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Home My WebLink About20090670 Ver 1_Site Plan_20090608 O O z Z z z W ~ U 0.. ~ W O Q o U ~ _ ~ ~ m J ~ e ~.4 O ~ r~~ s' ~ ~ ~ 1~ ~ ~ ~Y k.~ ~ ~ CJ ~ ~ G~ ~~a ~i H 4 adN aQtp ~ aQw ~a~} rY~d 4J ~t 3~~ O ~ ~ 1 E ~ --1 I ~ i ~ E ( _ _ i V / ? ~ ~ ~ l i t ~ i ~ LJ r Q ti ~ ~ l _ ' , v ~ r ! i "j ~ ~ i ~ ~ ~ ~ 1 t ~ E 1 ~ ~ ~ i E ~ ~ _ T, 1 ~ ~ W ~ r t L ~ ~ t ~ ~ i , ~ i ~ ~ ~ i r- O ~ 1 1 i _ - ~ ~ ~ t~ 4. f ~l LJ i t ~ r V ~ If~aEX ~ ~ ~ ti ~ ~ ~ ~ ~ ~ ` ~ ` _ ------J % I t ,i 1 ~ / 1~ ~ - ~ , ~ k ~ SHEET ~ ~ i T ~ SHEET DESCRIPTION ~ J ~ J ~ i t~----,.., ~ I; 1 1 1 ~ ,i ~ ~ ,J ~ ~ ~ , ~ Q ~ ~~4 COVER SHEET Q ~ O ~ a ( ~ ~ ~ ~ / t i \,J ~ ~ ~ ~ _ ~ - 2 SITE PLAN 8c SITE PROFILE w ~ ~ S ~ ~ ~ / r ~ ~ ~ ~ _ ~ 1 ~ ~ , ~ / ~ ' ~ L. o z / ~ ~ 3 / ~ v ~J STANDARD DETAILS _Q ~ ~ i i ~ ~ ~ 1 t ~ ~ 1y / \ ~ ~ \ ~ U - r' ~ ; ~ ~ ~ s ~ , e, t , ~ ~ ~ ,-1 jr : ~ i ~ / ~ V ~'~i ~ i ~ \ / ~ y' ~ ~ / V ~ ~ ~ ~ { ~ i ' ~ ) ~ i i~ i~ ~ i i , ~ i ~~v; ~ " , ~ i z, I, y ~ , , r ~ / ~ / 1 l { - ' - ~ ~ I ~ r `n "a 1 ~ t r'-'--~- ~ i :I j(~ ;;i~~ ~ V ~ 1?~ ( j 1 r,~ , 1 i, t I__ j _f ~ ~ ~ ~i ~ ~ / ~ ; a' L_ 6j F- _ Q ~ V C NITY MAP ~ - - ~ ~ G _ `J s i ~ ~ ~ I ~ C.,'~. ~ s i r c r ' ' STABILI E SCOPE AND~~L~IS A L GABIO~BASKETS ~ ~ t RK AREA SITE To ~ 1. CONTRACTOR SHALL. VISIT WO ~ j , - ~ ~-~~1~ ~ j ~ 1 ED 4 ~ , FAMILIARIZE THEMSELVES WITH THE PROPOS ; % ~ ~ , it ~ ~ ;s ; ~ ~ ; WORK. ~ ~ ti `i ~ ~ 4 ~ ? 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN FROM t ~ i ~ ~ ~ t r~s~~ti~, THE BEST AVAILABLE INFORMATION AND ARE l ~ ~ i ~ ~ , . , ~ ~ ~ ~ ~ J fr ~ 5 i ~ ~ ~ ~ APPROXIMATE. IT IS THE CONTRACTORS , ~ ~ ~ , ; i e I 1 i~ i~ /l ~ l~ ~ a ~~"1 1 1 'i i. 7 ~ \ ' 1 ~ j t ` 's i i , RESPONSIBILITY TO VERIFY THESE AND OTHER ~ , ~ ~ ~ , , ~ } ~ ~l ,ti JJ7v l ~ i ~ f ~ ~l i R CTION. NOTIFY ' ~ V ~ , ~ UTILITIES BEFORE STARTING CONST U , ~ ~ i r 1 ~ ~ ~ ~ ~ 3 ~ti ~ ~r ~ ATION COMPANY ONE CALL UTILITY ~ ~ ~ ~ ~ a UTILITY LOC % ~ ~ i ~ ~ ~ ~ ~ i LOCATING 1-800 632 4949 FOR UNDERGROUND ~ ~ ~ ~ ~ ~ ~ ~ ~,t ~ ~ ~ ~ ` V\- ~ - ~ -jam ~:1 ~ ~ ~ ~ ~ ~ LOCATIONS AT LEAST 48 HOURS IN ADVANCE. ~ 7 ; 1 y' `s , ~ t n J % 3 t ~ ~ 1 t ~ F - ~ ~ i f~'. ~ ~ 1 ~ j P 3. CONTRACTOR MUST SECURE BYPASS PIPE TO ALLOW FOR ; , 1 ~ ~ c j; 4 ~ ~t ~ s ~ 1 ~ l ~ .TRAFFIC. PIPE HEIGHT MAY NOT EXCEED 4 ABOVE z ti 1 ~ f tl i f ~ ~ ~ ~ 1 t ~ ~ ~ ~ 1+00 ti 1 ~ 1 i ~ ~ / ROAD GRADE. , u, - ~ d ~ ~ i z J , HALL BE RESPONSIBLE FOR i~ ~ ~ ~ ~ ~ ~ ' I ~ 4. THE CONTRACTORS ~ i ~ ~ 0 ~ ~ r , 1 ~ ~ t ~ ~ 1 R TECTING ANY EXISTING UTILITIES AND REPAIRING ~ ~ ~ r~~ i. S~ 1 ~ ~ i 1 ~ ~ ~ , ~ , ~ t , ~ 4 ; ~ ~ J i ~ y ~ ~ ~ ~ ~ ~ ! j ` \ i ~ i ~ \ nti~ ~ ~ ..ANY UTILITIES DAMAGED DUE TO CONSTRUCTION TO ~ ~ ; t. ' ~ 1 _ ~ t ~~~r~ ~1 i ~ ~ / ~ ~ ~ } ~ ~ I _ ~ i ~ ~ ~ ~ i i 1 EXISTING OR BETTER CONDITIONS. THE CONTRACTOR ~ , i ~ ~ ~ I ~ ~ , SHALL ALSO NOTIFY EACH UTILITY OWNER PRIOR TO i ~ ~ i 1 ~ ~ I BA KFILLING ANY UTILITY CROSSING SO THAT 'hf-IE 1 I I ` ~ OWNER MAY INSPECT THAT UTILITY. i i i ~ j j f ~ ~ 5. PROVIDE EROSION CONTROL PROTECTION FORALL / { ~ ~ % ~ ~ , ~ / ~ R TUBES. i i DRAINAGE ST UC ~ 6. A LAYER OF CONTINUOUS NON-WOVEN FILTER FABRIC ; ~ ~ , ; f ~ ~ ~ ~ ~ s WI ~ TH 9" OF #57 STONE WILL BE PLACED UNDER ALL ~ ~ ~ ~ ~ } ~ ~ 1 ~ 3 f i , , ; G ~ ~ t i ' STRUCTURES 1 ~ 7. RENO MATTRESSES WILL BE PLACED TO MATCH ' ~~i t ; ' t d i i ~ ~ ~ ~ I 1~~ EXISTING STREAM BED ELEVATION. i ~ ~ i i i ~ r i t ~ ~ 1 i ~ ~ ~ \ , ~ I ~ d 1 ti 1 I~ ~ 1 ~ ~ ~ j r-' ~ ` r~ 1 ` ! I I 1 \ ~ ~ i s t i ~ ~ ~ ~ I t i t ~ ~ r ~ ~ ~ , ~ ~ ~ 1 i ' ! 1 { ~ ~ ~ ~ ~ ~ i ~ ~ ~ i J ,i S ; ~ n4> ~ d ~ ~ j~ ~ ~ ~t ~ 1 t 1 ~ ~ k ~ ~ ~ F ~ ~ ~ ~ ~ ~ 1 I ~ 1 1~ t~ 1 ~ ~ S ~ i } ~ L ' ~ ~ t S-' I r > ~ ~ ~ ~ ~ I ~ f ~ ~ ~ ~ 1 E ,1 ~f' ~ ~ ~ ~ ~ i 2 ~ Z 5 i ~ ~ i I 1 f} ~ ~`~aS ? ~~fi~ ~ ~ \Jx1v 1 i ~ ! i ! t i ~ ~s ! ~ ~ i f ? ~ ~ r r _ i'~ ~ ~ ~ { r i'. ~ i' ~ ! i i -SAS--~-~n>- EX.ISTiNGUNDEB-GROUND GAS r, r; EXISTING UNDERGROUND WATER. --ss-~-65---- EXISTING SANITARYSEt~rER EXISTING STORIa1 SEWER l EXISTING SANITARY SEWER MANHOLE - - ~ EXLSTING STORM SE\0'ER MANHOLE ~ - EXISTIt~`G CATCH BASIN - - - - wa - - ~ EXISTING tiVAT'ER V ALVE s~, EXISTING WATER VALt~`E - - - m>> E~dS7'fNCTPOtt1ERPOLE d~ EXISTING TREE lli~ - EXISTING CONCRETE CURB AND GU'1`TER - - I EXISTITIGCf1NCRETE - - L- -~---L3--- - EXISTING CHAIN LINK FENCE M ~s, EXLSTING LIGH"I' POLE PROPOSED SILT FENCE l+ao PROPOSED CONCRETE CURB AND GUTTER p PROPOSED STORM SEWER MANHOLE HESS ZE SHOP E Aft D I N STA~~ PROPOSED CATCH BASIN STAB L DE GAB 01~ BASKETS DES ~xL s/I3/Q9 ~ NOTES: DRN CSA. IOI2F/0~ ~ncT pnQ~ nQi~i~ ni iT~ni i i~~opn~~~n~~~iTc CHK X00 d 1/ r L--nJ I- E r\I\I\ VI\I VIL VV I I r\ LL IIVII I\Ij VL_IVIL1\4 1 J REV REV DATE DESCRIPTION OPER. °062 ° ° VAN STORY HILLS SUBDIVISION APP REFERENCE: DRAWING NO. CAD. iDIVISION scpalI E: IJ !E (24` X JJ _A r. v z 'H PROJ. MGR. ENGINEERING & INFRASTRUCT[TRE DEPARTMENT SIZE ('111" x 17").- Jai TO SCALE rlmd PROJECT NO. OPER. 433 HAS' STREET FAYE'I EVILLE, IBC; 2,8301 DESiGP4 BY'- JHL DR.AWkl E; Y: CSC', J 8' MAX STANDARD STRENGTH FABRIC NiTH WIRE FENCE NTS 8' MAX EXTRA STRENGTH FABRIC WITHGUT WIRE FENLE PLASTIC OR STEEL POSE WIRE 71ES .STEEL POST HIRE FENCING WIRE FENCING z ~ FlITER FABRIC WOVEN FlLTER FABRIC ~ ~ a /5 WASHED STONE °a ~m~ .w _ s , IMO~C~L~1d~L N " _ O I _ iv BACKFlLL TRENCH AND COMPACT THOROUGHLY \ ; ' ANCHOR SKIRT 8' MINNAUM DEPRi i ~a ~i i t5~11~1^l . ` il`4~(: ~.4+~~ P~I*a~4~ l IO.IM i\ , ~ 4' MINIMUM WIDTH Sa.~RAL NOTES: aT N NOT 1. FlLTER FABRX: FENCE SHALL BE A AflNIMIAA OF 32° IN WRTM AND SHALL NAYS A ARWNIAI OF 8 UNE VARES ; ; WIM 12" SFAY SPApNG. 1. FlUER BARRIERS SHNJ. BE NSPECIEO BY THE FlNMICWJ.Y RFSPONSBLE PARTY ql H6 AGENT BMAEDIATELY MFR EACH RANfA11 AND AT IEAST M6Y OURNG PROLONGED RAINFALL ANY REPAIRS. 2 WOVEN FlLTER FABRIC BE IUD YIfWRE SLT FENCE LS TO REMNN FOR A PERKXI OF MORE TFNN 30 QAYS NEEDED SHNt BE MME IMMEDIATELY. ''~\i ~\i' ' 3. SIEFI. P~1S SHALL BE 5°-0° IN NE(GEII' AND 8E OF 7HE SEtf-FASTENER ANfiE SffEL TYPE 2. SHOULD lF~ FABR~ DECOMPOSE OR BECOME INEFFECINE PRIOR TO THE END ~ TTBi EXPECTED USABLE UFE AND 1HE 84t88ER STRL IS NECESSARY,IHE FABRIC SHALL ~ AEPlACEO PROMPtLY. ~~,~-,,,~i~, j, RENO MATS, GABIONS, AND OTHER STRUCTUR 1° ~~~I~. ~DT=E'~'C~L~ _ TER STRUCTURES 4. VRRE FENCNG SHALL 8E AT LEASE X10 GAGE WTM A MINIMUM OF 6 LINE WIRES WDH 12" STAY SPACMG, 3. SEDIMENT DEPOSR5 ~IOIN.D BE AELIOVED WHEN DEPOSAS REACH NAIF' 1HE HEXDIT ~ THE BARKER /\t~/\`/ ~ . i S TURN SILT FENCE UP 9APE Ai ENDS. ~ ~ DEPOSITS REMANMG 0d PUCE AF1ER THE SILT FENCE IS REMOVED SHNl BE DRESSED TO COF~ORM TD THE EXISTING GRAS, fM1EPAAED AND S®ED. 6: WIRE MESH SHALL BE MIN. 13 GAGE WOH M419MIDA 12` OPENINGS ~ ~ ~ ~ ~'~\%\i X57 STONE 7. WIRE AND WASHm SYONE LS REQURED TO 8E SHOWN ON PLANS AT THE TOE OF SUES GTTFATER 7FWI 10 fEEF VERTICAL (~1 6 NOMINAL THICKNESS 8. ORANGE SAFETY FENCE LS REQUI~ AT 84CK OF SILT FELX;E WLEN GRAIXNG IS AD1oCEM TO SWRA BUFFERS, r ~ ~ ~ ENGINEERING STREAMS OR WETLANDS (REFER TO SWIM BUFFER (XRDELNES).1HE COLOR ORANGE IS RESERVED FOR VISUAL IDETAIFICAROFL OF ENVIRONMENTALLY SENSRNE AREAS. FABRIC TO BE B. DWWIAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE LAID ON NATURAL ENG9D7RING $ IIFWSAiUCNAE CML ENGINEERING OM90N 10. SLOB LENGTHS CAN NOT EXCEED CRtTEflVV SHOWW IN TABLE 6,82A NORTH CAROLRi4 EROSION AND SEDIMENF , „n,~ENGMEERW6 $ NRUSIRUCNRE DEPT. EARTH FREE OF ST N 0 E, 433 NAY ST. 283(11 COHBtOI PLANNING Ate oESK;ri kWNUN. ~I~]I~~~/~~l CML EN(;RIEERINC dW510N (919) 433-1656 11. DO NOT INSIiW. SETXMFNf fEt~E ACROSS STREAMS, DRCNES, WATERWAYS OR DINER AREAS OF CONCENIRATID 433 LNY ST. 28301 AND SHARP OBJECTS: FLOWS (910) 433-1656 TYPICAL DE TYPICAL DETAIL. OF HIGH HAZARD STRUCTURE, STON iUCTURE, STONE, AND FABRIC TEMPORARY SII,T FENCE REVISION DATE 4 22 2009 DRS 4 22 1009 DRAWN BY CSA DATE 4 3 OB DRAWN BY CSA CAD FILE : RIP-RAP DATE SCALE N.T.S. CK~I N.T.S. CK D BY CSA CAD FILE : TEMPSILTfNCE SCALE N.T.S, CK'D BY JPB DES ,i~{I, 511.3/Q9 NOTES: ~~uv c~~ ~olzsla~~ p, ~ DEVILS FUR: t1 d~ CHK ooa gWCtff VUe EAST PARK RIVE OUTFALL IMPROVEMENTS REV REV DATE DESCRIPTION QPER. APP 0°°z° VAIN STORY HILLS SUBDIVISION DRAWING NO. CAD: REFERENCE: PROJ. MGR. 1~INEERINGDIVISIO SCALE: NOT'COSCALE DATE: MAY 13,2009 SHEET NO. PROJECT NO. OPER ENGINEERING & INFRASTRUCTURE DEPARTMENT 3 433 HAY STREET FAYETTEVILLE, NC 23301 DESIGN BY; JHL DRAWN BY: CSA N.T.S