20031152 Ver 1_Site Plan_20070831

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No. Revision Date g 1"=5' Vert. :'ER 1C: 1Si REVIEW 06/02/03 PMO W&R 1"=50'Horz. Sheet No.
P LP - Drawn By Date LP "NO REVIEW 07/03/03 pMO Drawn By Date
i0C FINAL APPROVAL 08/11/03 PMO PMO 05/05/03 GLENKIRK GREENWAY G002 PLAN & PROFILE 1 3
- - --PPRO Q REV'e W 01 /12/04 PM0 Checked By Job No. ENGINEERS I PLANNERS I SURVEYORS .I
i - - - - JEC J_ 203112-- 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax: [phone] www.withersravenel.com

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I _ (88-60PL) _ ~ LLNCP aPTl~s ~ RB 6• MAN. SEEDBED PREPARATION
I6 ~6 E ~ ( 8~_80PL ) ® 6~ DENCH 3/16' x 6' SD. v/GSSIL V SHERCaNDSCR. _ ? D• DEN~M Sr L, PLAiE NYLON IOCKNUT - ~e° I VARIABLE a5 OWECIED BY THE ENGINEER 1) Chisel compacted areas and spread topsoil 3 inches deep over adverse
f - ~ - f--i - -C~ 1U' 6" ..LEAR - 4' 0' CLEAR SLAi OPTIONS soil conditions, if available.
i PRpVIDE STEEL LATCH- END CAP STANDARD WUUD ? 'CEDAR' RECYCLED PLASTIC MIN. 11-, 1 cA. 2) Rip the entire area fo 6 inches depth. / INRaMEDIATE 3) Remove all loose rock, roots and other obstructions leaving surfaces
WITH RINGS FOR KEY WELDED D' x I Non.) s LACK BOLLARD (SEE PROFILED scars ? 'GREY' RECYCLED PLASTIC ~ GRL, ur"e v~~s' WRES reasonably smooth and uniform. ~
L(,P i[1P - CAP TpP SEPARATE DETAIL) ~ sEE scar oPnons) _ ®'REDUODD' RECYCLED PLASTIC 3/e• x r ~ STL. BAR PL i WELllE[ ~ 4 X C x 1( GA STEEL-,~ WELDED ~ ? 'GREEN' RECYCLED PLASTIC Ln PLgsrlc 41L FEN F -L 4) Apply agricultural lime, fertilizer, and superphosphate uniformly ~ LINER IN TALL 10 C D and mix with soil (see below*).
T 'N ~ UBI G 1 - ? OTHER Ij _ _ - -i- 1/~' K I 1/~' 5 N praDE 5) Continue tillage until Dwell-pulverized, firm, reasonably uniform
S.STL. LAG SCR. POUND STEEL- ~ a/s• x ~ yr 37 /6 seedbed is prepared 4 fo 6 inches deep. ' ' ' ' ' ' ' ' ' ~ ' ~ 6) Seed a freshly prepared seedbed and cover seed lightly with seeding
Srl BAR D/ ~;~r, srHLnuLE I 12 yg„ sr Q" (I-I IS LIVER 5' 3/e• x r ssn 3/16 N I k' sn, BAa equipment or cultfpack offer seeding.
I .S - r•' Pi_'S i ~ 3'-4' BiN. SKI. H0. 3' S0. M 1/.' 2' % 1' (NDx + SLAi$ - LAG W/ VASHER V. STL. TUBE + SEE SIAi OPTION ) 7) Mulch immediately after seeding and anchor mulch. 8) Inspect all seeded areas and make necessary repairs or reseedings
' j- / 2 X ~ X II GA. STEEL TUBING a/s• x , vz~ ssn. Iy ,i I1/ „ CAP SCR. V/ LOCKNUr 2 7/B' 0.0. z 7/B• D° FRONT VIEW within the planting season, if possible. If stand should be over
l6 X16 STL. PIPE 8 1 'I 'r $TL. PIPE 8 %'b 60% damaged, reestablish following anginal lime, fertilizer and
- ~ 8 yq" (88-60PL) GALV Prof I , -3000 PSI, CONC. r ~ TRAIL SURFACE (88-80PL) ` seeding rotes. srEELPOSr 9) Consult Conservation Inspector on maintenance treatment and
G'nvP) - Ti%'• i FOALING trm) swwRT I2° NDTES "°YEN w1flE fAealc ferfilizotion after ermannenf cover is established. SLAT pPtIONS SILT FENa FABMC p
_ U AlL STL MEMBERS CUATED W/ ZINC RICH ~ l _ _ -N57 WASHED STONE arP+ ~°o"r~sl NDTES RICH ? 'CEDAR' RECYCLED PLASTIC LYESTER ~ * Apply: Agricultural Limestone - 2 Tons/Acre (3 Ton per Acre on cloy soils)
I L) AlL STL MEMBERS CUAIE? W/ 21 NC RICH EPOxr THEN FIM SHE? w/ BLACK POLYESTER COMPACTED SUBGRapE IrrP>, USE TYPICAL CONCRETE EPD%Y TNEN FINISNED w/ DLAeK PaLYESTER PownER OonnNG. ? 'GREEN RECYCLED PLASTIC ~ FaL ROPE Fertilizer - 1,000 lbs./acre - 10-10-10 wl n • Fp7 REPAIR Qf $Ili ? 'GREY' RECYCLED PLASTIC NDffL z FENCE fgauRES, usE
`1`'rrr~ ~ " 95% STD, PRpCTOR FOOTING DETAIL FOR ' POWDER COATING. 2.) DuMar PRU?UCT OR EQUIVALENT. i ~j' 6 s-- THESE PASTS 2a• ,a) NRsTwASNEOSioNE Superphosphate - 5001bs./acre - 20% ® 'REDWOOD' RECYCLE? PLASTIC -USE SILT FENCE ONLY WHEN DRAINAGE AREA y°• ~ FOq ANCHOR WHEN SILT MUlafl - 2 Tans/Acre - small grain Straw
I IIrP) 2J DuMar PRDDUCT OR EQUIVALENT. ..a ' 3a' 24" DuMar vrE FuRnlsnwcs SERIES p 40-32PL D-32PL ? DiNER DOES NOi EMCEED I/a ACRE AND NEVER IN n •.p ~ GRADE FENCE IS PROICCTING AaEAS DF coNCENmA¢D now calm eaSN. AnChar - Asphalt EmUI$lan ~ 300 gal. OCre
STEEL. RUUND PIPE, ANCHOR POSTS - 4 X 2 X ll GA. ~0 LX~PA STRUNG. TUBING. ALSO PROVIDE ONE PGST ?uMor: slrE roemswmcs PRDDUCT p 88 SERIES PL CAROLINA RECREATIONAL PRUDUCTS, INC. i, INC. b 6' WN. COVER AVER SHIFT •
t' TO ANCHOR GATE ARM WHEN GATE P.0 BUx 2924z 78,5 l~D„ 5.563 D, GREENSBORp, Nf, 27429 IS OPEN CAROLINA RECREATIONAL PRODUCTS, INC. L336) 288-9083 I-800-542-3887 P.0- BOx 29242 REw90N5 " 887 DATE DESCRIPTION oaecr~EO arEnaxEER • ~
i t2' m GREENSBORO, NC 27429 12° O [phone] 1-B00-542-3887 1°/B6 ~,E A°DIlIOtR 5,5.5. CONSTRUCTION SEQUENCE I 10/68 DELPLN.WEW NOTE $.VIfW MHD
METAL GATE: BACK ELEVATION ICJ No>E AoanoN WA I VI W 1) Obtain Grading Permit, aJ96 REWSE FENCE FABRC GMA
FA LNG TOW STR ETlP RKING LOTffRAIL HEAD C ARDS E A ( ) STD. No. Instal! all erosion control measures os shown. _ 3) Obtain Certificate of Compliance through on-site
STANDARD BENCH TRASH REC A L STANDARD TEMPORARY SILT FENCE a.o1 inspeatian by TaWn Erasion Cantral Engineer. 4) Proceed with grading. I
i 5~ Clean sedlmenf basins when half full. ~
6) Seed and mulch denuded area within 30 days alter finished grades ore established ~
ANCHOR POST 7,_c. 7j Maintain soil erosion control measures until
GATE permonenf ground cover is established.
ANCHOR FOST- 3' SQ. x I/4' W. STEEL TUBE PoRTIGN ro BE REMOV~O 8) Request final approval by Town Erosion Control 'I PORTION TO BE REMOVED ANO REPLACED Engineer. I A 1-1/2" DEEP CUT WITHIN THREE (3J WORKING DAYS
0 TRAIL DULLARD ' 1/a X I t/a' THUMB SCR in FLARE PAVED It/16• (3 PLACES ) sHAU aE MADE 9) Remove soil erosion control measures and stabilize PERPENDICULAR To these areas.
ADDITIONAL BULLARDS- SURFACE 12 GA. STL - BACK OF CURB AND 1-1/2" DEEP SCORE I THEN PARALLEL WITH
AS SHOWN I GUTTER LINE
CJ _ 45• STL DOME ? U COVER W/
HINGED ODOR TRAIL SURFACE -
1 ADDITIONAL BOLLARDS O.H544 t-I 2" DEEP SCORE / SEEDING SCHEDULE
TO STREET / ° i ~I TRAIL HEAD/ 2.13604,
PARKING GATE POST 4'-'" 1.53790 LUT - 6'-0' _ SHOULDERS, SIDE DITCHES, SLOPES (max. 3: 1)
DATE TYPE PLANTING RATE
3'-T I a.. Au 15 -Nov 1 Tall Fescue 300 Ibs/acre :o. • ~ Nog 1 -Mar 1 Tall Fescue & Abruzzi Rye 300 Ibs/acre
I PLAN VIEW 2~-6" r I e 0 oc - 3 0 bs 1 ~i6 Mor 1 Apr 15 Toll Fescue /
NTS eurTER uNE 45' a BREAK Apr 15 -June 30 Hulled Common Bermudagross 25 Ibs/acre July 15 -Aug 15 Toll Fescue and 35 Ibs/acre STEP ONE STEP TWO Browntop Millet
NDTES' CONCRETE SLAB NorE: or Sorghum-Sudan Hybrids - I
U AI_L METAL SHALL BE GALVANIZED, THEN PRIMED AND PAINTED WITH TWO COATS EE BENJAMIN MOORE HUNTER GREEN METAL ENAMEL. CURB AND CUTTER SECTION SHALL SLOPES (3: 1 to 2: 1)
ALL JOINTS SHAi_L BE WELDED SOLID. ASPHALT TRAIL DuMor: srtE FIRNISHInas SERIES % 47-30 47-30 BE REMOVED IN ACCORDANCE WITH DRIVEWAY WIDTH APPROVED BY THE TOWN. Mar 1 - JUne 1 Se/iCea LeSpedeZa ~5Carlfied) 50 Ibs/acre
I 3? CONTRACTUR SHALL PRpVIDE SHUP DRAWING TO TOWN OF ANCHOR LATCH ASSEMBLY pN ARM CAROLINA RECREATIDNAL PRUDUCTS, INC. I AND ANCHOR POSTS. NOTE P.a. Box ~92a 74 INC REVISIONS IF PERPENDICULAR CUT IS WITHIN 12' FROM A JOINT, THEN and DATE DESCRIPTION THE PARALLEL CUT SHALL BE MADE TO THAT JOINT. Mar 1 - Apr 15 ADD T011 FESCUe 120 lbS/acre
a; 3' DIAMETER REFLECTORS W[TH GALVANIZED METAL BACKS SHALL BE ATTACHED TO THE GREENSBORO, C 2 29 STREET/TRAILHEAD SIDE OF THE GATE, pN ALL PASTS AND IN CENTER OF GATE ARM. 4' CONCRETE SLAB 3000 PSI, FINE BROOM FINISH, (336> 2B8-9De3 I-eoD-sae-3887 I (TYPJ PERPENDICULAR TO DIRECTION OF TRAVEL. 887 and Mar 1 -June 30 ADD Weeping Lovegrass 10 Ibs/acre
I r - _ or STD. No. Mar 1 -June 30 ADD Hulled Common Bermudagross 25 Ibs/acre ~
I STANDARD METHOD OF REMOVING EXISTING CURB
METAL GATE & TRAIL BOLLARDS CONCRETE SLAB FOR TRAIL BENCH DOME COVER N 3.12 June 1 -Sep 1 Toll Fescue and 120 ibs/acre FDR A DRIVEWAY APRON INSTALLATIO erawntap Millet 35 Ibs/acre
I SIGN iACE RAISED 2° BORDER STEEL DOMETOP WELDEDTO 4'-0' CLEAR (TYP.) or Sorghum-Sudan Hybrids 30 Ibs/acre 9awAlN U• Sro A °+reoa6 °"M'"6,~P ~~,~I Sep 1 -Mar 1 Sericea Lespedezo 70 Ibs/acre
bf i T h REVEA'" RAISED BACKGRUUNC, TOP OF BOLLARD 5' CLEAR WHEN CENTER 1" BEVEL (d 45° (TYP.) nD>£ rD coxTRacrat: I coniRACraR. LO B - 6 0~ I P"- I
AN G ROU1 E D LETTERS - - l 6' LONG 4" DIA. STEEL PIPE POST ISREMOVABLE -cREEnwar iRA~L cues c ~ ~ ~ 6x8 POST TYP. WITH 8' DIMENSION -au DoncRErE swan eE BOLLARD -GNEENWgY iRAll CURB CUTS 70 BE 8' w Vn01N. JPOJ,Oa,~l ~s~~~')- v.ll L Unh Ulled-Un Scarf fled) 5~N5,° and Tafl escue 120 Ibs/acre -ALL concRETE sHAU eE JDDD Ps.l. BACx of SIDFwALK DROP r^ ~ Nav 1 -Mar 1 ADD Abruzzi Rye 25 Ibs/acre
L ~ 9NG FORWARD I 'I 7 ~ ` ~ - 5' O' 7 -ELEV. -s' uwus ELEV..) -ELEV. -O" MINUS ELEV. "A- EQUALS I INCH. 3• ' ~ SECTION B-8 Consult Erosion Control Engineer or Soil Conservation Service for additional I
LOCKING EYE, WELDED TO pRlvEwar er DtrIERS 51DEwaLK EYE 80LT ON BACK & PIPE BOLLARD FRONT OF BOLLARD - S[GN FACE _ _ ,DPa information concerning other alternatives for vegetation of denuded areas. ° uY^^~^ , ~ ~ aRB The obove.vegetafion rates ore those which do well under focal conditions; j
? lia' HIGI+ COLESBRANCH 6X8 POST (WITH (MIN. 3-V2' WIDTH) LOCKING EYE, WELDED TO ~M~ h r In rote combinotionsare ossible. of e seed q p
'LzT OREENWAY 6' DIMENSION GROUND INSERT v CONC. TRAIL FACING TO SIDE)-~ 6"x6"POST, S.Y.P. ~ APRON w/5' MIN. AIL 7,~',yO /6' MIN. ASPHALT TRAIL °F~S vARA6LE1oRx6t GGTI[R Temporary - Reseed aCCOrding f0 OptlmUm SeaSan f0I deSlred permonenf
1Y4. H,SH rowNOFCUIr PRESSURE TREATED THICKNESS ~'-lC' TEX' - S' S"DIA GROUND INSERT, FOR GROUND CONTACT. 5.5' $ * tDEnCEfD17:1(133Q SECTION A-A i vegqetation, Do not allow temporary cover to grow over 12 Inches in height s' ,z° be7ore mowing, otherwise fescue may be shaded out. 5.5' B A Nom . IgILTgN n 9NE a eoTN
+ FINISHED GRADE 3FT.LENGTH B i I I ~ g~ \ / EI°ANWCN JOxi ME RENRN EahxD DUTBDF ,T6 V SIDEWALK
- TRAIL PAVING FINISHED GRADE +a.Ex ,D.6x ISOMETRIC VIEW
' COMPACTED - I -I 1/2" E%PANSION--~ RISE e"v......... vvev.v. 4Z" RADIUS o f 250G PSi CUdC, T- INT _ JO al "••~•S` EWAFbIb1 Janr
F OL71 !l YP) ~ SUBGRADE BENEATH - _ vvvv'o°::.ae'. K o voo,9wvo evo":"oao'v _ CONCRETE FOOTINGS, (TYP.) _ _ DRIVEWAY A _ - _ - - APRON S' W A WwA1.9• A B lFy~. 5~ ZOt AE INAT A 'I~ - AND NOTE I
N57 WASHED - - pp I _II N - COMPACTED I I I I BACKFILL I/2 TED I 2• C~ANSION ,qmr / 6 O.D' S.6' 7.3' 6.5'•' i
I Sll]NE (TYP.) I II~"II = ExPAN f- 1'-5 - ~ N - EXPANSION JOINTS JOINT 4 EXISTING CURD AND GVTTER E%I$TING - EXPANSION s zD 7e ze s.D JOINT 5 2.5 8.3 SI l6 SDEw0.rc 5 30 6.8 6.3 4./
-r - _ I FRONT ELEVATION 1 ~ SIDE SECTION II LI I T PAVEMENT c CONCRETE SIDEWALK w/ s' a.D' 9.6' B6 1B' 6" MINIMUM THICKNESS 5 a. T 7 1 xor LESS MAN I~~Sf
- I I D 1= ~ TYPICAL - - - - nog: N.' TYPICAL SECTION s s.a ID.B B.D J.I r FULL Nxai N.T.S. 6-K-(Af9.) anee[TWCEM u,E,;A.
COMPACTED SUBGRADE PLAN VIEW r~l~ N ~ S CONCRETE FOOTING • ~ T cuRB sMau aE uRERED ro L FINISH EWSH Wllw SIDEWALK. B =DISTANCE FRpA FRONT EDGE OF yDEWaLN rWls PDRnm DF RAMP RAMPS IEAED TO i0 BACK POMT OF 11:1 (&JJ%J ROPE. L~sWA'~uc w4itt F wa K. IRED oR Au , SIDE L • A WA RE tmTE a 8 LN dF SIDE Il( DROP W (SEF )
T 3000 PSI 30 DAYS (TYP.) N..5. REMOVABLE 80LLARD: C~ U SIGN SHALL BE IDCNTICAL ON BOTH SIDES. z. BEaNNNC Raoms swat nor ENatoaOw aN SIDEWALK ROPES. sEE Ixgi A !HAIL NOT ENCROACH ON " BACK OF $IDEwgIK DROP REWIRED f01t SIDEwA1K AND NpTE I IE$ BASED ON A PROJECTION ROPES 0.01.
ALIGN POST 8 SLEEVE SO EYES ARE aOdacENi PROPERnes easEO a4 a PRO.~cnoN ~i MA1EKiALS CEDAR OR REDWOOD. LOCATEDA78ACKANDFRONTOFPOST, REMOVABLE BOLLARD: FD(ED80LLARD TYP.: oEn+EPROPERrruNEFRaurwERIGwTOrwa INE iRpA THE RIGHT OF WAY PLAN VIEW ,
NOT STICKING OUT INTO TRAVEL WAY. TYPICAL WHERE SHOWN NOTE: BOLLARD SH LL BE INSTALLED ON ro >NE cuRa uwE 3) COLORS ]7CRAN "ARTIST'S CANVAS' FOR SIGN FACE BACKGROUND & DURUN 'HOLIDAY GREEN' FOR ALL OTHER BOTH SIDES OF GATE TO CLOSEST TREE, 3. 9DEwaLK sECnoN swan nor eE REOUIREO aLc REN$ION$ STREETS WHICH aRE NOi PLANNED FOR SIOEWAL 91AL1 NOi BE REWIRED ALONG NOi PLANNED FOR SIDEWALK. REVISIONS
EXPOSED SURFACES, INCLUDING LETTERS, BORDER OF S[GN FACE (OUTSIDE OF REVEAL), AND POSTS, SEE NOTES RE. SERVICE GATE FOR REMOVABLE80LLARDASPROVIDEDBY CREEK OR OTHER OBSTRUCTION. DATE DE$CRIPnON 4, rHEraw+ISNOrRESCOnsISLEFOR~+ICLESn GATE DESCRIPTION ALL WORK MUST COMPLY WITH NC STATE BUILDING AND HANDICAPPED ACCES$IBIUTY CODE VOL. 1C. IESPONSIBLE FOR VEHICLES THAI S/ID/01 WIDER RAMP 'MD1H
4> A~~LY pNE CUA I pF PRIMER AND TWp FINISH COATS. BOLLARD FABRICATION AND FINISHES. CALPIPE MANUFACTURING, LOS ANGELES, Iz/es ExP. .mr. aootD oou DRac p1E ro cRaoE oP oRlKwar. THE DRwEW ( BOLLARD COLOR: SAFETY YELLOW CA (1-800.225.7473) OR APPROVED EQUAL. +vee xoTE aoolTwN RwD PRwatELr MalNraiNEO. I +D/ee noTE aoanOn cVa E OF DRIVEWAY, iNE DRIVEWAY IS TED. SHEET 1 OF 1
I n STD. No.
LE BOLLARD N REMOVAB WAY Slu SMALL GARY GREEN L R NWAY TRAIL APRON G EE D STANDARD WHEELCHAIR RAMP RON 3.1~ R
STRIPES ARE PAINTED WHITE UN 2a I THE WALKING SURFACE SHALL BE AIP RESISTANT.
I EXISTING PAVEMENT ---2d SIDE SLOPES. CUT AND FILL SLOPES ANA~W tff1ECTABLF WARNING DOMES SMALL COVER iNE FULL Nip TN AND DEPTH OF THE RAMP BOOR ~R11" INE DEIFCiABLE WARNINGS SHALL CONSIST Of RA15C0 TRUNCATED DOMES WITH A DIAMETER
SHALL TIE INTO EXISTING SLOPES TO 2° BITUMINOUS CUNCRETE I-2 SURFACE CREATE AN EVEN TRANSITION. COURSE 117~p ~~~A xawn wrWA OF NOMINAL O9', A HEIGHT OF D.1' AND CENTER-TO-CENTER SPACING OF NOAHNAL 1.35'. THE RAMP MAY BE YELLOW IN CaOR OR ANY COLOR WTN a 70% CONiRASi RADO.
-mN LnW 2 CROSSWALK YAOHIS ANO CONFIWRABON VARY. MUST CONFORM 10 1RPiFIC DESIGN $TArv0AR05. '~-4 wort 3 NOR1H CAROLINA GENERN STATUTE IJ6-u.1a REWIRES THgi ALL STREET CURBS BANG CONSTRUCIEO DR
RAT A MOUNT SIGN TO POST TO NCDOT - 6' AGGE G E B SE SIGN , AECONSWUCTED FOR MAINTENANCE PROCEDURES, TRAFFIC OPEPARWA REPNRS, CORRECDON$ OF UTILITIES D ~ OR ALTERED FCR ANY REASON AFTER $CPTEMBEP 1, 1973 SHAG PROYx1E MNEELCNMR RAMPS FOR ME ~
COURSE SPECS. ALL HARDWARE TD BE STOP I GALVANIZED AND FIlEO TO PREVENT OI u ~ A PHYSICALLY NANpLAPPEO Ai ALL MTERSECTIONS wHE0.E BOiN WAB AND GUTTER An0 9DEwalKS AaE 1 ~A ~,w FRONDED AND Ai OTHER PgN1S U PEOESTAIAN FLOW. IN ADDIROn SECPON 216 OF h1E ID7J FEDERAL up InGNWAY SAFETY ACT REWIRES PROmSON OF CURB RANP$ ON ANY WAB CON5IRUCTIpv AFTER JULY t, 1976 WXEIHER A SIDEWALK IS PROPOSED INIRAiLY OR I
THEFT/ REMOVAL. IS PLANNED FON a fUNRE DATE. YAUWt DIE AMERICANS WITH OISABILIRES AC7 (ADAJ aF 1990 EniENO$ TO MO`nWN.$ WIM pSaBNRES.
- - - I SHOULDER - 8 0 SHOULDER ra,n COMPREHENSIVE pWl RGN7$ PROIECRWS SIMILAR TO THOSE FRONDED TO PERSONS On 1HE BASS CF °I'•~'WW~^ RACG SE1C NADONAL ORIpR AND RELN,TON UNDER 1HE pNl RIp7TS ACi 6 1961. THESE CURB RAMPS 5 -O„ HAVE BEEN DESCNED r0 COMPLY WITH RILE III OF R+E aD0. BECOMING EFFECNVE DN JANUARY 26, 1992 4a Anc • to n
I 10'-~" 4'x 4' POST 5' ~ ~ ASPHALT TRAIL/ GREENWAY 4 wHEEICHAR RAMPS SMALL BE PRONGED AT LWANONS AS SxOwN ON THE PLAnS OR AS DIRECTED BY THE ENONEEfl, WHEELCHAIR RAMPS SHALL ~ LOCATED AS INDICATED IN THESE DETAILS; HOWEVER, ME I
2% MAX CROSS SLOPE SIDE VIEW DFTAII SHDWW.G TYPICAL LOCATION OF WHEELCHAIR LOCARW MAY BC ADJUSTED AS OIRECRD BY THE CNGINEER WHERE EMISRNG UGHI POLES, FlRE HTDRAxiS, I RAMPS PEDESTRIAN CROSSWALKS AND STOP LINES SHau eiEP Aao BEr~ENPixi aiuvs AT Au Loanaus, Nor LESS rxaN 2 F[er or rvu N[ICnr Lune
3'-0° 2" 2" 5 NO SLOPE ON THE WHEELCHAIR RAMP SHALL EKCEEO I'/I' (11~i) IN REU110NSHIP TO CRAOE OF THE STREET.
ii - I' 6 IN ND C45E SMALL THE W107M OF THE WHEELCHAIR RAMP fiE LF55 THAN 4O' (3'-4') HOWEVER, WDM MAY E%CEED b'
"-11 ~ I D- T I T N- I I I I- I I _ - I I I I I- _ _ _ ~ - I'- - - 1'- ~ 7 USE CLa55 "B- CONGiETE W1M a SIDEWALK FlmSH IN ORDER i0 WTMN A POUGN NON-5X10 TYPE SURFACE. aaTWw (SEE SHEET I FOA SURFACE DESIGN)
' GEOTEXTILE FABRIC i i [AmW¢ ^vaM^.MOIa 8 A I/1' EMPANSION JOINT vALI BE AEWIPED NNERE THE CONCRETE VMEELCHAIR RAMP JpNS ME CURB. I
1' CGMPACTED SUBGRADE i i / / F, I ABC .XTEN ION 9 OR INSIDE PEDESTRIAN CROSSWALK LINES SNAIL BE SEi NO aOSER m iNE INIERSEC110N THAN w0UL0 BE ESIABLISHEO BY BISECDNC 7HE INTERSECTION RaOn. (SEE NOTE IA)
CLEAN BACKFILL ~~-0" - - 'f- 'f 2'-0' 2500 PSI CONC ~ ~ _ O n YwWU q(F~ qrW( 10 THE CURB CUT ANO iNE PEOESTMAN CROSSWALK LINES SHAH BE COOROINPIFD SO TNAi THE BEGINNING a ( THE WNEEICHAIR RAMP KILL FALL MIHIN 1NF PEDE9IRINN CROSSWALK LINES. j
(SEED OR MULCH PER SPEC) ~ VARIES FOOTING, (TYP.) r Rr ue - 4a art A ~ - mr ur n ME wNIMUM WtDiN OF THE PEDESTMan CROSSwaIK SHALL BE 6 FEET. a CROSSWALK WOTH OF 1U FEET a Ivnw 4MIWU4 ~ OR GREATER IS OE9RaBLE.
NOTES k57 WASHED CONTRACTOR SHALL PROPERLY RE-ALIGN STOP BARS AND OTHER PAVEMENT MARKERS AS STONE, (TYP.) 12 51OP LINES, NORMALLY PEPPENDIDJLAR IO illE LINE LINES, SHALL BE UAO 'WHERE li IS IMPpi1ANi i0 DETAIL SHOWING TYPICAL LOCATION OF WHEELCHAIR RAMPS woICATF THE Pour BEHIND WHICH vEHlaes ARE REOwLEO To srOP IN LoMPUaNa IWTH A TRafnc
- N A Y T N TA WA K P R NCDOT REPRESENTATIVES ECESS R O 1 S LL CROSS L E PEDESTRIAN GROSSWALK$ AND STOP LINE FOR TEE INTERSECTIONS SIGNAL, sraa vcN w OTHFA LEGAL REWIR[MENT. AN uNUwAL ApPROAa SKEW MAr REWIRE THE TR.aaMExr I Cf THE STOP LINE TO BE PARALLEL TO iNE INIERSECIING ROADWAY,
" NO1E5 COMPACTED 4' ~ 1 CR[]SS SLEPE DIRECTION VARIES. SEE LAYOUT FLANS FCR D[RECTIpN OF SLOPE, CROSSWALK STRIPES SHALL BE APPLIED IN ACCORDANCE WITH NCDOT STANDARDS, SUBGRADE I -0 f ,D 4 REVISIONS IJ PARKING SHAH BE ELIMINATED A MINIMUM Of 10 FEET BACK OF PEDESTRIAN CROSSWALK, DATE DESCRIPTION ~ PROPOSED WHEELCHAIR RAMP
C~NTRACT~R 1S RESPONSIBLE FOR RE-ESTABLISHING ALL SLOPES DISTURBED BY 1-1 - GEN. flEV. i0 WMPLY W ADA IA ALL PAKMENI MARKINGS SHAH BE IN ACCOWANCE WITH 111E IA1E51 EpRW OF 1HE MANUAL OT UNIFORM D DJ / PROPOSED OR FUTURE SIOEwAI TRAFFIC cWma DEYiCES (MUTCO) PUBLISMEO BY 1HE fEDEAAL HIGHWAY AgAINISIRAROn AND inE NatiH CARWNA SUPPLEMENT TO INE MUTCD.
C~NSTRUCIiON CONTRACTOR SHALL APPLY LONG L[FE MARKING MATERIALS ONLY. it - - - SHEET 2 Of 1 i STD. No.
" WALK 8 0 ASPHALT TRAIL CROSS TRAIL SIGN. STQP °°°OOOOOOOODOOOpv IP STANDARD WHEELCHAIR RAMP
I - 3.16 °e°° •~N ~ARQ °00° I ®0 ~ p0evo°°e° 0° 03-SP-075 e° o ti
° O e °o APPROVED °
r o E o TOWN OF GARY a e ~
e o: ° °~p o° Approved by Date " ~
°°•:~G I NF.. I Plannln -Date °°p F °°•°..°•°°°F~~'°°° g °°00 $ C A~ a°°e I
Engineering Oote ?p° f
°D De Deooe
I iy v~
i i
N0. g Designer Scale Revision Date
I PER TOC 1ST REVIEW 06/02/03 PMO W&R AS NOTED
PFR TOE 2ND REVIEW _ 07/03/03 PMO Drawn By Date F- WlTwgrRS R"EN-E--L--7 F, Sheet No.
T'X, F~NAE APPROVAL 08/11/03 PMO PMO 04/09/03 GLENKIRK GREENWAY DETAI LS ENGINEERS I PLANNERS I SURVEYORS
4 r F WE REVIEW 01 /12/04 PMO Checked By Job No. 111 MacKenan Drive Cary, North Carolina 2711 tel. [phone] fax: [phone] www.withersraveneLcom
JAB 203112

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1 ~
- ~ - / J - / r 1, ~ - ~ ~ _ - ~
- ~ ~ - . _ o 1 _ i
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J _ _ ~ - r~- - i i i ~ I ! i ~ _ - / ~ ~
, ~ _ _ ~ aF. - - -
_ ^ ,v
r - / i j ~ / i ~ ~ ~ -
~ \ ~ 5 ! \ j ~ ~ ~ - ~ A . , ~ - ~ .
_ - - - - , • . ~ ZONE 2 ~ _ . , ~ ~ - - - ~ l
- ~ . ~ ~ _ _ • ZONE _ ~ ~ ~ ~ T • SILT FENCE (TYP,) ~A` D` ~ ~ i
~f~ ~ FES ~ ~
- _ - _ , ~ , ~ _ ~ - FES 41 ` _ _ - - ~ _
~ ~ / JB 31 =351.41 ~ ~ ~ ~ ~
• ~ ~ - _ ~ ~ ~ = ~ ~j-- / ~ ~t- ~ ~ - ~ ~ ~ ioo ~ ~ ~ \ ~ ~PA 51 - - .$~,r ~ , A
~ ~ , _ / ~ ~ I ~ ~~0~ ~oo ~
~ ~ _ A - - SILT FENC (TYP, ~ ~ ~ ~ FES i E ~ R TAINING WALL i~~~ ~ ~ • - i ~ \
% c~ _ ~ _ ~ ~ W 356. /4; ~I - / \ ~ \
~ _ ~ ~ . o ~ _ - 1 ~ . . 'r' ~ N~ E
/ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ i i' ' ~ -
%F.ES 10 i 5 ~ ~ ~ ~ - - - - 1` 1
~ ~ - - ~ r~ ~ / - • ~ ~ / tl~ }
i~
• . ~ --L,,~ ~ i; i -370 ~3 Q i~;~ri I ~ .i I i / 1~ ~I ~ .
I~ / \ -
I I ~ I i ~ ~ i \ / I
/ ~ ~ - - ~ ) ~ 11 ~ ~ ~ ~

s _ _ i goo ~ _ ~ / - ~ , ~ ~ A CROSSWALK (DETAIL N) i
a o ~ , ~ ~ F IX? ~ SAP ARMDR~'-, ~ ~ I r ; I I ; ~ ~
o~,,, , GREENWA Y SIGN DETAIL L B ( )
j W~ ~f ABR ~~I~IJDEf~LINER i , / ~ ;1 ~ 1 ~ J j eoaaoeo°oooaeao j
~ ~ ~ .k" i 11 t 1 / / ~ ! ~ 1 o°~°°~N ~qR oaaoo ~ C METAL GATE (DETAIL C) R , ao i
~ ~ ~ ~ - 1---385---- ~ ~ ~ s. . 03-SP-075 ss •°ti
~ r. ~ 1 1 ~ APPROVED ~ 9 ~ D CURB CUTS (DETAIL M) ~ ° °
` ~ ~ / , ~ ~ 1 X1„1 1 1 Q \ 1 1. ! ~ ~ ~ ° TOWN OF CARY ~ ° i ° °
1 ° ° ° ° ° . %v, o 0
~ ~ ~ ~ ~ - - X90. - - . -A E STOP SIGN (DETAIL K) Approved by_ Date •,F ~,~;°°~o; I PIE°,°
1 ~ ~ ~ Planning. _ Date - •,aeFS ••o°.••~F~°°°°
~ ~ % En Ineerln Date °oao E, CP eo° TRASH RECEPTACLE DETAIL J 9 g °aaeea a o°° F ( )
~ ~ ~ - ~ _ ~ • < ~ ~ fqv
j = i\ 1 ~ ' i / ~ 50 0 50 100 (i PEDESTRIAN CROSSING SIGN
A ~ ~ , r I PER NCDOT MUTCD STANDARDS
- ~ / ~ A ~ I ~ ~ ,,r r . n ~c i ~ ~ ~ ( ~ ) - SCALE, 1 - 50
P I STA = 11+ 0 , - - _ i
l _ _ - - - ---1---- - - ---r--_ . - _ PVI ELEV = 38 ,33 _ ---F-- I
o ~ ' A. D. _ - 2.0 i - - - -
- _ I L L = HIG POI T ELE = 3 4,12 - -r- - - - - _ _ - - rt
_ ~ t ~ I K = 0.00 1 1 _ _ - _ - -i- - ----I-_.___ 390 o~ L - ~-2+ HI6 POIN STA 13+34,25 ~ ; ~ - -rt - t-
_ + Vl S A = 1 +40,~ 1 380
_ ~ = PVI E EV. _ 374,8 ~ - I -
. I mm I , _A.D 3:00 I ~ - - - - - - -~--r- _
r '
•Q ____r I ~ I I I i 375
385 _ _ • 3
- ~ ~ o o I ~
~ - ~ 0 1
. - , _ , T - - _ - - - - - _ - - - - - - 370
M > M -i '
W ~ ~ _ _ i
-(J i ' m N J ~ t - --a-- _
- - e--- - _ VI ST = 21+87,7 i _ -r---- - - - _ _ ~
~ I I W i ~ ' I ~ VI EL V = 51.30 - - - ~ aD. _ - ,o0 365
I ~ r ~ • ~ _ 375 ,Q W - - _ - .
- _ i- _ _ - - - I --a_~ - ~ - - _ 1 _ _ I . -
i ~ 5.00- VC__ I i ~ - - - - - _ ~ ~ I I - - _ _ _ E _ _
_ - ---i-- - _ r--- --1. - _ : o I
' N - - - ~ _ - - - - - ~ ~ - - - - - -p- - _ _ - ti ~ - _ r - ~ --i- - - - - - _ - - -
~ O i ~ i - ~ , 360 :
~ ~ p ~ N ~ \ ~1 i N ~ N ~ I - - - I - - - - _ - - - ---r - ~ - ~ ~ N O _ir, i i ~ _
t. --~1 - - - - _ - - ~ w + ~ 1 - i i ~ ~ - -
I -r- - 1 7~i I QQ W ~ O ~ O N cp 00 Oi a0 lil I - fi- - - - - ~ M , . . - - ..r- - _ _ - - _ ~ -a `o -f9- _ . i8- - ~ - ~ U ~ N ~ - ~ - -1-- - - - ~ -
I ,,,,i ~ U > _ lp ~ M OQ ~ M ~ V > - ~ m
365 - _ - L _ - - ~ - - _ ~ . CO W W r~ W w - - _ W _ - - _ _ _ - - 1 - - - PVI STA 25+ 6,013 5
~ ~ ~ ~ - - > I ( PVI, ELEV = 33 .30
- - I _ I - ~ U ~ , ~ ~ U _ u . ~ ) I _ _ ~ ~ W _ _ _ m > C6 ~ ~ ~ .0.=-4,5
- _ _ _ ---t- i---- ' ~ ~ - li ~ _ iy _ _ __.-I__-_.- K - 11,11
~ I - t
- - - - - - - - - - -1--- 360 ~ _ ; - --o,oo----- - - - - i o ~ _ _ - - - 350
i ~ - ~ ` ~ ~ M i i I
- _ - -_i r- ~ - + ~ - a ~ ~
- - - ~ Ir_-I ~ ~ i r~ I s
~ - ~ ~ i . ~
355 - - _ - -----i-~ - - - N ~ 345
w - ' ~ 'r'
- I - - > - _
- ~ _ _ - - - -t- - - - I------i- - - - - - - ~ ~ - - _ - - - - - - _ - - - - - - - - - - _ - - -_5 w j w
r I fi I - I-- 340
350 Q Q - ii
_ I - I _
_ - $s i ~
. _ - - y _ °
_ - -I - - - - - - ~ - - _ - 33
345 -
, 1 , I - i - - I _ .---i - - - _ i -
f ~ f - _ - - - - -
I ~ I t - - -T t - - I
- - r -__--i------ - - - - - -
I I 1 ( , ~ - I I I I I I
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 .00 20+00 21+00 22+00 23+00 24+00 25+00 26+00
NO,~ Revision Date Designer Scale 1"_5' Vert, PER TOC 1ST REVIEW 06/02/03 PMO W&R 1 50'Horz. Sheet No.
PER TOC ND REVIEW 07/03/03 PMO Drawn BY Date WITHERS R"ENEL
3 j TCC FINAL APPROVAL 08/11/03 PMO GAS PMO 05 05/03 GLENKIRK GREENWAY G001 G001 PLAN & PROFILE
4 1N;Q REVIEW 01 /12/04 PMO Checked By Job No. ENGINEERS I PLANNERS I SURVEYORS
203112 - - - - - I - - --L- I JEC 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax: [phone] www.withersraveneI.com

.~'i5N~1. `r. ~•~'+'~t.4L,1k~JSl~" e!S:AE ~t•~Sr ut,. 'r„RS'RA"~..'.~r"T<Y ~.`1'19R~'~"x.~G4911.~°SIi~L'3,:E9"'.1C~'F~:L4 b4tT.:^.F".:a 5"A7~Y'.',p1^'934 4+'s,F~'~-tF"SFi _ .~5~y, ~~7iSk... ~p,:¢"P` 'i7k'A$M;t+t'~,~ +«a~r~nnr~~ ~r~°~ws~~~asc .cm un• r~asa7+r ~so-~~; s w_ ~ ~x~ts~vcfr-"+:x~ . ' u ~+ws;ans~a aa~e+r~,
L119&. ftitnR16? r• ~FAr~~~`7rt,~~~~'S `k7'.~~k,",.r;~ywyYN.`~S4Q+Y#W&~nrv~~:}"'9yIRC+FYI^9.u9'+7^iI
+ ~ ~ r L . NOTES C~ (t) ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF CARP
' .yam i , . ~ _ ~ ~ ~ _ STANDARD SPECIFICATIONS ANO DETAILS REVISED APRIL 8, 2001.
(2) THE CONTRACTOR SHALL USE EXTREME CARE TO AV010 DISTURBING ~
EXISTING STREAM CHANNEL DURING THE GREENWAY CONSTRUCTION. ALL GREENWAY STREAM CROSSINGS AND DISTURBANCES SHALL BE
PROTECTED WITH 22" CLASS 1 RIP-RAP WITH FABRIC UNDERLINER. ~
- _ , (3) ALL MANHOLES & CLEANOUTS REQUIRING ADJUSTMENTS SHALL BE MADE
_ ~ IN ACCORDANCE WITH THE APPLICABLE TOWN OF CARY STANDARDS.
1 _ - 1 \ _ '1 ~ _ - - (4) CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES
/ ~ \ / _ ~ - - - DURING THE LIFE OF THE PROJECL
I ~ , 1 I . 1 1 ~ (5) CONTRACTOR SHALL CONSTRUCT DIVERSION DITCHES AS NECESSARY i0 - - - ~ ENSURE ALL SEDIMENT IS DIRECTED INTO EROSION CONTROL MEASURES.
r 1 \ 1 ~ ~ \ ~
I ~ l ~ A I ' ~ r ~ END PROD CT ~ ~ ~ ~ , (6) CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES PRIOR ~ ~ ~ TO CONSTRUCTION. LOCATION OF EXISTING UTILITIES SHOWN ON PLANS I
I ~ t E ti ~ ~ IS BASED ON BEST AVAILABLE INFORMATION BUT CAN BE CONSIDERED ~ ~ ~ ONLY AS APPROXIMATE.
I~ I II' 1 ~ 1 I ~ ~ ~ % / ~ ' ~ I TIN MANN AT THE TOWN OF CARY
I 1 I 11 Ii / ~ (7) BENCHMARK IS RIM OF EX5 G OLE ~`C~~, ~ ~ ~ SEWER INTERCEPTOR. ELEV. IS 380.67 I
I ~I ICI 11 y~ ' ~ N AREA = 1.0 ACRES / ~ ~ ~ (8) DE UDED I
II I i~ 1 / ~ ~
I l l s ~ 'I 1 I ~ ~ (9) TOPOGRAPHIC INFORMATION FROM SURVEY BY KENNETH CLOSE, INC. AVEN L. ANO WITHERS & R E
I ~ I I ~ , ' • ~I ~ ~ ~ ~ (10) CONTRACTOR SHALL ENSURE GRADING OPERATION IS CONDUCTED W A
~ 1 1 1 I I ~ J I , ~ ~ MANNER THAT DOES NOT ALLOW ANY SEDIMENT INTO CREEKS.
I ~ I~ ~ 1 - - ~ ~ 1 11 ~ ~ ~ 11 STORM WATER DISCHARGES INTO COLES BRANCH. O
I I Q l i i 1 / 1 i ~ P F AIN AT D ON THIS PROJECT - 1 I N T ANY FEMA MAP ED LOOD PL LOC E \ (2) THERE S 0
I I 11 ~~1 ! ~ \ \ PER FIRM MAP 3718300294 E, DATED MARCH 3, 1992. \ \ \
I I 1~ 1 1 I !I 1 1 N F I 1 6, \ I I 7 1 l N ~ V (13) A PRECONSTRUCTION MEETING MAY BE REQUIRED FOR THIS CONSTRUCTION. ~ / \
I ~ ~ PRESTON RESERVE LIMITED f I - / :RVE LIMI1'EO PARTNERSHIP ~ v (14) PERMANENT GROUND COVER SHALL BE ESTABLISHED EITHER IN 15 WORKING C \ \ pAYS OR 90 CALENDAR DAYS, WHICHEVER IS SNORTER, PER TOWN OF CARP
~ ~ '1 ~ PIN# 0754.14-44-6 / \ ` RE UIREMENTS AFTER CONSTRUCTION IS COMPLETE. x754.14-44-6873 ~ \ Q
/ I ~ DB 8132 PG 206 / ~ \ \ PR T TI N FENCING SHALL BE INSTALLED AND INSPECTED PRIOR 15 TREE 0 EC 0 8132 PG 2068 ~ \ ~ ( ) / ~ \
I ~ p TO ISSUANCE OF A GRADING PERMIT. FENCING SHALL NOT BE REQUIRED \ \ ADJACENT TO AREAS WITHOUT WOODED VEGETATION. ALSO REFER TO
1 ' ~ ~ ~ \ \ PHASE I PLANS FOR GLENKIRK FOR FENCING LOCATION. ~ ~ \ \
j 1 1 / ~ / ~ 11 - ' ~ I ( I lUBMOU$E POOL 1 1 ~ \ ` (16 ALL CUT AND FILL SLOPES SHALL BE STABILIZED WITH PERMANENT ~ ~ ~ \ )GROUND COVER WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS,
I I SEE OEiAII ` ` - t 1 1 A WHICHEVER IS SHORTER. / \
I I 1` 11 - - ~ I 1 1 I / ~ ~ \ \ (17) GREENWAY SHALL BE CONTAINED IN ZO' EASEMENT CENTERED GN THE 8' TRAIL. \ \ OFFSITE EASEMENT ON PRESTON RESERVE SITE SHALL BE RECORDED PRIOR
I ~ 11 _ J / ~ \ \ \ TO CONSTRUCTION.
I l j I 1t i \ V ~ i PR SS TO ENSURE THAT ~ \ (18) GEOTECHNICAL ENGINEER SHALL MONITOR GRADNG OCE I \ \ THE SUBGRADE CONFORMS TO THE TOWN OF CARP STANDARDS,
I II I I li i i 1 I II 1 1 / \ (19) CENTERLINE OF TRAIL TO BE STAKED 50 FEET ON CENTER- CONTRACTOR
I I 1 { I 1 1 i I 1 ' \ \ \ TO OBTAIN FINAL APPROVAL FROM PRCR PRIOR TO PAVING TRAIL. \ \ j
I I ~ ~ 1~ ~ 1 I I 1 , I I j i t t 1 \ \ (20) CONTRACTOR TO PROVIDE TWO BENCHES WITH CONCRETE PADS PER "DETAIL I" V ~ ON SHEET 4. BENCHES TO BE LOCATED BY PRCR AFTER TRAIL IS wSTALLED.
I ' / / I i 11 1 M 1 II 1 ` I I . ' / \ \ \ (21) GREENWAY EASEMENT SHALL BE RECORDED AT WAKE COUNTY REGISTER
i ~ ~ 1 1 / I i / \ OF DEEDS.
l i 1 I I / I I~ 1 I , . \ I I... i / ~ ~ (22) ALL METAL GATES AND METAL BOLLARDS SHALL BE PRIMED, THEN PAINTED ~ ~ WITH iW0 COATS OF BENJAMIN MOORE HUNTER GREEN METAL ENAMEL.
I I; . , I ~ , 1 ~ / ~ / ~ ~ ~ ~ v I ~ ~ \ ~
I , , ~ / ~ SITE DATA
I II , 1 Y ~ ~I I I 1 1 i ~ 1 / I ,
I ,1 / / I ~ ~ 1F OF GREEEN~NAY 1,835 LF ~ ~ ~ ~ I
~ 1, ~ / / ~ ~ DENUDED AREA 1.00 ACRES I \ ~ ~ ~ ~
Q ~ / ~ ~ ~ ~
3 I / ~ ~ / I
~ ~ /
e I ' I ~ I~ 1, ~ / / a I STORM DRAINAGE SUMMARY
I 'i l ` v ` .r /i t~ I I I - ~ / Aetual
I ~ ~ I I / I { / / Inlet No. Pipe Pipe Pipe Pipe Upper Lower From To 'Top Diameter Length Slope Discharge Material Invert Ele Invert Elev
i Q V ~ I ~ U ' ~ t / / ~ \ ~ I \ Elev D L S 010
~I 11 ~ _ a I ~ i I ~ / Pn1 Iftl l%) (cis)
4 I I 1 1` \ ` / 1 ~ / 1 I FE 1 FE 10 N A 48 60 3.00 55.0 CMP 367.00 365.20 I S1 S 1 ,
I (l 1 1 / ~ I 11 1 / 54
I ~ , 1 , / / ~ ` I I ~ 1 A ~ ~ ~ I + , , ~ / \ FES 21 FES 20 NIA 18 30 5,00 1.0 CMP 356.00 354.50 ~ I _ I
JB 31 FES 30 362.00 15 30 1.67 5.0 RCP 346.00 345.50
~I / FE841 FES 40 NIA 18 20 10.00 1,6 CMP 350.50 348.50
I % II ~ 11 / ~ r ~
i I 1 / ~ ~ ~ I ` l i I 1 ~ 1 t / 52 ~ PA 51 PA 50 NIA (42x29 20 1.00 19.0 CSP 338.40 338.20
~,I I NOTES; I • ALL CONSTRUCTION SMALL BE IN CONFORMANCE WITH CURRENT TOWN OF CARP i
/ i 11 / / 1 ~ ~ ~ 1 ~ / ~ ~ ~ ~ END PROJE ~ ; 55 I 1 - _ . I I I ~ 1 ~ / / 1 ~ , ~ 1 ~ , , - I ~ ~ STANDARD 9PECIFK:ATK)NS AND DETAILS.
~ + r _ I II ~ ~ 1 / A ~ 1 ~ ~ ~ I - • FES DESIGNATES FLARED END SECTKIN, JB DESIGNATES JUNCTION BOX. • PA DESIGNATES CSP PIPE ARCH. PIPE ARCHES SHALL HAVE MRERED ENDS.
1 / ~ I 1 1 ~ . - • ALL PIPE IS ALUMINIZED CMP UNLESS NOTED OTHERWISE,
~ 1 / \ \ i. - I / _ / v 51 ' , • SURVEYOR SHALL FIELD VERIFY INVERTS.
C ~ 1 1 / 1 . 1 I 0 \ LD f- / , ~ 1 C ~ 1 \ / 1 i ~ / I n / / 1 "
I ~ qT ~ A ) ~ v ~ 5s i' ~ ~ . \ /
T c / ~ ~ \ I i / ~ ~NF \ , ~ \ \ \ / 50 \ / ~ ~ OISSIPATOR DESIGN
v i, ~~l I \ / v v ~L 1 i , APRON OUTLET D. STREAM RIP RAP SIZE
~ ~ \ ~ / / 1 / \ \ \ ~ ~ \ ,.1 v \ / ~ 1 / V~ \ ~ / , PIPE DIA V10 LENGTH WIDTH WIDTH THICKNESS RIP RAP d50 ' OUTLET!! CLA33 (INCHES) (FTISEC)
1 A` 1 v / 1 v v v ~ 57 -1 \ , I / \ r ~ \ , \ ~ ~ (FEET) (FEET) (FEET) (INCHES) (INCHES)
v / v v. J v 1 13 6 BANK•BANK 22 FES 10 48 10.2 32 - FES 2D 18 2.4 6 4,5 10.5 9 A 3
I \ / ~ / / \ 1 ~ I ~ \ i I \ \ \ I ~ I ~ \ FES 30 15 1.1 7.5 4 1 . 2 ~
/ 1 31 ~ I ~ \ / ~ I I ~ 58 FES 40 18 6.3 9 4,5 13,5 22 8 6 ~I 58
' / 1 1 I I ~ I ~ ~ PA 50 (42x29) 5.1 15 6 15 22 B 6 ALL DISSIPATORS SHALL HAVE FABRIC UNDERLINERS.
~ / 1 1 I I i \ + / ~ I I i I
~ ~ 1 1 ~ 1 _ I I , ' / 1 ~ ~ I , I : / , n.
/ ~ I ` ~ 48 ~ 0 1 S i 32 I I I I 1 II 59 -
,i ~ I ~ I 1 1 ~ I ~ ' ~ , c ~
~ I 47 V A / 1 ~ I ~ ~ iii in. ~ 1 + I \ 'i
' ' ~ ~ 1 ~ I P V`. A i ~ i 1 _ I I ~ ` 1 ~ , ~ ~ ~ ~
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Environmental Desi n 101-A UAIL FIELDS COURT
MORRISVILLE N.C.27560
~ 905 Jones Franklin Road
Raleigh, Norfh Carolina z7sos ENGINEERS I PLANNERS I S U TEL [phone] ~ I SURVEYORS
(919J 851-715o fax. (919J 851-7547 FAX [phone]
~ 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax: 919 277 S.E 5 Avenue ~40 fax: [phone] www.withersravenel.com
~ ' Delray Beach, Florida 33483 ATTN: JUSTIN PATSEY
(561J 276-0453 iax. [phone] 4
1 PER TOC 1ST REVIEW 06/02/03 JPMO
2 PER TOC 2ND REVIEW 07/03/03 3 TOC FINAL APPROVAL 08/11/03 4 DWQ REVIEW 01/12/04