Q O I 0.6' E I ASPHALT I 1 / I Mo I O 1 1mJ Ado l 1 i I J�J 1 i I i uI I A' �• i U_ a r i' I Z. 1 1 / I I 1 796 1 797 798 1 1 I I 00 cl a I 787 cONc 80 788 I 789 790 1 91 I 79 i 793 I 7 4 1 79 1 I 799 �°ti� 780 ( 781 I 782 I 783 0) 0 784 I � 785 $ 786 0 z coNc 1 0 1 I 16 I I 1 -) I 1 STORY D UCCO FRAM 1 °' b, AND WOOD FRAMC I I I N � I W �� mw� 1 f I I D I 1 I 1 11l otic 1 I o I J I I I I �- I I z 1 i i i I o I �� I I 1 [1.9cn '] q� 1 I w 1 1 J W i 32.5' 1. 1 1 ANSD Woo FRAME I 1 I I \ I 1 1 io 3 ' I 1 I I 1 FENCES I OJJ I I I I I �� 1 COVERED of 0.8' E I I I 1 1 I 1 I I 49.0 GATE I I CONC _ CURB I I I ASPHALT o te I ASPHALT 1 SIGN 1 I I 1 1 O u� I N89'25'12"E 2.3' I I I 1 189.7' N89'25'12"E 100.00' (P&A) N89-25-12"E 50.00' P&A 50.00' P&A 7.4' 9 N LY R/W UNE FND 1/2' IR N89'25'12"E GRASS 300'08' (A) ® � 300' (P) NO CONC WALK CONC WALK CONC DRIVE CONC WALK CONC DRIVE CONC WALK CONC DRIVE GONG WALK ��J CONC DRIVE❑HU UHU OHU HU ❑HU OHU OHU OHU BGV-FO OHU OHU OHU U OHU OHU DHU ❑HU ❑HU 2' CONC CURB a ASPHALT ASPHALT c ATLANTIC BOULEVARD (105' R/W) LEGEND GRAPHIC SCALE FIRST AMERICAN TITLE INSURANCE COMPANY _ RIGHT OF FILE NUMBER 2080-3202172 P.B. = PLAT BOOK AY 20 0 10 20 40 80 EFFECTIVE DATE: JULY 10, 2014 IP = IRON PIPE SCHEDULE B — SECTION 2 IR = IRON ROD CLF = CHAIN LINK FENCE CONC = CONCRETE ( IN FEET ) EXCEPTION RECORDED DESCRIPTION COMMENTS GENERAL NOTES OHU = OVERHEAD UTILITY 1 inch = 20 ft. NUMBER DOCUMENT FND = FOUND 1. BEARINGS SHOWN HEREON ARE BASED ON NORTHERLY R/W LINE OF WBF = WOOD BOARD FENCE 9 DEED BOOK 827, PAGE 90 RESTRICTIVE AGREEMENT DOES NOT AFFECT ATLANTIC BOULEVARD AS N89'25'12"E PER 'STATE PLANE COORDINATE SYSTEM, BFP = BACKFLOW PREVENTER BLANKETS LOTS 789, 790, 793, 794, 798, 803, FLORIDA EAST ZONE, NORTH AMERICAN DATUM 1983/1990 NGS ADJUSTMENT. BGV = BELOW GROUND VAULT 805, 807, 808 & 809; 5' PERPETUAL EASEMENT FOC = FIBER OPTIC CABLE ON LOTS 789, 790, 793, 794, 798, 808 & 809 2. INTERIOR IMPROVEMENTS NOT LOCATED EXCEPT AS SHOWN. CB = CATCH BASIN SHOWN HEREON A = ACTUAL 10 O.R.B. 3472, PG. 821 RESOLUTION REMOVES 5' PERPETUAL EASEMENT 3. THIS SURVEY ONLY SHOWS IMPROVEMENT'S/STRUCTURES SITUATED ABOVE P = PLAT GROUND. BELOW GROUND IMPROVEMENTS/SfIRUCTURES, IF ANY, ARE NOT is = MAILBOX FROM LOTS 803, 805 & 807 SHOWN OR LOCATED. ® = GUARD POST 11 O.R.B. 4513, PG. 364 EASEMENT FOR DRAINAGE AND UTILITIES SHOWN ON LOTS 805 & 806 „ „ �Q[ = LIGHT POLE 13 PLAT BOOK 10, PAGE 8 MATTERS SHOWN ON RECORDED PLAT BLANKETS SITE 4. THE LANDS SHOWN HEREON LIE WITHIN ZONE X (AREA DETERMINED TO BE = SANITARY SEWER MANHOLE 14 O.R.B. 13362, PG. 1476 ASSIGNMENT BLANKETS SITE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN), AS SHOWN ON FLOOD [103.8'] = PERPENDICULAR BUILDING TIE INSURANCE RATE MAP 0409H, COMMUNITY NO. 120075 DATED JUNE 3, 2013. p = NUMBER OF REGULAR PARKING SPACES HOWEVER, THE FLOOD INSURANCE RATE MAPS ARE SUBJECT TO CHANGE. T1-o3-14 JRs N/A REVISED TO SHOW ACREAGE, NO FIELD WORK THIS DATE. = HANDICAP PARKING SPACE REUSION DATE DRAFTER WORK ORDER NO. REASON FOR REVISION 5. THIS DRAWING MAY HAVE BEEN ENLARGED OR REDUCED FROM THE ORIGINAL. �= SIGN - r ® = CLEAN OUT THIS MAP OR SURVEY MEETS THE MINIMUM TECHNICAL UTILIZE THE GRAPHIC SCALE AS SHOWN. m = PROPANE TANK STANDARDS SET FORTH BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. IN CHAPTER 5J-17, 6. SITE SHOWN HEREON CONTAINS 64,974 SQUARE FEET (1.492 ACRES). = WATER VALVE COVER ANT TO SECTION EM3 = WATER METER FLORIDA ADMINISTRATIVE STATUTES,CODE. OTHERWISE SHOWN h a = TELEPHONE PEDESTAL AND STATED HEREON. = POWER POLE THIS DRAWING SKETCH SKE,1'CN PLAT OR MAP IS NOT YAUD V1 IT a RS 714,1 UNLESS "'�ICNATURE AND THE ORIGINAL Clary"Associates �( = FOUND X—CUT RAISED,$EAI -A Q&LICENSED SURVEYOR AND - r COD - _ p � — FOUND 1/2 IRON PIPE NO ID MAPPEf(`�t�PTEf. .,a--TT,��l�i?IDA ADMINISTRATIVE E). PROFESS/OVAL SURVEYORS�MAPPERS Z (UNLESS NOTED OTHERWISE) J 0 = SET 1/2" IRON PIPE "CLARY ASSOC" __ _ LB No. 3731 L�.. 3830 CROWN POINT ROAD ; JACKSONVILLE, FLORIDA 32257 (904) 260-2703 WWW.CLARYASSOC.COM DATE: 8-14-14 GR (a0 ly P.S. —GE 77 JOB No. 2014-315 DRAFTING: MJC PARTY CHIEF: HENDERSON F.B. 805L ,Pg. 50-53 CAD FILE: 2014-315.DWG CHECKED BY: � .___ FILE No.Ss-3081 I , Ji 1 _ MapShowing 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. S TU R D I VA N T A VE N E FOR: GATE PETROLEUM COMPANY 50' R/W) ROGERS TOWERS PA FIRST AMERICAN TITLE INSURANCE COMPANY \-ASPHALT GRFA PALMS, LLC o c 2.6 VLY R LINE FND 1/2" REBAR 49.72' (A) 50.26' (A) S89 4'20'W 11.2' ++ 50.00' (P&A) No l0 50' (P) j —� , ISET 1/2 IP R/WLEG END GHT OF WAY 50' (P) 49 73 (A) "CLARY ASSOC" i 0' (P) �' FND 1/2" IP N 2178444.4476 _ "DURDEN LB 1048" I P.B. = PLAT BOOK E 528844.7312 0.03 W IP = IRON PIPE Q 0.25' N IR = IRON ROD CLF = CHAIN LINK FENCE CONC = CONCRETE OHU = OVERHEAD UTILITY 00.2' w cuRe I WBF = WOOD BOARD FENCE .2' BFP = BACKFLOW PREVENTER A = ACTUAL CONCRETE PARKING AREA I = WATER VALVE COVER = WATER METER c I Ill = TELEPHONE PEDESTAL Orn o �. a I � = POWER POLE 800 801 ^� 03 8 2 0� rno 803 I 804 0 = FOUND 1/2" IRON PIPE — NO ID a of of o I (UNLESS NOTED OTHERWISE) CONC CURB 0 = SET 1/2" IRON PIPE "CLARY ASSOC" ' I 0.1' W Sc I SFF SU I R >- GENERAL NOTES F/� e)' 1. BEARINGS SHOWN HEREON ARE BASED ON NORTHERLY R/W LINE OF o�w I F N c�gRy ATLANTIC BOULEVARD AS N89'25'12"E PER STATE PLANE COORDINATE SYSTEM, W N I SSS. SSo FLORIDA EAST ZONE, NORTH AMERICAN DATUM 1983/1990 NGS ADJUSTMENT. S W^ I c/qhs 2. INTERIOR IMPROVEMENTS NOT LOCATED EXCEPT AS SHOWN. 3 z I 3. THIS SURVEY ONLY SHOWS IMPROVEMENTS/STRUCTURES SITUATED ABOVE �— 3z1 / GROUND. BELOW GROUND IMPROVEMENTS/STRUCTURES, IF ANY, ARE NOT R 4' CLF N89'24 46 E SHOWN OR LOCATED. — — — — — — — — — r N89'24'46"E 100.00' (P&A) cONc 50.00' (P&A) w 08.05." .T W 4' CLF 0.5'—w— I 4. THE LANDS SHOWN HEREON LIE WITHIN ZONE "X" (AREA DETERMINED TO BE WO I II I I OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN), AS SHOWN ON FLOOD 0 INSURANCE RATE MAP 0409H, COMMUNITY NO. 120075 DATED JUNE 3, 2013. Z v I I i I i HOWEVER, THE FLOOD INSURANCE RATE MAPS ARE SUBJECT TO CHANGE. Q. o CL I 5. THIS DRAWING MAY HAVE BEEN ENLARGED OR REDUCED FROM THE ORIGINAL. w N I I UTILIZE THE GRAPHIC SCALE AS SHOWN. m I N I Q o I I 6. SITE SHOWN HEREON CONTAINS 9,968 SQUARE FEET (0.229 ACRES). LO 01 b I I i i Icn I I I I in W .. M vl 780 I 781 I 782 1783 a -' 784 I 785 M n' 786 N I 787 788 FIRST AMERICAN TITLE INSURANCE COMPANY Z U 8 o z FILE NUMBER 2080-3202185 _0 C `� ' I EFFECTIVE DATE: JULY 10, 2014 a. 0) v Q- i �' ,m i SCHEDULE B — SECTION 2 I' I 0 (n3 EXCEPTION RECORDED DESCRIPTION COMMENTS w I M NUMBER DOCUMENT N I M 9 DEED BOOK 827, PAGE 90 RESTRICTIVE AGREEMENT BLANKETS SITE, 5' PERPETUAL o EASEMENT ON LOT 784 SHOWN Z 10 O.R.B. 3472, PG. 821 RESOLUTION REMOVES 5' PERPETUAL a I EASEMENT FROM LOTS 785 & 802 12 PLAT BOOK 10, PAGE 8 MATTERS SHOWN ON RECORDED PLAT BLANKET SITE CONC I 4' CLF I i I I 0.5 W I ON LINE N89'25'12"E 100.00' (P&A) Z N89'25'lrE 50.00' P&A N89 25'12"E N LY R/W LINE y 4't 50.00' (P&A) FND 1/2" IR NO ID CONC WALK CONC DRIVE CONC DRIVE CONC WA CONC DRIVE OHU ❑HU ❑H ❑HU —OHU ❑HU �HU N 2178245.0801 10 ATLANTIC BOULEVARD E 528896.4705 11-03-14 JRS /A REVISED TO SHOW ACREAGE, NO FIELD WORK THIS DATE. (1 05' F /w) GRAPHIC SCALE REVISION DATE DRAFTER WORK ORDER NO. REASON FOR REVISION THIS MAP OR SURVEY MEETS THE MINIMUM TECHNICAL ( N 20 0 10 20 40 80 STANDARDS SET FORTH BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES, IN CHAPTER 5J-17, N FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION O 472.027, FLORIDA STATUTES,-UNLESS OTHERWISE SHOWN Z AND STATED t1�REg91,:'- � ,,.� Lit ( IN FEET ) THIS DRAjri ,�% s1,` �5-�'MAP IS NOT VALID Q_ � Clar J UNLESS 1711%1$ TH GNiai-P..E,AND THE ORIGINAL (X.HSSOC1ateS L�, 1 inch = 20 ft, RAISED SElL'OF A ORIDA UCEF:SED SURVEYOR AND MAPPED:( IAP > ° Mfg,F1.ORIor1 ApMINIS1RAnVE CODE). PROFESSIONAL SURVEYORS&MAPPERS LB NO. 3731 _ 3830 CROWN POINT ROAD �' " JACKSONVILLE, FLORIDA 32257 (904) 260-2703 ` WWW.CLARYASSOC.COM JOB No. 2014-316 DRAFTING: MJC PARTY CHIEF: HENDERSON F.B. 805L ,Pg. 50-53 CAD FILE: 2014-316.DWG CHECKED BY: KTtQ DATE: 8-14-14 GREGOR 3377 FILE N o.SS— 059 Map Sh 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 S TU R D I V N T AVENUE MARTHA TOWNSEND (50 FR/W) NS89'24'20"W S'LY R LINE „ 50.00' (P&A) 299.85' (A) FND 672 IP • 49.73 (A) SET 1/2 IP "LB 3x72" „ „ 300' (P) 50' (P) CLARY A SOC I FND 1/2" IP I "DURDEN LB 1048• LEGEND 0.03 W 1 0.25' N I Y P.B.B. = PAT BOOK 1 IP = IRON PIPE IR = IRON ROD CLF = CHAIN CONC = CON RETEK FENCE OHU = OVERHEAD UTILITY 1 FND = FOUND WBF = WOOD BOARD FENCE BFP = BACKFLOW PREVENTER A w a I A = ACTUAL P = PLAT w I @ = WATER VALVE COVER 00 �^ M 'T � in:� 803 804 Ea = WATER METER 801 N °'8 802 Mo °'c I SF O = TELEPHONE PEDESTAL �, = POWER POLE 1n �, �, 1 s�R (�Y = FOUND 1/2" IRON PIPE - NO ID 1 F 6y (UNLESS NOTED OTHERWISE) /<F css.RY [103.08'] = PERPENDICULAR., IRON PIPE BUILDING-CLARY ASSOC" E 1 3 Sg SSO%N9 1 �S 1 AND AND STUCCO��NG GENERAL NOTES 1 1. BEARINGS SHOWN HEREON ARE BASED ON NORTHERLY R/W LINE OF W ATLANTIC BOULEVARD AS N89'25'12"E PER STATE PLANE COORDINATE SYSTEM, 4' CLF 1 FLORIDA EAST ZONE, NORTH AMERICAN DATUM 1983/1990 NGS ADJUSTMENT. S89 4'46"W 50.00' (PdtA co SECOND STORRTYE WALK COVERED WAY — — — 2. INTERIOR IMPROVEMENTS NOT LOCATED EXCEPT AS SHOWN. N89'24 46 E 49.87 (A) — si' — — — - -I — - - - -d k - - - �— _ 1 4, CLF o -- 3. THIS S►iRVFY ONLY-SHOWS-IMPROVEMENTS;STF?UCTURES SITUATED ABOVE . 4' CLF GROUND. BELOW GROUND IMPROVEMENTS/STRUCTURES, IF ANY, ARE NOT 1 ¢ 0.5' W o.4' s �� � SHOWN OR LOCATED. 0 O.B.U 7E PGL 90 1 6' wNri EASEMENT 0o s cE < 4. THE LANDS SHOWN HEREON LIE WITHIN ZONE 'X" (AREA DETERMINED TO BE 1 <to 1 6.7' Nril Q 0 OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN), AS SHOWN ON FLOOD o > In INSURANCE RATE MAP 0409H, COMMUNITY NO. 120075 DATED JUNE 3, 2013. NJ HOWEVER, THE FLOOD INSURANCE RATE MAPS ARE SUBJECT TO CHANGE. g V 4 6' WBF y.. 1 5. THIS DRAWING MAY HAVE BEEN ENLARGED OR REDUCED FROM THE ORIGINAL. 1 o v.. o I GATE .n° UI UTILIZE THE GRAPHIC SCALE AS SHOWN. 1 �-z oo 2 I �o a; a ° I s' VINri 1 6. SITE SHOWN HEREON CONTAINS 4,997 SQUARE FEET (0.115 ACRES). pl �j N FENCE 0� 1 0.8' E inPLASTIC I i 3 00 vp^ I Li1 AC PAD I CONC Z' I FIRST AMERICAN TITLE INSURANCE COMPANY 783 N 0 784 1 u) 785 86 I 787 �� 7880 I 789 FILE NUMBER 2080-3202189 o 0 1 coNc [3.0'� I EFFECTIVE DATE: JULY 10, 2014 N °' I (17,41 1 29.6 3 IL1 SCHEDULE B - SECTION 2 1 ZN Q 1 1 1.0' 3 1 EXCEPTION RECORDED DESCRIPTION COMMENTS E I M 1 NUMBER DOCUMENT N 12 STORY STUCCO I 9 PLAT BOOK 10, PAGE 8 MATTERS SHOWN ON RECORDED PLAT BLANKET SITE 6 VINYL z I AND WOOD FRAME I w 10 DEED BOOK 827, PAGE 90 RESTRICTIVE AGREEMENT BLANKETS LOT 786, 5' PERPETUAL g 1 g zz 0.8'CE I EASEMENT SHOWN rn 1 1 11 O.R.B. 3472, PG. 821 RESOLUTION DOES NOT AFFECT 1 GATE 1 4' ctF1 9' 50.00' (p&A) 2.3' p� ON LINE J 4't 11' 1 30.4' 7 4' FND X-CUT N LY R/W UNEN89'25'12"E 50.00' (P&A) 30.4' FNDlt1/2" IR N89'25'12"E 300.08' 300' (P) CONC CONC WALK ppJ DRIVE DHu u DHU —DHU— BUILDING CORNER A: 3.7' SOUTH BUILDING CORNER 3.9' SOUTH ATLANTIC BOL_E�/A R D c 11-03-14 JRS N/A REVISED TO SHOW ACREAGE, NO FIELD WORK THIS DATE. O (105' R/ ) I REVISION DATE DRAFTER WORK ORDER NO. REASON FOR REVISION THIS MAP co M IMUM TECHNICAL STANDARDS SET,RVEY MFORTHBY THE FLOEETS THE RIDA DEPARTMENT OF GRAPHIC SCALE AGRICULTURE AND CONSUMER SERVICES, IN CHAPTER 5J-17, 0 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION (n 20 I 1I I I IIIIIIIIIIIIM80 AND S7, FLORIDA STATUTE$,UNLESS OTHERWISE SHOWN ClarysociatesAND STATED HEREQN•�,- .�"' �`Z THIS ORAWIK FE -f,411-OR\YAP IS NOT VAUD UNLESS ITW`P SICNAlQ!3E,MD,THE ORIGINAL RAISED AL'OF FLORIDA UCEN!FE9 SURVEYOR AND J ( IN FEET ) MAP R,(CHA R,.SJ717_FLORIDA ADMINISTRATIVE CODE). PROFESSIONAL SURVEYORS&MAPPERS L`' LB NO. 3731 1 inch = 20 ft. 830 CROWN POINT ROAD JACKSONVILLE, FLORIDA 32257 (904) 260-2703 WWW.CLARYASSOC.COM JOB No. 2014-317 DRAFTING: MJC PARTY CHIEF: HENDERSON F.B. 05L Pg. 50-53 CAD FILE: 2014-317.DWG CHECKED BY:L MT�j DATE: 8-14-14 T. NO. 3377 FILE No.SS-3060 Map Showing a Topographic Survey of R1*..01 LOTS 784 THROUGH 799 AND 802 THROUGH 809, INCLUSIVE, AS SHOWN ON INV SW= -2.57 THE PLAT OF SECTION NO. 1, SALTAIR, RECORDED IN PLAT BOOK 10, PAGE 8 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. - 1 FOR: GATE PETROLEUM COMPANY F*qqh INV=2.14 BENCHMARK ELEV=6.01 (NAVD88) PK NAIL AND CLARY ELEVATION DISK IN CONCRETE DRIVEWAYTOP=5.85 INV SW=3.03 I -$' STURDIVANT AVENUE N § (50' R/W) a I ASPHALT I p o� � ASPHALT o RIM=8.11 , +a` �,�{� 0 SIG 6,61 NOT IN USE I 6.¢9 6.{6 6¢5 ^`y RIM=6-83 t? +6.77 748 � 6 58 6$4 \ � RIJ=%7 BOTTOMTRU UTE=3.82 - FULL OFWATERg INV NE- -1.40 TO AT=5. INV E=0.00 MM,� I 373.78 RIA1�8:42 INV W=2.73 THROAT=5.11 � INV Wa-1.35 fd,L1, o oz� INV E-2.74 I INV-3.05 10" PVC INV S=3.04 8" PVC INV W=1.47 UNABLE TO OPEN ©--SS SS SS SS SS SS SS 6" PVC SS SS SS SS SS y6 SS S 6.33 SS 619 SS 2 SS SS EP SS SS SS SS SS 6 28 SS =6.80 SS SS SS 6.39 SS $ 6 72 SS SS SS-------0$ 6' FOR DIRECTION ONLY 6. 0 EP 6. 0 6.58 p 8.50 8.48 6.41 6{3 6.31 .29 8.38 6.2+ 6.2 °D. � c 6.11 5 6 1 6.28 FA ° �--APPEARS TO NOT BE IN USE, NO __ S 611 CONIC DRIVE (.645 CONC DRIVE 6.0 +5.9 -0- 6.46 8.63 ASPHALT �o i 6.41 .25 8.38 + MANHOLE FOUND TO THE SOUTH 6.51 8.66 6 8.88 ° 6 6.8 CONC 6.7 6 4 6 6.65 6.5 8.45 INV NE53 81 6.48 6+89 199.15 6.89 6,74 Hu- ❑Hu ❑Hu ❑Hu ❑HU �--❑Hu 7.084t,12 S89"24'20"W I 6.52 i 742 1& WB® ATE CNC FLUME s 1 S89'24 20 W � 49.85 I +6.5 �(�--❑HU ❑HU ❑HU ❑HU 7 nw 6.70 � w 7 3U10 8.88 CONC TRANSFORMER PAD 7+ X X-1 1 8.91 8.81 I ASPHALT � O3J 6.7 6.89 7.06 7127 1 6.7 6.63 49.73 (A) ELEV-8.08 x x I I RIM-6.8 I + + s�s I RIM-6.90 I X I 6.3 UMPBiER AREA I NOT 11 SE = I 6.5 v I I I ,* ,.-"�'"D z NOT F USE I 7.05 7.87 U I I 7.1+ x M x I FU OF WA R FULL WATER I ! I I 1 +7.3 L r4 _ 7 BOTTOM STRUCU =4.56 7.12 I B 0 CUTE-4 70 I I 1 7.32 I y�3 I X 6' WBF X I N 1 OSI I 1 >�j I 59.8' I n O Ow I 1 1 7 74 7.87 8.25 I r i CONC A/C PAD I = GRASS 1 o I I I I o I i 7.02 1 I EL EV=7.20 I n VERHANG 1 I ! 1 9.31 I I 6 7 8 7. 7. 7.54 pZJ 7.55 7.56 5 I 9 7. 7.83 7. 1 59 1 1 I 7.4 5 �' ONC CONC 6 1 7.37 I I c 7.2 GO I' C I I 7.34 I I 7. 4 7.73 (-0/ 7.61 7.60 7.63 ! 4 7.61 7.64 1 7.45 7.50 I 7.49 I I I141.2' I 1 7.29 .57 I ASPHALT I I CONC A/C PAD I FlBERGLASS A/C PAD 1 1 1 7.50 J1 1 ELEV=7.90 COELEV NC A/C 1 PLAELEV A7 43PAD 1 ELEV 7.85 1 I- I 6.9+ 6.2+6+6 7.59 7179 I i I CONCRETE PARKING AREA I I I I I I I 800 801 8 2 1 803 1 804 1 805 i 806 i 807 1 308 i 809 7.95 8.35 8+2 7.82 1 ASPHALT alai i+ 1 AND 2 STORY BLOCK AND STUCCO I 8F1 I I a I I I I c 1 7.85 8.0 v �.28 I I ASPHAL I I I 1 fO 1 7.95 1 I I 1 I I s < 6.8 + + 7+0 , 8.00 I I I 1 1 I I Grp 7.3 7+0 7.06 7.251 I I I I 1 7.55 7.93 1 ;q OD 712 I I 8 0) 749 8.07 7.9 1 I I I 1 CONC BLOCK WALL �11 z D1 6.93 8.04 GRASS 1 I 1 1 8.6, .29 1 1 7. 7.89 I 745 6.82 7.24 7.301 8{25 14.5 FFE-8.29 1 FFE=7.98 I 1 FFE=7.59 i 1 7.04 7.06 8.71 8.72 I 8.15 I (AT DOOR) 7,41 3 (AT DOOR) 1 i � (AT DOOR) I 7.32 7.81 8.08 1 8.22 44.3' 3, 43.9' 0.4' 7.64 98 7.82 7.59 7135 4' CLF BIKE RA I' _ 777 2ND STORY COVERED WALKWAY, COVERED CONC WALK BELOW I L d __ I_____________}--__-_-__-_-_ r____---__--_ 8.7 .75 °D------- ----------- -------------r-------------I-------------r--------- ^ t-----1 ----- x"-'X-X'-lf-Ih--X- �-'X•�.-X-' -ro -r------------ 7.5 I o-IJ ------------ .. I I I9.JU 9.37 ------ I (�" 1 9 8.25 - 7 69 192.9' .� I! I I I i I I I 4 I 7.63 1 rn I I � I 4 1 i ASPHALT 1 \ I I I I II I z ao I ^ �7 o I I I 1 '� I ',�' 7.50 I gg opo c�i I TC=7 90 I (TYPICA ) I I I I I 7.88 _ 1 -0 :6EP=7 44 I 1 1 AND 2 STORY COQUI IA I I -"TOR SHAFT .- 9. ' I I 1 t 1 1 I O3 IR ,n (TYPI L) 1 O 1 STAIRI LL I 1 I I .22 � � t a I I FFE=9.62 1 z 1 II I 6' WBF 39 , 7.48 1 t; 1 STAIR WELL i o 59 7.5 I I I I 1 7.9 8.29 I 6' WBF u I I I v I I I I 8.05 I I 1 0.3 7.9 I O� 7.05 I 8.0 7.5 .46 I / 7•�5 I I 1 I � 7.53 1 7.42 1 1 7.02 0 03 1 1 1 I 3.i PVC o 1 34.3' i I I 1 II I 1 I NO PARKING I I OBJ 1 O.B. i I i i 7.92 1 I P=6 89 I I I 7+4 1 it I I I I I I / FUlrl OF DART AND DEBRIS, I s I I 22,2' 02 1 I I I 1 7+p _ I_ `O I _ I I I0 UNABLE TO GET INVERT 1 ASP IALT 1 I I I o I ! I 9.30 ao 14 I �I I 6' WBF I I I Q� 1 I I I 8.13 I I I I I 8.42 �t I I I I I I ASPHALT I I I I I 9.3 8.18 8.31 I 1 1 8.8 i W I ' I I 8.32 .19 'OD Q I 7.80 7.7 ( I I I O I I 1 I I I to v I PLASTIC A/C PAD 7A I I I 1n 780 I 781 I 782 1 783 784 1 785 z ELEV �7 1 .0 7877.7 I� .44788 1 789 790 1 x -191 1 79 1 793 1 794 1 79 i 796 i 797 i 1 sroR� cco AND 1WOOD FRA7M 9 °y� p I I 1 FFE 8.401 1 1 1 8 W 1 7.51 . CONC 8.1 03 h I i I 16 I I i 1 29.6 I I I I O I I I 1 I I rn W m p 1 I 1 ( 1 18.3G 1 O� 1 1 1 1 1 1 1 1 z SG i I I 8.24 1 1 0.8 t I 1 1 I I I 1 �- I 1 7.95 I I I I I I z I I I I I 7.;99 1 B i °° s I OBJ I I 1 I I I I 1 7.63 0 I i CONCRETE I PARKING AREA I ( I I I 1 I I I I l I I �n• yG I I I I a'to 2 STORY S CCO AND I 1 I 16 I I I 1 N I 32.5' 8.52 I 8..0-12.6-- WOOD \ 1 1 1 I n I FFE .48E I O I OBJ 1 1 1 I I I 1 ao i. ' o I I I 8.33 7+7 1'1 m I I I I I I .45 1 .2' 8.3 I I iv I / I I I I 8.5 7.98 M oy 1 g I i I I 18.411 8.4 � � G I I 1 I 1 I OHO 1 1 8.2217 72 7 69 1 I I I I ��.1 COVERE� CONC Ld 7.82 I o I GATE- I 7.72 5-. I I I I I 49.0 \ I 1 i 1 ' VINYL1 I e. 5 I I I n I o5 I I I I I ASPHALT I I I I � � .27 I 8.1 7.90 G I I I r w , „ I ASPHALT 1 7 SIGN BENCHMARK (NAVD88) I I "� I 2 T°'_ 1 1 0 . \ N89'2�512 E N89'251 E I I I 105 bK NAIL AND CLARY ELEVATION DISK 1 I 0 l O 0 I I I SIG 50,OW 1(P&A) 50.00' &A) v I N89'25'12"E I I I Rn IN ASPHALT PARKINGI LOT 300,08 I f I I 8,00 O 1 I 8.53 8.54 I 44 �- CONC SWK CONC SMAC 07 t8.11 p 8.08 CONC SMAC U 300'08' ® .- do 8.57 6•'10 6.29 8.12 8.09 8.09 8'2 8.36 8.54 8.57 8 51 CONC SWK 8.34 8.18 8.02 8.10 8.08 O� CONC DRIVE CONC DRIVE CONC SWK 8 3 CONC DRIVE 843 CONC SWIG 8 5 CONC DRIVE 8 35 8 0 CONC SWK CONC DRIVE CONC SWK 8 8.24 8.32 8.30 CONC DRIVE 814 7,99 CONC DRIVE 7.96 7. 8.18 rn� ❑HU ❑HU ❑HU ❑HU ❑HU ❑HU ❑HU ❑HU ❑HU ❑HU ❑HU U ❑HU ❑HU ❑ U ❑HU ❑ ❑H ❑HU HU ❑HU ❑f1U ❑HU ❑HU 8.09 ❑HU ❑HU ❑HU ❑HU ❑HU �HU--OHU ❑HU ❑HU• ❑HU -❑HU ❑HU ❑HU ❑HU 2.0' CONC CURB 7 go 7 7gBGV-FO �j �j �j �j77:79 7.90 �17 7:-31 EP 820 78 7: 7: 1 7:49 TOP=' .921 7: 7. 75 7: � 7.82 7.66 2.0' CONC CURB (' 7.55 7: FL=7.02 EP=7.38 o INV=4.21 1 8 X38 861 8.73 8$0 845 844 I w 8J4 8'21 ASPHALT I0 n I� ASPHALT = EP 8.53 8.03 8.$9 8.77 8.44+ 8.37 o I 8,41 ASPHALT 8:9 I 1.5' CONC CURB . 8 9 GRASS ISLAND L 8.97 EP TOO-495 INV 5-3.13 C ,� 1 INV 53.72 1.5' CONC CURB e : � Arc,BoUr�va GRASS ISLAND �:��•� (105 R/W) EP I, I� GENERAL NOTES: o h 1. BEARINGS SHOWN HEREON ARE BASED ON NORTHERLY R/W LINE OF ATLANTIC BOULEVARD 1 ASPHALT AS N89'25'12"E PER STATE PLANE COORDINATE SYSTEM, FLORIDA EAST ZONE, NORTH AMERICAN I L��GEND DATUM 1983/1990 NGS ADJUSTMENT. 1 R1W = RIGHT OF WAY INFO = INFORMATION I� = MAILBOX ELEV = ELEVATION ELEC = ELECTRIC • o m = PROPANE TANK 2. THIS MAP DOES NOT REPRESENT A BOUNDARY SURVEY. IT IS A TOPOGRAPHIC SURVEY FOR r4 INV = INVERT SQ = SQUARE ASPHALT PVC = POLYVINYL CHLORIDE PIPE 7¢f = LIGHT POLE BOUNDARY SURVEY, SEE CLARY & ASSOCIATES FILE N0. SS-3059, SS-3060, SS-3061. To�?:41 BFP = BACK FLOW PREVENTER INV *.41 RCP = REINFORCED CONCRETE PIPE N0. = NUMBER ® = GUARD POST 3. INTERIOR IMPROVEMENTS NOT LOCATED EXCEPT AS SHOWN. C.B. = CATCH BASIN I.P. = IRON PIPE � = STORM DRAINAGE MANHOLE C.I. = CURB INLET ID = IDENTIFICATION 4. THIS SURVEY ONLY SHOWS IMPROVEMENTS/ STRUCTURES SITUATED ABOVE GROUND. BELOW M.H.. = MANHOLE A/C = AIR CONDITIONER O = SANITARY SEWER MANHOLE GROUND IMPROVEMENTS/ STRUCTURES, IF ANY, ARE NOT SHOWN OR LOCATED. TC TOP OF CURB W/ '= WITH ® = CLEANOUT CP = CONCRETE PAVEMENT 5. ELEVATIONS SHOWN HEREON ARE BASED UPON NORTH AMERICAN VERTICAL DATUM 1988 GRAPHIC SCALE FL = FLOWLINE ® = SANITARY SEWER VALVE (NAVD '88) AND ARE REFERENCED TO A FOUND NAIL, ELEVATION=8.41 (NAVD '88)-SET ON THE EP = EDGE OF PAVEMENT 8.01 BACK OF CURB = WATER VALVE REVISION DATE DRAFTER WORK ORDER NO. REASON FOR REVISION TOP OF CURB ON THE SOUTH S;DE OF ATLANTIC BLVDCAL , IN THE K-MART PARKING LOT. 20 0 10 20 40 80 CONIC = CONCRETE 7.72 = FLOW LINE [=� = WATER METER O CLF' = CHAIN LINK FENCE 7.82 EDGE OF PAVEMENT p = TELEPHONE WIRING BOX STIANo STANDARDS SET FORMEETS THE FLORIDA DEP DEPARTMENT of WBF = WOOD BOARD FENCE AGRICULTURE AND CONSUMER SERVICES, IN CHAPTER 5J-17, 6. THIS DRAWING MAY HAVE BEEN ENLARGED OR REDUCED FROM THE ORIGINAL. UTILIZE THE FFE = FINISHED FLOOR ELEVATION (TYPICAL, UNLES NOTED -v-- = INFORMATION SIGN POST FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION GRAPHIC SCALE AS SHOWN. 472.027, FLORIDA STATUTES, UNLESS OTHERWISE SHOWN 0 BLDG = BUILDING OTHERWISE � = UTILITY POLE � ( IN FEET ) FNC = FENCE ) AND STATED HEREON._ 7. +7.3 DENOTES SPOT ELEVATION ON GROUND. = FIRE HYDRANT DIA = DIAMETER THIS DRnt�raG;- tr +� Px QR MAP IS NOT VAUD Q, + 6 1 inch = 20 ft. BGV = BELOW GROUND VAULT -x-x-x- = FENCE (SIZE,TYPE AS NOTED) UNLESS.L P,6AjJHE: SIONi�WZE AND THE ORIGINAL (,IGiASSOCI`dlC'iS 8. +7.38 DENOTES SPOT ELEVATION ON ASPH, CONC, ETC. RAISED"SEAL OF A FLORIDA,IhNSED SURVEYOR AND W FOC = FIBER OPTIC CABLE DHu = OVERHEAD UTILITY LINES O = NUMBER OF REGULAR PARKING SPACES MAPPER�CHAPT}i�5d�1?, FLORIDA ADMINIS1RA11VE CODE). PROFESSIONAL SURVEYORS&MAPPERS -ss- = SANITARY SEWER LB No. 3731 LL p_ �; 3830 CROWN POINT ROAD r = HANDICAPPED PARKING SPACE _• JACKSONVILLE, FLORIDA 32257 - (904) 260-2703 WWW.CLARYASSOC.COM JOB No. 2014 318 DRAFTING: GCC PARTY CHIEF. HENDERSON F.B. 05L ,Pg. 50-53 CAD FILE: 2014-318 TOPO.dwg CHECKED BY: M��J DATE: 08-10-2014 GREGoY. ,tAY, P.S.M. cE o. 3377 FILE Noss-3061 �6.._ V TM PROSSER Community-Management- Energy-Relationships 13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229 Office 904.739.3655 Fax 904.730.3413 WATER NOTES ( OC NT'D11• _SANITARY SEWER NOTES: www.prosserinc.com GENERAL NOTES: � 1. The contractor shall obtain all. permits required to complete the construction. lines legal description, existing utilities, site 18. Contractor to coordinate all work with other util t installations not covered in these Ions Electric, 19. The contractor shall coordinate all water main flushing with COAG Utility Florida Certificate of Authorization 1. Topographic boundary survey, including property g p , 9 Y P ( 2• Contractor shall coordinate the construction of sewer facilities with all other construction. topography with spot elevations, outstanding physical features and existing structure locations Telephone, Gas, Cable, etc.) and allow for their operations and construction to be performed. Department. Flushing and disinfection procedures shall comply with AWWA C-651 for Number: 00004050 main disinfection. 3. Contractor shall furnish shop drawings to the Engineer for approval before ordering was provided by CLARY AND ASSOCIATES. 19. Cut and fill slopes shall not exceed 4H••1V unle s otherwise noted, as result of i work. 20. Upon completion of water main flushing, bacteriological samples shall be taken. materials and beginning construction. 2. Prosser, Inc., Planners and Engineers and its associates will not be held responsible for 20. Contractor shall repair or replace in-kind any amage that occurs I his 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 for design errors or omissions resulting from survey inaccuracies. 21. All soils test reports shall be submitted to the ngineer for review and approval. 21. Sample points for bacteriological sampling shall be located as follows: 22. For all trench excavations which exceed five feet utilities and storm), the followin shall be adhered , 3. All hoses of site work for this project shall meet or exceed the City of Atlantic Beach site to: ( ) 9 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 p 2. Point of tie-in to existing water system. available information. The actual locations of the utility facilities may vary somewhat from the work specifications. a. Contractor shall follow OSHA Standard 29 CFR, section 1926.650 subpart P, which is now a part of 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 4. The contractor shall be held solei responsible for and shall take all precautions necessary Laws of Florida Chapter 90-96. 22. Fire hydrants shall meet COAB standards, the drawings. The contractor shall contact all agencies with utility facilities in the vicinity of Y P b. The Contractor shall provide written assurance of compliance with this low. to avoid property damage to adjacent properties during the construction phases of this 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 P P y 9 C. A separate price item shall be included m heir base bid identifying the cost of compliance horizontal distance of at least three fest between the outside of the water main and the shall protect all utility facilities and repair any damages resulting from their work in project. d. A trench safety system shall be designed b the Contractor. 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 5• Warranty / Disclaimer: The designs represented in these plans are in accordance with 23. All areas shown to be filled shall be cleared an grubbed in accordance with City Standards and shall to the owner. '. established practices of civil engineering for the design functions. Neither the Engineer nor be filled with clean structural fill compacted'an tested in accordance with the geotechnical report. force main, or pipeline conveying reclaimed water regulated under Part III of Chapter 62-610, 6• The contractor shall stake the sanitary sewer system and the storm sewer system and shall notify its personnel can or do warrant these designs or plans as constructed except in the specific F.A.C.; a horizontal distance of at least six feet between the outside of the water main and"the the Engineer of any conflicts prior to installation of any pipe. cases where the Engineer inspects and controls the physical construction on a contemporary 24. All debris resulting from all activities shall be d sposed of off-site by the Contractor. outside of any existing or proposed gravity type sanitary sewer (or a horizontal distance of at 7 Manholes shall be in conformance with COAB Standards. basis at the site. , least three feet between the outside of the water main and the outside of any existing or, . remain shall be protected and reserved. proposed gravity-type sanitary"sewer if the bottom of the water main will be laid 'at least six 8, Type B bedding shall be used for this project unless indicated otherwise on the drawings. 6. For boundary, roadway and building geometry information see engineering site plan. It shall 25. All existing trees to rem n p P inches above the to of the sewer); a horizontal distance of at least six feet between the be the Contractors responsibility to verify that the building dimensions shown on the P ) 9• Backfilling shall be mads with clean backfill which shall be thoroughly compacted in 6" lifts. an ' roes with the dimensions shown on the architectural Ian. o any 26. The Contractor shall coordinate connection f proposed piping with all existing piping. outside of the water main and the outside of any existing or proposed pressure-type sanitary Compaction shall be a minimum of 95% max density at +/ 2% of the modified proctor optimum engineering plan g P dimensions do not agree, the architect, engineer and owner shall be notified and the sewer, wastewater force main, or pipeline conveying reclaimed water not regulated under Part moisture content. g 9 27. All drainage structures shall be constructed to onform to City requirements and shall be constructed to IiI of Chapter 62-610, F.A.C.; and a horizontal distance of at least ten feet between the dimensions adjusted prior to commencing with construction. conform to curbingand low points as shown o plans. 10. Unsuitable materials under sewer pipe shall be removed to a depth of 18" below the bottom of AUTO..."BILE SERVICE 7. The contractor shall notifyall unlit companies prior to construction for verification and P P outside of the water main and all parts of any existing or proposed on-site sewage Y P P 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 location of all utilities. 28. Contractor shall ensure that all new and existing drainage structures, pipes, etc. are clean and 62-555.314(5)] moisture contents within +/- 2 percent of the modified proctor optimum moisture content (ASTM STATIONJ 8. Contractor shall furnish shop drawings to Engineer indicating materials and manner of functioning properly at time of acceptance. D1557) during the compaction operations. Compaction shall continue until densities of at least 95 installation for all components of the project prior to purchase of materials and 29. Burning of trees, brush and other material shat not be permitted on property. 24• New or relocated, underground water mains that are included in this project and that will. percent of the modified proctor maximum dry density (ASTM D1557) have been achieved. I construction. cross any existing or proposed gravity- or vacuum-type sanitary sewer or storm sewer shall VE 9. These engineering drawings may not show all of the City of Atlantic Beach standard details 30. All inverts in drainage structures to be precast or brick with layer of mortar between each layer of be laid so the outside of the water main is at least six inches above the other pipeline or required to complete construction of this project. It shall be the contractor's responsibility brick, or reddi-mix concrete with #57 stone. 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 SERVICE � that the construction, outside City of Atlantic Beach right of way be in accordance with all that are included in this project and that will cross any existing or proposed pressure-type Chapter 489 F.S. V I 31. The Contractor shall restore all culverts, headw 'IIs and storm drain inlets removed or disturbed-by the sanitary sewer, wastewater or stormwater force main, or pipeline conveying reclaimed water 12. All pipe lengths are horizontal distances and are approximate. current City of Atlantic Beach Standard Details and Specifications. construction operation. The cost of these items shall be included in the price bid for furnishing and shall be laid so the outside of the water main Is at least 12 inches above or below-.the 10. The contractor shall furnish certified as-builts , see As-Built Requirements on this sheet. installing any new item causing such damage. 13. All sanitary sewer laterals shall terminate approximately 5 feat outside the building at a minimum other pipeline. [FAC 62-555.314(2); exceptions allowed under FAC tit-555.314(5)] depth of 3' below grade unless otherwise noted. The end of these service lines shall be tightly 11. Contractor shall verify and protect all existing trees and natural vegetation that are to 32. Should the surface or subsurface conditions dif er from what is shown on these plans, the _. plugged or capped and marked until such time as connection is made inside the building. remain undisturbed. The areas indicated for construction shall be cleared and9rubbed to contractor shall immediately contact the engineer. 25. At the utility crossings described in Part ILC.1.w, above, one full length of.water pipe shall remove all roots and miscellaneous vegetation except specific trees that shall be protected 33. Corrugated Polyethylene Pipe (CPP), shall be per AASHTO M252 or 294 with smooth inner lining Type S be centered above or below the other pipelines so the water main joints will be as for as 14. The Contractor shall perform a television inspection of the sewer system. Two full reports, from damage during construction with the use of tree barriers, with bell and spigot, silt-tight, rubber-gasketed joints. possible from the other pipeline or the pipes will be arranged so that all water main joints including video tape, shall indicate conditions of the pipe, location, type of pipe, diameter, location s b performed in a safe manner. All safety rules and guidelines of OSHA 34. Inlet rate sizes shown on plans. All concrete 'boxes and yard drain structures shall be are at least throe feet from all joints in vacuum-type sanitary sewers, storm sewers, of services, type of joint, distance between manholes and any irregularities in the pipeline. The 12. All work hall e p Y 9 shall be followed. The Contractor shall be solely responsible for any injuries of his sized by contractor. stormwater force mains, or pipelines conveying reclaimed water regulated under Part III of television inspection shall include a deflection test with a 5% mandrel. The sewer lines shall be employees, and any damage to private property or persons during the course of this project. Chapter 62-610, F.A.C„ and at least six feet from all joints in gravity or pressure-type lamped as part of the final inspection. All costs associated with complying with OSHA regulations and the Florida Trench Safety Act sanitary sewers, wastewater force mains, or pipelines conveying reclaimed water not 15. The Contractor shall coordinate the location, size and invert elevations of sanitary sewer services shall be included in the Contractors bid. regulated under Part III of Chapter 62-610, F.A.C. [FAC 62-555.314(2); exceptions allowed with the approved plumbing plans for the building. 13. All Improvements shown shall be warranted by the Contractor to the Owner for a period of under FAC 62-555.314(5)] o s i the Cit Right-Of-Way - 16. Contractor shall provide to the, Engineer, a schedule of invert elevations of all sanitary manholes one year from date of acceptance by the Owner. If the work i n h y g Y 26. When a water main crosses a storm drainage line, a minimum of 18" vertical separation This schedule'shall be provided by the prior to the placement of the limerock base course. or easement, the Contractor's one year warranty shall extend to the City of Atlantic Beach. shall be required. WATER NOTES• registered land surveyor'submitting the "as-built" drawings for this project. testing laboratory to perform materials ed o complete the construction. 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 . 14. The Contractor shall contract with an independentg ry p 1. The. contractor shall obtain all permits required t p testing and soil testing in accordance with the City requirement and the recommendations licensed under the provisions of Chapter 489 Florida Statutes. depths 12 feet or deeper, or in easements unless otherwise noted. outlined in the geotechnical report. This shall include density testing in all pavement areas18. Gravity sanitary sewer shall be low pressure air tested for leakage. Maximum allowable leakage and in the utility trenches located in pavement areas, concrete testing and all other 2. Contractor shall coordinate the construction of water facilities with all other construction. 28. All water mains shall terminate approximately 5 feet outside the building unless rate is 50 gpd per inch of diameter per mile. ASTM C-828-86 or C-924. materials testing. otherwise noted. The end of these service lines shall be tightly plugged or capped and a 15. The Contractor shall be responsible for obtaining all necessary permits and insurance 3. Contractor shall furnish shopdrawings to the engineer for approval prior to beginning construction marked until such time as connection is made inside the building. 19. All gravity sewers installed under this project shall of tested for leakage by the contractor g 9 PP P 9� 9 to demonstrate that: 1) the leakage exfiltration or infiltration does not exceed 200 gallons required for the project. and purchasing materials. 29. The contractor shall make application to utility company for the project water meter 16. The Contractor shall provide no loss than 6 inch clearance between all utilities other than. PP y P Y P j per inch of pipe diameter per mile per day for any section of the system; 2) Exfiltration water mains, which shall be to City Health Department permit conditions. and shall pay for all meter fees. or infiltration tests shall be performed with a minimum positive head of 2 feet; and 3) Air 4. All workmanship and materials shall conform t latest COAB Standards and 30. The contractor shall be responsible to provide mitigating construction measures test, as a minimum, conform to the test procedure described in ASTM C-828 for clay pipe, 17. These plans do not stand by themselves. Bid documents, COAB water and sewer standards Specifications and applicable AWWA Standards. -Beach standard specifications & details and any other in all cases whets a minimum of 18 inches of vertical clearance between ASTM F-1417 for plastic pipe, and for other materials appropriate test procedure described details & materials, City of Atlantic 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 standards, listed or referenced, are included in the project documents. 5. The existing utility facilities and locations show on the drawings are taken from readily available appropriate text procedures are used per RSWF 33.93 33.94 and 33.95. ${ - information: The actual"locations of the`utility'; acilitles may vary somewhat from the locations shown 31. The contractor shall be responsible for providing water for construction use 'during. entire 18. The contractor shall notif the Ci of Atlantic Beach O 247-5814 a minimum of 24 hours course of project if necessary. y City and there may be utility facilities existing that are not shown or indicated on the drawings. The P j Y• prior to starting construction. contractor shall contact all agencies with utility facilities in the vicinity of the work and shall locate 32. Pressure pipe and fittings requiring restraint shall be braced with restrained joints all underground facilities before beginning work. The contractor shall protect all utility facilities and 19. All work in the right-of-way requires Maintenance of Traffic (MOT) per FDOT index 603. repair any damages resulting from their work. in conformance with the contract documents and per COAB Standards. Contractor shalt not work in the ROW from 7:00am to 9:00am and from 4:00pm to 7:00pm. Work in the ROW shall only occur during daylight hours. specifications and relocate if required at no cost to the owner. 33. If dewatering capacity requires a consumptive use permit it shall be the Contractor's GRADING AND DRAINAGE NOTES: 6• Water lines shall have a minimum of 36" cover from finished grade. Maximum cover responsibility to obtain the permit through the St. Johns River Water Management AS-BUILT REQUIREMENTS 1. Contractor shall verify existing elevations at connection points prior to construction and shall be 60". District. Contractor shall provide complete as-built information to the Engineer in accordance with notify Engineer of any discrepancies. 7. Water lines are designed to finished grade and shall be protected until finish work is 34. If solvent contamination is found in the pipe trench, work shall be stopped and the the following requirements: DATE ; JULY 2015 2. See geotechnical report for site preparation requirements. AMEC Environment and complete. proper authorities notified. With approval of the permitting agency, ductile iron Infrastructure, INC, dated October 14, 2014 pipe, fittings, and solvent resistant gasket material such as fluorocarbon shall be 1. As-built drawings shall be prepared in AutoCAD format by a registered land surveyor. One set CT lo, • 114001.01 o " used in the contaminated area. The ductile iron pipe shall extend at least 100feet other 8. All water mains 3 and larger shall be AWWA 900, DR25 PVC. Water mains 2 and P P of signed and sealed prints and a sat of computer disks containing project AutoCAD files and d 3. The contractor shall coordinate the grading and drainage construction with all beyond an solvent noted. An contaminated soil that is excavated shall be placed O smaller shall be polyethylene pipe with couplin s may be used and with NSF-PW approval. Y y y PDF's of the prints shall be submitted to the Engineer for review and approval: Additional t3Y • J8D construction. on an impermeable mat and covered with a waterproof covering. The proper signed and sealed prints shall be provided to the Engineer as requested. 4. The Contractor shall submit shop drawings to the Engineer and the city, if required, on all authorities shall be notified and the contaminated soil held for proper disposal. DPT 9. Restrained joints are required where water mals are terminated and at all bends, in 2. As-built drawings shall be in accordance with all authorities having jurisdiction. E9Y l materials, for review and approval, prior to purchase or fabrication of any utility pipe or accordance with COAG standard details and specifications. 35. All backflow preventers shall be in accordance with COAB cross connectionro ram. P 9 Contractor shall coordinate as built submittals and approvals with jurisdictional structure. LO shall conform with all Ci of Atlantic Beach standards. Backflow preventers .must be tested after installation by a certified tester and annually agencies unless otherwise directed by the Engineer. AS NOTED 5. All construction and materials h I n City 10. All gate valves 2 and larger shall be non-ris ng stem type and shall be suitable for thereafter. COAB contact: Bill Pound ® 665-5787. Backflow preventers on fire lines or N 6. The contractor shall stake the storm sewer system and the sanitary sewer system and shall 200 psi non-shock working pressure. Gate elves shall be mechanical joint, iron body, backflow preventers on fire lines or combinations fire/potable mains shall have freeze 3. Provide building locations, finish floor elevations, pavement grades and all VIWM notify the Engineer of any conflicts prior to installation of any pipe. " protection. underground facilities. h10. Date R� N resilient seat, 2 square operating nut, Mueller or equal. Valve boxes with screw .extensions 7• The existing utility facilities and locations shown on the drawings are taken from readily shall be provided for each buried gate valve, 3oxes shall be of cast iron construction, 4• Provide perimeter dimensions at top of bank and at bottom of pond. I. available information. The actual locations of the utility facilities may vary somewhat 3/8" minimum wall thickness and shall be no -tacky tar enamel coated. The word ,E O from the locations shown and there may be utility facilities existing that ars not shown or "water" shall be cast in cover. All gate valve installed shall open by turning to the left (counterclockwise) 5• Provide elevations at top of bank and bottom.of pond. indicated on the drawings. The contractor shall contact all agencies with utility facilities in when viewed from the stem. the vicinity of the work and shall locate all underground facilities before beginning work. 6. Provide special detail drawings where installations were not as shown on contract 01 the contractor shall protect all utility facilities and repair any damages resulting from their 12. Class B, Type I bedding shall be used for this.project_unless indicated otherwise on the drawings due to field conditions or where required for clarity. 3: work in conformance with the contract documents and specifications and relocate if drawings or directed by the'engineer. 7. Provide location, elevation and description of benchmark(s). Cn required at no cost to the owner. 13. Unsuitable materials under water pipe shall be removed and replaced with selected 8. Locate and provide elevations of all structures. Location of all structures shall be 1-- backfill properly compacted. The material shot exhibit moisture contents within Di 8• All underground utilities shall be installed prior to preparation of subgrade for pavement. from two (2) directions and include northing/easting coordinates at center of w +/- 2 percent of the modified proctor optimu moisture content (ASTM D1557) during 9. Pavement subgrade shall have all unsuitable material removed to a depth of 3.0 feet below the compaction operations. Compaction shall ontinue until densities of at least structure. 9. Locate all pipes and provide size, elevation, invert elevations, length and type. r) subgrade and 2.5 feet beyond back of curb. Backfill with suitable material per the 95 percent of the modified proctor maximum Jry density (ASTM D 1557) have been Qgeotechnical report. achieved. 10. Provide dimensions and elevations of the pond` outfall structure(s). v� 10. Any unsuitable material encountered shall be removed from the site. The contractor shall 14. Backfilling shall be made with clean backfill which shall be thoroughly compacted in 11. Water as-builts shall Indicate the location of bacteriological sample points. H be responsible for the removal of all unsuitable material and replacement with structural 6" lifts. Compaction shall be a minimum of 9 % of max. density at +/- 2.O% of the O fill. Excess suitable fill material shall be moved to Owner specified location. See modified proctor 12. The as-builts shall include a detail of every crossing of the new water main with z geotechnical report. 15. Where water mains are laid under ditches, cul arts, pipelines, or obstructions without fittings, gravity sewers, force mains and storm pipes clearly shown & indicating the vertical O 11. The contractor shall be responsible for all subgrade, limerock and asphalt testing as the maximum deflection of any joint shall not exceed 50% of the maximum recommended by clearances at each crossing. Details shall be furnished for parallel runs where the required by the project specifications. the pipe manufacturer. horizontal separation is less than 10 feet. r b 16. No connection to existing potable water system will be allowed until all proposed water 13. The centering of uncut lengths of pipe at points of crossing shall be documented O 12. One row of sod shall be installed along all edges of pavement. All disturbed areas shall 9 P - Y P P ' `- receive sod. **See landscape plans for other requirements. lines have been flushed, pressure tested, disinfected, and cleared for service by the on the as-builts and all .mitigating lconstructionleantmeasures clearly depicted a cases - where a minimum of 1 t3" of vertical clearance between the water and sewer UF3A �T F OR j Florida Department of Environmental Protection: (including storm) lines is not possible. CONSTRUCTION UNLEW 80 NOTED i' 17. Contractor shall notify utility company a minimum of two days prior to connection of water ABOVIE 13. stormwater Collection System design is based on the 5-year return frequency storm Y tY P Y Y Z mains to existing lines. All new work must be inspected by the engineer. No tests shall be w (Rational Method). scheduled for weekends. Any. change from thetechnical requirements must be reviewed and � approved by the engineer and owner. SHEET TffLE_ 4IQ HOURS 14. All RCP pipe shall meet the requirements of ASTM C-76 and shall be Class III, Wall B. Y 15. All labeled pipe lengths are approximate and measured to the center of structure or 18. Hydrostatic and leakage testing of the water sins installed shall be performed in p accordance with AWWA standard specifications. A representative of the utility company ��LL.. SUNSHINE C] mitered end section. Actual lengths may vary and no added compensation will be made for variations or the engineer must be present during the to ts. Pressure tests shall be conducted at �t U 150 psi for 2 hours for water mains and 200 psi for 2 hours for fire mains. Pressure 1-800-432-4770% 16. The contractor shall provide a qualified soils laboratory representative on site during _ __ _ test after limerock is installed. 7LAC U excavating to determine the suitability of the existing sub-grade and existing on-site �� ��� A f� GENERAL NOTES Q material prior to beginning any filling operation. w 17. Contractor shall take all available precautions to control dust. Contractor shall control dust m - by sprinkling,rinklin9, orbY other methods as directed by Engineer at no additional cost to the v � owner. z Q 257CD = 1 O a � - -a � TATEOF O Ifii119Yi1U111U TM PROSSER Community-Management- Energy-Relationships 13901 Sutton Park Drive South, Suite 200 20 0 15 20 Jacksonville, Florida 32224-0229 Office 904.739.3655 Fax 904.730.3413 3` INS �� 22. `� OVERHEAD UTILITIES TO BE www.prosserinc.com REMOVED. CONTRACTOR TO TAKE DUE CARE TO NOT INTERRUPT Florida Certificate of Authorization SERVICE TO ADJA 'ENT BUILDINGS. Number: 00004050 �6 bra NALp fig 4,. R'C EUWMICEa V21:X �i3 SdLfitii.p£§,i. 23��F}Y',,•.4Ta t s , INV U`9-103 S. . �� g1yp .� � � ,..LEGEND. MANHOLE TO BE CONCRETE DRIVE ( 0a ) AT INLET PROTECTION I REMOVED (N IN USE) TO BE.`RE OVER t� ASPHALT DRIVE r » EXISTING CONTOURS T �'� # � TO BE REMOVED,,,,4 i,,€ sem : MANHOLE TO BE N ' d � fI U r . ��` REMOVED NOT IN USE BROKEN ASPHALT E- - 21.7+ EXISTING SPOT ELEV. �.. � xM. _ a' �. �iI" a`!z7''I� � � ( ) II��� NE- -"1,� 5 I 2.1 I " ' � ° CONCRETE DRIVE DRIVE TO BE REMOVED � �� °� 1N1 E 234 4a,0.<'s` x,19 Ir' , 1. a ® ® PROPERTY LINE Oce ° ° ,}a i T E REMOVED N lrl Fr, "TE » _ �,,. . �` SF �,�� ��;°�, `>tiw SILT FENCE LIMITS OF IO SF H .,. F , O t' ONCLEARING SF F..n s1IsE TT aT001114.1f i Aks Tri N[Ir aE f 1 F, , s3 %1A;1%Ii01.E, i'$,3iAND TO UfE u"i u x ,� �^>" \`~ k LIMITS OF CURB DEMOLITION , sa.�a.� �\ /` "` r 1 ^ 3 ma ai w,.�. _ 5,:< f xa ......:......>ra�,, ,sy.._._.ra r r3 t _.._ _ S8924'20" ° . a„ , i �3I S89 0 W 9.85' µ, „ , LIMITS O MISC. DEMOLITION F ITI jA� N #r.+I , e I�• lvzw� �.d 'Y / / / �` / l � ■ v_, .a IIrtiv �'Is ,�,49.73' (A) tIa RUM- 'YTT v'sT�'> / \ i �� Y T'g � � �•'� K „" 'i?Py>.;� � ..�� ,I;;�{� $ &3I�ir.�+&'If:3� x' ^"%x.Ss,I �, BUILDING TO BE DEMOLISHED '" _ _", � ' IT IS THE INTENT OF THIS PLAN TO HAVE A COMPLETELY � . ' ( CLEARED AND CLEAN SITE. EVERYTHING ABOVE GROUND SERVICE 7 » s � � � a��0 ��; � � �`aaA SHALL BE REMOVED WITHIN THE LIMITS OF CLEARING. 1 NOTES: r,� , 1. IT IS THE INTENT OF THIS PLAN TO HAVE A COMPLETELY 0 Alt, CLEARED AND CLEAN SITE. EVERYTHING ABOVE GROUND A, `` � �' �� SHALL BE REMOVED WITHIN THE LIMITS OF CLEARING. AMCY? �` PAD � 3" �..� All "rrw.»>, � ""$�.���°�Ii�:� ��„ $�� r.�€= �a�,zT,� �„„ •�� ,s.�'r� f-VIVs,+ VC314CREJE;. PAR04C ASNE g 80 2. CONTRACTOR SHALL PROTECT ALL EXISTING INFRASTRUCTURE BOTH ON 8 801 � 8 03 0 80 0 8 807 eg AND OFF THE PROPERTY. 00 16 • Y _ 3. CONTRACTOR TO VERIFY ALL TREES TO BE PROTECTED WITH LANDSCAPE � A,VI^I¢„,I, PLAN PRIOR TO COMMENCING DEMOLITION. I I-'l' s;"°��'K €ISOS 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. N rn 0) rYwP� 5. ALL ELECTRICAL, FIRE HYDRANTS, TELEPHONE, STORM PIPE, GRAVITY BUILDING TO BE DEMOLISHED _ �^�� SEWER, FORCEMAIN AND WATER LINES TO REMAIN UNLESS SPECIFICALLY t 2 w " 00 rn # DESIGNATED FOR DEMOLITION ON THIS SHEET OR OTHER SHEETS IN THE 4�9 PLAN SET. ., 6. ALL UNDERGROUND ELECTRIC AND TELEPHONE RELOCATIONS SHALL BE COORDINATED WITH UTILITY COMPANIES svw xiu N� 4. �s E3, � deo�SiB fir aff� • ,> F 2a - S. I ( I� . ?. l..r £, ` _ 7. ALL DE �, �___.. ,� ,.� . ��- � ` - .�.. ^�,... �-� •'~~°a��~-��`�""�"�""' ��"�� DEMOLITION, REMOVAL AND DISPOSAL SHALL BE ACCOMPLISHED IN 5a. K A x.�. za ACCORDANCE WITH FEDERAL STATE AND A �. .��',' ,. �:.� �,, ..,. ,F _�,.,,. � A A LOCAL CODES AND REQUIREMENTS. ALL DEMOLITION MATERIALS SHALL BE _ u•' a yzr�t _.?� ��ii�+����' "�� � T^�0 ~IC II�, '� » ,,._�,.~~ A COME THE PROPERTY Of HE 0 ^ -� y9 �'�. � " � �,,,.„�..� , =w.^�^•^��-� ; , T CONTRACTOR, UNLESS SPECIFICALLY DESIGNATED .,,..µ�,. ; y•.�. ,,; I OTHERWISE AND DISPOSED OFFSITE. A«wr�l"',A.F.^ i t� 3,, y...� v.'s . ,.:::.. ,�..;, ,,..".v.A:. .......,..`...«:,e. ~ .�w.�."w✓'".' f � n .. ,.. `rte. z�».., ,.,.�,� S `gn: fs.. l�x,;A.._„ �:,. .,. ,..,�.,,..,.. '-^.,µ,,.:,.:<-. �., a. ,^.:1.. ,...,,,,..-„w,,. ,.4..,....,,.,w.at w $ µ i >� `"f:., ,,,.,.«..,.._...�... .. -<„ ym 3 ��? .� � -� •I # � y: � �,. � . � b� .� ", �,, 8. REMOVE ALL EXISTING PAVEMENT, PLANT MATERIAL AND CURB AS CK SHOWN. , oy I C4aIa s ? gg � .v"ate" �'_ 4E>� ,° " a 9. CONTRACTOR SHALL REVIEW AND IMPLEMENT RECOMMENDATIONS OF p �' w vn GEOTECHNICAL REPORT FOR ALL EARTHWORK ACTIVITIES. a 10. SEE SHEET C8.0 & 9.0 FOR SEQUENCING OF EROSION CONTROL AND f f� PV DETAILS. BUILDING TO BE DEMOLISHED T. .a' I ' > 11. THE CONTRACTOR SHALL HAVE AT LEAST ONE PERSON ONSITE AT ALL JULY 2015 i'`t�� �3� r;�li�`i' c� ®l�� � r1 ` 'I'i ` t, � I o TIMES DURING WORK ACTIVITIES CERTIFIED THROUGH THE FLORIDA x„ � . STORMWATER, EROSION AND SEDIMENT CONTROL INSPECTOR TRAININGIpRO�ECTNo. 114001.01 PROGRAM. w r. V 7 12. LAND DISTURBANCE ACTIVITIES THAT ENCOUNTER WORK INTERRUPTIONS DESIGNEDBy : JBD all � � I � �^,+ �= OF 14 DAYS OR MORE SHALL STABILIZE ALL DISTURBED AREAS. DRAWN ev ��•� ° I I I I 797 '7aaRR 7 9 �; ' I, � 6 : „ ,"„ 79 7< 9 ' I€ 7 6 1 STORY 8` cco AND'WOOD FRAM DPT 782 783 0 rn 784 785 - , 27 �, '- . t'm: `? ,$.",~, - 789 90 PARKING LOT TO BE DEMOLISHED _ ¢, 13. A DISTRICT CONSUMPTIVE USE PERMIT MAY BE REQUIRED TO AUTHORIZE 781 }^ FFE 8.40 0 - Y - E o rn �� � � # z; DEWATERING CONSTRUCTIONS., CONTACT CAROLINE SILVERS AT ° cn °i .A s ) � $ 448-7903 TO REQUEST A CONSUMPTIVE USE PERMIT DETERMINATION �+ AS NOTED Ott I I DINER TO EMAIN c FROM SJRWMD PRIOR TO ANY CONSTRUCTION. 0 4 `a,z 8. s o m . It ' No. Date Reviallon 14. BEFORE CONSTRUCTION BEGINS, CONTRACTOR SHALL TEST GROUNDWATER AND COORDINATE WITH KIM PEARCE 904.256.1686 OF FDEP TO a iii ,. ,. . 1Y �,��� �` IN I� � � xi� � � �71 � � DETERMINE IF A DEWATERING PERMIT IS REQUIRED ACCORDING TO RULE `n ® d sldfzY 10 Aa ea g xf1 �a 62-621.300. ' •` 15. ADDITIONAL PERMITS MAY BE NECESSARY FOR THE DEMOLITION OF 1.br �'�� 1,�, ` s„; �� a52 � "� "r? � VERTICAL ELEMENTS. CONTRACTOR SHALL COORDINATE WITH COAG a- ' 'T , T 4 I I I= BUILDING DEPARTMENT. a t VER CO E CO Ate,r,§..I N89'245'12"E N8 5'1 .. 1I I k. Ali® t °1 _m_ 2� 50.00' (P&A) 3 5 .00' ( A) � N S�1 rer i�� �. �°tA�:I` ��I"INML�" ° » ..�. ® � ` 0.08' F a 30 08 b ,� P O �. > `".� p � �i�I, _ ,1�i�, �a rti,•���, . . >�,. a r ,,,. :��; "R,a sm �� _." K, „� � ,..; ., Iti �- r €,,.=.3 y �s ,r.� !.4 ss �,.,��.�.�,�..��.,�. w �, , .;•,, . ..� r.. ..,., ,.;. �d� � ,., r yam.~�! t,.'I�^- _�,� »; , 0i0 IT��i�d� °> ,y;, rs EROSION CONTROL NOTES: tl,alr ,1 .13 sIu f';sv p \ .- ;> °'z a.•: c .m„ r 0 IaIy l`a A q ��a .� �a�,^. C�4:,. DRIVE { .. � .. ..,� e �t,� r- ,. ._. .�< ,..,.,�....,,�.:- ,��.».,� ^-�- x „F'^^• .. �a ��, rt. t,,.� C.aua ✓+,r $P „.v ., - ._,.., '- �,�,.. - ". ... _,.�.,,, ...,..�legS,.m..�„�.,»w .:.,H.mm..,.., ..C.xsv.�,..,:,,. ..,�..,.. ,,....,.,,...... yq' �,s' wAww.,.,..,. 5j�y.... »......,.,�..~,.o-,..., .x ¢8 rw r -. f»,..�r 4 :_:�,,..:.J % x>»`...'l,yJ , (!) _ rt r . w.". :,..> 1. EROSION CONTROL'� r ��� .� I C AND TREE PROTECTION MEASURES SHALLBE a ., .wa t. � INSTALLED PRIOR TO ANY OTHERCONSTRUCTION �,„_ ACTIVITY AND �F ;; J�.> MAINTAINED UNTIL PERMANENT GROUND COVER IS ESTABLISHED. 7.414 S SF SF SF SF �.r SF ~> � r: y `" �: THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY "`°`� �"`"�` �'�'"��� �� �`��'` �'�'" ° '� ` CONCRETE DRIVE CONCRETE DRIVE • CONCRETE DRIVE ' ` CONCRETE DRIVE TO BE REMOVED THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES TO BE REMOVE4 TO BE REMOVED dT TO BE MODIFIED AND PRACTICES PRIOR TO, OR CONCURRENT WITH LAND DISTURBING ► NSTD FOR (SEE SHEET C3.0) ACTIVITIES. tel$ SS 80 NOTED Z 0 w ABOVE 3. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF rn FULL IMPLEMENTATION OF THE PLAN DOES NOT PROVIDE FOR aI` T EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT SHEET 7TnE CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR I M� �_. ~~.~ THREAT OF THE SEDIMENT SOURCE BY THE CONTRACTOR AS NEEDED. CUM; 4 �- U MASS i5,IJ*x_t EXPOSED $Y�^a ,»,,.„,»,a Mew,,,.. �, �, ,,; / ¢ AT TIME AND THE DURATION OF EXPOSURE. EXISTING ,,� �,�,�.,.���d �����,. _� �., ,�..� , THE A . ._ s I ,k "����t.r:I� ONE 5. i r° i`�N �w � - � `�-M w� . . .~. ,, "y _.,, 5. THE CONTRACTOR SHALL APPLY EFFECTIVE EROSION CONTROL w " »w MEASURES TOP ENT OFF SITE DAMAGE. I, PREVENT DEMOLITION PLAN '1 ) 6. THE CONTRACTOR SHALL APPLY PERIMETER CONTROL PRACTICES TO I u �arGRASS ISUMD PROTECT THE DISTURBED AREA FROM OFF SITE RUNOFF AND TO PL _w.. M . PREVENT SEDIMENTATION DAMAGE TO AREAS BELOW THE DEVELOPMENT z SITE. q i 7. THE CONTRACTOR SHALL MAINTAIN LOW RUNOFF VELOCITIES AND RUNOFF SHALL BE DETAINED ON THE SITE. Li a�IF41ALT 8. THE CONTRACTOR SHALL STABILIZE DISTURBED AREAS IMMEDIATELY ' AFTER FINAL GRADE HAS BEEN OBTAINED. ,'� C�I�Oj���''''�,, 9. THE CONTRACTOR SHALL IMPLEMENT A THOROUGH MAINTENANCE AND o 'vY -,�i s�.� �^ -� COMPLIANCE PROGRAM. I � 6 �9 10. THE CONTRACTOR SHALL HAVE AT LEASE ONE PERSON ONSITE AT ALL �'r O. 62516 r FD TIMES DURING WORK ACTIVITIES CERTIFIED THROUGH THE FLORIDA y a< . STORMWATER, EROSION, AND SEDIMENTATION CONTROL INSPECTOR :, °, �,"]�T a• IL AVI Ff No. J f;° . ''' p" H E E T TRAINING PROGRAM. DATE - U _____ __ - _____ 0 , . ;t 1, "k I— I 2 � �t I I- - I '�, I . I � I. C�_ ------- - ___________ __________�_ iiii�l�!i�i�ii�iiii�lil�iiii'l�il�l, - -_ I I I l�l���li����l��������i������������l������l��l��� . � I A - TM - I SITE DATA TABLE - I USE: AUTOMOBILE SERVICE/ PROSSER I - I- _ . 0 ZONING: CG FRONT 20' 10, Community-Management- Energy-Relationships . � ;_ I I � LANDUSE: COMMERCIAL SIDE 51 5% 1 PHASES: 1 REAR 20' 10' 13901 Sutton Park Drive South, Suite 200 20 0 15 20 BUILDINGS: 2 . Jacksonville, Florida 32224-0229 1 HEIGHT: 35'-O" MAX. I I FEMA FLOOD ZONE: X Office 904.739.3655 1 MAXIMUM IMPERVIOUS SURFACE: 70% OR NOT TO EXCEED Fax 904.730,3413 . PRE-CONSTRUCTION SURFACE AREA I I WETLAND IMPACTS: NONE www.prosserinc.com I LOT DATA: ITEM TOTAL Florida Certificate of Authorization - 1 rw 11'�-5-1-14 U � .. - SITE AREA 79,939 S.F. 1.84 Ac. 1 OOYo -_ ____ ____ I I ;MV-2-14 011MILIU6a . � ��, 0SV-6-01 (HAVIDN) BUILDING (RETAIL SALES/ I � I 11 11 I I I V� PK NA& ,411) W,R! EMAWN Dia-F, ,ml,gg�1,50,,3 AUTOMOBILE SERVICE STATION) I � 11 I I ., � _0 IN CONCRrrE DRIVEWAY . _- .. . . I 6,400 S.F. 0.1 5 Ac. 8.2% 11 �� I � I . 2 11 1�1, " "' BUILDING I . I "� /, (RESTAURANT) 3,650 S.F. 0.08 Ac. 4.5% ASPHALT PERVIOUS AREA 11 9,500 S.F. 0.45 Ac. 24.5% 1 � \%, 9 r'� I , * PARKING: I \ ST. , / - \ 4 R25' E/P 24" WHITE STOP BAR; STOP . ("p, PARKING REQUIRED PROVIDED ,T � 1% � �9 4' BEHIND ROW . 1�'?,�/ 1. Z111" (W ROW) ,Wlf,�,-�'?�t" I (TYP.-BOTH SIDES) . ILE SERVICE STATION 16 (1/400 SF) 26 � ".)sQv) R1-1 J'A' _�' . " , R25- E/P 24" WHITE STOP BAR; \___ - 1�__jjl�li,11"1�'f.' T) I . :1,1: , I (TYP.-BOTH SIDES) 4' BEHIND ROW \ I It_k 36"x36" , RESTAURANT (76 SEATS) 19 (11/4 SEATS) 19 ,�� '101 /----, ______. I ,r_1_=___- _____,__._,__,________ __,_______ "-,-�"-�-------�"-"--"-�,---- �� ,11 , - ___1___11_-__ , �w . `1 __!,-------- ______(&___1__ "-, ___ . � __ , 1 __=7, ". _ - . � _______________ ___________, & , -:: _�___- I - I - �...7,P7 5 - "��- � _11__�_r.__;_.11_1__ __ 1 _11171-17�__ -, � -7---, '! , 11 I I - . -"-,------ -11--, 35 **45 - = "I ____111_11�__ __ EP " " t�7-,7�� ���1111 I I ' __________ I � �q�,,,�;�,�� _ ,_', ", F I I - "I ___:��____ , �" ��,�"", I I � "._O�!k�-�71` % I " �, - I . I -11 I ''I . ____ �, ,,,�,�,�, , ��,��!�', " EP -1111.1...._ _1__11"�1t_11'71_x11 11�1111"_r,_`�'-'71� , I �___,,"-__-.,1'1 -1 I --,-",--, I ��1� I , I I I I I ",,,P�, BICYCLE PARKING 5 1 5 _ ,_____ar,�,� I � ;;at�� � I - ,r,— I - 11�1 � I - - 1- I �, -F ��,`,,,,��::,�- I � I " " � 11 - I , __ - � I'll, j I' ll I X�,�,,�_, r I 11 I -1 I I I 1111 E: 3 , , /�'41, r " ,"-! -, , I I -1 W1110 k I - �1� _� , L - - - - I - - - - -I- - - - - L_ - - - - _j '\ `�',I,',,, 4 N: Z I/ts , ,,,, \ . ('!D i '' : � V- '0 , ��4 ,i '24,? 11-1V E"",I 11 �,I , I � __ 00NO -�, , 1� �,j"',' ", "",","', , I- F. S19 1;S;q �1� 11 � I 11 1, 0411?t, I ,i,�,',,"�r,',�','�'i��!,;""�",','� 1��11, I , " .� I I �� r I I : ,� 'I _ P I �� � - -_,_� %,;�-;,:,��!�i',',��-, ", ,1 . "I 41 11 -11 �_ - , �- - ,��-MM- lo,-,�----'—i����t,�---,----D�,,�--,-�--r*L;-,---�-,-���,�--,---,,�,--ali,---r,-,, AUTOMOBILE SERVICE - :�, 11 , _, , ,��,,�-m,---umwiiiiium---mo�''iin-swoommAiinm M ail- -nil "Nsi'l, � - ,, " I 1 InEwasnowiiia ) , - -) " ,I 1;1.1��11 . _,".", ", '' �4 r"-00-60 -Mmw�--- " , u \ ON-STREET PARKING TABLE I , I ,V�_- -4ww."i6mt-.w, ---t.��wm-wwolmwm I 3 - I I 11 "I wi , viio r" "I'll", 4 � ___11 , fAI.31/01 _=- M I I 5 viiv_�I_w6i6wi&�"t�_ I I ""I �r---=--:---Mk�------,,�-��-�l--,��lk k__ =a1k._v_ 1_r�r_ - � I :,�O' - I .'� I � E,�I 11 44' FENCE PROPERT I EXISTING N: 2178440.05 � 11 � ....� - , .1 ;�_ , STATION W/ MINOR E: 52887Z3' "I I ,,,,, , X _X _X _X —9 —X —X _ZX _X _X _X _X —9 _X � f 2178448.59 "I �, n � I I , I " TOTAL I I 1 .1 " 1�� ;1, ,� �, :�`;�", 1� 11 " "I" -A�,,�-�' :�v , 7" RI-I BIKE RACK -,�12,-,1�1 �,,��', " I . Ik A I I, I_ :12 - .- 529244.30 � ,I 4_1 I I — . , � - I I - . " �"� I� I __ , �4, . �-11 , % '��N. 21 � MOTIVE Al,i,� ': 1�" 36"x36" , -, -1 "I, 71 � , �4 , . """, 11 � �s,, .1" � I . , 4� 4 , . . I �v � I�,��,,I�1,1111��, li, N: 2178438.49 AUTO 11 I . I � 78437.26 E: 5 1,,� ,_�,, I . � ---e . I I , .1 � , ^I, - � I 11 I,I "I � LBULKHEAD , 11,I", N: 2178444.45 RIO' , , 1 " ,J "I I � 4 . I , � " I � I � , I ", I I I r,,, -7 '. ,4, : I .'18 :��,A.,' I I . I�1� "I �,,-,,`�-,',,,�, �, E: 529119.67 E: 529234.41 1 F - - - I ',,,,, 1 � I � � � � I I 1. ,". I I � - . , '4�'.,V�' '� �1: 1- � �,,� ,�,' , � (BY OTHERS) KING SPACES I �, --7---7'—-1 - I " r-t -. . I . . I , 1 _6�1 11,� I ,d _ 4 -1, � I , , _"I�_� 1, . I , I �. . . . I .: - � . . . I j -�,��"",-,`,/,�,"-"'�", 11, I � � �, I '' " ", ", """, 1, I �, , , I I 1,�,',, , I - � 'L�Lll :,- ,,�� - ,, � I .I . . Rio' . I ,Iul'. , " _44 , I I , " � , I ,,, I I 11 I I � 1, - ,� "I� , I - ,,, I , I I I � , , , ," � � -11 I I . : "I � ___ , I ,, - - ,�,,,, " '' , _ I 1, � SERVICE I I I � , -.4�, � , " .......�', � `� I 1� . 11 I """'"", �,R,�� I 11 K -_1_,,,, �,` ", I :1 ��`�, , 1'14�, . . , I -;�7S�t�',�—��e �� I I _ , `)` '4 "`_�"1'11"111 1�, ,. I I , , �. I I � - 'I . I ,!" _�,,,�,,,f,",4�,,�,,_,� DEPICTED IN THIS SITE PLAN REFLECTS '' I _ . - -1 "" � '' , I , I T""i�, �� 0, , 'd ,,,","'. �`,' 11" 41_��'11�', 111!��,� �-,"" ,,,,,,�,,,'��""","","",,��,,��� , ", I � jj, I �1, . JIZI`_",�Ji, I I 11, _ -1-1 1 4 ,�,�- �� _ I',, ,, ,. .: ,I ,��" '', I I I _�Ilt I - ,1� � .11 ,e- ' ,,,,,� �- ''�,;��,',��,',��',,,,',�,,�,�,,,�,,,- I � . , I �-;�",","',�',�N.'-2178424.9�','i,,,',,",,',,',-,,"','- ,',,�', ,I- , . . 4 1., �_ � I 11 : 1 4 1 1 �711 A _ . . _ . . _ I . � �, ,�i,� '1� THE MINIMUM PARKING REQUIRED BY I ,� I � . 1 2- 4' GATES , I I , I / , , , �,,,� I I , 11 , L " N J`�' I I . . I �� [ 1,� I � I � 11�I �::,: � � a ,: �',,�1,7�'i,,",,,� ;�,',.��,�,-�,: ,,,,,,�"-`��, I . . — . . —WE.F - — . 11 � 11 , ,__�l I , � � � � i I :E,� , I I ,.",'' , ,� ------- _�g$Q§§.Qi :� , , I , __111 -.1 I I I-���,I'11'1�I'I', ,I AND IS SUBJECT TO A DECISION I " I � . Is - "I I — . — � ��',,�:,��1�i,,��,�I"t" ",11 I I ��"ri, ''J"1111117 '" �,��11 DETENTION POND I : " , \� ,- � IG CDR __-1, � ., "I 4 , I I'��' -N- 2178Q056 � -4 I ONER "I I , I � ,,,,, CODE 11 j _', �� , N: 4 1 ���,; ��', . I I I I __�i�' ' ,", " I � 2 78425.4 "P ,,:� �11�4�' , , - _ . I I - .1 I '_'�. 'i I I I I , . ,%', It , ,�,," ". I , I'll - ., , I - 1 -1 �" , -7.�_ _� I . 2 wu_wt 1� . � �,,� :,, � �:,_ , �I � . , - " 111% I� , . -,,� -t R I 2' - , - I I ,", i,�_, , . - . I IN CASE NO. 16-2014-CA-7714 :528916, , � " , , � . . I I �� , _', 11? E::528916.67 � -", , " - - - - �'�' , , I 1� I , ;_,� "", ,`�,,�,�,�-��""�,,,�`, , , , u�, I __� ,� `��!JR�,-,,�q _ I _ ,�, N: 2178418.47 1 , -i" " - I I., 1P t� . 11� ��_ � I I I , � � �",',� . : . X I I- , '. � � � I � , -_11�-�11 I I " Id I . �_,�,,�!, ��`,�, ,�,, '' " ,� , ��N � � _ �n,1141� _" I , � I I T ____ , 11 "i.," ,I I E; 5 , . X , ,", � , . "I , ,: 2178412.80,'� , r "", "I I I'— � , * , 77777777U , � 1, 1- 1, � ,,E�, � I I , � � 4 1 .4 I ,o;i�,.kt-�',,,," I I . ; -;,t�",�'�,' .1 I`1, It', I �,.�� : !-" �, 1, I . I w,� I _ I . ,,,,1;,�"� t, I,� ��11 I . "7 ,, ,^ " , Af '7 "It,�, ,,, , I� I'. � �I 11 '. �,,:"' �!�,`%'�,�`,,�� �JV I 180 ';t, � . 61 1 :4� 1 , , , ,§ �,� __� * I PENDING IN THE CIRCUIT COURT, 4TH , 11 , I , I `,'�''_ I - I � - 1 ,2911044 ,:......_ I . - "I � 7��"",,""�1'1, .� t, �, . . . I , - 11 � I— ,,,�, ''"- I '' �, � I i I JUDICIAL CIRCUIT, DUVAL COUNTY, 1�� : ��, .� 'M""�, "-, , I". I N: 2178395.33 N: 2178396.00 N I � ,�I�,I I I I "I,,�,1!! , , I I ",'""' �' �;� I I A. ,� � �'� '1�1 I , I 11 1, . . I I . � 4 � ,,�, ,e, , "I 11 , I� , I I � -1, , __`1.... �� I I ",��,,,, 11 , k"M - 529169.32 � I 1, I ,"'�� :� DUMPSTER ENCLOSURE BLOCK ����,, ,,�� � . I � '1'1�1, �," I " , �� ,�, ,_,,� ;- M?-4v , _11: I . I -P, I� E. E: 529234.88 11 "I , ,,I - , � '' � - - �:I I - � WALLI WITH STUCCO TO MATCH ,,,I�"I � ,�,,,: � , , I .I .. . ,-, ��,� I � I ,� "I , �, ,�:,, 11", , . .'s 11... � , I --,o "I I "L FLORIDA AS TO THE NUMBER OF ' , " COLOR OF ADJACENTEBUILDINOt" """ 11 1� ,i, - �1,�; , , . ,� �, . I � , � . I I ,,� "�, I � , �� I I '' . ' I " I I I I— �:1'1'1��' � I 11 - " ,, I .1 " �1�"� ' "I I �',�� :_, I '-i, , - ,�,,� ��!'�""",' �� ' ' " I I I :o� '�: ,,11,�_ I ,1'� - I � .. , . ;1 '� "I �11 I I I I I I - (SEE ARCH PLANS)�� I -0, I� 1,�1� I RETAIL SALES 1� 14 �1, 1"�, I I I :�� � I PARKING SPACES TO WHICH ATLANTIC , I I � I . �, - ` � 6'- *' , :1 8 12"1 �;,�,�, " : ,24�',: ', T — X— X— X— X� i . MINI UM OF 6 1 1 1 �, 1� � 11 -77777777�� � . A. .� I -� . - I P I , , , ', - x %_ X— X �, I 11��,�:��,�� � I � . I I I I � I L * � "' " A ' -- 1_��141", 11':�,� I , ;,�,� N: ____� L - - _1 BEACH DINER IS ENTITLED UNDER ITS �� i,�, ,, I, . � �� - 17 11:� I I . : �`'� _,�,t,,!�:�:%�"" 2178380.28 , ", � I , I 1 6v400 S.F. , , ��' , 1�.� � I I E: 52912 .26 % - , I ""I'-1 -4 . ., _1j_ . I . �, - I ; I I 1 '�1111��, , �� " , , _____ �,";�' I , I.,w ,� _. I I I I : ,�,, ';�,,�,'' 11 I I �N: 2178382.80 ,r�, _____ ,," -1,,R11-1_111 N: 2178390.34 1 : 529258.5 1 1"I I �11�:, I I I A , I . " I "I I ,I I� . I I __ % , , , E: 529219.78 LEASE, AND IS SUBJECT TO I 4 B � , ' , ?� "�, I I I, , OLLARD (TYFrr) .. I� 7;;,',,��,,��,`,','!'��' ,,,,, �.1. I A"1,�1 1, C "I'll 'T, I'll- ',', , ", I 11 - . . : .� a I ��,,:, - - , "60 �` I , , , , I I 31, �_m - : ", � , , ��, I 11 - 11 ��,�,_�7 , , -, I , �,�, " I I I 1� I , I, , ,,,�,j,�(n . , , , , I ,,,�, � ", "', I ,;� , A -1 .111,16 � , I I:`,,," 7 . 11-, " # , I I I , . , I � OUTSIDE WALL -�2' I'd, " ,,, I I I 4�41!k 6 1 '. �:, I - - - I � 1. . I I ',,,',,"-"""""f,:;�3�����,'', � �� I w ,.- I�"�tl�4 � COR I , "I' "' 0,11111 1, �,%,," N: 2178400.14 �,',�,�,,,�� I 11 .1" 11 I '11, MODIFICATION AS REQUIRED BY THAT -,,� '' ,� , '.�j ,", __0 , , . . � .,�_ ru ,��,,'M,r �*� '9W I 11 � 4 , I , �, , I �. I e I I "'," , ,��� ;, ,� - I �", ''�:111,71��_ , � I'' ,:� .1 I - _�, I I � , I � I I 11 , "" ,�" �, _t�7111111"1410��,�,�,��""�"""��""",i,-; ( N I - I I'll � I '�,��!��, ' '," � ,� ' .I A ,,,,,� , I :" , �: �_ I %___ , i@ 'Ri"! "'e" DECISION. --1 1�11 I 11 1";�� � �� 11 I P, , . III " : ,�, I - / UILDING CORNER � : I,, . ,4. 1 ,I " . �___ �_ I", I I I " I '' I , � I I, � ,, "' - 1� " I ,� 11 , - I I� � -, I " ��,,�Kg,� :Z,A,�,,� ... �, I I ,�,,,,,,�x ,� ", . - 1, I I� 15$ 4/1;_ ., " I 11 I� I I ! -1�t",";111� , r " I I-' I ,,, �, I'll I . I ��,�11� I'll, '' ,� , " & ,z��,� � I I ,, /I , � �_", �', , , � � ;� I I� I I I , 9,\ ' - /. , I ,,,�iq�,,,.,,�,,,,, , ": ", A N: 2178365.2 , ; Cn , " , I � " I 11 1 — I I — , , � I :%�, , ) N ,�,I�ill� �,�'11 11""i, I ", 11 I 11 l� . . ,�3- - - � " : , 1, �%"N"If, R 111. __,_�_ � I , ,,�, 1!�I� I , � I �111,` I ;, .,; �, , r E: 52903t3.9 � � � � 11�,,'N, 2178360 1 r, I �11 I I� " ,�','��11;"I , ��' � : ,�, 1� ��111 I , , '-�fT `�77 . . " , � ,, T ' ,, I �, 1�111 I , ' L -11,1, I I � _ � . � 0 1 11 1-1 � WN I ,� �, I ,�i., �,,, � ,,," , I , 4:w . ,� .0 � , �" , � : ,�,,, `,",,-,' --,`7 � 1� 1, "I, I �I �, A: 21784,7,. . . ,1i I . I I I I V55 7 ;�,, !, ;',�,,,,,,,,�r�7,,,,',,,,,,�-�,�--l'�ll"�'�"""�� I ", I 1. ; I I I 11, . I I �11 I " I , ,�,,,,,�,i,E.- 52,RO57 _ :11 '' I ',�RR�1�1'11 j, '' I , � - ,� , 0, I-—�I I , ,� .47 , I I I " I mlll, � I �_ I . ,,,'�,� I I , I I I , , 1�, ..;�",-�,,�,���"-,:,.,���,'��""","",".:-;--""",", 11 , , � - 5_ 1 11 � - I " I � I 1. ILI . I I - " I , ., ' " , I i,,R I P,1.,, " - " 'il I I I . ,,,,.:I,I , � �",0110� , � : , E:Mg . . 4 �, 11"11-M,"15 ,, '�,, I � �, ,� I I I 91A? I � :a � . : " , 1.� � ,, 1 61 (a). NOTE: I I I 1��,,,,.'� , RIO' 0, .,,� , � � A N1, � I SEC. 24 1 1 1 1 ,,,, I 1�1 I I�,I'1� I-- �..._ " I I I -I I, :.,- .A, - . 1 118353.49 1 ,,�""��""","",",�"""�,,�:"�,��t � I I \ , I - I I .1 1 4 . �V,� . � � � . + �: 121 , 1, , -�' I :��l I . It 29007 � , 1,.I I �1: I I I :i� 14 . � , .9 , I I", I I I I ,�:�" _'�,Z� , ' ' ' ' 4 1 11 I - _ , N; 2178352.08 "t' 4 .. I I I I , I ," I L I e ��111 � "I -24" WHITE �, -N11, I - - 11 I , , , , I � . I I , �1 ; '', � I I ,,, -", � I STOP BAR; " � , I " " , �X,1, 1 I , I . � I � "528016 75 �� �� -, t,� I I . .. , [�_._ I . _�, 1-11 -�I 11 I I I�,,,- _-1 �. , I , I . � � ,�W- � , �77 7 -,:�, I I", - :, 1-1 .,4 . ,; � I I 11 I "I , I `�'1111' 11'1� I 7, 7�`,��,� 4' BEHIND ROW I ,' E 4 '.I., A . � , I 111'� "'" - � ,,, , : - ' __ I � I I - - � � , I __1r1%1 __71�11 = �, , ,�� I �, ��' I ;,,,;, : �', ,� �1,11,�,%1'1.1 ,,,, ?,�!w , � � -, , " ' ;�Tr� ,� , ,_,�'11'11�', -�,,'."'Ii: ,,,,,,,,,,'" � - "; C " - � A- -."- * ' ,�, � 11 � !�",?,,�,,� , ---I" � � ` 1 , " , , I I SEQUENCE ONSITE AND �11 , IT 7— �—, � '. 1. �",� ,�� :��1� , , ,�� _. , ::,�' � . I �, � I", I �� I— , , 1 1,112 . I. �, , , ,, 4 1 1 � , : , - I '_____7 77 R � 7 I 11 '. � I � . , A 1, I 7 , 'P., '. '. . '. � 'A I I I ���11 , ,I- I I :," I , "I" '11� 1, ,� I I �,,, 1 ", "I � ,I . �, I I , I : _ .41 . 1. 1 � I I I :� "�,�`,;� , � I . . �,�In; 2178 60.05 , ,:'.:: ,, ;_1� "i"�__,�_", 1 15' E/P �.�� . I . � , � I'- ", ''I "',, , � . : � 4 1 �, 'a I -j .I : R1 O' 11 I 11 11 I I , " ,:STRIPE I lb�,,O.C. \ . " I � I 41 I 1111��__ _ . -��� ,�,� � _ � �, 11 ,� , ., - 4��,I I . ;,,,N_.� 1. ,T_� 1 4�,7,� . � -1��4" ",-. � _ , � , li-777 11.1, I , I � I I � �� ;-1 " ,� I ; � )%, 11 I I I t- I ,,, I I �, 1, - � - �� , � _��t (TYP.-BOTH SIDES) . . -w--w�� j. -�1711._IiC 11 , ,, , , - I , ,� I �, .1 . , �_,", � _ iF�:=i.2 ,tl , ,: , �1111 '�, �' I 11 � , ", ",'��,� OFFSITE WORK SUCH THAT IT DOES NOT t�',, ' ' �'� �14 ,1�1 - , I � � I I I " , �,, , , �" I ,I . _. 11 I , 11'' - , � , I , w �,-1, "" _ ,� , I I I , _ , _ , ," , ,�,�,,"�� , ' '� - � , � �,� o,:,i�-�,,-�,4�",�':::". , ',�'�,,�� �,,�, ��'," I , � ,� " " '. � , ,� � , � , ` , ......� '' , '" -, , � � , I , � 'At " ,� , , � -, 1'� - , ," I _,4 I .,'I�,t 11 .1 I 1, , I '�",�, I , I 11 � I I I I . I �� , , "'' ,, ��� .I �,,�',�,'��% _777�e,7] � I � I , -, '" I - , " " �, ,,I�,� " , ,, , I I "I I I�I - � .I , , , I � I -��:�-� "_ , �, , I 11 I I I I;'14 Z I I . �,�, � � I , 11 I'll, , ,_ I I 11 - , � ,",- , ,� ,,'-� , -� ,, , , '�� 11�, � , _ '"' I I I '��,�;,�, ,� I 1� -11, — , , " �,� , _�� ,� �, , :,,��k"","-"',",,',� , I - , , , _,'' LLJ �_ , �,"" '' �, ' ' � _1 I I '�� ,,,'�!, �, ,J,� " � , , " , `, 'i,',-,,!',` "'' 111 ,i"", , " I 1��<1'1'11 I, ��111 , : , - - - , - � _1�1 �, � , �- I 1�,1'11� 1�- �,,,,����:_�, ,�, , "'!", I , , , �:,;:,�t,�,`:"'�� � ,_" , , ""'" , _ ,� " " I'll, I ;', I � '' , - , � ,�::,, " , �,___ DISRUPT EXISTING -B+YE* AND PARKING. 11-4 �., """" , I '' I I I I � , I I I �"" ,- I I ,�''.� . ,�',"_ -"" 'I',- 6,:-, � � ",_,�,,�� --77, I "' � �� Z, 1, " , � � - , �,� �� ,1� , , , - X,,�`9,1 ,��',-"-�',��, ,�,� ,��,e�-,��-�,� .,; - , " I "� '1� , , , ,�. - - ,,, ---,, ,,,- , ��,,,�,,,,�,�,:�':';,"�;,�, , � , _7 ,�,,;��i � , �';,-�,",5"','t-':��, , , I I li�, V�,,�_"`i, , 3, , _��, , , , , I I IAI'1111'11;'� I � � I I I �� , : �11, 11' ,-",:,'r-�� ;� �i-A,,-�� �_ , , , , I '4��111 �Iel`11 I I ,2 � '' , : , , , VIWA -1 I � � I , ,�'!,"; I_,�111 I'll_` , . , V , I ,:L�., ,� - - "',`-11-1" _,"" 77, __ , I '' , 4 � !,",,,,�,:,i', J:,,, ���,,�_ "". , ,�� 1, , ,,,N-,, "", , "It � �, " " - _ - ___________ ___ All' __ �, ,��;], � i , ,,,, , I 1 ,','�, - -0,�;��"',`,�,�"',y� ., I I - I I , ,��i�, �%,, , I ,,,f 11 ' ' " , , , ,, I I � , I �,_,�I.... � I I � 4,4, ,I"""' - " I -1 , ,�_t�',',I�ell�","` I I ,:�,�', I . I I �,�"-, I" I - "I I 11 2 1��,I , I I i I ��'�' " , . 1, .Spill S4 0, 11� z,�, � �, V -,''- � ,,�,,`2 ", I :. I - I I I ,- , ,��, I I I'll I I 1. , - � I 1, _11 ,�:,FL ",, ,�,, '!��,- --'. ", I'll � - , ,, I ,-, 1," I I "I > �_, I. ,�", � 11 , " 1. �,1, I I , , "'^" , - 1 - ` " I I :, I ,, ", ) 1�r 11 �� I- t� � ... 1� 11 . "I" I I I � . , � I � "I 9 . '�,-",�"-,?_%'�,� . 1 ,4, �,�, I"' I �,,,�, ""',,,",, , ,� ;,��_I , �,, :., "' 1, 1. I, I,,,�,�� � ,,nT ", ,__r" , , 1:1 4111�_' "' -��: I ,�, , ,� I - I �,,�, I _:; z� , _ , , "IF,, � � _�'�, ,* - I , - :, " �� '' I I ��,:l �'', , I :1 i, I "' I '10�� ,, 111-1- 0 � , ,�'i_,";, ,�11 I'll ,�'," ", ? , , , . �_, I""',.. I I I � ;�� 1, ,3 , " , __ , _ 11 1111`1�11111_1 11" 11 � �_� , '_ , ,� " ,*" , ", , , ! ___�_ , � "' , --------, , 1:pt,� , -111,11, )CS.".��6`� �, '' �J", I �� �� ,--,�,,,-�,\"'""'�",�,�"".-""-,�, " I 111",'IIIIIIIII_�`1_11 _ ,� 11-11,1111 ��:, "�,,,,,,,, ,,,� , , ",, ___ �t - - , _,". _',',� � =,;" "',i,� '." , ", � � 'I �,;; 1". ,'_ �", ,", ", ,716'� , �,�,,-1 � 1, I ii - ,. � '_7 , �:�:�',��,,�,' �', ,e I "I., "I"� ,,�,� " �, _�,',,,',,'��,, ''; . ' ' I ) Q_ I : �_� ),�,',,�,�,� 1J, , , ,�:w I 4;1� - I , " �, , �� ,-,,' ' I I_- 4 ", I ''I I 11, . ; � : I �.-,� Z � �k I kr I - , ,I __ : ',,I�� '., I I � I � rr . 11 I �, - �, �� - �, I I , , I I I � � .� I . I, ., I"': . � I �'1111 1 'A I' ll "I ', �' �, � I "I' ll, ,I, I 11. 1 �� I 11:�,::�,, ,,� " 1 C3 X . -, � _, , 1'�� '1'1",�� I I I I ,;�, �al,I � , I I 'cj 'I " 11 11 ,� - I - ,"", , , '' e_ , � � �, - 1;� 1. ,; ;, , , ,� , , - � ;�� , , I��_ , " I , I - I "' " , , , ", �',t �",� . I : � 9 I , I " , , ;1 �' A I _� �, ,�,��:"",,� 1- � I"',"Z I ,� ""I,",", ,�, ! , I '' � . '14� I' ' I I I I I �, ;,, "I ;; , I , � , '' , , :�114�"�1411_ �, I ,,�,,,- � " , , ,,,, �, , - 11, 11 '� 1 4 � , ��", -� �� ../ � ,:,:, , I I : - �� I ��e_111 i�� I: : �,;�, "', '�--r ,' ' '' ,��_�, , �,�, '11, I ",I � � �'� " - . "-1`4 .�,4" -1" R1 5�' 1 � � I ,�� I - - 11 I'll � '1�1�1,� I � �, ,4,,,'�, ,f�,1,,:I� i�� � ", I " I 11�.- � 11: ,��,I I : , :' 61 ,�1111 I . �, I � I . . - - - - ,,, I I , ,;��.�'' 4 - , , 'I I Z . I I I . 4 .... I, I I I 11� . . I I I � I I I ��,�11 �i--% .�_, � � I I I ,I le 1 P440 2 11=4y 111001JINPA E: 5 8872.56 ,:1 11 I . I " I 11 � � .� � . I - . I I 'I . � ,�j A., . .� 1� , . I '. .,. � 41' 1 4� 1, I I I I I I 1, I � � ,�, ,;� , � 1, 11 1, I I I I I , 1, , �..... ,,,� ,'. ; 4,1 . = - q , , � ,j. . . 4 � ,4.'- � .. 14 , , . I I 11 ,,,, I I 1, I I'll 11 1, I I "1 11 I I I 11 :�, 1 1,4 2 � ��, � I � : 'y I �� , , .1 -, I - el 1, � ,� . I I I I I ''I 1. I'll, "'' _���::,��,,�, :: I I I Z ,I P I �' _ 1. I � I I '.-4� _ ", -,�, ,,a' .. , I . I I I � 16,14 - Ill, ' ' I I I �, I �_ � .: I'' 11 : I 1 -6, '10F � 0 ! . I , �1, .4, A" , , , :;-4 ,.� .:� . , . . 111 � �I I� � I FrE-0.02 -Ill": 1 . , , 41 1 1 1 , , , � , , , I I I 11 11, . I I - �''. 11 , � I ;, ,I - I � -_.-'I-,-.- 4i'_- , � . , �, 11 I � I � .11 I � . .1.11,11, I I I� ,,,�, I'll I I , . . , �; ,I . '-,. . . , , - - , A , I , . I � I I I � � " I ,� - I I I 1 :1 "I , , � , I 1 -7 � I I . 1� . "I , : -� a ". '' I _; '' I I F- . , , , 11 � '� I, 1 7,; , - - I � � I - V I � . "� "" Id. 4 � . -1 1� I ,� I � < 8 LEGEND FUELING TAN A , A " , . .1 ' ' . . .. 1 4" 1 4 1 � . � A ,: ,� I �. . . , , . I I I I I , -,�,, " � " � � Q,I KS � � , 1� A I . , . � , , I 1 . I .1 . . ,.;I . . . 11, I � . I ';�. 11 , I I I .1 14- - � , 8 1 1 .. . ej 4 1 , A � 4 �. ' 'I Y I I 4:4, , � ��� - I �41 _.. I . - ___� - - "., ,, , ' ' All, I ',�, I I I I I � .I . 1 - 14 1 > C. ., . . � "I , I 1� I ". I I I � I 11 I I 11� ::�, " _,, - I I I .1 e I I ��� ------V -4 '. *4 A - 4 �.. 1.11 , . ... ',�_�,'' "I I � - I I 11 I I � � '1�1, I ) `0 I . '! � , j,�. �;, , :�'� I � 11 1 :�',0 1-1 I . , a "i I I. 4, , " - 1�' '. 11 11 _ I I 1 31 PVC ��. a? I (SEE PETROLEUM . I I 7N: i , , . � = ---7-----�' -7*"—. -7--i - 7-' . , A I, ,� I . 4 "I I. I I �� ,:�� I I I �, ., : I I I , . I I I I I I ., '4�,� � , . , 11: , ,; PLANS FOR DETAILS I , �, I . ', � "; , 4. . I .1 , . I � , 1',4 w , , A , , . . ,g _4 LN: 2178322.66 1 � I �_11� 1�� I I , � , -9 _j I , , 14, I � .. . I , .� . I . ��t , , A � ,, . . . . " 4 . � . I I 11 I I ' � I' 1�� '' ' � �� , I all g a I � , , . I,) , '. I'' , , I , 13 4 , ,11 I � I I .. , , , �� � , " I PROPERTY BOUNDARY I . 14 � � , I 1, . , I- I I , , , . 1 I , I 1. : I 1 1. � ",_ 9u DATE : JULY, 201 5 11 I ILA--- - --- --.------ ,* " 4 � . � . . : I 7�1. .� ,4 , 4 4' 4� 1, I I . 1'� E ) , :" 7.83 , , :'11 - j , I In - — - - — ; I I I AND LAYOUT) 1. , �, I '. . �', �. , V �' 4" I .. , ,,, I I I I �_ > � -1 :,I.� ��. � ,1�"I",- I , � I , t , I'', I I . 4 � , . I I - - . .. ': 4,__1 , $- -, . I I I . . I -, ,4 � _77._. . I ,,,, lr� I ' ' I I � I 0 . I .I . I �. Ij . - . I "I . . A I A I . �11 , , I I Z I I - 17--- ---71 4 - /, . , � , I , �, I RI-I 0 F__ , �T�_ ___�W__ a I , " � I 1, I I I I I - - - - � I .. I I - , ", I , .I . . , " 4 14 . . .. . " . � . ., I , �4 1 '. . � "'Ill I . 111 � (1) � � -1 I - ` - � W I I 'gj , I , . . I . I I ,- - , ,, � I 11 I I � � -1 I I_ .1 �5 '4 . ,"'. , � 4 . . � 14 - . . I . - - � - I 1 I _______1 � I ., 4,1. I .. I . 'd , I .4 I-" - - _,r7-4_' , , ,,-'- � - - - -_ - - _9- -2. - -- - - - , , I - 4 pROJECTNO. : 114001.01 1. ,14 . , ,�,'�'� - ,-A - I I , , I 'r , " ��., � ��, � I I I � 1 .36"X36" - - -_ .- __ 'v- -, �7,=,� . . I.- - - ---IT- - � . 11, T", -� 11,,t �, I I I ,�", I 11 _ I �, I , � I - , I I I --y .- '. . , � . . , . I I ; 2178313.94 . �_�_ I I �� � 1% "I "I :0,.,- , , � " , I ,,1 '. , I .". � . . 4 . ._4 . � � I I ,,J'� . I _ 11 ., I I ,�__1r. , ASPHALT/GATE PARKING . . 4 � . � �' ,,, I A." I . � . .1 1. � � .. 4 j, , . ;k , � � I. . . 11 A, . . I . , , , 1,�',� � ,�' "X,, � 0.1 � I 'I . , �� ,,� r', -, I " -,",..... !� 'I, ,4 , . I '`14 ,�','," ,�,, _���:, , ,, :��, '"I"', I � � , ,--- _4�_, <1 V , , , , ' ' . % " . 14; A , � . , . � . 1 4 .. .. 14 :� " I I , I r E: 529129.12 : _ , � ," , I ��I : 529259. , � - , , , a , , ,�' � I . .4 I " " Y- DESIGNED By : J B D '�,��_ �"' � : , gW 1 4 . '' ,'� I I � ,'�", " ;� "Im� ;;; I I 1_��:11'1 ."I., . , , 11 _ I I , `1 "I fil '11"'l- , - L--- .,'__:--,4-�j. ,", , , 'je,, � . �. A I .. �11 : *''q ��,� , : � " I I I I I I � H,"', `�, =� - 1 4 , 4, :d - ,� , a - ,- , , , I .4. . ' ' � - . ., . .e" . , .. ., I I A , , 11 I ,�, '.,�. . a � ' ' , � , , - -,/�, ,4 , 1 4 j. , " i, ,11, ,. L I 11"x"111 I "I' � , .- � . 11 I . " , --- ,---:I I 11 , 1 4 1 1 1 , el 14 .1 , , I � , w4. , :4 � 1* 4 -.C3� , . �4 ,1�_ .4�,. , .9. � :��� .I I ' ' �'," � 11111-Y 1111,1144 �, '% . 1, ..,;-1-,1 . I I - ..I;j ., I 'Cl. ,4' . I 1, � � - 4 , I ,'��"',"� �` I I , ��, , 1,1, , - 1,11 a 1, I ",�� . - - '�' 3 WOOD FRAME � , 191. I I 1, , , , I ,,, - ; , � A ' -�n- �111,',,,� I By : DPT '!� 1 41" � . . , 14 � , 4, "I � N, � I . _. � 1% , , , , ,h , .. . , _ , 4' 4 " I I I �. _ � �-"_ , - " C3 . �, -4 ,24' ' � .', i,� . .. . ,4 �, I , . , � . . . . � ?,.4 � .� , .�.c2e.'' 'A , I . I , i E ., I Id w�=. . 4 1 1 I .a I I ,_1- � ,� I 11 � 11 I �, ,. , ,w 14� ,., , ,, 4, . I . I I 1,I t, �i, 11 1 �_11,71 01, t,I III,� 1,I N �,.' " MAWN 1� 'A , _. , " . 14 . � �.4 I 11 'I � � . "' , ,- , . ,'t,,'� , � %-j � . 4 , . � , , , , � � - � . I 1, � " ., , B, ..,� "I , ,, 11, I 6 , , , , . 14 . , 'I" � , :,r�,1�," � . � . I � �, 5 - I � .1 � , , , 4- , 4 �, � , � , , , , 1� I :61 * I . I - I . � ,, I �I,, -1,6) , It ,4 � I'" � _ 4 1 - : - " I , �p " A , . -4 : I—. �,'�__ � "" L11 ["a CONCRETE/GATE PARKING . I I - -� , , � , I 11 I I 'K? , I : 4 � . , A . �. � I I I ,.1 � �n ", . 1 4 � , , I F ( .� , . 1. , , ,� I I � , .. , . 5, - , � . . � 4 I � . �:' �` I 1, k 4 �fl. 4 . I , .� ' w I 'I 4M.�: I'd�d 4�,t, . . 1$ . 1 . I ' e , .9 ." 1'1,� , � I 11 � FFE=8.40 y �I 9:_ - I , I . . . , . POTENTIAL SIGN , ,*I,, , I - :9 0 114. � �. , 0 ''. , , , I .� :00,� "I' : , . . 4 -,': � . n I , \ . - 38' ' I 1, . I I 4 I I � I ocl.� �. ��,.Cp,4 4W , � , I 11� , ,AJ,,-, � I ,I I . , '. , - I "N:,217�*. 61 I� I � , I � I ,,� 4 , * , , ,.P. d" . .9p..-4 1 � � I � ': , 1, , , _ ,'" : �:�,:,� , I I 11, ,"�g `-I '�m',g LOCATION � .M. ,," . , , I � � I I I 'I , . :,4� ' 4' . � I . '4� 4 , " I — I ,I � ,,� ,,,,�g I" — — __:,��, ,"' , E: 528860.90 ' ' , � � 4 � . I 'd �� 11 I I I I , n. 3: , 11 i , � , - - , . , . . ,. , A . �� I , "" (n I � SCALE : E _ ___ _! , , I . I 4 . 'j, ., 11 . 11 . �, 1, I � A a . . , 4. , 1 , � I . I :, I �: , :I "', � "q ;� ` I I I 14 - . �, , I I � , I ,,"'? " 5 � 11 , -_ I I , �. . lq� � A , I .I . 1 I , I -4 , , - 11 , ,;,�- I 0 I HEIGHT= I O' �,��. � I . I . , � " 11 � . � "3" " 'i "4 '4 .. , . . , � , , I A* I i . � , I I I -11" A,� � ". � - I", I � � I'll, I , , I - 1, I e-', -�_ ^I, , 4 1 �' � , :," '.,, I I I � . I , 14 . . .1 � , el, I . I . � , �, , ,�,I , I I I I " , �1� ,I el� 111111'i'�4 `W'11-,e�NIVI'111i,: �E'��',, I ��" 0 -1 I -__1 41 ,A I � ��,j - , 4 1 1 1 . �, . �I � A 4, 3', � 4, . Is � . 1 14 . . , I .. � . � _ 4 4 " � I I I 14 .. A, 4 -1. �I , �_ "', I� 11 I % i�",,,,,,,5 ... I , Z , I ASPHALT/DINER PARKING --� . . 4 14 - � . : � , ' , I SF I '. I . , I , � , . I I . ,� I 11 �,,� I, I'll "I'll" 11� -f I .- � 11� : . 5 � . , . .I 1� � - I 'd A - " I , I - I , . . 1 4�: 4 4' :, � ,4 ' ' . . , I "I I � , .RJ5i - 11 , , , '. . .. , � . � I 1� , I Id . 4 11 I . �, �'i "I . "'- 0 � 78277. - ' ,iv A , 'I, , I . I "-Y , " , �,q & , �: :"i �, . 11 , 111 , d 11" ;, "" '' � � , I�� �,` "'q'e I ,I No. Date Revtolon 0 100 , _w N: ,21 ' ' : 528893.48 I , "� , . , ,� . , ,- -= - - � - - - -I '-"--- 7- - -' `�,: " I ,, 11'1""� 1\ I ;4 , I - = ,�, . 11 I � - � , , -4 11�',�'' " , � , 1. 77-74-1 .. a 11 - ,,,�-��- __ - - - - - = ��- - 1 .'-'4,- 1 !� . " ,,,,%zt , , ti _� 1�_ -1 'r . A .: � _ , '. , 4 , I , I . I . I " ,, ,�,,"14 , ,� � 8863.,95" 1 . ; . � . . I . " 1, � I . ,"i � I , �,�, _`I L-- E: 52 , ,�� ., ,4 'V .A- � -4 . � :4, -Z " t", , -4, � ,4 , � � �, I . , I, , . I I i�,, `� 1� F � -4 1 . 14 . �;, �Al� , , �_ '. -4 14 �t I - I ? . . . "% I I I I . �41 It I I 11 � . I I , I I I - I I , L - I I � � ", I � , I � I I �� I Z. '' 1, -, , � L, !"'y", �," , ' L ,�;,,�,,e?i �P,\ I ", , �- A,, , - '4, 4 , 11 . . I _,��,'�,"�',�'�,�'�"", �"Z�114�i� �L���;�f'L","�',`,�_-_"., ': I 106 CONCRETE - I . . I . �, I 4- T__, I],�, ., �,- ". .I , ,�% ��w ,I , - — I , I L -�,�`�"""�'��,;" �",,,,�",, '?, , '' ,�, IL L�1, I . I � I I !. I I I L "I, ��Z:� � ;,� , I I 11 - - I' ll ", I � 11 1.�' , I '11 ��,� _ - , � :''",.�l,,�,,,�";",���,,,,.,'�"!",��!�,,,�,,'�,-�",� �,�. , I . 11 I 1. I 1, � I I L �_11 ,,,, ,�' I I ; , ��,�" '�,L��,,''N 'L�,� I L I � :' L I I il��, , �11 I I I I,— .1 "I I I . 1, , I . � -�, "', �'� ��' ': 11 11 -178 ,�� �,',�,�', �'- � I I I ", � , _ ;,�, L , "'�`/.'�'�,���'��'�L�',",` - �,L"",,�,�,�' 4,1,,,��, " "����, �,�,��, 32.5' 1 N, �"I I � I I . I I; 1, �, , "!f !� � -�,,,',,��,�,,,,,,-,",�.'-,,',',�,--,��,���j�',,:," � . 11 I I I , - 'L"' I '� I ��",'��'�." ,_ , " ":,,��_ L�,,,,'��,�' _ '� � L I L ;, �"; " I (_111�14(11RI�T'E �,�11,10 11-d0A ,,,',�., I "�.��l"!""�'ll"�,��'�,�,-"�""II:� , �,,��`,",""�,,,�,,,,�,,�:�;��':�,���� __ �'�,� 1��, _' L' -,z��11111_�� n"., ,i�� I �-��,,,,,W-�',,, :"��,�"-"l,`,,�, � -111, """ I �W,, '_ , , , ,, ", 1� ' ,,,�,f 'I,_,_ �I ,� ,,,, � , "I, " I I I I � � " ��'tL�',_!',"'�,`:� , ' - � i L ,� ,L, , 1_8 , ,� ,�", 8 , , , �` - ': , - - �, " ,�� '. ,�_:,� �" ' ' ,�`-� I. '. _, ,L',,, � - . 2 " �,,%� � ,��' ': ,���i'� , _""_ , , ,_ .'� L L, , 1. I L I 'L " 11, I I _'�' , " , I I I " , , ......I I _ "I , 1, ._, _� I I I _� � �: ,1:I 1,111,� � L I I I _ '���' �:`� t. " � ' I ' ---11111 11 11 I I ":�_� : - �,11� ''I 11w l-, - - - 1\ RI 5' ,� � L I I I I � �,,, , _ ,- ��i-, ,-, " __ _�_ " L , I ," � -1 "ll" L� �::"! I , - _ � '' .L, . I � ' L, , , ,�:,� __?, ,�� I 11 1-1 . I _ �, 11 L , . 11 - 1, I'll - , 1: ,�,,, , ., I "" " , ,o�l�,,- � � _'.j I�,�'' � I 1. dais I L 88' ,I I I I i'��'_':�, _,',��,'��' �' 'L:'! �'�,;i�L ,, ", ' , ", , - "I I I�-- '1111" , _fff — I I I !� "I L � ,��" __ � - ' ' - I ; dole 11-�-- , _1111 I , _ " , — I ��i��� ,,�L� 7!359n ,��'"""""," �, , I :: I 1, I I,�,;,"';i5"'L"',"t"', _1`1 I, I :�, r�,� %� I_� ,,��' _ __��` L ,'�', - " L , - 1!� _ , "'' ' - 11 11 I 1� I ��L�,,14 ��, . I. I I— � . ,,,I I .� """;,'��,!, 11 P , "I ,7� 1 �! �, _:�L�',',%��-'"� , 'I'-_ ,:�;�,,�_.,,�, 11 .� t��t , 11" ��. "' I I I I , , -1 I I I I -- L ---- �, - � � , �� s"", " ,� '� � I I- I -, �':_ �,�� _ ,_ �? ", _ , �,,,_ ,, �__�_ ", , I ki� '__""' L - � "I' - L ,� .1 �� , L"�, !� I . i_ � I 1,L),�' I 'L ,,, L� ,- - � �.q 1� �� ,e-"��L _��, '' ,`,�O"'`,`�'t��,`�� "I RI -1'� , "", ,,:� �� ,1��i - , ", , LLL 'j, ''" _ , - , ,��L e,�,,g,� _17�_ _�,�', I,,, , . :_ L 1. L I - ` ,,, -,� , ,�, ,�7-�,,,� , , `,,�, , �� ;�,� � _— ,�,�__ �, �r. ,�� - �': 11 N �S I ...�, _� � I � , - _', I,�,�", "I I i ", , __, , k, ", " , , __" _., ,,,� "", "�,�,,4,`,�,� ,,,,, ,�,�,,, """", I , �,,:�,�-", :�,-�,,��", - I;, , , 111111"�141; , ,� ; - � ' ` z , ",� �,,, _�'r'� � �,, ,�� ��_ ��,, � ,?,� , -�,,�� ' ' , I L I '��L���'";",� ;�"_,�",.",t , , �� , - - 0 1 � , "�t ,'�,, ,,I�, , - ,__ �' I �1'1 71 DETECTABLE WARNING ,,,,, �, �, 'j"LLL ", "I ,�I�T��'_�,�,'1 ,�-"�� ,�ri�, ,' '` �'��"� I _`r' i , _ ' ' ,� 1,,�,27 I I , "' L I , - , � _` ", " , , , ,'�,,�,p�� ","", , , nS";�"" , , " ��,,� R� �� � � � � 11 I �� " � 1'Aq_'.q"", �L `i"�,] , " 2178Z 7 1� : 8255.77 / 1�I'll',, 'L , ,Z�,"" ��" �', !� 6,0�' "".1", 1,-�;,11,11, I I , �e I �" L � ; , , '_ - ""' ,_�, " el , �; �,�y� �"��_��; 1�11' ," ,:, - I N , , "'ZW I I 11 _ ,�11� " 11 I- W 11, -, " -�,""'R'i,?""""',-�,',�,t','�,;,?,',"'' """ ' I �,�R , , �4,"""",z :,,`,�'.�_ L L, , " .... ] ' "",� ��\ r_,�_ , _ I , - """_'_'_' " _ � "I .1 ,�'_ � _�,�-,,,, " �:�'� '� ��.I " � : 528915.64 - �,:�_,_ I I 11 I 0 � ,� , , '� , " IL��E: 529153. 6 I COVERED CONC 11 - I , , I .1 �, " , I",� ,� , , ,,, "L L �"�, _'�� I 1, I I I I I .I I I I �11 I -,- L �,_� , L I I :�,i � ,I , L, 11 I'' �,',�,� ,!i�"' I " , ,� 1 ::� " - :� , '�'�'�_,_!" I , , L I", I LOADING ZONE cl� - ` " T �,�, � ��,� , _, _ � L �,,, ,�-��,��- , , �L Al . L I \1 - -' , - ,�_ ", - I ,,, ,� , "�',� � , ,�R_', �j" � . " :: 11� . " '_ - ' , ��'- ` ,�W1 �, ,, 1, ,� , , rN: 21782 , �' , , " , , `�i�`,","-,�, , , ', ' C ,,D, E __, �� I ,"��, , , �L�� --------------��: 7,� "�7 , , -�! `,77777'tl�', ,111"I" , 1115,9J "u', � 10, Ir , , 77 :,7,7,�T�,L�,,:�, , , , :,1,`i __ _, �;,��M�1,-�', I ,�2L__ N -1 �, " " " -�, ', _ I ,,��I,',,�`,',,��',',,,6,1',� �-, -, , - , ,, ,,, !, - -, , -, J,, IT MRIUA!1,q,�,�A'YNP,,_N ,� ��,�',',", t"', , :�,, ",,�,,�."" - J-�""",,,:, �, ,�_ ��"` "L`- ; ' ' ' ,-,.,y T L '' ,."�I I 1� \ i' ""/,", " , " ", , �� �P�T ,,� �, , , _ "� ' I , , , -7 1 �%L� ,i ���,� ,�, .... � L , I 1:_ , U � , , , ,L 1, � I � , 36 36" : ,:I �_�il`�,�'";`�`,L, , I :t, -��:, _- 11!`��",,�:�i�,`�,�,, , � , , ; 71 1 ,Y", " L" , �� "�, � , I - , ,� 1'11�' , , , i , ,� ��, � �,,,,,,, ��:.�.''"' L, I 1 . I I , 11 I '' �, _ I I . �, , I 11 I a"j.", 6��'A 1, I L I I I I � , -,'. -, 1� I — ,1, , " 'L I L 1, -1 �,�� 11 I I��', I - -----Jl 4-1 � �11 'C'.' � � �"",���,�, - , � ��:�� 24" 1- I I I ,� -a ��,� 1*1, I " I I I 1 57 F-\ - I". I I -V, I I 0 :, �"�' - .1 �11L :,,1,,-, - I I \ I _N. i'178M.93 , , mlil.'11'12�tLL N ""l-",-��,�'t�,�,,��,�" : 0 N: 2178244 1 . .1 I - I I 1:11 I -1 1 528864'42"'� ,, E]_��, dA 0 (�.,1,pj,axi,,,,'I) . �,I I \ I '-' , '" � I �, - PX Mth!L Aiffl, cluixt 01rv;kr,2i,,,1 bj,sx, ", L � I I I L I I , I L 1 .4 1 1 I R- r I I I E: 528846* L I., I I �, :" I I �� I \ CURB & GUTTER I ��11'1'�Ie, �,,'4,,�. �, '1� :, I 1�",`_`,� ,__ , L �"`"L�, � 1�:: ItIf Ad� HAL), PAIIIA11111114G LOr R12' "i',',_,�,�,?�"' , , I Mw I= = mm� M M11 I'd, ,� , __ __ 'L, - , I 00 = M .L:L� I w no'',�� r lt)� I . , I ,,, ,� ,�I : I � ,,� � � %1�1110%�111 _,',,;�',� 1:-, _t',,'..',",,�� , :,: . -� M = MEMOMMOMM M = MININEEMORM M , , - ROPERTY CORNER] 0) ,��P, I/ M M � mommusaww" " I " ��,,, '�L , , , M �� 11, " - 3: _____�e _........_ I :,M"'L, ���,___________ - - M owwwww i "I'll "�I;: ',�' I . 11 0 , , __ , -1 '' ��' �"�"' �` OCIIIVI 11'11�1.,X111 7�17_77r"M" : 2 7 2 7. 2 , 11 I . I 11, !"w'- ': , ' ' L ' , Ilk, , , "' , __ _L: -STREET PARKING ,�t �7, - 11 I '/' L ...... 1% , �', .- 1� "t��) " � 3011 "p , 1�"�4. - _,____`i_-____,_,__ 4: 2178248.62 _1� ___ , ' LL _ 6 io�� -, , " " 7 . . . . L"", \ �� ON , - ...�,�, __,�", o . - _%,__1___,_Xt ,r_ . . 11,� , � " � - % - r----\______,_,_"____-__ . . __'4--'_ 1 , N CONC TwK - 529246-53 � n", �"�_ � —, . Ljj I 11 j ___ ��, 1, I., .- "� q . � .. - - I. � - 41 .. .. ju a swe* �74 - .' 0 5.4c DRIVE C01H1101 D"11111" I / F_ ________'___ , , _ V*�,,. /. .. .:. .. . . " '. I, '.'. . '.... 4 .A . .. - . q.-- I. E:-529 9.85 g,C 'jr'. �'1111.7__-"',, / - % - ______WU_1___K __ I ____________ .LZ, I ,��.J, ,�',�j,j=_� ,_ _'' --Ir ___-_ L1M___UW lil 'I_______,_ __ _____ �% --_"'_'_--- a ___1 IAI� [ , . , . ui=,=_L��l t � `� I&O ah1f, 1111%7X ; I � � '. . = I r- 1� o-- _',� COUNT ,7§�Z#26 C-041C 351iliX -__-11_1___-_ Y_11111,1='g.,�: — , N � , /-J -4� , , , , , V) 528850.35 Ct�111!c IlAt"F \ I - —,-,---,--,.�-�-----,--"-------. A ' _... —U0__--W1,1.--,fj,��----_w,b--_114_Z1_1___1,,,,�— . q - - B_1Pj_iF&b1_1_�111_j1 I , I'll. ' I , I k" ---3, 4�—rW-- '.0d, C( r,S,LM_:_- — ==1=_Z1==1=__1 I 1",-',,�=���,,�'=,-�;��-Z--=--Z,,",',,-=,�......=,-===-'�','==,===�"",",;:���','�"=---'====-- ........� -1-1-- M _111==I�� . � _____�, ____U.A 1____r�1_'14"�__'_', -'--L---t-4w------,---,i�;�,,�'�X�,--,-,-",-�-,iI - __.,___,M,M____K##j I — 6 ,____aA;____11'1'11j_ .11.111111 , — ___10A� I , ", I—. ___ __------�—,�--.--,---,----�,--,�---�,-,.--- 1-1 � iV,- INWI-1- 11 14 ,;- "�L__1____1_1__.__1 I ,'==11 ==_r-_-1 __Z�k___ --,—_____________________ - - _ —,-,- _.- ,,�� - _ , - __", ----�,------�,---,��----,--,-�----,-�-�--"I � - 1_,_X,4____7_,�, , � __-.-_-1 ro — --1 I _ ,, L, - ___ ,_ __ __ ______ _ -.-, -1 ::f, 'I-----.,-,.---- ________,___ __.___ _� , - _ __ 1. _____- __-1______ k1l), I�.,��, (W-I T 7 9 T4 7.10) I-j.I 0 4 _ � � J,� N; 2178233.16 ,,R- I � . � I I 0 �� Iff 8230.29 : 7 . "Ql!&5vi � I . L I �,�f N: 2 100 i - �t V 1-ION4 CAIWI;�_ 1 138 1 E: 529127.34 1 .- 5 9153.79 1 1. .- I E: 528848.70 . \_R13.5' E/P I 1&1�174,21 NOTES: I - I - . TM DRAVVM NOT F93-EASM FOR I-, i� ��rSPHALT TIE TO EXISTING DRIVEWAY (TYP.) 1-- 24" WHITE STOP BAR; � 1. DETECTABLE WARNING MUST MEET CH. 11 OF FLORIDA BUILDING CODE & THE 0ONSTRUC7M LKESS 80 NOTM Z 24" WHITE STOP BAR; AMERICANS WITH DISABILITIES ACT. EXPOSED AGGREGATE RIVER ROCK WITH EUCLID AWVE Lij 4' BEHIND ROW .1 SUPER CLEAR DIAMOND 11 SEALER. (TYP. ON SITE). ry 4' BEHIND ROW ------_______1 - " 0� MPHALT . AT , NTIC BOULEVARD E D =,--'--,----",---.,---,--�—�--,—,-�-�----- - _,__._,__, =_=,� Z, �7 2. ALL STRIPING WITHIN THE PUBLIC R/W SHALL 13E 6" WIDE THERMOPLASTIC SHEET 7TnE __ ��_:_",,z ---,--. - "_=_ _____ , I . U -=:-_===_� `-� :� " 1111'_Zz___�� UNLESS OTHERWISE NOTED. ONSITE STRIPING MAY BE PAINTED. ====_-===1 ___ 11" (1W ROW) _-_,___7=_::, ,= =...�_ - ____z__'_ _,M� �i -,Zzz. __�', � , r) --- _, _.11� 1, I== CIURO __�,�"Z,=,::::, _ '7__ n - �,�. - __�_ W_1&1 _ 3. FEMA FIRM PANEL 12031CO409H, FLOOD ZONE X. ,'___,_'__-`:, -,::,-== , < �, __ - ;�;���� 1._Zt��,_7_,,, _". ,=,:- = - _ , .. _____- 11t, I U, - `:, ,_ - - - -,----==,��"=, - . rA �S`1113 1��L 1,10 � - _�,:, UL 11 __ I -1 . ________ I I-, EP _-______1_ =;;�:7,__= '.-,--- 4. GUTTER PAN SHALL SLOPE IN SAME DIRECTION AS THE ADJACENT _______________,__. _______ L __ __ 1. , � I--,,------ 11 'LLL � f�` .95 -,,i-.==-=,=--:,�.---=========�===��---- I L _ fGA ASPHALT. ______________1-_--1---11-��t�=,,-,,,---=--,=�-,,==""",-,---- -F � IN9 ii-4,13 : ---_______.'_,1____- I -_ SITE LAYOUT U INV S-312 I'll 1 , J10 -,.",�,---,�.i�,==.,-"",�-,,,�-�,-'-,-��,� -----t,- --,-----�--�,-,�,----------,-",-,-,--�-"-- '19-�1_i;21i2�2E-L'_', � -_ .------- - ___ < I — 11111==..... I 0 . L",-_�jj,��'�, _______ ___ --=.=- 7_ . 1, - 5. FOR GENERAL NOTES AND AS-BUILT REQUIREMENTS SEE SHEET CI.O. Ljj " --- ::::i �� --=,-_ -----"-' M CRASIS ie$1_440 vl�`11 I ...��='='='� 1:��5----_-,��:�_-:-_-,-_---5 __� 6. SEE ARCHITECTURAL PLANS FOR EXACT BUILDING LAYOUT. PLAN , L , 0 - — - �,_ 1-1 , ,, - -,--.-- _____�-_---_===1=__= __L__- I— ,Z": ____�_ __, ___:��,___ _----- ___.___ �:7 __ _____,.______,____ __ =�� 7- _____Z=Z=_:fE___=_=_=,_E� ____-_1______1______________ - < "' 7. SEE ELECTRICAL PLANS FOR LIGHT POLE LOCATIONS. I el __ �__ . I < !�� I PROJECT NAME: GATE PETROLEUM @ ATLANTIC BEACH 8. ALL RADII ARE 5' UNLESS OTHERWISE NOTED ON THESE PLANS. , ,_ -_ @ AUTOMOBILE SERVICE STATION W/ 9. ALL DIMENSIONS ARE TAKEN FORM FACE OF CURB UNLESS OTHERWISE 'will-.1-111f,"____ Ld AUTOMOTIVE SERVICE A"WHALT NOTED �,,,k %,%% 11,111, I" R I - F ,4.1 � I- . 41 .. . I < L � ... " 10. SEE LANDSCAPE PLANS FOR LANDSCAPE AND PLANTING DETAILS. ,�.'.. .1?. , . ...., ��11, CD 4 1. .. ,:� 0% I OWNER/DE&LOPER: GATE PETROLEUM COMPANY -Z '*�*.-* .% 17 F-47i 1 1. ALL NORTHING AND EASTING COORDINATES BASED OFF STATE PLANE I .1 - . ASPHALT -- L .- ... I I ) �� - 4 � FD jyp_,�k4l . COORDINATES FROM CLARY AND ASSOCIATES. 11; .1 0. L;3.0 I , Z: 11,V N-3.54 ENGINEER/-ANDSCAPE: PROSSER, INC. �'; * : = � I : = I . * . 3 DRIVE SOUTH 12. PLANS ARE NAVD 88. _� . : * zz 0 1 " ' :: -________ ----------- - -_____ ; _6V@,FP4--.,_I � - -4- SUITE 200 11 - =-. -J -. STA . ." - I JACKSONVILLE, FL 32224 _ . .60 . <- � I-, ) '. It D .-.?Wlft'--",�,,i,�� 11 - �: � k,..�\ 1�', 1-1 .."i .. n ` ��� = . I ,� ` � I I - I - � / �� , ,/1 I U �I _1 Z -] j1- - ' 111,11 __ ___ ,LTA j BL \ TI NG I ---,I",� I 11 - __1 � '71 � F r_ _ -11 - I - . . I I I . - . - - - '' . . . � I I 1, .. '�j� I I I - � �" I I I I I ,I ,�I I ,� TM � - I "', 11 - - � .I � � I � .1 � - PROSSER I I I 0 Community-Management- Energy-Relationships I . I 1 13901 Sutton Park Drive South, Suite 200 20 0 15 20 Jacksonville, Florida 32224-0229 1 1A 0 Off ice 904.739.3655 110F, I I I INV sw--�'215_1 Fax 904.730.3413 1 - I I � I - � www.prosserinc.com � I Florida Certificate of Authorization . � Jf'� --- I Tu� 12211 Al, - 1_114V�-2.14 0 UG-I&I It 0 I-, ')" -'�� �-'\ LM11-&01 (NAVI) , "I --- I ' ll I \"'-'�' PA Ne'jI.'44D 0-My aEVAT914 Or / I 11 I 11 - 11 IN CONCIPLI"I' DIRIVEW,kr JK"w"19,503 .141'1��"' I("'�"',' - �S11F'U_k?Df11A_N'T AVENUE' " ,,, T_ X CORE INTO EXISTING_\ I C, � �-k � DROP INLET 0 INV.=3.05 (50� Fl,/W) 4 I _ � ___ AvWHALT . I P . . I I I I . \1 / I - 11 � STURDIVANT A.Y,,.NL ," MEG TYPE 'C' INLET CORE INTO EXISTING 0 , , \0, ,�,,,,� t - Ve'.17 'r I . a Vk, �1'gj I � (W ROW),,,;'�Iyr IN utc !� ±6.31 ,'109 TOP=6.96 010 DROP INLET AT INV,=3.81 A J-6 44 \1 I L Or WATER �' DA=0.28 AC INV NEW -114) H I w- '01111810 MEG 1114V E-OX10 , �_ 1� B01-10"j 10RUCUTE-1MI 37176 HIMM142, -/'�I Z"� I / I vll_��J I ! MEG MEG IM-111- 3 g� � ii (E) INV.=1.17 MEG INV W-1.35 . MEG '�3T_ _ 21 INV %-1,41 INV E-234, ±6.32 w±&.33 INV 85-3,04,1 a, PkAll ", ±6.47 (W) INV.=1.17 11 , ,1,4 I—� 1, 1-1-111,11, ___ -_ -_ - .."'Ir.....- ______ --- -1___-1.___1_1_-1111 11 ____ fs _______"____1____'___1_____ �_v -- ____ --.-�-,--------.--,-,--.--,--,.,.___ -=.........-- -----__ - I 111� ....I...I I1--....I.....�, I ---- I 1"+ ___! " 11 -1__A��__"_'__'_____ ' ��9-1.__" -4 __,",".. ..... j- ......1-:1.- -11",....I'll......"..",.... I � 13.�k8 �172 ±6.54 -*r 50 ` ��' 'C __ WI ' ' _� 13A9 ,: , '.." _jr-_ ___'_____'___j__'_-__ ' ___'P� 644 / :��=_]i � . , � � , I I- 1 . I I _"________U1' I I " 1 V$"2 -a _- 61 I � --v.172ii---r MANHOLE -,"" . I", F(A I'ARE0110H ONLY * .1 I _�' __.. __'2�_________ , I t;w - I N 5141 , �'-i �-� � � - - " I . - I --,,APKAJ�S TO NOT 9E IN USE, 210 ----- " , .,- I I I I . I--,. ---.- .___1 I I � I I � I �""�"""�"��:,"�' �'! � ,, �" , � �' ` �0 A " 6.90 _� I 111-3 \ ?�' , '�!-j wg'l " �"' 11 I I 10U'IH FP 6� 0 .el 6Q. ,_ �"'.'",I I 11/1-". K 0,58 % ___ "..."._ - I P I I 5�nnj . -16-4TOP=7.20 I - �' 21 I, , IN. I 11 11 ' 'I '." 6111 I I IN I I . I ''I'll 1-1 � _ , '_ I I I I 1 189 LF 15" 1 � ,��' , MANPal FOUNO TO THE S ''�' �''� I \ 5'1� I I � I " 6101 -12 . I - "� t I ze t:1 PE 'C"' ,INLET ' � ��'_'"�� � 1 6�41+ a 1' I , ,,, ,:t�,'; RCP 0 0.5% 1 (�) INV.=4.00 I 1 &1#8 IV1,15, �,'Ilj " 4 --- I 11 I� I I I �51 ' ", , ." 41, . I '"'I",." 11 ,'��' ��' �11 I ----_------1---O. 6�'&q I TOP= , iii 'WI -(Wj 1NV.!4.'OO - I ", �1;1 .0% N' 1h A 16.85 , -, ' � ' ' 202 Lr 15" N"' CrMc -� ,' A 3" , -�"" __' ,� ' � """'�"' '�. 'I 1 `3 - I I I UXT3 '7�61 , ", , 0 � __a�� 0 AUTOMOBILE SERVICE A�' p, I I , I -, 11 " 131- , ��'�' 'dA_ tj I exe, t-73+ e4 6'isl O'd � I -----Mu____'_"rj" --il -_'n""� -�"' -- .48 AC RCP 0 0.5% 1 " I ,--wi ,,, - I _:�'� � I -1111-11 I I "I'll" -1 - "I'll, -11 M,w -00' Nw- ffimmonowilw I I \ '� ,,, � , 1� , W-11 k" "I" 9 I :,�zr f�'^'! "t",-, . I +� , y ikawn I . I , " I _'� � I 11 '�_�. F46 '�,�� " '� - . . I . I , =2.17 - 11 "� ... � '-M-'k'-"P&6-- =a Val " . -daw, I " "�%%% - �%' ," W 11, ,,,,(E I �' a -" ']... �Sawmww &v1"�,"!-k-.:'�' ,,, :,- I"t - jw Lm-uw"' i'Wrt, %�" �' '4's. g� 0 ! I - " _V"" '__ _1Nj9__'1 _1 '241 �w_"� gA ha rm� �J) +630 lim �� - V" � ��"Mam��KZA IM `eo 11'' ,,,, - 419r�' ""An sag 1 4'2 'IN "I 1 340�855' � ��__Vk� k U r- , +eu�2 -- ,",A ,IT r� �� � '1&5 �"% - I I ,�'I� '18C �1, � I -, � -=7 '�_;�'__--..I'-- --_------,,------- -*-_ 11 - . STATION W/ MINOR 111u, V-111- Z� I I��t'. 10' I , -56 N - r 'o'w -X I -X pa [VI � ,I I 6"." I,,- I .../C_I ,71. W -___`_ -X I- ,(--7j2---f-, 'EL T, .,;, x __L1_2i -x' -x -x -X -x -x \ 43 1 . 8.30--% - '�' ' ' -I 8-90 0 : '�: 49- � '' I .,I _e' - - I "I'll _�"'_"'.�" - -_ .1 7_10k 10 I I "I I 842 '/ Rm .�o \ 7.29 � "� ��'�'��- " - � . &5 . '� INV� I" jst �111�"� `�' ,';�"�'" I 9 I CLEANOUT----*-' ;4 1*' A.*' 1 4 7-0,1� 1 +7M , ��;'I��""," I-4`4,""� � __' I � -- . I - '___1_'_,1 I I I ,�" ' F"11 L�OF 11 OR : '�-' ' 1. I . OUTFALL 1 f' AUTOMOTIVE 11 I '.�_""'`: I 7.1i, . 'I ' _-) I, " . I . _""'�_ I lj_,�� �. "' ,-, 7 , , "', '7.3 1 t, .4 , . '7�2 1 _F 1 I ' : ': , 0 16 ; INV.=1.96 I _I 401j& 'I`R�,F E-4.W 7.44 BO 11 MODIFIED TYPE 'E' INLET I , , I Ix 7. 1 1 1 11� 11 '' I f . -_--- "I , .. . -�10 ' I, 11 sm�'F 7A2+ I 1:':' � ,' " SWMF I I -11 ",, '�'� . 4, - ' �I . I I. - I I ' I I ,I - I � I I - ; � ,�- 34 LF Z, x I I I "�'" "�'� ; ' ,'4 � . � . I "d- Y�* . I : y I � 4 1 4 . . � :1:1 "I �11 * � I § . , "I� '�', I � 'i , -1 7 57 ; � I '�� �"' I, 15 INV.= 1.00 I ' ' I , . " TOP=6.93 24"." . � - 1 7,12 , .:4 � . -VA . . I i"i", - 8.30 ,11 11 I 11 I 0 . - I AREA = 0.12 AC SERVICE "_� I t' ,".' " I " I � � I "''� �I , "� 1. I'- , "1. __.w I I � I : RCP 0 . 1 :_ I .1, , -, 11 I I . 11 - 1. - I I �: .��"��: . I I .. -I N 1 7.45 . - I I _� -um�" - _,�EIR=6.30 1. �' I ,1 7.23 �""�',". 1".I�'� '�":�: �;7.82 ,, � . . _ I I TOP = 7.95 . . 'd � I \-CIEANOUT 16 ,I 11 I I I � � I I INV.=4.03 I I� I ; ,"�" � I I � � , y 1: " 32 1 . _____ 7187 1 -31215 '. I I I" I � .11 1.4, 1 8.48 � . �'�:�:'�;��" ��" �, I I I ' 1-1, I ' . . I 1 , "" .� �' " I I 11 ;I I .\1 V � I " :I I 1 7, _ . . J" 11 NWL = 4.20 -------- � . � .. " I , ':_ 11 ,, , I I -T. . - . . - . . - - - - - - " , . , I 1( � �' , I I , � -, I 1. - ' * . . , 7 PAI 1, 11 - ''I'll , -- I' * 11, .`%6, , 11 .1 I I �'� ,"'� , , I I ,I -A'q'L'--' I� ' I � . ,., � I I "�"��-'_�'?-'��- I I� :�. , 7 , o R I ,-",A � I , ': �''�'' , . I I I -Iip 3 w BOT = -3.80 1� ., I I'll "I) : I ROOF DRAIN "J.V_ I �,", ''_"'��"��"' ' ', � ��:�...� I I "I " 1 7,�i I ' ' I I----- . '� ": 'M� , , .0 4 I "f 7.§5 ;-459 I a , . I _11��']_ � " I' 'o - P�+ MS -M!'1,7.63 , " - , ��' , �"';"' ;' 1 8. , .1. . . . . . I LEGEND \- '_11 '' I : 47Z � '�; �i' �, ,"''�" 11 I ''I , '� 7,01-1 , "I",-;- �'. ?')':'�:�' ��' ,I "' ' " . 25YR = 6.93 ,. I 11 1, " 111� , -_ � " ' I 11 � ; � ". I " ' . I I ��'� . ':;%'� � ""'"�_'�1'1'1:��"'��."�__:'��" � , I .� .' , '' , � _� 11.11 I , ______ 2 �� "� ,"''''-1-'Z- I I 11 ,' I I � I ' 1, - . 14 . �_ ,�; I L'' I 11;" �I 11 � . II 7A' \ I I 1,"� " � I i. " I',��", , , " - I I I � -�.6-'� , -.� "'�'', : I '. 21, 1 1 11" I INV.=2.05 , - ')4 .1� �"" ,�:"' �' ,,�I - , , ,"I'll, 611 I-- ," l-_- " 'r�' +7.4 "I : I� .4 LL X . \ 4 'I -�?-' 1. ION (TYP.) I � + 7. i 'i I -' 7.7 !j + . . 5 "'j w 2 5YR = 6.77 -7. 1 ,I,6V 4 1'i'�_'_/-�f I I �1111 , - ,"� . . � - �11 -,/I 11 11 I I I'll, I I . + 7�-d 7,2 �� .r. �I, I- 111;`1 1�1 1�1 I 111�' I'll I -1�2 1'1'� "XT?.. MODIFIED TYPE 'E' INLET I , ' - I e, . 3 ,7.3-1 - � 1 7, , ' , ," , , :: I ,,,, :-�"_�-,���"�," '�' I , 7.4'��' _ I 1: - , :"j: '�',�I , - I�'�t�'�,'�'��-',���"�"'j'k,�,' ' 11 ___ ' ' � � I - - - - - - - - EASEMENT I ���;,�,�""�,,,,:,�,',,,���',""'��, 1. - ,� I , 1 '-4 . I ,,,, ;�'A�i'�,,,, I TOP=6 93 ,It I '�� I I I - * I "s "' , '- , -111, . , !":�'I ' K_��"""'*, ��"�""�' ' ' 11 I I � I I I 0�� 6,6 1 �'" I �" `�' - �,�"".,�l,,,,,��,,�,�,���,"����,��"�,��,"" '�' , " ' ��' " . � _;_ I-' ' , - ""e �" Ir " I - . WEIR=10,30 .1 �', �_-!04","',""'a-'11 11,',,I " ,,,,�,,�,,-,,,�,,�����""",",��',,��, � I - " " .: " ' """' " I '_ V' ": �" -� '�,:--"-'�""�i-+""�!�"""'�' I V . + , . � ' _."':"�I - , �- A . I� ". �� t'; .1" ��' '!�"" J c,t!""""_'_ ,:;, " ;_�c�' , I. I I . ,I " � I ' ------. , RIGHT-OF-WAY '.� 1. . 11 I " '_ I I"� � . . �� ' I . � I �. I k�-,��,�;,,,,,,�,,,,�,,,�,��,,,�",\"""",,�,,,,�,t'��ll,�lI�I'll 1'1'1'�'�"'�'�" � I"'.'�' 'M��0� ��A"I I '�" """��-""",,�"'I"�-'--"-,,",""",,,I , I'll- � . I I I , , I 1". io" '7�-10' 1"',-" -11-1 -� - - I � , ' ", .11 ""; , , f�� � '9 "I' � -11,79 11 � '��"�.......�n�� , �z ' _i 3',�" 'i��' " ,�" " I + � . ,""'N"', """�"!,'i' "', , ;'�"""" ',� - - ' 7 , ,- - , , _\� , 11 1 -4 1 1-111"', ; , ,���...:"'�;;',"�:' �' I� . I , I'll,��""�'�',,, ",", I , N . !7 1 7.45 , ", ; '' 1; , 11 ��'' , . . ' �' , �"� , . .� ' �, I . "", " ,",",_ , � INV, .05 , , . I I -, --- ,-�'��";' ".�5' ,,", "I� I 11 I =N'CAREI�If_ PARKING AREA 11 � , �' , . j, ", �' , " " ',�I I '�'fr"`�;""" �' , �' : 7.27 1 1� '�� , , "I I I 1-11,111.1 %'. I . ' "�_7'1,',,'� ��',',��,' '�;� ' ':"��iq� w �-wj W], I L I I 1 � ' RETAIL SALES ':'� ", ." ",-��:,�,'�,,�,'�,'�,:�'���,,�,,�,�'� "' ',: . ;"��' � , , "" �' ___ ' - I . ' 3*;;'�*�'� *******61**"** � , "� . , ' 'w ZM - , � I o 4 10 '. 6�4 Q INV.=1.00 I 1: I I '",�'"-111' I DETECTABLE WARNING �� I I I 1. '',Z,��.,,,.�',,,,,z,��,�",-""�,�',,�"",�,,'�,�'---":� , . VIIA "a am = am &w =� WA 203 si�m - , 0", , �' , , , I "�'"'B I �7m X- X- X- X- X _Z7_=M'7j__1,1. , 1.--.-.2.*.--.-2....-.-.-.....*.-.-........--.--......�.---.�.-...x---v2.,...�---2....�2-..-2- 1 , I Na I I 'Uo� , ,, "40 .1 '' '� ,�' 7.38 ,,- 'r D�14 5L--- ,� I I 11�';' '�T' �_ I'll !�"'" �,"',_*11"O" , m - _ I ' I -11 � '� I � , . - , , �'�'% � I ...... - ''"' ... ''I � ��_��'�' I I" � � �' � It- 4 '� ''�' �' LI/ ; � 1� I � I I , '��_ I 0,r"' "' �`�� �"" 7..m- 1 1 1 . I � -_ A I I � 717��� ' ' � q 7.!,)5 p � 7.53 1 � '�" 1A, I 6,4dd"8' .F. 8.48 �1, , �"''I I I I . I L� ,3b I 11 ��-1111" '�: ' 1� , - ';' .i I � I I I I I I I :, Ll,,',,;'� -:�"�" ,� I � ", , . " "�'" , - I I """V"""'�'�'� 8.29 1"' :'� :': -'.-f7 77,7.7'::--� , PROPOSED SIDEWALK , ' ' - I I �' , .�L 1, , -HP, I I I _ I I I , � i I "A " ,""'," I I I """"'k, ,,,,,, -� I I �' I I , , , . , .� "I : ., , '' , -Al", I '--MEG , . . ,7] 11 , , �- ,-, to I IV.,, ", ,"_,, , ,�'�':'�'," ,, , - � . �� I I I -'� I I I I I I �,_ I . . ,I I I I I "I . w " '; � ' � I "'�' '' . �" - Ell", I " w '_' , 1, I I I I - 11 ' ,�' , � - "'- , I'll, �9 � I I r I 11- �� FFE-&50 " . i", f, ",�L ,'. - " , � I 'I, '111 ,"I" '3/. w '-C 1,�o�� , �,I 11 I �f ., I I , : ��'��' I I I ''I I I I � I i"'If1�11! 8.09 1 , ,I I I I 14 '���' 11 1_11�1 :L7.00 &O -, I �'' � I, . ,, I �' � I'll "I, I �';I 11 U� � I - I I�� 1- 1 11 ,I _& ,, 1�6 "I' , � I I I 1.'_ P� I � . I ",�, ,,,"�, ,""""'�������� " I I ., � _ '��' I "'I ' '"�'�" I ROOF DRAIN CONNECTION . I .1�:1�1'1'11_ �,�"'�"" � , �� ��' , . I ��" 8.511- N", 1�11_`Iffw / 7.59 j , , ' , � UR -.1-11 I I I � I I , � '""', _ , '� , , 'N 11"'i 1 8 U5 N 'M '�t 11 � �,,,, I I I ��''i , I , 14 . �,' " I , '� * ". - 04 1 1 1"" " . � I I WK4�' "I 2-- " �'�� Z , ' 1� 8.09 1 �"' � � .1 I � I - """"'��"` I 0 1Z -TYPE 'C' INLET _ '? ilL � ,11 ,,,�,,,, I 1, I'll 8.44 ��"'� � , , % � i I ]: , �""�',i""I"i"�"�" I "' ,��?" 7 " _ ""', . ' "'" '""'' fq d' I , 11 11 ' I , I (TYP.) INV.=2.25 I '�''�" I I""'I "I ' -, , I 11 I - , �111' � ,I__ 1 I I - " , -111111 ,,,,,,,�_'_":�'��� "� , , - , 11- 11-1 -1 11,� , , - , , C I I I . -7T,�I ,,".=, � � I " '�'�' , �� ""V "7.55 \ , 1, , '��"_'-'��"'��>"'��""'�': 7� , il_'_�- I A 4 1 "11"'111'� " ', I� �:� �� , �.94 8.01 � �'r, "" tll'� "'' e ","" , '' , , � 11 '' �'1^1111�111'1� , - � " , , �� � ":" - ..- , , _"'' ' I I , " - _"'- �' - '-" r , ���:o TOP=7.43 ... . '�" ��' "d, ��,,, OP '� ' I I , � fj) , � I I I , - I E-11-: 21 ' � 1-111, 1� 11P Y�f�,,�"�?-,Z"-�,'-',+�,,-,,!�4"��, � _8 "I I 6 I 1, . I I I - - tl'_�" N ""__1�1'1 �_ 1, "I ""� , , , ,t�' I . I -, I I 11 I ,"� 7.51 1 "�"�'�4J"��'' "�'�;�'�' : a 111�� I , � " � � ,�'�� 848 : 1 ' , . . 4 ' ' ` "-"'�"I"""""'i"""',,,,-,,,, �" , ; � 011k _'f� ::'. , 5 _"' ",' '�""; �' I��" DA=0.01 11 ';�"' I � �I I I . , h ',i ,,;;",-"",!-,,��--,-""",��",,,,,'' " ' '� ''I "' � '' '' - &r/11 �:- , 3 Q " '' , . ,, _ , I",,-I" " :I - I � , Iq T SITIP I 1 . . 4 - "-e'""�'�"��" "",I""�""","","","���Z "'�" �'�"�" I = ,, "I ___, , 11 �1 T 1) INV. , ��'11',',',"';."_ 92'LF"'6"�'' "�,,�,��, � _ � , I "I � I , ! ' I :' p, ��' � ", �'-, � 1� 7.66 I , ", 11 , 1, I'll", - I �!"'�' I . I I.... �"7 -, 1;' . I " �4' , ," �_ � - �' �' I , .q, . , ,;�I I I '%"�1� 111'�� y",1,-,�""�'�" ,, �""�"" �'- - . r q� �" " '� , , g'32 ,,, �' , , , " '�" I'�'ll",�l";""",�,�,,�,-""�l' , I ��§N""""","�""","","",�, I I "", �'� - I ,,"" I � '�: . ''I , , 11 �-�' I "i 7-'�"111 ,,,_', , ' RVP�""A""-�V "���, t I " , ",,,, I ,,,,, , ,', , , , 1,� I � I I ''"' "'' ' """'IM""", ,,, " '� ,1:1:� - 41 � i- 1; "" '� . , I . � " Z I � 7.31 , ',-�� I 1:v'' ,. . I \ I � 11 , , 7.81 1 e ,p "�". 848 ���,�,.:�,,,-,,,.�(E)'INY.=I'�,, . ,.(W) INV.;,;;J.61 \ I ' "� "� I I 11 �"Ill;— ,I I L I ,. V"';1"T i,3A"§"F'��A"�' " ", I 1� I ,�"' ,I 1�1`11"11��'�'�_""`1�111 � 1,4'141""�' " :':��' , ' ,, ,. , 1�7 f , � . ., ���el � ","11,11,14,11,� �"""__"'�'�"_'��`, ;F1 � 11, .� -1- 19 , , ,""" ,,I�"',_�", . :"� ' �' . I . , 4 1 1 .. : ',-_�'�(W)",I ' 'I _� � � 1. '' ' I ' I'll. - -- - . . I I I I � ' : I .A I � I I ------ I ;; " , - 77 ,_ I � - '11"��-_ I , � � ,""I I- I , I . : "V. I ., I I ", , , , � , ,, I - I �PAV, ,", , . � I � I , 1 7 ":�"',"'-""""""11, If, �� ,�� -,������ls,,,,�"?,��,,'�r,,�,",���'I'�' ", ;�' " , I � " �'"r �� 'rzz� !'' �,� so A - A I 141 11 a.07 , , ""," 0 , , , ':l, ,',",'�"'� 7.80 7.77- ."; OV� ' �' 'j.; twl , , � ' I I I I . 11 � I"..,- ' ' . '� , -1 � ,, � � ;I . -_-_!l I- ,- ",�"' - , �' � I , __'� I � I - �. ''"' ' I'll,4�I 1, -m-s- _____.' , ",," """"� 7.27 ", . , '' � - I� ,��I I " I "", 1 4� , , I � A - . -11M' 7-7- . , -5, - , 7.86 _ , L 1�1�11 1: � 11 I I I �11_� - 111"� I I , 1-1 I � . � rp . , - 4 , T�7 I �' 4, � ,,,, ��' "�"1�� ,. -�' , "_ I ".: , � ' "" ,I, . ,, '� I '*" : , , a "� � I 4, ,.-- 11 - - I�I I ,,, �""'� '�� ",,,�,�:,�'�",,-""",",-'��I I � , I I ) "I 'L `�7.- , '' , " '.. I : - 'N "I I I" ,11-�" I'll � , , _ ; � "" '� : - "� '��' .1 , jg ,,,,,�n I I 11 - - � I . 14 . I -- .� " , __ , 7-.86--N --O'- :� ____ , -"�"'.'� r, ; 4 1 ." I 6 .4 . I'"'_� e"'� '�"�',��--�-�,!""'�+'�',',"'"�� 1� _� .gg n , "-'� 18,72 1 1"�'�; I . I � 1 , - T7 ""�'�� 11 '11-1 I I 11 I I 1.w I ""-' I ",'� '��� 1.00 I- 'I, I I��'I 'I"; ,11��" - - " '� _\ `" I : � ��"W . . � I I IN _�I *' ��r,"�' , _ ,,,,*' ,4 . "_"'�","':J"�"'� ; :�"� I I I I U� I ""'. � ".' ':' �""' I - 47"�� '��',""� 6 ����"""' � , .1 �� I I " I 11 " 1� :1!T" - "'_�_7'� " I ' _�111i'�, 1, '&��"'�� � ""�! 7.70.j,� "'��" '. , NOTES: &71 I I I A_a_'_`.� �; , �:',_ e-11-14'-p - - " � � A , "'CLEA� w �'" ;' � I I : �� ':�' ' N ; " , �: 11 � 11-11 ------- 7 , �'41_1�'�'i.' � '� �"."�'�'��"4'i�"' "�����' ''I �' , 1,11 ,, ��'4� ' ? � ���"__.' � I I i,�'�'* , _;��"'!" �_!"�'-'�-�"�'��' , - " ", -� ,�' _' \ - - :: "''_ -11" - '�:' ��" ,,, I I I,, :I!', ;' , , , ��'_"' �'�' _��""� Ai_�CCLE I I , I ", �_ , , -, . 4""' - .4 1 1; I I I , I I I `11',�""' , ", - �'��4�1", " � qN'T", - .. I�, ' ' � �� ;' 1, , , . ",� ,_ ` " - -�'_ �� � - `1�51 ,�' I , . , i le � ��\�' ,-�11,I"7-1,_"""_�'�"'��I""I I I 11�11 , �'�'�'= �' I A...;" I � ZY , ,'- , 35 , � ,� I , '�'' :I ' ' UT:��`,'�'j ,�,�-5, � , ' - ,��" � "'� , -"'� '� � - I I I " - , 1� �"' �' "I � "�"''I, NV_0� -�.11 I 11 I � �". , I� I I I I ,, I 1. STANDARD COLOR FOR COAB DETECTABLE WARNING SURFACE SHALL BE YELLOW. ANY 'S ' ' ' � ,� I � " "'�','� %-Pc"�J-�'�'j �", -� '� , " " � I I " "I _N :!Y!)�W' ,_ ,_ "�v',t�A� wl ',�' ' 't�� , .'� ''I I op ' I \ 11 I""'� , "' !�'� - " --- " 'f'�' '� - �' '' ' ' :-' �� 7. 1_'r"11'�'.�"P-115 - < �'T�`,�'� 1 , 7" '�� ',' , , ', "','4_� _5�1 � __ I I I ' ", , ':��,-��'i�'��"--L"" � t -12 � ' `�(;LLAMVU I���, �,�' I - I I - �qL,E "�z,,�-�"e� ,� , � 11 -�'� 'I� ,' 5 ':�'�"� .I I.,LF. I - I I I I ",I � 11;I 1, ,."e " , 9" _'Xf�"�" �:-"-;4 � "w I , , , :� , - I � 1 9. I ��" ', 'M 1�1* i� I , .1 - . I I , 1; 1, ' :�; I #', I � I � ''I . - �; , OTHER THAN WHAT IS SPECIFIED ABOVE WILL NOT BE ACCEPTED BY CITY OF I� I I, � "' - � , " , �_.' I ,� -jMV.=1.25 ,, , , , , 'I'll I " I ' 111. "" , , '�"�' ,I"",� �� " ' 1 41 � I � I 11:il I 1�� ,I �4 '-, ' 7.58 '219 ` �"�"'�3 ` ," RCP 9,�9 5X,�, ': > I �: � ,)CLEAN( TYPE OF ADHESIVE OR GLUE DOWN MATS; STAMPED CONCRETE OR ANY VARIATION I I I I , " ,"""'7- , 'A"V' � I I I I I : �� _ ' 11 I I 11 I I 11 � . , I ��:�'-4�i "�"�,"''���� , -:-f,, I n" � . . I � I I� 1: 11 - �'�'" I I� I I I I I I �, - 11 I�"�. jr-"I ��. 4, ' X'_" �'4"_�'�'3�� '��I i� A:"""� -"�' " , I 11�1 , "I I � , '� �i�'��K� "')NV.' 1,Of ,""i,,, ': ! � , I I ,' "K, I -': .I I", I� ''i I 11 , , , - _ : "�'� "'�' , � "I -�'" �"'��'� ��' , -,"', , �_ ' ' fq"'�'�' �_" ,.;, I' , 11 � I I I ' ' I , I , 11 , 4 ' '� '�'!"'�'�� " i I '�: �' � �� I - I � ., 11 ,� I i �' G - '� ",I ' \ �, -�_ ' ' "�"" ",""";: L ��' , I � ME ATLANTIC BEACH. COAB WILL CONSIDER ALTERNATIVES THAT ARE EQUAL TO THE I ... �J'��"- "�';'�'-f'�"_"",�f �J"�"A ;I � � , � I I 11 -1 I I I I , I .1 '�'.I . '",��-,� '�!:��':j�.......� __ 11 11 ': I � I I I I 1.11 �� . - �0' ' PRODUCTS SPECIFIED ABOVE. COUNTY ENGINEER AND THE CHIEF ENGINEER FOR 1: 1 �'�' . , . , � � , ,f, - k j��4.8 - I I I --'� 11 I 11 � .1 -� � I I�. I . I T�""-,,,, . "'_ --�,, ,-��,,,,�""","�-',�""�:�,'��:j"-'�"l "�!-"� '��Ifll� � I I I I I .'I � ,I I .' I "�'± 0 M-- '-'� , , , , � I I I I .1 I 11 I . .1 �" 1, "� ;' "�' "*�; �'�, , , " ", ,,,, 7.0 , I � I \ � - " , �' � ,".��;_ " ""i, � � , ,� I I �: I 11 . �' , � � , , -1 '� - � I I .1 � . I I I - I' - '�"_',F I " I I :" : I 'll - , �'��41� 11 _V?'�"�" ;� q',7 "�!�'j" , I I I � ."'�' , , I I I . I 1, I � I I -11 I , -_ , �'�': � I: I "I I 11 - -, DEVELOPMENT SERVICES WILL HAVE THE SOLE RESPONSIBILITY FOR DETERMINING THE '�" I I � � '�1�11'I-1 �'l I . ' �' I �. I I" 1. I 1, I, "."11" �� -, M�,,, I I __� � I " I 1� I ,'.. 7.98 V- 11��,,,, �'1, ':�'�'� - � . �",;-��""', lz�r.",,I � �11�'�'��" "11!� - I ,� I I . I I � - 11 11 ,5,1111'�"" , I --- �� , I � , . 11 � I I I , � � 11 I- � ;;.-Jul I I PRODUCT ACCEPTABILITY. 11 I ��11�1'1 1� � 'd�"' � 1. I ' o. I � I , � I I I I , : _ '� ' � ' L . ,,, I I I . I 'OP'INA ----_- I I I �''�11 . � 11 � W . .... . , .� ' I - . I I I 1,� I I � 11 ' 1, �' I � ,,,�, I I ., rA - ,� I A140 9 TfORY C Ib __ . 11, . . 14 I ' . , 4, " - - , . . 7 ' , �:'Ir I , ' I I I I I - �' � '' I', ,� ' "'� ' . I I I 11 I I I I I 11 � - -6 YAW` I �� - I I I I 11 � I I'll 1, 1:" ,, � - R'0-9.0 . � A. , �", , "" I �, I I , , I _� - I,I ,',,'A . 9 I .... I ' �7 . +It',,&�- 41.40 - .�' , I" 4, g� ,, .10 .11, , .07. ' I .. -��' -'�!""�� ' I . , , I 11 I 11f R1�� '105'1� ' 1.. -%.'�''N, :.4�1 . ,. ,96' 7.9. , � P .'.1 .I -��' , - I I . . . . . -1 . k� �i" �":'_ I I � z' "I I 11 I I � ' 111.1111, I 11 I I , I - '� > , , , - I � I, " I I '� I 11 .11 I _i(_)111J'-Ir � 52 � .1 , "� 4,7 o'x . - ,_ ,- ; I � 1 � � I '�' � �' ��4" , 4�� .' . I a I I �I �wgl'r[7��11'1111'�ITZIN`q� -7 4 1 . I 11 � 4 1 . 2f-/im, ,, '��:�""""'��",'""�'��:,�� "'��"�"'�""' , :' '!�I,�I I'll 1 . I ' ' '' �, I . � �' � ,""I o;',�; �"��I "� , "o"'' 94 1 --- I __ I. '�" � 's , . 4 '. . " "a' 1� �117�""I�,�"-"�l"-,;",",�i�,�,-",�' 'Z� I��'� "", �"r, � ';, 't"���5:1 , �"�"'f�� 3 "A " WIDE - 'q I . A , - I. , " __ r 7 � -'A__� , 3 . . ", � I ,,1;"�A'qd . . 144 1",� � , <1 2. ALL STRIPING WITHIN THE PUBLIC R/W SHALL BE 6 �j 1 -7)3' ' , " "N x I . "-I 11-1 , '_ ' 4 1 . j a Za �, . � ,;> '�" -11, __ ? � 1 . - � . 1 2-7 � I . 11 I ,, ", ,, 11 �' ;"' , �" ; " %.# , "I , . '4 '' 4 . �. 1-4 I,; . '; '"� , . '� 11�' I '�: 11 -11 '' " I- '73�LF'�'1 T! ' � I '�9 THERMOPLASTIC UNLESS OTHERWISE NOTED. ONSITE STRIPING MAY BE ' ."_��' -' - , _ I I--- , I,;"-, "I I I. " I ; I , I . I , 1� I --- - -7--7 -.-,:,. .--'-- 'd-- ---� , I ';�-"'7�"q�T-mm' " -_114�1___'-_1_'- ' 7 I I 'll , . 7.70 t;! PAINTED. I � .4 1 . * I I . 14 :h' A. , - � . . .. V:4� � 11 � � � .. 'tp;."; - - 14 :--.,;"4 't , , .117 . - __��' , - 't���.. . � I � > :000 � � ' ." 77' ' '-')-'-7-V . I ,, I 4'i a . . ;,-I- --,-,,-,A--- . . 1 I � , . q , -I , 7-'� -----------�-' -4 I � .:, "4 . �w ,' . �1 _:.� - , ,L :M, d__-A___-� I '11 I 1. I'll I I I I 11 I I. -, 1� P- , - I ' � 41) I 9 . I 1 4 1 1 ,/'- RCP 0 'O.5 j) , '�o ' . --;�- - . � , 7.4 .�, I - - , I I � I - , , ,-.---,,,_�___-I"�"'-_�."I-_"'q�_'_,�-_-_- , � 14, �� , �' � IV ' _j A � I' . '4 �: 44 1 � ' I , - �I I ' ' Ff, I I I � � . �� � 'i. 4 , . I ` '", ,� , -,, i , I L " " I I ' ' . " .. . , . ,�,�,�:,,,"�,�,-"�,",,,�'-,'�"�., � - , -�' 11 � I I I I ,,, _j 4 4 1 1 "A � . . . I I � . - - '' , � I -1 I I I "' . U) 12111-A--- - I --- I a , ", . I I , , �� � V , , , �11 I 1 4 1 ,11", It . I DATE : JULY, 2015 1 g I I . '4� :'i . . IV , 1. 1, � :f .. , - _ �_ I '4111,1 "3' " �'e , A" i , . � , :1,� � " __ I . ; I. , I "� .' 'd I., I I / ,,, >_ 3. FEMA FIRM PANEL 12031CO409H. FLOOD ZONE X Is 7i-,.----:,--,� 14� , 'i .. �' . 13 . 41 ' I' �" ,_' , �' , I �"I m . . � . . VI . , 14 I . �. 1� . �' . �. 'I', "I,�';l, , , ,� I I , � �. �I IN 0 1 ' 11 �4 � '. �� : , "� , " 1. I , I 11 I. I I � I I � I I - - __ ' - � . , I ' , * , � I , I . I . , ,1", .' ".- . . - - � . 1: '14 , 214 R " A '. . . I I -" � , -` Id- , . 'I. I I I�� �11 I �' lk I I..... I'll, �I , � � 1, , � , I . ; ''I � . , . � � '�� , � , 4 � I I I --- 7-. . r ' " . I , .' I I . '� .' I ):,-, , 11 , I �� 6 F� I-__- � �� 1 '�_�'� 14tQ�' ,'�' '�'� 1, ' T��- , . ,"__�, -, I , ' . . � .' 1,', � �. I I I I I I I �11 - - - 1% I S . J � I � ';f � �; , 1 4. GUTTER PAN SHALL SLOPE IN SAME DIRECTION AS THE ADJACENT 114001.01 1 - �71 '_'"_.r'!'Xa_�Z" - � - _6 4 � . I W - _ , , ' '' . . I ' ,.A I . V . . . , ' , , , , I , , I - A . A , -A, - _. . - - . - - . � .-ZL- -U'- ' a 7.92 ' m " $. . �' 1 '4: 1 1, I 4 14 '? , . " � I I . ----4- -- �_ - I pFtojECT No. : � I . J� V� , "T -7 , � , , ,_t_.� L_.��. -4- - -_ . , - - -1-1 -, 'r , . � - 4 1 1 � I 1, , �_ I � I 11 - I ..11 .14 N . � ,,,,," 7 I 4 �. I , I I I I �"�" 0 - , . = _ 1 7. 7"17'. ' � I, :"� .. . 1 � I I . �'' I I _� I � ASPHALT. . I �. . . a 4 -4 I . ,,I I I " "" """, -, ,"" "'� , . I . I , , �; & I 1.11-, . � ' . � 0 1 . ' ' ,�""?,�""i"""",�"""�, �0��P'IMAIRR'6� "'N" ' 10%.'N' ' , 0 ' I' 7. -Ir-,-'��'-r-'-, �---7� ' I I , y � ' IQ - .I I I� . I , "" . - I � � "'' "� ,:" �' I � ,,,,,,,,,,,,", -,,,,V',"�Ij' � T ,,, J.141h�__ I � .1 4 , I., a " . � I � , ': I . . . . I I .� �� * . . I . J , , . . , I , � -, � � � , � I I I �� ,' 11 1 . . I I . . I . ,a '-" � , e� 4 . - I- '- . 11 I I �.� , 4 ,,, " ,I , ' -4 -. V . � , I , 11 I I " !\�' By : JBD 1-11 ' �� ,: " , I" . 1 I'll I . - " I'll' '' .4 "� .,,, ,.-, �' - � I . ' ' ' , , I I I "'��'r)f7"',",� . . 11 I . ., . I ' , 1. . I . �1'1 ' 14 . . 1'�-' . I � . . I ''I I � �A I �. � .. ,V , '�.'I�'1:' I I 11 I I 11�1"U' 111111 1 5. F ND AS-BUILT REQUIREMENTS SEE SHEET C1.0. DESIGNED �" I K� I . 4 , . , - , � � I � , - I � I '.'i . . � � I . . . 1. I . '�q���>> I III �j ,' L_- -1 ,"'.,-'-.E�J, '� . 41 " 4, : . - ,. � . I . " - ' I , , ' 41 4 �' , , , , '� I , '11� I 9.3a+__ 11 �j 8 11 :� ..�1' . i 1, � I 8.1, 8,31 d --- ---� , i I . , I ,,,7 A 4 1 . I , : A"� _--ru 2 'd � . 4 I , �' . A, 1* 4 *.C3, �� I. .1.m.^." . . . A I 1 ' 4 1�I lel��'I Z��I . .I" ......." '� """"'� ' - I ' . - '. I 11, �' , "� ,'Z -";�� i"�-��" I� -01, DRAWN By : D PT . I I ' A V , , . , I � , "4 ' 11.93 ' � , * * 1� � . �� , 1+ . , � .T. , "I "I Z"""�'��"�"'��'"""""""'! 'P�""'@""" , I . � I � , ' .I I I . : I I �: " , :�If' I 11 - ' I I 11' ' I I 11 �11 " '":"'�'"",,"" '� """ _� ".7 71 ' ' � 8.20 1 '. '� MR. "I I 'q� �._* 4 " . 4" � I -, ' ' I, ' , � '/ � � � � """ """, ""'�"""'- , I . . � , , W) 4, 4� .M. . 4'y,'! - . .- ,V .. , . 11 - ' , '; I \ ,-"V ' � � I . I I , .. , ,-� I 1 '7 1 ' , . 1 -4 , � . .. � 14 1-- P 1�il' f 11'.1 6. SEE ARCHITECTURAL PLANS FOR EXACT BUILDING LAYOUT. 8.81y 44, ,111�0 1 .4 1 " .V" �'11 ' , '4 , � , 1: , , I- � /' ,8� a' :�,-7- �,- I . '0� ,�� -, . , , I � �'�'.414� ,:'I � - . . 14 I ,. .I I , "'�"f',"�"""""�,",""':"-� _t��"' �""","�", 1 STORY STUCCO AND WOOD FRAME , � " " " � � 1� _ I I 11 I I ;gg;��-"'' " I I 0", 7,i ", - 1 4 1 1 1 1 - 4P.62 1W , . 1 4 � I I, . :jl -0, -� -4 , 'I , , , I I,; �- .'_i \ '", *% ( 01"', '. I , 0 . 9' I ' 'I � ' I I I '. -"�I, '�� , -- * - "-" �" � A ' 2 1 ' ' A � . I 11� . , I 11�r_-.-!.V, ,� - . 00" '' 's ' T I I W�6 .....� FFE=8.40 "' 4 ' v-1 , . " .�y ^ . � ;'I'' �' �,' ' �' I il� I I . - ' -j7, ", . ,' , 1 - � , '. , I � I 1�11'. -� , I I ' �7,V ,� g�-,� . . � � . , � . � � � , ,. g , . � " I I � , 'a ' I ''I �"',"'P!;�T"��'�-""' 11 �4 , * A I , . I � 1. t �- � - " �I . I �' �" I :�� "": 3Z '?_��l �� �, �. I � I �, I I , '�"""�""' 'A �;�"I 11" � 04 � I , � � , 'I " 11 ' 11 ' ""'`��"')'i�"'� 7. COAB APPROVAL OF THESE PLANS DO NOT INCLUDE APPROVAL FOR -1 r . . . �' I I 9 ,�4' : -4 r.� .' . ".Cp."'il I 1, .%� I 1 4' . H , , 4� . I I . �A I 0 , � . I �- 'A' . , .C3. n A , . le 1: I �A I , �"' I I , . 4.c�. � I . 4' , 1 qC3 ' �I '? I """,,f"",�l,,,;�,�,�,�,��-,��,,,�,�,,� I , ' -�, - -1 - . '�' -?.911 ,/'%' , '. .1 ' ' . . !, - . . I I A ,A .4 .' I I `11111`1'1',""';'�""��"" I ,� 4. �, , . "i, . � -IPP-V ' � 'q I I � .14 'g . I - �d' , '. � �� - - -� �". I 11 .I It. , � �'� �... -- SCALE : ' 0 , �j ,�' 6 , ;a .� '�4 ' ' " I � , . � � , , . A' , , . '. . 4 ."I I"i , I i , I "I 1... I ` I (n k D WATER MAIN, HYDRANTS AND FIRE SPRINKLER ,��j--- .__�;_ 7.88 P .3 4i I .1 . I . �. , Vo� A 4 �' I . I I �4 1 �I I, , " , A. I " . I . . I �. . I 11 I I , ,�' I�11111 I- "' 1�1 , -- , - , , ' I , � � ' --,,�,,,,��,,,!,""�""","","��'0 ui�,""" ,,, '--', ",� �� , ' . , "' 4 . , . ,. . ' /4' I . , � I I . . '�.'�4 . ". . I 1: . . �' , :, I 1, I t"��' ""�"""'"""",x"�, �'.� , "" 'J' 8.04 1 � . . , I � , I . I '4 -, - � . 1� 4 1 L I ,,,,��,�,�����,,�,,�,�,'�"I'�lI���'�"' ��'-"""�� E - 14 Ra. I'':�� � , , - 4 � 4 I I . � .. , . I I I - 1�111' I �� I 0 '�� I le_' - 11 _11 4449"��' "I""", � � T5 '� I � I - - ' i CLEAN '' 'Ii i ",/",�'�� .1 I �d 1 4. . 4 '� . 216 Lt '1Z ' , ' , �4 , ' A --, .1 ,� A i I "I.. V'� ' I 4,(11'_�'?'). . ' . . , . 4' : � �'�''. ", , , ,'a, . �' MAINS. -"�_- I I �j I I , I I . -1 " 4 , 4 1 .'', - � � I � q . I . 14 ' T " -__R4 I _t F-- . I 1,; ''. '.' '4� ,- 'p. ,-.' I I I `�Id' 1. I., , '��4 1 1. 1, I I . I , :,I '' . . , I ,�'�'� �'�'"" \ �A. , � 4. I 11 � 11 _��'� , . I � � I I I- - I �'"--V-"' "" - . I " ' 14 - .1 11 I � , ' I I '�' I � - I-�- "'g- '"111�!' J'' "i - . -j " . I 4--- -1 1 I 11; . ?"t� .. ' ' . , ' I 11�,"'"I I I , �'�" il 1`61"'P�""""' -_ I �'P. � I . � �"" I' . I 1, - ,3 .. � = """ ' ,��' , -""""' ' -`- "' "" ' \11 No. Date Rovkkm 1 4 L� . I 4- . I . . I .. I � '� � I ,�`I��, '�� _w�,�""""K"��"'�"-'l 1:�"�)5 "', 7'." 8. SEE ELECTRICAL PLANS FOR LIGHT POLE LOCATIONS. 1:2 M L -4 1 � �q \!i�- I I - - : , 'w", """"' I . �d .I . . .' a � I'll - _� I— - _ , - I I I - . I '� V � I " I .1 I 1,-1 I I I ' - I'll I 1� �� "' - ''I" � 11 I , I I .1 _x_______'o' " ' I ��"' I , � I 1- ' �" I ,;�" �� N' I � I I " , I I I - - j: ", I ' - I I - � I., ' ' _�' 111� - , -, , "��",I., , I , -� - " 1, I I 11 �* I" I " ��' WINU,0""."'�'� `11,11�'V�%' ,_111 I�- I '' N "",� ,,,, - 11 . I , -��%' " . I ' 'I", "'�""'��n� I ' """-,-''� _�F% '�"',"' , - " I .!r\' � I , , , � "��'W I I I - " ""L :_ , �' ;� ' , !�' ''��;""��"' , I "I I ; ' 'ffi"�," 5, Jl"' 11�1 - '!4, ', '' ,' ��'�' ,,-�,,�,'�,�,',,',��,,�";"�,"�,� , , ,,, N .1 �""'14f - � ��'I'l",�ll,""-,���,",�,'-,-,,' "'�'� ,, , I � I � . " , " ' " M"TW t '�' . � � I ,, , ",� . I I I �e' _'' ��e" v'- I - I N 774r �011�111 'N'R,�'�_""'/111"""'��" F" � �' 1, ", I ' , I 41- - 1'-t,�'I�W-W-i�-Ww- ,,,, WqA ------'2=�_rll �11 , , 1, ��:� 11 P """' _"_,7.i5"3 -- .__ :� . � � 11, ,--a, -- -7- 1 - I,,;--I I ��' . . I ; I'll � --- 11 I 'e'�._"�_'r_ � ' . �' - i,- , 'A ' �_ 19 - - ' - - -_ - 1'62 ' ', �", ""�g�,"""g""""" """"' ' 1W, P_-@� V -1 .1 I -� - " '� I OU " 100 . 1 I V'� 1� , - - - .I � 1. � :1� � 1, JINV I 0 I? I I I . . ". � � . "a 4 ' a , I .I � .�q I I , � -.4' ''4 0.5%' - . . : �4 - , - - I � A- I .1 . , � ,,,, k_ 11 I-.I-,-,-'�_`ell 4 �'97_ -�- - - -1 ,'-'7 ,� '� : - AN�:- -� -.i� 14, 71\1 � I .' I I � I ' . :' - , , , - .,�'j I I ` I`-1 "7 -/ -C , , , I I 1 8.20 "I'll '__I � 'W_"�'_"" _71Nw ,111,1, "I " ,; 1-1 __I � '� �, I - �§ I �� �'��"' , �11 . - I I ',,'1�0'11' �11 I'll "Ill , � I ��'ejj,jQqETE Pt-,141 -A I� ;- � I ___ '� 9 ,""', 9. ALL RADII ARE 5' UNLESS OTHERWISE NOTED ON THESE PLANS. Q.�jt,.�r �"I ""', ,� ,A,RL � I I ��"',""'�1�11'11,' �"' �""�' .1 I I 11 L , , ", ""�'-' , 1 , ,,, , I I , '�'�""'j"j� "",o" ��z 11-1 I- ,, �..�. , �� I � I I . I" , , , ,I/ , I _:��' y- 7'"' 1,�',,__"' - �' , �y 1_1111� " I � ' 1 7.52 '17 ppg��F�;;" '3_-�w &52 o_a' i I . I � -�N\�"':-;' , , I � I , " ,,,, - , I , __ , "',� , ,�' .' � �� " ',�� \L I I I I I ' " �� 1 R - - I ��'__' , � I I ., ,,"I I��''' '-"CLEANOUT.",�"",�,"���'�_' ;L�' ��� , I - I , '"' ' _'''Z��`��a' I 4_'. "I",",,"�"�'�' � I � , 1, 'I " "; , CLEANOUT, ' ' ' 1�11) 8.08_X 1_"' I � � Ill-, I � N: ��' ' I I I -;,1-'CLEANOUT e I I CLEANOUT' ICLEANOUT ' I av ,� "">��" � CLEANOUT . I =ANOUT� ':� � � I I I I I I I I � I '� I � I I ,,,� -';�'��'�'� � I ,. � �'10'1"'"""'j ,� 1.9� '� "" "'I" 11 1�1 I I I "'pll - ", - � -1. - ---- I ,", " '_ '"'__� ��'�'_ �"_' ""� �'"'�� . If- I I I 11� �"I , ' � "' ! I"�' I 1, " ,,,, ,11 I��'�"�. ''I "', 11 I I - . 4' , , 6' 1 ,' I e� "�' ��j W : � � "', " � - ,, "" - I '"" - _______--._--.�- - R, 11 -11, I I " I I I I I -_ �k' , Lt."Vl�lv"�' NOTED �"' �' I I I I��_'Y."', I ,,"" ."���� , - I I I INV�- '� I - , � 11 I I __ . , - � 11 I I � I I'll M "I I'll ",�'� I I !' I .1 -1, " -�7' ,'�""'� � �"� '�"' ' �R I 5 I �i :':� , I� �I 'INV.=i.5i �:��'�''� I , I I w "'4"+'� 1,'.5.'/ �� ,",� '=2.18 ' , INV.=1.6 I , �" I I I Ln I � "" , , 10. ALL DIMENSIONS ARE TAKEN FORM FACE OF CURB UNLESS OTHERWISE - -81.03 "'' 2 - ��� INV.=i..8 g,�'� \ , 4W �''��": :, INV. INV."2 00� '�/0"'11, "111,1111112, � ", ��' , I - �'_ , 7 � �' ,';, I I I � � "�� -1 - &52 lMd '��j , I �' I �"'�V' I �' 1�1' �'�'�'�,�vf' I '�'�� " � I I x " �"'�� I vj�_All �111141 " I I I I -1 I , , , , � I ' � I , 11'� """" , "", "? :' � � I , I ,,,, I I- . ; , -7 "rr 7-7 . ,I I "I 9 ;�'�,' �' 4 j " ","", , �' :INV.=2.69 - ' ' I "l, � V N � ''N,'�� _"'� ,/ - ""_ 7...7.......:-7 ', "'z"�, �'�""�'�","'��'11 " I �.,- T*' 0 I I, ____ - - -� 7-7-7-77 . "I "�' � ' � , I I ' 3e' ; �," �I� '�� ; � % N 8.,J;j", 8�2 � I - I �, � I �I I I ''���'�, ��77� 7 , ,,, - , I , , � : 11 �I - I ., , I I 11 I �� ,,,, '�''� , �11 I I I I �'�"I� ", I �`�'�"""" I �' I I . I " � � I I � I I I I 11 - � I " ", I 11 """I , "A I I I � I "I . I I � I I 'fz'-'�"��" �"'��" I � '� �-� 1,,,,, I I o �' I '' , ," 11 . I "',`�-"',"�"':;���,�� , � 1, �� , '' _1 �"' " , ," I I I � I I I ,I, � ""� I I�1�11'1 " -i 11 ,� I "�'�" " ��'�� I , � , ' .' ,I 7.82 - , � �'l ��I ", ,, , 1 -4 1 - '� , _, 0.764,,:,""j "' , e � � I "� P j!t I I 1 , , � I . I �I I . 11 I I I I � � 11�'1;1 Ui�,"", I , , I , "; \ 11. SEE LANDSCAPE PLANS FOR LANDSCAPE AND PLANTING DETAILS. I .�" �-�� I � I I I ,I I I I I , " � , , I : 11 "I 1:1 1�I'' I''��':'��'' � I I , e I I � ' ' '_� , � I I �`;. - � �. I I I 1, , q _"'. , I I '� �' �'� �" �11 , ' ' ' , ''�� . I I I I �'��e" ,,, " �" ...... , �� ,�' I I'll: 11 , ,," �'', I I I , I - 11 I"I � 11 I � � , , _ I I � � '� , _ ""' F '�"' :�' , . , �' _ -_---1_11��'_ - , J 1\ " (1i 11 ",,,,,,,,I, I I I � . I I I I : � , , 11 ."��__ "�" �" H , " , I _j I - '�__1,11"', I � i, 11�' _ I -� 1 9 COVERED CONC . �',w e � -;'-��� I I I I I " 11 �",��'' , __ ,"", . � 1, I I I I � � I I I I 11 ;, I I I I I I � 11 , I\N, I � "'�,' � I I � I :% '� , �I"I� T��':... ......A�' ,"_ , I �","I, I I -0 , I I I I I �' �"�'" :,,� , ��""�' , I - I re � I I I :"I , I � � I I " "M - ' , I I - ' : I , I, I 11., I I I I . , I . I I i - ,"_ , 419.0� "" _ : . 1, � :" 1'0;_�11'�I I '��' I � I ;.� , "� 1: I I 11 I'll, '��' I-:2 -1 I - I I " _� , , " I'll -11 ; .� "�'�""_"�'1110'_ - -11 "�'�", , � Ng', ._.�__ '� ��'," � I 11 "�� I 'e", I I I I I I . I I I �", _� � "Ill' ' , , 12. ALL NORTHING AND EASTING COORDINATES BASED OFF STATE PLANE I . 111 .111, I I . I I '_ -_' -11--_.���_e'�q ' � �� �Qm 4p-w-11-� I :'"'�' - I �" '��-" 0110___Z11ff1__1L1'1__�2&�_M r I 11 11" "I, 11" I 5'1� _t A-1 "I �= 11: I I VA � ___T_��Iulvlllllml 1 711, 11 ''I ', ',�� ," ,I -�ll,�,,,(�,��",r"",�,�-,','-,-��', : - !�' -' I ) COORDINATES FROM CLARY AND ASSOCIATES. ' b, 2- 1 -11 1, " � , "I 111,11"M , ,,,, I j"ei __ ; , �; , ` '��' -,-,,, , " "� I I I "I 0 "M � :WN -A.C'wM'W! '1, " I, I , """11�'z T�i'��0���,,,�;>��,',,,�',,,��"""�",:"�,""', . I 0 tv'0 �=i ma � 'wa'p 1� - � ."�':"'!� I� "nifli" � 1-11,11.1- i!i':jj*S ' I I 11 I 15111�, "-py X;'d'� Ai"0-0?�"e �'/�'Iwl' I_"'_' I I 11 I I � I �' '�"� 11142.21121"I""I�"I'l,"�I'll""I'�ll,�'��,,�",�,,�,,�,�"I"�I aj 13. PLANS ARE NAVD 88. 1 1 '��i�" I I I I '��`1` -, . I I ,F: I " IM211���bd" ""I'll, I I I ".- . t'm'95'�!2� '_'� 55555 "�' " I I � � 8.94-/ , I I �",1, 11 1�I'll I I-, � I ", "" 9 1: L.,"I Al',IPHAI I , , A _ I-_ A 4�A 1 1 � I I ,,,�,�",Iu,��,,',,,"�,"',,-"���i, ��' 11w � �e N89'25"19,"E "", 'A&www":��4'W'#� � I 11 " �' �.Jl 7R_1 0190 I'll, 1� I --'�'i '.";'�' ,v '�'� ;'�'11 I'll 11 - I --- I � � I . I"�,x�'�"'�', "'IX-ai '�� _T__ _�' '0111� � I .1 . " --,,,_-- M, M = xmmwww� '� 11 1,��"I 11��",� I r I I 11 11 I "A,- I."," �� I I I ��" 8.29 f,(').f,)()1 (r.5&p,) - � "'I f 14 &L'I Rtaw_'V�WSIWA-A Uwam '�I I .I . 3 0, M = 7 F 0) _Vgll��' e-�- I � No M EMMOMEMME = = Nwounwomm = = WWWOMMMUM M � Nownummaman PK'ior " M�_W� � � I 0 %,"i � 1151e, ,...,I -____ No M Q 4-0 ", __Tmo� '70-081 r",,-, , 'e' "-- �: 82=1 U __ "", � :, , 'I 11 I 610 '- """-m:'�""", ,, " , �, �, '�'t " '�_ I ,�� ,�' � ;1w'� ,hl,�_ "� � ' � �',A I __i�_ 11, �I - __&w1_10__'_1 - � - � ,��'�'�f,�"'D�-'z COW; "Wn',� 7.Vdj� - -' ' -- , , ,, ,,, 'i'4 - -,11111,111-- �""f�'_"""'�'��__'�:�' '. . I I .,..-.,................ ___.......... -1-11 '\ , � I �' I I , 11 I 1_______1 \ _0 , , � , - F, A MUM '0A� q 842F.____A...I�j' 1,�'�' , , . -, L -__,"", �""� -1 �_" , ��� I I - - - . I....,1. I—— I , I ��� - . "n- .. . - '��' I'll" I I 11 I 1�1 �,"� &60-�g,,,V-P�,,.�,,,,.�,-.,-,-,,.,-,'::Sv.,--,- 8-G& . . . . . " - .' I . C NIX � clf'111_10 DR11111.1-, - 2 :��" I �� -. - .. .... - .. ' � .. - . . . . -6.1�-\ %, - - * .. Ja S*A' ..." llr�'Ic ONVir "I 0,W � -(I',- �, I � --k-wq fwl�'-'�r-P 'P - - - : - I �' CONC 5 .. & � r� I- I,a A 0 t11215 �" I __ '_ - . * . " , .-' �'.. . . - I Ilel"X' P"'5j \ q - 4 ,A4 .A . . . .. �' §A� . . . . ;'j,' I'll,11161-1�ff__�i��u 01' --U�,,��-------M'�,i�----,------L�I ___11_'__ - a 1 d�� . I �r '�"- EG_ ",J--.-,---.-�ti,�,4--,,---,,----,,q-L"�,-,�""" 0 8,57�- C - --"--- " - il.1-6, COI1313 swel 0.08 )"" . . . " - " -- - -0- &b___ - '; C04111C VMVE ,�" '4�� i ... .- , f U* _,;, . __ . . , . - - , 1\ � -_j . 'jj==_twL'_--- Y L_--kf"'U-' . , ' "I N n 7114�� 1 mt'J CONC DRJVF 1_1___________7�9 ___'____'7" =j� � __ 7',t"1;_'_ '- ��-Ut� _'__ 1V I �8 24 b.ill . 1.1, I -,,----C,l�j�-----il��------,-----t�i,,I :' ±8.52 = _EE�i rl,-, " � ., 1) 8�x__'_ I t% �.'. ____1� " i I—. I =_�==_=�_':=_,_ - f'�m'w � - ___ -'11.1, --t%11- - ' ._2-�t L�-Lf �!U Ul-ka --- - 11 �"� __fM____ - _"- _,",-, - ' I 1-11 - - - _. '__11=17i_i_1�11�1� +=4 ---- - I _U1 11 -ag __1__i___'i____1_1_'_-j'_-�-"""___1--- �_E-�_';)H__-'=1'-_----___ ."-, 4- " E -11,11 I _'_"__'_'___------ 4 , /", 4.Y) SA _r I : 3 _____q __Q0_'__rW'1 -,'k 0,0-I-------NH-11_____11 I__"'A8_f'AW�___Mv'__4' ' "Aw �_:_ :___ �'� ��_ , ____ __ __ ,, ,. === - - " _= ---�"�� I --1-1- �I-.. - - " I,.- Z'====___'1 _=__=_'_===::'__=I----,===-:--1 I= I,-,----- "I � 11 - - 11 "I' ,","', 3 z."�i - '�_'13 - __.- __� - " , U-1--l-1% , - ," .. ......--"'-- �-I, __ - -1_ i" .._�_'__""_'_-- "I'll - - - �';�?' � tj 3 _y : 9211k �ii 'i 1 :__�_.:'_-V. �i �- _: - - 4-5��'�"=-1-11'-1-- --i--, , - " �I�--t-, y".1,1-11 - -------I--- ____ _1 .1 ---:, '�(_____.__---- , - ---- , -MEG - I � " �J)j I --.-,-*Y i_1 , I_- Ir" � 'I ',� , � =_=Z_ 2fl. . �7 7 1 le 1XI M . �731) i.�w -' . 111. I 9 Toplzol 1. '�'11 'k?'.- -1- 7:98 "' 'f'W I I I I ' - ,,r Q I 9A0*= -/'-n' ,::' _n . 1 ,' . 111i ,� a: 11--l-31 -, I"'f'=_�4 "- ,. ,f' � :8 7188 84, 'q___ '�' � , � ±8 t tj I I .,'.,I '_� - I � 1�11 46 Fl.r-7.ff I , "I � 0 itl 11 . 10 4Z 3� K fl, � (D '3 a�_ , EP if�D'i - � 7�55 .26 -.I- 10, C0110 ,f]:111RI 7 i . I L 9 6'�H THS DRAWNG NOT FIIELEASM FOR - I MEG &P_14M, '�, A.' HALT 8_?is . &7 L" '_11 ±8.02 845 a'14 41. , ",� agi CONSTRUCTION UNLF-88 80 NOTED F__ ap) I 1 71 � AWVE w 4 - ry I - - I � - ____ - 11� A�_"P'1_101'r � I ,e, i' 61�1 , fw- ''I r a�"l a_�O o ATLI NTIC BOULEVARD �,�,' ,.,,,,,.,�,-i.-,�Lk---,--==��--- - D " ,-I--- _= ��__==� ---- . I � �V+�'N?ItAll:r MEET TIITLE . -_ 11 &'�'4' ",S', , . -- ----=i =2- _===''_-_-E�_� U . ." '7 ;I . 1_11__'7���__=____'_= . . ____'�___ ,!g 84 (1W ROW) ='__1"___1:::= �� "7 Ep3 - ,I - 11-11" - I-, : ':�7 ut , I Z"? =1 ':'��' _;��_ � I I. , - . I 0 I -1114_____=_ , - _,,_, _===;i��� 1, __ ' 'f'. I . , .---"-- , ==_-y"'CX46 CUR'j - ='Z_=�-_'=4't _'_Z 1.6 com I - 11� '� '-'R n - =1 r :':::::='-'-==_:�-_-_ �__ ===_ - � I "',- ' I -, -_" = "��()�]. QRP�1'1�3 itl"Lt.141) __' , __' < _"_'1-1___-'1__'::.=__ I _=__��==_:L'___=�=_ 9 I.D'13 __ 11 1, U =__,_:__ - _'. ---� � � � � ��";�� I-, � �'I�r J, - 4�" � "I 'v,wn's"o 11�� I I-.--- I-"N' _F 1, , ---- & PAVING, GRADING w"IN-l"'1:3 __ -------- 11" ------,,-,--- ' � � � ____"___'____'____"___ I ------- I -11, ��� 1111 , X" 1,301JUE�VIff?D U INV "'A�'332 '5 - - --,.----,,---- -1 '� 'gic, CUM _________*__---------* _"' - I "I'll, __ . . - - < � , ___S I'll, �� - __-1___'_____EV -1 I.. � 21'114U�,FTW LIJ '-, lr;�� -- � U? � Nk I , I , I - . '___-�i-= -'__==' -___ - � 8.9-9 In I—— ==_---� -_ EEEH�EE___"_�,�';'�' � AND DRAINAGE PLAN - , .. --- I - ____ 1 (10V R/V� I '_ � , ___" ' �'-11, - _ P 1� U I I I-- , "" �_ . I Z I < , _j � �_ I :7) . < I I I -_ "I � I ''.r . � - @ y � . � I I ' - . I- -I\,%,"- - :�)' I I A5VkIM"r IS\\ PS)F O/ Ld , ...._.... I �__ ly .. "....- � < *1 . I'--, .1 * . - I " * . . I . . - I- 0 1 1 . 17. 1 ::: : 1.* :: :: . . :: ASPHALl' ;: * : 5 6 �: C4.0 3 = 1. = r0l/'4`1 I = ' = . : 1 IhV1 k-j.ih � = . * I �' ' . Z -Z 3 % -3 '. STA-re Olz : �'Ir Z:1� 0 '�L . S � *. .1 :Z ' I 1 .4111, 11 - -t e ) DAIILQ � �'I 1�1 8 - . ��4 � �.' - \ ""'�" D� .1 1-6 H-.i 4_1 F� I-' ' ,�' �'A' t W/19t'nl �71- _-"o' - Z:: I I I ; I-, ;1 I __ E I / / _\ / 1, / ''-"-\- ' " " 9::::_-___ -4 4 01 i � I - I � I , "X, , -�'-_fr I I I I I I - I .- __ TM - . . PROSSER I a Community-Management- Energy-Relationships :x 13901 Sutton Park Drive South, Suite 200 . 20 0 15 20 Jacksonville, Florida 32224-0229 < :: :: Office 904.739.3655 ?- Fax 904.730.3413 www.prosserinc.com 11 Florida Certificate of Authorization I I'll,.�. Number: 00004050 ;,, ; :° v, F kt ".r1;. a iJ C 1 (Y JA iI ih: i;:'i G - „ / , �:- COR INTO EXISTING fr /, MANHOLE @ INV.=3.00 I -, / LEGEND `.r'r'I:L.'T r ,� j �% I'lliY ST,: DIVANT AVENUE 11 I \ ! �'i - - - - - - - - EASEMENT N MANHOLE `5O ROWS v\ i \ TOP=7.5 J Pif f> {� is 3. ter da i 6t Y 1, C.G. %% 1 .1 $ 00 c, ----- RIGHT-OF-WAY 11 �_ �\ (N) INV.=3.89 r I d , i J:.. } li,Cl. .}.;,, iGATE H t , 3f31 •' i t.\1 ,- . r r f 1 NV 1 r ! J f F" „ E INV-3 90 / t-1-1-1-4 _. . _.._. _. .._.... - _,_ _ .... ......"_ -.. __ __.._...._.___.-_................................. .............____,___ _.__.___._, ...... .. ....... .__ .._-__._ ,_.-_._ ____.. .......... ..............................--.,___________._,_.._-- f, O._ ____._. ... _ .____... ... t. ._. - ----_ .......... '._._` ---. � ''�''£__- ....._,-._....-____,.._-.__.. .. ....._.._.__--'- ... ......._..__ --._..._ .............. .__.,_._,-______ `°r,..... .._... t.ii.......___.__..-_ 1 i .._.,.....__ .... _.__ ....... -. .... _:._._........... -_--- _. ...... :' _ _W._ .. _..__. _......... DETECTABLE WARNING W INV.=3 3. .. , __- ,f_ ,......__._ _ �. _.__ - _, o o"ooagaQa ,r, _. ._..._ __. _�._) __.,..._ ...,. .._....__._. _.___r ........__. I�// ._..-_..,_-'-- \ y I I C,- PROPOSED SIDEWALK , I P ®04 - - _ 1 jti,S; b�. ,;�' 69 LF 6" (: r � % CON11, 61 LF 6" CLEANOUT - � 6I L - - - - -� - - i- - - - - - I—, Ill II i 11111111,1111 I 11 WINE 11 I i - - - - - CLEANOUT i _ PVC ® 0.40/ - - - _ l W. �-p� g �+ v - z c o INv.= . ,'';' ` _ - - - - -MED _ __L,.:, J I1. _.. ..__ AUTOMOBILE�.J 0� SERVICE I it 11 IN 4. 0 \ P 40/ 4 22wMwNjjjjjjjjj� ® ® ew ,.;:,: . '_a P 1 V ,�„_-,,,: _ I .,,;:, - f:.r'::_.., wwiiiiiiwsz� _ems:'"ma..... - �_m � s "_._. _ ..... so ® , ..... \.;� - PROPOSED ASPHALT _. r i I !, - - - - �. --ryt...• _ I _ - - _ - - - - - ,,,,.-x `q.n �..� x x x x x -x .-x -x x -x x x x I-x �}I �, f - T J- ?:AB 5 3 e)} x . J.`1? } 1 z': >, I r !F I -. V i� i E� �.. t Y I .t E E tf ! - AUTOMOTIVE 11 1 1. r K,A Sr , !, _CL'ANOUT 31 ii CUt <, Y .., I / 2"�Wf STUB-OST - �,, i 1 1�2" 90 BJD IN =4.29 `� i SERVICE ' ' GREASE TRAP ; ( NOTES: r Y 00 GPM �:' ., 2001LB CAPA IN I 1. ALL EXISTING WATER AND SEWER MAINS SHALL BE FIELD VERIFIED. NOTIFY i1 F (BY OTHERS) , I'll _ _ _ _ - I ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 71 LF 6" I PVC ® 0.40% 6" SANITARY1.67'll If LF ��� i 2. ALL NEW WATER AND SEWER TAPS TO BE PERFORMED BY UTILITY SERVICE STUB Fy Q4Ol " CONTRACTOR OR LICENSED MASTER PLUMBER AND MUST BE SCHEDULED INV.=4.50 v I I I / i 48 HOURS IN ADVANCE THROUGH JEA INSPECTOR. W ,,3 CLEANOUT . 1. 1I 3. NOTICE TO METER APPLICANT: A COPY OF THE RECORDED METER 1 1 a r r -A , • RETAIL SALES INV.=4.40 :1 EASEMENT SHALL BE PROVIDED TO THE JEA CUSTOMER SERVICE TAPS i ' AND METERS COUNTER AT TIME OF METER APPLICATION AT 515 N. LAURA li ��++ A1�1 CL A OU V�4®® S.F. / ��_ x- x- x x x x x- x y L - - ST., JEA CUSTOMER SERVICE. E N T ;ai x M:: ,. ,; ':. CLEANOUT ° - I x --� >"� A Wig„'. 4. ALL POTABLE WATER PIPE 3" IN DIAMETER OR LESS SHALL BE N.S.F.P.W. INV.=4.46 f. 1 I./ x 1°Shy l INV.=4.48 / ,f ,.,w.3 a, RATED. „s ?s' ; 1 HOSE BIB * 11I �' , „' „ „ 4 / y 6 SANITARY < " xy / Wka r _„ ,` -, .. I s :,< ' „ N. „ 6 SANITARY I y, <.?, . ° :, .°, x 3 ,s s,:, ,, I ,,- , .,.'' SERVICE STUB <., ,. . ,., , .,. _��- � � -, r� ,, � 3. < • .. ,. / e p /�/f,,., -. <€s<,.Y .. F... ...r`a`u q,`�3`lea: <ri „<'€,,.<. dra.,:x. ::., yx . , 5. CONNECTION LOCATIONS ARE APPROXIMATE. CONTRACTOR TO VERIFY SERVICE STUB �, ,. f,> , ; , „ : , _ /� ,- r t ti - 5 1 2 90 BEND INV 4. ,� .„< �, �� ,Y ,�� � .. � , ,. , , .��»;�.� � , �`. ,,,H „��, r - � ^-,., - r / »a, ` ,�� � �:,� - _�- � r�9 � f .3 � ;: CONNECTION LOCATIONS IN THE FIELD PRIOR TO CONSTRUCTION NOTIFY INV. 4.50 , F \ , i ;j • " GIN LOCATIONS \ a . } ,. ,,b . ,x >, .,,4N, ,, ' „ ENGINEER IFDIFFER FROM PLANS. �. �<<, .r t x ' �' ,> „. w • ref' \ 3 3 1 3 x 5' END d w5 1 2�2" 4 B E. d U Zd , I - Y . ` u G'. 4 - _-n a \ -� T I G I�_ f. .y _ Yl',i', m^^ P G - '..1: n 8 x �rc •. ll'< Z.,. l, - ..: .... ,..:.., -::.� :, :, � ,., .. .F. 1. },a .. __ � 11 I 41 >, , 11 q U19h ,.,.< ...... ,. ,s ,...... c. .., a 2. `§ M ....__ ..,. ,. .,. ...,.,. .....<.. , .<.:< .. _. ,,, ,:., -�.__. <., ..,, -,., ,.. is .,. t..,s ,J r;, Ja >" <.,., x ,,,..,>. .. ,,..n ,,.F. .,r t ,,.,.. ..., , q ,: _. .w ,e. r, :4... e s , ., ..s. ..a.. as. ,. ..<± f <.. a .M1. ,... .,:. .,> ,... .. ,, - 1... t. n z.x , .. e �. 3 <.. ✓ ... f. a_.'S b .,. ,<. ,>... 1 ,:s ..,..,.... d> a. .... . ..`". ,.., ,. ,,.. ., ,..... ., .. .,. .. ,F. ,, s... , .. R _ . x . , x � <_ �r r x<. , ,.. ,r > .-, .n. >.. w < N, ,, s ,Imtr .p �, , _ ,, , ,, y. �. a s ,r.,: ... .. .. a.,.: ,. ., ,d .. ., < ,:.? ,,<. , 11 „», ." . , s,', w. „ s. - ys...,. M . -.... ..... , Wk ..:..... -.!" / 1.... ,.. .., ,.. ..: -. -.- .. :, ,<1,:.: § , .. .x,35. ,. <.. ... .,,..,a$`. r 9 0 BE DS h-t C ..„KY {t .7 � - .. �� i.. y d fir' G' ., „ ., .2`3a;Z. rr. €- <,3'= wi:FaY-« r u . . . /�� �, a r n c: r n c, ----W YLv W /. r a, ,..,,5 yy W 111 W ° -� i i<, 00 \.,f - M M M ,- M 1 M , I f a 1 . M M --a- Nk M M ,;X� ? .< ; 7-;4 s �I 4 - A n� fir,, C ,% l?'XAq.' . - 3 L - r, n -- - -- -- 2�2�' 45' BEND <. DATE JULY, 2015 . u )- -1 t N, " A r 1 tiz»x3/a" TEE T` `. ./ o i 1 1 a 1�2 x% .TES v 1 2x3/a TEE _ - - - - _ _ - _ - l ' � RI - - / F b - - ' - a - - -- - -m- -< - - -w- - - - - - - - - - - - PROJECT NO. .....,,..„,,....,,..w. Id 1 �`l `l f �."'of '. r-- - -- -.- - --� v - a -''l•. e, ° v <.. 3 »:? - �, S *1� - I 1140Q1 .01 i 1� 1 6 1 N3/» '90' BEND v 1 r3/a . 90':.BE�D y „T 1^/a 90.' BEND Tti 1 � Y „ ' x ..._-_._._.,,.... _____::-I ,',; r `-n.I .7 . . d :. <., n a n _ , - -s ,ss' x✓„r ,w...: .�:x a=.., II 4 n,. - , . . . DESIGNED BY I -- , „ / •p.: a •C7• •�• • •,a 1 ';1re �`}/ y,» _ -ti 'ri,, f a. 1 .o. v ..�. •rra• r "c F t I a : ': c ° . ` c .a s - �' t�R 1' STORY STUCCO AN❑ WOOD FRAME i` DRAWN By : DPT { ' 1 1 z A I. . ` - e f.! .a 4 Y0 ® i '-:t;",.. .<.:.:P .,_i,- 1 I l l ) !�:1 of. k °s'<i ®:. a .., >r <1 ® ._ ,. ., - pp 3, t k;' ; \ d., 14 - ,q - q ®' '" n .<s •o. :1 /"s ,� FFE=8.40 I I I ,. ° `^ - 4 n '•o• .o• •4 ., to,�sr ,, , Y E I •o• - r c - - r , �/f 3 SCALE . AS NOTED } - b .t I. � « ,I .i G 1i . � J _ <, c* _ _ '�J - ,t � I 1 >n t 9 t f N $ ��., x U Yui.. I .7 .. �l l l (^\ I'' l..--- a - . . q v _ . . 11 . ,i Gi . ` r. ,I ',.'\. l 10 ` .r .a .3� 1 - I rt- .. <r'- n - � -\-- \�'- r-� ' I n i No. ry t r. .I �t L, r - -.-..r- \- :!�\ - .�� a Date fl®VIB�Ctr� --- -----/J a �- I - x < \ \ . _ _ r \ 'F R n \'' f / _, t „ „-:.. f. . - - - ,. „ _.. - „ . ". I _ _ �77 \ x T _ - • „ rt.. .... ., .. „ o �. „ -. m h1 F'. 2 90 - 1 BED ,E N �.. ED , , . , < ,_- , „ N -. ,i b, _ -� - , s ,.,., r. .. .. ,_ v\ 1:11 .,., .. _ r .., > ,t.,. ,,._. ,s r_ i \1 M \ _< w M „ . .,, a .. ,..: .. a .. ,,e..EP a.., r �11 1 .`1,, .,< w a , ,., „ , \ „ „ _F '1 _ . ... ..- k> ..r ,, - ONC !_ y , :T' a , COVERED C M ,:: M 1 _ a., s 1 2'>. ' END e.._ ,. 9O t3 ' ' < 7"' ' _. 1 . 9{`f , ,,,.:., a,,:,. .. - ,. Za.S .. s a. ..-.. _ , 2� '� 90' EDS , „- ::N r ,. 2 BN ,.= x 11: , : . , . I 1, 11 CTM 11 j i fi.e ;Ia , ;ate j., I N M1 � � !;, zr�f M 11 , TI -i ., - ._._�_ _... ._�--I------ ..__.._.................. .._-___,_,........ ._,..__..__ _.,,/ ,.,,sllil ,.:r , ......... ...___._._ _ .________-.-.. .. as ."�_.. a }} ..� r" x\ ,r1E i j i .: ..-\,�...- -.-.. _..- ._._....., .. � V ill- S' x Y`}Yi`. r r <;4 1 CONIC �� .. `c.�s�r, �x n ,`Q .. a "- `„ a o „ ;q 4'ON".., i,RI`f: --) C a,.. ., ,.'.s.Y._ .. _ �....� r. 4iA • _._..._ _ < . a '• IN M1 ,, ., _ _.........__,_ __. -. -.. „ ....... ..._ .._..._.__. --�_�. -..._ "t ._.._._.-. _ _ ° ., ,., X1,2.; , N- ,.rrS C•�,.1.. <,(.,4C:. ,rw, ,i, ..._ .. _._.. ...__ ,_-.. ,,J- -fit .1.�. _.ri„ ,.,. U C.i- f .zti-. ,,,. _ ,,.,,. r tE: o /a 4 __„_ .,.,. :n Lai _j,,.,�. .,3 _...____...,.._... .___,__._... .. �____-._........................_.-__.__. __. r,, __-. ....... _Y,� ..,J' .._._._._..._. ........._.. ._. ... _ �; .:: 'S \ w ,.._...._ __ .. ._ _ ., _..:,.E ... _,,. _-_!_ . _.___. .11 _ _._...._.____ _ . .. 2" IRRIGATION METER r. _. _ ._...._.......... ....__� _ ,._s _ __ .--- __ _...___.. ....... --- _ __•,. ___ _._.__. _ -- , ._�.__ FD a j " EASEMENT - - I 2" CORP STOP AND 2" POLY I,:D THIS DRAWING NOT RELEASED FOR .,�V�r ,2' I °E ` M M CONSTRUCTION UNLESS SO NOTED I- M z 2" 90' BEND ABOVE Ill �Tj;, �+ C e' M ATL NTIV BOULEVARD A�.y® SEE LANDSCAPE S R CONTINUATION A s r"[ I SHEET TITLE U DSCA PLAN FO ATION _. _._ - __ _ (105' ROW) - __- ..-m._ - _. - o _ _._._ _._._. _ _ _ Y„ i ,, -- ., ._ - y �r '.S' .Pi C. _ .._.- -_....._...u._,. - __.,. .- ...-_, i,.�t�),. ,'11'x,1 \ U _, _.-_ - -- \`;,; M CONNECT TO EXISTING WATER MAIN __. ____ __ _. S �. _ _ __._.._,... _.,... __.. 7 �.3� - I f UINV S JL i,5 t,i�." f .,3 .._, ._..,.. ... .._ _ ..._ v_ _..., _. ..._.._._-.. _. _ ..... ,.- _.__ ._.-._..�._ __.�_... .....__.-._. _....._.-._ - _:m _' : : __ f; _ __ _ r F? 11TILITI� L Ill 1 -- _.._ <..r: ::.�: ._. -- -_..__-_.._ - - - 2" RPZ BFP �� M - --- W _.__ -w _.._ _.____ .__._._ U 4y -.-_.__.,_w_bi t= - ,_ - _. _ 2" RPZ BFP _ ._._ _._ __ _ _ _ -, ._,_,_. _. . _._ - Q I I : °°°° 2" POTABLE WATER METER Q ; Q s, M r'i7 _ Q Iif U I � 2" GATE VALVE ...__ , - I\, _. 11 w11)1-0 \�,. Q - •� ', < I REDUCER `C'E ..,. ly. C ^. •. {{� 576 _ __ Y ° '° STAT E O F „�c,-- No. t I . S H E E T t DAT v B"—I 2• �- TM FINISHED GRADE - - - - 6" JOINT SEALER* • • t8» Community-Management- Energy-Relationships NOTE: BEDDING EXCAVATION SHALL ACCOMODATE d ? PROSSER BELL SUCH THAT FULL LENGTH OF PIPE 12" IS SUPPORTED. 13901 Sutton Park Drive South, Suite 200 PAVEMENT Jacksonville, Florida 32224-0229 d dY-4 CAREFULLY CAREFULLY I--6• Office 904.739.3655 Bc+� Bc+18"MAX. COMPACTED B�c+18"MAX. COMPACTED * APPLY JOINT SEALER 60 DAYS Fax 904.730.3413 12"MINBACKFILLI`Bc+t2"MIN I BACKFILL AFTER ASPHALT HAS BEEN PLACED TYPE "D" HEADER CURB SWEETING Bc Be 7» - 7" SHEETING H Lly IM Lly CONC. CURB s" Y www.prosserinc.com [LLO JOINT SEALER 1/2" 1" R R3-5L R3-5R Florida Certificate of Authorization 1" R Number: 00004050 -}- 1r T 1/YR ( 1/2"R 1/4 Be 6 3/6» �• S/6• �" Case g � �( t CJ 4" MIN. ` I D O U 1•, Crown 77 0.5 COMPACTED GRANULAR Be SHAPED BOTTOM SUITABLE L� 18• - -I 118• - -I — Cold Mix MATERIAL UNDISTURBED SOIL CITY STANDARD MEDIAN CURB - - - - - - (LOW SIDE) (HIGH SIDE) HALF SECTION oval O � � Q 000 � J D HALF SECTION HSECN ALFSTION NOTES: Limerock Base p SHEETED TRENCH UNSHEETED TRENCH SHEETED TRENCH UNSHEETED TRENCH 1. FOR CURB AND CURB & GUTTER PROVIDE 0.125' CONTRA JOINTS EVERY 10' (MAX.). Q Q Q0 0 Q CONTRACTION JOINTS ADJACENT TO CONCRETE PAVING SHALL TCH THE PAVEMENT CONTRACTION JOINTS , NOT EXCEEDING 12'. 0.375" EXPANSION JOINTS BE LOCATED A MAXIMUM OF EVERY \\ \ \\, //,// . �/ 1"TE1 30 FEET AND AT THE P.T. AND P.C. OF ALL CURVES TYPE 11 TYPE I 2. CONCRETE FOR CUTS AND CURB & SWrMSHALL USA-E A MIL 3,000 PSI WITH SYTNETIC „ FIBERS PROVIDING A RESIDUAL FLIDWRAL STRENGTH OF 152 PSI WHEN TESTED USING STM C1018-97, R5-1 R11-116 Limerock Min. \ 98% Comp. AASHTO T-180 SUCH AS STRUX 90/40 APPLIED AT A RATE OF 4.5 LB/CYD OR APPROVED EOII/ELENT. COMPACTED,GRANULAR BEDDING SHAPED BOTTOM W/TAMPED BACKFILL 3. GUTTER SLOPE SHALL MATCH ADJACENT PAVEMENT SLOPE. C L A S S "B" Temporary Type I Repair AUTOMOBILE ill BED[..)ING DETAIL CURB' & GUTTER` Crown DETAIL SIGNAGE Cold Mix AUTOMOTIVE p 8" THICKENED EDGE CZ Q C� 4 6" Q O 0 0 AGAINST ASPHALT Limerock Base a p 0 SERVICE SEE DETAIL 1.5" ASPHALTIC CONCRETE TYPE SP-9.5 2" ASPHALTIC CONCRETE TYPE SP-12.5 p CZ Q 0 D p 4,000 PSI CONCRETE (2 LIFTS OF 0.75") CABUTT ONCRETEPH TIC \\j •; \//`//i • �/ a a ONIC ......... �\ 98% Comp. AASHTO T-180 CID a a - 'f f Temporary TyP e IIRePai r\3 0N \ - 1. \ \ \ \ \ \ \ r /: :::\/\�\j\\ " Ditch Width(W) +4 Min. 6 COMPACTED CRUSHCR TE OR LIMEROCK 8 COMPACTED CRUSHCR TE OR LIMEROCK Surface Replacement BASE MIN LBR 100, 100% MAX. DENSITY, BASE MIN LBR 100, 100% MAX. DENSITY, Consistent W/Exist. COMPACT SUG-GRADE TO MIN. AASHTO T-1180 AASHTO T-180 1/8" To 1/41)- Smooth Saw Cut 95% MAX DRY DENSITY (AASHTO T-180 6„ 12" CONSTRUCTED SUB-BASE 12" CONSTRUCTED SUB-BASE 1 1/4" Min. MIN. LBR 40, MAX. PLASTIC MIN. LBR 40, MAX. PLASTICSurface 12" STABILIZED SUBGRADE MIN. L.B.R. 40, MAX. PLASTIC INDEX INDEX OF 6, COMPACTED TO INDEX OF 6, COMPACTED TO p OF 6, COMPACTED TO A DENSITY OF AT LEAST 10OX OF THE 98% MAX. DENSITY - AASHTO T-180. 98% MAX. DENSITY - AASHTO T-180. Limerock Base C3 d O MODIFIED PROCTOR MAXIMUM DRY DESITY (AASHTO T-180) FOR Q Q N D T NONCOHESIVE SOILS. i, Limerock Replacement Base _- LBR 75, 100% Max. Density 1.5' UUNCORLETE APRON" P"'AAV"EMENT SECTION ASPHALT PAVEMENT ROW ASPNALT PAVEMENT AASHTO T-180 Ditch (W) 'L \ SIDEWALK Compacted Backfill 98% Max. Density AASHTO T-180 4" WIDE PAINTED WHITE ,> / \\ LINE OR CURBING 12 M I/�n. 12/ Min. is Varies 5' TRANSITION TACTILE WARNING SURFACE PER CH. 11 Permanent Repair RAMP CURB—/ FLORIDA BLDG. CODE MP.) �EXPOSED AGGREGATE-RIVER Roar MIX) Note: In Some Cases Portland Cement Concrete May Be Considered FLLL. WIDTH AND DEPTH OF RAMP) CURB Or Required By City Engineer For Surface Replacement. RAMP CURB E 9 GUTTER DA's ; JULY 2015 o °g°g°g°g °°°06m.g°g°°°gog°g° TYP. I REPAIR DETA I CT No. : 114001.01 Ln G°o°O°°O Oo0°o°o°O°O°O°OgOgO°O O e, °°° °o°° *.1.°o°o PLAN a0 °°og pogo°°go°°g°° 0 0° °gggogggo gggoggggg°goo8ogogogo '1- v- ogogogogog ogogggoggoggogogogo°onoJBD 0000°000°°0°0°0°0°080°0° TOP OF CURB DESIGNED BY "+-5' TRANSITION MAVM Ely : DPT oSCAM : AS NOTED NLO STANDARD OR MEDIAN " WHITE PAINTED UNE SURFACE IN !c GUT DETECTABLE WARNING CUT REMOVE EXISTING CURB CURB do GUTTER TOP OF PAVEMENT 6 r MADE PAINTED WHITE UNE DIAGONALS ® 60' ACCORDANCE WITH A.D.A. No. Date Re vidw �j GUTTER TO CONSTRUCT TRANSITION OR GUTTER PROFILE U Y NOTE: GENERAL LINESATRAFFIC STRIPING SHALL BE 4" EQUALLY SPACED (SEE FLORIDA)BLDG. O 4: BIDE PA NTED 6' 5' 6' I CODE, CH. 11 rn IL 0 IIIIIIIIIIIAL 11 AP �o HAND( I(n CURB NC SIGN N0. FTP 26 12:1 MAX. z Z12MAX. I 7 MOUNTING HEIGHT I I �.- o °°°o -.m og o°o°o° °,° W °°°° °'°' g°°'^ °° °gog °goo° W ON °og°ogo ogo gogog 0 HC SIGN NO. FTP26�� � t8" a TYPICAL AT Q FINISHED GRADE 2x CROSS SLOPE FINISHED GRADE ALL ACCESSIBLE < GRASS TO MATCH TOP 6' WIDTH UNLESS OTHERWISE NOTED TO MATCH TOP PARKING SPACES PARKING BY WHEELSTOP WHERE W OF SIDEWALK OF SIDEWALK DISABLED SHOWN ON PLAN PERMIT ��Y; h ONLY V1IDRIE a a a a THIS SIGN TYPICAL AT LUE PAINTED LINES IV ' MIN. aALL VAN a a s a PARKING SPACES ACCESSIBLE _ • a VAN 1291 X C» CCESSIBLE L. /� V ' NOTES: PENALTY SIGN WITH WHITE HANDICAP a 6 112:1 " WORDING AS REQ D 1. CONCRETE SHALL BE 3,000 PSI, MAX SLUMP 5 $250 FINE 12" X 9" SYMBOL ogo 10 THIS DRAWING NOT RELEASEID FOR 1. CONTROL JOINTS TO BE AT SPACING EQUAL TO WIDTH OF SIDEWALK. BY STATE OR LOCAL LAW 2"x 2 STEEL TUBE BO NOTED W "gg° 3. SIDEWALK WIDTH TO BE 6' WHERE ADJACENT TO PARKING/ROADWAY. W/WELDED TOP CAP I I 6" WHIT Vy E CK SLOPE MAX 6' ANCHORED 24" IN I I °°o o 2 4' og°g°g° °o°° SOLID CONCRETE o 0000 gg° MAX2%CROSS SLOPE I I '1TII'Lg g°°°°° ogog°° p ,Ogggggg° Q Q Q II I 6" BLUE 0 0 °° 4.. a I) SLOPE r. „ °°o° Q °°°°°°°°° 4 4 LE C) o °O a 6, TOP OF ASIAND ogog°° CTABLE WARNING SURFACE PAVEMENT GROUND PAVING I( CONCRETE 6� 6" PER CH. 11 FLORIDA BUILDING 4 SURFACE � AI W CODE (TRUNCATED DUES - 8' C COMPACTED �' " NOTE: M SEE DETAIL) 6 WHITE PAINTED LINE _U OF TRAVEL-FULL IN DIRECTIONWIDTH a LIMEROCK BASE-I I I° - DETAILS ` 6" W ADJACENT TO HANDICAP RAMPS, SPACES AND SIGNAGE ° I � SHALL MEET AMERICAN NATIONAL STANDARD CONCRETE SHAL BE 3000 PSI ° I, ° iv STANDARD SPACE A117.1 AND ALL APPLICABLE CITY AND Q MAX.SLUMP 5" STATE REQUIREMENTS. STABILIZED Q SUBGRADE 12" 6' MINIMUM - LJ eS 12 NOTE:WHERE SIDEWALK BUILDING t t CROSSWALK SEPARATE WITH A 1/2"PREMOLDED 1 -6 QMASTIC STRIP CONTINUOUS C> ETAIL H ICAP R ' A 11L 10% Or"TPO'O' 26 HANNDKOAP P RARNKINNO" AND O S16""'EWALK ION SI ■ I �ti• �scf 3 O I ■ ■ a o.62576 CD d P , S H E E T W 'rrrorgnnsruituui`'°'1, •tu PROSSER 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 6" Number: 00004050 SLOT OPENINGS SHALL NOT BE IN WALLS 2"x2"0/2WITH GRATE SEAT " NOTE: CONC. DESIGN STRENGTH 4000 P.S.I. 25 YR/ 24 HR STORM EL. 6.93 TOB EL. 7.95 6" 5 YR 24 HR STORM EL. 6.77 MEAN ANNUAL WATER EL 6.56 EYE BOLTS " RETAINING WALL (SEE PLATE 6" 2' 0"-- 6" _NORMAL WATER EL. 4.20 (BY OTHERS) D-210) 2 1 4" 3 1/2" 2• - A 3 1/ " 2 1/4" I-- ALL EXPOSED CORNERS /� SERVICE y pp'''''�� \_ 2" AND EDGES TO BE AUT \/ I1✓ APPROX. 240 LBS. N CHAMFERED 3/4" STATION _�1 2%2"x1/4" ANGLE IRON GRATE 3 3 ❑ ❑ SEAT (SEE PLATE D-209) AUTOMOTIVE POND BOTTOM SERVICE EL -3.8 #4 ® 12 O.C. B.W. " VARIES NOT TO SCALE r- N T N MAX. DEPTH 15' GROUT• OR -RAM 200 JJOINTS WHEN REQUIRED w F'ON'0 D h' b"'E C T I0%N r- Cq Ell 2 1/8##— /g" 1 5/8„ 1 7/8" 112-/Fr. #4 0 12" O.C. B.W. 6" PVC '_ • 35 7/8" 2 7/8" : '• PIPE MUST NOT BE IN 3'-0' 1.5" ORIFICE '� 3 D �� CONSTRUCTION JOINT DRILLED IN CENTER ; PVC THREADED CAP 1/8" X 1" X i" PIPEBEARING PAD W THS INSIDEL WALL LUSH RCP RCP 35 1 $" 8"T� CONCRETE PAD w CONCRETE PAD w L� 4 1D 6" O.C. S.W. MINIMUM BEARING CAPACITY 2000 PSF 1p t0 G"RATE DETAIL Ro D"0 K1'' T Y E ! ! TYPE ! M M ! INLET 1/4" ALUMINUM OIL 1/4" ALUMINUM OIL SKIMMER WITH 1/2" NOTE: SKIMMER WITH 1/2" NOTE: GALVANIZED ANCHOR1. USE MODIFIED TYPE 'E' OUTLET FOR GALVANIZED ANCHOR 1. USE MODIFIED TYPE 'E' OUTLET FOR BOLTS. 18" O.C. CONTROL STRUCTURE. BOLTS. 18" O.C. CONTROL STRUCTURE. 2. PIPE MUST NOT BE IN CONSTRUCTION JOINT 2. PIPE MUST NOT BE IN CONSTRUCTION JOINT 3. CONC, DESIGN STRENGTH 4,000 P.S.I. 3. CONC. DESIGN STRENGTH 4,000 P.S.I. DATE ; JULY 2015 E + + CT No. : 114001.01 0 DE>3i By : J B D DDMVM �n 1/4" ALUMINUM OIL r ��N 1/4" ALUMINUM Oil ��N By ; DPT o SKIMMER WITH 1/2" SKIMMER WITH 1/2" BRICK SCALE : AS NOTED N GALVANIZED ANCHOR TOB EL. 7.95 GALVANIZED ANCHOR TOB EL. 7.95 N BOLTS. 18" O.C. BOLTS. 18" O.C. Datepo MODIFIED TYPE "E" STRUCTU MODIFIED TYPE "E" STRUCTU » 0 TYPE "E" GRATE TYPE "E" GRAT COVER 2— #8 © 6 O.C. OIL SKIMMER/GRATE EL 5.93 OIL SKIMMER GRATE EL 6 93 j 3 01 25 YR/24 HR " RETAINING WALL 25 YR/24 HR RETAINING WALL -� < .I (BY OTHERS) (BY OTHERS) Q Q .I v U w w w a cmn V) p 36" WEIR EL 6.3036"36" WEIR EL. 6.3 TRASH _. Q m U o w .��._, TRASH a.l° ° BARS I • I BARS i . I I I I I V) 6" O.C. I .A . 6" O.C. I I I I I I I Zz NORMAL WATER EL. 4.20 NORMAL WATER EL 4.20 I 0 - - - - - _ — — PLAN I o 0 0 o a 0 TWit- I 1 1 I I 1 I I CD BOTTOM SKIMMER EL. 3.2 I I BOTTOM SKIMMER EL. 3.2 / 0 r 0 I I PRECAST IN ACCORDANCE o WITH LATEST EDITIONS � CONCRETE PAD N I - -.- CONCRETE PAD I OF ASTM C 478 1T P1 ° I 6" 5PORIFICE I 12" RCP °. ° I s" PVC I 15" RCP MANHOLE COVER AND FRAME THIS DRAWNG I OONSTAUCTK)N UNLESS 80 NOTED TO OUTFALL d 1.5 ORIFICE ( TO OUTFALL PER CITY OF JAX. STD. LU I DRILLED IN CENTER DRILLED IN CENTERABOVE I PVC THREADED CAP I I PVC THREADED CAP I I GROUTSHEE— :D TITLE cD I I 1 o I B INV. EL 4.05 I 9 INV. EL. 4.03 el° q • d' a° n n'O » BRICK DIN" AND aa A _ nq° ; I SUMP EL (FILLED W/ I nq° i SUMP EL. (FILLED W/ N ? 2'-8 v i CONCRETE FROM INV. RCP , : -- CONCRETE FROM INV. RCP •' _ GROUT, "RAMNEK" ORki m ° 4 - _ _ _ = TO BOTTOM OF STRUCTURE) 9 _ _ TO BOTTOM OF STRUCTURE) a -=. 2 CLEAR — U #4 0 12" o.c. B. . �II�II I I 4 0 2" O.C. B. �II�II III II "o" RING JOINTS # PIPE MUST WHERE REQ'D. DETAILS 1 Z MINIMUM BEARING MINIMUM BEARING - NOT BE IN I-- � CAPACITY 2000 PSF CAPACITY 2000 PSF CONST. JOINT IL w Li Q #4 0 6" O.C. B. #4 0 6„ O.C. B. SECTION SECTION w 2' CLEAR SFT. �Oaa A,. f R �' MODIFIEDi CONTROLSTRUCTUREMODIFIEDi CONTROL STRUCTURE `�\ PIPES SHALL BE FLUSH MIN. � .��. ,,a• .� I NOT TO SCALE NOT TO SCALE BEARING CAP WITH INSIDE WALLFD 2000 P.S.F. . ' �.` 0.62576 d r , . STATE - =J. DAVJ,FPF=* TM PROSSER n Community-Management- Energy- Relationships w �+ ® �+ . � 13901 Sutton Park Drive South, Suite 200 m R E STO RAT 1® NOTES: 00 Jacksonville, Florida 32224-0229 J n ¢ ' \ /c 1. THE CONTRACTOR SHALL EMPLOY A LAND SURVEYOR, REGISTERED IN THE STATE OF FLORIDA,TO REFERENCE AND RESTORE Office 904.739.3655 SURVEY AN® LOCATE DATA: PROPERTY CORNERS AND �ANDMARKS WHICH MAY BE DISTURBED BY CONSTRUCTION, KNOWN CORNER LOCATIONS ARE Z Fax 904.730.3413 AVAILABLE FROM THE CITY OF JACKSONVILLE ENGINEERING DIVISION. 0 Q INSTALLATION NOTES: 0 O cn o Z 2. THE CONTRACTOR SHALL ESTORE/REPLACE ALL CULVERTS, HEADWALLS AND STORM DRAIN INLETS REMOVED OR > a www.prosserinc.com ❑ ❑ 1. ALL ELEVATIONS ARE BASED ON U.S.C.&G.S. DATUM AND SHOWN IN FEET. DISTURBED BY THE CONSTRUCTION OPERATION. ❑ ❑ 1. CONTRACTOR TO REHABILITATE ALL MANHOLES ON PIPE BURST SEWERS VIA COATING/LINING PER JEA SPECIFICATION 446-2, UNLESS W OTHERWISE NOTED ON THE PLANS. = Florida Certificate of Authorization ❑ 11B 2. ELEVATIONS ARE BASED ON N.G.V.D. 1929. 3. TRAFFIC SIGNS AND PAVE ENT MARKINGS SHALL BE RESTORED TO THEIR PRE-CONSTRUCTION CONDITION IN ACCORDANCEW Number: 00004050 ❑ ❑ 3. LOCATION OF EXISTING UTILITIES OBTAINED BY SOFT DIG LOCATES WHERE SHOWN ON PLANS, OR INCLUDED WITH BID SPECS. WITH CITY OF JACKSONVIL E/FDOT STANDARD SPECIFICATIONS. ❑ ❑ 2. CONTRACTOR TO RENEW, REHABILITATE, REPLACE OR REINSTALL AS APPLICABLE ALL SERVICE LATERALS TO R.O.W. LINE. E- TER AND SEWER LINES ARE OWN AS PER FIELD LOCATES AND SUBDIVISION AS-BUILT PLANS. 4. SIDEWALKS, DRIVEWAYS AND CURBING DAMAGED OR REMOVED DURING CONSTRUCTION SHALL BE REPLACED IN ❑ ❑ 3. CONTRACTOR TO INSTALL SEWER SERVICE PIPING A MINIMUM OF 60 INCHES BELOW GRADE. WHERE NEW SANITARY SEWER MAIN IS u ❑ ❑ 4. EXISTING WA A S W H ACCORDANCE WITH JACKSONVILLE STANDARD SPECIFICATIONS, SIDEWALKS REMOVED AND REPLACED IN CURB AND GUTTER LESS THAN 5 FEET DEEP,THE SEWER SERVICE PIPE SHALL BE INSTALLED AS DEEP AS POSSIBLE. W AREAS AT INTERSECTIONS SHALL HAVE HANDICAP RAMPS INSTALLED. DRIVEWAYS AND SIDEWALKS SHALL BE SAWCUT ALONG x x x x x 0 ❑ ❑ 5. UNDERGROUND UTILITIES WERE LOCATED UTILIZING GROUND PENETRATING RADAR (GPR)AND A DIGITAL LOCATOR. WAY LINE Oft NEAREST JOINT AND REMOVED AND REPLACED TO THE EDGE OF STREET CONTRACTOR SHALL BE AWARE THAT IN SOME CASES UTILITIES HAVE BEEN LOCATED,AND SURVEY HAS BEEN COMPLETED THE RIGHT . ❑ ❑ 4. WHEN THE DISTANCE BETWEEN A POWER POLE AND THE TRENCH IS LESS THAN THE TRENCH DEPTH,THE CONTRACTOR SHALL BE Uj RESPONSIBLE FOR COORDINATING WITH JEA ELECTRICAL PERSONNEL TO SECURE POWER POLES.THE CONTACTS FOR JEA ARE AS �" x x x x x ONLY ON ONE SIDE OF THE ROAD. 5. GRASS SOD SHALL BE FURNISHED AND PLACED IN THE AREAS DISTURBED OR DAMAGED BY THE CONSTRUCTION OPERATION. FOLLOWS: o ❑ ❑ 6. ALL PIPE LENGTHS SHOWN ON PLAN AND PROFILES ARE FROM CENTER TO CENTER OF MANHOLES, CATCH BASINS, INLETS NORTHSIDE-EAST of US-1 MIKE CORBITT @ 665-7991 (mobile 662-0635) ETC.OR ALONG THE CENTER LINE OF FORCE MAINS AND WATER MAINS. 6. ALL PAVEMENT REPAIR SHALL BE IN ACCORDANCE WITH THE CITY OF JACKSONVILLE/FDOT STANDARD DETAILS AND NORTHSIDE-WEST of US-1 ANDY YEAGER @ 665-7998 (mobile 662-0622) SPECIFICATIONS LATEST EDITION. NORTHSIDE-BACKUP ALAN AINSLEY @ 665-7303 (mobile 662-6557) ❑ ❑ 7. INVERT ELEVATIONS SHOWN ON DRAWINGS REFER TO THE CENTERLINE OF MANHOLES, UNLESS OTHERWISE INDICATED. SOUTHSIDE-SOUTH of BEACH BLVD.TOM KERNS @ 665-6847(mobile 860-1687) m xlxlxlxlx X 7. UNLESS OTHERWISE NOTED, REMOVE AND REPLACE EXISTING PAVEMENT AS PER C.O.J. CASE X (10) PAVEMENT SOUTHSIDE-NORTH of BEACH BLVD. DERYL BASFORD @ 665-6855 (mobile 662-0616) ❑ ❑ 8. THE LOCATION OF ALL EXISTING SEWER AND WATER SERVICE LINES MAY NOT BE INDICATED ON THESE PLANS. THE LOCATION REPLACEMENT DETAIL. SOUTHSIDE-BACKUP EDDIE GALES @ 665-6855 (mobile 662-0616) OF NEW SERVICES SHALL BE VERIFIED IN THE FIELD. A MINIMUM OF TWO (2) WORKING DAYS NOTICE IS REQUIRED FOR AN OUTSIDE MEETING WITH JEA ELECTRICAL TO DISCUSS THE p 8. CONTRACTOR MUST MAINT IN AND PRESERVE NEWLY GRADED AREAS AND REPAIR AREAS WHERE SETTLING AND EROSION REQUIRED WORK.ADDITIONAL TIME WILL BE REQUIRED BY JEA ELECTRICAL FOR ANY REQUIRED WORK TO BE ACCOMPLISHED. Z `°"' v "' N ❑ ❑ 9. BENCHMARK DATA: HAVE OCCURRED. 11 135. ALL NEW STORM DRAIN PIPE JOINTS SHALL BE WRAPPED WITH FILTER FABRIC. AUTOMOBILE 'L VI/"' UTILITY CO ACTS: PERMIT R tea{ I R 1 V I E N TaJ ALL INVL SI V E ---_--- -®-- -- ❑ ❑ 6. THE DESIGN FOR THE PROJECT IS BASED UPON THE"OPEN CUT"METHOD OF CONSTRUCTION. IF USING ALTERNATIVE MEANS OR Z(NOT A. AT&T- GENERAL NUMBER- ---- -----------904-519 2529 METHODS,THE CONTRACTOR SHALL FOLLOW ALL APPLICABLE STANDARDS FOR THAT MEANS OR METHOD. X o STATION / MINOR B. AT&T-ADAMDUGAN - NOR HDISTRICT------------------ ----------904-781-0741 X 'IT 11 111. CONTRACTOR TO OBTAIN ALL REQUIRED RIGHT-OF-WAY PERMITS. C. AT&T- BILL LAKE- SOUTH D STRICT-------- ----- --- --904-303-8754 ® ® 7. THE CONTRACTOR SHALL MINIMIZE SERVICE INTERRUPTIONS AT SERVICE CONNECTIONS. THE MEANS AND METHODS SHALL BE LEFT w X AUTOMOTIVE 9�® ��\�// TO THE DISCRETION OF THE CONTRACTOR, SUBJECT TO THE REQUIREMENTS OF THE CONTRACT SPECIFICATIONS. NO EXISTING ACTIVE z x `,J D. CITY OF JACKSONVILLE - PU LIC WORKS DEPT.---------------- --------904-255-8762 (D X w SERVICE SHALL BE LEFT INTERRUPTED AT THE END OF THE WORK DAY. z Xce ❑ ❑ 2. CONTRACTOR SHALL NOT OPEN CUT STREETS IN THE PROJECT AREA UNLESS SPECIFICALLY SHOWN ON PLANS E. CITY OF JACKSONVILLE -TRAFFIC OPERATIONS------------------------904-387-8861 Z o SERVICE F. FLORIDA DEPT. OF TRANSPORTATION--------------- -----------904-360 5200 ® ® 8, CONTRACTOR SHALL PROVIDE ADDITIONAL CORPORATION STOPS FOR FILLING AND DRAINING PURPOSES DURING CONSTRUCTION AS U) X 0 11 113. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A CONSUMPTIVE USE PERMIT(C.U.P.) THROUGH THE ST.JOHNS WATER G. JEA-WATER COLLECTION&DISTRIBUTION - DAVID ASHLEY- -- -------------904-665-8484 NEEDED. CORPORATION STOPS ARE TO BE PLUGGED AND LEFT IN PLACE. INDICATE CORPORATION STOP LOCATIONS ON RECORD o X o MANAGEMENT DISTRICT SHOULD DEWATERING ACTIVITIES BE REQUIRED. H. JEA- SEWER COLLECTION& DISTRIBUTION -JOSH PARKER ------------- ------904-665-6052 DRAWINGS (AS-BUILTS). I. JEA- GENERALINFORMATIO ------------------------------904-665-6000 0 0 cq ❑ ❑ 4. THE DEPARTMENT OF TRANSPORTATION, RAILROAD COMPANIES AND C.O.J.ARE TO BE NOTIFIED IN ADVANCE OFJ. JEA- PROJECT OUTREACH ------------------------------904-665-7500 ❑ ❑ 9. WATER AND SEWER SERVICES SHALL BE TRANSFERRED TO THE NEW MAIN UPON COMPLETION AND F.D.E.P.M.E.A. CERTIFICATION,AND W W CONSTRUCTION PER THEIR RESPECTIVE PERMIT CONDITIONS. K. JEA- POWER OUTAGES- -- -------- 904-665-6000 PRIOR TO THE EXISTING MAINS BEING ABANDONED. 2 --------- -------- w w ❑ ❑ 5. ALL WORK SHALL BE IN ACCORDANCE WITH BID DOCUMENTS,JEA WATER AND SEWER STANDARDS, DETAILS AND MATERIALS L. JEA SEWER PROBLEMS- ------ ----------------------904-665-4802 -- ❑ ❑ 10. IF EXISTING VALVES ARE IN UNPAVED AREAS AND ARE TO BE TAKEN OUT OF SERVICE,THEY SHALL BE CLOSED AND THE VALVE BOX X x w '� w MANUAL, REV. 01/15.AND CITY OF JACKSONVILLE STANDARD SPECIFICATIONS AND DETAILS AND ALL APPLICABLE STATE AND M. JEA WATER PROBLEMS- -------------------------------904-665-4801 x x U X ° LOCAL REGULATIONS. N. JEA-WATER&SEWER LOC TES-------------- --------------904-665-8410 AND COVER SHALL BE REMOVED. IF THE VALVES ARE UNDER PAVED AREAS, THEY SHALL BE CLOSED, THE VALVE BOX GROUT FILLED O. NASSAU COUNTY- PUBLIC ORKS - CHARLES HOUSTON ---'- ------ 904-491-7334 AND THE COVER REMOVED. .. m ❑ ❑ 6. IF SOLVENT CONTAMINATION IS FOUND IN THE PIPE TRENCH WORK SHALL BE STOPPED AND THE PROPER AUTHORITIES P. ST.JOHNS COUNTY- RIGHT-OF-WAY PERMITTING - RICK MAULDIN----- ------------904-209-0134 w m ° ❑ ❑ 11. CONTRACTOR SHALL REPLACE EXISTING WATER METER BOXES WHEN DEEMED NECESSARY BY THE JEA INSPECTOR. z Z w NOTIFIED. WITH APPROVAL OF THE PERMITTING AGENCY, DUCTILE IRON PIPE, FITTINGS AND SOLVENT RESISTANT GASKET Q. ST.JOHNS COUNTY-TRAFFIC SIGNALS - HANK MEIN-----------------------904-209-0173 9 3 w MATERIAL SHALL BE USED IN THE CONTAMINATED AREA.THE DUCTILE IRON PIPE SHALL EXTEND AT LEAST 100 FEET BEYOND R. COMCAST EMERGENCY HO LINE-----------------------------904 380 6274 ❑ ® 12. CONTRACTOR TO PROVIDE ADDITIONAL DEPTH OF BURY VIA PIPE JOINT DEFLECTION TO ACCOMMODATE VALVE SELECTION PER JEA o o o ANY SOLVENT NOTED. S. TECO/PEOPLES GAS - BEN M BLEY----------------------------904-545-8958 STANDARDS. T. SUNSHINE ONE CALL-------.-------.------------.---.--------811 ❑ ❑ 7, THE CONTRACTOR SHALL NOTIFY APPLICABLE UTILITY CONTACT PERSONNEL NOT LESS THAN ONE WEEK PRIOR TO ❑ ❑ 13. WATER METERS MAY REQUIRE RELOCATION FOR CONSTRUCTION, CONTRACTOR SHALL CONTACT JEA METER DEPARTMENT AND CONSTRUCTION OF FACILITIES IN THEIR RESPECTIVE AREAS. RELOCATE WATER METERS AS NECESSARY. US E A ❑ ❑ 8. TREE PROTECTION SHALL BE IN ACCORDANCE WITH JACKSONVILLE ORDINANCE CODE 656 AND/OR AS ❑ 14. PRIOR TO COMMENCING ANY EXCAVATION OR GRADING,THE CONTRACTOR SHALL OBTAIN ALL GEOTECHNICAL AND TOPOGRAPHIC DETAILED ON SPECIFIC PLAN SHEETS. NO TRIMMING OF OVERHANGING TREE LIMBS WILL BE ALLOWED. _ SURVEY DATA AND LOCATIONS OF ABOVE GROUND AND UNDERGROUND UTILITIES. SHOULD THE CONTRACTOR DISCOVER ANY USE SMALLER EQUIPMENT IF NECESSARY. INACCURACIES, ERRORS OR OMISSIONS IN THE SURVEY DATA, HE SHALL IMMEDIATELY NOTIFY THE DESIGN ENGINEER IN ORDER THAT E PROPER ADJUSTMENTS CAN ,BE ANTICIPATED AND ORDERED. E ❑ El 9. THE CONTRACTOR SHALL LOCATE THE DRAINAGE INLET STRUCTURES IN THE PROJECT AREA AND ERECT O SEDIMENTATION CONTROL DEVICES AS NECESSARY PER THE CITY OF JACKSONVILLE STORMWATER ❑ 15. SHEET PILING WILL BE REQUIRED ON ALL EXCAVATIONS DEEPER THAN 16 FEET. POLLUTION PREVENTION PLAN. G ❑ ❑ 10. CONTRACTOR TO COORDINATE WORK WITH OTHER UTILITIES DURING CONSTRUCTION. - E EXISTING UTILITY PROTECTION 0 LO0 1. IN ORDER TO REDUCE THE DISRUPTION AND COST OF UTILITY DAMAGES OCCURRING IN THE DUVAL COUNTY RIGHT-OF-WAY AND EASEMENTS,THE CONTRACTOR SHALL PREVENT DAMAGES TO EXISTING UTILITIES I CAUSED BY HIS WORK THROUGH FIELD VERIFICATION OF THE LOCATION OF THE EXISTING UTILITIES. IN THE CASE OF OPEN EXCAVATION, VERIFICATION MAY BE PERFORMED DURING THE CONTRACTORS WORK. IN THE DATE ; JULY 2015 o CASE OF DIRECTIONAL DRILLING, VERIFICATION SHALL TAKE PLACE PRIOR TO MOBILIZATION OF THE DRILLING W1 14001.01 C'1' IVO. N EQUIPMENT. N Z DESIGNED 8Y : J B D 2. THE CONTRACTOR SHALL VERIFY THE LOCATION OF EXISTING UTILITIES AS NEEDED TO AVOID CONTACT. 41 EXISTING UTILITIES SHALL BE EXPOSED USING DETECTION EQUIPMENT OR OTHER ACCEPTABLE MEANS. SUCH f-- DRAWN By : DPT O METHODS MAY INCLUDE BUT SHALL NOT BE LIMITED TO"SOFT DIG" EQUIPMENT AND GROUND PENETRATING f-- W RADAR(GPR). THE EXCAVATOR SHALL BE HELD LIABLE FOR DAMAGES CAUSED TO THE CITY'S/JEA'S Z W SCALE : AS NOTED o, INFRASTRUCTURE AND THE EXISTING FACILITIES OF OTHER UTILITY COMPANIES. W TZ 3. 2E W Rb. Date Revkion 3. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE AND AVOID ALL UTILITIES, OTHER W STRUCTURES AND OBSTRUCTIONS BOTH ABOVE AND BELOW GROUND SURFACE..ALL DAMAGE RESULTING W cFROM THE CONTRACTOR'S FAILURE TO COMPLY WITH THIS REQUIREMENT SHALL BE REPAIRED AT THE Q 0 CONTRACTOR'S EXPENSE. W0 E W Z O z m z Q --1 a 0' W O - Q Z •o a� o W w tZ THIS DRAWIING NOT RELEASED FOR CONSTRUCTION UNLESS 80 NOTED w Z ABOVE :D SHEET TTTLE U D o Q N a o W U o En Z JEA -- W 00 Q_ z GENERAL NOTES U Z F- W W J Q w Q U 0_ _ I O Oz �r +mr �N �W W Z i ® �� CD w _ 0 02 7t3 r- 0 $8, STATE OF 0 J$ ♦a t q DA ri TM PROSSER Community- Management- Energy-Relationships 13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229 Office 904.739.3655 HORIZONTAL & VERTICAL SEPARATION REQUIREMENTS - Z Fax 904.730.3413 0 In PROPOSED UTILITY W www.prosserinc.com w Florida Certificate of Authorization 00 Number: 00004050 POTABLE WATER WASTEWATER RECLAIMED WATER VACUUM SEWERS JOINT JOINT JOINT JOINT CONFLICTING UTILITY HORIZ. VERT. SPACING* HORIZ. VERT. SPACING* HORIZ. VERT. SPACING* HORIZ. VERT. SPACING* 6' 3' NOTE 1 NOTE 2 NOTE 5 NOTE 2 w POTABLE WATER 3 6" 3 6'to 10' 12 6. 3' 6" NOTE 2 3'to 10' 12" NOTE 2 Q 0 6' 3' 3' 3' 6' 3' 3' NOTE 2 NOTE 1 NOTE 1 NOTE 2 RECLAIMED WATER 3' 6" 3' 6" NOTE 2 NOTE 1 6" NOTE 2 WASTEWATER 6' 3' 3' " 3' 6.. 3' 3' 6., 3' m (GRAVITY AND FORCE MAIN) 6'to 10 12" NOTE 2 NOTE 1 NOTE 1 6 NOTE 1 NOTE 2 NOTE 1 NOTE 2 3' 3' 3' 3' 3' 3' 3' co ui v vi Ci.— 3'to 10' 12 NOTE 2 NOTE 1 NOTE 1 6 NOTE 1 6 NOTE 2 NOTE 1 6 NOTE 2 Z VACUUM SEWERS 10' MAX RIGHT OF WAYS NOTE 1 N/A N/A NOTE 1 N/A N/A NOTE 1 N/A N/A NOTE 1 N/A N/A _ AUTOMOBILE VICE WATER MAIN o PERMANENT 3, 3, 3. 3' o STATION / Z STRUCTURES N/A N/A N/A N/A N/A N/A N/A N/A (SIGNS, TREES, POLES, ETC.) NOTE 1 NOTE 1 NOTE 1 NOTE 1 MJ TEE OR HYDRANT TEE (ANCHOR TEE)SIZED AS REQUIRED w � UTO MOTIVE w N HYDRANT SUMP (PROVIDE GRAVEL Z STORM 3' 3' 3' 3' 3' 3' 3' 3' PROVIDE SPOOL PIECE WITH AND FILTER FABRIC AS SHOWN) FOR LOCATE WIRE �� w SERVICE SEWERS NOTE 1 12 NOTE 2 NOTE 1 6 NOTE 2 NOTE 1 6 NOTE 2 NOTE 1 6 NOTE 2 3/4" RODS (24" LONG MIN) REQUIREMENTS STANDARD MECH. JOINT D.I.TEE z ❑ 30"MIN. - (SEE NOTE#1) OR HYDRANT TEE (ANCHOR TEE) w o SIZED AS REQ'D ALL OTHER 3' 3' 3' 6 3' 3' 3' 3' 3' 2'-8" ❑ .. .. 6.. UTILITIES NOTE 1 12NOTE 2 NOTE 1 NOTE 2 NOTE 1 6.. NOTE 2 NOTE 1 NOTE 2 3/4" ROD ALONG FIRST PROVIDE SPOOL PIECE 6" PIPE O 15 LF FROM HYDRANT IF REQUIRED (24" LONG MIN.) "= (NOTE#2) 6" M.J. GATE VALVE (POSITION NEAREST TEE FITTING) 3/4' RODS ALONG FIRST 15 LF ' :'" ; _;..; O i. MECHANICAL JOINT Co NOTES: FROM HYDRANT(NOTE#2) N RESTRAINTS (TYP) 1. THIS SEPARATION REQUIREMENT IS TO PROVIDE ACCESSIBILITY FOR CONSTRUCTION AND MAINTENANCE. THREE FEET OF HORIZONTAL SEPARATION IS 6" M.J. GATE VALVE (RESTRAINTS REQ.) I� 2-8 - 6"-90° D.I. BEND(MJ) m THE MINIMUM FOR PIPES WITH THREE FEET OF COVER. FOR PIPES INSTALLED AT GREATER DEPTH, PROVIDE AN ADDITIONAL FOOT OF SEPARATION POSITIONED NEAREST TEE FITTING T OF DEPTH. z z w ui FOR EACH ADDITIONAL FOO MECHANICAL RESTRAINT REQUIRED (TYP) 30"MIN w � ¢ = a ❑ ❑ ❑ ❑ 2. THE MINIMUM JOINT SPACING REQUIRED FROM CROSSING FROM OTHER UTILITIES WHILE STILL MAINTAINING MINIMUM VERTICAL SEPARATION. WATER MAIN HYDRANT SUMP(PROVIDE GRAVEL _. AND FABRIC AS SHOWN) 3. DISTANCES GIVEN ARE FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE. PLAN 4. NO WATER PIPE SHALL PASS THROUGH OR COME INTO CONTACT WITH ANY PART OF SANITARY OR STORM WATER MANHOLE OR STRUCTURES. PLAN N PROVIDE RAISED PAVEMENT MARKER 5. WATER MAIN SHOULD CROSS ABOVE OTHER PIPES WHENEVER POSSIBLE. WHEN WATER MAIN MUST BE BELOW OTHER UTILITY PIPING,THE MINIMUM (SEE NOTE#6) -- PROVIDE RAISED PAVEMENT SEPARATION SHALL BE 12 INCHES. E / MARKER(SEE NOTE#6) 03-WAY FIRE HYDRANT PUMPER NOZZLE fes---3 WAY FIRE HYDRANT PUMPER E LO O a TO FACE C�OF PAVEMENT x NOZZLE TO FACE CLOF PAVEMENT U r (SEE NOTES#3) ¢ (NOTES#3) WATER VALVE BOX 4'x4'SQUARE x 6"THICK CONCRETE �� (�(� (COVE PAINTED YELLOW) � BREAKABLE FLANGE LOCATED SLAB IMMEDIATELY BELOW o SEPARATION\AT I O N R E Q U I I \E M E N TS Fill \ LOCABREATED (1"MIN )ABOVE BLE FLANGEz z (1"MIN)ABOVE FINISHED GRADE CV Co GRADE FINISHED GRADE BREAKABLE FLANGE (SEE NOTE 2) [� �/�� FINISHED GRADE (3000 psi CONCRETE WITH#4 Nt. WATER, V VASTEV VATEI \ AND RECLAIMED V VATER MAINS y *P f 6fjf REBARAT12"O.C. EACHWAY). ` s:•., �• fi y 41 BARE WIRE LOCATE WIRE IF REQUIRED o JANUARY 2015 PLATE W-10 _ T_ o (SEE NOTE#1 LOCAT WIRE IF REQUIRED LEAVE DRAIN F- O a Z DEAD END ) JULY 2015 3 (SEEN TE#1) HOLES OPEN o w o w (NOTE#1) WATER VALVE BOX&COVER DATE v BARE WIRE DEAD-END w > mCOVER PAINTED YELLOW 1 14001.01 (NOTE#1) U) ( ) CT Imo. . Z) 07 CO � CD - CO- o _ _ J B D — o cV WATER MAIN AND NON-WATER MAIN SEPARATION REQUIREMENTS NOTES - `'` ...; ;�.,` 'r:;;: _ — � _, �Y 1. IT IS REQUIRED THAT"WATER MAINS"BE INSTALLED,CLEANED, DISINFECTED AND HAVE A SATISFACTORY BACTERIOLOGICAL o j By : DPT SURVEY PERFORMED IN ACCORDANCE WITH THE LATEST APPLICABLE AWWA STANDARDS,CHAPTER 62 555,F.A.C.AND LATEST N .. a JEA WATER AND SEWER STANDARDS. FOR THE PURPOSE OF THIS SECTION,THE PHRASE' MAINS"SHALL MEAN MAINS, O LEAVE DRAIN HOLES OPE -+1 INCLUDING TREATMENT PLANT PROCESS PIPING,CONVEYING EITHER RAW,PARTIALLY TREATED,OR FINISHED DRINKING WATER; EAV R O N �(`, AS NOTED p FIRE HYDRANT LEADS;AND SERVICE LINES THAT HAVE AN INSIDE DIAMETER OF THREE(3)INCHES OR GREATER. IN ADDITION, w ' '`� "REFERS TO THE WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. '� � PROVIDE FILTER FABRIC (MARAFI Nm Date R®Vi>A11 _0I THE PHRASE"RECLAIMED WATER R RS PROVIDE FILTER FABRIC (MARAFI 700X, 140-S HYDRANT SUMP 2.-8" 700X, 140-S OR EQUAL)TO TOP AND a) ALL 4 SIDES C E 2. NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE OR EQUAL)TO TOP AND ALL 4 SIDES. 2,_$., 0 (3)FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED STORM SEWER, HYDRANT SUMP 0 STORMWATER FORCE MAIN,OR PIPELINE CONVEYING RECLAIMED WATER. SECTION C) SECTION SEC l 3. NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX(6) NOTES: NOTES: Z Z w FEET,AND PREFERABLY TEN(10)FEET,BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR o PROPOSED GRAVITY OR PRESSURE-TYPE SANITARY SEWER,WASTEWATER FORCE MAIN,OR PIPELINE CONVEYING RECLAIMED 1. LOCATE WIRE IS ONLY REQUIRED IF THE DISTANCE BETWEEN VALVE AND HYDRANT IS OVER 15 LINEAR FEET IF REQUIRED, 1. LOCATE WIRE IS ONLY REQUIRED IF THE DISTANCE BETWEEN VALVE AND HYDRANT IS OVER 15 LINEAR FEET IF REQUIRED,THE �-- LI WATER. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY-TYPE SANITARY SEWERS THE WIRE SHALL BE ROUTED FROM THE VALVE TO THE HYDRANT AS SHOWN ABOVE.THE END OF THE WIRE SHALL BE WIRE SHALL BE ROUTED FROM THE VALVE TO THE HYDRANT AS SHOWN ABOVE.THE END OF THE WIRE SHALL BE SECURED TO co o0 MAY BE REDUCED TO THREE(3)FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX(6)INCHES ABOVE THE TOP SECURED TO THE PIPE MAIN.SEE SECTION 350,LOCATE WIRE INSTALLATION PARAGRAPH. THE PIPE MAIN.SEE SECTION 350, LOCATE WIRE INSTALLATION PARAGRAPH. OF THE SEWER(SPECIAL CASE). RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY OR VACUUM TYPE FIRE HYDRANTS SHALL BE INSTALLED BETWEEN BACK OF CURB AND FACE OF SIDEWALK AND NOT WITHIN SWALE/DITCH 2. FIRE HYDRANTS SHALL BE INSTALLED BETWEEN BACK OF CURB AND FACE OF SIDEWALK.ALL HYDRANTS SHALL BE LOCATED w �W" Q 4. NEW OR R 6 INCH S AND AREAS. THE DISTANCE RANGE FROM EDGE OF ADJACENT PAVEMENT, BACK OF CURB AND FACE OF SIDEWALK SHALL BE IN NO LESS THAN THREE(3)FEET FROM THE EDGE OF PAVEMENT OR BACK OF CURB OF THE ADJACENT ROADWAY AND NO LESS SANITARY SEWER OR STORM SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX( ) E , COMPLIANCE WITH LOCAL COUNTY FIRE DEPARTMENT RULES AND AS APPROVED BY JEA AND APPLICABLE PERMITTING THAN THREE(3)FEET FROM ANY PHYSICAL FEATURE WHICH MAY OBSTRUCT ACCESS OR VIEW OF ANY HYDRANT UNLESS I PREFERABLE TWELVE(12)INCHES,ABOVE OR AT LEAST TWELVE(12)INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE. AGENCIES. DISTANCE SHALL BE MEASURED TO THE CLOSEST PART OF THE FIRE HYDRANT(I.E.THE PUMPER NOZZLE) , THE OTHERWISE APPROVED BY THE JEA.THE MAXIMUM DISTANCE(BACK OF CURB)SHALL BE IN COMPLIANCE WITH LOCAL COUNTY N HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. MAXIMUM DISTANCE(BACK OF CURB)SHALL BE IN COMPLIANCE WITH LOCAL COUNTY FIRE DEPARTMENT RULES AND AS FIRE DEPARTMENT RULES AND AS APPROVED BY JEA. FOR OTHER LOCATION LIMITATIONS SEE PLATES W-10 AND W-11. IF % APPROVED BY JEA. FOR OTHER LOCATION LIMITATIONS SEE PLATES W-10 AND W-11. IF PIPING BETWEEN TEE AND HYDRANT IS PIPING BETWEEN TEE AND HYDRANT IS LONGER THAN 80 LF,AN ADDITIONAL 6"GATE VALVE IS REQUIRED AT THE HYDRANT 5. NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED PRESSURE-TYPE SANITARY LONGER THAN 80 LF,AN ADDITIONAL 6"GATE VALVE IS REQUIRED AT THE HYDRANT LOCATION(PROVIDE 30"SEPARATION). LOCATION(PROVIDE 30"SEPARATION).ALL PIPING,VALVES AND FITTINGS ALONG THE HYDRANT BRANCH MAIN WHICH IS WITHIN n SEWER,WASTEWATER OR STORMWATER FORCE MAIN,OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE ALL PIPING,VALVES AND FITTINGS ALONG THE HYDRANT BRANCH MAIN WHICH IS WITHIN 15 LF OF THE HYDRANT SHALL BE 15 LF OF THE HYDRANT SHALL BE RESTRAINED UTILIZING ONLY TWO 3/4"DIA(THREADED ENDS)STEEL RODS AND EYE BOLTS a� OUTSIDE OF THE WATER MAIN IS A LEAST TWELVE(12)INCHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE. RESTRAINED UTILIZING ONLY TWO 3/4"DIA(THREADED ENDS)STEEL RODS AND EYE BOLTS(NO JOINT RESTRAINT DEVICES (NO JOINT RESTRAINT DEVICES REQUIRED).A SPLIT SERRATED RING WITH RESTRAINT EARS(EBAA 15 PF06 or EQUAL)MAYBE HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. REQUIRED).A SPLIT SERRATED RING WITH RESTRAINT EARS(EBAA 15 PF06 or EQUAL)MAYBE USED IN THIS ASSEMBLY.ALL USED IN THIS ASSEMBLY.ALL OTHER JOINTS ALONG THE HYDRANT BRANCH MAIN OUTSIDE OF THE FIRST 15 LF SHALL INCLUDE < OTHER JOINTS ALONG THE HYDRANT BRANCH MAIN OUTSIDE OF THE FIRST 15 LF SHALL INCLUDE JOINT RESTRAINTS. JOINT RESTRAINTS. 7M MAV" w 6. AT THE UTILITY CROSSINGS DESCRIBED IN NOTES 4 AND 5 ABOVE,ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED NOT FlIELEASW FOR ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. 80 WTW ALTERNATIVELY,AT SUCH CROSSINGS,THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE OPERATION OF THE FIRE HYDRANT SHALL BE EITHER FULL OPEN POSITION OR TOTALLY CLOSED POSITION.THE HYDRANT 3. OPERATION OF THE FIRE HYDRANT SHALL BE EITHER FULL OPEN POSITION OR TOTALLY CLOSED POSITION.THE HYDRANT Z SHALL NOT BE UTILIZED TO THROTTLE OUTLET FLOW. SHALL NOT BE UTILIZED TO THROTTLE OUTLET FLOW. AWVE w (3)FEET FROM ALL JOINTS IN VACUUM-TYPE SANITARY SEWERS,STORM SEWERS, STORMWATER FORCE MAINS,OR PIPELINES CONVEYING RECLAIMED WATER,AND AT LEAST SIX(6)FEET FROM ALL JOINTS IN GRAVITY OR PRESSURE-TYPE SANITARY PRIOR TO PROJECT FINAL INSPECTION,THE HYDRANT AND ALL ABOVE GROUND PIPING SHALL BE RE-OILED,GREASED AND 4. PRIOR TO PROJECT FINAL INSPECTION,THE HYDRANT AND ALL ABOVE GROUND PIPING SHALL BE RE OILED,GREASED AND SHEET .1 RIE SEWERS,WASTEWATER FORCE MAINS,OR PIPELINE CONVEYING RECLAIMED WATER. REPAINTED(RUS-KIL ENAMEL-INTERNATIONAL YELLOW OR EQUAL). PRIVATELY OWNED AND MAINTAINED FIRE HYDRANTS REPAINTED(RUS-KIL ENAMEL-INTERNATIONAL YELLOW OR EQUAL).PRIVATELY OWNED AND MAINTAINED FIRE HYDRANTS p 7. NEW OR RELOCATED FIRE HYDRANTS SHALL BE LOCATED SO THAT THE HYDRANTS ARE AT LEAST THREE(3)FEET FROM ANY SHALL BE PAINTED RED. SHALL BE PAINTED RED. 0 EXISTING OR PROPOSED STORM SEWER,STORMWATER FORCE MAIN,OR PIPELINE CONVEYING RECLAIMED WATER;AT LEAST Q FIRE HYDRANTS SHALL BE ORDERED WITH PROPER"BURY DEPTH"TO MEET ACTUAL FIELD CONDITIONS.THIS IS ESPECIALLY 5. FIRE HYDRANTS SHALL BE ORDERED WITH PROPER"BURY DEPTH"TO MEET ACTUAL FIELD CONDITIONS.THIS IS ESPECIALLY N THREE(3)FEET,AND PREFERABLY TEN(10)FEET, FROM ANY EXISTING OR PROPOSED VACUUM TYPE SANITARY SEWER;AT IMPORTANT FOR BRANCH LINES WHICH TEE-OFF A 12"OR LARGER WATER MAIN. UNLESS APPROVED OTHERWISE BY JEA,THE IMPORTANT FOR BRANCH LINES WHICH TEE-OFF A 12"OR LARGER WATER MAIN. UNLESS APPROVED OTHERWISE BY JEA,THE I- / LEAST SIX(6)FEET,AND PREFERABLY TEN(10)FEET, FROM ANY EXISTING OR PROPOSED GRAVITY OR PRESSURE-TYPE INSTALLATION OF(45°)BENDS IS NOT ACCEPTABLE WHEN UTILIZED TO CORRECT AN IMPROPERLY FURNISHED HYDRANT.THE INSTALLATION OF(45°)BENDS IS NOT ACCEPTABLE WHEN UTILIZED TO CORRECT AN IMPROPERLY FURNISHED HYDRANT.THE ry ZZ = SANITARY SEWER OR WASTEWATER FORCE MAIN. USE OF HYDRANT EXTENSIONS SHOULD BE MINIMIZED. USE OF HYDRANT EXTENSIONS SHOULD BE MINIMIZED. < ¢ ® AI U TER m Q Z W 8. WHERE AN UNDERGROUND WATER MAIN IS BEING LAID LESS THAN THE REQUIRED MINIMUM HORIZONTAL DISTANCE FROM BLUE REFLECTIVE MARKERS SHALL BE INSTALLED IN SUCH A MANNER THAT THE REFLECTIVE FACE OF THE MARKER IS 6. BLUE REFLECTIVE MARKERS SHALL BE INSTALLED IN SUCH A MANNER THAT THE REFLECTIVE FACE OF THE MARKER IS M ANOTHER PIPELINE AND WHERE AN UNDERGROUND WATER MAIN IS CROSSING ANOTHER PIPELINE AND JOINTS IN THE WATER TAIL U AI RE BEING LOCATED LESS THAN THE REQUIRED MINIMUM DISTANCE FROM JOINTS IN THE OTHER PIPELINE,THE PERPENDICULAR TO A LINE PARALLEL TO THE ROADWAY CENTERLINE.THE BLUE REFLECTIVE MARKERS SHALL BE PLACED IN PERPENDICULAR TO A LINE PARALLEL TO THE ROADWAY CENTERLINE.THE BLUE REFLECTIVE MARKERS SHALL BE PLACED IN MAIN A THE CENTER OF THE TRAVEL LANE, DIRECTLY ACROSS FROM AND ADJACENT TO EACH FIRE HYDRANT. THE CENTER OF THE TRAVEL LANE, DIRECTLY ACROSS FROM AND ADJACENT TO EACH FIRE HYDRANT. Uj J CONTRACTOR SHALL CONSULT THE DESIGN ENGINEER TO OBTAIN APPROVAL OF ANY ALTERNATIVE CONSTRUCTION METHODS, c Q PRIOR TO CONSTRUCTION. FIRE HYDRANT I N ST /\ L L/\TIO N I � � Q NOTES ON UTILITY SEPARATION REQUIREMENTS USING MECHANICAL JOINT TEE FIRE HYDRANT INSTALLATION LIMITED SPACE o ORD""'"", 1- O Z r ,• j �•, w w Z o .�`' ... w •,.° - Q JANUARY 2015 PLATE W-11 JANUARY 2015 PLATE W-13 JANUARY 2015 PLATE W-14 �� w ' •..° _ o _ I Z O 6 _ d 0 4 i '.I DAA1N�P / PROSSER Community-Management- Energy-Relationships 2" BUSHING (TO BE REMOVED) 13901 Sutton Park Drive South, Suite 200 2"X 2"TEE (TD BE REMOVED) Jacksonville, Florida 32224-0229 1/2"(MIN)SMOOTH NOSE BIBB 90° BEND (TO BE SMOOTH HOSE BIBB (TO BE REMOVED) REMOVED) (TO BE REMOVED) Office 904.739.3655 2"PIPE (TO BE REMOVED) Z Fax 904.730.3413 O WATER SHALL FLOW > www.prosserinc.com II --,STRAIGHT DOWN (NOT ANGLE) Florida Certificate of Authorization III Number: 00004050 FINISHED GRADE M o FINISHED GRADE 777/�'`;> �vv®'% '%v��'�� ` v %!%'w% � �' ' v �� � v V� \y yy �� ��' , AlLU WATER MAIN Q ❑ (SIZE &TYPE VARIES) PIPE (Y2"SIZE MIN.)(TO BE REMOVED)ROUTE TO ' ROADWAY SHOULDER IF REQUIRED(SEE NOTES) m BUSHING IF REQ. (TO BE REMOVED) 2"9 DEGREE ELBOW 1"THREADED PLUG (TO BE INSTALLED AFTER U cf7 ui V C'i CV'- (TO 13E REMOVED) BACTERIOLOGICAL CLEARANCE IS RECEIVED) Z 2"THREADED PLUG (TO BE , INSTALLED AFTER BACTERIOLOGICAL 90° DEGREE BEND (TO BE REMOVED ) AUTOm AOBILE CLEARANCE IS RECEIVED) 2"DOUBLE STRAP SERVICE SADDLE 1"CORPORATION STOP CONNECTED z° (TO REMAIN) ( z STATION 2"CORPORATION STOP CONNECTED DIRECTLY INTO SADDLE TO REMAIN) 0 A LOCATE WIRE SHALL BE PLACED ON SERVICES 1OFT OR GREATER. DIRECTLY INTO SADDLE(TO REMAIN)(NOTE 9 �'`� 1"WATER SERVICE SADDLE a THAT OUTLET AT 3:00 OR 9:00 POSITION) (TO REMAIN) (NOTE THAT OUTLET, w AUTOMOTIVE SINGLE`WATER SERVICE GANG WATER SERVICES GANG WATER SERVICES NOTES: - AT 3:00 OR 9:00 POSITION) z w 3 OR 4 SERVICES(SEE NOTE#5) 5 OR MORE SERVICES (SEE NOTE#5) 1. LOCATION OF SAMPLE OINT BIBB SHALL NOT BE WITHIN THE ROADWAY BUT ROUTED TO THE ROADWAY SHOULDERS z o Vi CE P/L P/L 2 (NON-TRAFFIC AREAS). U) p 2' 7 1/2'JEA ELECTRICAL 4" D.I.P. MAIN (MIN)WHERE WATER MAIN (SIZE &TYPE VARIES) o 2 EASEMENT METER W/ MULTIPLE TAPS ARE 2. ALL PIPE&FITTING SHALL BE GALVANIZED MATERIAL OR PVC(S-40). CURB STOP CONSTRUCTED NOTES: R/W 15' MAX 20 MAX 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL TEMPORARY PIPING&FITTING(AS NOTED)AFTER 1" POLY BACTERIOLOGICAL CLEARANCE IS RECEIVED 1. LOCATION OF SAMPLE POINT BIBB SHALL NOT BE WITHIN THE ROADWAY BUT ROUTED TO THE ROADWAY -- -- - - - - - - - - - - SHOULDERS(NON-TRAFFIC AREAS). 1"POLY TUBING W/"Y" 4. THE CONTRACTOR SHALL COMPLY WITH ALL JEA RULES AND POLICES AS OUTLINED BY THE JEA'S ENVIRONMENTAL RESPONSE 1" MIP PACK COORDINATOR(ERC)AND OTHER ASSOCIATED JEA STANDARDS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL TEMPORARY PIPING&FITTINGS(AS NOTED), FITTING (FORD Y 44-264, JOINT COUPLING MUELLER H-15343 OR SAMPLE ® ® AFTER BACTERIOLOGICAL CLEARANCE IS RECEIVED. APPROVED EQUAL) MULTI-SERVICE"Y" 211 TEMPORARY SAM1 L TAI FOR STUB OUT m ( ' FIP INLET AND 3 3. PIPE AND FITTINGS SHALL BE.PVC(SCH.40)OR GALV.MATERIAL. � r } 1%"POLY TUBING w m OR 4 1" FIP OUTLET) w LONG-SIDE WATER SERVICE JANUARY 2015 PLATE W-26 4. THE USE OF THE ABOVE CONSTRUCTION FOR A TEMPORARY SAMPLE POINT SHALL BE LIMITED TO AREAS WHERE A ui v ui 2" MIP PACK SERVICE SADDLES WITH w a ¢ = a POLY TUBING (1"MIN.) JOINT COUPLING 24"SEPARATION AT A SAMPLE TAP BY ALTERNATIVE METHODS(SEE W-24)IS NOT FEASIBLE OR IF DIRECTED OTHERWISE BY JEA. ❑ o o . . . . . . . . . . . . . MIN. (NO GLUED TEES) 5. THE CONTRACTOR SHALL COMPLY WITH ALL JEA RULES AND POLICIES AS AS OUTLINED BY JEA'S ENVIRONMENTAL RESPONSE COORDINATOR(ERC)AND OTHER ASSOCIATED JEA STANDARDS. 2".POLY TUBING E E . . . . . . . WATER SERVICE MARKER . . . . . . .\_ -OADVYAY REQUIRED FOR NEW �/ �"� D DEVELOPMENT AREAS TEMBORAR 1 VAMI LE TA -SA DDLE•W/CORP • - 2•'SADDLE W/CORP STOP (SEE NOTE#4) O E '. STOP'(TYP). .•. .•. . . . .•. .•.•. .•. . . ..•. •. .•.•.•.•. .•. .•. - % 0 4"G.V. (MIN) SET AT FINAL GRADE (NOTE#7) N JANUARY 2015 PLATE W-25 Ln 2' MAX(SEE NOTE#4) E o CO-POLYMER METER BOX O IL: - I C_WATER MAIN SHORT-SIDE WATER SERVICE &COVER(NOTE#1) I POLY TUBING (1 MIN.) METER COUPLING (NOTE#4) �a0 METER BOX LOCATION 12 = Ln (NEAR UG ELECTRICAL 2 WATER METER BOX(TYP) CURB STOP (MAX) N BOX, NOTE#1) 2 7 1/2'JEA ELECTRICAL EASEMENT LOCATE WIRE PIG TAIL END (12"LONG) � 10'x 10'JEA ELECTRICAL - - - - - - - - -- - - R/W �� ��� ,/ � ���� 41 ® EASEMENT W/UG ELECTRIC 0 - - - -1_ J-- -BOX OR DRAINAGE - - -- - - -- - - -- - - -- - _ -- - � -- Z R/W: RIGHT OF WAY LINE CORPORATION STOP REQUIRED ON �y 2E T EASEMENT(NOTE#3) P/L P/L: PROPERTY LINE ALL SERVICES REGARDLESS OF SIZE. r JEA „ (CONNECTE DIRECTLY INTO SADDLE) (OTE METER N ®OUBLE 1 WATER SERVICE DATE : JULY, 2015 LO (SEE NOTE#6) 2"CURB STOP-FIP NC"]' 114001.01 CONNECTION TO CUSTOMER'S (SEE NOTE#2) DESKWM a NOTES: WATER MAIN AND BACKFLOW JEA STANDARD WATER BY , JBD 1. THE SKETCHES ABOVE INDICATE TYPICAL WATER SERVICE AND METER BOX LOCATIONS.ACTUAL LOCATIONS OF BOXES MAY SET CURB STOP AS PREVENTER(IF APPLICABLE) METER BOX FOR 1"METER W/ 2" POLY WITH BRASS FITTING DMWN ®Y DPT Ln VARY SLIGHTLY ACCORDING TO FIELD CONDITIONS ENCOUNTERED.TYPICALLY,THE METER BOX SHALL LOCATED AT THE R/W SERVICE SADDLE CLOSE TO WALL 2"AS HEAVY DUTY IRON LID. CLOSE NIPPLE LINE BUT INSIDE THE 7 1!2'ELECTRIC EASEMENT. POSSIBLE(2 MAX) SET METER ON UNDISTURBED 41 (SEE NOTE#2) POLYETHYLENE WATER OR COMPACTED SOIL LOCATE WIRE PIG TAIL END 2" BRASS, 90° ELBOW&PLUG SCALEAS NOTED : ❑I 2. UNLESS SPECIFIED OTHERWISE BY THE APPLICABLE COUNTY(NASSAU,CLAY OR ST.JOHNS COUNTY),THE METER BOX SHALL SERVICE LINE (12" LONG) __j Na Date Revkdon BE LOCATED IN THE JEA 7 1/2'ELECTRIC EASEMENT,AND TWO FEET INSIDE OF THE PROLONGATION OF ONE OF THE SIDE �`° (10oLF MAX., NOTE#3) FINISHED GRADE (D PROPERTY LINES. IF A CONFLICT EXISTS WITH OTHER UTILITIES,THE METER BOX MAY BE ADJUSTED TO FOUR FEET(MAX.) Q o INSIDE PROPERTY LINES(IN LIEU OF TWO FEET).UNLESS APPROVED OTHERWISE BY JEA,THE WATER METER BOX SHALL BE ACCEPTABLE RANGE FOR \�, \ \ `\ \ \ \ } LOCATED IN NON-TRAFFIC AREAS(NOT IN SIDEWALKS OR DRIVEWAYS). IF THE METER BOX IS APPROVED BY JEA TO BE LOCATED IN A DRIVEWAY OR SIDEWALK,THEN THE CONSTRUCTION SHALL MEET STANDARD DETAIL NUMBERS W-3&4,AT A TAPS 0°-45° a Q Q MINIMUM(SEE W-3 AND W-4 FOR THE REQUIREMENTS OF SPECIAL ORDER POLYMER BOX AND TOP).SET TOP OF BOX AT d FINISHED GRADE. IF AN UNAPPROVED METER BOX IS IDENTIFIED BY JEA,THEN THE CONTRACTOR OR CUSTOMER SHALL BE ZZ Z p RESPONSIBLE FOR THE COST OF RELOCATING ANY METER BOX WHICH IS LOCATED IN THE SIDEWALK OR DRIVEWAY OR THE I �-- DISTRIBUTION MAIN LOCATE WIRE COST TO PROVIDE THE CORRECT METER BOX.JEA SHALL APPROVE ALL DEVIATIONS TO THE ABOVE PRIOR TO CONSTRUCTION. (SEE NOTE#4) c U) G 0 3. IF DRAINAGE OR OTHER EASEMENT LOCATED BETWEEN LOTS,METER BOXES SHALL BE LOCATED AT THE EASEMENT LINE BUT NOTES: < (Y �3: OUTSIDE THE EASEMENT AREA. I 1. SEE PLATE W-1 FOR METER LOCATION REQUIREMENTS. 2" POLY C .- � - L1J ll.l 15 CRUSHED ROCK W 4. FOR SINGLE SERVICES,THE HORIZONTAL DISTANCE(PERPENDICULAR TO THE MAIN)BETWEEN THE SERVICES SADDLE AND THE 2"CORPORATION STOP OR GRAVEL BELOW BOX Q METER BOX SHALL BE 2 FEET MAXIMUM,FOR DOUBLE V SERVICES,THE 1 YZ'POLY MAIN SHALL BE LOCATED CENTERED 2. SINGLE BAND SADDLES MAYBE UTILIZED ON NEW 1"WATER SERVICES WHICH ARE INSTALLED ON A DRY 10"SIZE OR SMALLER N BETWEEN THE TWO METER BOXES.LOCATE WIRE IS REQUIRED ON ALL SERVICES 10'OR GREATER IN LENGTH. IF LOCATE WIRE _ WATER MAIN(NEW WATER MAIN CONSTRUCTION). FOR WET TAPS OR WATER MAINS 12"SIZE AND LARGER,A DOUBLE BAND / IS REQUIRED,THE WIRE SHALL RUN FROM THE METER BOX(W!PIG TAIL)TO THE MAIN(DEAD END SHALL BE TAPED WITH NO SADDLE IS REQUIRED.BRASS SADDLES MAY BE UTILIZED ON NEW 1 INCH AND SMALLER WATER SERVICES WHICH ARE INSTALLED ur CONNECTIOIJTO MAIN WIRE WITH THE LAST 24 INCHES STRIPED OF INSULATION/BARE WIRE AS GROUND).ALL EXCEPTIONS TO ON A DRY 10 INCH OR SMALLER PVC WATER MAIN. p THIS REQUIREMENT MUST BE APPROVED BY JEA.THIS WILL ASSIST IN LOCATING EXISTING SERVICE LINES IN THE FUTURE. j 3. NO OPEN CUT UNDER ROADWAY PAVING ALLOWED UNLESS THE ROADWAY IS BEING RECONSTRUCTED OR IF DIRECTED L 5. GANG WATER SERVICES: FOR 3 OR 4 SERVICES IN ONE AREA,A DUCTICLE IRON PIPE(D.I.P.)WATER MAIN EXTENSION W/LOCATE OTHERWISE BY J.E.A.CONSTRUCT POLY LINE WITH 24"(MIN.)COVER UNDER ROADWAYS.THE POLY WATER SERVICE LINE SHALL 2"90° BRASS COMPRESSION < WIRE MAY BE UTILIZED ON EITHER SHORT-SIDE OR LONG SIDE SERVICES WHERE SHOWN ON THE DRAWINGS. LOCATE WIRE BE SAME SIZE AS TF E METER(1"MINIMUM)AND BE INSTALLED PERPENDICULAR TO THE MAIN AND NOT EXCEED 10OLF UNLESS FITTING ELBOWS (TYP.) WSHALL EXTEND FROM ONE METER BOX TO CORP STOP AT WATER MAIN.FOR 5 OR MORE SERVICES IN ONE AREA,A WATER MAIN APPROVED OTHERWISE BY JEA. WATER MAINTM MAVVM T j FELEASM FOR EXTENSION W/LOCATE WIRE MAY BE UTILIZED ON EITHER SHORT-SIDE OR LONG SIDE SERVICES WHERE SHOWN ON THE TAPPED PLUG(IF NECESSARY) ~ DRAWINGS(TAPS STAGGERED AND AT 2 FEET ON CENTER-MIN).FOR WATER SUPPLY HEADERS WHERE 5 OR MORE TAPS ARE 4. INSTALL PVC PLUG M ALL CURB STOPS IF WATER SERVICE IS"NOT IN USE"(I.E.: IF NO METER IS INSTALLED).WATER SERVICES W CONSTRUCTED,THE HEADER PIPE SHALL BE 4"AT A MINIMUM. EXAMPLE:CONSTRUCT A 4"MAIN D.I.P CROSSING THE STREET SERVING VACANT L TS(SERVICE NOT IN USE),SHALL INCLUDE A"W"CUT INTO THE CURB(CLOSEST TO THE METER BOX),AND AWVE FOR 5 RESIDENTIAL CUSTOMERS, UTILIZING 4"G.V.,4"PIPE,4"X1"SADDLES AND 1"CORP STOPS(NO GLUED TEE FITTINGS).THE PAINTED BLUE(PAINTED PURPLE FOR RECLAIMED WATER). IN ADDITION, FOR NEW DEVELOPMENT AREAS WHERE THE WATER UNIT PRICE PAY QUANTITY ry 4"OR LARGER D.I.P.WATER MAIN MUST BE SIZED AND DESIGNED BY THE P.E. ENGINEER. SERVICE IS"NOT IN USE",A LANDSCAPE TIMBER OR 3x3 MIN. P.T. POST(TOP PAINTED BLUE OR PURPLE FOR RECLAIMED WATER), MET TME / THE REMOVAL OR TRANSFER OF A WATER SERVICE SHALL INCLUDE BRASS METER COUPLINGS(HEX ON BARREL TYPE). NOTES: 6. DOUBLE V WATER SERVICES IS ALLOWED FOR SHORT SIDE OR LONG SIDE SERVICES AND WHERE SHOWN ON THE DRAWINGS. Q5. NO 2"AND SMALLER WATER SERVICE TAPS PERMITTED ON WATER MAINS WHICH ARE 20"AND LARGER SIZE. 1. PIPE SHALL BE POLYETHYLENE. FITTINGS SHALL BE BRASS. `n p U 7. A 1"IRRIGATION SERVICE MAYBE TAPPED LNTO THE(1"MIN)DOMESTIC WATER SERVICE LINE(WHICH SERVES THE SAME o 04 ul A- / CUSTOMER)UTILIZING A 1"BRONZE"Y"FITTING.(IN AREAS WHERE NO RECLAIMED WATER IS AVAILABLE). 6. THE CONTRACTOR S HALL BE RESPONSIBLE FOR THE REPAIR OR REPLACEMENT OF THE METER OR ELECTRONIC DEVICES IF 2. THE 2"CURB STOP SHALL BE ALL BRONZE. FITTINGS SHALL BE BRASS. > p _ DAMAGED BY THE CONTRACTOR DURING THE CONSTRUCTION PERIOD. Z AT A' U 8. No 2".AND SMALLER WATER SERVICE TAPS PERMITTED ON WATER MAINS WHICH ARE 20"AND LARGER SIZE. Q Z) Q LLJ 7. METER BOX AND TO SHALL BE CLEAR OF ALL DEBRIS TO ALLOW FULL ACCESS TO BOX(i.e.NO DIRT,TRASH OR OTHER DEBRIS Q 9. RECLAIMED WATER METER BOXES OR SERVICES SHALL BE CONSTRUCTED SIMILAR TO THE ABOVE AND SHALL BE LOCATED,AT PLACED ON TOP OF OX). 4. LOCATE WIRE FOR 10'OR GREATER IN LENGTH. p -' TAIL I- APPROVED OTHERWISE BY JEA. 8. LOCATE WIRING REQUIRED ON ALL SERVICES 10'OR GREATER IN LENGTH.SEE PLATE W-44. 5. CANNOT BE PLACED UNDER CONCRETE OR PAVEMENT. Q WATER SERVICE 1 N B TAL Li •TION WAT B R SERVICE DETAIL- 211 AND SMALLER 6. PLACE 2 FEET PAST LAST WATER MAIN SERVICE CONNECTION. 0- ❑ m 2" AND SMALLER METER METER FLUSHING VALVE BELOW GRADE W o Z 63��a �O��D�;r�'`,,,. JANUARY 2015 PLATE W-1 JANUARY 2015 PLATE W-2 JANUARY 2015 PLATE W-28 �' w �' z �` ;•' �''; - =� co 1 FD ° - o.62576 I ❑ " 8 Z a o 9. STATE. OF ;° oti •. 1~3 H E E T ,.> a TM PROSSER Community-Management- Energy- Relationships j\,�\/j,/j`��,✓lf�,/,i/ �' \ '`/ °''\,r\/\ \°'` s , '\', /\. X \1'i\/r / 13901 Sutton Park Drive South, Suite 200 W SEE NOTE#5 \'� %\ ' U H DEPTH VARIES / MAXIMUM TRENCH WIDTH Jacksonville, Florida 32224-0229 O FULL LENGTH OF PIPE GENERAL BACKFILL FULL LENGTH OF PIPE CENTERED X Z LOCATE WIRE > 9' MIN 9 MIN ¢ w CENTERED AT CROSSING EXISTING UTILITY PIPE (SEE NOTE#1) MATERIAL SEE NOTE#5 o � AT CROSSING, SEE NOTE#1 2 w (SEE NOTE) (SEE NOTE#3) ( ) Office 904.739.3655 0 U)-- LOCATE WIRE, SEE NOTE#3 SEPARATION Z Fax 904.730.3413 VARIES (SEE O z v MECHANICAL JOINT 11 Y°, 22%° OR 45° + NOTES#1 ) f��/\/\\ j www.prosserinc.com SEPARATION BENDS (SIZE VARIES) PROPOSED WATER MAIN \�\ . p VARIES (SEE SIZE &TYPE VARIES / / Florida Certificate of Authorization + NOTES#1 ) N � Number: 00004050 MECHANICAL JOINT 11 Y4', � \� BACKFILL COMPACTED TO 98% 22%°OR 45° (SIZE VARIES) (SEE NOTES#3) RESTRAINED JOINT(TYP.) EXISTING CONFLICT PIPE 9' MIN 9'MIN \ /\/ PROPOSED WATER MAIN RESTRAINED JOINT(TYP) \ SIZE AS REQUIRED SIZE&TYPE VARIES PIPE SIZE AS REQUIRED PIPE DIAMETER THE LENGTH OF THE PIPE TO BE THE LENGTH OF THE PIPE TO BE �; �` ( w RESTRAINED ON EACH SIDE OF BEND SHALL RESTRAINED ON EACH SIDE OF BEND `✓ /\i BE IN ACCORDANCE WITH RESTRAINT JOINT SHALL BE IN ACCORDANCE WITH TABLE \ 0 /\j PIPE TO BE INSTALLED ON SCHEDULE, (SEE DETAIL W-31A OR W-31 B) FOR MECHANICAL RESTRAINT LENGTHS, \ ��� UNDISTURBED SOIL OR SUITABLE (SEE DETAIL W-31 A&B) SOIL COMPACTED TO 98% MAX. CASE "A" CROSSING rr ,r DENSITY (NOTE#2) m CASE B CROSSING NOTES: O 1. THE SOILS BETWEEN THE NEW MAIN AND THE CONFLICT PIPE SHALL BE COMPACTED TO 98%OF THE MAXIMUM DENSITY AS NOTES: Z (0 L6 4 ri 1NI- DETERMINED BY THE LABORATORY MODIFIED PROCTOR TEST,ASTM D 1557. 1. THE SO LS BETWEEN THE NEW MAIN AND THE.CONFLICT PIPE SHALL BE COMPACTED TO 98%OF THE MAXIMUM DENSITY AS TRENCH 2. FOR MINIMUM VERTICAL SEPARATION REQUIREMENTS SEE DETAIL(W-10 AND W-11). DETERMINED BY THE LABORATORY MODIFIED PROCTOR TEST,ASTM D 1557 T tV 1-b ICAL TRENCH AUT® O IL SERVICE 3. LOCATING WIRE REQUIRED:SEE DETAIL W-44. 2. FOR MINIMUM VERTICAL SEPARATION REQUIREMENTS SEE DETAILS(W-10 AND W-11) z STATION / Z 0 4. THE COVER FOR PIPING LESS THAN 24"SIZE SHALL BE 30"(MIN)IN UNPAVED AREAS,36"(MIN)IN PAVED AREAS AND A MAXIMUM 3. LOCAT114G WIRE REQUIRED:SEE DETAIL W-44. NOTES: rr ~ COVER OF 60", UNLESS APPROVED BY JEA.THE COVER FOR PIPING 24"SIZE AND LARGER SHALL BE 36"(MIN)IN PAVED AND AUTOMOTIVE UNPAVED AREAS AND A MAXIMUM COVER OF 84", UNLESS APPROVED BY JEA. 4. THE COVER FOR PIPING LESS THAN 24"SIZE SHALL BE 30"(MIN)IN UNPAVED AREA,36"(MIN)IN PAVED AREAS AND A MAXIMUM 1. TRENCH SIDES SHALL BE APPROXIMATELY VERTICAL BETWEEN AN ELEVATION OF 1 FOOT ABOVE THE TOP OF THE PIPE AND THE Z COVER F 60", UNLESS APPROVED BY JEA.THE COVER FOR PIPING 24"SIZE AND LARGER SHALL BE 36"(MIN)IN PAVED AND CENTER LINE OF THE PIPE;OTHERWISE,TRENCH SIDES SHALL BE AS VERTICAL AS POSSIBLE OR AS REQUIRED BY OSHA w 5. IF UTILITY CONFLICT IS LOCATED IN A NON-TRAFFIC AREA(NO TRAFFIC LOADS)AND THE NEW PIPE IS D.I.P.,THEN THE MINIMUM UNPAVED AREAS AND A MAXIMUM COVER OF 84", UNLESS APPROVED BY JEA. STANDARDS. REFER TO THE MEASUREMENT AND PAYMENT SECTION(SECTION#801,PARAGRAPH#4))TO DETERMINE MAXIMUM w a COVER MAY BE REDUCED TO 24 INCHES(ONLY IN THE AREA OF THE CONFLICT). PAYLINE WIDTHS. (9 ❑ SERVICE c 2. BELL HOLE SHALL BE DUG TO PERMIT THE ENTIRE STRAIGHT BARREL OF THE PIPE TO REST ON THE UNDISTURBED TRENCH ❑ o ADJUSTMENTUNDER EX I C�T I N G UTILITIES BOTTOM.BOULDERS OR LOOSE ROCKS LARGER THAN 3/4 INCH IN SIZE WILL NOT BE PERMITTED IN BACKFILL UP TO 1 FOOT ADJUSTMENT OVER EXISTING UTILITIES v �.✓ MECHANICAL RESTRAINTS c 3. ABOVETHETOPOFTHEPIPE. BACK FILL MATERIAL UP TO A LEVEL OF 1 FOOT OVER THE PIPE SHALL CONSIST OF AASHTO CLASS A-3 SOIL(SUITABLE SOIL)AND MECHANIC /\ L RESTR/\ I (\)TS SHALL EXCLUDE CLAY MATERIALS AND LOOSE ROCKS LARGER THAN 3/4 INCH SIZE. /-� /"� ' V JANUARY 2015 PLATE W-34 4. BACKFILL MATERIAL UP TO A LEVEL 1 FOOT OVER THE TOP OF PIPE OR BOTTOM OF STRUCTURES SHALL BE PLACED IN 6 INCH JANUARY 2015 PLATE W-32 COMPACTED THICKNESS LAYERS AND SHALL BE COMPACTED TO 98%OF IT'S MAXIMUM DENSITY AS DETERMINED BY THE LABORATORY MODIFIED PROCTOR TEST,ASTM D1557. m Uj 5. SEE"EXCAVATION AND EARTHWORK",SECTION 408 FOR ADDITIONAL REQUIREMENTS INCLUDING REMOVAL AND REPLACEMENT Z Z a MAXIMUM 80% OF MAXIMUM 80% OF MANUFACTURER'S OF UNSUITABLE SOILS, DEWATERING,COMPACTION REQUIREMENTS AND DENSITY TESTING OF COMPACTED SOILS. w ¢ z Q w ^ \\/\\�\\/,\\/�\j\\\�\\�\\�\\j/` `\\j\\\i\\i\\�\\�\\�\\\i/ j\\/\\\\\\/ MANUFACTURER'S RECOMMENDATION FOR JOINT / / / MIN/MAX OVER SEE NOTE#4 ❑ ❑ ❑ v ❑ > /� /��/�\�/`/ RECOMMENDATION FOR JOINT ( ) DEFLECTION (SEEN TE#5) OPEN CUT TRENCH F O R PRESSURE PIP E I- L TE WIRE (SEE NOTE#3) DEPTH VA (SEE NOTE#4) DEFLECTION (SEE NOTE #5) \ \ \ \ \ \ \\ \\ \\/\\ \\ \\ N W FULL LENGTH OF PIP PROPOSED FORCE MAINj\\/\//\//%//IN %//%/%/ / //%//i//�//�//�//�//i/ //�•�/\//�j � w STING CONFLICT PIPE \/\/\/\/ \/\\/ JANUARY 2015 IN SIT ' RII-IT C VOIAY PLATE W-42to , z u� SIZE &TYPE VARIES - CENTERED AT CROSSING w SEE NOTE #1 SEPARATION VARIES FULLLENGTH OF PIPE CENTERED MAXIMUM ANGLE > ( ) AT CROSSING (SEE NOTE#1) OU H APPLY GROUT TO FILL ANNULAR SPACE E } (SEE NOTE #1&2) O a Z BETWEEN VALVE BOX AND CONCRETE PAD E o PROPOSED FORCE MAIN � w PAINT COVER AND INSIDE OF BOX BLUE � 0 Y X SIZE &TYPE VARIES Y X z COMPACTED EARTH (TYP) " 24" ROUND PRECAST CONCRETE (� \\ \ LOCATE WIRE PAD 4"THICK(SEE SPEC)SET ON //./i \��\ \�\\�\\/ (SEE NOTE#3) COMPACTED EARTH, (SEE NOTE#6) LO //\\�\\\�\\\�j\ \\\ ��\/ - \\\\/\\\\\\\\ `'• . VALVE BOX ADJUSTMENT(SEE NOTE#5) .� Ni// / /// FINISHED GRADE 9' MIN 9' MIN \\\/\\ \\\/ // ���\�\\\\\j�\�\\�\ VALVE BOX&COVER(TYP) SEPARATION VARIES PROVIDE BLUE PAINT TO +, MINIMUM HORIZONTAL LENGTH REQUIRED MINIMUM HORIZONTAL LENGTH REQUIRED (SEE NOTES #1&2) EXISTING CONFLICT PIPE THE INSIDE OF THE TOP SEC TION , � ',� fr 0 AS PER MANUFACTURER TO DEFLECT PIPE AS PER MANUFACTURER TO DEFLECT PIPE 9' MIN 9' MIN OF THE BOX(NOTE#5) \\�\ \�'��\ w VERTICALLY TO AVOID OBSTRUCTION. VERTICALLY TO AVOID OBSTRUCTION. N >_ ELECTRONIC LOCATE BALL MARKER MINIMU HORIZONTAL LENGTH REQUIRED MINIMUM HORIZONTAL LENGTH REQUIRED 6" PVC RISER PIPE ---� LOCATED WITHIN 12"FROM Q= AS PER MANUFACTURER TO DEFLECT PIPE AS PER MANUFACTURER DEFLECT PIPE (LENGTH AS REQUIRED) m DATE : JULY 2015 v3 VERTICALLY TO AVOID OBSTRUCTION. VERTICALLY TO AVOID OBSTRUCTION. PROVIDE"V' CUT IN TOP OF 6' RISER PIPE (NOTE#10) � CASE "Brr CROSSING �+ RISER PIPE FOR LOCATE WIRE GATE VALVE W/2"OPERATING CT Hp. : 114001.01 o CASE "A" CROSSING ACCESS INTO VALVEBOX NUT(NOTE#4) DE By : J B D PLASTIC DEBRIS SHIELD REQUIRED a NOTES: ON ALL VALVES 12"AND SMALLER DRAPIPE W/LOCATING WIRE WN By : DPT �INOTES: (SEE NOTE#9) 1. IF EXISTING CONFLICT PIPE IS A WATER MAIN, 12-INCHES OF SEPARATION IS REQUIRED.A FULL LENGTH OF PIPE SHALL BE CENTERED OVER EXISTING UTILITY MAIN TO PROVIDE MAXIMUM JOINT SPACING FOR ALL CROSSING. r r �; AS NOTED 1. IF EXISTING CONFLICT PIPE IS A WATER MAIN, 12-INCHES OF SEPARATION IS REQUIRED.A FULL LENGTH OF PIPE SHALL BE 0 CENTERED OVER EXISTING UTILITY MAIN TO PROVIDE MAXIMUM JOINT SPACING FOR ALL CROSSING. M ;�\ \� (n 1 2. FOR OTHER LOCATION LIMITATIONS SEE DETAIL(S-26&S-27). RESTRAINED MECHANICAL PSD. Daft® Revhdw 12"(MIN)LAYER OF#57'��\` '° � °'°\ �- ® 2. FOR OTHER LOCATION LIMITATIONS SEE DETAIL(S-26&S-27). JOINT(TYP) Q E 3. LOCATING WIRE REQUIRED: SEE DETAIL S-49. � STONE (REQUIRED FOR o UNDISTURBED EARTH 4. THE COVER OVER ALL PIPING LESS THAN 24"SIZE SHALL BE A MINIMUM OF 30" IN UNPAVED AREAS AND 36" IN PAVED AREAS WITH A 3. LOCATING IRE REQUIRED: SEE DETAIL S-49. VALVES 20"AND LARGER, W (NOTE#7) MAXIMUM COVER OF 60"UNLESS APPROVED OTHERWISE BY JEA. COVER FOR PIPING 24"SIZE AND LARGER SHALL BE MINIMUM OF 4. THE COVER OVER ALL PIPING LESS THAN 24"SIZE SHALL BE A MINIMUM OF 30" IN UNPAVED AREAS AND 36"IN PAVED AREAS WITH A 01 36" (PAVED AND UNPAVED)AND MAXIMUM OF 84" UNLESS APPROVED OTHERWISE BY JEA.THE SOILS BETWEEN THE NEW MAIN AND MAXIMUM COVER OF 60"UNLESS APPROVED OTHERWISE BY JEA. COVER FOR PIPING 24"SIZE AND LARGER SHALL BE MINIMUM OF Z Z � THE CONFLICT PIPE SHALL BE COMPACTED TO 98%OF THE MAXIMUM DENSITY AS DETERMINED BY THE LABORATORY MODIFIED NOTES: Q 0 36"(PAVED ND UNPAVED)AND MAXIMUM OF 84" UNLESS APPROVED OTHERWISE BY JEA.THE SOILS BETWEEN THE NEW MAIN AND Q QI PROCTOR TEST ASTM D 1557. THE CONFLI T PIPE SHALL BE COMPACTED TO 98% OF THE MAXIMUM DENSITY AS DETERMINED BY THE LABORATORY MODIFIED2 1. FOR UNPAVED LOCATIONS,A PRECAST CONCRETE VALVE PAD SHALL BE PROVIDED AND INSTALLED FLUSH WITH GRADE.CONCRETE (n + ° PROCTOR T ST ASTM D 1557. PAD IS NOT REQUIRED FOR VALVE LOCATED IN THE ROADWAY, UNLESS SHOWN OR NOTED OTHERWISE. 5. JEA ONLY ALLOWS 80% OF THE PIPE MANUFACTURER'S RECOMMENDATION FOR JOINT DEFLECTION. BENDING THE PIPE BARREL IS Q NOT ALLOWED. UNLESS OTHERWISE APPROVED BY JEA,THE MAXIMUM ARE LISTED IN TABLE BELOW. ONLY MANUAL FORCE CAN BE � IW-- I 5. JEA ONLY ALLOWS 80% OF THE PIPE MANUFACTURER'S RECOMMENDATION FOR JOINT DEFLECTION. BENDING THE PIPE BARREL IS 2. LOCATING WIRE IS REQUIRED ON ALL PRESSURE PIPING(SEE DETAILW-44). w UTILIZED TO OBTAIN THESE JOINT DEFLECTION. ALL OFFSETS ARE BASED ON MINIMUM 20LF PIPE LENGTH. NOT ALLOWED. UNLESS OTHERWISE APPROVED BY JEA,THE MAXIMUM ARE LISTED IN TABLE BELOW. ONLY MANUAL FORCE CAN BE D UTILIZED TO OBTAIN THESE JOINT DEFLECTION. ALL OFFSETS ARE BASED ON MINIMUM 20LF PIPE LENGTH. 3. A"V"CUT SHALL BE CARVED IN THE CURB CLOSEST/ADJACENT TO ALL BELOW GRADE VALVES.THE"V"CUT IS TO BE PAINTED GREEN. MAXIMUM ALLOWED OFFSET FOR PIPE BY JOINT DEFLECTION 4. IN PAVED AREAS,INSTALL VALVE AT A DEPTH TO ALLOW A 12"MIN.DISTANCE BETWEEN THE VALVE COVER PLATE AND THE TOP OF THE VALVE OPERATING NUT.OUTSIDE OF PAVED AREAS(GRASS), INSTALL VALVE AT A DEPTH TO ALLOW A 6"MINIMUM DISTANCE p MAXIMUM ALLOWED OFFSET FOR PIPE BY JOINT DEFLECTION BETWEEN THE VALVE COVER AND THE TOP OF THE VALVE OPERATING NUT.OPERATING NUT/STEM EXTENSION SHALL BE PROVIDED 4-1 PVC PIPE DUCTILE IRON PIPE (Mechanical Joint) (WHERE APPLICABLE)SO THAT THE OPERATING NUT WILL BE NO MORE THAN 30 INCHES BELOW FINISHED GRADE. (X) (Y) RESULTING RADIUS (X) (Y) RESULTING RADIUS w PVC PIPE DUCTILE IRON PIPE (Mechanical Joint) 5. FOR NEW CONSTRUCTION,THE VALVE BOX SHALL BE ADJUSTED TO MIDRANGE TO ALLOW FOR FUTURE BOX ADJUSTMENTS.ROUTE PIPE SIZE MAX. OFFSET ANGLE AT OF CURVE WITH PIPE SIZE MAX. OFFSET ANGLE AT OF CURVE WITH LOCATE WIRES THRU A"V"CUT IN THE TOP OF THE 6"PVC RISER PIPE FOR LOCATE WIRE ACCESS INTO VALVE BOX.THE LOCATE TM DFA NOT FIELEASM FOR j (IN.) (IN.) ONE BELL 20FT. LENGTHS (IN.) (IN.) ONE BELL 20FT. LENGTHS (X) (Y) RESULTING RADIUS (X) (Y) RESULTING RADIUS WIRES WITH A 12"LONG PIG-TAIL AT THE TOP SHALL BE CONNECTED TOGETHER WITH A WIRE NUT. PIPE SIZE MAX. OFFSET ANGLE AT OF CURVE WITH PIPE SIZE MAX. OFFSET ANGLE AT OF CURVE WITH CONSTFUCTION LA4LESS 80 NOTED z 2 30 70 158 FT - - - - (IN.) (IN.) ONE BELL 20FT. LENGTHS (IN.) (IN.) ONE BELL 20FT. LENGTHS 6. BRASS IDENTIFICATION TAG INDICATING"WATER",VALVE SIZE, DIRECTION AND TURNS TO OPEN&VALVE TYPE.PROVIDE A %4'HOLE IN AEOVE ry 4 10 2.4° 480 FT 4 27 6.5° 177 FT 2 30 7° 158 FT _ _ BRASS TAG AND ATTACH TAG(TWIST WIRE AROUND TAG)TO THE END OF THE LOCATE WIRE.TAGS ARE NOT REQUIRED ON VALVES 0% - INSTALLED ON FIRE HYDRANT BRANCH LINES. 6 10 2.4° 480 FT 6 24 5.7° 200 FT T1" LE 4 10 2.4° 480 FT 4 27 6.5° 177 FT / 8 10 2.4° 480 FT 8- 12 17.5 4.2° 273 FT 7. IN LIEU OF PRECAST CONCRETE PAD,A 6"THICK X 24"(ROUND OR SQUARE)POURED CONCRETE PAD W/2-#4 REBAR AROUND p 6 10 2.4° 480 FT 6 24 5.7° 200 FT Q10 10 2.4° 480 FT 14- 16 12 2.9° 400 FT PERIMETER,MAY BE USED. ° 480 FT 8- 12 17.5 4.2° 273 FT ow „�, U 12 8.5 2° 564 FT 18-20 20 10 2.4° 477 FT 8. GRAVEL SHALL BE PROVIDED UNDER ALL VALVES 20"AND LARGER.THE MINIMUM VERTICAL LIMIT OF GRAVEL IS 12"UNDER THE VALVE N I- / 10 10 2.4° 480 FT 14- 16 12 2.9° 400 FT JEA >- O = 14-24 5 1.2° 960 FT 24-30 8 1.91 600 FT ¢ UP TO Ys THE OVERALL HEIGHT OF THE VALVE. < Z Q Q 12 8.5 2° 564 FT 18-20 10 2.4° 477 FT WATER W 30-48 3.25 0.8° 1477 FT 36 7 1.7° 687 FT 14-24 5 1.2° 960 FT 24-30 8 1.91 600 FT 9. FOR VALVES 12 INCH AND SMALLER,PROVIDE A WHITE OR BLACK PLASTIC DEBRIS SHIELD WHICH INSTALLS BELOW THE OPERATING Z m 42-48 48 6.7 1.6° 716 FT NUT.THIS SHIELD SHALL CENTER THE RISER PIPE BOX OVER THE OPERATING NUT AND MINIMIZE INFILTRATION.SHIELD SHALL BE BY U - 30-48 3.25 0.8° 1477 FT 36 7 1.7° 687 FT AFC,BOXLOK OR APPROVED EQUAL. z DETAILS 42-48 6.7 1.6° 716 FT 10. ALL VALVES SHALL BE INSTALLED WITH AN ELECTRIC LOCATE MARKER.MARKER SHALL BE 4"DIA.COLOR CODED BALL MARKER Q (3M-1403XR FOR WATER AND 1408XR FOR RECLAIMED WATER). w Q ADJUSTMENT UNDER EXISTING UTILITIES ADJUSTMENT OVER EXISTING UTILITIES WATER VALVE INSTALLATION DETAIL F_ z �,�A, PIPE JOINT DEFLECTION PIPE JOINT DEFLECTION W o Zm Aot>,_ > REVISED: JANUARY 04 2015 PLATE W-18 XLO I_ �, � °�'�� '> "' ma 1 'i- ;'��" IJANU RY 2015 PLATE W-41 _ t r : JANUARY 2015 PLATE W-40 _ 0 0 _ 4 N .62 8 H E E T 9r - / nnuuu�nuo+' TM PROSSER Community- Management ' Energy-Relationships 13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229 LENGTH(L)TO BE RESTRAINED (SEE PLATE Nos.38C&38D FOR ADDITIONAL DETAILS) LENGTH(L)TO BE RESTRAINED (SEE PLATE Nos.38C&38D FOR ADDITIONAL DETAILS) Office 904.739.3655 VERTICAL OFFSETS VALVES FaX 904.730.3413 TEES HORIZONTAL BENDS REDUCERS TEE ZO HORIZONTAL BENDS VERTICAL OFFSETS VALVES REDUCERS 45°BENDS SEE NOTE 5 NOMINAL 45°BENDS SEE NOTE 5 NOMINAL OR Cl) SEE NOTE 4 OR (SEE NOTE 4) PIPE 90° 45° 22.5° 11.25° ( ) DEAD RUN BRANCH PIPE 90, 45° 22.5' 11.25° DEAD RUN BRANCH SIZE UPPER LOWER ENDS www.prosserinc.com SIZE _ BENDS BENDS BENDS BENDS UPPER LOWERENDS SIZE SIZE SIZE BENDS BENDS BENDS BENDS SIZE SIZE SIZE (IN.) L(FT.) L(FT.) L(FT.) L(FT.) L(FT.) L(FT.) L(FT) (IN.) L(FT.) (IN.) (IN.) L(FT.) (IN') L(FT.) L(FT.) L(FT.) L(FT.) L(FT.) L(FT.) L(FT.) (IN.) L(FT.) (IN.) (IN.) L(FT.) Florida Certificate Of Authorization PVC PIPE RESTRAINT NOTES: 4 20 8 4 2 20 3 50 6x4 35 4 4 F.O. DUCTILE IRON PIPE RESTRAINT NOTES: 4 18 6 4 2 12 2 30 6x4 20 4 4 F.O. Number: 00004050 1. THIS SCHEDULE SHALL BE UTILIZED ON ALL WATER,SEWER FORCE MAIN OR 6 28 10 5 2 28 4 20 8x6 35 4 6 10 1. THIS SCHEDULE SHALL BE UTILIZED ON ALL WATER,SEWER FORCE MAIN OR 6 22 10 5 2 17 3 40 8x6 20 4 6 6 Li 4<LESS F.O. 8x4 40 4<LESS F.O. RECLAIMED WATER SYSTEMS.ALL FITTINGS SHALL BE RESTRAINED TO LENGTHS 8x4 65 RECLAIMED WATER SYSTEMS.ALL FITTINGS SHALL BE RESTRAINED TO LENGTHS INDICATED ON THE ABOVE SCHEDULE,AT A MINIMUM. 8 36 14 6 3 36 5 90 8 8 30 8 30 13 6 3 22 4 50 8 8 18 10x8 35 INDICATED ON THE ABOVE SCHEDULE,AT A MINIMUM. 10x8 20 6<LESS F.O. 6<LESS F.O. 10 40 18 8 4 45 6 110 10 35 14 7 4 26 5 64 10x6 40 10 10 27 2. ASSUMPTIONS:PVC PIPE,SAFETY FACTOR=1.5,TEST PRESSURE=150PS1, SOIL=GM OR 10x6 65 10 10 48 2. ASSUMPTIONS:DUCTILE IRON PIPE(WITHOUT POLY WRAP),SAFETY FACTOR=1.5,TEST SM,TRENCH TYPE 3, DEPTH OF COVER=30 INCHES FOR 20" AND SMALLER PIPE SIZE 12 50 20 9 4 52 8 120 12x10 35 8 14 PRESSURE=150PS1,SOIL=GM OR SM,TRENCH TYPE 3, DEPTH OF COVER=30 INCHES 12 42 16 8 4 31 6 75 12x10 20 8 8 OR 36 INCHES FOR 24"AND LARGER PIPE SIZE. 6<LESS F.O. FOR 20"AND SMALLER PIPE SIZE OR 36 INCHES FOR 24"AND LARGER PIPE SIZE. FOR 12x8 40 6<LESS F.O. IW- 14 56 23 10 5 60 9 140 12x8 65 12 12 654 46 20 9 5 35 7 85 Q 16x12 65 D.I.P.D.LP.W/POLY WRAP, USE RESTRAINT JOINT SCHEDULE FOR PVC PIPE. 16x12 40 12 12 38 � 3. BENDS AND VALVES:SHALL BE RESTRAINED ON EACH SIDE OF FITTING. 10 35 16 53 22 11 5 40 8 95 10 20 16 60 26 11 6 67 10 160 16x10 95 8<LESS F.O. 3. BENDS AND VALVES:SHALL BE RESTRAINED ON EACH SIDE OF FITTING. 16x10 57 g<LESS F.O. ' 4. VERTICAL OFFSETS:ARE APPROX.3 FEET COVER ON TOP AND APPROX. 8 FEET 18 69 29 12 6 74 12 180 20x18 35 16 16 100 18 57 24 12 6 44 9 105 20x18 20 16 16 60 COVER ON BOTTOM. PER THE DETAILS,Lu IS THE RESTRAINED LENGTH FOR THE 12 40 4. VERTICAL OFFSETS:ARE APPROX.3 FEET COVER ON TOP AND APPROX. 8 FEET COVER 20x16 40 12 20 m UPPER(TOP)LEVEL.Li IS THE RESTRAINED LENGTH FOR THE LOWER(DEEPER) 20 75 32 13 7 $0 13 195 20x16 65 20 62 26 13 6 48 10 110 ` 20x12 120 10<LESS F.O. ON BOTTOM. PER THE DETAILS, Lu IS THE RESTRAINED LENGTH FOR THE UPPER(TOP) 10<LESS F.O. LEVEL.ASSUME 45 DEGREE BENDS. 24 76 33 15 7 81 14 200 LEVEL.Li IS THE RESTRAINED LENGTH FOR THE LOWER(DEEPER)LEVEL.ASSUME 45 20x12 73 24x20 65 20 20 130 DEGREE BENDS. 24 64 27 14 6 50 11 111 20 20 78 16 80 24x20 40 16 40 5. TEES:TOTAL LENGTH BETWEEN FIRST JOINTS OR RESTRAINED LENGTH ON EITHER 30 88 36 18 9 97 16 235 24x18 95 12<LESS F.O. 30 73 30 15 7 57 13 137 24x18 50 12<LESS F.O. O N SIDE OF TEE(RUN)SHALL BE A TOTAL DISTANCE OF 30 FEET(MIN). SEE SCHEDULE 5. TEES:TOTAL LENGTH BETWEEN FIRST JOINTS OR RESTRAINED LENGTH ON EITHER ABOVE FOR RESTRAINT LENGTH ON TEE"BRANCH"LINE. 36 100 40 20 10 110 20 270 24x16 120 24 24 20 9 0 SIDE OF TEE(RUN)SHALL BE A TOTAL DISTANCE OF 30 FEET(MIN).SEE SCHEDULE 36 85 34 18 8 66 17 159 24x24 50 24 24 76 42 115 48 23 11 125 24 300 30x24 80 16 40 ABOVE FOR RESTRAINT LENGTH ON TEE"BRANCH"LINE. 20 53 42 93 38 20 9 75 20 176 30x24 50 16 20 6, HDPE TO PVC TRANSITIONS:THE PVC PIPE SIDE SHALL BE RESTRAINED 35 FT(MIN). 30x20 76 12<LESS F.O. 30x20 150 12<LESS F.O. 48 125 52 25 12 140 30 340 6. HDPE TO D.I.P.TRANSITIONS:THE D.I.P.PIPE SIDE SHALL BE RESTRAINED 35 FT(MIN). 48 102 43 22 10 82 22 198 AUTOMOBILE SERVICE 7. THE INSTALLATION OF BELL HARNESS RESTRAINTS AT PVC JOINTS(DR-18&25 PIPE) 36x30 80 30 30 140 36x30 50 30 30 99 z TI MINOR 24 80 36x24 88 24 60 0 SHALL BE COMPLETED PER THE MANUFACTURERS RECOMMENDATION,WHICH 36x24 150 20 50 20 37 F_ INCLUDES NOT OVER TIGHTENING THE PARALLEL RODS/NUTS.THESE NUTS SHOULD ONLY BE SNUG TIGHT.THE HOME MARKS ON THE PIPE SHOULD ALWAYS BE VISIBLE 42x36 80 16<LESS F.O. 42x36 40 16<LESS F.O. wAUTOMU AFTER THE RESTRAINT IS INSTALLED.OVERHOMING THE JOINT MAY CAUSE A FAILURE 42x30 150 36 36 180 w "IT�� 42x30 88 36 36 118 z `� AT THE BELL RESULTING IN A SERVICE OUTAGE. 48x42 80 30 120 52 � 48x42 40 24 88 Z � 48x36 150 20<2LESS F.O.4 50 48x36 88 20 37 0 w 16<CESS 1$. o 1 42 42 220 42 36 160 30 80 36 8 24 40 30 78 78 RESTRAINT JOINT SCHEDULE 48 37 20`48SS F.O. DUCTILE IRON PIPE RESTRAINT JOINT SCHEDULE PVC 24 PVC PIPE 20<LESS F.O. 42 180 48 48 154 JANUARY 2015 PLATE: W-31A 30 40 JANUARY 2015 PLATE W-31 B 3s 159 24<LESS F.O. 30 59 F.O.=FITTING ONLY 24<LESS F.O. CO F.O.-FITTING ONLY w m o cZ7 Z W CO N w F Ln o o v 0 o Lh O a E TEEBOLT TEE BOLT O C MPI PLAIN END P.V.C. N PLAIN END P.V.C. BELL Jt. P.V.C. RING M.J. D.I. FITTINGS fat A .—� 0 ANGLE OF DIRECTION CHANGE LC) k9 -- - - O W HORIZONTAL BEND w ao BELL u RESTRAINED BELL JOINT RING RESTRAINED MECHANICAL JOINT X L i o TYPICAL PROFILE Q TYPICAL PROFILE s NI BELL JOINT TO PLAIN END MECHANICAL JOINT TO PLAIN END Q W/MECHANICAL RESTRAINERSSECTION W/MECHANICAL RESTRAINERS w et U) DEAD END w L __ ¢ DATE 4ULY 2015 pRojECTNOp : �14001.01 w DE By : J 8 D u_ 46 X DRAWN BY : DPT oI REDUCER MECHANICAL JOINT SLEEVES UPPE BEND ��'�TTo a SOME : AS Nom NO. OF TIE RODS REQUIRED ANGLE OF 45° y T9� Date No.TIE RODS DIR=CTION CHANGE �w "� R® 3"- 8 DIAMETER MAIN-2 TIE RODS REQUIRED PER JOINT(3/4" ROD) ® Q 10"- 12" DIAMETER MAIN-4 TIE RODS REQUIRED PER JOINT(3/4"ROD) cin 14"- 16" DIAMETER MAIN-6 TIE RODS REQUIRED PER JOINT(3/4"ROD) RUV LOWER BEND 18"-20" DIAMETER MAIN-8 TIE RODS REQUIRED PER JOINT(3/4" ROD) �I - OD Z Z 12 TIE RODS REQUIRED PER JOINT 3/4 R # _ 24" DIAMETER MAIN I Q ( ) 30"-36" DIAMETER MAIN- 14 TIE RODS REQUIRED PER JOINT(1" ROD) < Q 42"-48" DIAMETER MAIN- 16 TIE RODS REQUIRED PER JOINT(1 1/4" ROD) PLUG _ ANGLE OF 45° �ul 54" DIAMETER MAIN- 18 TIE RODS REQUIRED PER JOINT(1 1/4" ROD) z DIRECTION CHANGE < VERTICAL OFFSET PROFILE W W DEAD - END THRUST COLLAR ANCHOR o Q 3� TO BE USED INSTEAD OF TOTAL RESTRAINED LENGTH (OPTIONAL)SIZE z LLI AS PER THRUST BLOCK DETAIL (W-38). SEE DETAILS W-36&W-37. IW— O° w z BRANCH tyjz U) LI L L w III THIS 7/ FELEASED FOR,7 U_ C) TEE DRA NOTTFUJI07M LM-ESS JO PKy TED co ABOVE SHEET TITLE * * * * * * * * RUN CD C o FIRE HYDRANT LATERAL NOTES: _ VALVE o JEA GENERAL NOTE: Z 1. TOTAL LENGTH BETWEEN FIRST JOINTS OR RESTRAINED LENGTH ON EITHER SIDE OF TEE(RUN)SHALL Z ' Q WATER MAIN 1. PAY ITEM"-DENOTES A RESTRAINT WHICH IS PAID FOR ON APER EACH BASIS. BE A TOTAL DISTANCE OF 30 FEET(MIN.). Q 2. PAY ITEM—-**"DENOTES A RESTRAINT WHICH IS INCLUDED IN THE UNIT PRICE BID FOR FITTING OR VALVE. 2. PAY ITEM"*"DENO 'ES A RESTRAINT WHICH IS PAID FOR ON A PER EACH BASIC. Z DETAILS i� WJ 3. INDICATES DIRECTION OF THRUST FORCE. 3. PAY ITEM""""DENOTES A RESTRAINT WHICH IS INCLUDED IN THE UNIT PRICE BID FOR FITTING OR VALVE. Ix 13- D u MECHANICAL RS E TRAI NT DETAILS - I MECHANICAL REST AINT DETAILS - 11 W o w VARY 2015 PLATE W-31 C JANUARY 2015 PLATE W-31 D w o Z "��p�F �r®pa.p,. ��.� JAN T W 0 9� ,'•�d r t , "•,.9�-- -. �a a o = Q pa 2 6 '® Z W D' _ x" w — e O = p d kp P d 4 OF p o �-r��t� <Lc s� 'e SHEET i CDN J EA AVAIL _____ TM PROSSER Community-Management- Energy- Relationships TEMPORARY 1"SAMPLE VALVE, MOUNTED TO WOOD POST WATER TO 13901 Sutton Park Drive South, Suite 200 FUTURE WATER METER BOX FLOW STRAIGHT DOWN (NOT ANGLE) Jacksonville, Florida 32224-0229 z (RELOCATE AS NEEDED) (TO BE REMOVED) FINISHED GRADE o — PIPE Office 904.739.3655 s. A U) Fax 904.730.3413 1" POLY SERVICE PIPE jb O 1"SERVICE SADDLE THREADED STEEL ROD W/NUTS& > www.prosserinc.com W/CORP TEMPORARY 4x4 POST MECHANICAL JOINT TEE 71W4 �—WASHERS(TYP) LENGTH AS REQUIRED � (TO BE REMOVED) MECHANICAL JOINT TEE Florida Certificate of Authorization ROUTE LOCATE WIRE IN Number: 00004050 VALVE Box(SEE 5-49) WATER MAIN W/LOCATE WIRE MECHANICAL JOINT VALVE o . .� 90 THREADED EYE BOLTS W/NUTS TEMPORARY SAMPLE TAP UTILIZING A NEW 111 WATER SERVICE STUB OUT LENGTH SHALL - HALL w BE 20 L.F.(MIN.)WITH o JOINT RESTRAINTS00 PIPE BELL RESTRAINT SMOOTH NOSE BIBS (1/2" MIN), THREADED STEEL ROD W/NUT&LOCK y WATER TO FLOW STRAIGHT DOWNm WASHERS (TYP) SOCKET CLAMP WITH SOCKET CLAMP (TO BE REMOVED) (LENGTH AS REQUIRED) WASHERS (TYP.) 45° ELBOW& NIPPLES(1/2" MIN GALVANIZED)(TO BE REMOVED) PLUG ANCHOR STRAP Oz (0�O � N N r - - 0 MECHANICAL JOINT PLUG PLUG (TO BE REMOVED) LOCATE WIRE (TO BOX) SERVICE Z (SEE NOTE#2) A _ 1 A o FINISHED GRADE z STATION / 0 M H MINOR PLANw AUTOMOTIVE W < VICE WATER MAIN W!LOCATE WIRE o SER oof o MECHANICAL RESTRAINT(TYP) ❑ fr SECTION "A-All 45° BEND (TO BE REMOVED) TEMPORARY SAMPLE TAP UTILIZING PLUG AT FLUSHING LOCATION NOTES: 1. IN LIEU OF BELL/ROD RESTRAINTS, MECHANICAL JOINT RESTRAINTS MAY BE USED. NOTES:: 2. LOCATING WIRE REQUIRED, UTILIZING A LOCATE WIRE BOX INSTALLED AT PLUG LOCATION. 1. LOCATION OF SAMPLE POINT BIBB SHALL NOT BE WITHIN THE ROADWAY BUT ROUTED TO THE ROAD SHOULDERS. m 3. NUMBER OF TIE RODS REQUIRED IS AS FOLLOWS: } 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL TEMPORARY PIPING&FITTINGS(AS NOTED) 3"-8" DIAMETER MAIN-2 TIE RODS REQUIRED PER JOINT(3/4"ROD) Z Z w AFTER BACTERIOLOGICAL CLEARANCE IS RECEIVED. 10"-12" DIAMETER MAIN-4 TIE RODS REQUIRED PER JOINT(3/4"ROD) w ¢ i 14"-16" DIAMETER MAIN-6 TIE RODS REQUIRED PER JOINT(3/4"ROD) ❑ ❑ ❑ 0 ❑ 3. THE CONTRACTOR SHALL UTILIZE THE ABOVE ALTERNATIVE METHODS FOR CONSTRUCTION OF TEMPORARY 18"-20 DIAMETER MAIN-8 TIE RODS REQUIRED PER JOINT(3/4"ROD) SAMPLE POINTS IN ALL AREAS,WHERE POSSIBLE. 24" DIAMETER MAIN-12 TIE RODS REQUIRED PER JOINT(3/4"ROD) 30"-36" DIAMETER MAIN-14 TIE RODS REQUIRED PER JOINT(1"ROD) 4. THE CONTRACTOR SHALL COMPLY WITH ALL JEA RULES AND POLICIES AS OUTLINED BY THE JEA'S ENVIRONMENTAL 42"-48" DIAMETER MAIN-16 TIE RODS REQUIRED PER JOINT(1 1/4"ROD) E E RESPONSE COORDINATOR(ERC)AND OTHER ASSOCIATED JEA STANDARDS. 54" - DIAMETER MAIN-18 TIE RODS REQUIRED PER JOINT(1 1/4"ROD) 4. THE LOCATION OF THE DEAD END PLUG SHALL NOT BE UNDER PAVEMENT, IF POSSIBLE.THE STUB OUT SHALL EXTEND BEYOND THE INTERSECTION AREAS OR ROAD CROSSING BY 10 FEET(MIN.)WHERE POSSIBLE. TEMPORARY SAMPLE TAP ALTERNATIVE METHODS LO E JANUARY 2015 PLATE W-24 PLUGGED DEAD END USING o BOX ACCESS (SEE NOTE#2) MECHANICAL RESTRAI NTS o A LOCATE WIRE SHALL BE PLACED ON SERVICES 1OFT OR GREATER. BRANCH VALVE BOX OR LOCATE cV BOX REQUIRED(SEE NOTE#1) "V"CUT IN 6" PVC PIPE RISER JANUARY 2015 PLATE W-37 -- Z 0 0 6"PVC PIPE RISER LOCATING WIRE PARALLEL TO MAIN w -ice w Z O I-- � w Uj w � W � - LOCATING WIRE. Q z t- z F- � wO � � � w � WATER MAIN � w cn � wv _ w cnQ z = 10' MAX SPACING \\ \ " : V��\�V•/�/'�� f gz z oc^o � o x _ zw wQ � z ~o w � Owe 3 wpOm � � z � oz m � � � _ ¢ ° ma0zw ¢ ° w > J DATE : JULY 2015 o -� X IQ j w W O d W w p m w Q z � i� w O 0 w Lu � iv = � W CONNECT WIRE TOGETHER Q - � O CT Np, ; 114001.01 Ln ¢ m z X i F z � � X f- o < U o O O w - WITH ELECTRICAL WIRE NUT. N wCKp m > HUj mw � `� m wzm � z w � w � BOXACCESS(SEENOTE#1) JBD PROVIDE 12" PIGTAIL C: � — _ LX - Q ® Q > F- Q P N U � o _j SECURE WIRE TO PIPE WITH DE By : `r `t v -' Q w 0 � w Ix w Q DUCT TAPE OR ZIPPER X 0 Q _3 I- w - - VALVE BOX <L O :D w p c� TEE OR SADDLE LOCATE WIRE DPT �l wQz wUj m � � -' tea � � � � � � � I-- w � TYPEPASTICTIESTRAPS 1i!/IVBY : f- Uz i- ww w Iw- w � UQO � m 0 _ 0 � ~ ~ Q w 0 w _ b 4"AND LARGER BRANCH MAIN DUCT TAPE OR ZIPPER TYPE - WATER MAIN SCALE 0 z � 0 <jU) a 4 _ N � AS NOTED 0 PLASTIC TIE STRAPS w i w _. _ w BRANCH FORCE MAIN _ E w `1 o (2"AND LARGER WATER MAIN OR 3"AND LARGER WATER SERVICE PIPE) Q UJ 11� DEAD END Ike C) -olPLUGGED LOCATE WIRE BOX UTILIZING VALVE BOX C WATER MAIN BOLT LOCATING WIRE TO VALVE < Q BOX&PIGTAIL END (12" LONG) U) °� - 0 10' MAX 475' MAX 475' MAX (NOTE 4) (NOTE 4) INSTALL CO-POLYMER METER BOX WITH DUCT TAPE OR ZIPPER w W Q HEAVY-DUTY IRON LID(PAINT TOP OF LID) —� TYPE PLASTIC TIES I LOCATE WIRE SYSTEM (POSITION BOX PARALLEL WITH MAIN) Q N NOTES: / / o /f / N �# 0 1. LOCATING WIRE TO BE INSTALLED IN EITHER THE ONE OR ELEVEN O'CLOCK POSITION ON ALL DUCTILE IRON OR PVC(PRESSURE CONNECT WIRES TOGETHER WITH a) MAINS).LOCATE WIRE SHALL ALSO BE INSTALLED ON ALL(HDPE)POLY MAIN PIPING(1:00 OR 11:00 POSITION, IF POSSIBLE). PROVIDE 3"THICK ELECTRICAL WIRE NUT. (PROVIDE Q 2. SECURE LOCATING WIRE TO PVC&D.I.P.WATER MAIN BY USE OF DUCT TAPE OR ZIPPER TYPE PLASTIC TIE STRAPS SPACED AT A GRAVEL BOTTOM 12" LONG PIGTAIL ENDS) MAXIMUM DISTANCE OF TEN(10')AND AT EACH SIDE OF BELL JOINT OR FITTING. METER 2"PVC RISER PIPE THS DRAWM NOT FO.EASM FOR CONSTFLIC11014 MESS~ NOTM 3. THE ENTIRE LOCATING SYSTEM SHALL BE SUBJECTED TO TESTING TO DETERMINE ITS RELIABILITY.WHERE INSTALLED UNDER LOCATING WIRE (ROUTED IN PIPE) 80 W PAVEMENT AREAS,TESTING SHALL BE DONE PRIOR TO THE PLACEMENT OF PAVEMENT, UNLESS APPROVED OTHERWISE BY JEA. "`"^ :. ' YE (YLOC TING WIRE .'.'. -.. ' r7T DUCT TAPE OR ZIPPER TYPE WATER MAIN 4. LOCATING WIRE SHALL TERMINATE WITHIN AN ACTIVE VALVE BOX(WITH A VALVE)OR A METER BOX(IF NO VALVE)AT 475PLASTIC TIE STRAPS SHEET TITLE j INTERVALS.SEE DETAIL PLATE W-44B.WIRE CONNECTIONS BELOW GROUND(OUTSIDE OF A BOX)SHALL BE AVOIDED. DUCT TAPE OR ZIPPER 5. REFER TO SECTION 350 FOR LOCATE WIRE SPECIFICATIONS. TYPE PLASTIC TIE STRAPS. CONNECTION AT LARGE METER Box w / 6. "�"INDICATES THAT THE WIRES ARE CONNECTED TOGETHER. N 0 �. _ (3"OR LARGER SERVICE) a Z W 7. "@"INDICATES A WIRE PIG-TAIL(12"LONG) NOTES: LOCATE WIRE BOX UTILIZING METER BOX L Q WATER m 8. FOR FIRE HYDRANT LOCATE WIRE REQUIREMENTS AND EXCLUSIONS,SEE PLATES W-12,13 AND 14. IL tE BRANCH WIRE IS NOT CONNECTED TO THE MAIN WIRE. NOTES: O 9. AN"LW"CUT SHALL BE CARVED IN THE CONCRETE CURB AND PAINTED AT ALL LOCATE WIRE BOXES. Z ti! Q 2. LOCATE WIRE SHALL ENTER THE VALVE BOX THROUGH A"V"CUT IN THE 6"PVC RISER PIPE SECTION(SEE W-18). 1. LOCATE WIRE SHALL ENTER THE VALVE BOX THROUGH A"V"CUT IN THE 6"PVC RISER PIPE(SEE W-18). �- LOCATE WIRE CONSTRUCTION FOR WATER o Q MAINS LOCATE WIRE FOR BRANCH MAIN LOCATE WIRE BOX a Q W o 0 0 •' EPJ "`��' 0 JANUARY 2015 PLATE W-44 JANUARY 2015 PLATE W-44A JANUARY 2015 PLATE W-44B z Lo w Lo z �- . " •_, w (q > ( .6 6 * LIC7.6 o STATE OF ;+o S H E E T - e a. TM PROSSER Community-Management- Energy-Relationships VARIES 13901 Sutton Park Drive South, Suite 200 „M Jacksonville, Florida 32224-0229 4' DIA REINFORCED REFER TO S-15 DETAIL. Office 904.739.3655 CONCRETE MANHOLE o �� � � CUT OFF PIPE •,'~ . O Fax 904.730.3413 INSIDE DROP FOR 8 z LL ol� EFER TO S 15 DETAIL. O O � TYP R ; ,° > -L -� AT WALL LINE (TYP) '';,. O HIGH LINE NOTE _ ( ) LL. � INFLUENT SEWER - PIPE WITH OUTSIDE www.prosserinc.com 4' DIA REINFORCED REFER TO S-15 DETAIL. DROP(SEE NOTE 1) INFLUENT SEWER PIPE WITHrV LU ETA CUT OFF PIPE CONCRETE MANHOLE g aPo - OUTSIDE DROP (SEE NOTE 1) Florida Certificate of Authorization �..• AT WALL LINE (TYP) ;` INFLUENT SEWER PIPE (TYP) a.®°Q . -, °;.'.:p, Number: 00004050 (SEE NOTE#1) 6"(TYP.) : T� 8"OR 10"GRAVITY INFLUENT FLOW .a. O� SEWER PIPE (SEE NOTE: 1) ,. F. W INTERIOR WALL AT WALL LINE (TYP) 6„(TYP.) a EXT ND ; Q LEVELING COURSE, 12" (MIN.) d O =F O� a . DROP BOWL(2 MAX PER M/H)SEAL BOWL TO 4� THICKNESS OF GRANULAR LEVELING COURSE 12"(MIN, � - ; BACKFILL(#57 STONE) THICKNESS OF GRANULAR WALL W/3M SERIES 5200 MARINE CAULK& BACKFILL(#57 STONE) SECURE W/4(MIN.)3!8"x 1-1/2"304E S/S 4' DIA REINFORCED b } BOLT,ANCHOR&WASHER :. '. w< • '> .::t > CONCRETE R OLE CONCRETE TO FORM ,. `;; `` PVC 90° ELBOW LONG (TYP) ' SOLID CLASS"C" O EASY FLOW CURVES (SPIGOT&GASKET) CONCRETE, SOLID FILLER LEVELING COURSE 12" (MIN.) U SOLID CLASS"C" Z N BRICKS ONLY ALLOWED AS LL p 2 THICKNESS OF GRANULAR FILLER, NO RUBBLE. SOLID CLA S"C" � w NOTES: CONCRETE, SOLID FILLER O GRADE TO 1/2" PER FOOT. CONCRETE, SOLID FILLER BRICKS ONLY ALLOWED AS BACKFILL (#57 STONE) BRICKS O LY ALLOWED AS 1. THE ANGLE BETWEEN ALL INFLUENT FLOW AUTOMOBILE VIS FILLER, NO RUBBLE. NOTES: FILLER, N RUBBLE. CHANNELS AND EFFLUENT PIPE SHALL BE 90° OR GRADE TO 1/2" PER FOOT. o GRADE TO 1!2" PER FOOT. GREATER UNLESS APPROVED OTHERWISE BY JEA. CONCRETE Z 1. THE ANGLE BETWEEN ALL INFLUENT FLOW CHANNELS AND EFFLUENT PIPE EASY FLOW CURVES o STATION NOTES: SHALL BE BETWEEN 90'- 180° UNLESS OTHERWISE APPROVED BY JEA. 2. THE 8" HIGH-LINE,WHERE UTILIZED, SHALL ENTER � AUTOMOTIVE PLAN VIEW (S-5) THE MANHOLE ON-CENTER OR OFF-CENTER AS 1. THE ANGLE BETWEEN ALL INFLUENT FLOW CHANNELS AND EFFLUENT PIPE SHALL BE 90°OR GREATER UNLESS Z W l SHOWN ABOVE. APPROVED OTHERWISE BY JEA. z w PLAN VIEW (S� (FOR SECTION VIEW SEE S-4) w aSERVICE 2. THE INTERIOR AND EXTERIOR OF THE MANHOLE AND THE INTERIOR OF THE ADJUSTMENT RINGS SHALL BE GIVEN 2 ❑ (FOR SECTION VIEW SEE S-2) COATS OF BITUMINOUS WATERPROOFING MATERIAL. w o MANHOLE FRAME&COVER ° FINISHED GRADE 3. IF SPECIALITY LINER IS TO BE INSTALLED ON INSIDE OF MANHOLE,THE BITUMINOUS WATERPROOFING MATERIAL GROUT SHALL BE OMITTED ON THE INSIDE. 4. TYPE"D"MANHOLES SHALL BE USED FOR 12"OR LARGER INFLUENT PIPES W/Z OR GREATER INFLUENT DROP. PLAN VIEW (S-8) MANHOLE FRAME&COVER CONCRETE ADJUSTMENT 12" NOMINAL, 18"MAX. FINISHED GRADE RINGS OR BRICKS (TYP) . � ' MANHOLE FRAME COVER (FOR SECTION VIEW SEE S-7) m GROUT ._.. :,: - GROUTED IN PLACE FINISHED z 00 ❑ 8., ;: 2'-8"DIA. GROUT `r Y FI ED GRADE LL ag PLASTIC JOINT SEALER w ¢ = a !\.//`\%/�•.'/�//\//\'�,�\ .• ;; �, �• (2 SEALERS PER JOINT) ❑ ❑ ❑ U ❑ \r��r�\r\\f��/\ '• ✓° REFER TO S-15 DETAIL. //�// r \/r'\'r°\r'\/%\✓s/ - �` rr 12" NOM, 18" MAX o \\r\� \r \!�\/\\/� - o /�/r `t 12"NOMINAL, 18" MAX. E M CONCRETE ADJUSTMENT 8" 2'-8"DIA CONCRETE ADJUSTMENT ' RINGS OR BRICKS (TYP) RINGS OR BRICKS TYP � (TYP) + GROUTED IN PLACE C? GROUTED IN PLACE 8"OR 10"GRAVITY INFLUENT SEWER 8 2'-8" DIA. PIPE EXTEND PIPE 2" BEYOND PLASTIC JOINT SEALER . (2 SEALERS PER JOINT) Z 5" 4'-0" DIA INTERIOR WALL(SEE NOTE 1). Z E 2 � REFER TO S-15 DETAIL. 4 ° 0 6„ 5'-0" DIA - - DROP BOWL(2 MAX. PER M/H)- ° SEE NOTE#1 FOR 5'-0"RE M SEAL BOWL TO WALL W/3M w SERIES 5200 MARINE CAULK ADJUSTABLE CLAMP BRACKET 0 5" 4'-0"DIA _ SECURE W/4 (MIN.)3/8"x 1-1/2" < '. (FERNCO OR EQUAL) PVC PLUG W/TOP 1/2 AREA OPEN -® S/S ANCHOR, BOLT&WASHER '- 0 8"OR 10"S/S CLAMP BRACKET 8"OR 10"GRAVITY INFLUENT 5'-0"DIA PLASTIC JOINT SEALER 6„ a (SEE NOTE 4) (2 SEALERS PER JOINT) 6"WIDE (MIN) EXTERIOR JOINT (SEE NOTE 7) SEWER PIPE (SEE NOTE 4) m rt z TAPE APPLIED OVER PRIMER -0 DIA. 4 2'OR GREATER DROP (NOTE 4) ;: '`° ` I SLOPE 1!2" '. � �>. � (SEE NOTE 8) ,,.. 5„ ..®®®_.®- L PER FT. (TYP) v _ o N {` PVC 90° ELBOW LONG 04 �' (SPIGOT X GASKET) w t: 1/2"PER FT DATE ; JULY 2015 ____ GROUT IN PLACE ¢ INVERT ELEV. GIVEN ON N SOLID CLASS"C" w_ PVC SDR-35 OR SDR-26 DROP PIPE PLANS AT THIS POINT CONCRETE W/SOLID ;. R STANDARD PVC TEE ' ,:i:.,:,;',. (DIA. EQUAL 70 INFLUENT PIPE) � Hp � 114001.01 FILLER BRICKS ONLY > . . 6"WIDE (MIN)EXTERIOR :.. _ . , _ JOINT TAPE APPLIED %` ` REFER TO S-15 DETAIL. ;. >,;.:'� :w, .. "'' " PER DE BY . ALLOWED AS FILLER :' ,';:;:';ez'. ,:;. SLOPE 1/2" 2' OR GREATER DROP (NOTE 4) 0 SOLID CLASS C CONCRETE 6" OVER PRIMER JBD NO RUBBLE, GRADE TO :',,,,.� �a a:. ELEVATION TO MATCH CROWN o FT. (TYP) DPT SEE NOTE#5 WN By : � „ W/SOLID FILLER BRICKS ONLY 9..' ( ) T. Z ii v R 00 S 1 2 PER F LENGTH A / , VC RISER- N et_ P � OF EFFLUENT ALLOWED AS FILLER NO RUBBLE. REQUIRED AS NOTED CONSTRUCT SPILLWAY WHERE SCALE INVERT OF UPPER SEWER IS .,LO � REMz 4.\t � p ,,, ..-•_..s:•..;°::•.:... . �m.° :'¢:• >. .,- LEVELING COURSE, 12" MIN cn � N � ABOVE MID HEIGHT OF LOWER - � �'( ;.-,- •• c THICKNESS OF GRANULAR w ..• � STANDARD PVC PUSH ON N0. D�t$� F� SEWER. � .__� _..:.� •mm._ •�_�:m�:_.�_: .:.: �.<..... � � .•m •• � .:.. ::. .:;.* .............. E-- w ��` f\�®\� \ '\ �� \`'\�®\ $ BACKFILL(57 STONE) JOINT BEND mw \ \ \ `� /\/\/\/fir .. /r /,`/ /rte �/f /�f �j /f // / /` -, cn ....................................................... LEVELING COURSE, 12 MIN ``�/`�\��°\/.`�''�,.\'''�.��.\��;'�.,`�`�..��.°�'''�.��'''�,•>'� :..... UNDISTURBED SOIL MIN. IN UNSUITABLE SOILS, . THICKNESS OF GRANULAR 6„ ,•:,,_"' �:�•°:.::`' �� °• " � ���`�=` ' a � '•� "�"•' •�•�-� �• SOLID CLASS"C"CONCRETE UNDISTURBED SOIL MIN. OVER-EXCAVATION IS a ,�.q. Q BEARING CAPACITY: BEARING CAPACITY: " `° o/ '� ° '� �/ a �`: .�:.;, ;° W!SOLID FILLER BRICKS ONLY //\/�dO//e\//\,f,,\�//\//\�/� //�\/r® //\\/rr\,/,\fir BACKFILL (57 STONE) SECTION VIEW (S-4) LI.I p ® 2000 LB/SQ FT. REQUIRED (SEE NOTE 6). �'" � y' ALLOWED AS FILLER, NO RUBBLE. �I 2000 LB/SQ FT. /�'/i% .i\'i�/r\/r�/i /�✓�r /%/ /, IN UNSUITABLE SOILS, (FOR PLAN VIEW SEE S-5) Z +' OVER-EXCAVATION IS NOTES: H SECTION VIEW (S-2) LEVELING COURSE, 12" (MIN) F- W 3 REQUIRED(SEE NOTE#6). THICKNESS OF GRANULAR U) 1. THIS ASSEMBLY IS FOR 8"OR 10"GRAVITY INFLUENT LINES ONLY.NO DROPS ALLOWED FOR FORCE MAINS. MAXIMUM OF 2 INSIDE DROP " ' 41 (FOR PLAN VIEW SEE S-3) BACKFILL 57 STONE �- BOWLS PER MANHOLE.A T-0"DIA.MANHOLE(6"THICK WALLS)IS REQUIRED IF TWO INSIDE DROPS ARE CONSTRUCTED WITH ONE OR BOTH ( ) p NN BEING 10"SIZE. DROP BOWL BY RELINER OR APPROVED EQUAL REQUIRED.THE INSIDE DROP FOR AN 8"HIGH LINE SHALL BE UNDISTURBED SOIL MIN. � ``%`mm•��`�"" '..f"mm�/"+' °%" % 'r LLI I.L �l NOTES: ' r �i i i��i� r \r\r\` fir\ \ �` a,\ \ \� \ IN UNSUITABLE SOILS, CONSTRUCTED SIMILAR TO ABOVE SEE PLATE S-5). BEARING CAPACITY: �/'\/ `�..f�i'�r 'r,\f�/'\/'\,'`f�/ 'r' '�/\,/'\,��`:l °°O '`-i 1. PRECAST MANHOLE SECTIONS TO BE MANUFACTURED IN ACCORDANCE WITH THE LATEST EDITIONS OF /\\//\\/'\\�\\ \ \\/\\f'r\/'�\\' rte\/f\fire\�/'\\/r�/"�/\��\ OVER-EXCAVATION IS E-- -� 2. PRECAST MANHOLE SECTIONS TO E MANUFACTURED IN ACCORDANCE WITH THE LATEST EDITIONS OF A.S.T.M.C 478 WITH 4000 LB. 2000 LB/SQ FT. f�f� /� r rf�f\f\/,��/;�fi fi\/ \/, /, / REQUIRED (SEE NOTE 6). Z I A.S.T.M. C-478 WITH 4000 LB. CONC., TYPE II CEMENT.ALL LIFTING HOLES AND OUTSIDE INSERTS SHALL BE CONC.,TYPE II CEMENT.ALL LIFTING HOLES AND OUTSIDE INSERTS SHALL BE FILLED WITH NON-SHRINK GROUT AND COATED WITH FILLED WITH NON-SHRINK GROUT AND COATED WITH BITUMINOUS WATERPROOFING MATERIAL. BITUMINOUS WATERPROOFING MATERIAL. SECTION VIEW (S-7) U) D UST E T RINGS SHALL BE GIVEN TWO COATS OF BITUMINOUS (FOR PLAN VIEW SEE S-8) _Ln 2. THE INTERIOR AND EXTERIOR OF MANHOLE AND ADJUSTING RINGS SHALL BE GIVEN TWO COATS OF 3: THE INTERIOR AND EXTERIOR OF MANHOLE AND THE INTERIOR OFA J M N R BITUMINOUS WATERPROOFING MATERIAL. WATERPROOFING MATERIAL. NOTES: v 1. PRECAST MANHOLE SECTIONS TO BE MANUFACTURED IN ACCORDANCE WITH THE LATEST EDITIONS OF A.S.T.M.C-478 WITH 4000 LB. < 3. IF SPECIALTY LINER IS TO BE INSTALLED ON INSIDE SURFACE OF MANHOLE,THE BITUMINOUS 4. TYPE"B"MANHOLE MUST BE USED OR 2'OR GREATER INFLUENT PIPE DROPS. CONC.,TYPE II CEMENT.ALL LIFTING HOLES AND OUTSIDE INSERTS SHALL BE FILLED WITH NON-SHRINK GROUT AND COATED WITH FELEASM FOR WATERPROOFING MATERIAL SHALL BE OMITTED ON THE INSIDE. BITUMINOUS WATERPROOFING MATERIAL. 0ON NOT -� 5. THE DROP BOWL ASSEMBLY SHALL BE INSTALLED PRIOR TO APPLICATION OF SPECIALTY LINING MATERIAL. BD NOTM Oz 4. JUNCTION MANHOLE (CLOSEST TO WETWELL)SHALL BE 5'DIA WITH SPECIALTY LINER. 6. A TYPE"D"MANHOLE SHALL BE UTILIZED WHEN THREE OR MORE(2'OR GREATER)DROPS ARE INVOLVED OR WHEN INFLUENT PIPES AREA 2. THE INTERIOR AND EXTERIOR OF MANHOLE AND THE INTERIOR OF THE ADJUSTMENT RINGS SHALL BE GIVEN TWO COATS OF BITUMINOUS ABOVE LARGER THAN 10"IN SIZE. WATERPROOFING MATERIAL 5. ALL MANHOLE JOINTS BELOW THE TOP COVER SECTION SHALL INCLUDE A 6"WIDE (MIN) EXTERIOR JOINT TAPE SHMT TME (WITH PRIMER).TAPE ON THE CONE SECTION IS OPTIONAL. SEE PLATE S-17. 7. ADJUSTABLE CLAMPING BRACKET(VIiN.2 PER DROP BOWL ASSY). 1-1/2"WIDE, 11 GA.W/3/8"DIA. 18-8 PINCH BOLTS AND NUTS.SECURE TO 3. IF SPECIALTY LINER IS TO BE INSTALLED ON INSIDE SURFACE OF MANHOLE,THE BITUMINOUS WATERPROOFING SHALL BE,OMITTED ON / M/H WALL WITH(2)3/8"X 1"BOLT,ANCHOR&WASHER PER BRACKET ASSY.ALL 304 OR 316 STAINLESS STEEL MATERIALS. INSIDE. p 6. IN SILTS, CLAY OR HIGHLY ORGANIC SOILS (FINE-GRAINED SOILS INCLUDING SOIL GROUPS ML, CL, OL, MH, CH, 4. TYPE"D"MANHOLE SHALL BE USED FOR 12"OR LARGER INFLUENT PIPES W/Z OR GREATER INFLUENT DROP. Q 8 ALL M/H JOINTS BELOW THE TOP CONE SECTION SHALL INCLUDE A 6"WIDE(MIN)EXTERIOR JOINT TAPE(W/PRIMER).TAPE ON THE CONE o ww J OH AND PT)THE SOILS SHALL BE OVER-EXCAVATED AN ADDITIONAL 24"(AT A MIN.)AND BACKFILLED WITH - - N [- U SECTION IS OPTIONAL. / AASHTO CLASS A-3 SOIL(COMPACTED TO 98%,ASTM D1557)OR OVER-EXCAVATE AN ADDITIONAL 12" (AT A MIN.) 5. ALL M/H JOINTS BELOW THE TOP CONE SECTION SHALL INCLUDE A 6"WIDE(MIN)EXTERIOR JOINT TAPE(W/PRIMER).TAPE ON THE CONE O AND BACKFILL WITH GRANULAR BACKFILL 57 STONE). SECTION IS OPTIONAL. Q I Y _ ( ) 9. IN SILTS,CLAY OR HIGHLY ORGANIC SOILS(FINE-GRAINED SOILS INCLUDING SOIL GROUPS ML,CL,OL,MH,CH,OH AND PT)THE SOILS Q IQ SHALL BE OVER-EXCAVATED AN ADDITIONAL 24"(AT A MIN.)AND BACKFILLED WITH AASHTO CLASS A-3 SOIL(COMPACTED TO 98%,ASTM 6. IN SILTS,CLAY OR HIGHLY ORGANIC SOILS(FINE-GRAINED SOILS INCLUDING SOIL GROUPS ML,CL,OL,MH,CH,OH AND PT)THE SOILS Q Ld D1557)OR OVER-EXCAVATE AN AD ITIONAL 12"(AT A MIN.)AND BACKFILL WITH GRANULAR BACKFILL(57 STONE). SHALL BE OVER-EXCAVATED AN ADDITIONAL 24"(AT A MIN.)AND BACKFILLED WITH AASHTO CLASS A 3 SOIL(COMPACTED TO 98°/",ASTM (j _ LL 57 STONE). Z SEWER DETAILS U D1557)OR OVER EXCAVATE AN ADDITIONAL 12 (AT A MIN.)AND BACKFILL WITH GRANULAR BACKFILL( ) SANITARY SEWER TYPE "A" MANHOLE SANITARY SEWER TYPE"B" MANHOLE SANITARY SEWER TYPE "D" MANHOLE 8"-21 " SEWERS 8"-10" SEWERS 12"-21 " SEWERS F_ o � �D joie°°{.^-°-�� W Z +'� T V W Q JANUARY 2015 PLATES S-2, S-3 JANUARY 20 5 PLATES S-4, S-5 z � z JANUARY 2015 w �,� • .. . - PLATES S-7, S-8 w EP+l;a� '•.,��-'-; w � . �. * r O -r � p Z � d 6 o m � STATE OF o yds ®AVI8� Ply`<<t' d I�p N / TM PROSSER Community- Management- Energy-Relationships PRECAST MANHOLE FILL ALL LIFTING HOLES BASE W/NON SHRINKING GROUT 13901 Sutton Park Drive South, Suite 200 AND COAT W/BITIMINOUS Jacksonville, Florida 32224-0229 FILL VOID AREAS WITH PRECAST MANHOLE NON-SHRINK GROUT CUT PIPE FLUSH TO - WATERPROOFING MATERIAL NON-SHRINK BASE EDGE OF INTERIOR WALL FILL ALL EXTERIOR VOIDS AND - Fax 904.730.3413 FILL INTERIOR VOID AREAS W/ " ENCAPSULATE ALL EXTERIOR z0 s.,.7 MANHOLE INVERT NON SHRINK GROUT FLUSH W/ PARTS OF THE RUBBER BOOT CREATING A COLLAR W NON INSIDE OF MH w www.prosserinc.com SHRINK GROUT Florida MANHOLE INVERT GRAVITY SEWER PIPE a Certificate of Authorization GRAVITY .. V Number: 00004050 r SOLID CLASS "C" CONC 'ETE W/ GRAVITY SEWER PIPE SOLID FILLER BRICKS ONLY ; . .� " . ALLOWED AS FILLER NO RUBBLE. PVC SAND SLEEVE/COUPLING NOTES: PRECAST CONCRETE (SAME SDR AS PIPE) MANHOLE RUBBER BOOT, DOUBLE BANDED, 316 S/S CLAMPS, w PVC SAND SLEEVE MEETING THE ASTM C923 STANDARD. Kor-N-Seal® I EX SERIES Q (FOR EXISTING AND NEW M/H CONSTRUCTION) CONNECTOR WITH DOUBLE STAINLESS STEEL BANDS OR EQUAL 0 RUBBER BOOT (FOR NEW M/H CONSTRUCTION ONLY, MAXIMUM DEPTH 15FT) 1CZT; _ � � -: AUTOMOBILESERVICE 0 Z STATION / MINOR z 0 LU AUTOMOTIVE w � Z LU af MANHOLE FRAME & COVER w o SERVICE FINISHED GRADE (n 0 o r�+ �7�,��li2Lnrf�s�ssx. r r_a_f__rn_a__. � � ❑ lei SEAL W/COAL TAR MASTIC OR _ � PREMOLDED PLASTIC JOINT <' DIA OF MANHOLE VARIES SEALER (2 PLACES PER JOINT) VARIES W/MANHOLE DIA a'' 32" SEE S-17 FOR DETAILS 6" (MIN) EXTERIOR JOINT TAPE GROOVE TO BE FORMED WITH AN ACCURATE 6" (TYP) r APPLIED OVER PRIMER (TYP) �: i m l Y BELL RING FORM W m ❑ Uj AR Y Y S� 48" DIA w w .`:' s• v "' ' ° , �/ N ;a. SOLID CLASS "C" CONCRETE W/SOLID w ¢ _ 1 1/4 5" FILLER BRICKS ONLY ALLOWED AS FILLER NO RUBBLE, GRADE TO 1/2" PER FOOT. #4-6" O.C. E.W. / N i= y POURED IN PLACE 4,000 LB " �� ' P.S.I. CONCRETE PAD 21/4 NOTES: O 2-NON PENETRATING s z , a.. . a E THE USE OF THE POURED IN PLACE MANHOLE BOTTOM SHALL BE MINIMIZED PICKHOLES (SEE DETAIL) 1 3/8" cfl a , AND SHALL BE SPECIFICALLY APPROVED BY JEA PRIOR TO CONSTRUCTION. WIDE LEVELING COURSE, E O OF GRIANULAR BASS v 0 MANHOLE BOTTOM BACKFILL (57 STONE) � � F� ) RID P NON-SKID SURFACE � `,.!t'\ ° ,, , � ,, � \ \ \ \ \� IN UNSUITABLE SOILS —. /`/\�/�i�r'\\\'`lil \,,//�'/,° /, OVER-EXCAVATION IS a MANHOLE PIPE CONNECTION NAIL - (DIAMOND PATTERN.) REQUIRED (SEE NOTE#3)LO m o January 2015 PLATE S-15 PICKHOLE DETAIL TYPE — "C" MANHOLE N cV 34 1/8" COVER - a7�gtTrs7"as�nnn"3s?nyn,�*n1s�_-»ar�rnfr.Y\L"�y� 41 DATE : JULY, 2015 SOLID CLASS "C" CONCRETE W/SOLID CT NO, : 11400 1.01 MANHOLE JOINT "A" "B" "C "D � FILLER BRICKS ONLY ALLOWED By : J B D INSIDE WALL _ ,.>s <a 7° JOINT ANGLE 53.043 52.543 51.500 52.000 COVER MACHINED SURFACE (SMOOTH) O 1/2'AS LPER FER O OTBBLE, GRADE DRAWN ®Y "DPT DOVETAIL GROOVE &GASKET 4 4$" I.D. 5" 48" DIA (SEE DETAIL BELOW} - °" --------► ' LEVELING COURSE, J SCALE : AS NOTED o ;. 35 3/4" 0 511 N N .; 12" (MIN)THICKNESS Q �I PREMOLDED PLASTIC JOINT PREPRIMED JOINT 8 RBS 34 1/4 Daft® SURFACES ` OF GRANULAR BACKFILL f— Revision — SEALER WITH PROTECTIVE MACHINED SURFACE °; :. (57 STONE) ® W -1 WRAPPER TO COVER ENTIRE �" "B" OUTSIDE WALL - c .e Q JOINT AREA(APPLY JOINT a•.� OUTSIDE WALL < C,( SEALER TO TOP AND q "C" o BOTTOM SURFACES, , RAD = 1/8" (TYP) ✓ z 3 REMOVE WRAPPER DURING - 31 1/2" Q -- ASSEMBLY N INSIDE WALL W ` _ ;>:. `r D LO 40 1/2" NEOPRENE ..T.' GASKET RING ................ ' .. � COVER ,/\ \%\j'\\ � \ v''� f IN UNSUITABLE SOILS, Q > Q JOINT ASSEMBLY DETAIL �. a :�+ "A" / ! / / / / / / ! w \\\\\\\>°\\,'�\ \ '�\ \. W RING OVER-EXCAVATION IS —� Q REQUIRED (SEE NOTE#3) �-- TYPE — "C" MANHOLE WITH FLAT TOP z � .. NOTES: Q d OUTSIDE WALL JOINT CONSTRUCTION DETAIL o INSIDE WALL 1. MATERIAL:ASTMA-48 48 CLASS 35B GRAY IRON. PROTECTIVE SKIRT NOTES: SECTION VIEWS EXTERIOR JOINT SEALANT 2. RING WEIGHT 230 LBS APPROX. 4 j" MEMBRANE (6" MIN) GROOVE GASKET DETAIL 1. PRECAST MANHOLE SECTIONS TO BE MANUFACTURED IN ACCORDANCE WITH THE LATEST EDITIONS OF A.S.T.M. I/— EXCESS JOINT SEALER s' CENTERED ON JOINT 3. COVER WEIGHT 230 LBS.APPROX. C-478WITH 4000 LB. CONC., TYPE II CEMENT.ALL LIFTING HOLES AND OUTSIDE INSERTS SHALL BE FILLED THS DRHA NOT FOR a.. wtY SHALL BE TRIMMED WITH NON-SHRINK GROUT AND COATED WITH BITUMINOUS WATERPROOFING MATERIAL. TIfJC770NMEN SdO NOTED 4. ALL DIMENSIONS ARE SHOWN IN INCHES. �� FLUSH TO INSIDE ALL LIFTING HOLES (INSERTS) 2.THE INTERIOR AND EXTERIOR OF MANHOLE AND INTERIOR OF ADJUSTMENT RINGS SHALL BE GIVEN TWO COAT U SURFACE SHALL BE FILLED WITH 5. FOR MANHOLES WHICH WILL BE MAINTAINED BY JEA(INCLUDING UTILITY DEDICATION PROJECTS),THE COVER SHALL OF BITUMINOUS WATERPROOFING MATERIAL. T / NON-SHRINK GROUT AND INCLUDE THE"JEA" LOGO AND A NEOPRENE GASKET. SHEET COATED WITH BITUMINOUS 3. IN SILTS, CLAY OR HIGHLY ORGANIC SOILS(FINE-GRAINED SOILS INCLUDING SOIL GROUPS ML, CL, OL, MH, Q WATERPROOFING MATERIAL 6. FOR MANHOLES WHICH WILL BE MAINTAINED BY PARTIES OTHER THAN JEA(SUCH AS PRIVATE SEWER COLLECTION CH, OH AND PT)THE SOILS SHALL BE OVER-EXCAVATED AN ADDITIONAL 24"(AT A MIN.)AND BACKFILLED j SYSTEMS, PRIVATE (FORCE MAIN)PUMP OUT BOX AND SYSTEMS NOT MAINTAINED BY JEA), THE COVER SHALL INCLUDE WITH AASHTO CLASS A-3 SOIL(COMPACTED TO 98%,ASTM D1557)OR OVER-EXCAVATE AN ADDITIONAL 12" o w JEA— COMPLETED JOINT DETAIL "SANITARY SEWER"GENERIC LETTERING(NO"JEA"LOGO OR NEOPRENE GASKET). (AT A MIN.)AND BACKFILL WITH GRANULAR BACKFILL(57 STONE). W SANITARY M SANITARY SEWER TYPE "C" MANHOLE ° S IL Z PRECAST SEWER MANHOLE JOINT TAIL SANITARY SEWER MANHOLE FRAME AND COVER o w g 21 SEWERS `` JANUARY 2015 PLATE S-17 JANUARY 2015 PLATE S-1 JANUARY 2015 PLATE S-6 a co CD O O '�' i z n� 0.6 x,76 ,p O STATE OF `�� D f6 67, O " < S H E E T DJ d. TM PROSSER Community-Management- Energy-Relationships 13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229 \,/ \ / �j\�'\ '77 A a A w \/ '�f\✓ ,�'' / s f f f \f / f �� / /� �,./i, ' r';/;frf%'% //��/ / rf \ �' \`W , % \fps / f r'�� \\/\/ / '�/® SEE NOTE#4 /���\i \�� \ °d f y �`r��r Office 904.739.3655 w ^ 9' MIN 9' MIN FULL LENGTH OF PIPE CENTERED OU DEPTH VARIES // o Fax 904.730.3413 p w AT CROSSING, SEE NOTE #1 w > www.prosserinc.com Oz PROPOSED FORCE z_ cW FULL LENGTH OF PIPE 2 w MAIN SIZE &TYPE LOCATE WIRE, SEE NOTE#3 CENTEREDAT CROSSING EXISTING UTILITY PIPE Florida Certificate of Authorization �- z � VARIES (SEE NOT #1) LOCATE WIRE (SEE NOTE#3) Number: 00004050 SEPARATION MECHANICAL JOINT 11-1/4°,22-1/2° VARIES (SEE OR 45° BENDS (SIZE VARIES) NOTES #1&2) + + SEPARATION S PROPOSED FORCE MAIN SIZE &TYPE VARIES w EXISTING CONFLICT PIPE (SEE NOT # 2) � RESTRAINED JOINT (TYP.) SIZE AS REQUIRED MECHANICAL JOINT 11-1/40 , 22-1/2° OR 45° (SIZE VARIES) THE LENGTH OF THE PIPE TO BE I 9' MIN �_ 9' MIN - RESTRAINED ON EACH SIDE OF BEND RESTRAINED JOINT (TYP.) > SHALL BE IN ACCORDANCE WITH - THE LENC TH OF THE PIPE TO BE PIPE SIZE AS REQUIRED m RESTRAINT JOINT SCHEDULE. RESTRAI ED ON EACH SIDE OF BEND SHALL BE IN ACCORDANCE WITH CASE "A" CROSSING RESTRAINT JOINT SCHEDULE. CASE "B" CROSSING �° N NOTES: NOTES: A 1 IL SERVICE 1. IF EXISTING CONFLICT PIPE IS A WATER OR RECLAIMED WATER MAIN, 12-INCHES OF SEPARATION IS REQUIRED.A FULL LENGTH OF 1. IF EXISTING ONFLICT PIPE IS A WATER OR RECLAIMED WATER MAIN, 12-INCHES OF SEPARATION IS REQUIRED.A FULL LENGTH OF zTI®N I PIPE SHALL BE CENTERED OVER EXISTING UTILITY MAIN TO PROVIDE MAXIMUM JOINT SPACING FOR ALL CROSSINGS. PIPE SHALL E CENTERED OVER EXISTING UTILITY MAIN TO PROVIDE MAXIMUM JOINT SPACING FOR ALL CROSSINGS. o 2. FOR OTHER LOCATION LIMITATIONS SEE DETAIL(S-26&S-27). 2. FOR OTHER OCATION LIMITATIONS SEE DETAIL(S-26&S-27). LU w UTO TIV z 3. LOCATING WIRE REQUIRED: SEE DETAIL S-49. 3. LOCATING IRE REQUIRED: SEE DETAIL S-49. w w EVIG Z o 4. THE COVER FOR PIPING LESS THAN 24"SIZE SHALL BE 30"(MIN) IN UNPAVED AREAS, 36"(MIN) IN PAVED AREAS AND A MAXIMUM 4. THE COVER OR PIPING LESS THAN 24"SIZE SHALL BE 30"(MIN)IN UNPAVED AREAS,36"(MIN) IN PAVED AREAS AND A MAXIMUM MANHOLE FRAME & COVER w o COVER OF 60", UNLESS PRE-APPROVED BY JEA.THE COVER FOR PIPING 24"SIZE AND LARGER SHALL BE 36"(MIN)IN PAVED AND COVER OF 6)", UNLESS PRE-APPROVED BY JEA.THE COVER FOR PIPING 24"SIZE AND LARGER SHALL BE 36"(MIN)IN PAVED AND z X^X( SEE NOTE#3) ❑ LL UNPAVED AREAS AND A MAXIMUM COVER OF 84", UNLESS APPROVED BY JEA. UNPAVED A EAS AND A MAXIMUM COVER OF 84", UNLESS APPROVED BY JEA. Z Q 0 - GRADE 5. THE SOILS BETWEEN THE MAIN AND THE CONFLICT PIPE SHALL BE COMPACTED TO 98% OF THE MAXIMUM DENSITY AS DETERMINED 5. THE SOILS BETWEEN THE MAIN AND THE CONFLICT PIPE SHALL BE COMPACTED TO 98% OF THE MAXIMUM DENSITY AS DETERMINED z oo ADJUSTMENT BY THE LABORATORY MODIFIED PROCTOR TEST ASTM D 1557. BY THE LABORATORY MODIFIED PROCTOR TEST ASTM D 1557. N RINGS (TYP) FLAT TOP SECTION ADJUSTMENT OVER EXISTING UTILITIES ADJUSTMENT UNDER EXISTING UTILITIES (8"THK. MIN) r s <. A m W m ❑ MECHANICAL RESTRAINTS MECHANICAL RESTRAINTS w w LU < T_ ❑ ❑ ❑ U ❑ JANUARY 2015 PLATE S-39 JANUARY 015 PLATE S-41 vALVESUPPORT a BRACKET KKa AIR VALVE ASSEMBLY (SEE NOTE#4) W/BACKWASH FEATURES E E y 4' DIA OR 4 SQUARE MANHOLE (MIN)W/FLAT TOP SECTION, NO BOTTOM. PROVIDE SPECIALTY w >. INTERIOR LINER. DOG HOUSE MANHOLE DESIGN Q WITH 12" SEPARATION (MANHOLE TO PIPE) MAY E SEWER SERVICE LATERAL MARKER SEWER LATERA MARKER REQUIRED EXIST. YARD PIPING CONNECTION > g BE UTILIZED. (SEE NOTE#2) E TO BE DETERMINED IN FIELD ... REQUIRED FOR NEW DEVELOPMENT FOR NEW DEVELOPMENT AREA VALVE (SEE NOTE#5) U AREAS (SEE NOTE#1) (SEE NOTE#1) IF NO CURB SCRIBE LETTER O~ a E CURB &GUTTER "S" IN FRONT OF SIDEWALK ADAPTER (IF REQ.) a 12 MAX SIDEWALK m WIDTH OF RIGHT-OF-WAY VARIES (PAINT GREEN) w ENGRAVE IN CURB THE LETTER P/L `°.,�.,g .. `�a.,. 5 �-- m AVG. GROUND SURFACE A` . ELECTRIC "SEWER" MARKER "S"AT SEWER HOUSE SERVICE ;�.' :8..' g `_�" 6" MIN GRAVEL LOCATION (PAINT GREEN) co LO (SEE NOTE#1) �- JOIN TO EXIST. CONN. IN FRONT OF co p TOP OF PAVEMENT N IN d.P '@ SCRIBE THE LE ERS MIN OF 2 % /8 PER 1 MI ,� .: ,,��-�: , , ... �.�. .. � DRIVEWAY WAY ORP .. � � �,� ���' �� � �° "�"` � ���- �'� SLOPE DOWN SIDEWALK D /L MA N , :�: :: �: 3a.... .. , / .\jl CURB a - z ( ) DATE JULY, 2015 LU \ "a .f. a j;. _ >� HIGH & 1/4" DEEP IN CURB (PAINT GREEN) �.:.. ,. Z O> � U � S CT NO. 114001.01 o U O EXIST.4" YARD PIPING 1- 0 w WIDTH OF TRENCH CONNECTION (TO BE LOCATED O Y HOUSE LATERAL (SEE NOTES#2 ) By : J B D o W (NOTE#3) I PRIOR TO INSTALLING TEE Q - - OFF-SET PIPING "IF REQUIRED" DRAWN BY ch �\\fj \fBRANCH). PROVIDE FLEXIBLE 'S 6" BEND SHORT RADIUS (2" MIN, SEE NOTES#1 ) 316 SS PIPE DPT ADAPTER C14 _ �®✓\�'`/` f��/�f' � ,. OR EQUAL)COUPLING (FERNCO w o AND FITTINGS � SCALE : AS NOTED LU U)f/�/°' f _ °�''/� //�f 6" BEND�� ,�f� o STANDARD TEE-WYE FITTING (TYP) SIZE,OROVIDE A GATE VALVE INSTALLER OFF-SET PIPING LARGER THAN 2 D < f/�\ GRAVITY VERTICALLY (W/B&C) NEAR MAIN (SEE NOTE#6) I-- Date Re vidw cnl 6 PIPE / ��� � /� LAY IN COMPACTED LAY IN UNDISTURBED SOIL SOF SEWER AND STREET (� W o MIN. SLOPE D O � �� // /,� SOIL SEWER UNLESS SHOWN OTHERWISE rv- (Y 0 0 1/8" PER FOOT w \j / ° - ON PLANS 2" SS BALL VALVELL <C vlO= � f ' / STANDARD TEE-WYE FITTING (SEE NOTE #6) D U>„J 3 PROVIDE 6" PLUG a '� (30° MIN., 60° MAX.) - - - - - a� OR CONNECTION TO w �, FEW SEWER FORCE MAI F- W a YARD PIPING ,/ � \ / /f m C14-1 FOR PLAN VIEW SEE S-19 O v � NOTES: W Q W � O 1 OFF SET THE AIR ASSEMBLY REQUIRED,THE PIPING SHALL BE 2 INIDE OF THE ROADWAY CH MINIMUM, (SAME SIZE AS AER VALNT RVE INLET) FOR PIPE SIIZESCATED IN 3 INCH ANDAFFIC AS). IF w -r Y FOR SECTION VIEW SEE S-20 SMALLER: PIPING SHALL BE 316 STAINLESS STEEL SCH.40, STD GRADE,THREADED. FOR PIPE SIZES 4 INCH AND LARGER: Z tJ NOTES : \�j;�j\�j;; ;\,� < PIPING SHALL BE 316 STAINLESS STEEL SCH. 10(MIN),WELDED OR PVC DR-18 PIPE AND FITTINGS-RESTRAINED. < 1. FOR SEPTIC TANK PHASE-OUT PROJECTS WHERE NO CONCRETE CURB EXIST,AN ELECTRONIC "SEWER"MARKER IS REQUIRED FOR w w 0 2. THE CONCRETE MANHOLE SHALL INCLUDE A POLYURETHANE SPECIALTY LINER(PER SPEC SECTION 446)TO BE INSTALLED ON THE ALL LATERALS WHICH ARE"NOT" IN USE". FOR NEW DEVELOPMENT AREAS WHERE THE SEWER LATERAL IS"NOT IN USE",A _ LU LU U) INTERIOR SURFACES INCLUDING THE RISER SECTION TOP AND THE ADJUSTMENT RINGS.A BITUMINOUS WATERPROOFING MATERIAL SHALL LANDSCAPE TIMBER OR 3x3 MIN. P.T. POST(TOP PAINTED GREEN)OR AN ELECTRONIC"SEWER"MARKER SHALL BE INSTALLED TO Q I-- or� BE PROVIDED ON THE OUTSIDE SURFACES OF THE MANHOLE. QU) O ELECTRONIC "SEWER" Lij MARK THE LOCATION OF THE 6"PLUG. MARKER (SEE NOTE#1) 3. FRAME AND COVER SHALL BE JEA STANDARD.THE COVER SHALL HAVE NO GASKET TO ALLOW AIR TO EXIT VAULT(REMOVE GASKET IF THIS DRAWIING NOT FFIEASM FOR I/- 2. THE MINIMUM SIZE OF ALL HOUSE LATERALS SHALL BE 6 INCHES.THE MAXIMUM LENGTH OF A HOUSE LATERAL SHALL BE 60 FEET P/L - - - NECESSARY FROM THE UNDER SIDE OF STANDARD JEA COVER).THE COVER(WHEN FLIPPED OPEN)MUST CLEAR THE AIR VALVE CO 1IION 80 NOTED Z (LENGTH BETWEEN SEWER MAIN OR MANHOLE TO CUSTOMERS PROPERTY LINE). FLEXIBLE ADAPTER ASSEMBLY AT ALL TIMES OR A SQUARE TOP WITH ALUMINUM DOOR SHALL BE PROVIDED(NON-TRAFFIC LOCATIONS ONLY). ABOVE NOTES: COUPLING (FERNCO OR EQUAL) 3. SEE MEASUREMENT AND PAYMENT SECTION FOR MAXIMUM PAYMENT WIDTHS. 4. A VALVE SUPPORT BRACKET IS ONLY REQUIRED FOR ASSEMBLIES WHICH INCLUDE OFF-SET PIPING.THE BRACKET SHALL BE WELDED AND j 1 FOR SEPTI TANK PHASE-OUT PROJECTS WHERE NO CONCRETE CURB EXIST,AN ELECTRONIC"SEWER"MARKER IS FABRICATED FROM ALL 316 STAINLESS STEEL MATERIALS AND INCLUDE 6"x 6"x %"THICK END PLATES(CONTOURED TO MATCH ATTACHING T TITLE p 4. ALL GRAVITY SEWER MAINS AND ASSOCIATED SEWER LATERAL PIPE AND FITTINGS(INCLUDING THE TEE-WYE FITTING)WITH A REQUIRED FOR ALL LATERALS WHICH ARE"NOT"IN USE". FOR NEW DEVELOPMENT AREAS WHERE THE SEWER LATERAL IS SURFACES), 3"ANGLE IRON FOR SUPPORT ARM AND TWO U-BOLTS 8" DIA TO ATTACH AROUND AIR VALVE. SECURE TO CONCRETE o "DEPTH OF CUT" EQUAL OR GREATER THAN 12 FEET, SHALL BE PVC SDR-26. "NOT IN U E",A LANDSCAPE TIMBER OR 3x3 MIN. P.T. POST(TOP PAINTED GREEN)SHALL BE INSTALLED TO MARK THE MANHOLE WITH FOUR Y" DIA X 2"LONG S/S ANCHOR(MIN). MODIFY THE ABOVE AS REQUIRED TO FIT SPECIFIC AIR VALVE AND TO ASSURE A w U LOCATION OF THE 6"PLUG. SOLID SUPPORT BRACKET. N wJEA- 5. UNLESS APPROVED OTHERWISE BY A JEA O&M MANAGER, NO GRAVITY SEWER MAIN WITH SEWER SERVICE LATERALS SHALL BE > p U CONSTRUCTED WITH A"DEPTH OF CUT"GREATER THAN 12 FEET. 2. THE MINIM M SIZE OF ALL HOUSE LATERALS SHALL BE 6 INCHES.THE MAXIMUM LENGTH OF A HOUSE LATERAL SHALL BE 5. FOR PIPE SIZES 3 INCH AND SMALLER, PROVIDE A STAINLESS STEEL BALL VALVE(2"MIN). FOR PIPE SIZES 4 INCH AND LARGER, PROVIDE A Q Z W 60 FEET(LENGTH BETWEEN SEWER MAIN OR MANHOLE TO CUSTOMERS PROPERTY LINE). FLANGE GATE VALVE(WHEEL OPERATOR)OR PLUG VALVE. (LEVER ARM OPERATOR)SEE SPECIFICATION FOR ADDITIONAL REQUIREMENTS. z Q SANITARY CC) 6. SEWER SERVICE LATERALS ASSOCIATED WITH GRAVITY SEWER MAINS WHICH ARE DEEPER THAN 12 FEET, MUST BE ROUTED TO A ¢ IL U GRAVITY SEWER HIGH-LINE,A MANHOLE OR OTHER JEA APPROVED METHOD. 3. NO SEWER SERVICE CONNECTIONS PERMITTED ON GRAVITY SEWER PIPE WHICH ARE 16"AND LARGER. 6. FOR A 2"AIR VALVE, PROVIDE 2"STAINLESS STEEL BALL VALVE AT THE MAIN. FOR AIR VALVES LARGER THAN 2"SIZE, PROVIDE A TAPPING O SLEEVE OR DUCTILE IRON TEE FITTING.ALSO, FOR OFF-SET PIPING LARGER THAN 2 INCH SIZE, PROVIDE A GATE VALVE(INSTALLED L Z 7. THE SEWER SERVICE LATERAL SHALL BE CONSTRUCTED AT A DEPTH TO ALLOW A GRAVITY CONNECTION BY THE CUSTOMER, 4. ALL GRAVI Y SEWER MAINS AND ASSOCIATED SEWER LATERAL PIPE AND FITTINGS(INCLUDING THE TEE-WYE FITTING) VERTICALLY NEAR MAIN). SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. p 1w,-Q WHERE POSSIBLE(CONTINGENT UPON MEETING THE CUSTOMER'S ON-SITE CONDITIONS AND LOCAL CONSTRUCTION STANDARDS). WITH A"DEPTH OF CUT" EQUAL OR GREATER THAN 12 FEET, SHALL BE PVC SDR-26. a Q A LATERAL REQUIRING MORE THAN 60"OF COVER MUST BE APPROVED, PRIOR TO CONSTRUCTION, BY JEA. Ld HOUSE LATERAL - SECTION VIEW HOUSE LATERAL - PLAN VIEW AIR VALVE ASSEMBLY INSIDE MANHOLE W o ° M c� JANUARY 2015 PLATE S-20 JANUARY 2015 __ PLATE S-19 JANUARY 2015 PLATE S-29 (D Cj _ ; o cn v� No. 6252' �= o J= DAVM o N � STATE' 0F' , d ®A� y q � � `8 H E F T a ,, PROSSER Community-Management- Energy- Relationships 13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229 LENGTH (L)TO BE RESTRAINED (SEE PLATE Nos.38C&38D FOR ADDITIONAL DETAILS) HORIZONTAL BENDS Office 904.739.3655 VERTICAL OFFSETS VALVES REDUCERS TEES NOMINAL 45° BENDS OR SEE NOTE 5 U) FaX 904.730.3413 PIPE 90° 45° 22.5° 11.25° (SEE NOTE 4) DEAD RUN BRANCH Z O SIZE BENDS BENDS BENDS BENDS UPPER LOWER ENDS SIZE SIZE SIZELn IN ) > www.prosserinc.com ( L(FT.) L(FT.) L(FT.) L(FT.) L(FT.) L(FT.) L(FT.) IN.) L(FT.) (IN.) (IN.) L(FT.) w PVC PIPE RESTRAINT NOTES: w 4 20 8 4 2 20 3 50 "x4 35 4 4 F.O. Florida Certificate of Authorization 1. THIS SCHEDULE SHALL BE UTILIZED ON ALL WATER, SEWER FORCE MAIN OR 6 28 10 5 2 28 4 20. x6 35 4 6 10 Number: 00004050 RECLAIMED WATER SYSTEMS.ALL FITTINGS SHALL BE RESTRAINED TO LENGTHS Bx4 65 4< LESS F.O. INDICATED ON THE ABOVE SCHEDULE,AT A MINIMUM. 8 36 14 6 3 36 5 90 0x8 35 8 8 30 6< LESS F.O. 2. ASSUMPTIONS: PVC PIPE, SAFETY FACTOR=1.5,TEST PRESSURE=110 40 18 8 4 45 6 11050PS1, SOIL=GM OR Ox6 65 10 10 48 SM,TRENCH TYPE 3, DEPTH OF COVER=30 INCHES FOR 20" AND SMALLER PIPE SIZE 12 50 20 9 4 52 8 120 1 2x10 35 8 14 OR 36 INCHES FOR 24"AND LARGER PIPE SIZE. 2x8 65 6< LESS F.O. w 14 56 23 10 5 60 9 140 12 12 65 3. BENDS AND VALVES: SHALL BE RESTRAINED ON EACH SIDE OF FITTING. 1x12 65 16 60 26 11 6 67 10 160 10 35 1 X10 95 8< LESS F.O. 4. VERTICAL OFFSETS:ARE APPROX.3 FEET COVER ON TOP AND APPROX. 8 FEET 18 69 29 12 6 74 1 12 180 2 x18 35 16 16 100 COVER ON BOTTOM. PER THE DETAILS, Lu IS THE RESTRAINED LENGTH FOR THE 75 32 13 7 80 13 195 2 x16 65 12 40 m UPPER(TOP) LEVEL. Li IS THE RESTRAINED LENGTH FOR THE LOWER(DEEPER) 20 10< LESS F.O. 2x2 20 LEVEL.ASSUME 45 DEGREE BENDS. 3 15 7 81 14 200 1 1 24 76 3 20 20 130 2 x2o 65 16 80 5. TEES:TOTAL LENGTH BETWEEN FIRST JOINTS OR RESTRAINED LENGTH ON EITHER 30 88 36 18 9 97 16 235 SIDE OF TEE(RUN)SHALL BE A TOTAL DISTANCE OF 30 FEET(MIN). SEE SCHEDULE 2x18 95 12< LESS F.O. O (D LD v CO N r ABOVE FOR RESTRAINT LENGTH ON TEE"BRANCH" LINE. 36 100 40 20 10 110 20 270 24x16 120 24 24 130 26 40 AUT OIL SERVICE 42 115 48 23 11 125 24 300 3 x24 80 16 40 6. HDPE TO PVC TRANSITIONS:THE PVC PIPE SIDE SHALL BE RESTRAINED 35 FT(MIN). 3x20 150 12<LESS F.O. /� / 48 125 52 25 12 140 30 340 z STATION / MUNOR 7. THE INSTALLATION OF BELL HARNESS RESTRAINTS AT PVC JOINTS(DR-18&25 PIPE) 3x30 80 30 30 140 0 SHALL BE COMPLETED PER THE MANUFACTURERS RECOMMENDATION, WHICH 3 3x24 150 24 80 INCLUDES NOT OVER TIGHTENING THE PARALLEL RODS/NUTS.THESE NUTS SHOULD 20 50 wr ONLY BE SNUG TIGHT.THE HOME MARKS ON THE PIPE SHOULD ALWAYS BE VISIBLE 4x36 80 16< LESS F.O. `L ~ AUT 1 I W Z `� AFTER THE RESTRAINT IS INSTALLED. OVERHOMING THE JOINT MAY CAUSE A FAILURE 42x30 150 36 36 180 cr w w Cr AT THE BELL RESULTING iN A SERVICE OUTAGE. 48x42 80 30 120 z o SERVICE 24 50 C 48x36 150 20<LESS F.O. w O LL 42 42 220 36 160 30 80 24 40 _. 20<LESS F.O. PVC PIPE RESTRAINT JOINT SCHEDULE 48 42 1250 80 JANUARY 2015 PLATE S-38A 30 40 Co 24< LESS F.O. w CO o w F.O. = FITTING ONLY ANGLE OF DIRECTION CHANGE W Q a w HORIZONTAL REND Q " w w LL O `" L E N TEE BOLT TEE BOLT }' C R NG PLAIN END P.V.C. Q _ PLAIN END P.V.C. BELL Jt. P.V.C. M.J. D.I. FITTINGS o — — w E 0 DEAD END 0 U) _ BELL \r�\ / o�\r\ \/\ \ ���i. RESTRAINED BELL JOINT RING RESTRAINED MECHANICAL JOINT -pis ME� ' TYPICAL PROFILE O TYPICAL PROFILE UPPER REND � o T o BELL JOINT TO PLAIN END MECHANICAL JOINT TO PLAIN END ANGLE OF 45° Citi 0 W/MECHANICAL RESTRAINERSW/MECHANICAL RESTRAINERS 0 SECTION DIRECTION CHANGE Uj DATE : JULY 2015 pROJECT 140. : 114001.01 Lco `IRUN LOUVER BEND Q DEBT By : J B D Fl�� IE3 q L---------I -Lr � � D(�AWRII 8Y : DPT SCALE _ ANGLE OF 45° Li AS NOTED cw DIRECTION CHANGE REDUCER MECHANICAL JOINT SLEEVES w II—. INt�. Date RevWw VERTICAL OFFSET PROFILE ❑ W o 41 ° NO. OF TIE RODS REQUIRED z # Q TIE RODS Q w ct 3" _ 8" DIAMETER MAIN -2 TIE RODS REQUIRED PER JOINT (3/4" ROD) w BRANCH 10 12 DIAMETER MAIN -4 TIE RODS REQUIRED PER JOINT (3/4 ROD) w w 3 14"- 16" DIAMETER MAIN -6 TIE RODS REQUIRED PER JOINT (3/4" ROD) W L1.1 18" -20" DIAMETER MAIN -8 TIE RODS REQUIRED PER JOINT (3/4" ROD) L U) L L 24" DIAMETER DIAMETER MAIN -.12 TIE RODS REQUIRED PER JOINT (3/4" ROD) -- Q ;.: 3.. CK * * * 30"- 36" DIAMETER MAIN - 14 TIF RODS REQUIRED PER JOINT (1" ROD) w 11-1 QI �"° 42" -48" DIAMETER MAIN - 16 TIE RODS REQUIRED PER JOINT (1 1/4" ROD) LL TEE w PLUG 54" DIAMETER MAIN - 18 TI RODS REQUIRED PER JOINT (1 1/4" ROD) co Z '� Q % _ O DEAD END THRUST COLLAR ANCHOR 41 TO BE USED INSTEAD OF TOTAL RESTRAINED LENGTH (OPTIONAL) SIZE `` o AS PER THRUST BLOCK DETAIL(W-38). SEE DETAILS W-36 &W-37. RUN w NOTES: VALVE 7M MAWM NOT FlIELEASM FOR j CON110N UNLESS 80 NOTED 1. TOTAL LENGTH BETWEEN FIRST JOINTS OR RESTRAINED LENGTH ON EITHER SIDE OF TEE(RUN)SHALL AWVE z BE A TOTAL DISTANCE OF 6 FEET(MIN.).THE PROJECT ENGINEER CAN INCREASE THIS LENGTH TO GENERAL NOTE: -- REDUCE THE NUMBER OF RESTRAINS REQUIRED. ANY CHANGES TO THIS TABLE MUST BE SUMMITTED 1. PAY ITEM"*" DENOTES A RESTRAINT WHICH IS PAID FOR ON A PER EACH BASIS, TO JEA FOR APPROVAL. 11IrLE / 2. PAY ITEM "*"DENOTES A RESTRAINT WHICH IS PAID FOR ON A PER EACH BASIC. a 2. PAY ITEM "* " DENOTES A RESTRAINT WHICH IS INCLUDED IN THE UNI 'PRICE BID FOR FITTING OR VALVE. D `t 3. PAY ITEM "`*" DENOTES A RESTRAINT WHICH IS INCLUDED IN THE UNIT PRICE BID FOR FITTING OR VALVE. N w J EAU �. 3. INDICATES DIRECTION OF THRUST FORCE. U Q 0 SANITARY m M ECHAN I CAL RESTRAINT DETAILS - I M ECHAN I CAL RESTRAINT DETAILS ® 11 0 U z w IL QJANUARY 2015 PLATE S-38C JANUARY 2015 PLATE S-38D J Cr o cU) W w 'i " `•� U) w � � " i s� I ' 3¢C c o "0° STATE OF • a DA `< 's,, iS' ° li P , y,'-S 8 H E E T DA Al TM PROSSER Community-Management- Energy- Relationships PIPE 13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229 NOTE: yj ANGLE BETWEEN INFLUENT FORCE MAIN AND GRAVITY EFFLUENT PIPE 655 SHALL BE BETWEEN 135 180 UNLESS �J Office 904.739.3413 THREADED STEEL ROD W/NUTS & Fax 904.730.3413 APPROVED OTHERWISE BY JEA. ��O MECHANICAL JOINT TEE �`WASHERS (TYP) LENGTH AS REQUIRED O s FORCE MAIN (INFLUENT) APPLY GROUT TO FILL ANNULAR SPACE BETWEEN VALVE BOX AND CONCRETE PAD MECHANICAL JOINT TEE P INT COVER AND INSIDE OF BOX GREEN ROUTE LOCATE WIRE IN � www.prosserinc.com .m 24" ROUND PRECAST CONCRETE VALVE BOX(SEE S-49) Florida Certificate of Authorization �'. FORM CONCRETE CHANNELS COMPACTED EARTH (TYP) .m PAD 4"THICK(SEE SPEC)SET ON Number: 00004050 st TO FORM EASY FLOW CURVES . .e m, sew ,•� COMPACTED EARTH, (SEE NOTE#6) . . VALVE BOX ADJUSTMENT (SEE NOTE#5) MECHANICAL JOINT VALVE 90°THREADED " FLOW F FINISHED GRADE LOW STUB OUT LENGTH SHALL EYE BOLTS W/NUTSl VALVE BOX&COVER(TYP) PROVIDE GREEN PAINT TO JBOINT RESE 20 TIRAINTISH r THE INSIDE OF THE TOP SECTION PIPE BELL RESTRAINT p a . GRAVITY EFFLUENT < '• GRAVITY INFLUENT O THE BOX(NOTE#5) ®\, \ \i p d > ELECTRONIC LOCATE BALL MARKER THREADED STEEL ROD 6" PVC RISER PIPE - N _ � LOCATED WITHIN 12 FROM W/NUT & LOCK (LENGTH AS REQUIRED) m WASHERS (TYP) SOCKET CLAMP WITH SOCKET CLAMP PROVIDE "V" CUT IN TOP OF 6" RISER PIPE (NOTE m (LENGTH AS REQUIRED) WASHERS (TYP.) RISER PIPE FOR LOCATE WIRE GATE VALVE W/2" OPERATING , ACCESS INTO VALVE BOX NUT (NOTE#4) PLUG ANCHOR STRAP p PLANPLASTIC DEBRIS SHIELD REQUIRED PIPE W/LOCATING WIRE MECHANICAL JOINT PLUG z 4N GATE VALVE (4" MIN) ON ALL VALVES 12"AND SMALLER LOCATE WIRE (TO BOX) MANHOLE FRAME&COVER--\ REQUIRED PRIOR TO DROP (SEE NOTE#8) (SEE NOTE#2) A A AUTO" IL SERVICE FINISHED GRADGROUTE ��/fj% -_.�_ �,,�;\,�\i�//�°r��.p.f°�:O.i� :.���:•:. f/,/%�\✓ JOINT (TYP) 71- X 12 o�\ ~_ STATION RESTRAINED MECHANICPLAN Z TO 'IV STONE (REQUIRED FOR 0 w • .� �\� UNDISTURBED EARTH VALVES 20 AND LARGER, wZ of (NOTE#7) Z Sin SERVICE Fn o w � NOTES: 1. FOR UNPAVED LOCATIONS,A PRECAST CONCRETE VALVE PAD SHALL BE PROVIDED AND INSTALLED FLUSH WITH SECTION "A_Avv a GRADE. CONCRETE PAD IS NOT REQUIRED FOR VALVE LOCATED IN THE ROADWAY, UNLESS SHOWN OR NOTED OTHERWISE. NOTES: PROVIDE NEW FLOW 1. IN LIEU OF BELL/ROD RESTRAINTS, MECHANICAL JOINT RESTRAINTS MAY BE USED. INTERIOR SPECIALTY 2. LOCATING WIRE IS REQUIRED ON ALL PRESSURE PIPING(SEE DETAIL S-49). N LINER(PROTECTIVE '\,/\ - ��f' '\\f fr®j ;� / f ��f 3. A"V"CUT SHALL BE CARVED IN THE CURB CLOSEST/ADJACENT TO ALL BELOW GRADE VALVES.THE"V"CUT IS TO BE 2. LOCATING WIRE REQUIRED, UTILIZING A LOCATE WIRE BOX INSTALLED AT PLUG LOCATION. } COATING)AS � ./' /' ,�'`F'�®, m 'I" \ A��A����` ��° PAINTED GREEN. Z z o SPECIFIED IN 3. NUMBER OF TIE RODS REQUIRED IS AS FOLLOWS: w v ui SECTION 446 a 3"-8" DIAMETER MAIN-2 TIE RODS REQUIRED PER JOINT(3/4"ROD) w ¢ _ 45° BEND (TYP) 4. IN PAVED AREAS, INSTALL VALVE AT A DEPTH TO ALLOW A 12"MIN. DISTANCE BETWEEN THE VALVE COVER PLATE AND ❑ ❑ o ❑ 10"- 12" DIAMETER MAIN-4 TIE RODS REQUIRED PER JOINT(3/4" ROD) THE TOP OF THE VALVE OPERATING NUT.OUTSIDE OF PAVED AREAS(GRASS), INSTALL VALVE AT A DEPTH TO ALLOW A \ PVC PIPE (4" MIN) 6"MINIMUM DISTANCE BETWEEN THE VALVE COVER AND THE TOP OF THE VALVE OPERATING NUT. OPERATING 14"- 16" DIAMETER MAIN-6 TIE RODS REQUIRED PER JOINT(3/4" ROD) NUT/STEM EXTENSION SHALL BE PROVIDED(WHERE APPLICABLE)SO THAT THE OPERATING NUT WILL BE NO MORE 18"-20" DIAMETER MAIN-8 TIE RODS REQUIRED PER JOINT(3/4"ROD) 24" DIAMETER MAIN-12 TIE RODS REQUIRED PER JOINT(3/4"ROD) E E 3 THAN 30 INCHES BELOW FINISHED GRADE. 30 36" DIAMETER MAIN-14 TIE RODS REQUIRED PER JOINT(1" ROD) 5. FOR NEW CONSTRUCTION,THE VALVE BOX SHALL BE ADJUSTED TO MIDRANGE TO ALLOW FOR FUTURE BOX 42"-48" DIAMETER MAIN-16 TIE RODS REQUIRED PER JOINT(1 1/4" ROD) -- ADJUSTMENTS. ROUTE LOCATE WIRES THRU A"V"CUT IN THE TOP OF THE 6"PVC RISER PIPE FOR LOCATE WIRE 54" DIAMETER MAIN-18 TIE RODS REQUIRED PER JOINT(1 1/4" ROD) _ ACCESS INTO VALVE BOX.THE LOCATE WIRES WITH A 12" LONG PIG-TAIL AT THE TOP SHALL BE CONNECTED TOGETHER 4. WITH A WIRE NUT. THE LOCATION OF THE DEAD END PLUG SHALL NOT BE UNDER PAVEMENT, IF POSSIBLE.THE STUB OUT SHALL EXTEND BEYOND THE INTERSECTION AREAS OR ROAD CROSSING BY 10 FEET(MIN.) E DROP FM PIPING TO CROWN OF 6. BRASS IDENTIFICATION TAG INDICATING "SEWER",VALVE SIZE, DIRECTION AND TURNS TO OPEN&VALVE TYPE. WHERE POSSIBLE. U ,a GRAVITY EFFLUENT PIPE AS SHOWN PROVIDE A Y4 HOLE IN BRASS TAG AND ATTACH TAG(TWIST WIRE AROUND TAG)TO THE END OF THE LOCATE WIRE. LUGGED DEAD END USING TAGS ARE NOT REQUIRED ON VALVES INSTALLED ON FIRE HYDRANT BRANCH LINES. G / REFER TO S-15 DETAIL 7. IN LIEU OF PRECAST CONCRETE PAD,A 6' THICK X 24"(ROUND OR SQUARE)POURED CONCRETE PAD W/2-#4 REBAR MECHANICAL ST R /\ I N TtJ '- _ � AROUND PERIMETER, MAY BE USED. /`� 8. GRAVEL SHALL BE PROVIDED UNDER ALL VALVES 20"AND LARGER. THE MINIMUM VERTICAL LIMIT OF GRAVEL IS 12" JANUARY 2015 PLATE S-44 Im UNDER THE VALVE UP TO Y THE OVERALL HEIGHT OF THE VALVE. SECTION O 9. FOR VALVES 12 INCH AND SMALLER, PROVIDE A WHITE OR BLACK PLASTIC DEBRIS SHIELD WHICH INSTALLS BELOW THE cV OPERATING NUT.THIS SHIELD SHALL CENTER THE RISER PIPE BOX OVER THE OPERATING NUT AND MINIMIZE INFILTRATION. SHIELD SHALL BE BY AFC, BOXLOK OR APPROVED EQUAL. - , •-��;�` t ■ � ,\1~5_7 DATE : JULY 2015 N TYPICAL F®RCE MAIN CONNECTION N ECTION TO MAN MOLE ,;;;%e, 10. ALL VALVES SHALL BE INSTALLED WITH AN ELECTRIC LOCATE MARKER. MARKER SHALL BE 4" DIA, COLOR CODED BALL �\ \\�, / \/\/ / i\\ff\ � �j��f�\ PRMIECT NQ. ; 114001.01 1 0 JANUARY 2015 PLATE S-1 H MARKER(3M-1404XR FOR SEWER). CONNECT WIRE TOGETHER DE&AWW By : JBD 4"OR LARGER SEWER VALVE DETAIL Or) PROVIDE 12"ELECTRICAL TAIL NUT. BRANCH FORCE MAIN DRAWN Sy : DPT JAN U RY 2015 PLATE S-30 Box ACCESS (SEE NOTE#1) AS NOTED VALVE BOX 0 SEE PLATE S-49A LOCATE WIRE BOX UTILIZING c� LOCATE WIRE BOX UTILIZING CO-POLYMER METER BOX LOCATE WIRE Q } o vkAw VALVE BOX W/VALVE LOCATE WIRE BOX (CONNECT WIRES TOGETHER WITH -� DUCT TAPE OR ZIPPER TYPE FORCE MAIN �L(-J Date �� SEE PLATE S-49B WIRE NUT) (SEE NOTE#8) �I UTILIZING VALVE - BOX W/VALVE SEE PLASTIC TIE STRAPS 0 .° LOCATE WIRE SHALL PLATE S-49B BOX ACCESS (SEE NOTE#2) ® C]" p TERMINATE IN BRANCH VALVE BOX OR LOCATE �l LOCATE WIRE BOX DUCT TAPE OR BOX REQUIRED (SEE NOTE#1) "V" CUT IN 6" PVC PIPE RISER w Z ZIPPER TYPE Q LL.) PLASTIC TIES 6" PVC PIPE RISER LOCATING WIRE PARALLEL TO MAIN W PDEAD END LUGGED LOCATING WIRE FORCE MAIN _ LOCATE WIRE BOX UTILIZING VALVE BOX Q � WATER MAIN 10 MAX w Q �I SPACING 1I10' MAX 475' MAX(NOTE 4) 475' MAX (NOTE 4} INSTALL CO-POLYMER METER BOX WITH z HEAVY-DUTY IRON LID (PAINT TOP OF LID) r7 (POSITION BOX PARALLEL WITH MAIN) r ri LOCATE WIRE SYSTEM o SECURE WIRE TO PIPE WITH �`�!���'%�%r'�`%� 1 ..... \�/` ��\�✓f��°��\�'�'°\/ /i o DUCT TAPE OR ZIPPER TEE OR SADDLE NOTES: Q TYPE PLASTIC TIE STRAPS CONNECT WIRES TOGETHER WITH Ld 1. LOCATING WIRE TO BE INSTALLED IN EITHER THE ONE OR ELEVEN O'CLOCK POSITION ON ALL DUCTILE IRON OR PVC(PRESSURE 4"AND LARGER BRANCH MAIN PROVIDE 3"THICK ELECTRICAL WIRE NUT. (PROVIDE DFiA NOT F OR STRUCTM UNLESS MAINS).LOCATE WIRE SHALL ALSO BE INSTALLED ON ALL(HDPE)POLY MAIN PIPING(1:00 OR 11:00 POSITION, IF POSSIBLE). GRAVEL BOTTOM 12" LONG PIGTAIL ENDS) VE .' NOTED AW � 2. SECURE LOCATING WIRE TO PVC FORCE MAIN BY USE OF DUCT TAPE OR ZIPPER TYPE PLASTIC TIE STRAPS SPACED AT A MAXIMUM pp 2" PVC RISER PIPE LOCATING WIRE (ROUTED IN PIPE) DISTANCE OF TEN(10')AND AT EACH SIDE OF BELL JOINT OR FITTING. BRn FORCE MAINSHEET TIITLE j3. THE ENTIRE LOCATING SYSTEM SHALL BE SUBJECTED TO TESTING TO DETERMINE ITS RELIABILITY.WHERE INSTALLED UNDER (4 AND LARGER SEWER MAIN) p PAVEMENT AREAS,TESTING SHALL BE DONE PRIOR TO THE PLACEMENT OF PAVEMENT, UNLESS APPROVED OTHERWISE BY JEA. DUCT TAPE OR ZIPPER TYPE FORCE MAIN NOTE: PLASTIC TIE STRAPS o `L 4. LOCATING WIRE SHALL TERMINATE WITHIN AN ACTIVE VALVE BOX(WITH A VALVE)OR A METER BOX(IF NO VALVE)AT 475' A N W INTERVALS.SEE DETAIL PLATE S-49B.WIRE CONNECTIONS BELOW GROUND(OUTSIDE OF A BOX)SHALL BE AVOIDED. 1. NOTE THAT THE BRANCH WIRE IS NOT CONNECTED TO THE MAIN WIRE. Z � O U 5. LOCATING WIRE SHALL BE 12 GAUGE COPPER WIRE WITH .03 INCHES(MINUMUM)HDPE INSULATION THICKNESS,0.141 INCHES ¢ z ANT U) W MINIMUN O.D. RATED BREAK LOAD 250LBS., OF RATED(DIRECT BURIAL),GREEN COLOR. FOR HDD INSTALLATIONS,THE LOCATE WIRE 2. LOCATE WIRE SHALL ENTER THE VALVE BOX THROUGH A"V"CUT IN THE 6" PVC RISER PIPE SECTION (SEE S-30). Q Q m ( ) DETAILSSEWER SHALL BE COPPER CODED STEEL AS SPECIFIED IN SPEC.SECTION 750. . LOCATE WIRE BOX UTILIZING METER BOX ° -- - W 1- 6. INDICATES THAT THE WIRES ARE CONNECTED TOGETHER. NOTES: OW a- 0 7. INDICATES A WIRE PIG-TAIL(12"LONG) LOCATE WIRE FOR B RA N C 1 I�.I 1 MAIN 1. LOCATE WIRE SHALL ENTER THE VALVE BOX THROUGH A"V"CUT IN THE 6"PVC RISER PIPE(SEE S-30). a 8. AN"LW'L V ATCE ffj C c JANUARY °l� FORCE 2015 PLATE S-49A °CW 0 MAINS LOCATE WIRE BOX _� WLO � 3yr,+ •." -- 11r FD JANUARY 2015 PLATE S-49 JANUARY 2015 PLATE S-49B °z �6 ■ i - TATE OF � ,, s 0 J. � p� u DATE. r NO. S H E E T �Vqu paaoa' d. i . TM PROSSER Community-Management- Energy- Relationships 13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229 Office 904.739.3655 Fax 904.730.3413 NOTES: BINDING WIRE STAKED AND ENTRENCHED www.prosserinc.com OR TWINE STRAW BALE 48"MIN.METAL FENCE POSTS DRIVEN 1. EXCAVATE THE TRENCH COMPACTED SOIL TO Florida Certificate of Authorization PLACE AND STAKE STRAW BALES WOVEN WIRE FENCE INTO GROUND A MIN.OF 2'-0" GRAVEL(12"MIN. DEPTH) 2. - - PREVENT PIPING (MIN.14 GAUGE;6"MAX. 1010C 3.WEDGE LOOSE STRAW BETWEEN BALES / Number: 00004050 MESH SPACING) FILTER CLOTH(MIRAFI,POLYFILTER X 18"MIN. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. (MAX.) OR APPROVED EQUAL) I I ( ( I I SEDIMENT LADEN RUNOFF WATER II I�I' ( I G� W/SEDIMENTS FILTERED RUNOFF RUNOFF ��P ZE SEDIMENT I t 1 �' SJ P'D _ �t. S0,� 0 ,. FILTERCLOTH F ' �� � `4'Mat`:;•'a '•`' /� TRENCH L O 1 ( �� <:S+s�^?:,': `?'�•'v'. �l O UR' _ - :.•LLVA VA R d:. I I .i: :I •I• I QJ .:+=i �:"ryrY�A,f c'�.. .:n�Fti'r' � F- � I - ::� •D:. �(�� _)I f- - - I I III - I( �3 :.r.=,�iZi: .., f;'.�t,`, J -.. ._. _ _ :•:A, :?:: I -III-III�, l I I'I l�. .LLI. 1,,-2•-'-��'",:1.;..�,:��--,•.�'•..x:r1::'.�' BACKFILL TRENCH WITH AAAREA - - - - _ ✓-: !"K CONSTRUCT, .�;;, ,..,;• ON :Yi' :•iii: I I I I I I I )I I I J I I I u is itai r•s'2.y�yA F.n 4 zX' EARTH AFTER PLACING 0 ....ic" tr:•:.... I-1 I I I I I I I Y-I I-- -".. •s• :->~:+:.''�' .. . FILTER CLOTH �OAA 4 0" 6 FILTERED WATER WIRE MESHGATEI CONSTRUCTION SPECIFICATIONS 6"MINIMUM 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS BY USE OF WIRE TIES CROSS-SECTION OF A PROPERLY INSTALLED STRAW BALE 2. FILTER CLOTH TO BE FASTEN SECURELY TO WOVEN WIRE FENCE BY USE OF WIRE TIES A SPACED EVERY 24"x 24". B t 2"-3"STONE MATCH WIDTH 3. SILT FENCES TO BE INSTALLED IN LOCATIONS AS SHOWN ON THIS EROSION AND SEDIMENT OF PROPOSED CONTROL PLAN PRIOR TO BEGINNING OF CONSTRUCTION TO CONTROL SEDIMENT. ENTRANCE SPECIFIC APPLICATION DRIVE AUT IL 'ICE 4. SILT FENCES TO BE MAINTAINED AND CLEANED AS NECESSARY TO MAINTAIN IN b�' � I' FUNCTIONAL CONDITION. THIS METHOD OF INLE F PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED FLOWS J 5. SILT FENCES TO BE REMOVED AND THE AREA TO BE RESTORED TO ITS NATURAL CONDITION ARE EXPECTED,BUT NOT WHERE PONDING AROUND STRUCTURE MIGHT CAUSE EXCESSIVE POINTS'A'SHOULD BE HIGHER THAN POINT'B' WHEN PERMANENT EROSION AND SEDIMENT CONTROL PROCEDURES ARE EFFECTIVE. INCONVENIENCE OR AMAGE TO ADJACENT STRUCTURED ARE UNPROTECTED AREAS. STATION / MINuR PROPER PLACEMENT OF STRAW BALE BARRIER IN DRAINAGE WAY - A UT® T' Y 1ILT V I T 1 TILT T T U N ENTRANCE DETAIL SERVICE DROP INLET W/GRATE DROP INLETW/GRATE EROSION AND SEDIMENT CONTROL NOTES ® O O a 0 0 1. The Contractor is responsible for removing silt from site if 21. The structure shall be inspected after each rain and repairs a 11 I U) I U!I I l 41 I III I I 1111 not reusable on-site and assuringIan alignment and rade in made as needed. I11 II, 111 II, 1111 I I'll' III I I 1 IIS II, 11 n all ditches and swales at completion of construction. g 22. Sediment shall be removed and the trap restored to its 2. The site Contractor is responsible for removing the temporary original dimensions when the sediment has accumulated to 1/2 0 o erosion and sediment control devices after completion of the design depth of the trap. Removed sediment shall be construction and only when areas have been stabilized. deposited in a suitable area and in such a manner that it will 13 p not erode. 3. Additional Protection-On-site protection must be 13 ® n n provided that will not permit silt to leave the project 23. The Contractor is responsible for following the best erosion 111 I 1 I I 111 I I hl, 1 1141 I hl I I I I 111 1 l I w 4I 1 h1 I 1 confines due to unforeseen conditions or accidents. and sediment control practices as outlined in the plans, 1 I I I II j I III II'�1111 1111111' 1111 11111 II' 1111 1111j11''1111 111 specifications and St.Johns River Water Management District 4. Contractor shall ensure that all drainage structures,pipes, Permit. STAKES I FILTERED etc.,are cleaned out and working properly at time of P STRAW BALES STAKED acceptance. 24. For additional information on sediment and erosion control WATER W/2 STAKES PER BALE refer to"The Florida Development Manual-A Guide to Sound BURLAP FABRIC i 5. Wire mesh shall be laid over the drop inlet so that the wire Land and Water Management"from the State of Florida COMPACTE SOIL STAKED extends a minimum of 1 foot beyond each side of the inlet Department of Environmental Regulation(FDER),Chapter 6. RUNOFF WATER �� I TO PREVENT PIPING STRAW BALE structure. Hardware cloth or comparable wire mesh with 1/2- W/SEDIMENTS ' FILTERED inch openings shall be used. If more than one strip of mesh 25. Erosion and sediment control barriers shall be placed adjacent RUNG F WATER I' WATER is necessary,the strips shall be overlapped. to all wetland areas where there is potential for downstream W/SED MENTS I IIID I IIID water quality degradation. See detail sheet for typical 6. FDOT No. 1 coarse aggregate shall be placed over the wire mesh construction. as indicated on detail. The depth of stone shall be at I ..'... ..:1-i�.�l��.:.lam,.. 'I 1 II 1 .Q.:•...:. . , ..... least 12 inches over the entire inlet opening. The stone 26. All disturbed areas shall be grassed,fertilized,mulched and :.a:•: :: ::::: a, �� _ _ ���� •••;a: shall extend beyond the inlet opening at least 18 inches on maintained until a permanent vegetative cover is established. a:o::.: V-51 8all sides. DATE : JULY 2015 BURIED , .BURLAP FABRIC °;;:d:; l I I-I I _ III I I ' I I .::v:. ..: DROP INLET 27. Sod shall be placed in areas which may require immediate W/GRATE 7. If the stone filter becomes clogged with sediment so that it erosion protection to ensure water quality standards and pROUECT No ; 114001.01 Ono longer adequately performs its function,the stones must be maintained. _ SPECIFIC APPLICATION pulled away from the inlet,cleaned and replaced. BY : JBD T- 28. Any discharge from dewatering activity shall be filtered and DESK�IIIM THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY 8. Bales shall be either wire-bound or string-tied with the conveyed to the outfall in a manner which prevents erosion and DAWN By : DPT FLAT AREA(SLOPES NO GREATER THAN 5%)WHERE SHEET OR OVERLAND FLOWS SPECIFIC APPLICATION bindings oriented around the sides rather than over and under transportation of suspended solids to the receiving outfall THIS METHOD F INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A the bales. gr;/4t, : AS NOTED O (NOT EXCEEDING 0.5 CFS)ARE TYPICAL.THE METHOD SHALL NOT APPLY TO INLETS 29. Dewatering pumps shall not exceed the capacity of that which N RECEIVING CONCENTRATED FLOWS SUCH AS IN STREET OR HIGHWAY MEDIANS. RELATIVELY F AT AREA(SLOPES NO GREATER THAN 5%)WHERE SHEET OR OVERLAND 9. Bales shall be placed lengthwise in single row surrounding the requires a consumptive use permit from the St.Johns River N FLOWS(NOT EXCEEDING 0.5 CFS)ARE TYPICAL.THE METHOD SHALL NOT APPLY TO inlet,with the ends of adjacent bales pressed together. Water Management District. Na Daae Rovkkm INLETS RECEI ING CONCENTRATED FLOWS,SUCH AS IN STREET OR HIGHWAY MEDIANS. U ;; 10. The filter barrier shall be entrenched and backfilled. A 30. All disturbed areas to be stabilized through compaction,silt O INLET LT a ,A' bb r trench shall be excavated around the inlet and width of abale screens,hay bales and grassing. All fill slopes 4H:1V or BLN:LAP DROP SEDIMENTi7 •� i',l I T FILTER to a minimum depth of a 4 inches. After the bales are staked, steeper to receive staked solid sod. 01 the excavated soil shall be backfilled and compacted against 3 / the filter barrier. 31. All dewatering,erosion,and sediment control to remain in place FLOW after completion of construction and be removed only when FLOW ,l��/� j 11. Each bale shall be securely anchored and held in place by at areas have been stabilized. w N�� /�� �� _ _ least two stakes or rebars driven through the bale. \� �� ~����Z /�� - ' _ -" - 32. This plan indicates the minimum erosion and sediment control 4 12. Loose straw should be wedged between bales to prevent water measures required for this project. The Contractor is Z j/ � x _ - „' from entering between bales. responsible for meeting all applicable rules,regulations and K( water quality guidelines and may need to install additional // 13. Close attention shall be paid to the repair of damaged bales, controls. III '/ FLOW end runs and undercutting beneath bales. O FLOW/ /�� 33. All excavations and earthwork shall be done in a manner to �/ \ `"`r -� Z y 14. Necessary repairs to barriers or replacement of bales shall be minimize water turbidity and pollution. Discharge shall be accomplished promptly. controlled and rerouted through hay filters,siltation diapers and sumps. The Contractor shall be responsible for the p "�- J^ 15. Sediment deposits should be removed after each rainfall. They prevention,correction,control and abatement of erosion and O FOUR 1-FOOT WIDE STRIPS OF SOD must be removed when the level of deposition reaches water pollution in accordance with Chapter 17-3, Florida SEDWENRUNOFF T LADEN AS DEPTH BELOW TOP OF INLET: ON EACH SIDE OF THE DROP INLET approximately one-half the height of the barrier. Administrative Code. THM MANOT F91EAESED FOR REQUIRED MIN. I'-MAX.2' 16. Any sediment deposits remaining in place after the straw bale 34. The Contractor is responsible for the removal of any sediment CONSTRUCTIM MEW 80 NOTM W RUNOFF WATER barrier is no longer required shall be dressed to conform to that leaves the site and changes any downstream conditions by ABOVE ry W/SEDIMENTS FILTERED WATERthe existing grade, prepared and seeded. raising channel bottoms and/or clogging outfall culverts. I I-III_ry T ME U MAX.SL -L_ �' ( I-III 17. Silt fences,straw bale barriers and filter barriers shall be inspected 35. The Contractor shall pay for any water quality control ::;;:,. I(_ - - immediately after each rainfall and at least daily during prolonged violations from any agency that results in fines being III III :;•�: �, rainfall. An required repairs shall be made immediate) assessed to the owner because of the Contractor's failure to AND Q Y q P Y. 'I I_I 11=1 I I� - -III-1 11=1 11=1 I I :p ' ,�1=- q eliminate turbid runoff from leaving the site and raising I-, STORM WATER WITH = EEP OL !��1' q: 18. Should the fabric on a silt fence or filter barrier decompose background levels. LARGER PARTICLES FOR - I LARGER PARTICLES Q. a or become ineffective prior to the end of the expected usable REMOVED �l SEDI SETTLE OUT life and the barrier still be necessary,the fabric shall be 36. The Contractor is responsible for obtaining all necessary permits, w DRAIN INLET = replaced promptly. including any applicable NPDES permits. CONTROL m +' _ SPECIFIC APPLICATION 19. Any sediment deposits remaining inP lace after the silt fence HE IISIII-_ I= I ~ THIS METHOD OF INLET PROTECTION IS APPLICABEL ONLY AT THE TIME OF or filter barrier is not longer required shall be dressed to z conform with the existing grade,prepared and seeded. Q SPECIFIC APPLICATION PERMANENT SEEDING,TO PROTECT THE INLET FROM SEDIMENT AND MULCH Q MATE IALS UNTIL PERMANENT VEGETATION HAS BECOME ESTABLISHED. 20. The Environmental Protection Agency EPA has issued to Florida a National Pollutant Discharge Elimination System NPDES General THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND __ 9 Y( ) 9 Y ( ) © WHERE AN OVERFLOW CAPABILITY AND EASE OF MAINTENANCE ARE DESIRABLE. Permit for certain Stromwater discharges.This NPDES program requires that if the magitude of construction sctivities covered by the general permit are above certain thresholds,then a Storm Water Pollution Prevention Plan(SWPPP)is required.Also involved are certainLLJ certification,notification,inspection and record keeping in accordance with the EPA Publication EPA 832-r-92-005 dated Sept., 1992& Q titled"Storm Water Management for Construction Activities-Developing Pollution Prevention Plans&Best Management Practices.It is the �Q 0 Contractor's responsibility to determine if this project requires an NPDES application and notification and,if necessary, prepare, submit t +�. ° I T T and maintain the required documentation in compliance with the EPA guidelines and criteria. 4 °,.' Pv�c °<e/'� AV' T T T T s 0. 6 2,7s r 3 O Too 8 H E E T I _ TM PROSSER 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 S T 0 R M W A T E R P ® L L U T 1 0 N P R E V N T I 0 N N O T S Number: 00004050 CITY'S REQUIREMENTS CONTRACTOR'S REQUIREMENTS SITE DESCRIPTION GENERAL CONSTRUCTED ON UNDISTURBED SOIL AND THE AREA BELOW THE LEVEL HAZARDOUS PRODUCTS PROJECT NAME AND LOCATION: UP IS STABILIZED. THE WATER SHOULD NOT BE ALLOWED TO THE 3,600 CUBIC FEET OF STORAGE AREA PER ACRE DRAINED DOES NOT * SILT FENCE WILL BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS, THESE PRACTICES ARE USED TO REDUCE THE RISKS ASSOCIATED WITH THE CONTRACTOR SHALL AT A MINIMUM IMPLEMENT THE CONTRACTOR'S REC TO SEE IF THE FABRIC IS SECURELY ATTACHED TO THE FENCE CENTRATE AFTER RELEASE. LEVEL SPREADER SHALL BE CONSTRUCTED APPLY TO FLOWS FROM OFFSITE AREAS AND FLOWS FROM ONSITE AREAS HAZARDOUS MATERIALS. IN ACCORDANCE TO CITY STANDARD DETAIL D-914. THAT ARE EITHER UNDISTURBED OR HAVE UNDERGONE FINAL POSTS, AND TO SEE THAT THE FENCE POSTS ARE FIRMLY IN REQUIREMENTS OUTLINED BELOW AND THOSE MEASURES SHOWN ON THE EROSION *STABILIZATION WHERE SUCH FLOWS ARE DIVERTED AROUND BOTH THE PRODUCTS WILL BE KEPT IN ORIGINAL CONTAINERS UNLESS THEY ARE NOT THE GROUND. AND TURBIDITY CONTROL PLAN. IN ADDITION THE CONTRACTOR SHALL UNDERTAKE 5. STO P LED MATERIAL: NO EXCAVATED MATERIAL SHALL BE OWNER NAME AND ADDRESS: ADDITIONAL MEASURES REQUIRED TO BE IN COMPLIANCE WITH APPLICABLE PERMIT STO PILED IN SUCH A MANNER AS TO DIRECT RUNOFF DIRECTLY DISTURBED AREA AND THE SEDIMENT BASIN. ANY TEMPORARY SEDIMENT RESEALABLE * THE SEDIMENT BASINS WiLL BE INSPECTED FOR THE DEPTH OFECTLY OFF BASINS CONSTRUCTED MUST BE BACKFILLED AND COMPACTED IN SEDIMENT, AND BUILT UP SEDIMENT WILL BE REMOVED WHEN IT OF MATERIALS AND METHODS OF CONSTRUCTION THE CONTRACTOR MAY CONDITIONS AND STATE WATER QUALITY STANDARDS. DEPENDING ON Y BE C NATURE THE RnON SITE INTO ANY ADJACENT WATER BODY OR STORM WATER * ORIGINAL LABELS AND MATERIAL SAFETY DATA WiLL BE RETAINED; THEY REACHES 10 PERCENT OF THE DESIGN CAPACITY OR AT THE END CTION FACILITY. ACCORDANCE WITH THE SPECIFICATIONS FOR STRUCTURAL FILL. ALL CONTAIN IMPORTANT PRODUCT INFORMATION. OF THE JOB. WHICHEVER COMES FIRST. SEDIMENT COLLECTED IN PERMANENT OR TEMPORARY SEDIMENT TRAPS - REQUIRED TO ADD FLOCCULANTS TO THE RETENTION SYSTEM PRIOR 70 PLACING MUST BE REMOVED UPON FINAL STABILIZATION. • DIVERSION DIKES/SWALES WILL BE INSPECTED AND ANY BREACHES THE SYSTEM INTO OPERATION. 6. EXPOSED AREA UMITA71ON: THE SURFACE AREA OF OPEN, RAW ERODIBLE * IF SURPLUS PRODUCT MUST BE DISPOSED OF, MANUFACTURER'S OR LOCAL PROMPTLY REPAIRED. DESCRIPTION: SOIL EXPOSED BY CLEARING AND GRUBBING OPERATIONS OR AND STATE RECOMMENDED METHODS FOR PROPER DISPOSAL WILL BE EXCAVATION AND FILLING OPERATIONS SHALL NOT EXCEED 10 ACRES. *TEMPORARY AND PERMANENT SEEDING AND PLANTING WILL BE AUTOMOBILE . SEQUENCE OF MAJOR ACTIVITIES: FOLLOWED. INSPECTED FOR BARE SPOTS, WASHOUTS, AND HEALTHY GROWTH. 10J1 IL VI THIS REQUIREMENT MAY BE WAIVED FOR LARGE PROJECTS WITH AN OTHER CONTROLS EROSION CONTROL PLAN WHICH DEMONSTRATES THAT OPENING OF PRODUCT SPECIFIC PRACTICES * A MAINTENANCE INSPECTION REPORT WILL BE MADE AFTER EACH THE ORDER OF ACTIVITIES WILL BE AS FOLLOWS: ADDITIONAL AREAS WALL NOT SIGNIFICANTLY AFFECT OFF-SITE DEPOSIT THE FOLLOWING PRODUCT SPECIFIC PRACTICES WILL BE FOLLOWED ONSITE: INSPECTION. A COPY OF THE REPORT FORM TO BE COMPLETED BY STATI ON / I CE SOIL DISTURBING ACTIVITIES WILL INCLUDE: OF ' IMENTS CLEARING AND GRUBBING, EARTHWORK, PAVEMENT AND GRADING; PETROLEUM PRODUCTS THE INSPECTOR IS ATTACHED. 1. INSTALL STABILIZED 9. INSTALL UTILITIES, STORM SEWER, WASTE DISPOSAL THE REPORTS WILL BE KEPT ON SITE DURING CONSTRUCTION AND ALL ONSITE VEHICLES WILL BE MONITORED FOR LEAKS AND RECEIVE AVAILABLE UPON REQUEST TO THE OWNER, ENGINEER OR ANY NOR STORM SEWER, UTILITIES, AND PREPARATION FOR FINAL PLANTING CONS7RUCTiON ENTRANCE CURBS & GUTTER. 7. INLET PROTECTION: INLETS AND CATCH BASINS WHICH DISCHARGE REGULAR PREVENTIVE MAINTENANCE TO REDUCE THE CHANCE OF FEDERAL, STATE OR LOCAL AGENCY APPROVING SEDIMENT AND AND SEEDING. , ` p� Itl 2 INSTALL SILT FENCES AND HAY 10. APPLY BASE TO PROJECT DIRE ':F OFF-SITE SHALL BE PROTECTED FROM SEDIMENT-LADEN STORM WASTE MATERIALS LEAKAGE. PETROLEUM PRODUCTS WILL BE STORED IN TIGHTLY SEALED EROSION PLANS, OR STORM WATER MANAGEMENT PLANS, v \d/ BALES AS REQUIRED 11. COMPLETE GRADING AND RUN UNTIL THE COMPLETION OF ALL CONSTRUCTION OPERATIONS CONTAINERS WHICH ARE CLEARLY LABELED. ANY ASPHALT SUBSTANCES THE REPORTS SHALL BE MADE AND RETAINED AS PART OF THE RUNOFF CURVE NUMBERS: 3. CLEAR AND GRUB FOR DIVERSION INSTALL PERMANENT THAT MAY CONTRIBUTE SEDIMENT TO THE INLET. ALL WASTE MATERIALS EXCEPT LAND CLEARING DEBRIS SHALL BE STORM WATER POLLUTION PREVENTION PLAN FOR AT LEAST THREE USED ONSITE WILL BE APPLIED ACCORDING TO THE MANUFACTURER'S YEARS FROM THE DATE THAT THE SITE IS FINALLY STABILIZED 1. PRE-CONSTRUCTION - - SWALES/DIKES AND SEDIMENT SEEDING/SOD AND PLANTING COLLECTED AND STORED IN A SECURELY UDDED METAL DUMPSTER. THE RECOMMENDATIONS. AND THE NOTICE OF TERMINATION IS SUBMITTED THE REPORTS VI 2. DURING CONSTRUCTION - - BASIN 12. COMPLETE FINAL PAVING 8• TEMPORARY SEEDING: AREAS OPENED BY CONSTRUC71ON OPERATIONS DUMPSTER WILL MEET ALL LOCAL AND STATE SOLID WASTE MANAGEMENT 3. POST-CONSTRUCTION - - 4. CONSTRUCT SEDIMENTATION 13. REMOVE ACCUMULATED AND THAT ARE NOT ANTICIPATED TO BE RE-EXCAVATED OR DRESSED AND REGULATIONS. THE DUMPSTER WILL BE EMPTIED AS NEEDED AND THE FERIIUZERS SHALL IDENTIFY ANY INCIDENTS OF NON-COMPLIANCE Sats: BASIN SEDIMENT FROM BASINS RECEI FINAL GRASSING TREATMENT WITHIN 30 DAYS SHALL BE SEEDED TRASH WILL BE HAULED TO A STATE APPROVED LANDFILL. ALL FERTILIZERS USED WILL BE APPLIED ONLY IN THE MINIMUM AMOUNTS * THE SITE SUPERINTENDENT WILL SELECT UP TO THREE INDIVIDUALS SEE SOIL BORING REPORT FOR SOt S DATA 5. CONTINUE CLEARING AND 14. WHEN ALL CONSTRUCTION WH WITH A QUICK GROWING GRASS SPECIES WHICH WILL PROVIDE AN EARLY PERSONNEL WILL BE INSTRUCTED REGARDING THE CORRECT RECOMMENDED BY THE MANUFACTURER. ONCE APPLIED, FERTILIZER WILL O WALL BE RESPONSIBLE FOR INSPECTIONS, MAINTENANCE AND CO DURING THE SEASON IN WHICH IT IS PLANTED AND WALL NOT PROCEDURE FOR WASTE DISPOSAL. ESE NOTICES STATING THESE SITE MAPS: GRUBBING ACTIVITY IS COMPLETE AND THE BE WORKED INTO THE SOIL TO OMIT EXPOSURE TO STORM WATER. REPAIR ACTIVITIES, AND FILLING OUT THE INSPECTION AND * SEE ATTACHED GRADING PLAN FOR PRE & POST DEVELOPMENT GRADES, 8. STOCK PILE TOP SOIL IF REQUIRED SITE IS STABILIZED, REMOVE ANY LATER COMPETE WITH THE PERMANENT GRASSING. PRACTICES WiLL BE POSTED AT THE CONSTRUCTION SITE BY THE STORAGE WILL BE IN A COVERED AREA. THE CONTENTS OF ANY MAINTENANCE REPORT. AREAS OF SOILS, DISTURBANCE, LOCATION OF SURFACE WATERS, WETLANDS, 7. PERFORM PRELIMINARY GRADING TEMPORARY DIVERSION 9. TEMPORARY SEEDING AND MULCHING: SLOPES STEEPER THAN 6:1 THAT CONSTRUCTION SUPERINTENDENT, THE INDIVIDUAL WHO MANAGES PARTIALLY USED BAGS OF FERTILIZER WILL BE TRANSFERRED TO A PROTECTED AREAS, MAJOR STRUCTURAL AND NONSTRUCTURAL CONTROLS ON SITE AS REQUIRED SWALES/DIKES AND RESEED/SOD THE DAY-TODAY SITE OPERATIONS, WILL BE RESPONSIBLE FOR * PERSONNEL SELECTED FOR INSPECTION AND MAINTENANCE AND STORM WATER DISCHARGE POINTS. FALL WITHIN THE CATEGORY ESTABLISHED IN PARAGRAPH 8 ABOVE SEALABLE PLASTIC BIN TO AVOID SPILLS. SEE ATTACHED EROSION do TURBIDITY CONTROL PLAN FOR LOCATION OF 8 STABILIZE DENUDED AREAS AND AS REQUIRED SHA RESPONSIBILITIES WILL RECEIVE TRAINING FROM THE SITE APPROXIMATELY 2 INCHES STOCKPILES AS SOON AS TEMPORARY STABILIZATION PRACTICES, AND TURBIDITY BARRIERS ADDITIONALLY RECEIVE MULCHING OF APPSEEING THAT THESE PROCEDURES ARE FOLLOWED. PAINTS SUPERINTENDENT. THEY WILL BE TRAINED IN ALL THE INSPECTION SEE GENERAL NOTES FOR REQUIRMENTS FOR TEMPORARY AND + L00 HE SOIL OF THE SEEDED: MEASURE OF MULCH MATERIAL CUT INTO TAND MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE PRACTICABLE ALL CONTAINERS WILL BE TIGHTLY SEALED AND STORED WHEN NOT EROSION AND SEDIMENT CONTROLS USED ONSITE E GOOD PERMANENT STABILIZATION. HAZARDOUS WASTE + AREA ADEQUATE TO PREVENT MOVEMENT OF SEED AND MULCH. REQUIRED FOR USE. EXCESS PAINT WILL NOT BE DISCHARGED TO THE WORKING ORDER. STORM SEWER SYSTEM BUT WALL BE PROPERLY DISPOSED OF ACCORDING 10. TEMPORARY GRASSING: THE SEEDED OR SEEDED AND MULCHED AREA(S) ALL HAZARDOUS WASTE MATERIALS WILL BE DISPOSED OF IN THE TO MANUFACTURERSINSTRUCTIONS OR STATE AND LOCAL REGULATIONS. SITE AREA: SH BE RQU,EO AND WATERED OR HYDROMULCHED OR OTHER ' NON-STORM WATER DISCHARGES TIMING OF CONTROLS MEASURES SUITABLE METHODS IF REQUIRED TO ASSURE OPTIMUM GROWING MANNER SPECIFIED BY LOCAL OR STATE REGULATION OR BY THE CONCRETE TRUCKS 1. TOTAL AREA OF SITE _ ! Aa 2. TOTAL AREA TO BE DISTURBED = Ac. CONDI MANUFACTURER. SITE PERSONNEL WILL BE INSTRUCTED IN THESE ONS FOR THE ESTABLISHMENT OF A GOOD GRASS COVER. CONCRETE TRUCKS WILL NOT BE ALLOWED TO WASH OUT OR DISCHARGE IT IS EXPECTED THAT THE FOLLOWING NON-STORM WATER TEMP ARY GRASSING SHALL BE THE SAME MIX & AMOUNT REQUIRED PRACTICES AND THE SITE SUPERINTENDENT, THE INDIVIDUAL WHO DISCHARGES WILL OCCUR FROM THE SITE DURING THE NAME OF RECEIVING WATERS AS INDICATED IN THE SEQUENCE OF MAJOR ACTIVITIES, THE SILT FENCES MANAGES DAY-TODAY SITE OPERATIONS,WILL BE RESPONSIBLE FOR CONSTRUCTION PERIOD:SURPLUS CONCRETE OR DRUM WASH WATER ON THE SITE. AND HAY BALES, STABILIZED CONSTRUCTION ENTRANCE AND SEDIMENT FOR ERMANENT GRASSING IN THE CONTRACT SPECIFICATIONS. CONTROLS BASIN WILL BE CONSTRUCTED PRIOR TO CLEARING OR GRADING OF ANY 11. TEMPORARY REGRASSING: IF, AFTER 14 DAYS FROM SEEDING, THE SEEING THAT THESE PRACTICES ARE FOLLOWED. SPILL CONTROL PRACTICES * WATER FROM WATER UNE FLUSHING OTHER PORTIONS OF THE SITE. STABILIZATION MEASURES SHALL BE TEMPC RARY GRASSED AREAS HAVE NOT ATTAINED A MINIMUM OF 75 SANITARY WASTE THIS PLAN UTILIZES BEST MANAGEMENT PRACTICES TO CONTROL INITIATED AS SOON AS PRACTICAL IN PORTIONS OF THE SITE WHEREIN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT * PAVEMENT WASH WATERS (WHERE NO SPILLS OR LEAKS OF EROSION AND TURBIDITY CAUSED BY STORM WATER RUN OFF. AN EROSION AND CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY PERCENT GOOD GRASS COVER, THE AREA WILL BE REWORKED AND ALL SANITARY WASTE WALL BE COLLECTED FROM THE PORTABLE UNITS AS PRACTICES DISCUSSED IN THE PREVIOUS SECTIONS OF THIS PLAN. THE TOXIC OR HAZARDOUS MATERIALS HAVE OCCURRED). ADDIii AL SEED APPLIED SUFFICIENT TO ESTABLISH THE DESIRED NEEDED TO PREVENT POSSIBLE SPILLAGE. THE WASTE WILL BE COLLECTED FOLLOWING PRACTICES WILL BE FOLLOWED FOR SPILL PREVENTION AND * UNCONTAMINATED GROUNDWATERFROM DEWATERING EXCAVATI TURBIDITY PLAN HAS BEEN PREPARED TO INSTRUCT THE CONTRACTOR ON CEASED. ONCE CONSTRUCTION ACTIVITY CEASES PERMANENTLY IN AN VEGE TIVE COVER. AND DEPOSED OF IN ACCORDANCE WITH STATE AND LOCAL WASTE DISPOSAL CLEANUP: ( ON)' PLACEMENT OF THESE CONTROLS. IT IS THE CONTRACTORS RESPONSIBILITY AREA, THAT AREA WILL BE STABILIZED PERMANENTLY IN ACCORDANCE - TO INSTALL AND MAINTAIN THE CONTROLS PER PLAN AS WELL AS ENSURING WITH THE PLANS. AFTER THE ENTIRE SITE IS STABILIZED, THE 12. MAJNTENANCE: ALL FEATURES OF THE PROJECT DESIGNED AND REGULATIONS FOR SANITARY SEWER OR SEPTIC SYSTEMS. ALL NON-STORM WATER DISCHARGES WILL BE DIRECTED TO THE THE PLAN IS PROVIDING THE PROPER PROTECTION AS REQUIRED BY FEDERAL, ACCUMULATED SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAPS CONSTRUCTED TO PREVENT EROSION AND SEDIMENT SHALL BE MANUFACTURERS' RECOMMENDED METHODS FOR SPILL CLEANUP WILL BE SEDIMENT BASIN PRIOR TO DISCHARGE. STATE AND LOCAL LAWS. REFER TO "CONTRACTORS RESPONSIBILITY* FORA AND THE EARTH DIKE/SWALES WALL BE REGRADED/REMOVED AND STABILIZED MAINTAINED DURING THE LIFE OF THE CONSTRUCTION So AS TO OFFSITE VEHICLE TRACKING CLEARLY POSTED ON SITE AND SITE PERSONNEL WILL BE MADE AWARE OF THE FUNCTION AS THEY WERE ORIGINALLY DESIGNED AND CONSTRUCTED. PROCEDURES AND THE LOCATION OF THE INFORMATION AND CLEANUP CONTRACTOR'S CERTIFICATION VERBAL DESCRIPTION OF THE CONTROLS THAT MAY BE IMPLEMENTED. IN ACCORDANCE WITH THE EROSION & TURBIDITY CONTROL PLAN. A STABILIZED CONSTRUCTION ENTRANCE WILL BE PROVIDED TO HELP SUPPLIES. 13. PERM VENT EROSION CONTROL THE EROSION CONTROL FACILITIES OF REDUCE VEHICLE TRACKING OF SEDIMENTS. THE PAVED STREET ADJACENT I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND THE STORM WATER MANAGEMENT TO THE SITE ENTRANCE WILL BE SWEPT DAILY TO REMOVE ANY EXCESS MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEANUP WILL BE KEPT TERMS AND CONDITIONS OF THE GENERAL NATIONAL POLLUTANT STORM WATER DRAINAGE WALL BE PROVIDED BY(DESRIPTiON:) COABMS4 CONTROLS THE PROJECT SHOULD BE DESIGNED TO MINIMIZE THE IMPACT ON THE MUD, DIRT OR ROCK TRACKED FROM THE SITE. DUMP TRUCKS HAULING IN THE MATERIAL STORAGE AREA ONSITE. EQUIPMENT AND MATERIALS WALL OFFSI E FACILITIES. MATERIAL FROM THE CONSTRUCTION SITE WILL BE COVERED WITH A DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT THAT FOR THE PROJECT. AREAS WHICH ARE NOT TO BE CONSTRUCTED ON, BUT IT IS THE CONTRACTORS RESPONSIBILITY TO IMPLEMENT THE EROSION AND TARPAULIN. INCLUDE BUT NOT BE LIMITED TO BROOMS, DUST PANS, MOPS, RAGS, AUTHORIZES THE STORM WATER DISCHARGES ASSOCIATED WITH WILL BE REGRADED SHALL BE STABILIZED IMMEDIATELY AFTER GRADING IS TURBIDITY CONTROLS AS SHOWN ON THE EROSION AND TURBIDITY CONTROL 14. PERM ENT SEEDING: ALL AREAS WHICH HAVE BEEN DISTURBED BY GLOVES, GOGGLES, LIQUID ABSORBENT (i.e. KITTY UTTER OR EQUAL), INDUSTRIAL ACTIVITY FROM THE CONSTRUCTION SITE IDENTIFIED COMPLETE, WHEN CONSTRUCTION IS COMPLETE, A TOTAL CON UCTION WILL, AS A MINIMUM, BE SEEDED. THE SEEDING MIX MUST SAND, SAWDUST, AND PLASTIC AND METAL TRASH CONTAINERS SPECIFICALLY AS PART OF THIS CERTIFICATION. ACRES WALL PLAN. I7 IS ALSO THE CONTRACTORS RESPONSIBILITY TO ENSURE THESE PROVI E BOTH LONG-TERM VEGETATION AND RAPID GROWTH SEASONAL INVENTORY FOR POLLUTION PREVENTION PLAN FOR THIS PURPOSE. HAVE BEEN REGRADED, ACRES LEFT UNDISTURBED. THE SITE DISCHARGES CONTROLS ARE PROPERLY INSTALLED . MAINTAINED AND FUNCTIONING PROPERLY VEGETATION. SLOPES STEEPER THAN 4:1 SHALL BE SEEDED AND MULCHED TO A WET DETENTION SYSTEM. WHERE PRACTICAL, TEMPORARY SEDIMENT BASINS TO PREVENT TURBID OR POLLUTED WATER FROM LEAVING THE PROJECT SITE. ORS DED ALL SPILLS WILL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY. WILL BE USED TO INTERCEPT SEDIMENT BEFORE ENTERING THE PERMANENT THE CONTRACTOR WILL ADJUST THE EROSION AND TURBIDITY CONTROLS SHOWN DETENTION BASIN. THE WET DETENTION SYSTEM IS DESIGNED WITH A -DAY ON THE EROSON AND TURBIDITY CONTROL PLAN AND ADD ADDITIONAL CONTROL STRUCTURAL PRACTICES THE MATERIALS OR SUBSTANCES LISTED BELOW ARE EXPECTED TO BE cD MINIMUM RESIDENCE VOLUME. THIS IS IN ACCORDANCE WITH THE REQUIREMENTS MEASURES, AS REQUIRED,TO ENSURE THE SITE MEETS ALL FEDERAL, STATE AND PRESENT ONSITE DURING CONSTRUCTION: THE SPILL AREA WILL BE KEPT WELL VENTILATED AND PERSONNEL WILL DA's JULY, 2015 WEAR APPROPRIATE PROTECTIVE CLOTHING TO PREVENT INJURY FROM O SET FORTH BY THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT FOR THIS LOCAL EROSION AND TURBIDITY CONTRA REQUIREMENTS. THE FOLLOWING BEST 1. TEMPORARY DIVERSION DIKE: TEMPORARY DIVERSION DIKES MAY BE ❑Concrete ❑Fertilizers ❑ Wood CONTACT APPROPRIATE H HAZARDOUS SUBSTANCE. No. ; 1 14001.01 TYPE OF DEVELOPMENT AT THE 71ME OF PERMITTING. MANAGEMENT PRACTICES WILL BE IMPLEMENTED BY THE CONTRACTOR AS USED TO DIVERT RUNOFF THROUGH A SEDIMENT-TRAPPING FACILITY. PFJO�ECT REQUIRED BY THE EROSION AND TURBIDITY CONTROL PLAN AND AS REQUIRED AND i SHALL BE CONSTRUCTED IN ACCORDANCE TO D-914. ❑Asphalt ❑Petroleum Based Products ❑Masonry Blocks SPILL OF TOXIC OR HAZARDOUS MATERIAL WiLL BE REPORTED 70 THE �� By , JBO TO MEET THE EROSION AND TURBIDITY REQUIREMENTS IMPOSED ON THE PROJECT E] Tor ❑Cleaning Solvents ❑Roofing TIMING OF CONTROLS/MEASURES SITE BY THE REGULATORY AGENCIES. 9 g Materials APPROPRIATE STATE OR LOCAL GOVERNMENT AGENCY, REGARDLESS OF THE " LO 2. TEMPORARY SEDIMENT TRAP: A SEDIMENT TRAP SHALL BE INSTALLED IN ❑Deter ents ❑Paints AN 9 El Metal studs SIZE of THE SPILL.D AIGE VM BY ; DPT FROM Y AT STORM DRAIN INLET OR AT OTHER POINTS OF ❑__� _ O REFER TO " CONTRACTORS RESPONSIBILITY FOR THE TDISCHARGE OF EROSION AND SEDIMENT CONTROLS DISCIN URGE FIROd A DISTURBED AREA. 171 El THE SPILL PREVENTION PLAN WILL BE ADJUSTED TO INCLUDE MEASURES TO �a 1 0 SCAIE AS NOTED N CONTROL/MEASURES. STABILIZATION PRACTICES THE F OWING SEDIMENT TRAPS MAY BE CONSTRUCTED EITHER PREVENT THIS TYPE OF SPILL FROM REOCCURRING AND HOW TO CLEAN UP N INDEP NDANTLY OR IN CONJUNCTION WITH A TEMPORARY DIVERSION SPILL PREVENTION r- i. HAY BALE BARRIER: HAY BALE BARRIERS CAN BE USED BELOW THE SPILL IF THERE IS ANOTHER ONE. A DESCRIPTION OF THE SPILL, WHAT CERTIFICATION OF COMPLIANCE WITH DIKE: Re DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WITH THE CAUSED I7 AND THE CLEANUP MEASURES WILL ALSO BE INCLUDED. o FEDERAL, STATE AND LOCAL REGULATIONS FOLLOWING UMITA71ONS: A. BL & GRAVEL SEDIMENT FILTER - THIS PROTECTION IS MATERIAL MANAGEMENT PRACTICESNa Date IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL LAWS RELATED TO STORM A. WHERE THE MAXIMUM SLOPE BEHIND THE BARRIER IS 33 PERCENT. AP UCABLE WHERE HEAVY FLOWS AND/OR WHERE AN OVERFLOW THE FOLLOWING ARE THE MATERIAL MANAGEMENT PRACTICES THAT WILL THE SITE SUPERINTENDENT RESPONSIBLE FOR THE DAY-TO-DAY SITE 01 B. IN MINOR SWALES OR DITCH LINES WHERE THE MAXIMUM CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND BE USED TO REDUCE THE RISK OF SPILLS OR OTHER ACCIDENTAL EXPOSURE OPERATIONS, WILL BE THE SPILL PREVENTION AND CLEANUP COORDINATOR. WATER MANAGEMENT AND EROSION AND TURBIDITY CONTROLS, THE FOLLOWING CONTRIBUTING DRAINAGE AREA IS NO GREATER THAN 2 ACRES. TH STRUCTURE. REFER TO D-902 FOR CONSTRUCTION OF A OF MATERIALS AND SUBSTANCES TO STORM WATER RUNOFF. HE/SHE WILL DESIGNATE AT LEAST ONE OTHER SITE PERSONNEL WHO 3: PERMITS HAVE BEEN OBTAINED. CUB INLET SEDIMENT FILTER. AND D-904 FOR C. WHERE EFFECTIVENESS IS REQUIRED FOR LESS THAN 3 MATHS. R CONSTRUCTION OF A WILL RECEIVE SPILL PREVENTION AND CLEANUP TRAINING, THESE _1� D.E.R. DREDGE/FILL PERMIT # D. EVERY EFFORT SHOULD BE MADE TO LIMIT THE USE OF STRAW BALE OR)P INLET SEDIMENT FILTER. GOOD HOUSEKEEPING INDIVIDUALS WILL EACH BECOME RESPONSIBLE FOR A PARTICULAR PHASE C,O.E. DREDGE/FILL PERMIT (1 BARRIERS CONSTRUCTED IN LIVE STREAMS OR IN SWALES WHERE B. GRAVEL SEDIMENT TRAP - THIS PROTECTION IS APPLICABLE WHERE THE FOLLOWING GOOD HOUSEKEEPING PRACTICES WILL BE FOLLOWED OF PREVENTION AND CLEANUP. THE NAMES OF RESPONSIBLE SPILL S.J.R.W.M.D. M.S.S.W. PERMIT THERE IS THE POSSIBILITY OF A WASHOUT. IF NECESSARY, MEASURES HE VY CONCENTRATED FLOWS ARE EXPECTED, BUT NOT WHERE ONSITE DURING THE CONSTRUCTION PROJECT. PERSONNEL WiLL BE POSTED IN THE MATERIAL STORAGE AREA AND IF W P DING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE APPLICABLE, IN THE OFFICE TRAILER ONSITE tll SHAH BE TAKEN TO PROPERLY ANCHOR BALES TO INSURE AGAINST WASHOUT. 1N ONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES & UNPROTECTED POLLUTION PREVENTION PLAN CERTIFICATION AN EFFORT WILL BE MADE TO STORE ONLY ENOUGH PRODUCT REQUIRED TO AR'AS. REFER TO D-903 FOR CONSTRUCTION OF CURB INLET & DROP p REFER TO CITY STANDARD DETAIL D-913 FOR CONSTRUCTING THE HAY IM TRAP. DO THE JOB. MAINTENANCE/INSPECTION PROCEDURES Z BALE BARRIER. ALSO REFER TO D-901, D-911 AND D-12 FOR PROPER `_ I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL LOCATION, MATERIAL & USAGE. C. DR INLET SEDIMENT TRAP - THIS PROTECTION IS APPLICABLE WHERE * ALL MATERIALS STORED ONSITE WILL BE STORED IN A NEAT, ORDERLY W ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN THE INLET DRAINS A RELATIVELY FLAT AREA (S < 5%) AND WHERE MANNER IN THEIR APPROPRIATE CONTAINERS AND, IF POSSIBLE, UNDER A EROSION AND SEDIMENT CONTROL INSPECTION AND MAINTENANCE PRACTICES ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED 2. FILTER FABRIC BARRIER: FILTER FABRIC BARRIERS CAN BE USED BELOW ,V ~ PERSONNEL.PROPERLY GATHERED AND EVALUATED THE INFORMATION DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WITH THE SHEET OR OVERLAND FLOWS (Q < TVI CFS) ARE TYPICAL. THIS METHOD ROOF OR OTHER ENCLOSURE. THE FOLLOWING ARE INSPECTION AND MAINTENANCE PRACTICES THAT WALL BE w SH NOT APPLY IG INLETS RECEIVING CONCENTRATED FLOWS SUCH USED TO MAINTAIN EROSION AND SEDIMENT CONTROLS. Z SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR PERSONS WHO FOLLOWING LIMITATIONS: A5 IN STREET OR HIGHWAY MEDIANS. REFER TO D-905 FOR Z v MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR A. WHERE THE MAXIMUM SLOPE BEHIND THE BARRIER IS 33 PERCENT. C STRUCTION OF HAY BALE & FABRIC SEDIMENT FILTER. * PRODUCTS WILL BE KEPT IN THEIR ORIGINAL CONTAINERS WITH THE * NO MORE THAN 10 ACRES OF THE SITE WILL BE DENUDED AT ONE TiME O GATHERING THE INFORMATION, THE INFORMATION SUBMITTED IS, TO THE B. IN MINOR SWALES OR DITCH ONES WHERE THE MAXIMUM ORIGINAL MANUFACTURER'S LABEL. WITHOUT WRITTEN PERMISSION FROM THE ENGINEER. BEST OF MY KNOWLEDGE AND BELIEF, TRUE, ACCURATE, AND COMPLETE. I CONTRIBUTING DRAINAGE AREA IS NO GREATER THAN 2 ACRES. 3. OUTLET PROTECTION: APPLICABLE TO THE OUTLETS OF ALL PIPES AND VI O AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE REFER TO CITY STANDARD DETAIL D-910 FOR PROPER CONSTRUCTION PAYED CHANNEL SECTIONS WHERE THE FLOW COULD CAUSE EROSION * SUBSTANCES WILL NOT BE MIXED NTH ONE ANOTHER UNLESS • ALL CONTROL MEASURES WiLL BE.INSPECTED BY THE SUPERINTENDENT, INFORMATION, INCLUDING THE POSSIBILITY OF FINE AND IMPRISONMENT FOR OF THE FILTER FABRIC BARRIER. & SEDT ENT PROBLEM TO THE RECEIVING WATER BODY. SILT FENCES RECOMMENDED BY THE MANUFACTURER. THE PERSON RESPONSIBLE FOR THE DAY TO DAY SITE OPERATION OR <' KNOWING VIOLATIONS. SOMEONE APPOINTED BY THE SUPERINTENDENT, AT LEAST ONCE A WEEK AND 3. BRUSH BARRIER WITH FILTER FABRIC: BRUSH BARRIER MAY BE USED DISCHTNG STRUCTURE AS SHOWN ON THE OUTLET PROTECTION DETAIL. BE / HAY BALES ARE BE INSTALLED IMMEDIATELY DOWNSTREAM OF THE * WHENEVER POSSIBLE, ALL OF A PRODUCT WILL BE USED UP FORE FOLLOWING ANY STORM EVENT OF 0.25 INCHES OR GREATER. I--- �s �WM �� � Z BELOW DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WHERE DISPOSING OF THE CONTAINER. * ALL TURBIDITY CONTROL MEASURES WILL BE MAINTAINED iN GOOD WORKING , W ENOUGH RESIDUE MATERIAL IS AVAILABLE ON SITE. 4. SEDIME T BASIN: WILL BE CONSTRUCTED AT THE COMMON DRAINAGE ORDER; IF A REPAIR IS NECESSARY, IT WILL BE INITIATED WITHIN 24 HOURS OF SIGNED: LOCATI S THAT SERVE AN AREA WITH 10 OR MORE DISTURBED ACRES * MANUFACTURER'S RECOMMENDATIONS FOR PROPER USE AND DISPOSALREPORT. ABOVE CITY ENGINEER 4. LEVEL SPREADER: A LEVEL SPREADER MAY BE USED WHERE SEDIMENT- AT ONE TiME. THE PROPOSED STORM WATER PONDS (OR TEMPORARY WILL BE FOLLOWED. U / FREE STORM RUNOFF IS INTERCEPTED AND DIVERTED AWAY FROM THE PONDS) WILL BE CONSTRUCTED FOR USE AS SEDIMENT BASINS. THESE * BUILT UP SEDIMENT WILL BE REMOVED FROM SILT FENCE WHEN IT HAS p DATED: GRADED AREAS ONTO UNDISTURBED STABILIZED AREAS. THIS PRACTICE SEDIME4T BASINS MUST PROVIDE A MINIMUM OF 3,600 CUBIC FEET OF * THE SITE SUPERINTENDENT WALL INSPECT DAILY TO ENSURE MATERIALS REACHED ONE-THIRD THE HEIGHT OF THE FENCE APPLIES ONLY IN THOSE SITUATIONS WHERE THE SPREADER CAN BE STORAGE PER ACRE DRAINED UNTiL FINAL STABILIZATION OF THE SITE. ONSITE RECEIVE PROPER USE AND DISPOSAL. STORmWATER POLLUTIONIlk it z PREVENTION Q PLAN Ld `t„dtgp�111Uti/H71ff�{97fiF 9.0 0 o < 7G o" r c �b � P.E. 4 1 °° ° bac •'� C �r�grunnuu�uauu,v i 19- T, tdC-. - rw PROSSER 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 o Z O Op UM 0 0 Q q: Z O Z W g J W =O p W f5 = -� 0W O wap Fn >O U W O w O N Li! 63 N OLL- m p 0 M Jw (D IZ M 0 O O O 0 Z :2 Z � c Z o oZZ Z n¢J ao J 9 O O U m ? Q O Z � N N -I W 0 Z w q w Z o Z AUTOMOBILE SERVICE O O _o F O F W oa m � IYLL Z W oaZ w ¢ N � Qo0 J 5; r' � � 'J` � � vi J (n 0 ¢ Q W � ¢ WaM r � w0 STATIONMINOR z z o _ - o 0 o z a N a o W w w 0 o 0 F w wiM NCL Z a. (/) W ¢ o5 w AUTOMOTIVE Z a o c� cnc� ~ a wOFwOos 0° w � �' c� or w w3V)i z z = ow � z } ZwZ3 °' SERVICE a- 0 0 a z O N 0 o U F w 0L� O 3 Q p Q O II W J 0] w Z � w Q Z W F- W Z W Z Y O N I I ¢ o Z 3 O N ¢ -j 0 ¢ W Q ¢ o F w o N � W o ¢ w �n � � � L,_, 0 d O m O (L O W 0 � Z Y Q 0 w Z co = U Z F 0 O ¢ O w Z ? Q z M w 0 W W Z W � � O w ¢ Z U 0 <L W 0 X O 0 0 0 Q w Of U N W 0 w O Q.g Z ZO - W 0 0 WOQ w o- vii ¢ >- wFw Z 0 LL- < m W m w O m OR O Z L&jo_ Q O O w ¢ _ w U = o Z n w o: � L' O m z Or C) Q U W 3 a0 w W O U 0 W LL- W O W O W 0 Z w( L M Uj (n Q O O H O Q 0- Q Z 0- W Z = 0 Z 0 w w Q U W ¢ F- w U F- w W (� O U O U W — w J ¢ � Y N Z M O O Z 0] Z V)Q ¢ Q O N Q O Q �n w w U Q! M Z in U Z Ln Z 1- o Q 0 ¢ O � o a o a = w I o c) wD ¢ Q � ow0 o ¢ o: W 0 f-- F- 0- U �_ - Q Q 0- 0 M 0 to ¢ 0- 0- N D O Z U - O ¢ F N z Z Uj-U JWF- w� —F- W Q W QLOXM =0_Z0 W O C-4 W Z 0 Ce O ?cnw Q N W J Z 0,-, ZO J F- OOZril Z Q .w OW - m a w-1 DATE : JULY, 2015 Z � m OW Z 0- Fco o wa a� w NO. 114001.01 0 w a oLL-a : Z O � Z ZOZO 3Qo Z w cnw<< DE By : JBD w O W Ln M L- Q 0 �- o F - .. 0_ >-w DRAWN By : DPT I w WW M Z Q_' wJ?Z Ln 0 w o 0 0 0 0-w< SCALE ; AS NOTED CD w w Z�o- N w J J Z 0] 0] m O W cl O W � a o Z w W o v o-• o o U- Na Dat® Fig Q 0 = 0 Q cn J 0 0 jE Q.. Z OLLj Z 0> O Z CL w _Z 0 V) ,� 0 0 Z w O a N U w O w Z> P 0- w QO J W Z W LLJ 0 Z Y J W m Q Z0YO 3 CL Z 0 o w -j � LLJ� w a Q w `t a i ) Z W -j>-M w w 0 Z = Q > U Z )- O (n Z w w Q W D Z F- N qt 0! J Z 000 (n W Z Q Lo Z Q � " 0_ Q Q Q w O O O J ¢ Li_ E 0_w a' LIJW F FLLJ - L� F f- Q W Q Z U O F Z Z O ZO Z M LLJ IL)<:2 JQ O F O F- ¢ U J g Z Z U of Q 0 D Or > J Q Z � Z w � F= U 0 0 OOLj mFn ¢ 't! Q�F- Z w w m 0 Q O W F- O Ljj 3 0 oQ ti o - Z Li 3 Z m � . Z o a oNMQ or O M U w Z U o w Q m H U O 0 Ld M U Z OLa"Z� LA Mw Z w o a m cn w < -jw 0 0 ��aa O O N 0_ N W Z 0 z Q -� N N (n Z ov Q W J w N -� to h N U m �ilFW W w o 0 0- w �' cn ca $ mo z _; w w rn Ln Z cn wo:VD) T HO DRAWL NOT FELEASED FOR j ►- o Q m o o CONSTRUCTION UNLESS SO NOTA F- a z a 0 zL,_ ABOVE w w w o 0ry w w 0 i Z W F- o W j Q w a o z o o o D o o r• a o TTfLE C7 J OFF Q w w � D; Z 0 M STORM / w F ¢ N 0 cn Q w w w ¢O CK aw M v L) 0 -' w 0 00 ot,_ o n � a Ld oLL O OO Ln W 0 J F¢- O U Q W 0 {/} ¢ Q W Ld w W Z . � F- 7) a � z � POLLUTION Z 0 N � i O w w. '�' w Q W Z Z I I o W Q Q n V PLAN—CON T R A C T Q CERTIFICATION J 00 Ulu F-- ... _ - 1```1ttUtp 11111illltll)prrlrrrr' a FD18 ° 676 a S T4ifDOM PA � ' Ko Ir�tlllttl6i ll:1ltU'' v TRUNK WRAPPED W/20 LAYERS - 2X P2 D(E SYSTEM STEEL U-CHANNEL FENCE •� METAL STRAP OF-BURLAP UNDER WOOD PADS � . POST ANCHOR STAKE ONE @! EACH SIDE OF SECURED WITH TWINE ROOTBALL (1 OR 2 PER TREE) (3) 2'X4'XI9' WOOD PAD SECURED SHRUB SINGLE OR MULTI-TRUNKED TREE 9+ W/ METAL STRAPS - ATER BAG IF NO AUTOMATIC IRRIGATION TRUNK WRAPPED W/20 LAYERS OF BURLAP DO NOT PENETRATE NAILS PROSSER UNDER WOOD PADS SECURED WITH TWINE 9' F B&B, REMOVE TOP 1/2 OF BURLAP & WIRE CAGE &INTO TRUNK METAL STRAP PTI❑NAL TEMP. MULCH DAM 3/4' STRAP THROUGH 3/4' WIR ALL NYLON STRING, STRAPS, & PLASTIC WRAP R°0TBALL Community-Management- Energy- Relationships 2'X4'X18' WOOD PAD SECURED AROUND R❑❑TBAL (N❑ SOIL) CINCH BUCKLE TENSIONED ❑❑D SCREW TREE TRUNK W/ METAL STRAPS w 2'X4' WOOD BRACE NAILED TO TIGHT OVER 2X4 WOOD 9' a PAD AND STAKE <3 EA, PALM) TOP OF ROOTBALL 2' 8 3' MULCH BOARD (LENGTH EQUAL TO PTIONAL TEMP, MULCH DAM 9" D° NOT PENETRATE NAILS INTO TRUNCK ABOVE BACKFILL7__'- MIX (1/4 SOIL CONDITIONER & 3/4 YELLOW SAND ROOTBALL DIAMETER) AROUND ROOTBAL (NO SOIL) 13901 Sutton Park Drive South, Suite 200 3• TEMP°BABY BERM OR STOCKPILED LIMEROCK FREE TOPSOIL) TOP OF ROOTBALL 2' 3' MULCH Jacksonville, Florida 32224-0229 3' MULCH TO BE PLACED ABOVE BACKFILL S❑IL MIX 0/4 SOIL CONDITIONER & 3/4 YELLOW SAND P BELOW GRADE v EXISTING LIMEROCK-FREE SOIL OR ❑R STOCKPILED LIMEROCK FREE TOPSOIL) M. 2'X4' WOOD BRACE NAILED TO w;• ;: ,.; PAD AND STAKE (3 EA. PALM) 12' 2'X4'X30- WOOD STAKE "• '< :` ••^`•. YELLOW SAND (COMPACTED) r Office 904.739.3655 ¢ � -' "" 8 EQUALLY SPACED VERTICAL SPLICES € XISTING LIMEROCK-FREE SOIL OR >v 3' MULCH " '° - '' '- 12' SOIL MIX " 4.' ` y YELLOW SAND (COMPACTED) Fax 904.730.3413 TO BE PLACED 1' BELOW GRADE 18+ IF R❑❑TBALL IS CONTAINER GR❑WN R le' YARD SAND PACED VERTICAL SPLICES 3' TEMPORARY BERM I I 8 EQUALLY S IF ROOTBALL IS CONTAINER GROWN ANCHOR SYSTEM 2 r r Dante er EDGE OF TREE PIT 3/4' WIDE POLYESTER STRAP 3/4' WIDE POLYESTER STRAP ,.•�•: .. _ _ WITH BLACK PLASTIC 2 - 2X2 PINE OR STEEL U-CHANNEL FENCE TENSHNTOGGLE RAPPPICG OVER www.prosserinc.com 2•x4'x3o' WOOD STAKE COMPACTED BACKFILL PDST ANCHOR STAKE (ONE ON EACH SIDE OF ' .• OR METAL TOGGLE - 2 OR ROOTBALL (ANCHOR SYSTEM 1) 2X4 BOARD (1 OR 2 PER TRF 4 PER TREE Florida Certificate of Authorization X ALL DIAM (ANCHOR SYSTEM 2) 12' A3 SAND/COMPOST MIXTURE [-ROOTBALL DIAMETER-� Number: 00004050 1 /2 ETER BED WIDTH VARIES(TYP.8') BALL v2 X BALL DIAMETER TREE TRUNK COMPACTED EXIST, SOIL-BACKFILL aen WIDTH VARIES mP&) TREE PLANTING DETAIL PALM TREE PLANTING DETAIL SHRUB PLANTING DETAIL NOT TO SCALE f � ft NOT TO SCALE NOT TO SCALE PLANTING ' c 1. The LANDSCAPE CONTRACTOR is responsible for verifying project 17. Before fertilization a soil and/or foliar nutrient analysis shall be y J site conditions and all quantities indicated on these plans before performed to determine whether phosphorus fertilizer with 30% slow ty4j commencing any work. LANDSCAPE CONTRACTOR shall notify the release nitrogen will be required. All planting bed areas shall be fertilized % LANDSCAPE ARCHITECT if soil conditions are poorly drained to approximately 4-6 weeks after installation. STU R DI VAN T AVENUE I i J determine is substitution of materials is necessary. 1$. Plant material soil shall be "native" soil that was removed from the II' I 41' NORTH i NORTH 26' NORTH (50' ROW) I 145 NORTH 2. Soil tests shall be provided to evaluate various teas of the planting hole. If soil is badly contaminated, good quality soil shall be used �� �t STREET - STREET STREET FRONTAGE r as replacement after contaminated soil has been completely removed from - STREET r landscape (especially the parking lot islands) for pH available P P Y FRONTAGE FRONTAGE FRONTAGE i J nutrients, phosphorus content, bulk density, etc. This will serve planting area. ,..-__ ',__ _ s_._____.._.... ,._.... ............... .S, T_�� -.--.--...._.--$ _____->s _$ ...._. _ .._.__S,__._ �,-__ _�__�__... s$.__..___ -s f _,___ ....__�L _...__su ...-.-.�5.-_ - _----ss fay to ensure proper plant selection accordingto' revailin soil 19. After soddingis completed, the entire side areas shall be watered b P P P pP . Y) 9 Ys Y approximately _ _.......-_._ _...___.-'-'- - - -- -'- - s e d or two weeks. After a roximatel one �.,__. _....._�- _,___. ------- - conditions, what lime/sulphur hur a lications are needed if an hand or irrigation tem each a f __...__ .... _..._ _ 4 _ - .. ndi p ti 0i - and long-term survival of plant material. month of installation, sodded yeas shall then be top dressed with a 15-0-15 AUTOMOBILE \�� `" ��tUl =__ _- -_. ..... 3. All plant material shall Florida Grade. No. 1 or better commercial slow-release fertilizer at a rate of 6.67 pounds per 1,000 square �1�111% 1011 ...... a �r--._ ..._ J- �x- t =.,.. p ;..M, - fee of area in an even) broad case pattern. -__-- t .;7 ___,.. , r nursery grown in accordance to Florida Grades and Standards .."ww ., . �wawwwwwwuuwwuwwwurwuf _ SERVICE STATION t " I (D I + + handbook. 20. The LANDSCAPE CONTRACTOR is responsible for all fine grading preparation for planting. Apply pre-emergent to all beds prior to planting. ._� I��1111,�� �i��I1�,��� i��I1�e��s� 4. All plant material shall be container grown or B&B. B&B w ,a 20 PT materials shall be "hardened off" root pruned during field 21. Rough grades will be established by the owners general 3T P 9 WITH MINOR U) roduction and shall be du at least several weeks before contractor at approximately 3 inches below curbs, sidewalks, !. 3 PT -i P 9 - hardsca a amenities, mowing strips and abutments. All materials ., . � e P 9 P planting is performed.an in n P 9 P » - shall be a minumim 30 from buildings or walks. AUTOMOTIVE -- SWMF 0.12Ac I" 5. Plants shall be sound, healthy and vigorous, well branched and g I�' ''-'-"'�• � 4 s 22. CONTRACTOR shall coordinate construction of planting areas -1 C densely foliated when in leaf. The shall be free of disease, SERVICE 21 PM _. rn o D Y Y with installation of irrigation system. insects, eggs or larvae and shall have healthy, well developed root 4 UP D z 23 Where d' b d the t _._. z -moi o systems. They shall be free from physical damage or adverse ere see ing may a require on a plans, germination rate -i � shall be the maximum percentage required for the variety specified � . = GATE PETROLEUM ;y ` - __--' 3 PT I � .� 0 conditions .that would prevent-thriving growth.:` RETAIL SALES at the rate of application specified. 4. ` n ' m _ . All plants shall conform to the varieties indicated in the 6,400 S.F. _.._... _ _ plan . _ _ _ I i t list shall be24. df freshly cut areas shall linb squares SPECIFIED foots wideb Grass two fee for sodding ----- �7 7. Substitution of plant materials will not be permitted unless Y q Y 9• c CD I P Sod shall be healthy, free of insects and weeds, in naturally flourishing r 1 authorized in writingb the LANDSCAPE ARCHITECT. If roof is � _ -' 4 QV '�-•-�C � ! � I an Pconditions. Dry, brown and unfresh sod will be rejected. --- - \ ! 1 ( submitted that any plant specified in not obtainable, a proposal i'I 13 IV 7 JP 17 JP °' t i will be tconsidered for use of the nearest equivalent size or 25. Sodshall be laid end to end and side to side in a staggered -...... LJT a <. s . - ` I esquarely 3 IVN - \ variety with corresponding adjustment of contractprice. line to form a uniform layer., All uneven edges shall b w c t.5 Y P 9 1 . ' trimmed to allow close and firm fitting of each piece. 5 ZF 37 PT 8. Plant material locations and bed outlines shall be staked or _.............. _ ted, the entire sod areas shall be 1 26 After sodding is completed, 13 ZF a flagged on site by the CONTRACTOR and shall be adjusted if required a watered by hand or irrigation system each day for two weeks. to fit actual as-built conditions on site and approved by the owner Sod4. ded dded areas shall then be top dressed with a commercial fertilizer + 4 or owners representative. .. q + 37 FAX pounds per 0 square feet of i , All proposed tree planting locations shall be staked or flagged D r? - - area directed as inan venly bro d casepattern.Po a ' SQL �sv._. o 9 Y before installation by the LANDSCAPE ARCHITECT and approved by the e 100 s u e 27. The LANDSCAPE CONTRACTOR is responsible for fully maintaining D '3 �...: . .3 \, %: m� .j .�Q �� ----- owner or owners representative. ,�, - �-<�- -~ all plant material on site during and before planting, until the � - -- 4 s E: ,a .a , , < _ � 10. The CONTRACTOR shall estimate the depth of the Alantin hole rn o 4 _ , _ E g work in accepted by the LANDSCAPE ARCHITECT and/or owner. Z o ,.-_._d 4 _ q <1 a � _" ,a. __ q vF ' P � � by measuring the distance between the point where the topmost root 000 ° emerges from the trunk and the bottom of the root ball. The planting The LANDSCAPE CONTRACTOR is responsible for removing tree stakes = g A m after tree is established. � rn " g r _ _._ -._...___ hole shall be slightly shallower than this distance. No more than 2 to 3 . .� . o U) --- - - a -- = v`. plants shall be guaranteed by the LANDSCAPE CONTRACTOR to ' _ __... _. ,.- inches o he t a needs a oil , too ball n ds to be above the s unless the site is rn f t be healthy tants and in flourishing condition of active growth for poorly drained. Poorly drained soil requires planting depths even or Y P 9 ........... , _ \ higher. Plantingholes du too dee are required to have soil added to ninety (90) days from final inspection and acceptance. All trees ,stDRv sntcco Alm WOW FRAMEthe bottom and loosely competed. If planting holes should fill with shall be guaranteed an additional one year from final inspection 10 :< U d ® 4 �. ® �'"'0 I position the bottom of the root ball above the and acceptance. a a,�, }= l �m ,a®p , •t water and lt mound soil to cover the sides of the ball. The hole shall 29. The LANDSCAPE ARCHITECT, owner or owners representative shall a, y ^ ' alI t root ball. Wider holes shall the work eright reject and all which opinion s� be used for comPcted soill and wet sites. .... ._. _ .._ _ -notmt with theequirementsofthe efspecifications at anstage \ 11. The soil shall be freshly tilled and large clods of soil broken up. The of the project operation. r i growing medium shall be settled and firm at the time of herbicide 30. In general, the work shall proceed as rapidly as the site E... f` 44 LJ 68 L 3 LI 23 SP rvc Ifapplication. Herbicides may be mechanically incorporated by mixing into becomes available. Keep all areas of work clean, neat, and orderly % top layer at a depth o 1-3 inches. at all times. 23 ZF - �- -- - 12. All backfill around material shall be worked firmly by slicing 31. There will be special care to all existing trees to be o I J a shovel down into the backfill 20 to 30 times around the tree as you retained on site to avoid construction damage. DATE OCTOBER 12 2015 • •uuuuwuu uu anuuwnwuu.u.uw `uu+umuuw"uwww "uu.uuwwawwuuuww'. awaexwwos.ee ma�uumuu.uuuuu.uuwwwuuuu.uuuuwuuwwuuuuuu'uuwiw.uu.uuauuuwuuuuu.umuu.uu add backfill soil. Large clumps shall be broken up. Do not pack the 32. An automatic irrigation system is to be provided and .w .. wwueww.uuwuuw.uuuuuu.wuuuu"umwwwwumwi 4wwR .1"w1"Wu,Lwww4uuuuuewWuuuluwuuu"W.us'w wY Juv. Jlwu.w.uoiu4wuuNN.uua ".luu.u,uwuwuuwwlul.wl uwwwuwuuwwuuLwwu..uw.0 R.f, .. iw.rNUW .i �.t% •q�� _ f \ �! - .. - E _ ...._-__ r _.....__.. _ backfill. Only step firmly on backfill soil to stabilize the root ball. The a shop drawing of the layout and �..._. � ... .. __. _.___ PROJECT NO. 114001.01/ 30715 �` ___._- ,_ ____ w ..... to of the root ball shall remain 1 inch small trees to 3 inches (large design must be submitted to the governmental agency, for review ........_-___. . -- - _..._................-.>pw.'._.-_-..--=--.td^:m.�.:-...._.=-u-_riir--------.._:'Sw_.e.....-....,....i9rcu,........... ..0 .. __.iM:i°�'^v^^^^..."'C:V........a.:K,.,p'hifJ :;...,;.,___ ..._'Ipyp:...: _: .'°Y....__.-i1iR1-.::_-.•..;.._._._._....i1rtU.._-.._..-..u.G_____.._. .ib tU.._._ �==-=--ir:4-=<---^-Tutt}--=�w _..'.:.-�:Sk'3..._�r:i-�i-- W -- ................. _.__a_: __, --.: -, __._ _..� _ _ .. .-_ ..._.._ --- ..-- -'J.. ._ -: - - trees)es or approximately 10% above rade( Do not over-pack the loosened andga approval, prior to installation. g lk'J -_ ..._.-. ._......._ - ...._ --................_ _ ............... ........._.._......._._._.._i.. .'3. ....__.._..-__. _ _..._. ......._.___.....- ._... __..._........_ ....__. DESIGNED� soil when wet Add 10 to 20 gallons of water to the rootball and ba 33 Irrigation system shall be fully automatic, _ _... _..___. 225' SOUTH Fill in any holes or depressions with backfill soil. Do not attempt to coverage to all planting areas, with all pop up heads in lawn area. DRAWN BY : JOW STREET FRONTAGE eliminate air pockets by compaction. Water infiltrating the backfill soil 34. Irrigation station shall be set where there will be no mixing 1 will eliminate large air pockets. of shrub and lawn areas, fixed spray heads with gear driven heads SCALE 1 :30 I ATLANTIC N TI C B 0 U LE VA R D 13. LANDSCAPE CONTRACTOR shall bear final responsibility for P P 1 proper nage of plan . Any discrepancy in a all heads t minimum risers from shall 2.5 from e and surface drainage e areas s I 1 (105' ROW) _ --- - € ,n, drawings, obstruction on the site, or prior to work done by any 35. A double check backflow prevention (or approved equal); equal No. Date Revision 4`A A a 1 10-12-15 SITE DEVELOPMENT PIAN �- --- T� �...�__ other party, which the CONTRACTOR feels precludes establishing to a DCA-100; to be mounted in a rectangular valve box (12"x 10") ....- "--- - -- --- proper drainage shall be brought to the attention of the LANDSCAPE on the service side of the meter and immediately adjacent to the -- _ __.. - .......__ _ _...._..-... or correction or relief o said responsibility. _ .......... water rn m en tai 14. When planting on slopes, set tree so top-most root in the ball on 36. the uphill side is even with the soil. The side of the root ball on the agencyfanytsubseque tP chainges mustobedresubmettgovernmental d e downhill side will be well above the surrounding soil. Soil shall cover the for review and approval. sides of the root ball. Mulch shall cover the edge of the rootball and not 37. Shade trees shall be planted minimum 4' from EOP and 15' from OHE. piled on top. 38. Do not plant trees below Normal Water Line (NWL) see civil drawings. 15. Planting beds shall be cut or edged to form a uniform clean Sod all 4:1 or greater slopes. Seed all other disturbed areas. line between beds and lawn areas. GATE STATION ATLANTIC BEACH - PLANT LIST 16. After all plant material in a plant bed area has been installed and approved, the areas between plants shall be raked to an even grade to PARKING TABLE conform to premulching finish grades. All planting beds and plant saucers USE REQUIRED PROVIDED ESALT shall then be uniformly covered with a minimum two (2) to three (3) inches AUTO SERVICE STATION 16 1 400sf QTY SYM DESCRIPTION SIZE SPACINGNOTES* TOLERANCE of ##2 grade or better of pine bark nuggets. RESTAURANT 19(1/4 SEATS TOTAL 35 " 2" CAL. 4' CT. MATCHED AS SHOWN N, F N FF WW HIGH 4 0 QV QUERCUS VIRGINIANA CATHEDRAL LIVE OAK 10 -12 x 5-6 , ' GATE STATION AT ATLANTIC BEACH LANDSCAPE REQUIREMENTS ION-STREET PARKING TABLE 3 0 LI LAGERSTROMEIA INDICA NATCHEZ CRAPE MYRTLE 10'-12 X 6', 3 TRK ® 2_- EA., 4 CT, MATCHED AS SHOWN FYN, F, WW, OHE MEDIUM EXISTING Lc� 0 3 Q TA TAXODIUM ASCENDENS "POND CYPRESS" 14'-16' x 7-9', 4" CAL., 6' CT, MATCHED AS SHOWN N, FYN, FF, WW MEDIUM FRONTAGE/ GREEN AREA GREEN AREA TREES REQ'D / SHRUBS SHRUBS TOTAL 11 THIS DRAWING NOT RELEASED FOR N PROPERTY AREA REQUIRED SF PROV'D SF SHADE REQ'D REQ'D PROV'D CONSTRUCTION UNLESS SO NOTED (I1 4 UP ULMUS PARVIFOLIA "DRAKE ELM" 10'-12' x 5-6', 2" CAL., 4' CT., MATCHED AS SHOWN FYN, FF, WW, OHE MEDIUM ABOVE *THE NUMBER OF PARKING SPACES DEPICTED IN THIS SITE PLAN IS SUBJECT TO A DECISION IN 0 23 ' SP SA13AL PALMETTO "CABBAGE PALM" 10' CT., FULL, HURRICANE CUT AS SHOWN N, F N, FF, WW HIGH INTERIOR VUA 37,987 SF 3798 4051 10 / 5 SHEET TITLE 5 LJT LIGUSTRUM JAPONICA "TREE FORM LIGUSTRUM" 10' x 10', 3 TRK, 4' CT., MATCHED AS SHOWN FYN, FF, WW, OHE HIGH 3798 x .25 = 950/9 106 106+ CASE NO. 16-2014-CA-7714 PENDING IN THE Cn CIRCUIT COURT, 4TH JUDICIAL CIRCUIT, DUVAL .1 112 O LJ LIGUSTRUM JAPONICA "LIGUSTRUM 24" x 24", FULL, MATCHED 36" OC. FY , FF, WW HIGH COUNTY, FLORIDA AS TO THE NUMBER OF 73 Q PT PITTOSPORUM CVS "PITTOSPORUM" 24" x 24", FULL, MATCHED 36" OG FY FF, WW HIGH STREET FRONTAGE PARKING SPACES TO WHICH ATLANTIC BEACH LANDSCAPE NORTH 223 LF 2230 2444 5 / 3 DINER IS ENTITLED UNDER ITS LEASE, AND IS " " » PLAN ,n 26 ® IVN ILEX VOMITORIA SCHILLINGS HOLLY 16 x 16 , FULL, MATCHED 36 OC. N, FYN, FF, WW HIGH 223 x .75 = 169/3 56 56+ SUBJECT TO MODIFICATION IF REQUIRED BY �- a 21 0 PM PODOCARPUS MACROPHYLLUS "JAPANESE YEW" 24" x 24", FULL, MATCHED 36" OC. FYN, FF, WW MEDIUMTHAT DECISION. SOUTH 225 LF 2250 2608 5 / 3 LL i 51 ZF ZAMIA FLORIDANA "FLORIDA COONTIE" 18" x 18", FULL, MATCHED 36" OC. N, FYN, FF, WW HIGH 223 x .75 = 169/3 56 56+ NOTE: r- ALL WORK PERFORMED WITHIN AN EASEMENT OR A PUBLIC 37 FAX TRIPSACUM DACTYLAIDES "DWARF FAKAHATCHEE" 18" x 18", FULL, MATCHED 36" OC. N, FYN, FF, WW MEDIUM EAST 77 LF 770 989 2 / 1 RIGHT-OF-WAY REQUIRES A SEPARATE PERMIT BY THE DEPT OF j PUBLIC WORKS. PROVIDE A MIN. 3' CLEARANCE FROM THE EDGE " FULL, MATCHED 30" OC. FYN, FF, WW MEDIUM 77 x .75 = 58/3 19 19+ OF DRIVEWAYS TO ANY SUCH STRUCTURE SUCH AS INLETS, TRANSFORMERS, CO 34 ++ + JP JUNIPERUS CHINENSIS PARSONII JUNIPER 16 x 18 , CO POLES, ETC., IN RIGHT-OF-WAY EASEMENT. -3 NOTE: PALM PLACEMENTS = 3 SHADE TREES AND 4 NON-SHADE TREES CONTACT SJRWMD AND ANY OTHER GOVERNMENTAL 0 ADJACENT PROPERTY AGENCIES PRIOR TO WORK IN JURISDICTIONAL WETLANDS r SOD PASPALUM NOTATUM "ARGENTINE BAHIA" - TSA FREE (WEED FREE) jNATE FURTHER GRASSING GENERAL CONTRACTOR WEST 200 LF 1000 1491 4 12 48 HOURS BEFORE YOU DIG SOD ALL 4:1 SLOPES OR GREATER, 10' FROM EOP AND ALL DISTURBED ROW. COORDINATE GRASSIW CALL SUNSHINE o SELECTED SOD SPECIES MEETS ALL CURRENT LANDSCAPE AND IRRIGATION REQUIREMENTS. ANY VARIABLE WILL REQUIRE GOVERNMENT APPROVAL200 x .75 = 150/3 50 50+ i_�00-432_477® �h'2 ff ANET U WHITM LL o 11'STHELAW/R/ROY9/DA 30 0 15 30 LA00. 0128 � S H E E T *PLANT LIST LEGEND: N-NATIVE, FYN- FLORIDA YARDS & NEIGHBORHOODS 2006, FF- FLORIDA FRIENDLY, WW- WATER WISE 2008, ---- - ------ ° OHE - JEA OVERHEAD ELECTRIC (ACCEPTABLE PLANT LIST) TOTAL 10048 11583 26 / 14 287 354 C9 TM STURDIVANT AVENUE "-SE (50, ROWS PROS Community-Management- Energy- Relationships _ .._ ..__�r_ _;.._._.. --._... - .._ .... - - .. .... .._ 1 ___. _-- _ . _ ._..... ..._ South, Suite 200 - --- _- _ -------- Jacksonville, Florida _.... _. _ -�. - __M_•_ -�_ --�-- •- - -a -- '- - Drive _ "-� �^ � J k II FI d 32224 0229 0.2 0.3` ;.0.5 0.5 0.5 Q.1 Elul' 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0. 0.1 0.1 _.. 0 F 1 \\\\ 0.3 ' 0 Fax e 904 730 41 Office 904.739.3655 1 ( I i0.3 ;,; 1.9 2.0 ;7I I, 2.1 +2.4 I www.prosserinc.com ;, - - - • IIJ ( o o Florida Certificate of Authorization ®®� JLN] I + + - Number: 00004050 0.3 3.3 3.2111 ;�.. _- ....... _ __. 1 r I P ! 4:5 3.6 I I P , + + `s "� , .. +5 + +3.7 X10 1 . 3.6 5.1 3 0 8 +1 .2 .5 .._ _ 2: \ SWMF 82A I 1 0.0 + + + 0.1 - ` 2 2.0 4.3 4.4 4.1 +2 +4 +4 +2 +1 5 1 .2 .2 4 __................ . . - .� � 10.0 � 0.0 +2.0 +3.5 +3.7 +4.8 �__+2.._0. +3..4 +3.2 +2.2 +1 .3 I 0 T L SALES o . + + + + _ 1 .6 2.3 2.5 4.4 + + + + t P b - :8- rv2.3 2.4 2.3 1 .9 to i 24 33 0.1 1. 2.0 1 .8 +1 .8 3.3 I I 1 .8 1 8 3.5 j 2. f 7. +11i8 10.0 4 5 1`.6 0.7 a. �. pyw i i �; a; ,� 4 � E I \\..__- AUTOMOBILE 0.2 i +3:`, +3.0 +1 .8 +1 .5 +3.0 2 1 2 6 4 6 /�� \ + 1 + + + +' + 0 .7 1 + + + 0.7 1.0 1 .8 3.8 5.0 5.0 3.9 1 .7 0.8 0.5 0.4 0.3 1i SERVICE STATION 10.1 ; + + + + __ - 6 0.2 5 3.4 1 .8 1.4.----2-6 __�_.._.. - L.. _ - _ ® - ._.- - - o. ® �- .v o..-®. ._. v of _ < �. +3.1 +5.5 I ` 1 7 3.2 2.6 1 .6 0.8 0.5 0.4 0.3 WITH MINOR T r lii 1 ' � . g � a. P 3 + + + + + + + + + + + + + + + + + + + �+ + + + + + + + + + Al!°T®Iil10TIi/ i € tl 2 2?7 1 .7 1 .6 2.5 4.9 6.91' �, 0.3 2.6 1 .7 5.3 7• 9 1 9.3 8.2 6.1 5.3 8.4 1 6:2' =- 6.7 5.1 3.1 2.4 2.4 0 .___. i I l` 17. 5.E z y -- - J:: 24 1 1.. 2 8 04 .0 i a I I I IQ:1 SERVICE �i + + + + + Ei + + + +� + + 1; + + ;! Tk , + > 0.4 4. 3.7 2.6 6.8 1 1 13 1 6. 418 7 3.6 4.6 I: ;;! 1 M.." _ _. * ;_ = + + +` + + + � � � �; i 3 ( 6.3 € 10. .13.8 7.7st1 ;:j 7.4 11 .1 14.3 . $.2 7.5 5.8 3.7 2.6 2.0 1.6 ; ;.2'� �•0'� � C}�.°8:�� �0 6�°��;a0 4< Q � <�1 •'`�. _� .. __ I i f � ��\ �// I i � 9 <s:'� "�f- Yrt,e. f _ 4 _- i 10.4 fI 3: 3.9 3.8 4.9 7.7 12.6 21 .0 1 .9 21 .9 13.5 9.2 7.2 7.1 8.8 13.1 19.1 23.1 24.5 15.1 11 .0 8.9 9.7 11 .8 12.3 8.7 7.3 5.8 3.8 2.4 1 .6 1 .2 8' 6 85, 04M " o.3`-v 02 1 __ 1 i 0.3 " .. + + + + + + + + + + + + + + + + + + + + + + + + I 2.6 4.0 6.1 9.4 13.2 17.6 20.5 19.5 21-3 18.7 15.5 13.9 13.4 15.0 19.0 20.9 20.4 22.4 20.5 16.9 15.2 15.2 15.1 14.7 13.6 10.7 7:2 4.2 2.4 1.4 i II J _ 1 a 0.1 G _.__..__. . _ ., _ 0.4 +2.6 +5.1 +10.5 +18.7 +24 + + + + + + +-4 + + + + + + + + + + + + .- �..?�.5�_ Zza 3D.`7-29.8_27 -�3-+Z6�.9_..24., _. .4- 0, --�9-a--�9-6- -. -3-�---z�3®� -r#-'28'2""�S'"2-'2� '1"®Z"I�'5 12.6 5.8 2.7 1 . 0.8 0 5 1. .............. .... 1 �1 1 A A A A A A A A A ®A A ®A I C + ® ® A A I ` ENIGINEEI�If�1C H. +36.163 - - + + + +R.2, + + + + + + + + + + + + + + + + + + _ + I + + 0.4 j 2.7 6.2 15.11 =r37 36.3 36.6 1*7 39.9 36.3 39.5::.® 40.6 36.4 37.7 •401 .9 39.6 37.7 41':� 41.4 36.8 38.9°'41.1 36.9 35.4 3 .0 31 J9 17.6 7.2 3.0 1 .4 0.7 4 Q �1 ._. - �a a :-- .. ....... P r F o0 Imes & Rosch, LL F I I + + + I + + + +° + + + �° + + + � + + + �& + + + + + + + I +17.0 + f1( I I Consulting Engineers 10.4 2.6 6.2 15.41 .2 38 36.6 36.E 1.3 &39.6 35.9 U .4 4 36.4 3 41 .13 38.3 36.0® 0.0 8 35.3 391 35.7 34.E 36.4 �7 6.9 2.8 1 +0 7 ___ _ 1 gg gg A A A A A A A A ' A Al 1 30 00 _______I r.-m"' 4 i r ; 0.0 Hartley Road, S 20 r cite '1 Jacksonville,Florida 32257 r + + + + + + + + + + + + + + + + + + + + + + + t *�E i 0.4 \\ 2.1 4.8 1 1 .0 20.4 25.7 25.0 25.0 7.7 26.8 24.6 26.4 27.1 24.7 25.0 26.8 25.2 23.9 25.8 25.6 23.3 24.2 25.2 23.0 21 .8 22.5 18.8 1 1 .0 5.0 2.2 1 .0I.O.7r CQ.� FL. Cert. of Ruth. 8107 _..... r I ' I0.0 904) 260-3031 I u _. _.,. I Ph X0.3 I�. 2.5 3.0 5.8 9.4 1 1 .6 12.0 12.3 3.0 12.8 12.3 12.6 12.7 12.2 12.1 12.5 12.1 1 1 .8 12.1 1 1 .9 1 1 .3 1 1.4 1 1.5 10.8 10.3 9.9 8.2 5.4 2.9 2.1 1 . _ '8 0 6 I Fax: (90-1) 260- 273 0.0 0.3 1 .9 2.1 _2..9 4.0 4.9 5.2 5.5 �.7 5.7 5 6 5.6 5.7 ....... 5.6 ....._ 5.5 5.5 -___5•_5_.. ._5_4 ..._5,4-._5.._3..____5.2_ .__5._1-. 5.0 4 8 --4 6 --4: _ _.._3.5 2.5 2.0 1.9 1,3 o.9 .5 .......-_........._.A- . _....... _.. _� _ --- _ _ 14 ��, 0.3 %'+1 .4 +1 .6 +1 .9 +1.9 � 1 .9 1 .8 1.5 ).2\\ 0.9 0.6 0.0 f ;. �- .... 1.... _ ... ,. �' X " -.+ _ ..... _.. ®_ .. �-t - .-..® ,.- ® -..,� -p _ --�- _+_ l s- ..: -� ®,o- - -+ _ _` ----� - ' - ... i. -,� _+ _ ,0 DATE • OCTOBER 12 2015 -- --` -� -. _ __ - - ..._..., r0.4 0.5 06 _0.8 0.7 \`;0.8 0.8-_. Q9 0 1.0 .1..:o....-..__1.0 1.0 1 .0 1 .0 1.0 1 .0 1 .0 1Q 1 .0 1 ;0 1 .0 .1 .0 0.9 0.8 a.8 0:7 0.7 0.8 0.7 0.6 0 5 Q.3 E 0.1 0.0 0 0 0:0 0 0 J • } ___L._�.. __..-_ _.. ._ ___ . _ ....--_ ._......._. _ -.- _...-.._ _ _ -_ __ _- _ ..... _ .__ _... .. ___ ___..._ _ __.. ... ___ .__.._ _ __ _ - _ _.. _.. 114001.01 __. _. __ ..- ... _ . ._.. _.,..- _ _._-__.. ..-...___ .._ ...__ . ......._ _ . . .. _.__..._...____._........._._ _. _. __:...:..�_--- -_--_ _. ...-- - - --- _.. . ---- _ _ ._ ._ ... _... _ _ . JET . . DE BY : DWS DRAWN BY : J LS SCALE : AS NOTED ATLANTIC BOULEVARDSITE BOUNDARY No. Date Revision (105, FLOW) _ 1 10 12-15 SITE DEVELOPMENT PLAN E: FLORIDA ENERGY CODE EXTERIOR LIGHTING DATA FOR SITE rum"HOT01MIETRIC L o 20' 40' c�,DRAWING NOT UNLESS SRELEASED _ EXTERIOR UNCOVERED PAVED AREA: 43,765 S.F. ABOVE SOLE: 1"=20'-0" SCALE: 1° = 20' UNCOVERED PARKING AREA WATTAGE: 2,625W (ALLOWED) UNCOVERED PARKING AREA WATTAGE: 2,508W (ACTUAL) '�T TITLE FBC BASELINE FOR ZONE 2: 0.06 W/SF (ALLOWED) SITE TOTAL SITE W/SF: 0.057 W/SF (ACTUAL) PHOTOMETRIC NSF�s' PLAN SALES CANOPY AREA: 5,928 S.F. No. 51249 SALES CANOPY WATTAGE: 3,556W (ALLOWED) ),WA-E � ` _ SALES CANOPY WATTAGE: 3,46OW (ACTUAL) ';'RFs L.Q,R ",/,,,/0 Ali � '<<,ii�i����� FBC BASELINE FOR ZONE 2: 0.60 W/SF (ALLOWED) Digitally signed by David W Simes TOTAL CANOPY W/SF: 0.58 W/SF (ACTUAL) DN: c=US,o=ldenTrust ACES SL,--1,0 Business Representative, ou=SIMES AND ROSCH LLC, cn=David W Simes, - - 0.9.2342.19200300.100.1.1=A010980 0000014CC3F9DD99000122E5 ©ATE S H E E T Date:2015.10.12 10:26:02-04'00' d Y 10/12/2015 10:21:55 AM,Simes&Rosch,LLC c�