20080187 Ver 1_Site Plan_20080125

Topographic survey for 8taliings Bros. Service Station Lot
on Highway 903 in Warren County, NC
on North side of Lake tiaston
August 16, 2007
by: Odom Land Surveying Company
1S0 Mina Street
Roanoke Rapids, NC 27870
252-597-4566
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zo~w w+armu JAN 2 ~ 2008
3 oENR-wAT~Raunurr
~ 3 yyETtANDS AND STORMwATER BRANCH
60 0 60 120 180 ~C~ rF~i C~ 'A /7 1ra,Wwn..,..
GRAPWC SCALE - FEET
JAN 1 12008

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is Hwy 903 > ° "
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• Assuaed Elevation 102.03 1362 ~ ~ o ~
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~ ~ v )8 INV FES - 79.00 9 ,62 '~7t_ _ 9 ~ ~ k ' 9 .1 7.50 98.21 CP k _ 97• ~ ~ ~ 4 4g
15" RCP OUTLET PIPE J ~ a~~~' ' j sa 97,1 ~ ~ _ _ ~ r ~ f
MAXIMUM FLOW = 1.36 CFS. g'.10 . ~ cgs 6 -"'9 ~ ~ I ! `.x_5.61 ~ trr VELOCITY 1.11 FPS ~ i 9~i60 ~ ~ ~ '
_ ~ ~.;sb'~ per, APRON WIDTH 5' . , ~y ,~.~'ab'~k'~`~ ; ~ by ~ 6~ t ~ ~ r3 ~ ® ~ • _ i~ ~ ~ v
LENGTH 15' _ ' ---x..86,65.....__ 96.4 9 .52 Q~ Q r APRON TO BE LINED WITH FILTER FABRIC. 94,6 9.4:5 c ' 5 ` ,try .
~ ~ S A 94 , . x 94 ~ 95.8 5 9 ' 0 ~ la STONE TO BE Nq)OT CLAS 94,16 _ 5 - ' MPD ~ 7 Y 1g 936 `e ~ °U °z
t ~ 4.$ ~ ' - LDSL #2 MPD ,z 95.61-._.._... 96. 96 8 N3 MPD ' 9 . 9 - , 4 I; 6 9 - A'4 D ~ z z ° . ~ Q N Q o
( ~ ~ ~ ° _S ~ 95.91 •
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~ w , 94 7 - _ 96.D5. 96.60 ~ r~ i ~ Q U O ~ Q W U~
• ~ ~ 95.55 96,1. -4::~ ~ g6, Og. g , °z°W~aa Z>=~
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56 ON 9 . 95.42 N ~ p5~~ °pta p~~. 9 9 ' ,52 ~Nfiwa.a914i6ie I~~Nfiw .a91416ie ~ • 2 O Z ~ to O ~ ~ ~ O 02
95. 95.1 f~ ~ W, '49 •02 k°i,ii.i~s~~g LE, ~~a~~ ~
$7 ~I~ \ 5.06 r~ . S6~ _ ~ ~ ~
9 95.27 ~g4, w: 4.8g 5.1) T ~ • ~ ~ ~ 2~Anq p~~4 ~ ~ CONTRACTOR SHALL
..94.67 94.77,, i ~4~~~ ~ VERIFY AND BE
x"95:3 ~~IT~~ ~ ( 4. 7 _ i ,37 RESPONSIBLE FOR
~ •87 ALL DIMENSIONS
4» RCP OUTLET ~V M • AT JOB SITE.
FLARED END SECTION. INVERT = 87.0 ~t ~ I ~ , • ~ DESIGN FLOW = 10.44 F = .00 i i
VELOCTY 3.32 FPS ,V ES N ~ ~ APRON WIDT 6' _
K ~ z - ~~E ~ E LENGTH 15' ~ ~ ~ ~ ~ ~ Q
~ s N TO BE LINED WITH FLTER FABRIC. ~ • APRO NCDOT SSA 9» MINIMUM ' ~ ST~IE TO BE ~ i 0
KNESS I 1 1 • THIC • ~ ~ , ~ i 1
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~ GENERAL NOTES: / j i z~ m z
TRUCTION. CONTRACTOR SHALL NOTIFY THE OWNER ' 1. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONS , TRA COMPENSATION SHALL BE PAID TO THE ~ ~ ~ i~ r oWQ U C9 ~ ~ ~ i Z U Z
IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EX , , , , i INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. UE TO DIMENSIONS OR GRADES SHOWN r W p
F R ANY WORK DONE D ~ ~ ' CONTRACTOR 0 ' I , ~ ~ % i _ i ~ Z O Z U
IN ACCORDANCE WITH THE CITY OF RALEIGH STANDARDS AND SPECIFlCATIONS. j ; 2. ALL CONSTRUCTION SHALL BE a! (n > ° ~
» _ I TO BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE ` ~ 1-B00-632 4949 AT LEAST 48 HOURS PR OR 3. CONTRACTOR SHALL NOTIFY NORTH CAROLINA ONE CALL ( ) RTH CAROLINA ONE ' w Q ° ~ 3 ~
TILITIES THAT PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENT OF NO ~ EXISTING UTILITIES LOCATED. CONTRACTOR TO .CONTACT ANY LOCAL U , _ • » ; m b
CALL . e •b GRADING LEGEND
I CITY OF RALEIGH ~ 4. PRIOR TO BEGINNING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL SCHEDULE AND ATTEND A PRECONSTRUCTION CONFERENCE WITH THE m ~ c~
INSPEC110N5 DEPARTMENT [phone], AND A REPRESENTATIVE OF THE OWNER. W
5. CONSTRUCTION, MAINTENANCE AND REMOVAL OF ALL EROSION CONTROL DEVISES ARE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. FLARED END SECTION STORM DRAINAGE ~ vi d
AVAILABLE RECORD DRAWINGS. STORM DRAINAGE I~10 - • - STORM SERVICE LINE ~ ~ a ~
6. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE GROUND, ARE BASED ON A FELD SURVEY AND THE BEST NIRACTOR SHALL VERIFY FIELD CONDITIONS PRIOR TO BEGINNING RELATED CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE OWNERS 1. ALL STORM DRAINAGE PIPES SHOWN ARE TO BE CLASS III REINFORCED THE CO ~ CATCH BASIN p. ~ ROOF DRAIN, 8' ADS ~ w
REPRESENTATIVE IMMEDIATELY. CONCRETE (RCP) UNLESS NOTED OTHERWISE. . -RD-RD-RD-- w DROP INLET NON-PERFORATED TUBING OR
EQUAL 1.0% MIN. SLOPE 3' MIN. W ~ F
UNDER BUILDINGS PAVED AREAS AND WITHIN SLOPES GREATER THAN 3:1 (H: V) SHALL BE APPROVED, PLACED AND COMPACTED AS RECOMMENDED BY THE 2. ALL STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH 7. SOIL GEOTECHNICAL ENGINEER. THESE SOILS SHALL BE COMPACTED TO THE STANDARD PROCTOR MAXIMUM DRY DENSITY UNLESS OTHERWISE RECOMMENDED BY THE THE LATEST NCDOT AND WARREN COUNTY STANDARDS. ~ STORM SERVICE INLET COVER PVC SCHEDULE 40 IN ~ q C ~ TRAFFIC AREAS oo ~ F 2 I
GEOTECHNICAL ENGINEER. 3. ALL CONCRETE SHALL MEET A MINIMUM 3000 PSI COMPRESSIVE • STORM SERVICE ROOF-DRAIN -TP-TP-TP- TREE PROTECTION ~ ~ Z ~
AY BE WETLANDS WITHIN THIS 51TE. IT IS THE OWNER'S RESPONSIBILITY FOR WETLANDS JURISDICTION AND DISTURBANCE PRIOR TO ANY GRADING ACTIVITY. STRENGTH. 8. THERE M
4. ALL PIPE IN STORM DRAIN STRUCTURES SHALL BE STRUCK EVEN WITH LD LD LIMITS OF DISTURBANCE ~ a p ~
STORM DRAINAGE NOTES: INSIDE WALL. 0 JUNCTION BOX ~ ~ ~ ~ WOODED AREA *SEE NOTE ~ O z w (ILLUSTRATIVE ONLY) Z ~ x
DRAINAGE FLOW ARROW 250 x ~ o
TO BE CLASS III REINFORCED CONCRETE {RCP) UNLESS NOTED OTHERWISE. 5. ALL PIPE JOINTS SHALL BE MADE WITH PREFORMED JOINT SEALER, 1. ALL STORM DRAINAGE PIPES SHOWN ARE WHICH CONFORMS TO AASHTO SPECIFICATION M-198 FOR TYPE B FLEXIBLE 10' CONTOUR D o x acr~aw
IN ACCORDANCE WITH THE CITY OF RALEIGH STANDARDS. PLASI1C GASKETS UNLESS OTHERWISE NOTED. 2. ALL STORM DRAINAGE CONSTRUCTION SHALL BE ~ LINE BREAK SYMBOL 252 2' CONTOUR
I COMPRESSIVE STRENGTH. 6. THE INTERIOR SURFACES OF ALL STORM DRAINAGE STRUCTURES SHALL 3. ALL CONCRETE SHALL MEET A MINIMUM 3000 PS BE POINTED UP ANO SMOOTHED TO AN ACCEPTABLE STANDARD USING _______250____.___ EXISTING 10' CONTOUR 250.50 TOP & BOTTOM CURB ELEVATIONS
250.00 -------252------- EXISTING 2' CONTOUR REVISIONS
TURES SHALL BE STRUCK EVEN WITH INSIDE WALL. MORTAR MIXED TO MANUFACTURER'S SPECIFICATIONS. 4. ALL PIPE IN STORM DRAIN STRUC ®1/9/08 EAST CURB TW=223.00-TOP OF WALL ELEVATION - - - - - EASEMENT LINE CUT, PIPE EXTENSION
WITH PREFORMED JOINT SEALER, WHICH CONFORMS TO AASHTO SPECIFICATION M-198 FOR TYPE B FLEXIBLE PLASTIC GASKETS UNLESS 7. ALL BACKFlLL SHALL BE NON-PLASTIC IN NATURE, FREE FROM ROOTS, 5. ALL PIPE JOINTS SHALL BE MADE VEGETATION MATTER, WASTE CONSTRUCTION MATERIAL OR OTHER BW=213.00-BOTTOM OF WALL ELEVATION
OTHERWISE NOTED. OBJEC110NABLE MATERIAL. SAID MATERIAL SHALL BE CAPABLE OF BEING (NOTE: BOTTOM OF WALL IS GROUND HANDICAP AREA
TRUCTURES SHALL BE POINTED UP AND SMOOTHED TO AN ACCEPTABLE STANDARD USING MORTAR MIXED TO COMPACTED BY MECHANICAL MEANS AND SHALL HAVE NO TENDENCY TO 6. THE INTERIOR SURFACES OF ALL STORM DRAINAGES FLOW OR BEHAVE IN A PLASTIC MANNER UNDER THE TAMPING BLOWS OR ELEVATION NOT WALL FOUNDATION) (2% MAX. SLOPE) DRAWN BY NRW
MANUFACTURER'S SPECIFICATIONS. PROOF ROLLING. + 250.60 SPOT ELEVATION DATE: 1 O/16/O7
CKFILL SHALL BE NON-PLASTIC IN NATURE, FREE FROM ROOTS, VEGETATION MATTER, WASTE CONSTRUCTION MATERIAL OR OTHER OB,~CTIONABLE MATERIAL. AS UNSUITABLE 7. ALL BA SPILL CURB
cAln uATCGIeI cues i aF enpepl F nF BEING COMPACTED BY MECHANICAL MEANS AND SHALL HAVE NO TENDENCY TO FLOW OR BEHAVE IN A PLASTIC MANNER UNDER 8. MATERIALS DEEMED BY THE OWNER S REPR S A r..n n. nvrui ni innnerc cu ~Il DC Dnin~rcn AAIn DCDI APCn LVITU
THE TAMPING BLOWS OR PROOF ROLLING. SUITABLE MATERIAL. NOTE: "WOODED AREA" LINE IS FOR ILLUSTRATIVE PURPOSES ONLY AND CLARITY SHLLi Ur
OF THE PLANS. REFER TO THE "LIMITS OF DISTURBANCE" LINE FOR STAKE OUT CAD FILE:
8. MATERIALS DEEMED BY THE OWNER'S REPRESENTATIVE AS UNSUITABLE FOR BACKFILL PURPOSES SHALL BE REMOVED AND REPLACED WITH SUITABLE MATERIAL. 9. BACKFILLING Of TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY OF CLEARING LIMITS.
9. BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER PIPE IS LAID. THE FILL AROUND THE PIPE SHALL BE THOROUGHLY COMPACTED TO 95 % OF AFTER PIPE IS LAID. THE FILL AROUND THE PIPE SHALL BE THOROUGHLY THE MAXIMUM DRY DENSITY OBTAINABLE WITH THE STANDARD PROCTOR TEST. THE TOP EIGHT (8) INCHES SHALL BE COMPACTED TO 100 PERCENT STANDARD PROCTOR, COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY OBTAINABLE WITH THE STANDARD PROCTOR TEST. THE TOP EIGHT (8) INCHES SHALL BE PROJECT SHEET NO.
GRAPHIC SCALE
IN UNBACKFILLED TRENCHES AFTER PIPE HAS BEEN PLACED. COMPACTED TO 100 PERCENT STANDARD PROCTOR, 10. UNDER NO CIRCUMSTANCES SHALL WATER BE ALLOWED TO RISE 40 0 20 40 80
10, UNDER NO CIRCUMSTANCES SHALL WATER BE ALLOWED TO RISE IN 722 C r
11. INSTALL NCDOT CLASS '2' RIPRAP AS DEPICTED AT CROSSING. UNBACKFILLED TRENCHES AFTER PIPE HAS ' inch = 40 ft, R AD I N G PLAN
CONDITIONS MAY REQUIRE THE INSTALLATION OF A COFFER DAM. DESIGN BY BEEN PLACED. 12. BASE OF CONSPAN STRUCTURE SHALL BE INSTALLED 2 BELOW EXISTING GROUND. SOIL
OTHERS.

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• f li ht ole NOTES. ncrete base o p siTE ,B.Y. Co 9 GENERAL T
suRVEY ~ ' HERE7f1 wA8 TARN FRall ~ n 102.03 r~PaartAnON slorw med Elevatl0 1. Assu ~y it "°j ~ InN~O
. aoOYI LAID SuetErr+o ~ er ~ 180 YMIA snaEt W ~ O ~ N
RO~ANOKE RAPDr„ Nc taro 3 U I
~ ~ DAtED ~I1HE ~ ~ ~ p N M
ALL u1r11N1x MIOlMi ON 11E8E PLANS ARE rAaED ON 11E SLOPE ro ~ ro o~c aao e~ac L 111E LACI11pN8 OF SHALL V~ AE EIUVCT LOCA110N OF ~~y ~QQd'
AYAN.ABLF rIFORMI?1ION. 111E OOIIIRACIOR aSIS'lIDC110N• "^j ~ (n W J l0 J O (0
U1L11ES M1II 11E U1EJ1tt O~IIS PNOR 1D COMEtICEMENT OF b 1882 Z o a ~
E1E FEA'111AE8 lw1All BE OONSIRUCI® TO YET ALL FEDERAL. STA1E 3, ALL HNDICAP ~ AND LACAL OODEr. lo' ~mUQ
_
NiC1f N 1lrr PLAN AND AC'NIL F1ELD 0010111011r EIALL BE REPORTED 4, ANY DISlCREP ~ aDNS11lOICIION• OEIERAL ~ StINI BE 1D 1IE ORNER PRIOR 1D START ~ ~ R 81te ~ w~~~
11ES~IBDLE FDR VEJIPM.11110N OF ALL K19AIMS? EA~NTS? Q ~°'Or Q U Z O
IEIIBOtI BtD~OAE Bp~NMIG ODNbIRIICil014 I ~ Zm~~
pON1RA010R SHNJ. OOIITAOT ALL OVrERS OF EASt78'lflll, LI1r11E8 a 6, 11E SAL wOryMp M 1IESf AREAS Q~w~
AND R.aVL'S, PLIBLJC OR PRNAIE; PIM01I 1D ~ ~ J~Q~
N A Yw1ER 801MAT VIORKIl11 AND PUBLIC ~f' S Cai1RAC'(OR SHALL WWTAM 1IE SfIE Kp ~pM DAMAOE 3 ~ Z~~~,
Stall BE PR01EC1ED PROM NdNtY~ AND ADdOwE10 PROPAIIY zas' - ~ ~ O
1D LI1rJ1B:ri fME HVDRAN18r STREET Ua11r1O, E10.. >r1A11 REMAN 7. AOCES$ ~ ~ ~~yE ~ ~
UIDEILNI~ UNIJt3B OOdlDr1A a ~
E A REPROOUCIAON AND >KlB~EI•T 1D _ 25' R a oo Not ecNa TMs oRAwrO AS rr ar1OR1ION. Vicinity MIe?p not to scale
AID DEBRIS FROM 111E 81E xr R o
Owl REMOVE ALL 1RA1Bi 'p a 111E GENERAL OON1RAa1DR ONCE A t11mc DININIO aoNallalcllON. " UPON OOIpLE110N OF 1FE PRO?EO'T 1110 AT LEAST SEAL uu
11E "OON:1RIICIION LtiA,B' S o
0. 11E oalaut. OON1RA01gR >lfINL ImEP 111E AREA analDE a 5 ~ ~ 1 ~ 7 t , . V ~ 2' R AT ALL 'INFS. 5 R ~ ~ ~ 44 BROOM aEAN , FoR E 2'R ~?~~~~0 ~9 i
0 PE1t aE 2 2 ~ a SEAL
OON1RA010R wE1. ERFAT NO LLIlYNIIAIE 81E IDD11P1G11ION »NOIIAIIE r i• ODSIIAL a.t' $ 0 110Nr OR OOOIDMA'R:11E1i1 Sip1AK OON1RA01OR. ~ n l owars sPEaF1cA ° ~ ~ ~~.R s ~ ~,R $ 11682 `
~G'R SiWJ. BE d" ABOVE FNDI PAVEMEiT p1ADE a0 ® ~ 0 2 ,L
1. Fr1Ir11 KIUf AND GND! EL11M110Nr 130' R IMFK NO1ED D~IT di PLAN.
NOTED. ~N t wA © ~
1D lIVICE BtMDNO Stall BE INDERWIOLIO ON Si1E INN,EK 01IR1lMK ~8~ ~ ~ ' : " 1O d ALL UflJ18S ~ 8 s t R r ® Nh ore m
to ANY Eir81ri011EM ND/bR Yu1ERUt o ~ ~ 1 4. OONIRAC101! Is aE'EPa191eIF FDIC oAMAOE aJt.VER18? ~ y
ALL SmEET >lu1FACE$, DIEIRwAYd? . OPt71A1fONa ~ °p•t' ~ ~ aEN1R~lON SRNN!'RlRES 1NAT ARE 1L.ET PIPE aMS p,0 p!'T1EIEi ROADIE ORANIIK ORCIlS AND O'B*7t 15 RCP OU 2 Nv 1+~~~ z
EIALL BE _ pB1A~D OR pAMIYQp M ANY MANNER AS A IIESLLT OF OONSRKIC1tlEI MAXIMUM FLOW 1.36 CFS. ~ 105 N 26.0' MY ~U p0
~ ~ VELOCITY 1.11 FPS ~ REPLACED OR REPArIED M AOOORDANCE aea' QZ N~° h-
APRON 1MDTH 5 • . ~ Zeo' Z!~! ~IDZ
ONMIErICIIONAL ARROwr lO BE ~ REFIJECIIVE MAIrOIOr AID LENGTH 15 3 R G ~ ALL LpT ~ BRIC. • : • AID DIALL OOI~OIW TO LOCAL IMI0ULAIYOIIB 7y APRON TO BE LINED WITH FlLTER FA fNV 1 on~.~°?~ui ~
9 eo' 1IE slOS LNDOt ~ STONE TO BE NCOOT CLASS A 0 • :::#I::•:.~:: .I~II•:::::::::::~ . •
a aoMPAC1ION AND Iur+tEllANCE of PROPER MOIr1UAE OON1Y11T OF z:.:::::.::::... . 1D ACHEVE SIC OF 111E ~ ~ m ~ BULDr10r AND PAVED AREAS MILL BE AOOOMPLJB}ED ; 5 2 8 9361 a~a~~aQ zW°a~~~ z °r°~
SOL REPORT " • .:t ::•~8::::::::; .6,' IAPD:~::::::::• STAIDARD PROC'RSI MAIOYRM DRY OENMIY OR AS IECOIAIEIOE>D N 11E ~ ~ ...11::4:::.:..:;: , • . >rPD::` ~ ~ 1i o~
~ •~~a:
s- • ~s;.. 7. 11E 00111RACR>a ~ \ SHALL N01E 1WIT 11E DRAVMOB ME SCHEMATIC M NA11RiE AND 00 R ® .
Y BE RElMIBIED FOR ~ ,0. O NOT B}IOW EVERY OFFs1ET. 1RIYIM'10M, FITlrirr E10:1iNT MA 0 ~:f:: A ~mWZW~W ~ QN
A OO1~IA1E AND TR1AN114 SYSTEM. 5,0' t~' o :•au': .•liid:: w
• 1b REaflORD 11E rL ~1RACtOR OwJ, YwNTArI AN At-BINIr GET aF DRAwINOI c NZOZ°QW ~ W 2'_ W>~r' d Qm~~?Zd }O°Of
ORAMBIOr lINL EE ~ EXACT LOG110N OF ALL PPr10 PRIOR 1D OONCEJWIEIIT• PRQ~RICT VA1H A DOPY OF 1HE ® ~s ~
gVEN 1D 1IE OVAER UPON OOMI4E'RON OF 1HE .e1 1RANOrTTAL LETTER 1011E E11~EE'R. as 0 3 ~ 41 Z Z~m~~WU ZW1=0ri
"k~'.:..~. 6 ~S OU O ~~~a~'pa m'~o n
FROM 1HE »pFC~0A110NS OIt ORATMIOS ARE oEEil~ il~Y BY 1HE d . •7 a r; ¦ OEPARREIES ~ ~~S 111 !TALL BE 0 I~ WJ F-}~N
CONIRAR.•IOk, DETALa OF ElCFI DEPAR1Lr1Elj ~ DICr1'71 FOR REiIErL NO DEPARIIAES FRg11IE 00II1RACT ~ 11E R SIIDrT1ED 1D 1NE ODEJf, 1 't • W~2004Z Z?YZ
Stwl IE MADE TtTI110UT 1NE PERYSIINON CF R 4 . Wad=W~~ ZO~UO
a°J ALL a 6 . . t=-UQ3~UU mM~d .
REU1ntE >n PRD~T MUbT eE oBTNIIED, Ft10R ,no aaan~noK ® ~ r . ALL PELM18 ~ PENMTS NOD AND E STA1E; iD K N AOOORDANCE te~ ~ ~ as ~ OONr11N10'IDN e ) ~ r ~ 1 ~ ~
~FIY A1Bl LBBN. 00>~
a6' r ~ 1 ~ AND ELEVA110N OF ALL ISDERQIOIrO U1RJ1E811E s1All VER~1r Lociulotl © ~ OoN1RACFDR I CONTRACTOR SHALL
tlEICES6AAE,Y St1owN oN PLANr A10 ~ 3 LDCII1N1q aF ALL E>arlri0 uOLnIEr ARE NoR ~ AID AT No ~ : as' te' w ~ t >NWL oN NI3 rmA 3 VERIFY AND BE
SII0~1 AIE OILY ApPI101EtA1E 11E ~ ~ ~ HAVE LOOMED ALL INDEROIl01N0 LNES AID SRp1CRSES 1,0,¦. s N EXTRA OOST OOIN~DirA110N l1IIALL ACIEIUE 1D 'TIE OONIRA>rIOR " RESPONSIBLE FOR
OR EX1RA >tq R e ® d' NO aANlr FOR OAYIAOES at FROM N1Y DELAY OLE 1n0 ~ ALL DIMENSIONS 'a
FROM lIE PIESIeNCE OF EXEI Pr~E OQIER OBr11NICRONS ~ © • RI:AMANOEYQIt OF 1NE SAYE 11E OOI1f1AC'IOR !all BE RE'BPgIBBIE REMOVAL OR 5~~, 00111RACtOR E REE ~ AT JOB SITE.
FDR ANY DAYLASE In INDEIKIOINq e' R 1 W b 0
NONBIDSpIBMO U1EJrIN:811E aIN1RA~CIOR(S) Slwl OOIRACT NORBI 0 00~~° ~ w LODA1rlo ENII1r10 unu1E~ cAu OARpS1A'OfE CALL 1110-d~1-1818 ~ A~TANCE ° R N N Remainder 20.85 acres ~
T LEAST 4B HOURS PRIOR 1D N1Y ONIOriQ. ttae' 4 4 A R
b 0 6' PDR BL~r10 OM~ONEi 8EE NIIgN1EC'IURN. 8 ~ ~ Miarmi, LLC" p
alga, 1
ALL PNlIa10 TAT OrENEIOIIr NE FROM FACE OF new 1 b D. B. 841, P. 545 I-
AT TtSI BE NrTALLED AND MIIrRANMO SO AS ~ PLAM~IOB N 1NE MNOIIO AIEA AND Piat Cab. 1, S1. 250A, Plat 11 ~ ~ Z J
NOR 10 N1ERFtAE w1N SIGHT DIRT NBDS OF ONYERS AT l111RANCL/bR LOQA110NR ~ LOON. STAIDARDS ~ g,,, Zoned HB ~ Q
orti n of . MBp1ANCK P U
BtYNJ. OOORGIIAIE EXACT ~ of HvAC OONaICTE PADS rrTN . ~ >NMtT POI! DETALS. 3' R RERII 1D M6alANRlAL D. B . 41 P . 545 OON1RAa1oR. ,
ERA 0011111E RAN, " n_ J W_ ~ N I..L = W O Z n
W BE BNTALL®1a LOGIL TNT N ~ LINO at Cab. 1 O ~ ~
lIAL1. BE ICE 10 ~•::a•::::~:' . PRX>R ~ Od~11NIC11M4 ~ metK 24" RCP OUTLEt 2 OA Plat 1 Arm No S11de 5
VERPY 1NAT ALL RIDS PERMR IYD APPII0~.8 IIAV[ !D1 OBf 1 OR FANrCA11a! of ANY TRy EIALL BBONI UN1L 11E OONIRAOIIOR HAS ZNN ~ m Z
1X81 FI1011 ALL aF 1HE PEIBIITRNO AID FLARED END SECTION. INVERT = 87.0 Zoned NB DYED ALL PLANS AID ANY OnIIER DoouIENtA ~ ~ p'MK REi~A1011Y N1R10RI1E:8 FANINE OF 1HE 001111AC1DR 117 FOLLOW DESYGN FLOW = 10.44 CFS. O~~ ~ Z
lwwl IM1~ liE OONIRACIOR 1>D NMAE FLEl. IEO>PONBKlTY ~ ~ VELOCITY 3.32 FPS F110CEDIME YWOAIED BY ANY REEalAAJ110RY AII1110RI1Y. , W p U
w/E~lT YIOONOAININ QF 11E TOlrt APRON YNDT 8
BE PETI~ED r1 AOCaDANCE TSAI'111E a~T of 1NE LENGTH 15' ROAD Taltl~ StIALL AND MAIBMN.S lBC1N',A110I1a'. TO BE LINED WITH FlLTER FABRIC. SITE KEY NOTES: ' ~ ~o~ a
STA1E OEPNt1IENT OF 111ANSPORTA110N ODNS11aIC110N APRON ~ STONE TO BE NCDOT CLASS A, 9" MINIMUM 01 CONSTRUCT 30" CURB AND GUTTER ~ ~ 3
ANY AND ALL 4UAN111ES >NIOMI OR rPIBO ON 1NESE FLANS AIE FOR l8111A ESS THICKN 02 NOSE DOWN CURB v m
aR1POEE1i oILY. W s 03 8" CONCRETE PAD OVER TANK PIT ~ ~
O ® 4" THICK CONCRETE WALK ~,J ~ ~ a
Q5 MPD CANOPY ~ d
LEGEND O SITE O $ • ~ ~ zz~ 720 ~ ©MPD ~ o cu
O o
SIGNAGE N N ~V ~ 07 HANDICAP PARKING STALL ~?8 F © SIDEWALK FLUSH WITH PAVEMENT J
YARD LIGHTS 2 3O ~ 90 INSTALL H.C. SIGN PER DETAIL SHEET, SIGN TO INCLUDE "VAN ACCESSABLE' SIGN
® 5'X 5' LANDING PER ADA REQUIREMENTS, MAX 2!C SLOPE IN ANY DIRECTION ~ A z a
LIGHT POLE 10 DUMPSTER ENCLOSURE ~
e~,, POWER POLE ® INSTALL STEEL PIPE BOLLARD CENTERED IN PARKING SPACE ~ ~ °o N
® ASPHALT PAVEMENT 1" SURFACE COURSE/2' BINDER/8" STONE BASE ~ 7b ~
TRAFFIC DIRECTIONAL ARROW ® 8" CONCRETE PAVEMENT ~ ~
® CONSTRUCT 8' THICK CONCRETE DUMPSTER PAD. ~ ~ ~ ~
ACC HANDICAP PARKING STALL 3? ® TRANSITION FROM ASPHALT TO CONCRETE PAVEMENT PER DETAIL MEET w o~ a a
HANDICAP RAMPS • © PAINT 4' WIDE STRIPE, WHITE
~ ~ ® PAINT 4' WIDE STRIPES 045' 2'-O" O.C.
¦Il~tl~ll~~l~t~¦ PHASE LINE ~ 2'X 2' CHAMFER AT CORNERS OF CONCRETE PAVEMENT EVISIONS
PROPERTY LINE m h ® CATCH BASIN 1/9/08 EAST CURB ~ CUT, PIPE EXTENSION
- RIGHT-~'-WAY LINE 1~ ~ ® 8' PAVED SHOULDER, 5EE ROADWAY PLANS
~ ® 3.25' X 8' CONCRETE PAD FOR OFF-ROAD DIESEL MPD DRAWN BY NRW
LOT LINE
- - EASEMENT LINE ~ ® TURNED DOWN SIDEWALK AND CURB
~CAIT4'RI IAIF ~ POLE SIGN DATE: 10/16/07
® LIGHT, SEE UGHTING PLAN FOR FIXTURE TYPE SHEET OF
CONCRETE CAD FILE:SITE-PLAN
G
PAINT STRIPING .47 GRAPHIC SCALE PROJECT SHEET NO. 30 0 15 30 80
a 353 C.
11 .W ~ 1 inch = 30 ft, -'-I 722CE-1
- FENCE $ 870121 x-x--x x
SITE PLAN