20070468 Ver 1_Site Plan_20070801

Storm Drainage Schedule
y LEGEND
y~ ~ Station Structure Structure Rim/Grate/Top Pipe Pipa Pips Pipe Pips Pipe Station Structure Stroctun Rim/t3rate/Top Pips Pipe Pips Pipe Pipa Pipe
T oosn~a aa~ -oE oas~~o ov~~c Pow~x u~ p`~ ~ EP E10S7Ni0 NiON PMI -T E70S1Nifi UI~EROROUI~D IELEPlIONE IJlE No. No. Type Elevation Invert In Invert Out Mabrial Dia. I.~n{~th Slope No. No. Type Elevation Invert In Invert Out Material tea. Length Slope
~ DOS1Ni0 UGHT POLE ~ OOSiNlG SAtNTAR1f 9E~R lNff ~ ~ [~I Imo] [R] [Ins [~I Description I~l I~l L~l [Insl Imo] L~?R] ~sscription GRADING AND DRAINAGE NOTES
R/w RIdIT-OF-M/1Y -W E70SINi0 wAIER LNG 1. HIR'~1MI~IiK f~ANTRiB6 hNVE NOT 6E'B~1 ~TMMtE'D MD el1E M SFIOYIM Ib NOT AeBUA~ TO A
FIC AO E !PACE ~ DOS1Nl6 OAS LSE EXFES 1 FES 205.50 RCP 18 77 0.010 Upstream end of system ~fsystem. DI4 DI 202.50 197.70 RCP 24 27 0.004 Connects to C13. aNJINCED CUT/RLL CONDITION.
G~~y~ R°d ~k` DOS1Nfi l1iEE 70 REMAIN ° ° ° ° ° E~0577Ni0 pJRB MD OllT1ER - - - - - - JB 2 JB 207.50 204.75 204.00 RCP 18 338 0.014 Connects to CI 3. 3. D19 DI 202.85 199.55 RCP 15 54 0.008 Upstream end of system. 2. laONTRNCTI~R dF1ALL PERf~I HIB OWN ~i1rN7~ M!D OIIALL FlOONOE N.L 6NtTtMIbRK ~C~d1Ktf 'R')
~ R ~ DQSiriO FrlE HYCRANT PIe0P08m dJRB Alb OU71Qt AGHEVE TFE D19DIAd t~11DE. Nq.UDN16 MK OPP8ITE OORIOOW OR ePOU.s REt~JNl~. GOMR/ICTnR 6FWl Pi~04ADE POetTNE DRN~NG~ N ALL 6R/1DED ARAB, MICWDNB PAVNG, WM~ M~ W~D8Cd1PE AR611B.
~ PROPERTY LSE - - - - - - CB 3 CB 203.20 199.10 197.60 RCP 36 65 0.003 Connects to DI 4A 4A - - - - - - DI 10 DI 202.45 199.10 198.35 RCP 24 214 0.005 Connects to DI 11. 3. 7HE GONTRIICT~R BFi~Vl 1~EDYITI~.Y REPORT 'T~ O~WI~R /Wr DIOCREPN~ PnlJ1~D dE1WEEN /IC~UN.
~ PROP09ED fMlE FIYDRANT DOSiMG NIAIER VALVE DOS1Ni6 OON'IOUR lME 197.60 RCP 24 From DI 4. l9ELD GOI~DITIONB /N~ COI~TRUCTION DOCUMEMB AND SFNLL WNf PnR N~TRUGTION PRIOR 7b
o Ite g PROP06ED CONTOUR UNE ~ E~OS7Nifi wMQt iEIER ;~.2 ~pg1NIC SPOT ElEVA710N - - - - - - DI 11 DI 205.40 197.30 197.30 RCP 24 70 0.006 Connects to DI 5. PROCL~N~6.
- - - - - - DI 4A DI 202.50 197.40 197.40 RCP 36 190 0.003 Connects to DI 5. i. 201.95 RCP 15 From D18. 4. QONIR/I~C'Tt~R BFIMl VERITY LOGITION OF NLL l~IDER6ROIJt~ UTNJ11~ PRIOR Tn dE61NJN6 MInRIC, ~Oi}~ PUdUC N~ PRNATE, laONIRA~CTGR Ib I'ULLY RESPONbIbLE 1'nR N.L UI~D6~6FEOUt~D UTIUTI69 MD BFW.L
o ~ ~ DOS7N0 OAR VALVE `.~.j PROP08ED SPOT ElEVA710N U - - - - - - DI 5 DI 205.40 196.85 196.85 RCP 36 18 0.006 Connects to DI 6. i. D18 DI 205.40 202.15 RCP 15 18 0.011 Connects to DI 11. RE?NR MfY LWrN6E /IB A R~IlLT OF THI6 C~ON~RACf.
3 ~ QA.4 ~Qt T~l~ 1~ ~~it~ 2 196.85 RCP 24 From D111. 6. CONiRAC'R~R 8MN1. 6LEAD I~EW EARIFM~ORK 8AA00?HLY Tn TRMIDITION ahCK TO EXI9TNG GRADE.
D0511N6 SANTARY SEMIER MANFIOLE _ _ = E~OSiNO S10A11 ORAMIA~OE LINE DI 12 DI 205.40 202.15 RCP 15 18 0.011 Connects to DI 13. 8. 7HE PIdOPOdCD OONil7UR8 MD ~PO'~ OAMTION9 dF10NM N ORIV~. PARKNdB L019 MD 81DBM~UCb ARE
DOS'Tri6 51011M 9EMFR YAIMIOLE a~ PROPOQED 87~R11 DRAM! PN~E - - - - - - DI 6 DI 205.40 196.75 196.75 RCP 36 70 0.003 Connects to DI 7. I. RN9FIED B.EV/17101~ NCWDING MPFNLT. REFER ?O PAV9~If CIOOeb 86Ct10N W1T/1 Tb ~T/1dLIDli
PI~O~D 110 ORM! PpE = PROt+OBFD SiCRII 8E~ YAIN~IOLE O - - - - - - DI 13 DI 205.40 201.95 201.95 RCP 15 70 0.010 Connects to DI 14. ccr eu~ oR n er~eE aou~ ~ew?roNe ~ ~ oa~rEV ur~c~ n~a ~orrtw~cr. 2 3 2 0
DOS1NlG DRANiAOE S1RUC11JRE - - - - - - DI 7 DI 205.40 196.55 196.55 RCP 36 206 0.003 Connects to DI 15. 15. ~ ~rrwr ors wrtraur ~w ~ ciaoeioN cavrtao~ Puw ~ eue,~cr ~ ~ W. Morehead Street
c0~ DOS7Nd0 U1NJiY POLE ¦ PROPOSED OItANiAOE S1RUC'NIiE E~OS'IM~10 FENCE L~N1S OF COIiS1R1lC710N 201.05 RCP 15 From D114. DI 14 DI 205.40 201.25 201.25 RCP 15 18 0.011 Connects to D17.
-UE- E70S7NiG lNiDEROROUlO ELECTRIC LSE .as E~OS'IMlfi DOMIiSPOUT - - - - - - DI 15 DI 203.50 195.95 195.95 RCP 36 65 0.003 Connects to DI 16. 16. FES20 FES 202.15 RCP 15 63 0.006 Upstream end ofculv~ert. a c~~rt~- a~ ~ mom ~ e~cw.i wne~ e°~pc~ u.Y ~ ~ Charlotte, NC 28208 n~ corre~rRUCnoN esauerc~ eHOwN oN TM~ Puw. IYl dt~PBb MJST 6E dE~ED MID A~JLL~1~ WRHN 16
w~i~e~wr~e ie era~irr~~. eu~ b eHORr~. ~u. an~~ ins, ~a w~c~ a~~ oR eo Landscape Architecture
DI 16 DI 202.10 195.75 195.75 RCP 36 252 0.003 Connects to FES 17. i17. FES21 FES 201.80 RCP 15 Downstream end of culvert.
s. cROes e~ o~ av~wwxs efwa. ee ~/4'/Fr. prwc~. Architecture
INV17 INV 195.00 RCP 36 To pond. 1 to. ~ ~ - ?"3'~ Site Planning
WCS 18 WCS 203.75 201.00 RCP (2)- 18 35 0.000 To EW 19. ~oo~ ~r~o~e ewu.i ee evR-~ w~c. e~ w~cw~e. ~.ax ww. ems. ~e' cau~. Civil Engineering
1
EW19 EW 201.00 (2)-18 OutfalltoBatdeboroRoa Notes: 1 oro Road. ~ ~ ~ wwwsitesolutionspa.com ~ z.
1 u~~e on~e~ Hor~v, nie ~rn~cau. co~ctaN ~ arts ~oo~ oww ~ Me n~ ~ Telephone-704-521-9880 13' NBTNIED dY 1HE PUJA~NC' GOWi~IGTC)R EFhL~ dE AMDE dY ?NE 611E UTILrtY ~NiR~C~R. Faaimile-704-521-8955
CB =Catch Basin; NCDOTStd. IndexNo. 840.02 and 840.03.
DI=Drop Inlet; NCDOTStd. Index No.840.15 and 840.16. MH =Storm Manhole; NCDOT Std. Index No.'s 840.51 and 840.54.
JB =Junction Bob NCDOT Std. Index No. 840.32. ' sl~S:
i EW=Brick Endwall; NCDOTStd. Index No. 838.11.
WCS =Water Control Structure (Precast Reinforced Concrete).
RCP =Reinforced Concrete Pipe, Class III. Watertight construction ("0" ring gaskets). '~M~p11kly~
FES = RC Flared End Section. 3 ~ ' ~
s S~ s ~ _ = s
~ ~ ~ W S73'48'20"E ~ ~,~4 = i E
1248.85 t ~ +;~s ~r
EXISTING R/W S73'33'44"E 412.15 ~I ...w f p a°~~~
RED OAK - BATTLEBOF~O ROAD
- - 210 EXISTING RQI1D 81D~ II DITCH TO REMNN ~p pp
~~n~' ~ S.R. 1524 - 60' R/W DITCH TO R6uVUN
EXISTING CL 7 - - - - - - _ dCIST1NG CULVERT _ 00. ~ S CC 00. _ E ~~-w, PKS
-
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BTRUG"RJRE, TYP ~ ~ ~ ~ ~ \ , / ~ BTRUC STRUCTURE
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~ ~ i ~ ~ ~ /J~ ~ 206.2 ` ~ . ~:,ti 1 4 200 Checked By: D. will~ms
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~ .s 2 \ ~ a~u swn~ ~T r • • • • ~ ~ ~ # 10~ 10-07 NCDWQ COMMEM'S BMP DESIGN
eX._ i ,te.. iR=_ ~ / .':::'.~~~~~~.~..~,:,:~~~~~'~::.:4:..;~.,-~ MINI M OF 1,25x TO / \ ~ . . T RM STRUCTURE, :~:,~1.~ #2 07-31-07 NCDWQCOMMEI~T'S BMPDESIGN
\ IN ~05.01~ ' ~ .'.R X4.8 \
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, ~ ~ ~r ~ ~ ~ GRADING AND ~ DRAINAGE SCHEDVLE
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' ' 61 SOP INLET - - - - - B~~fiAL~,-~7~~2- - ~y;,. -~.''.°.s EW END WI1L.L - - - 8~ DEfNI ~,-77C 200.2
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