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AI gjES - ~ , YN,yM \ ~ •n.v.. • ~ N ro ec o. N59'25'p~,,,~ it NI YSty~,Y ~~VN ` Ary4 ~~s WyV .,N' r raven . a an r•`.•fi ` • EX. NAIL `i ;w: ~ esi n an ~ ~ ~ hll. ,`N• :;~1~r ww ~ 1 {1e~~re~ Rv 1' W.~~iw•w• a.nc~nw v v. nm~aiu EX~ST~N~ ~ Date: 531.07 R/~,y ~ ~ Revisions: #I 010-07 NCDWQCOMMENTS BMPDESIGN shy r~~: Existing Conditions/ Demolition Plan sheet No: • 40 0 20 40 80 1°=40~ Storm Drainage Schedule y k n ~ ti o Station Structure Structure RimlGrate/Top Pipe Pips Pipe Pipe Pipe Pips Station Structure Structure R1m/GratelTop Pips Pips Pips Pipe Pipe Pipe ~ -ro- - E~OSIN~G SIGN -oE E~QSTGIG O~HEAD POOR UI~ fi~ No. No. Type Elevation Invert In Invert Out Material Dia. Length Slope No. No. Type Elevation Invert In Invert Out Malsrial Dia. Length Slope ICI [~l [Insl Description ~ system. DI4 DI 202.50 197.70 RCP 24 27 0.004 Connects toCl3. GRADING AND DRAINAGE NOTES EP E~OSiNrG ETON PDI _T_ E~S1NSi TE1E~~ONE L~ ~ [~I [~I [~1 pal Description ~ E~OS1NrG LIGHT POIF c-'~- E~OStMlG SN~NI'ARY SEER LNG R RIGHT-OF-~IIY r~n~o~c a~r~rtme~ w?ve gar eaTwr?~ „w errs ~e eHO,~ ~e Nor ^eeu~v ~ ~ er~uurcty cur/pu. cor~vrtaK W- DdSiN~ w11TER L~ HC AC~BLE SPACE -G E'XISTN~lG GAS LNG EXFES 1 FES 205.50 RCP 18 77 0.010 Upstream end of system. ~ DESIING Tt~E TO RE~IANI - - - - - JB 2 JB 207.50 204.75 204.00 RCP 18 338 0.014 Connects to CI 3. 2 DI9 DI 202.85 199.55 RCP 15 54 0.008 Upstream end of system. 2. COPRRACTOR 9F~111LL PEA HI9 ONM B9T~NT~ M1D aFWl PROIAOE Nl FARf11NI~ORIC t~CE8~1RY Tn NCH~°ME TF~ DL~DIQd 6RI1DE. NCWDNG MIY OR81fE o0RI00W OR eP0118 R64U~tED. CON~WIGTI~R SFNLL Red = DOSIMIG CURB AID aJT1ER ~k. ~ / r o R PROP06ED CURB AID OUTIER P(~01ADE POdITME DRNt~Y16E W Nl GRADED /1RHI6. NdCWON6 PAVMdCs, L/WIM M1D W~D9fJ11PE /1R6AB. o DOS1N~ F1RE HYDRANT PROPERTY LNE M - - - - - - CB 3 CB 203.20 199.10 197.60 RCP 36 65 0.003 Connects to DI 4A DI 10 DI 202.45 199.10 198.35 RCP 24 214 0.005 Connects to DI 11. 3 DI 11 DI 205.40 197.30 197.30 RCP 24 70 0.006 Connects to D15. 3. 7F~ OOMR/~CTbR BFWl N~[DYITELY R~ORT Tl7 OWNER /WY 018CREPMK:If'9 PnIJND 6E11NE~1 NGTIJAL PROf~OSED FIRE HYDRANT ~ ESIS1NiG CONTnUR LII~ 197.60 RCP 24 From D14. Rd~ COPDI110N9 AWD COP191RUCTION DOCIJ1~6~1TB AND SFIIILL VMAIf FrDR NB7R11CTION PRIOR 1~ PttOGEEDNr6. 3 E~OSTIHG IEATER VANE ~ e a PROPOSED COHTO~i k o 4. G~OMWICT~R SFIALL VERIFY I.OCI?TION OF N.L I~ER~OIJhID UTNJ'~I196 PRIOR TO 6661MING YMORK~ 00?M E~OSTNrG WATER INTER ~ +na.z E~S'iNQ SPOT ELEVAT~N o ed D14A DI 202.50 197.40 197.40 RCP 36 190 0.003 Connects to D15. 201.95 RCP 15 From DI B. 4 DI8 DI 205.40 202.15 RCP 15 18 0.011 Connects to DI 11. PU6UC MJD PRNATE. OONTRIVCTOR b I°ULLY REBPONdIdLE PbR N.L UOUI~D tJ11l1TIE8 MID SFW.L ~p OV k ® DOS1NrG GAS VALVE o ~i PROPOSED SPOT ELEVATION ~ 7~.2 DI5 DI 205.40 196.85 196.85 RCP 36 18 0.006 Connects to D16. R~NR MIY WIMIIGE /1B A R6DIJLT OF 7HIB OONTWtiCf. ~ ~ ~ E~OSTNrG GAS INTER TI]rPORARY TREE PROTE~CCTION 91~RRICADE uC~oe 196.85 RCP 24 From D111. b DI 12 DI 205.40 202.15 RCP 15 18 0.011 Connects to DI 13. 8 DI 13 DI 205.40 201.95 201.95 RCP 15 70 0.010 Connects to DI 14. b. COMWIiCroR bH11LL dLEM WEW EARTtAMORK eM00'THLY TO 7RM191TION aK~C TO EXI67NG GRADE. i E~OS11N0 SAIGTARY SEWER MANHOLE - - - - - - E~OSIN~O STORM DIitAS1AGE LN~E 8. THE PIOOP09ED CONTOl1R8 MD SPOT ELEW~TION9 8F~01M~ N DRNBB. PNtICWG LOiB N~ 81D~IIfNJCB ARE PROP0IED SinRM DRAM PPE E~STING STORM SEAR MANFIOLE - - - - - - DI 6 DI 205.40 196.75 196.75 RCP 36 70 0.003 Connects to DI 7. FINI811ED BPp1TI0N9 NCWO~ A6PW~LT. RB~R TO PAVBrt7df CR088 96C110N OV1Tl1 T~ ~T/16LJ9H coRt~cr euee~neE oR ~oaR~v?~ epee c~ouu~ et~r?~ ~ ee co~~r~ wrvet n~ ooHrwicr. 2 3 2 0 -~iP- PI~~ R0~ DRAIN PPE PROP06ED STORM SEAR MAIS~OLE 0 DOS1NrG ORAHII~ SIRUCIURE D17 DI 205.40 196.55 196.55 RCP 36 206 0.003 Connects to DI 15. i. 7 D114 DI 205.40 201.25 201.25 RCP 15 18 0.011 Connects to Dl 7. 7. 6RI1DNdf' MARE 7WW OPIE I1GRE WRNOUT MI MPItOVED E~0910N COWT~OL PLMI IB BUE~C~ 'tb /1 FIB. W. Morehead Street ~ E~OSTNrC UTSJT'Y POLE ¦ PI~OPOaED ORIIN~IAGE SIRUC'11lRE 201.05 RCP 15 From D114. ernauv~no~ ~a TMs sear woa~ of eraoe~ cwr~r~o~. Tamer e~ ~ r~.~eew~r ~ ~rne~ Q Et00ElON GOMI001. ON IAIOAE DEMJD~ NtEI~ MID B~ECWlY WHBd eP6gFICNlY R6QUIR~ llb PNR OF Charlotte, NC 28208 DgS1GIG FENCE - - - LNrNTS OF - - - - - DI 15 DI 203.50 195.95 195.95 RCP 36 65 0.003 Connects to DI 16. FES 20 FES 202.15 RCP 15 63 0.006 Upstream end of culvert. TF~ G~ON~1RUCrION dFIONM ON 1NE PL/IN. Nl dLOrdb I~JST dE ~ MD 1~J11~IiED NRIHN 16 YVORKMdfi OV?lt~ OR 30 C~/1t9rDNR OV?ltb~ WFNCMLVFR ID eHOR1F~l. /W. OTH6t Nl6M~ 16 YMORKNB ONI~ OR 90 UE DOSTNdG UNDERGROUND ELECTRIC LSD •06 DOSIHG DI~SPOUT b ~ Landscape Architecture - - - - - - DI 16 DI 202.10 195.75 195.75 RCP 36 252 0.003 Connects to FES 17. ~7, FES 21 FES 201.80 RCP 15 Downstream end ofcuivert. CAA BLDPE OF 81DEWNK9 9FNLL bE 1 /4' /~r. Site Planning 0 10 11 pro Road. 1 13 EXISTING R/W S73'33'44"E 412.15 0. INV17 INV 195.00 RCP 36 To pond. ~o. ~N- ~ ' Civil Engineering WCS 18 WCS 203.75 201.00 RCP (2)-18 35 0.000 To EW 19. 11. ~ ~ ~ ~ 1.6x MN. SLOPE. 1~ A~M~JM COMER. yyWW.sitesolutionspa.com PIPE I~NGTH9 BFIOMM ON CUWERT~ NCWDE I~JIRED BVD 8EC710N9. Telephone-704-521-9880 EW 19 EW 201.00 (2)- 18 Outfall to Battleboro Road. 12 I1N.6D6 pTMERyy~pE NpTEp, TME pH~K,K ~~~M~C'TION pE1yyB~1 ?1g SITE Rppf pRjVd p~pE Mq T}~ PIPE Facsimile-704-521-8955 Notes: 13. NbTALLED dY 1F1E PI.IJI~IWG COI~ITRA~CTt~R BFIN.L dE MADE dY THE BITE tlTNJ1Y COPITRNCTOR. CB =Catch Basin; NCDOTStd. IndexNo.840.02 and 840.03. DI =Drop Inlet; NCDOT Std. Index No. 840.15 and 840.16. MH =Storm Manhole; NCDOT Std. Index No.'s 840.51 and 840.54. JB =Junction Box NCDOT Std. IndexNo. 840.32. Seals: EW =Brick Endwall; NCDOT Std. IndexNo. 838.11. WCS =Water Control Structure (Precast Reinforced Concrete). RCP =Reinforced Concrete Pipe, Class III. Watertight construction ("O" ring gaskets). FES = RC Flared End Section. ~y~w~r«1~~My M~ i?!• { : ~vrrr' '~f'~~:4 ~ v' Y • r f/ ~ ~ ~~I~aCAROV ~ti ?i J.. fi r'' ~ _ .1 } r~ww~v~w+w ~'11111WMM i ~ ~ ' 4~ SEAL ~4s9. s ,r~~+ RED OAK - BATTLEBORO ROAD is3aa s DCI8TING RQM SIDE S.R. 1524 - 60' R/W EXISTING ROM SIDE II DITCH TO REMNN TYP 00. f~ '~f f ,N{{{' DITCH YO RDuWN EXISTING CL ~ ~ ~S CC ` p' ~ p+~" - - - - _ _ DCISTiNG CULVERT _ E r,..~,, PKS .iMr..ra~ l ;yX115 ~5 f '4 F inv.=201.13 - - - f Cr11•o7 7~ ice' ~fr~: 24 RCP - ,P - - - - ~ - - - ~...._.~.._--W. out- ~..~-~~~f~r ~IIF-~iimr r r ~ -ice ~ ~ -lam r.v..: < ~yrr~ ' wrq~y~y,. wr.`...rwM.y'M"„°,'; m.. uwa mv+Y ~ ti` S ~ ~.n...... r.~o++ti .mw.. / mo"w""""" ""'n'rrr rr~~www+.nw ~ __M_..~ - w..... - --~T~~~~-~-~ y r ~ ~ ~ ~ ~ tf .•ty ~ AMA ~MN iii= ~ ~ ~ i~~ wr ~ii~si;w~w ¦iw... S7~48'2 E 768.4 - I O v~ SEPTIC ¦.D AREA nW 1, {fA... .i ~.:ia i. i. » ~lyY ..f n.:. ?.n x ~.'!•'.•1. f.. .IN. Vi~}til •f ~'l~ti ...a ~ AW. •xn v.x ~vn .r:. f U ' 1 } I•~/ y S ~ f ft y ~ ` 1 / T r ~ NVD TRNL NOT TO j N••4rti \ 1 r DC 1:2A VERT1G1l. SLOPE _ . ~ ~ 1~ X CR088 ELOPE, 7YP. ~HP .r , , f O ~T~.. X205.30 ~ - ~o ~ ~ / ~ ~ NhGE BWN.E AT A ~ MINIMUM OF 1.OOx TO . ~ BTORM STRUCTURE. ~ ~ . • y _ ' 2 ~ ~f ~ 203.50 T10N ~ k ~ N ~ / / ,~o ~ ~ AT A MINIMUM OF I 1.25X TO STORM ~ ~~y1~" ~ ~ 12 STRUCTURE, TYP ~ / ~ BTRUCT ~ / ~ PERM/WEM 9~AERGE ~ ~ f RIP RAP BPILLW/?Y / / v~ ~J ~ 20 x12 x3 , BPILLW/11 C~ ~ C~EBT O E1~1/ 204. c~~. STRUCTURE \ J 1 W MERC~iJCI~ HP ~ 204.95 ~ ~ LW/?Y /~T f 206.47 2 ~5 ~ 20 fj ~ 20 ~ ~ ~......1 \ PERMI~NENT ROCK ~ ~ ~ 205 ~ ~ a °p 1 ~ courrrs o ~.oox, I ~N ~ . } a ~ /1 /1 INIMUM 0 ~ 1 ~ ~ 206.30 ~ CREST O ELEV `~s ~ 2 V ~ O a a ~1. X STORM / ~ UCTU TYP a~ ~ 1.20 / j~ ~o ~ ~ ~ ~ 1: ~ U 1 ~ I ? • ~ a z .a / ~ ~ I ` ~Q / o~.se 2 .47 { ~ ~ 0~ 20 .50 ~J / ` ~ f } : ~ X~ ~ ~ 20f.20 ~ / 1 J J \ ` -NIP a 1 f ~ j ~ ~ ~ ~ P o f j( 1 ~ ~ \ 1 206.20 = Z PROPOSED STORM I ~ NIP ~r \ ~ \ ~ ~ ~ ~ ~h BTRUCTURE~ SEE / - ~ ~ ~ ~ STORM SCHEDULE, ' 204.95 ~ O~ 11rP / ~ ~ ~ ~ ~ T T C~ ~ \ I , 2 26 ~ ~ ~ - ~ ~ROPOS~D SILT ~ ~ ~ HP ~ ~ 206.20 206. ~ ~ NCE. SEE Q .y } HP 5.40 ~ f~ ~ OSION CONTROL r , N ~ \ \ E .D 5. ~ 6.20 f ~ UW. V ~FE 206.20 205. ~ ~ y ~a8 2~ ~ ~ ~ ~V` / ~ / \ p 205. l ` ~ { 206.20 2 COI~t~UCT10N UMIT U O ~ { ~ 0 ` ~ i 205.75 ~ ~ ~ ~ ~ ~ 41 ~ ~ II 06. a w,~ ~T ~ NIMUM OF ~ ~ { x ~ .2bx TO ~ORM~TRU RED TYP I HP ~ z I \ 20 J f ~ / n ~ 207.88 206.47 / ~ / q ~ s~ ii ~ HP .20 206~0-~ ~ ~ ~ ~ .35 ~ ~ oe.2o 205.90 ~ ~ ~ O ~ ~ ~ ~ ~ , PROP08ED TREE UNE 2 6. TE3, ~ .30 Hp { • i 05.30 ~ ~ ~ 205.P 3' ~ ~ ~ ~ ~ ~ ~ 205.40 i ~ / ~ ~ ~ f ' r~~ ~ ~ OP08ED STORM ~ ~ I ~ ~ / ~ `~~l ~CTURE, SEE 205.7 1~ , ~ ~ 6~,ORA~, SCHEDU 205. [ ~ / ~ a ~h~ / / ~ \Np\\ \ ~ 2oa.so fir.:.. ' ~ 06.20 a7 ' ~ ~ f 205.75 205, ~ ~ - ~ EXISTING WOO 206.00 AREA TO REM 2 ~ ~ ~ ~9 WOODED a~ M a N ~ \ \ \ \ 'r 1 ~ \ \ \ J REMAIN y ~ EXISTING WETlANDB \ / I " O \ \ \ / / ~ j TO RE~MIN f f ~T . o~ ~ ~ y \ ~ ~,-1' f'' WNLKS MID TRAIL / .2 TO RM / ~ 8 RE, rr,, ~ , Project No: 1864. TO DCCEED 1:20 / ~ ; - Drawn By: It. Calahan ' VERTiC~AL. SLOPE 2X CROS6 SLOPE, ~ C~ i / 1 1 ~ t i~ ~ I ~~~~q~4~ ~'m "ti ~ ~ ~ ~,r fir. ~ ~ r`~.' ~ Designed By: R. Calahan ~ ~ 'Y~ ~ ~ ~ j X p 5. ' ~ ~ ~ ~ ~ ~ t,necRea ur: u. rmrams A V 206,2 ~~4. ~ . ,50 . ,J. ~ , ; Date: 5.31.07 lA ~ ~ •yN 1 1 ry4rM1 Vr r ~ tiV A / 1 VJI { x F S r ~ • ~ ~ ~ ~ ~ ` ~ HP ~ i r r 204,9 ~ ~ / ~ ~ ~ I~•~``-~•~~ ~-~'~•~w •~t' ~ Revisions: ~ 2 ~ ~ ~x ~wu swn~ ~r DW ~ / ..,:~~~~rr.;;:#~:::~•:...,:;.:,,,;~~::~~~:•.:::.;~~ MINI M OF 1.25'X. TO ~yl rJJ • r • . ~ . # 106-10-07 NCDWQ COMMEM"S BMP DESIGN ~ ~ T RM STRUCTURE, \ ~243~:~ • r ( ~ / • r 4J ~ . • • IN =205.014 ~ ~ - 4.8 \ \ ~ ~ ~ r r ' • / r • • `n. :y. s ' 206,20 . . ~ ~ f ~ ~ i i ~ 2 • • N it • • • t V GRADING AND DRAINAGE SCHEDULE ~ ~'~o ~ , t_ • y • , .wwM r r .ter ..,Nw~ ; . .r`r,.. ' ' FES FLJIRED END SECTION 8EE DETNL x,11 /C 200.2 tip, VVMM~ WIMA VVM/H VnMM ~ J • 1 rrr+~R `~nve„ ' ~ 4 rr M~vMF Mr~~ ?J } • • • • • • • / 1• .r W~$-Wfi7ER G`~NTRaL S'i1tD~1'l7RE~ ~~-DETAL~~~~/~~1 ti a:.' ~B ~Ti'~Fi~BTFI - S€~~I'AL~,-fJ~--~'2- - e~ s~o~ P ~ ro oasn C~ I ~ EXTEND P E SY~T~A ~ ~ ~ PROP08ED TO~v) BTR ~ STORM SCH LE. rr~r \ ~ ~ rrN~ • • • • ~rvl BTRUCTUR~, ~j 3¦ w ~~,~~~~~'~~~~~~~':~':~.`-~~~~'~J . } LP .r ~ ~q, r rr ~ • • • • • ) • • 3.50 .r~ ~ . ,,e ~I 3ROP INLET - - - - - - - - e~-D~i'Ai.~; b7E~0~t- - .G~ . , .W i yrr. o • y,• • ~ • •ti~ • • • • • t ti t r - fir. . . • • • ~ . . • ~ • • • "4y • • • • • \ • .::.4 EW SID WAIL SEE DETIVL 77C 200.2 ,'„~`,c,' ~ CO CLEMIOUT - - - - - - - - - SEE DETNL ~,-127C 200.2 - w+~aewr~~rr~a~~* ! ~ 1,~ • • • • • • • • • • • `vl ~ f • • • . • • • • • • ,t ..`Z - - - ~'~f~t~TP~ 6E~(Fl~i 5~~~'NL~~6j~~2- 8il'?W CUT # ~ ~ PROP /1 ~:~I ~1 • • . , • • . • . • 1 , r,'~ TO MEET 7CH ~ ~'..w......,,.~~~..w ~ ~ as ~ ~ ~ ~ ~ ~ ~~I PVC SLEEVE, E)CTEN~ SLEEVE ;1.': ~ ~ ~/2' oo~ F~CISTING ~ ' esnc ....m . , . ,f~• O O HP 18' BEYOUND E OF~ , r;..,....M ~ / 24~ .M1 ~ 04 PAVE~AENT W OFOVER,/ ' ~ • •4• • • • • • •'ti• • • • t • • • • • • • • • • • • a, • • • LP f . ~ ~ :°,~'.~'~ti ti _ Sheet Title: 205,85 ~ f 1 4V,. ; ~ f c ~ r i ~ ;4:.,:: r r '4 ~ • • • • ~ • •~G • • • ~ • I' • • • • ~ • • • • 1 ~ y,~ . ' r ~ ~ ~ ~ ~ t ~ ~ Gradin and I r. 3' r' i • • • • ~ • • • • • • • • • • • • • • ~ ~ ~ ~ ~ ~ Drainage Plan , ~ ~ ~C •p~ . ~ ~ DRNW~GE 8W AT A MINIMUM ''t ~ ~ r ~ ~ :f:::.:. N ~ ~ _ , ~/2 ` 1, 05.25 1~ OF 1.OOX T 9~T0~1 2 ~ , \ STRUCTURE 1 , ~ 4 • • • • • • • • • • • • • • • • f~ • • • •N i' ~~a. ,sue`::.:: , ~ ~ ~ ~ r • • • • • • • • • yy •Y~• • • • ~ • • r ~ V + • ~ • • • •~o- • • • • • • • • • tic. • • • • •~i • ~ C v ~ tti l 4 • • • • 1~ /1 • • • • • • • ~ • • • • 0 ~ 3. 3' PVC EVE \ ~ 05.13 ~ ~ ~ YMMn' yW./W / ~y 4• ~ W MM1MI ~ • • • l • ~ • • • • • • • • • • • • • • ~ • In • • • ~NM yAYVM~ • • • • ~ • ~ • • • • • • • • • • • • • • • ~ µIVM r • ~ • • • • 1• • • • • • • • • Fyn yyMK~n } • ~1+L • • • • ~ • • • • • • • • • • • • • • • • ...w...._...._-~- HP ~ ~ . • • •h • • • • • f•J, • lug • • • • • • • • • 7 k~ ti IA { • • • • • • • • • • • • • • • • • '1, 206.2 i'' : ' ' f ~ ' F' ' r III Ire yet rrr ,~,.~~~i~.~.' err rra ww ~ ~Yw ~ r~. ~e~ fay e~ "ice t rrt r~ u~ t rrt fru ray sE r i. ~ 1E ! Y l E ~ ~ t r r ' ' . . ~ ~ ~ ~ ~'~-~¦MATCHLINE~ Sheet No: . . I 1 ' ~yi • • • • ~ • • • • • ~ • • • • , • ~ • • • • • • • • }r~. 4 4 • • • • • • ~ M+~ • • • • ~ • • • • • • • • • ~ • `~~,...r~' NIP"' \ ~ / ~ i ~ ~ • • `h` • ~ • • • • ~ • • • • • • • A• • • • • • • ' r` • • • • • • ~ • • • ~ • • • . • • 7~ . . • • • • • • • r • • • . . • • • • • • • • • • • • • r ~ • • • • • • yh • ~ • • • • • t~ • • • • • ~ • • • • ~ • 1~ ~ f:•. . GRADING AND DRAINAGE NOTES ~g LEGEND y'~- ~ 'r E10S11NC SIGN ~E OOS1fi0 011OMfAD POMEI! L!E 1, c a~nr~rtme~ w?v~ Nor ~ ~?~c ~wc errs ^e er,owrr ~a Har ~eei,~c ~ r~ee~r ~ cur/pu. co~romoN. EP E~OS'IMiO NEON PN -T DOSIMIO tNl~q lE1~PF1aE LRE 2. 2. CONTWTRIVCCfOR BFW.L PERF~A f11B OWN B~T~M1~ MD eFMLL PIOON~E /1LL 6ARTFMIORK NGCBD~AR1f TD ~ EJOS1NiC UGHT POLE 66 E~OS'INiO sAlNTARY SE~7t IiE K.~IEVE T11E D~IQI MADE. NCW0~16 /Wtr 0lT~tE OORIOOW OR eP01t8 REf~MJNlED. GONTRJ~GT~R BFW.L R/W RIOFIT-0F-MNY -W E70Si~l0 ~111ER LSE PFOOVIDE P091iNE DRNWI6E IN All 6R/1DED Ntfillb, MiGWDN6 P/~NN6y L/IMIM MID LMOeC'IIPE Nt6AB. IIC AC.E !PACE E~OS1Ni6 QAS L1E 3, 3. T11E CONTRI1CiOR EFW~. Nrt~i[DY1'T~Y REP~ORf T~ OWPER /Wr DILCREPI1NgE'!e POl11~D dE1WEEN IICTIJN. 19F1D COPDITION~ MD CON97RUCT10N DOdJl~li~ M~ BFYILL YW11T !~R Md9~RIJCt10N PRIOR 10 a~ R,d Q DOS'IMiQ 711EE 7~ NEYNi = ° ° ° ° E~OS7N10 CURB IMO OUTIER PROC~N~6. R ~ E~OS7ri0 FNiE HYDRAgT ~ PIOOPOOm CURB AfO OIJTIER ~ PfEOPERTY LriE 4, 4. CONTRIICTI~R BFIN.1 NBtIF°Y 1~f,11TION OF Ml IJND~6~OlJND UTBJTI~ PRIOR OE6IMN+IG MIORK~ 00TH PU6LIC M~ PRNA7E. COMRACrOR IB I'ULLY RE~P~Idll 1°bR N1. UI~D~61001JPD UTILIT~9 MD dFW.L REpNR MIY Q~1MA6E /IB A R69ULT OF ?NIB C~ONTW~Cf. g' It@ ~ ~ E10SIM6 wl17ER VT PItOPOBED CON10Uft LME o ~ g ~ D037NiG 1MA7ER IETER +7ss.2 E~031Ni6 SPOT ELEVA710N 6. 6. COMRhCTnR BFW.L dLEM i~IN FJIRTFNVORK 8M00'THLY 1b ?RMIBtT10N 011iCK T~ D(Ib7NG GR/1DE. ~ E~OSiN6 QAS VALVE ~j~y,Z PROPOSED 9POT FJEVA710N 8, e. nie ~oPOS~ co~rnoura~ ~ aPar ~no~ e~awH ~ vim. P~cNS ~ Mc e~vewuuice n~ a° DOS11Nfi QAS METER IE~ORARY 7RFE PROlEC710N BAMNTADE FINAFIED 6.NN?T10N6 NCWDING /16PW1LT. R6~R ?n P1MIBrB~If Ci0096 dECT10N GV?TA TO BbT/16LJOH OORREGT EU6Ed19E OR /16atE~?E BABE C~OIJREE ELPW1?IONb 'ro dE OOI~PI~7ED l1PDER 71118 OOMRIIGT. Z ~ DOS1rlfi SMNTARY SEAR WlflIOLE _ _ = DOS1N0 S1CRM ORIWl1~ LNE 7, 7. 6RI1DN6 MORE TfNN ONE I1GRE MRTtIOUT MI MPIOONED ER0910N G~ONTi00L PUW Ib BUb~Cf 1~ A FNE. DOS1r10 S10W ~~R MA1~10LE ~ ~1 DRAN PPE ~ PROPOaED ROOF DRAMA PPE 8, i~11O~1 Ib THE eB6T l~WI 0~ Ek0010N OOMi00L ?L7rP01DNCr ~DN6 19 I~CL'b6~Ktf ?0 /ICFNEVE Q 6EObIDN COMRbL ON LAIOOE 0lNJ0~ I1Rdb MD I'~BpN.LY WH19~1 ~ECM9CN.LY R1541JIR~ M ~Ntf OF 2 3 2 0 S P~aOPOBED l10R11 ~~7t MAIiIOLE O E70S11NG ORAIlIA~ S1RUC7URE 1t~ G~OM6IRIJCTION EE~6lUBrCE eF~OWW ON TF~ PL/W. I1L.L ELOPl~ M1dT dE QED MD I~JLGH~ NRTHN 1b wasc~ a?~ oR ao c~a~a a?~, w~ua~ ~ . ~u. o~ tee. ~6 wand a+n oR eo W. Morehead Street c0~ DOSiNO U7NJ7Y PdE ¦ PROP08ED DRAN~IAiOE 871glC1URE cu~xwe ohYe wH~e~ ~ e~r~. E~QS7N0 FfIiCE - LY1S OF OONS7RllC710M does ~ o~ ac~uxa ~ ~/4'/~r Charlotte, NC 28208 -UE- E)OS1NiG Uf~EROR0Ul0 OECIPoC LNrE .os E~OS1NrG DO~ISPOUT 8, e. ~o. rarN. v~uo~ n~? = z3.~ Landscape Architecture 10, 11, ~ awuL ee eoR-aa Pv+c, e~ ~vicr?~e, 1.6x MN. e~o~, coves. Site Planning 12. PIPE 1.9~IGTFI6 eFIOMM ON AJWERT6 NCWDE I'IJIRED L9~D 86CTION6. 12 Civil Engneering ura~es an+ nee n~ru o~r~rcnoN e~ n~ ens raoo~ arm ewe n~~ ~ 13. ~3. ~r~v ~r TME Pw~e~ c a~crr~ erw~, ~ t~+v~ ~r n+~ errs un~mr c~~ncra~. www.sitesolutionspa.com Telephone-704-521-9880 Facsimile-704-521-8955 wL a ~ o ( Y I • • • ~r • • • ~ • • • • • • • • ~ • • • • ~ • • • ~ t ~ rti y • • Iy • • • • • • • • • • • • I. • • • • VWw~ ` w ) vi ~ ~ ~ • Seals: ~ ~ ~ ` 3~ a' we ~ ~ oe.ia , ~ ~ y~,~ rwMe • • • ~ • i ~ • • • • • • • • • ! • • • 1• • ~ • • • •~„Ni vwM4 / ~ • 'h .w~~ O ~ ~ ''r, + . . . . . . . °1, . . . . 'M. . . . . . 9 . Pik , ~ j ~ ~ R HP \ , X ~ I...___.._ . 206.2 . ~ i • • • ~ • • • • • • ~ • • • • • • • • • • ~ ~ ~ ' 1//l 'ti MATC LINE ~L ..R T ~ ~~r - 1 ~ - ~ ...``ti . ~ . , MATCH LI N E ~ q'~~M~NtIN/~1!!~y t N ~~iJ • 4 • • • • • • • • • ~ • • ~ • • • • • • • • • • • ri 4,, • i • • • 1?, k. • • • • ~ • • • • • • • • • ~ • • • ~ L •`1. • I~• • • • • • • • • • • ~ • • • • • • • • .11..~ j. . NIP`' \ ~ ~ / ~ ~ ~ • • • i~i • • • • • • • • 1 • • • • • • • • • t r W,+• • • • • i~• • • Iy • • • • • • • • • • • • • ~ t ~ ~ , ~ ~ i ~ ~ S r 4 ~ \ "y; \ ~ A • • • • • • • • • • • • • • • • ~ t \ ~ \ ~ ~ t } ~ t. 'Aye ~IIIiM1~~ ~ ~ ~ \ ti ~ ~ 1 \ ~ ~ ~1 ~ ~ ~ ~ ~ t \ ~ / ~i ~ ~ \ ~ ~ . • • . • • • • • • • • ~ • • • •1. • • • • • • EXISTING WOODE ~eoe 9 / , T~ ~ 4 • ~ • i. • • • • • • ~ • • • • • • • • • A, • • • • ~ AREA TO REMAIN ~ / ~ i ~ : ~ ,`ti, z '3. ~ ~ ~'1 • ~ • • • • • • • • • • • • • • • `•4 • ~ • • • • ~ • • ~s ~ , . 'y,` . . . . . . . . . `''L . . . . L . ~ . . . . . ~ ~ ~ PROP06ED SILT PENCE. SEE • ; ~ ~ ER0810N OL PUW. ~ 1 ~ ~ ~ :M,,. . . . . . , ti y 1~ • • • • ~ • • • • • • • 11 1 • • • • CONET~ CT10N ~ i ~ 1 ''1.~ V LJMIT~L1NE ~ o~, ~ • ~ ~ . ~ i Ia ~ ~ ~ o ~ ~ I WETLMIDB J ` i . • f • ~ e. • 1 1 ~`1,, . 1 . :°4. ~ ` ~ / i' . . . . "1~ I ~ , .SNIP ~ 7~" 1 . . . . . h _ HP SHEET DRNN / • • ~ • • 1 ~ • • • • ~1• • • • y~ • • • • •'1 • • • ~ ••••r•nn 1 ~ • • ~ • • • • • ~ I \ ~ • • ~h • • • • , • ~ • • 1 • • • ~ • ~ • • • ~'~1 • ~ • 1 • • • 'h • • • ~h•v iy ~ ~ 20 .2o COURTS O ~ / • y•` •~•t • • • • • • ~ • Vss,~ y • •1 • • • • • ~ • • • • ~ • t ~ ~ ~ ~ MINIIu~JM 1.25x~ `S ~ / / ~ J ~ • • • • • • • ~ w . . . .`'1 . / f \ ~ / ~ . 4 ti 1 . ,k, . . . ` . ~ . . . • . • \ h~ 4 1 • '\•t • • • • ~ • • ~ • • • • h • • • • + • • ~ • • • • • t • • • • r • 8.0 ' ~ DRN~ 8W/1LE AT /1 MI IMUM OF ~ ~ 1. • • • • t• • • • • • , • • • • • • L~ 4 1.25X TO~TORM ~ ~ ~ ~ ~ 87RUCTURE~ ~ ~ / ~ ~ ~ r . . . . . . . . . . . . day • • • ~ • ~ • • • • ? Y • • • ••i~ • • • ~ • •'~~11• • ~ ~ i ~ ~i ~ ~ , ~ ~ ~ i ~ ti ~ \ 4. ~ h V ~ V h } • ~ • • • • • • • • • ~ Y • • • ~ • •M • • • • V • • ~ • • • • • • • • • x h• • • ~ • y. • ~h ~ ~ '4 ~ • • • Y • 1. • • • • ~ • • • 1 • • • • • '•~,h • • • • • ~,h • • • • • • ~ . • • ~ • • • • • • • • • • ~ • • • • ~ ~ ~ ~ ~ ~ 1 \ 2 \ \ ~ ~ , • • • w • • • • • ~ • • • • ~ • • • • • • • • ~ ~ ~ ~ ~ w ~ ~ ~1 • `v. • • • i ~ .t • • • ~ • r • • • ~ • y~• • • •'1 • • • 0~ 4 ~ \ \ ~ ~ ~ • • • ~k • • • • • • • • • • • • • • ~ • • • • • • 'r • ~ ~ / 2~5 . _ ~ ~ r ~ . , . . ~ ~ i _ t ~ f W i • • • • • • ~h~ • • ~ • • • °A o~~ ~ ~ ~ ~ ~ ~ ~ ~ i • • • • • ~ • • ~i 4• y(~, . / s ~,,w, . ~ . f ~ ..ti ~ i ~ 2~S i ~ ~ ~ ~ ~ i ~ , ~ ~ i ~ i r i, ~ ~ L, ~ • } ti ~ i ~ ~ DRN 8W/1LE /1T A ~ O { ` MINIMU OF 1.25X TO / / y STOR BTRUCTURE~ TYP ~ SWALE /?T MINN~IIlM : `~f ~ fs ~ ~ OF ~1. TO STORM ~DCIURE~ t { f ~ \ \ ~ ~ may` ~ \ ~ / WN.KB MID TR/dL Tb ` \ / EX(~EED 1:20 VE ~1LOPE ~ ~ ~C~X CR088 8L0 , F ~ ~~~~Oc~ t,3 ~ , , ~,,,d,~ . ; ~ ~e ~ 3 .a ~ _ ~ ~ ~ roe o: raven . a an OAKe esi n . a an • ` ~ -V.,,, ~ ;fir ~ Checked By: o. wiu~ams EX~Sr~N` /w Date: 531.07. ter. ,f nr,. ~r~ l\`~ 2?~~ r L • N ~f'~ . M. Revisions: rr• :i~ y ~ #I 06-10-07 NCDWQ COMMENTS BMP DESIGN • r,l .~t.y ~ 1 fXIS7'jNG R/w GRADING AND DRAINAGE SCHEDULE i ~9 FLMED END SECTION 8EE DETNL ~?,11 /C 200.2 WG`8 ~V/C1'ER C~I~fl'RdL~BT'F~C1L~R~ -SEE-DETAL~,~27~~~ - - ~T1'L`fi-b7~81N - - - - - S~-bETAL~,-17~~2- Jg J17N~1T6N- D~XX~ - - - - - - - ~3~-DETAL~,-~7~~0:2- - Sheet Tidy EW END WALL - - - - - - - - - 8EE DEfNL i,-77C 200.2 CO CLAN-IO-UT - - - - - - - - - 8€~-D~i'I1iL.~,~27E~3- - ~~r~~~ _ _ _ _ = Grading an d Drainage Plan Sheet Na • 40 0 20 40 80 OC LJ CLASS "B" RIP RnP STONE 2' OVERV~P PLl~N11NG6 1, 1~ N ' TOP OF BERM ~REBAY WEIR ~ BERM ~e ~I (RELE/1~E5 2 YR. STORM) BOT. OF POND" TOP OF BERM WITH RIP RM WIER 2 3 2 0 i W. Morehead Street CVk~. rB" RIP RNP STONE FILTER T~P O EL 202.20 PROP09ED PUWTINOB O 1.5't O.C. Charlotte, NC 28208 NWL Landscape Architecture 1. YVETIJWD PW~IT' BPECIFIG/1TIONB HJ~.R.P. SEL6CT10N MID PLMITING QJIDE FAR K~IATIC MD WETUWD 1'bR~biAY ~ 1.. MNN . ~QOL PUWTB M THE P~OM01~~ R6AON OF NORiH C/1RLOIWI. Site Planning t i 2. NAIEREV6t POe616LF, FI~RVEBT PLAI~R6 F~tOM LOCAL Civil Engineering /1Rfi11B WITH PERM8810M. www.sitesolutionspa.com 3. PU1NT6 ~N1Y 6E DJ1RE ROOT OR CONfNNERIZED. T~r,~~-~o4-s2i-9seo Facsimile-704-521-8955 ~OR~BAY BERM 5~G"fION LITTORAL SHELF SECTION Seals: 5EE ~OREBAY SECTION RIP RAP EMERGENCY 12~ WIDTH LITTORAL SHELF (TYP) SPILLWAY ~awnn~q?p,uA OUTLET STRUCTURE 5EE 8. ~ 1~ Ca~O ati ~ 4~' Q~,,, ~f. p / • DETAIL #13/C200.1 ~,pp t O, SS/ s ~9.s ~ SEAL ~ POND WNIM'EN~VJCE INFORAMTION MUST BE P08TED ~T SITE. 5EE ~OREBAY SECTION ` 15344 ~ CV~58 °6° RIP RAP 2.b~• 2.b'• INVERTED W/~TE 3 a~ ~ a LITORAL FILTER ~ SHEI.P QU/1LITY ORIRCE O EL 2001.00 ~ 1' p,~w~a,• TEMP. POOL NORAML POOL . ' ' 3 SEDIMENT 3 ' 3 MAIN ENDWALL 13 .POOL EL 201.36 .Y~ EVN 0136 0~0 C~ 11. V'~ . POOL EL 201.00 . - _ _ _ _ ~IBAIVIC~+IEt~if ~.RI:AE~D.•~IN . EL SXX.00 .....'....~.....''.'.LIF.TS.'MID.CQMPACI'EG'............~. 74' • ~TRNDARD•' ~F'ROCTOR.' ' ' ' ' ' EL 203.87 ~ ~ ~OREBAY 1 1 MAX, POOL FOT2~~Bi0.Y~"~"~~~'~ 2 ~ ~ . EL 1.00 ~~~..~.~...~.~B6~Ivt.•~~~ 1 ~ . . '.'.'....'.'IMLEf.'P.IPE.. dOTT~M EL, T~7M ELF 186.00 ' . RIPRNP /APRON ; ; : ; ;~:~~B~DIMEW~' REAAO~VKL' '.BEDI~AENT~~•RENIO'V111`. ~ . ~ . . ELEV. = 9.25' Wet Detention Pond 3 - 'Section A' .......N.. WATERI1CHT ANTI - SREP COLLARS MIN, 1,5 AROUND BARREL ~N,s~ 'f~l h ~l~~': BMP PLANTING NOTES: WETLAND DETENTION POND ~ ~ ~ ~ N INSPECTION AND MAINTENANCE PLAN ~ ~ s O . 1. IF BARE ROOT SPECIMENS ARE NOT TO BE USED WITHIN ~ wua~ maws st~u.~ ~ cr~~/~urrr~w:v ~r n~E owr~. V ~ 0 ' 0 4 ~1Y5, THEY SHOULD BE PLANTED IN SUITABLE BEDS PE N~NT EMERGENCY W~ TM~ ~~MPT10N THAT IT WILL BE A WHILE BEFORE THEY CAN BE USED, AND THEY SHOULD BE PROVIDED 1. 600D GR/155 COVER SHl1ll. BE AMINTNI~D AROUND THE POND PERIMETER TO ~ ' ~ 20 . 1 r RIP P 5P I LLWAY AT WITH CONDI110N5 MAKING IT POgSIBLE FOR THEM TO PREVENT EXCE96NE ~vEDIMENT FROM ENTERING ?HE POND. THE POND v PERIMETER 5W1LL BE MOWED ON /1 MIMIAL B/u~i8. (DO NOT MOW WETI.JWD PU1M5) I ~ r 20 ~ x 2 ~ x3 ~ , 5P i LLWAY SURVNE MID GROW AS OPTIMALLY AS PO~IBLE. 2. TO PRESERVE 1HE HYDRAULIC CAPA~CIIY OF THE POND 5Y91~1 AND TO PREVENT O RUNOFF FROM BLACKING UP, INLET MID OUTLET AREAS SHALL BE KEPT Cl.FJ1R BERM AND BANK REA ARROUND THE WET i CR~~J ~ ELEV 204,20 2. CONTAINER PLANTS WILL NEED TO BE WATERED OF HEAVY VE~ET~?ION. L DETENTION POND TO B~ SEEDED A5 FOLLOWS. ' ;Iy ~ ~ \ REGULARLY (SEVERAL TIME6 DAILY WHEN WEATHER 18 3. INSPECT NJI~JALY FOR DEM OR DI5EA5ED PUWT I~MMTERW.. REPV~CE DFI1D OR ~ ~ O ' ~ • ' / HOT) DISE!?5ED PLANT MATERV~I.. ~ Z SEED NP G 3. PIN ALL fiUBMERGED PLANT MATERIAL SECURELY TO THE B. ~~0910N P~OBLt3~3 ~ WEEPING EGRAS~ 25LB9/AC l~Jl.'W.: 'h y l: BOTTOM 0~ POND WITH 12" BENT WIRE PING. THE ENTIRE POND /1RFJ~ SFW.L BE Il~''iPECTED QUARTERLY FOR 51GN5 OF ER0510N, ANNUAL ~ 100LB5/AC .rr ..:;.;r N: ~ ~ RIP RAP APRON 4, CUT BACK TALL AND ~A51LY BROKEN LEAVES AND 5TEM5 PA11NG SPECIAL ~TiENTION TO 1HE FOLLOWING AREAS: • • 'ill } • Y r'. ' h. ~ ~ 200. TY AT THE TIME OF TRANSPLANTING. 1. RILL ER0510N OF THE POND EMENT SF~ALL BE REPNRED BY ~IWN6 SWITCH ~ ~ 10LB6/AC ' ' / ' f! ?HE SMALL CWVJWELS Wltli SUITABLE ~v01L, COMPAGTIW6~ NJD SEEDING. INSPECT FOR, MID IMuIEDINTELY REPNR, ANY ER0510N ON Tl1E DAM O • + . r r h \ 5. NEWLY RECENED NURSERY STOCK MID DISTURBED ~5. V T REMAINDER OF THE DENUDED AR 0 BE ' • ` \ \ TRANSPWWdTB SHOULD NOT BE EXPOSED TO DIRECT SUN 2. ERODED /1RF15 At PIPE INLET OR OUTLET ARENS SHALL BE FILLED WITIi SEEDED/5PRI6GED, 5EE 6PECIFICATIO • \ \ ~X 15TI NG U LV~RT ~ ARE THAN NECESSARY UNTIL THEY ARE PLACED IN 600D COMPA~CTABLE 901E NJD COVERED MATH (iE01~XTILE AND RIP - R/1P. 3. OPEN CWWNELS WITH ERODED ARFlw~ ~vFW.L BE SEEDED/50DDED NJD O M~W~u \ \ M'M1 ry ' • Ir \ • rfA IfMAYlNYI •.WH: / ++H Nr r. • 1 THEIR PERMANENT P051TION5, PR01~C1ED WITH 1EMPORARY VElACI1Y DI561PA110N (SUCH /5 EXCELSIOR . • nwnnn~n \ \ ~ i~,, h. \ 'l. \ \ 'y , 6. INSERT DRY FERTILIZER TABLETS OR SPIKES NEJ1R THE ~nrnr~, srnnw en~.~,, arc.). \ A \ \ \ Nti it ' \ 4' "y h . \ ,y \ ti'7''S PLANTS AT THE TIME OF TRANSPUWTING. ~ V Z O . \ \ \ \ rlyh ~ 1 THE B/1~IN'S ORIFICE(5}, PRINCIPAL SPILLWAY, /WD ?HE EMERGENCY -w~ SPILLWAY SHN.L BE INSPECTED FOR BLACKA6E TIi~T WOULD ~uIPNR THE POND'S \ \ L Y \ \ ]r 17 4 •1715 1}' $ 4 7. ALL PLANT MATERW.. SHALL BE OF A HEIGHT TI1AT SWILL HAVE \ y \ ti 'i l~ 1. 6" MINIMUM FOLIAGE ABOVE NORMAL WATER LEVEL AT TIME OF OF WATER QUNLI7Y MID HYDRlWLIC R1NCt10NALITY. 1. THE LOW FLOW ORIFICE SHALL. BE INSPECTED FOR BLOCKKE 1WICE A ~q- E \ d ~ \ /h~''f I`•'M6 ` ~~l W.., ' { :5f ~/q'/ 5177 \ \ y~J rF'~'}} h k.rr.,•i?Yr,f i/' t; PLANTING. MON1H MID AFTER LARGE StORMS. 2. TO F.I~iURE THE HYDKAULIC CAPACITY 0~ THE SPILLWAYS, SPILLWAY SFW.L BE INSPECTED FOR BLOCKAGE ONCE A MONTH M~ /IFTER IMGE i ss ~ ` 1 STORM5,IHE TRASH RACK 5W1L1. BE MNNTAWED ON THE RISER. VE6~T~TNE GROWTH IN THE RISER SF~NI.L BE REMOWED PROMPTLY ~v0 THAT IP '1 THE DESK~N CM/~CIiY OF THE SPILLWAY ~i ~MINTNNED. THE OUILET PIPE PROP05ED STORM C Ipp \ r:l:h:'~r ..ft: .lh.jr'~ l f.. f I SHALL BE CLFJIR OF 1REE LIMBS, S~DIMINf A~CCUMUTATION, ETC, STRUCTURE, 5EE 15 \ l ~ '~f...~~ ~t k D. BEDN~It Ml~1WUlA?ION 1HE FOREBAY MUSt BE DREDGED WHEN ~DIMEM DEPOvITION IN 1HE ~OREBAY r+. r rr.~} f'., '.~p f Sri. \ ~ 'i~ /!'h \ t} ,r:, fir. ti \ ~{1"ffr ~ ~ D(CEED6 ?HE D~iIGNED SEDII~IT 6tORAGE CN'ACI1Y FOR THE ~OREBAY. NJ STORM SCHEDULE. SL r~• rf .li... N. INDICATION OF WHEN THE FOREBAY SEDIMENT CAPACITY ~i IXCEEDED 15 WHEN SEDIMB~T BARv NRE V~iIBLE NFJ~R THE INLET DI5CW1R6E OR WHEN 1HE SEDIMENT NP E 85 4{ 1, LEVEL. At ?HE INLET TO 1HE POND 15 LEvS TFVW ONE SOOT BELOW 7HE NORMAL POOL Z 'ALL SURF/~CE. ~PTIi MEASUREMENTS REU+TNE TO THE NORbV?L SUR~A~CE ELEVA?ION • rlJ R~ (80170M OF WA?ER QU/~l.l1Y ORIFICE) SFW.L BE tAKC-~I At ~1/ERAL LOCATIONS l1KOUND 1HE POND (tYPIG1LLY FOREBAYS WILL NEED t0 BE DREDGED EVERY 5 TO 10 ~ SC 95 p ~ YFJ1R5). ~ 135 f DREDGING OF 1HE ~OREBAY (AND PERMMIENT POOL AREA, IF NECE~aARY) WILL BE CL p 1 ACCOMPL~iHED BY U51NG A DREDGE LINE, 'GRADE ALL' OR 51MIlAR PIECE 0~ 25 ti k REPUICE PW~T MATERW. T}1AT 15 D,NuNGED A5 PART O~ DREDC~NG A~C1M11E5. REPWJT PER Project No: 2864, xx~ r ~L ORIgrW. ~vCHEDULE. Drawn By: _ R. Calahan ~ ~ Designed By: R. ta~Iahhan t ` ~ ~ Checked By: D. Williams ~ ~ ~ / ~ Date: 531.01 ~ ~ ~ ~ 1 ] `S`4 00 ~ ~ 3 Revisions: ~ ~ 1' \ \ ~ ~ ~ PLANTING N G SCHEDULE # 106-10-07 NCDWQ COMMENTS_ BMP DESIGN \ ~ ,s . / \ ; ~ ~ " \ ~ d" KEY QTY BOTA BOTANICAL NAME COMMON NAME COND REMARKS SPREAD Y + ~ \ .rr~ \ ~ t' ~r \ ~ ~ 0 Aco , ~ AC 850 Acorus calamus Sweetflag n a 1.5' o.c. n/a u ~ ~ 1 ~ \ ~ Y i ~ w v E v i J + i~ l ~ \ \ Y Y N V f t f i \ of bareroot n a ~ 2 ; d'~ ~ r 1 Car e~ ~ ~ CL 760 Carex lacustris Lake Sedge n a 1.5' o.c. n a A g~ ~ ~ \ ~ ti{r: :ti :tis{'': ~ :L~ Lti;fir ~ ~ ~ \ \ ~ ~ Sed e of bareroot n a .SE ~ ~ ~ Carex stricta Tussock n a 1.5' o.c. n a o~° 1 ~ CS 430 Ca 1 Sed e of areroot n a Iri ~ , JE 885 ~ \ , PV 205 Iris virginica Blue-flag Iris n a 1.5' o.c. n a IV 200 pot bareroot n a F Juncus Soft n/a 1.5' o.c. n/a SL effuses Rush pot/bareroot n/a i 180 50 AC E IP Peltandra Arrow n a 1.5' o.c. n a Sheet Title: Grading and I ~ , PC 330 P 1 vir inica Arum of areroot n a 1 Pontederia Pickerelweed n/a 1.5' o.c. n/a Drainage 145 00 I ~ 1 ~ cordata pot/bareroot n/a Enlargement st. S ~ ~ 1 SL 1090 ~ Saur Sagittaria Arrowhead n a 1.5' o.c. n a I ~ 4\ latifolia of areroot n a BMP 1 ~ ~ f ~ > r t ~ :.b1~T I .c--- - ..mow,. w...w~..~ ,Nw w...tiw,,,,w ~v....ww..,, w.n..ww.. y,,,."'.,~M".""""^ wwwr..ww~ wwww,w"" • 9 SC 835 Saururus cemuus Lizard Tail n/a 1.5' o.c. n/a of bareroot n a Storm Water ¦ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ Pond R~iR 4R Wet Detention Pond t~ Sheet No: NOTE: BMP PLANTING AREA AREA 15 APPROXIMATLY 12,610 5F • (NTS) 0 y `Y EXISTING SIGN SITE NOTES s 8 EIP EXISTING IRON ~N EXISTING LIGHT POLE c~ea~ ~rrc coo~w?~ ~ ~ ~ ~ o~ cuRe, ~ o~ P~va~rr, oR cow o~ euu~ uw~ee arne rro~. EXISTING FlRE HYDRANT i. ~ r~o~xr. ~ EXISTING U'1~JTY POIE E)~ST1NG FENCE ~ -LIE DQSIING UNDERGROUND ELECTRIC LIE o° ~ RQa -0E EXISTING O'IIAD POWER LINE ~ ~k, ~ tlb ro R W RIGHT-OF-WAY Ro HC ACCES~BLE SPACE _ _ _ = EXISTING tXlRB AND GUTTER o 4. ~N. COMR/1GTnR dFY11.1 OpTAMI N.L REQUIRED PEA M~ I~1PPR~VHLB 1'~Ohl NJ. R6t~J1ATbRY Q a PROPOSED CURB AND GUTTER i 0 o /11JTI10RRIC~B. - PROPERTY LINE o @d b. ?11E C~ER/1L C~OMR/ICTDR EFW,L CONTACT /1LL OIM~ERB OF E119B~ITB. 00 o k CENTERLINE U y0,' tfiU116B MID RI6Fff-OF-YW?1B. PUdUC MD PRIIMTE, PRIOR 1~ WIORKNG IN 7HF~E /1RGIIb. o ASPHALT PAVING 8. 6B~EW11. CaON~RM.I~R BFWl M~N~IfNN 1HE 81TE N A MN~ER d0 T}NT i GRAVEL PAVVMIIG 1MORKM3d MD THE PU6LIC BFW.L 6E PRO'TECT~ Ft00M ~UJICY. 7. DO S ORI1MYItrCiC~T ~~DIr~ IONS. /19 IT IBA 2 3 2 12 OF PARKING SPACES a ~u. ewe, PAVBdB~i MNtKN~ /N~ O'R16t TW1~1C COMROL Dp1AC69 W. Morehead Street °0 nD TM~ °N C0~°~' Charlotte, NC 28208 oe~ncea(~urc~). 200o EortaN ~e mac. 8. N.L P/1VBrENr ANJlKINC~ eFV~LL bE FbIJR (4) Ndgi~ MADE UNt~6 ~ ~E qi ~ Landscape Architecture to. OONTR/1CT17R BFIM.L PlJRNbH MD NdBT/W. N1. PAVBrENf M1IRKINf~g /1B Site Planning eHOwH oN nie Pw~. ~ ~ . ca~rrrr~c~+oR efw~. a~w-CUT D(IBTING /16PW1LT PAVBrENT' NtB118 Tb Civil Engineering 11~ ~I SMOOTHLY TO PROPOSED PAV~tf AT DRNdYAY 9~ITR/~N(~8. yyyyyy,SItCSOIUtI011S~Yd.C0111 12. REFER TIO /1RCHI'iSCTURl1L PWr9 l90R /1CT11M. ptJII~INCi DMB~1610NB. Telephone-704-521-~80 13. THE BrANE~R WILL PROMDE 7HE 1a01~1TRACTI')R Nf1Tli MI O.ECTRONIC FlLE Faaimile-704-521-8955 o~ TMe~ ~wn~ u~or~ r~e~r. f Seals: f~ S-" 1 1 OM'?a"""""+'p~ r { Y Q 3- s f N BAR s ~r: f- { fi • r s 3,:. xr r S73'48'20"E f s i ~ = s s # 1534h £ i +F r. v 1248.85 EXISTING R/W S73'33'44"E 412.15 y ~~e ~a ~ t lrf . fr•~;r ,rf ,rJ•~ :'f.': rn• }{r. RED OAK - BATTLEBORO RO S.R. 1524 - 60' R/W ROAD A .rrf . ti' r:. cc ~i, U'~ f: r: EXISTING CL - _ _ _ _ f_~..,~ PKS r~rN: lr~f{ . Y.{r • . 7 ~r{: f~ r{~fr{t,+ f~ 24 FES r 'r? 24 RCP - r~ ti. ~.Mf... r. r r.......rr.rrrrrr.rrrrr.r......«......r..rr...........~N~.:~...:~0~8~.• rr .......rr ~ _ r r. V.. " J lrr;V • r a +~Y o ~ a r, ~o _ ti x I rr~ I ¦il¦ I¦II¦ll¦II II¦I III ~ C Fl i~~iiFl~ii~i~ii~ii ii~ii~ii~ii~ii~ii ii~ii~ii ii~i~i~ii~ii~ii~~ S73'48'20"E 768.41 S73'33 44 E 404.62 .~.s~ EIP • { ..v.. r....nr .r. . 4rf':ti r. 'f}: ~ rrr rry .rrry mr {i.':,'.} n.. +lr i•.•. ~f~: , :,r.. y f• r....... aMll'S 0~ - ANSTRUCTION 1 ~ EXISTING / S O 1 1 ~ WETLANDS ~ rr.. f~ ..:ir r ~I t~ ~IIP ¦ SERVICE Gr1TE, 10' WIDE DRAINF - AR~ 1 GRAINFIELD DOUBLE SWING C~7E, TYP~ 1 ~ ~~1~~ ~ ro ~ I 155 ~ STORM W/~TER POND, : , SEE GR/~DING PWd ~ ~ i ¦ W . ~ ~ COLOR COAT ~ s N \ ~ SURF~IGING, lYP 6 6 ~ _ ~ e~ FENCE, 2 ~ ro EE NL ~ a ~ ~ ~ BABE BID- 122 BALL FIELD # I ~ ~ ~ FOR MDITIOWIL ~ BABE PREPARnT10N/GR/~DING/RNE RNE ~ ~ . IN~ORAMTION MID ~~i v~ ~ GR/1DING/COMP/1~CTION OF THE ~ 61 ~ ~ ~ 5 ~ ~i ~ ~ O 200 ~ REQUIREMEMS . , • M N~ ~ o N GRME FOR THE (2) ALJE M ~ Z ~ TENNIB COURT'~~ l ~ ~ E ~ ~ , • ~ s ~ ~ ~ , ~ PAR COURT 5' WIDE ,o . , SWING CITE, TYP ~ ~ L y: • ~INFfE MIX, Q~ o i r` ` . . ~ ~ ~ .~~~dD ALTERNATE # I i - = ~ ~ TYP. j` `4. 3 ' STORM WnTER POND ~~P oo. • ~ ~ WnTER LINE I WIDE I; 10' WIDE DOUBLE NIP ~ f o'~ A D ALTERNATE # I SWING C~TE~ TYP :b0~- 3. I ~ ~ O ~ 2 acc~ c~~. (2) I ~ ? ~ ' \ ~ Z ~ t PER COURT b' e', ~O~ 1 ~ t ~ ~ O W~ BWING C~7~, 4 VY W , ~ PAR FIELD 5' WIDE 1 ~ L-- N DC~'E e y,. ~ o~ SWING CITE, TYP ~O~ 80' 1 ~ Q ~ ADD ALTERNATE #4 r ~ • ~ • • 1 ~ / O ~ SHELTER O 20'x20' MID U F/1CING 2 ~O r~ ~~Q h TRI~H , SEES SP I~IG/~TION 1 ~ 1 ~ ~ zoo. ~ . ` :FOR : O'VED.. . F,~C~IJR 8 UBT. ~ ~ U o~ I . t~ECE N~CLE I ~ 35.b~ , 2-~i YR OLD PIJIYGROUP, ~ ~o ti TER ` 30 x~0 t ; g~i- ~ ~ PIJIYGROUND/PI./~YGROUND ~ 9TN TNBLE N W ~ EQ IPM~NT WITH Sd1~TY O ~ J'.; ~ SU F/~CIWG, S~~ SP~CI~I ON ~ ~ . s co ~ 1 ~l k'~ • . t ~ ~ ~ ~O MORE IN~ORAMTION / . V z • ~ a~ 3EI~OV1~ S~HEL ' ~ 1 r ~ EXTEND fiLAB g~ I' " BEIl~ , ~ai~~ ~ 9 ~ B OUND ~ ~ ~ I ~O ROOF LINE, TYP i ~ in ~ / ~ ~ ~ BALL FIELD #3~ ~ . _ ~ ~ ~ ~ . ~ O 200 Nifi NCO S P oo. . ~ ~ ~ ~ : ' y ~ ~ 7 3 S \ ~~`i 3 , \ ~ D ~ D TE AtE ~ BALL FIELD #2 1 0~: EXISTING WOODED ~ .N R P ING BA GRA D ~ ~~~~~'M~tLT.:;'::.~:.~:: ~ 5 ~ AREA TO REMAIN P ~ BI . P ARA ON RK~ INC DED IN ~ ::'.~-P1NG,: ~ 00 A 200 I ~ ~ , . ~ ~ ` PER FlELD 5' WIDE ':':``,~;:4j~~~~~~.:.':;~.' UMIT OF /~SPIiNLT BID- , ~ . e.. SWING GAPE, 1'YP - ~~y~. E /COM f ` E P N/t~1Dl GR/1DIWG ~ ~ . -~I'~4Vtt~G'~' ~i..: '3 ; F P/~VIN t /COMP/~G"~ION MID EkTENDING THE GR/1VE . ~ `.,q, GRAVEL PnRKING LOT P/'?VING B/1BE AMTERI~L 70 THE OUTSIDE 6 . ~ NIP 0~ THE R ,mow 2 ~ p :~o~ 5.:W1DE.3 ~ ~ ~ ~ Pro'ect No: 2864 .2. FOR /1DDI710N/1L ,,...~--~`,f ::::~:1: . ~W1WC G~1'~, , 7~ oo. TYP. NIP ;2 p~`~ INFOR ,~r~~~ INFOR~MTION. _ ~9 ~~w~~~~ 3 8. ~ S~, ~ ~ Drawn By: R. ~a~hhan ~ ° ti • • Desipned By~ R. Calahan ~ , ~ ~ti ~ • . ~ K~NC7 LOT S~RVI~E CN~E, •~.`'••••••~•••"'?.~•1,•• et rams • • • • • • • • ~ • • • •~~i • 1 ~ . X., ~ M,. ~r:: > ..X. B/15E BID- ~ ~ ~ ~ ~ ~ ~ ~ • • • • UMIT 0~ C~VEL ~ ~ 4 - ~ 4 ~ ~ • • • • 't • • • • • v • • • • 1~y`% P/1VING ° .s. ~ ~i- k ~ Ci ~ y ~ 1 • • • • • 4• • • • ''l,, • • • • • • ~ .i "y 1 ~i, • • • • • • • • • •cy • ~ 4. s ~,.~r ~ FUTURE" . E ~ a PARKING .~5~ 1 • • ~ • • • • • • • • ~I" • • ~ ~ ~ ~ evlslons. . . IR ~ ~ GCGr 1lMJLG~~ ~ / Z • ~ • • • • • • • • • • • • #I Ob-lo-07 NCDWQ COMMENTS BMP DESIGN _ . i c,. . . . . . q~ . . . ~ . INV=205.01 ~ ~ I =~(~4.83 R CURB SSE PECI~IC~ATION BAg ~)D-1 ~ oo. TYP. ~ ti ~ .'ti." ....1.. . r~ t~ APPROVED ':'~.IN~IELD: MIX, ~ ~ ~ ~ ~ ~ ~ ~ • UFACTURE'S UST. TYP `x ~ 4 • • • ~ • • • • • • ~ • F • • • • ~ ~ ~ s 4 A r 4 \ Lq ~S • • • • • '1~, • 1~ • • • ~ • • • • • •~k ~ ~ t'~' ~ y t ~ ':s 3 ~~AD~`3°JAL~RNATE #3 8 8 ti+• • • • ~ • • • • • • • • ~ • • 1 ~ ~ ~ \ • • • • •1 • • • • • • • • ~ • ; i 00 ~ P I~, DUI ING~ 8EE ~ o0 • • • • • 1 • • • • • • • • • • • ~ 1 ti • • • • • • • 1• • • • • • • • • • • • ~ ~ ~ ~ ~ ~ ~ 26~~ 6 A ~ ~ ~ • • • • • • • • • / • • • • ~ • • y• 1 1~V~ • • • • • • • • • • • • • Y • • • • • • • ~ • TIC ~ ~ ~ ~ 15 1 8TN ~ I~NCE, TYP. N~:CES~ ISLE T/1BLE ~ ~ `vim y'~\ ~fw d'"~#~~~r w~¦ T PLAYGR'~ND ` " ~ > /M1iC~CE { ~ • y ~ ~ \ ~ V ~ '~ORDER M...~ ~~Z. • • • • •~1 • • • ~ • •1 • • • • 4 • ~~y • • • • `,t • • • • • M h ~ q 'y 'y 1R ~ ""~~1 .y` PARK fil 5 . ~ BALL FIELD #4 • • • • • • "M • • • IM~• ~ • • • • • • • • / 3 ~ ~ ~ ~ . . . . . . • Y . . . . . . ~A • • • • • • • • • fir. • • • ~ • • • • • • ~ x. r i s sz614L S ~ 1 ~ O 310 ~ • • ~ ~ ~ . le. ~A • • • i • • • • • • • • • • • ~ • • • • • • ~ ~ ~ ~ ~ ~ w 1 r. ~ i A ~ ~ ~ ~ . ~ . GUnER~ NP. O o 1'R~BH RECEPTNCL ' i r i :PT/1Cl.E, GYP ~ ~ ~A ~ ~ ~ ~ ~ ~ ~ ~ 4 1, .z:~. `~ti 3° 12 i l • ~dP ~ ~ . ~ ~ . • • ~ • • • • • • • • • • • • • • ~ • • 1~ LIMITB 0~ 00. ~ err ~ • • ~ ~ ~ 1 ` '1, ~ CONSTRUCTION i • • • • • • • • i~ • • • • • • ~ • • • •~y • ~ • • • • • • • • • • •4• • • • ~il~ • • • • • • ~ • • • •"ti• • • • k ~ ~ ~ ~ ti • • • • ~.'.1• • • • • • • ~ • • • • • • • • ~ • EDGE OP, r..,M~ ~3 s:~ 14 ORDER ~'L' ~ • 1` • • y • • • • ~ • • • T • • • • • • • • • • • y ~ ~ y V ~ YI • • • 'k • • • • • • ~ • y • • • • \ • • ~ • • • IA • ~i ~ • • • 1• r l ^ti ~ ~ • • • • •i, • • • • • • • • h • • `a • • • • ~I.~ • i • • • •t ~ 'r~, . ;'o~ • . • • 1. . • • • ' • • • • 3 • ~ • • • • • • 7W1BH RECEPT/tiCLE, . ~ ~ ? M~ ~r'T'~ rte: ¦~w~~w~~w ~~s~~wx~a~.e~amwe~a~a~nr~~e~n~n w~~~[~s~~~~~w~~t~ w~~ A~i ~n n ~ • ~ • • • • • • • • • ~ • • " • • • • 1• • ~ • • • •ti'~• • ~ ~ L ~ . 4• •,'4y . . . ~ . . . • . . . • . . . . •~'a . . . ~ . ~ L ~ FOR AP RIONED ~N ~ --.~s~~ OR ~ t R ~ ~ • Vr Y~ G 1 • • • ~ • • • • • • • • • • • • ~ • • • • • y ~ + ~A ~ ~ MANU~AGTURE'S LIST. ~ , j, - ~ ~t,~`~ ~~~wir~[~~1 ~~e ~s~a~~~~~~wis ,~':'~~ii;:i!IR ~~e~ ~t n~ ~~~n~~wwi~aw~~w~ S i y ee o. • ~ L~ y i 1 ~ ~ 5-12 YR OLD PLAYGROUP, ;OUP, ~ ~ UND EQUIPMENT ~ ~ \ \ ~ ~ )RE NFOR~MTION ~ ~ ~ ~ • ~ ~ ~ • • • • • • • y • • • 1 • • y• • • • • ~ • • . . ,e . . . . i . . . . . . . . . ..y~ %o''•~. NIP ~ WITH~B~F(Y SUR~ING,NBEE 4 i • +4i • • • ~ • • • • • • ~ • • • • • • • • f ~ ~ \ ~t....., a / ~ fir,, ~ L" • i^1`• • • . 1• • • • • • • • • • • • i . . ~ . . . . . . ~ . . . . . . . . . . .y,L. SPECIRCATION FOR MORE IN ti A • • • •"4~• • • • • • \ • • • • o• ~ LEGEND y~ S D0511NG Slc~l SITE NOTES EIP DOS7ING IRON PIN ~k DOSIING UGFIT POLE c~eioHe Mn oooRO~~ Po~rrte ~ ~ r~ of cure, ~ o~ P~v~rr, oR c~o~ of eui~ uKees an~w~ DOS't1NG FlRE HYDRANT 2. x~ ~~ou~tB Mc coHarnucrar~ ew~.~ ee a~ wmi ~ oasnNC u~rr Pa.E DOS7ING FENCE ernt~ ~rro t,ocn~ ernr~a~ae. ~,~s UE DaS71NG UNDERGROUND ELECTRIC UNE a. ~w,r oiac~PnNC~es ~ouur~n ~ n~ R~.n ew~u. ae c,~u~n ~r+~ nie R°d Kok, -OE DQS7ING OVERFIEAD PCNIER UNE ~c~ ~ R R/W RIgiT-OF-WAY ATTENTION OF T1~ OWNER ORB PRIOR 1n PROC~DNG W~TIi WbWC. HC ABLE SPACE ~ _ _ _ _ = D0S'IING CURB MID GUTTER 4. PRIOR 1~ pEt9N~ICs GON87RUC110N~ THE f~RM. CONTRACTOR SFW.L 061rNd ALL RE~JIRtD P~N'R3 /WD /1PP~ON/1L6 PROM M1. RE~JWTOKY g° ItE 6 PROPOSED d1RB AND alJT1ER ~ o /uJ1F10R1T1E6. 8 as ~ ~ - - ~ PROPERTY UNE b. THE 6B~IIL GONiR/ICTOR BFII?Il CONTNCf /11.L ONA~ERB OP 6A6, er ~ Ca11ERUNE ~r UTiLITIBB MD RIGHT-OF-WAltg~ PUBLIC MID PRNA'TE. PRIOR ?I~ W~ICpdCi IN 7H~E Nt6M. a' ASPHALT PAVING z 8. 6BJERIIL OONTR~CroR Wi11LL MRNfNN THE eITE N MN~ER EO 1FNT GRAVEL PAVING M~ORKI~1 MD TFiE PUbIJG BFIALL dE P~OTUCTED !'ROM I~L~JRY. 7. DO S DR/1Wq~~r ~ A9 R Ib A 2 3 2 D ~ OF PARKING SPACES a nu. ewr~, P~va~r ~c~ ire arMez n~c coNr~~ ve~nces W. Morehead Street etw~. oo ~ n~ ~~u. oN uN~ ~c corrr~o~. ~~~p~, ~ ~ gyp, Charlotte, NC 28208 9. Nl. PAVBrE.~ AMRKMd~ 9FNLL bE F~I1R (4) NdCFIEd M11DE IJN~DB iraca?~ anima oN nie vw~wwo~. Landscape Architecture to. CONTRIIiCTl7R BHN.L RJRNIBH MD MIBTNl Nl PAVBrENf MNtKINf~ /IB Site Planning etawH oN niE . OONIRhCTGR dFW.L ag9V-CUT 0f19TN~G /1dPW1LT PAVB~R Nt6A6 Tn Civil Engneering T1E N EM00'THLY 10 PROP08ED PAVB~IT AT DRNEWI?Y BJTR/VJ~. yyyyyy,sitesolutionspa.com 12. R~ER 'T~ NtCH176C7tJRN. PWdB FiOR ACfIJ~N. dUN.DING Db6~910WB. Telephone-704-521-9880 13. THE Brf~R YVILL PiEOMDE THE CONTWIC~R MRTM Ml E1.6CTRONC FlLE Facsimile-704-521-8955 of TMeee vwwnr~ u~ ~auesr. ~ Seals: PNAAT T'R/18H RECEP'T/~CLE, ~ 5EE SPECIFlCJITION ~ , ~ ~ ~'~RTF . MIW ~~1GTURE'S UST. / ; ~ , ~ ~ 4...~,~ °'~r~ FARO ~ ~ , MATCHLINE ~ ~ ..F ~ ,.F .......Q wM ~ as ~w ~ w~ ~w w ~s ~ ~ ~ :.'i~li!..siMi:., ; , w~ ~ ww ~ . ~ ~ ~ ~ w aea wR w ~ ass w~ ~w ~ ~ ~ ~ a~ ~ ~ w~ ~~w~~~w~aarrae~~~nwE~~~ws~tw~w~wtww~swae ~waw~u~wwaa~wawwaar ~~~t . MATCHLINE ~...E fQ~o~ESS~ay~~4,9:~ ~o"':.NIP . r.,. . 1~~, . • . 5-12 YR OLD PUIYGROUP, ~ ; SEAL s . ~ . • ~.o ~ s 1344 a a '*~r PI.I~YGROUND/Pt1?YGROUND EQUIPMENT ~ ~~~'~+4 8PE-CIFI~ ONFO~R MORE NFORNNTION / e~ ~s ~s NIP,..... COI~TRUCTION ~~`~~`:ar~:,~~~~~~:~ a>. W~'O.D NIP ~ , EDGE 0~ , ~=~'~tJ~iJRE o • • ~ ~p` P/1VEMENT ~ , PNRKIMG~ . / 225, ~ , 1,,~~.' ~ EXISTING WOODED ,wJ LOT' r ~ i 'NIC' ' NAP AREA TO REMAIN . ~~PHti:. f f { l • 1 S , . ~ a.,. . . 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NAIL ~4:;. 4~ ` ~ fX~STIN~ R/w i Sheet Title: $ite Plan Sheet No: • 40 0 20 40 80 1"=40' GENERAL NOTES: Cr'OSS-SeC1'1011 12" min of NCDOT #5 min (W) or #57 washed stone 1. NREA UNDER EMB/1NKA~NT SW~U. BE CLFJIRED, GRUBBED, NJD STRIPPED OP MfY VEGETATION NJD ROOT UMT. 7HE POOL G~NE 8Cf DETNL ~12/CZ00.1 I~R WI?T~ 1. NtE~ U COt~1TR01. 87RIJCiU~ RC~JI~T6 ~RF~ StW 1' FREEBOARD ~~NERAL NOTES: 1.5' min. HRF~4 SWELL BE CIFJ~RED. NtEI~ UNDER EMBNgCMENT SW~U. BE CLEARED, GRUBBED, MID STRIPPED OF MIY VEGETATION MID ROOT AMT. THE POOL j - T 3600 cu ft/acre 2. TFIE FILL AM7ERIAL FOR 1HE Hu~NKMENT SHN.L B FREE OF ROTS OR OTHER WOOdY VEGETATION NS WELL /5 OVERSIZED 'FJ~ SW~Li. BE CI.FJIRED. ti~~ ~ r? 5' STONER, ROCKS, ORGANIC WI~TERUL, OR 01HER O6JECTION^BlE AMTERWL. THE gvIB~NKMENT SFWl BE COMPNCTED BY 5~ TR/~VERSING WITH EQUIPMENT WHILE BEING CON37RUCTED. 3PILLWAY9 SHOULD NOT BE CONSTRUCTED THROUGH FlLL SECTIONS. EL 205.25 TOB 2. THE R SPILLWAY CREST I N HI H-WA StONEB, R TRNVER9IN N.L SPILLW S~BRIC FHBTE~G 3. 3EDIME ~ - 3 36'-C2) 16' RCP ('NUITERTIGHT" TO ONE-I-V STRUCTURE 1~ 3 W/ O-RM~ G~18KET8) O 0.00% WWdNER 1FI ~ 4. THE TW 5. CONSTR = 8. ALL CU RIP-RAP APRON/ 7. SEDIM /19 THE RLL AMTERV~L FOR THE BdB~NKMENT 9H~L.L B FREE OF ROT9 OR OTHER WOODtr VEGET~TtON A3 WELL h9 OWERSIZED ONES, ROCKS, ORGpWIC AMTERV~L, OR OTFIER OBJECTIONABLE MAtERIAL. THE FMB~MMCMEIJT SHALL BE COMPACTED BY j x X N.L SPILLWAYS SHOULD BE LINED MID/OR RIPRAPPED. SPI 3. SEDIMENT SHALL BE REMOVED MlD TRM RESTORED TO ITS ORIgW~L DIMENSION6 WHEN THE SEDIMENT H~3 HCCUMUUtED AVER9ING WITH EQUIPMENT WHILE BEING CONSTRUCTED. SPILLWAYS SHOULD NOT BE CONBTRUCTPD THROUGH RLL SECTION6. L SPILLWnYB SHOULD BE LINED MID/OR RIPW~PPED. Z=(1 /2)H H TO ONE-HALF THE DESIGN DEPTH OF 1HE ?R11P. RNMAOWED SEDIMENT SHALL BE DEPOSITED IN H SUITi~BLE MFJ~ IN SUCH A MIWNER TWIT R WILL NOT ERODE. SEDIMENT SHALL BE REMWED MID TRAP RG'itORED TO 17S ORiGIW~L DIMENSIONS WHEN THE SEDIMENT WAS /~CCUMUIJ~TED i ONE-W1LF THE DESIGN DEPTH OF THE TR11P. REMOVED SED~AENT SWELL BE DEPOSITED IN A 6UITNBLE HRFA IN SUCH A J . ti 2•~ filter 4. THE TRAP SFi/~U. BE IN5P6CTED /~iER FJ1CH RNN M!D REPNRS MADE !v5 NECEf~RY. J~NER 111/~T IT WILL NOT ERODE. fabric THE TRAP 8t1/~LL BE INSPECTED /1FTER F1~CH RI,IN NJD REPNRS MADE /5 NECE88NRY. 5. CONSTRUCTION OPEKNTION SFi/~LL BE G~KRIED OUT IN SUCH n MANNER THAT EROSION NJD WATER POLWTION IS MINIMIZED. CONSTRUCTION OPERATION Shall BE CARRIED OUT IN SUCH ~ tu~WNER 'fW~t EROSION NJD Wi~?ER POLWTION IS MINMMZED. RIP RAP-CLASS 1 B. HLL CUT NVD FlLL SLOPES BhW.L BE 2:1 OR FUR, UNLESf CERTIFIED BY REASTERED (~OTECHNIC/~L ENC~NEER. } x 7. SEDIMENT B/~IN BvIBM1KMENTB SHOULD BE PROVIDED WITH ERObION COMROL MID 3tNBILIUTION. ALL CUT NJD FlLL SLOPES SFW.L BE 2:1 OR FLNTTER, UNLE88 CERTIFIED BY REGISTERED GEOTECHNICAL ENaNEER. 8. STORAGE MFl~ IS SHOWN /~S RECTMIGUL~R FOR ILLUSTR/~TNE PURPOSES ONLY. MID AMY BE CONSTRUCTED IN M(Y ShI~PE SEDIMENT BH81N EMBJWKMENTS SHOULD BE PROWIDED WITH EROSION CONTROL M!D St/~BIUZATION. Design settled 1" Overfill 6" for top ~ . ~~r. settlement PROVIDED THE MINIMUM STOR/~GE VOWME REQUIREMENT IS MET. THE B/~SIN SHOULD ~L80 BE ORIENTED SUCH THNT THE FILTER M!D THE MIN PLOW OF NGITER MID SEDMAENT ARE ON OPPOSITE 6dD8 ON 7HE LONGER Br51N DIMEN6fON6. 6. STORNC cv PR01/IDED N FlLTER MID STOR/~GE ARFJ~ IS SHOWN RECT~NC~l1V~R FOR ILLUS7'ft~TNE PURPOSES ONLY. NJD AMY BE CONSTRUCTED IN MIY ShiNPE PAM ~/ICW :01/IDED THE MINNv1UM STORNGE VOWME REQUIRB~AENT IS MET. THE B/~IN SHOULD /1L80 BE ORIENTED SUCH 111NT THE 2 3 T O TER MID THE AMIN FLOW OF W/~TER M!D SEDIMENT /ARE ON OPPOSITE ENDS ON THE LANCiER BJ~91N DIMENSIONS. I~ 9. REQUIRED StORAGE 18 3800 CUBIC FEET OF STORI~CE VOWME PER ACRES OF DR/UW~GE /~RFJ~. IP CLEAR WATER FROM UNDISTURBED MFA9 IN DRNWIGE BASIN /ARE TNCEN /1ROUND OR THROUGH THE DENUDED MFA BY NON ER08NE I~AE/~SURE POND B07TOM ~y,_185,pp 9. REQUIRE REQUIRED STOWAGE IS 1900 CUBIC FEET OF STORME VOWME PER IrCREB OF DR/UW~GE NZE1~. IF CLFJ~R WATER FROM W. Morehead Street 4' TFIEN B~SINB IvINY BE SEIZED BY DENUDED /VCRES. RECOIvMENDED STOR/~GE 18 1400 CUBIC FEET OF STORAGE PER /uCRE OF BOTTOM ~ DRNPU~GE /~RFA. UNDI9TURB BOITOM OF IN THEN B/~SI D DRNW~GE MITI-SEEP COW1R8 10. 7HE LE caw our sr~uc~. DATA BLOCK 11. WHENE SEDIMENT CLEAN OUT SEDI~MEN~T ELEV. BASIN RISER BARREL BARREL D S H Y Z S~T$UfRED 12. CLENJ N0. DIAMETER DIAMETER SLOPE IDI9TURBED NZFJ~S IN DRNWIGE BA91N NZE TNCEN NZOUND OR THROUGH THE DENUDED NZEA BY NON ER03NE MFJ~SURE Charlotte, NC ZSZOH pass~i"below 5' min. settled top of IEN B/~SINS AMY BE SEIZED BY DENUDED /~CREv. RECOM~AENDED STORNGE 15 1800 CUBIC FEET OF STORAGE PER hCRE OF '/~l1~GE AREJ~. fill dam f 10. THE LENGTH OF THE STONE OUTLET (SPILLWAI~ 15 TO BE BN5E5 ON A 10 YPJ~R STORM. 7HE LENGTH OF THE (TONE OUTLET (SPILLWAI~ IS TO BE B/5E8 ON l1 10 YEAR STORM. L~1dSCdpe APCFIIteCCUI~ 2' to 3.5' 11. WHENEVER TOPOGRAPHY N.LOVYB, THE B/~SIN LENGTH SHOULD BE TWICE (2X) THE B/51N WIDTH, t0 ALLOW FOR SETRING. B/~FFLES SHOULD BE PRO~/IDED IN THE BASIN WHERE THE LENGTH IS LESS TFWJ TWICE THE WIDTH. ~ " Nnturvi~ . WHENEVER TOPOGRNPHY N.LOWB, THE BHSIN LENGTH SHOULD BE TWICE (2X) THE BNSIN WIDTH, TO N.LOW FOR BETRING. Site Planning ,FECES SHOULD BE PROVIDED IN THE Bn81N WHERE THE LENGTH IS LE86 TFi~N 1WICE THE WIDTH. Civil Engineering filter 3' ~X~ 6roun 12. CLE/~NOUT ST/~KES SHALL BE PVrCED IN N.L SEDIMENT B/~SINS AT THE LOW POINT IN THE B'S1N, THE STNCE9 SKULL BE ~MRKED SHOWING THE FW.F FULL, CLFJWOUT POIFff, OF THE BA81N. tobric min. . CLENJOUT STNCES SWELL BE PLl~CED IN HLL SEDIMENT BI51N6 AT THE LOW POINT IN THE B/1SIN. THE ST/~KES ShW.L BE IRKED SHOWING THE hV~LF FULL, CLEMIOUT POINT, OF THE 91181N. WVWV.SIt@SOIUt10~1SP3.COIY1 13. S/~PETY FENCING 3' Hlgi SHOULD BE PV~GED AROUND ALL SEDIMENT B1~IN5. 1 (2)-18' O.OX MARKED S 1.25' 9.0' 10.0' 10.5' 5.00' 37,152 CF 13. SAFE NOTE: 14. FOR D M!D NATUR 5EE DETAIL #5/C200.1 POR 51LT FENCE BAFFLE INSTALLATION SAf~fY FENCING 3' HIGH SHOULD BE PLACED NROUND /U.L SEDIMENT B/161N6. Telephona704-521-9880 DATA BLOCK 14. FOR DESIGN OF RISER '(YPE SEDIMENT B/131N3, REFER TO THE NORTH CJ~ROUN~ DEP/~RTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RF.50URCE5, ER0510N MID SEDIMENT CONTROL PAWNING /WD DEvIGN ~AANUAL. Facsimile-704-521-8955 TRAP STORAGE ELEVAl10N ELEVAl10N NOTE: N 0.1 FOR 15. FOR SLOPES GREATER TWIN 10~IN LENGTH M1D PROTECTED BY SILT FENCE AT THE TOE OF THE SLOPE, SLOPE g~ FOR DEgIGN OP RISER TYPE vEDIMENT BASINS, REFER t0 tHE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT, H~I.TH, ID NATURAL RESOURCES, EROSION M!D SEDIMENT CONTROL PLMlNING NJD DE51GN bWJUAL. NUMBER REQUIRED X L H Z W SPILLWAY TOP OF CREST DAM 5EE DETAIL #6/C200.1 FO ~ 1 18,141 cf 7.5 ft 10 ft 1.50 ft 0.75 ft 5 ft 204.5 206.0 SEDIMENT TRAP DEYVATERIN 3 N A * 7.5 ft 10 ft 2.00 ft 1.00 ft 5 ft 202.5 204.0 * '~p~p #3 15 FOR THE OU OF TRAP #1, THEREFORE 5 Q REQUIRED 15 NOT APPLICAB ~ Tem ora Sediment Tra IATERING. '~RRACING WILL BE REQUIRED. AT AT SEDIMENT TRAP, 15. FOR S NOTE: tERRACING FOR SLOPES GREATER TWIN 10' IN LENGTH !WD PR01'ECTED BY 51LT FENCE AT THE t0E OP THE SLOPE, SLOPE BRACING WILL BE REQUIRED. THE OUTFACE 16. THE BERM ON SEDIMENT Bh91N6 9F1ALL BE SEEDED ONCE FIW~L GRADE Nti9 BEEN REACHED, THE SILL FENCE WhY BE N REMOVED IF PERMI~ION hl~v BEEN GR/~NTED BY NCDENR LM1D DEVEIAPMENT INSPECTOR ~ THE GRASS li/~ GERMINATED cJ~ 5EE DETAIL #6/C200.1 FOR SEDIMENT TRAP DEWA7~RING. 16. THE B REMOVED I Tem ora Sediment Basin - Riser T e `~Rw,~ ~ N.T,~J. A SLOPE > Seals: THE BERM ON ~TEDIMENT Bh~iINS SKULL BE SEEDED ONCE F1W~L GRADE li/~ BEEN RFJ~CHED. THE 51LT FENCE MNY BE FORE STORAGE M!D STNBLE GROUND W~8 BEEN ESTNBLIBHED. 'PUCABLE. :MOVED IF PERMI8610N W~5 BEEN GRHNTED BY THE CITY/COUNTY IJWD DEVELOPMENT INSPECTOR THE GW~95 FiFS 17. W/w~HED STONE M1D WIRE ~CKING ShW.L BE USED WITH SILT FENCE WHENEVER 51LT PENCE 15 PL/~CED AT THE TOE OF T A SLOPE >10' VERTICAL OR /1LONG ~M' CW~NNEL OR WATER COURSE WHERE 50' OF BUFFER IS NOT PROWIDED. :RMINNTED MID ST/1BLE GROUND hl~ BEEN EgtABUSHED. . WNBHED STONE MID WIRE BACKING 8H/~LL BE USED WITH SILT FENCE WHENEVER SILT FENCE 15 PLACED AT THE TOE OF ptMMp~~MW~y SLOPE >10' VERTIC~IL OR ~L.ONG AM' CW~NNEL OR WATER COURSE WHERE 50' OP BUFFER IS NOT PROVIDED. Ca~Di~m,~ N.T.S. N. TEMPORARY SEEDING SCHEDULE ~ON~ r~'~~ a'~N'SS ',,•y ~ ° TE SEEDI 100 A~qN. ~~I SEEDING MIXTURE ,~4 r : £ = g€Al. = _ SEASON: UTE WINTER AND ENtLY SPRING SPECIES RATE lLB//~GREI = a 15344 ~ SEEDING MIXTURE SPECIES RATE f18/ACREI RYE (GRAIN) 120 • $ s RYE (GWVN) 120 y t PUBLIC STREET ~ ~ MINU EXISTING GROU KOBE MINUAL LESPEDETI~ MOUNTNNS - NJG 15 - DEC 15 KOBE QN PIEDMONT MID COASTI~L PWN) C01~~TAl- PWN MID PIEDMONT - AUG 15 - DEC 15 / OPEN COIR MESH OR SIMILAR JU1E FABRIC 1~Y? t~ NDI! 4~ r+~~rr~~pe mll um_in. IIU - KORF 801E STABIUTJ~~T10N FABRIC ~T KOREAN (IN MOUNiNNB) 50 SOIL N~IENDMENTS OPEN CqR MESH OR SIMILAR (APX 1'X1' OPENING) JU1E FABRIC OMIT MINUAL LSEPEDETJ~ WHEN DUR/QION OF TUAPORMY COMER IB NOT TO EXTEND BEYOND RECO~ENDNPONB OF BOIL iE8T6 OR MPLY 2,000 LB/IIGRE GROUND KvRICULTURN. (APX. 1'Xi' OPENING) ~ ~ TOP OF BAFFLE SHWLD BE 6" V.~~•V~ ALT l~lo[ /r Ism UNDER 2-3' COURSE JUNE. SEEDI MOUN JUNE. LIMESTONE NJD 750 LB/ACRE 10-10-10 FERTILIZER. SEEDING DATES A~1LCH HIGHER 1HAN 7HE BOTTdA OF 7HE SPILLWAY BELO 1 'MIN. PIED CQ~18 SOIL g' o FOLL ° q9 ~ e ~ UME ~a eg~°' ~ O0~ ~ ~C M1LC W IV'PL O 8 °ib ~ MULC MOUNT/JNB -ABOVE 2500 Ff: f~B 15 -AMY 15 I~PPLY 4,000 LB/ACRE STRAW. MlCHOR STRAW BT TACKING WITH ASPHALT, NETTING, OR A BELOW 2500 FT: FEB 1 -AMY 1 M~1LCH MICHORING 1001, A DISK WITH BV~DEB BET NFJ~RLY STRAICIiT CNJ BE USED /18 A i PIED~AONT - ,YJJ 1 -MAY 1 CQ~IBTNL PWN -DEC 1 -APR 15 I~1LCH MICHORING TOOL. SOIL MAENDMENTS ~ 'HOG MARE ATTACHED REPNR MID REFERTILIZE DNM~GED ARFJ18 N~AEDIATELY. TOPDRE80 WITH 50 LB//rCRE OF BOTTOM OF BAFFLE IN fTACHED ntENCH urD 'rt~ENaa y M LENGTHS Fluor w~ni say ~o NOTE: FOLLOW RECOA~A~AENDVQIONB OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND NGRK~JLTURAL TO POSTS WI1H LENGT LIMESTONE MID 750 LB/ACRE 10-10-10 FERTILIZER. NITROGEN IN M^RCH. IF R IB NECE9A~AKY TO IXTEND TEMPORARY COVER BEYOND JUNE 15, pF ygRE 11!lOgM! lIN~~ OVERSEED WITH 50 L6/ACRE K~O6E (PIEDMONT MID COVIBTAL PWN) OR KORENJ (MOUMNNB ~~M LEBPEDEZA IN IATE FEBRUARY OR EARLY AMRCH. ~P~~D 1. PRIOR TO INSTALLA710N, MANU PROVIDED t0 THE ER0510N C 7E xrsTAUJ?710N - sIEP t J, MANUFACTURER SPECIFICATIONS OF FILTER MEDIA SHALL BE ~510N CONTROL INSPECTOR FOR APPROVAL AND USE, DISCW~RGE a~tE iNSt•~ ~ •ra~ _ y~ 2 PROM FILTER MEDIA SWELL ME ~ 2. ENSURE THNT PUMP PREvBUR ~ 1. DRIVE STEEL FENCE POST AT LEAST 18` INTO i~LL MEET OR EXCEED THE PROVI510Nv OF THE CLEAN WATER ACT. ~~M ~ oR~ roo~~n ~c ~ ~ B~rT ~ a °,~aR ~ PERMANENT SEEDING SCHEDULE LF~I.F..IdS7~ MULCH MICHORING TOOL ZEvBURE DOES NOT EXCEED FILTER MEDIA PRE55URE R/~TING. SEEDING WNXTURE ~AI? -~86-'S 9add: o a °B °4c~B~ ~i w ~ ~ REFE MMdE ~ 1. A STABILIZED ENTRMICE PAD OF 2-3" COURSE AGbREEG~11(E BFW.L 0E IOCJ~TED WHERE 7R~FPIC WILL ENTER OR LEAVE 7HE CONBTRUC710N 8RE ONTO A PUBLIC STREET, NYVIVIC!`YV`K.~C lX~i.IF1i KATE IL6/K:KEI REFERTIIJZE IF GROWTH IS NOT R1LLY ADE(1UATE. RESEED, REFERTIIJZE, MID MULCH "'""'"D 3, FILTER MEDW AMY BE, BUT N g~~ (np,) 2. WOOD POSTS ARE NOT ACCEPTABLE BUT NOt LIMITED T0, 9rWD MEDIA FILTRATION DEVICES, I~ NuMEDIATEI.Y FOLLOWING ER0810N OR OTHER ~MAN~GE. CENTIPEDEGR/~88 10-20 LB/hCRE (REED) OR ~TM 33 BU//iCRE (BPRIC~) ~TM ~ ~ 3. USE STAPLES 1' APART TO ATfApi FABRIC RATED FlLTER F/~BRIC BAS O TO 'H0f3 HARE' 3A~ OR POLYMER BASED DEWATERING PRACTICES, REEDING MIXTURE 4. BAFFl.E SPACED AS PER PLAN. PUMP STRAINER 51-IALL NOT B 7RAP NOT BE IN CONTACT WITH BOTTOM O~ POND. DIES RATE (LB/ACREI ~CNC ONTES E SEDIMENT TRAP 5. THE PUMP SWELL BE USED l ELEVATION RFI~CHES THE NOR AL50 BE USED DURING PERIO FABRIC FOLDED USED /~5 A DEWATER~NC DEVICE WHEN THE WnTER 2. FlLTER HIBRIC OR COMPACTED CRUSHER RUN STONE AMY BE USED l18 A BABE FOR 1HE CONSTRUCTION ENiRMlCE. 3. 1HE ENTWJJCE 8F1~LL BE MNNTANJED IN A CONDITION WHICH WILL PREVENT TRACKING OR PWN~ING OF BEDM~ENT ~q ONTO PUBLIC STREETS OR EXIBTiNG P~VBdENT. THIS AMY REQUIRE PERIODIC TOP DRESSING WITH MDIf10NAL ~ St01~ 1~8 CONDITIONS W/~RRM1T MID REP/UR OR CLFrVJOUT OF MIY MF1511RE8 USED TO TRAP BEDNdENf. ~ CO~B 4. M(Y SFDIIu~NT SPILLED, DROPPED, WASHED, OR TRICKED ONTO PUBLIC STREETS A~187 BE Rq~IOWED b~Av1EDWTELY. SOIL 5. WHEN /~PPROPRIAIE, WHEELS t~J9T BE CLFJINED TO REMOVE SEDIMENT PRIOR TO ENTERING ~ PUBLIC STREET. WHEN ~ W1~SHING IB REQUIRED, IT SWELL BE DONE IN MI AREA STABILIZED WITH CRUSHED STONE WHICH DRNNB INTO Ml MPROVED SEDIMENT BA81N. `a (SPRKiGING GMJ BE DiONE THROUGH JULY WHERE W/~7ER 18 AVIJLA6LE FOR IRRIC~?IONJ 1E NORMM. POOL ELEVATION, THE PUMP SHOULD ~q~ 801E M~ENDMENTS S PERIODIC POND tvWNTENANCE. MOUMNNB -AMY 15 - AU6 15 /APPLY LIME NJD FERTILIZER NCCORDING TO SOIL TFf3T8, OR 11PPLY 300 LB/ACRE PIEDMONT -AMY 1 -/BUG 15 10-10-10 FERTILIZER. OVER HORIZONTAL CO~BTAL PWN - HPR 15 -/BUG 15 FlRST CHAMBER (2S7L P06T OF SURFACE AREA) SOIL MAENOMENTS SPRING FOUAW RECOM~AENGYQIONS OF SOIL TE9T8 OR MPLY 2,000 L6/ACRE GROUND AGRICULTURN. ~ SPRIGGfi IN FURROWS WITH A 'IR~GTOR-DRAWN TRANSPLMfTER, OR BRQ~D!.HST BY HORIZONTAL POST SECOND giAMBER (237 FENCE AND FABRIC IJMESTONE M1D 750 LB/1VCRE 10-10-10 FERTILIZER. OF SURFACE AREA) BURIm ~N TRENCH N 8. 801E S'fABIUZATION F/1BRIC (A9 SPECIFIED BY THE DESIGNER) SHALL BE USED. IrRJLC /APPL MIJLC MULC ~ANN'f REFE NAME Tem ora Construction Entrance m RJRROWS SHOUID BE 4-8 NICHES DEEP M1D 2 FEET APNZT. PLNGE SPRK~B NBOUT 2 FEET ~~H APMT IN THE ROW WITIi ONE END AT OR ABONE GROUND LEVEL W1LET ZONE (15X /APPLY 4,000 LB//ACRE BTW~W. MICHOR S?RI~W BT T/1CKING WITH HBPW~LT, NET~iNG, OR A MULCH ANCHORING TOOL. A DIRK WR}t BIADEB SET NFJ~RLY STRHK~'HT C~1N BE USED NB n BROADC~+18T AT RATE SHONM HBOVE, MID PRE98 SPRIGS INTO TOP 7 - 2 INCHES OF SOIL OF SURFACE AREA) 6'~' 1RENCH, BAgCFIU.ED AND ' ~ MULCH MICHORING TOOL. WITH n DISK SEf STRNf~iT SO TWAT 9PRIG8 NtE NOT 6R000iHT BACK TOWMD THE SURFACE. COMPACTED MNNTFN~NCE MNJLCH REFERTIUZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERi1LJZE, NJD MULCH DO NO'f MULCH. PERSPECTIVE N~MEDVRELY FOLLOWING EROSION OR 01HER DINuNGE. PEC7IVE MEW AMIM'EN^NCE rSEC71AN AT OPENING s FERiIUZE VERY SPNZINGLY - 20 LB/ACRE NITROGEN IN SPRING WITH NO PHOSPHORUS. CETIPEDEGRA36 CNJNOT TOLERATE HIGH Ph OR IXCE86 FERTILIZER. u ~ o Seedin S ecification for Tem ora Erosion Control Sil 4 N.T.S. 5 N. STEEL POST 8~ Silt Fence Baffle Installation at Sediment Trap Dewaterin 'in Pum at Sediment Tra. ~ U 3 NCDENR STD. 6.06 N.T.S. 6 N.T.S. o O o COMPHCTED STRUCTURN. E/~RTFi EMBMIKMENT ~ ~ NOTES; POND OUTLET 8' MIN. 501E MATERW.3 USED SWELL BE AS NPPROVED BY ON-81TE GEO?ECNNICAL ENGINEER. \ 1. CONTRACTOR TO INSTALL AND MAINTAIN ORANGE BARRIER ~ENCIN6 AROUND EXISTING STEEL POST WIRE FENCING STRUCTURE TOP OP FARTH EMBMIKMENT ~ w TR~~S WHERE DELINEATED ON PLAN. WIRE FENCING WOVEN FILTER FABRI NORANU_ POOL ELEV.=201.00 ~ 205.25 ~ FlLTER FABRIC 2. NO PARKING 0~ EQUIPMENT OR MATERIALS SHALL BE PERMITTED IN51D~ TH15 AREA. ~ ~ U #5 WASHED STONE MITI-SEEP COL.Lt~R O ~ ~ ~Q~ M , ~ y~ 1 ~ / GENERAL NOTES: _ . CONCRETE ENDNVALL INV.= 2 ,.00 O 3. MAINTAIN BARRIER FENCING THROUGH CONSTRUCTION, REMOVE ALL BARRIERS UPON COMPLETION OF PROJECT. N ~ ~~y 51LT FENCE - o ~ FENCE ~ ~ 6TORAGE l~R~A t. SEDIMENt SHALL BE REMOVED M1D 7R/~P RE3tORED TO ITS ORIGINAL DIMEN510NS Y' SEE PWJ FOR , LOC,~TtON v ~ / WHEN THE SEDIMENT HA9 ACCUMUTATED TO 1 /2 THE DESIgJ DEPTH OP 1H~ TW~P. ; • . 4. REFER TO NCDENR STANDARDS FOR GENERAL SPECIFICATION REGARDING TREE N 2• REMOVED SEDIMENT SHALL BE DEP051TED IN A SUITNBLE AREA M1D IN SUCH (2) 35~ - 18" RGP (ClJw~S PROTECTION. NJCHOR SKIRT 8" MINIMUM ~ ~ ~ ~ A A ~ ~ A MANNER THAT IT WILL NOT ERODE. POND BOTTOM A 3. THE STRUCTURE SFI~I.L BE INSPECTED AFTER FACH STORM EVENT AND REPNRS ~.=1~.~ III) 0-RING ~T 0.00% O ~MDE /1S NECF86J~RY. IM/. OUT= 201.00 5. 6~ MINIMUM WIDTH FOR 2° CAL. TREES OR SMALLER 4. CONSTRUCTION OPERATIONS SWELL BE CARRIED OUT IN SUCH MNJNER THAT BE~I~N AT OUTFACE ~ z ~ EROSION NJD WATER POLLUTION /ARE MINIMIZED. 6. ONE SOOT 0~ LINEAR DISTANCE FROM THE TREE TRUNK FOR EACH INCH 0~ TRUNK \ S. TME SEDIMENT TRHP SW~LI. BE REMOVED MID THE /AREA STNBILIZED WHEN THE nx o~ e~nrrc ~.-~.oo ~ ~ DIAMETER, OR 1 /2 HEIGHT OF THE TREE WHICHEVER IS GREATER, GENERAL NOtES: TIN 1. FILTER P/~BRIC t~NCE SWELL BE n MINIMUM OF 32~ W WIDTH M1D ~~~N / ~ DRNW~GE B/51N W~5 BEEN PROPERLY STHBIUZED. 7-d SHALL HNVE MINN~IUM OF 8 LINE WIRER WITH 12" STAY SPACING. Iv1A~NTENANCE NOTES; A TOP OF aLM 8..~20EI,O6 '_d U-CHANNEL ORANGE BARRIER P05T FENCING 2. WOVEN FILTER Fi~BRIC BE USED WHERE SILT FENCE 18 TO RBvWN 1. FILTER dNZRIERB SHALL BE INSPECTED BY THE FiNNJCWIY PLAN VI PLAN VIEW 4'-C weR (3- FOR l1 PERIOD OF MORE TFi/~N 30 DAYS. RE6PON51BLE PARTY OR HI6 hGENT IMvIEDV~TELY AFTER EHCH crm~r a ~~.eo 3. STEEL P08T5 SFIALL BE 5'-0" IN HEIGHT M1D BE OF tHE ~NF/~LL MID AT LFJl3T DM~ILY DURING PROIAN6ED RI~INF/1LL. SELF-FASTENER ANGLE STEEL TYPE. ~P(Y REPAIRS NEEDED SFiI~LL BE AMDE IMvfEDV~TELY. 2X4 FRAME (CIJIEb IM) AT 1p ~I1 O.OOx oa? ?o?o????? ?o?oo??oo??????? 2. SHOULD THE FnBRIC DECOMPOSE OR BECOME INEFFECTNE PRIOR TO THE END 4. WIRE FENCING SHN.L BE AT LFJ~ST X10 CAGE WITH A MINIIvNJM OF OF THE EXPECTED U~vABLE LIFE MID THE BARRIER STILL 15 NECE~B~ARY, 1HE v roa 51LT FENGE ~ ~ Of~BdD LOWER LF~T lCCeElO[~•~ ?o?~????????? ????????????????bb?o? 6 LINE WIRG"`5 WITH 12" STnY SPACING. Fl1BRIC 9FiALL BE REPV~CED PROMPTLY. (2) 'J6' 1~~ ftCP (CIJIAAIJI~ ?o?p~????o?o? ??ao??oao?????o??qpo?? 5. TURN 31LT FENCE UP SLOPE nT ENDS. 3. SEDIMENT DEPOSITS SHOULD BE REMdVED WHEN DEPOSITS RFJ~CH MPROX. F\` 6" MIN 2~ #5 WISHED STONE ~ ~ ~ 4.. W/ 0-RNiB AT O.OOx H/+LF THE HEIGHT OF ?HE BARRIER. M(Y SEDIMENT DEPOSITS RB~MINING IN FLpW B. WIRE Iv~9H 8HALL BE MIN. 13 f~GE WITH MAXIMl1M 12" OPENING6. PV~CE nFTER THE 51LT FENCE k'i REWIO'VED SHNLL BE DREgSED TO CONFORM ~ M~NiOLE dTEPB O 14' 0/C I b ~ ??o~?o????oo?oo???o????o?o?a??~~?o? 7. WIRE MJD WHSHED STONE WILL BE REQUIRED M!D NOTED ON PLN18 WHEN: t0 THE EXISTING 6R/~DE, PREPMED NJD SEEDED. ~ n. ~T TOE OF SLOPE6 GRE~IER T}iMl 10 FEET VERTICAL (2:1 SLOPE) 12~ MIN. RUdbBt o6~L, FlLI. F~AVY DU1Y PRECA6T ~ 1~ ??oki??????o??o????????????????d6??o OR ALONG WnTER COURSES. IN. FILTE~ Fi~BRIC SKIRT ~ ~T ???~????o???oo??o?o??????o????bp??? B. AT DENUDED LIMITS WHERE A REQUIRED UNDIgTURBED BUFFER IS 50 IN 6 OF #5 STONE 3' -4' ~ Rl~t EEiC't101E ~ ~.c.D.o.T ereanc~ta~ erne ?o?~??oo????????????????o?????qp??? FEET OR LESS AWAY OOT. X106.00 ????????????????ooa??????? B. OW~JGE SAFET' FENCE IS REQUIRED AT BnCK OF SILL FENCE SECTION (WITHIN 5 FT.) WHEN GRADING IS AD,NCENT TO SWIM BUFFER6 iECTION A-A OR WETV~NDB (REFER TO SWIM BUFFER GUIDELINES). t~ oaeR Tem ora Drains e Inlet Protection ,a. GBT-N-PIJICE EA6E 86CfI0N II II ~ ~ ~ ~ Project No: 2864, i u u • aa~ ewe ~e~s v~wuTM. wm+~ i~d ~ oR M ~ rte. Drawn BY: .R.talahan. o/c ~ vwY ~ Tree Protection Fencin Tem ora Silt Fence 9 T 8 AtTG I~I 2~-~TM~,,~~ Designed By: _ .R.talahhan AI T G I~~ -r C, ,z' es .~rf .,,rmc coNC. poonr~s wrrH (z) ...,,s ..s . r - iv, i,~, IV. I ~v~ ~ ~ r i ~ •v. ~/ICTI~ 1G 66% ,T o..~ ~ ~necKea ~ : u. w~i~ms o/c %nc?i vw?Y .Y . BIDE SECTION TOP VIEW Date: 531.07 _ t+oP of anNC a.-zos oo v z v p O m ~ v.~ v z pm O M ~ ~ < * 8IDEMALK TAPERS D0~1 F- < ~ N' Q Z 5' BACK FROM DRIVEWAY. Q ~ H~ NO ~ ~ a ~ z Q -q}i. I~r~ - - - - ''-d Revisions: ~ of erne e..-2oa e6 t;~ O ~ ~ V~ F„~ O ~ BUILD THIS PORTION OF DRIVEWAY PAVEMENT ~ D N O r' ~ N ONLY AT LOCATIONS WHEN DIRECTED. ~ O O r ~ O -I W J N O ~N o ~ • D ~ ° ~ DESIRAILE DRIVEWAY BADE ~ ° 6 S r m..~v~ moo . O ~ WJ ~ ~.oo #1 06-10-07 NCDWQCOMMENTS BMPDESIGN mZ = a z mZ E--i D O O y s N -1 O O C'1 ~ * " WIDTH F DRIVEWAY * ' „ O = m 5 0 0 5 -0 111 ti O mZ = a z N D OOy= O ~ ~ w a'-o' w~ (a-ecm ~ ^T ~ #2 04-02-07 NCDENR/LQS Corm~ents ~I = _ ~1 N V O O to O Q N N s o F=~ s = m eE~ W _ ~ ~ F- O ~ tt ? r? ? tt r n ~ ~ O Q S O 6 A B 5.0 5 -0 5 -0 1- car • got .ao zM~rm , , w zH-o • O~..i OHa J O O ~ ~ * SIDEWALK * SIDEWALK ~ ~ !7 n O t,7 ~ Z H 'O '~1 F' = Z W • O r *+2~r ORADE WHEN *+2~r WHEN I N H O ° N eeADE TH s a ~ n ~ THIB I8 SIDEWALK IS SIDEWALK LOCATION ~ O 1~ 4 reap. Poa. a ~ ~a e a~ d • ~ (OPTIONAL) (OPTIONAL} ~ O N -I D ~ ~ z D D > D naa _ o ~ LOCATION FLA - Z D + g~ Oa D 1 ~ TBrPORNtILY PLUG 27¢' d ~ ~a a < ~'-7' a ° ,~'0 NV~TED ORIFIC AT PC-R. OUTLET ~ ~ DISSIPATE CURB F- H DISSIPATE CURB H ~ H y ~ BETWEEN THESE LIMITS BETWEEN THESE LIMITS a p O ~ W O Z ~ ~ i p Z 'i TCEa - F- H F~ - 5% ~ a O R +1 - p O OR FLA1'~ W PViC UM1L ER0610M ~ ° a COMROL MGIY8IJRE IB r a ~ e `I~ POOL Ell'W1710N STRUCTURE ~ ~ RADUI8 3'-0" OR ~ „ - s p - -2sk OR FLATTER ' - - ROADWAY PAVEMENT -8~ OR F - RB~AONED ~ Q a F ,Q a a a e P RADIIS 8.0 OR AS SHt11N~1 ON LANS LATTER _~5~ 0 - RF LATTE R I+ ~ ~ ' 2~" PVC PIPE ° ~ ~ ~ ~ tMiASS GRASS SILL SLOPE a ~ a a ` ~ ~ ° ° ~ PERI~MMNENT Y ~ AREA AREA ~ i ,Sy a a a a a a ~ POOL } RB tXIRB rn ac DESIRABLE OR MAXIMUM DRIVEWAY GRADES m ~ Z n tt 2~ MIN ~ 1d ~ ~ ~~~L SOUND 2~ MIN COMPACTED BERM iliK. I I-III a ` ~ d ~ ~ ~ ~ {JN 1~ ~n/~i+M~~~ /Z ~ o ~1/ M r ~ ~ S 6 BERM A B LL r WIDTH DIST. GRADE DIST. GRADE O ~ C7 ~ 'A h t+/ " ~ ¦ „ EXPANSION JOINT ~ ~ s EXPANSION JOINT N H ~ vM ~ ~ *SIDEWALK LOCATION ~ N ' 8 OR LESS 5 -0 +2~* 2-6 +5~ Z (DO NOT PLACE SIDEWALK ON ~ ~ t 3 ~ t;A STREET PAVEMENT--~ Z ~ Q W F-+ M"~ BERMS LESS THAN 6' WIDE. 8' OR LESS 2?-Orr +gsg 5'-6" + * ~ ~ N 1 2~S ~ 3 W ~ ~ r r rr r tt ~ Q . * Z ~ 10 4 -0 +4~ 5 -6 +2~ p a d e ~ a~ ~ ~ a < o> N ~ r tt 12 d OVER 4'-6?' +4~c 7'-O" +2~* p ~ L7 - e -a e o a ~ Q ORIPICEaU~~ Sheet rye: o I- C ~ A. D to s o -C s Q~ v N A p ~C D -C ~ ~ } Q ~ v ~ c ~ o~ a Z co o c o Q O ~ p Cp - - - ~No FRONT ELEVETION ~ a ~ VARIABLE SEE SHEET 6 2 -O Q r PLAN F m I Y s ¢ v. z 2 F2F } N ~ ~ ~ 70 > O ~ Z ~ to H m eEnM > wAr~R QuNm oRi~ic~ ~rN~ Site Construction ~ DETAIL OF DRIVEWAY m O ~ N to t ~ „ m 2„ _ C Z 2 DEEP 8AW CUT ~ t~ ~ ~ to O H FBI n r n ? n = p C Z 6 A B 5 -0 5 -0 N ~ 2~ MIN. • + • p, v ~i? *+2k ORADE INEN *+2~ BRADE Ili THIS _ - - H THIS IS SIDENAI.K IS SIDEWALK LOCATION - ' J POND CONSTRUCTION: Details o ~ a -s z ~ EXISTING DRIVEWAY ED PROPOS W ~ LOCATION - ~ ~ C7 O ~r2~- ~ ' Z T ~ i rM ~ W 1. UPPER SIX (6') INCHES OF RNE G BOTTOM M1D SIDES UP TO 2' ~BO'VE W PINE SOILS. RNE GRNNED SOllt (ML, MH, CL, CH, SC). IF GR/WUV~R 5011.8 NZE ENCOUNTERED IN THE PROPOSED POND PROPOSED DRIVEWAY PAVEMENT VARIABLE PAVEMENT PAVEMENT RADIUS 9'-0" OR AS +18~ - - 5' -0" ~BO'VE WA1ER LEVEL. THEY /ARE TO BE UNDERCUT SIX (6") INCHG'`3 M1D REPLACED WITH THE /AFOREMENTIONED SHOWN ON PLANS IN DRIVEWAY TURNOUT -4~ - - ROADWAY PAVEMENT - _ _ - .15$ WHEN EXIBTINA ORIYEWAY PAYBIENT IS CONCRETE, . 2. EXISTING IvV~TERW~ IN THE POND B ORDER TO AMINT~IN ?HE REQUIRED NOR POND BOTTOM M!D SIDES SWELL BE CONDITIONED TO ACHIEVE A PERMFJ~BILITY (K) R/~~TE OF 1X10^-5CM/5 IN IRED NORMAL POOL ELEVA710N OF (201.00 ELEV.) SAW CUT 2" DEEP JOINT AT THE POINT OF TIE-IN. BUILD THIS PORTION OF DRIVEWAY 8AW JOINT PERPENDICULAR TO EDGE OF EXISTING PAVEMENT ONLY AT LOCATIONS DRIVEWAY PAVEMENT. LIEN DIRECTED. 3. THE UPPER SIX (8') INCHES OF 501 PROCTOR MAXIMUN DRY DENSITY. MDIST MOISTURE 3 OF 501E 15 TO BE 6C/~RIFIED AND COMP/1~CTED t0 MINIAMJM OF NINETY-EIGHT (9Bx) OF IT'S STANDARD EET 1 OF 2 SHEET 1 OF 2 ET 2 t SE TION C- ET 2 OF 2 SHEET 2 OF 2 Y. MOISTURE CONTENT OF 501Lv SHALL BE ADJUSTED TO WITHIN 'IWO (2) TO SIX (6) PERCENT WET OF OPTIMUM Sheet No: . _ ~ 2 Water Contr Tem ora Diversion Swale N.-r.5. ~ntrol Structure • N.T.S. r' O m BACK OF CURB N + - N Z O NOTES. YORTAR JOINTS ~ / ~ THICK. O m Z o v z N ~ . . . I~N!e M fast: NdN /yWAaTt H YJ ~ X i1liG VL/~W WIMIGrC TNI~J~IOtR. C TOP ELEVATION } " 1r-ON UBE FORKS FOR OONSTIIUCTION OF THE BOTTati 8LAB. Q N~ H~ M~ N~ } v GENERAL o ~ NoTES o N~ ~ Rt N H RIPRAP Q o DEDUCT FOR PIPE(S) FROM TOTAL CU. YDS. OF BRICK rA90NRY. 1- ~ ~ N USE #14 BAR DOMELB AT 12" CENTERS. N ~ o-~i' { 2 NOTE: USE TYPE "E", "F" 1WD "0" GRATE = e `a M ~ O.~ V ~ ~ T ~ ~ lN~E33 OTHERIMISE NOTED. ~ Paa?I P ~ ~ ~ G~ ~ ~ z -ALL TORT JOINTS ARE y¢ . Q y O H ' N O ~ -eOw 8RIC1o>ORK KITH FULL HEADERS EVERY TF#tEE OOURSES. ~ V o Y Y O c~ m Z = PROVIDE ALL CATCH BABIN6 OvER s'•e" IN DEPTN <rITH eTEPe 1z" W ""1 d F"~ E"~ D' A ON CENTER. USE STEPB MHICH 1DaPLY KITH STD. ORANINB b/0.ee. 0 0 = - - - y Yip ~ m N N N N N N O -I li J N mz = a z E--r -1 D I -CONCAVE TOOL ALL EXPOSED JOINTS. O O N = La = m USE TYPE E , F AND 8 BRATE8 UNLESS OTIERwIBE DIIDICATED. W W ~ ~ B U~ BRICK OR F- V O CONCRETE elogc BHICH CONPLIEe ¦ITH THE R~IIREIIENi'8 a I I I ~ o n rn W v. = I -DO NGT INTERPRET BALL THICIO~IESB T As T~ Q = THICKNE88 ACCEPT i- t~ O ~1 J RIPRAP O O.OX = N O O - - - - d" 8" OF SECTION B10 OF THE BTANGAID SPECIFICATIONS. a Z N MIN. IF REINFORC® OONCRETE PIPE I8 8ET IN B+OTTOII BLAB OF SOD( ADO TO 8LA8 • off NI-u,0 N O ABLEI BUT I8 USED ONLY IN COrPUTINEi ~ N _ ~ O -n I ( END~ALL DIIEN8IONS AND gMNTITIES. F- = F' z z F4 r W • p0~,.~ V)f-WO,~ A ~ n ~ N p AS eHOM>r ON STD. N0. e10.00. ~ • -I FOR '-O" IN HEI N N O y MIN. N 8 61R OR LE$8 118E a MAU. OVER 8 -0 IN IIEIeHT U8E O D 12 WALL TO e'-0 FR01 TOP bF MALL AID e" MALL FOR THE RENIIINII~B Z . °o~~ n ~ o~ _ ~enoN - u sECrsoN - ¢poqQ o~~ C9 ~ -OON8TRUCT THE BASE KITH fOip{S. ~ O . o 0 D 11 z ,H O ~ o, • a . ;v ~ ~ . ;o•' e'-O" a11YrTITEB TO BE ADJUSTS ADIXdD%IIBLY. H F' w o ~ PLAN a O X OONSTIUICT tlflTH PIPE CRO11N8 YATCNINS. Q Z ~ W Z H r>y 1 ~ ~ A ~ ~ A ALI9N FRIWE YriTH INSIDE 1;~~ Z N D d p to o~ ~ ~ EOOE OF HALL TO ALLQr e ~ ~ ~?~i ~ -USE CLASS B 00lICRETE. ~ N ~ H N O ~ -PAY FOR OONCRETE AS BRICK rASONRY. a O I SECTION X•X tXMNFeI ALL EXPOSED oDRNERS 1". O ~ TOP ELEVATION s e ORII/!MS NOT TO 8CALE. ~ o ' p Z o o FOR VERTICAI. AG)USTtiENT . ':q; ,~J ~ _ ~ AA ~ p MILL SECTION PLAN W z c -CONCRETE BRICK t11Y BE U6ED IN LIEU OF CLAY BRICK. D D D ~iaN - ss ~ -JU180 BRICK HILL BE PERNITTEO. c~o~xn~ Fri ~ - ~a. a - - - - - - TOP ELEVATION • 8TEP8 -STD. NO. B~O.e6 g SECTION - M lECTIOM - MM N N BT~d erD. NO. B~O.ee YIN. A YI ~ ~ci~~~v~ ao saoaoaoooao cQa~s~o:o: ~~o~cioci PLAN SECTION A-A = TOP ELEVATION m - - ~ ~ e C ~ Z FRAYE,f~MTEl~d HOOD A88'Y J NI _f'I ~n ~ O Q ~ D ~n .L ,a~w ~ ELOPE A$ INDICATED ON PLANS = _ _ _ ~ ~0 i0 = : c s = N = a arT, 100 ~ t ~ E~ r.-a~~~ ALL ~ W O ZWm ocJ o h • /ALL SUBGR/~DE FOR STRUCTURE TO BE COMP/~C'TED TO 95X OR GRF~1?ER. Q ~ o " ~ e - S LL ~r H Z m~N ~ p 6~ c m ~ Z N Z e ~ 0 • Q B01 o a ~ a e O~ ~ ti Y Or M ZWm • BOTTOM GRADE SHALL BE 0.0% WHEN USING SCS/MD. METHOD. H _ Z = e H ~ r M~q~ G I ~ _ ~ ~ q C C ~a f/~~~ a ~ ~ - ~~CS' ~ P ~ ~ D ~ ~ K K= ' o ~ p O w ~ ~ ~ Z ~ M N N N ~ I' mo' _ ~A r~ ~ • SID O~ H ~ n > = to o O z ~ yJ . SIDE SLOPES TO BE 3:1 OR FLITTER. ~ - N N SECTION Y Y e 7C " YIN. a D SIN. m ~ D 8 _ _ ~ o ~ SID ~cm a = 10 1 O r - - m 1 3 O z (p ~ r = 1, a ~v • SIDEWALLS SHALL EX?END UP 15 SHOWN ON PWJ~ BUT NOT LE&~i ?WAN 2/3 THE PIPE DWviETER. 2 3 Z O ~I IIIM. KIN. ~ d RISER HT. = s ~ O p ~ r' _ ~a" ~ • THE = a a 1 0) O O o C.S. = 1„ 1= C At CONC. _ . a „ W W THE I ~ pl 01 r W PIPE PIPE _ • ?HERE SH~LA. BE NO OWERFN.L FROM THE END OF THE HPRON TO THE SURFACE OF THE RECENING CW'WNEL. THE I~REl1 TO BE PAVED OR RIP-RMPED SFW.L BE W. Morehead Street V . C ~ ~ _ - N ~ e KIN. ~ . o . ~ Q ~ r ~ r ~ a 1 ~ 1 o UNC i . ~ oc ~ ~ ~11' r ~ Q J d. ~u UNDERCUT ~v0 THAT ?HE INVERT OP 7HE APRON SHALL BE AT ?HE BiI~ME C~ADE nv c~oc x ~ N e v N p• d.. y • p• p e 8ECTION J J a YIN. ~ ~.o•. 'o p~~ ~M~ ~TION-M ~i ~~Q ~ ~ ~Y~ p ~ ~ p = = 1~-~t~A m m ~t~~ L NI ~ ~N ~ ~~Z mc N w ~ v Z/~ J ~ ruN ac~cr:oN - a~ x o ~ r ~ = Y, p N 11 H Oa ~ ~ o o m CONC. ~ CUl moo ~ . (PLUSH) WITH THE SIJR~ACE OF THE RECENING CHANNEL. TI1E MRON SWELL HAVE A CI1aY'IO~@, NC ZSZOS CUTOFF OR TOE WALL AT THE DOWNSTRFJ~M END. - VMiERE 90' TO 90' P1PE 18 USED „ , ~ ~ 8 ~ s 8EE NOTE E SECTION M M v1 cv m~ 3W o O ~ L ~ ~oJ~ o THE t! W ~ N Zm • THE END WIDTH OF 7HE nPRON SFW.L EQUHL THE BO?TOM WIDTH OF RECEMNG CW~NNEL. Landscape Architecture w~E4rTO ~ PIPE ~ ueED v y~ =H H Z RISER HT, wHERE ~ ~ ~ PIPE IS USED N II m ~ c N e ~ o W~ = PLA o N z ~ ELEVATION o O • PIJ~CING EITHER LOOSE OR COMPACTED FILL IN THE RECEMNG CHANNEL SWELL N07 BE N.LOWED. 'j VARIEe ~ ~ I E M"~ J m J J C7 J m Z -~I ~R : S'-0~§" J ~ ~ m W ~ v y c ~f~ ~I~ R W Q ~ .r O ~l _ ~ ~ - _ Y. H O = • w ND ~C ~ ~ NO E ELEVATION NmZ ~ ~ v • NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMEPlf OF THE nPRON WILL BE PERMITTED. Site Planning O - - - - - - - - - - ~ I 1 1 B M .I Z 11 11 M - W ~ A W O TYPICAL ACTION v o MIMBIiI0119 FMB 911AMTITI~ H ~ z ~ ~r~ USING 001'ICNETE PIPE uslra co1~~91?TED METAL PIPE TNRU MIALL W ~ Z Civil Engineering -~?~I 8" ~ ~ ~ I Z 1 p n 2~_ n n ~ ~._n _ ~n ~y ~ T N p11 1 T H r ~~.I y m COM110N DIMS. BINDLE PIPE DOUBLE PIPE I PI m COMMON DIMS. 8 HOLE PE DOUBLE PIPE 0 N B p T L M L 0 N B g L L M l FESI ~ t+N? ~~s r~ ~a+ woTM ~ v~ron+! ~ ~ www.sitesolutionspacom ~ ~ m ~ I I I gll~~I 9,_~x ° .~~'ln ~ o1~n ~ - tan >L " " ' " 2'•1 " 1 6'-8" 0.441 ' " " 16" 2'•9" 1'•4" 2'•>P" 6'•8" 6'-8" 0.184 0.228 1'-11 7'-6" 0.482 0.806 18" 2'-6" 1'•8" 9'-2" 2" 8'-4" 0.662 0.928 2'-7" 6'•11' 0.122 0.461 18" 2'-d" 1'-8" 9'•0' 8'-0" 61.0" 0.47! 0.909 2'•9" 8`-9" 0. 0.424 DIA. ~ LENGiH (F~ FE8 (F~ E!~ (FT) OEPTFI (NIS) S~ (FT) CLASS ITI- 1T I I I I 1 I I I 1 WHERE 42" TO 54" PIPE IS USED 11 1 1 1 1 1 SECTION - qC '2'-11 L¢" ~N 4~g" S -4 -d 24" 2'-11" 1'-8" 9'•9" 71-t" 7'•t" 0.749 0.968 9'-0" 10'•8 0.984 0.640 R 1 N R 1 R " • 1 R R 1 " R t I 1 R N 1 R t 90 3.9 2'-4 4.6 ~L4 9'•4 t.dd1 0.'672 4 -9 19'•1" 1.620 0.616 90 9.4 2'•O 4 •d 6.10 9'-10 1.060 0.666 9 -9 12 •T t. o.m "Do^ •I.a• "~Do• 'w' 'o• Telephone-704-521-9880 21 3.15 1.25 8 3.75 9.25 18 0.5 B Faaimile-704-521-8955 EET t OF 2 DETAIL SHOWING METHOD sd" 4'•1" 2'-4" d'•d" 4" 10'•10" 1.696 0.740 8'-0" 16'-10' II.4e2 1.140 !0" 8'-9" 21'4" 61-0" 10'•0' 10'•0" t.d08 6.120 41-8" 14'•6 1.686 1.044 19 22.78 1.5 18 9 19.50 25.5 0.8 1 SHEET 1 OF OF RISER CONSTRUCTION p~ SNEET 1 OF 2 EET 1 OF 2 R ~ p ~ ~ 840.01 840.03 NUOD ELEVATION '~10N - 840.3 838 i ET 1 OF 1 42" 41-11" 2'-8" 8'•4" 61~" 12'•8" 2.887 1. 6'•19" 18'-d" 9.726 1.829 42" 41.6" 21.9" d'•0" 12'•0" 12'.0" 2.171 0.984 d1.9" 17'•9" 9.082 1.420 Q~ N t N , R " 1 « t R 1 R R 1 R 1. 1" 8HEET 1 OF 1 46 6 -1 9 -0 7 -8 6~1 14 -8 4.032 1.949 8 -8 21-2 5.1 1.980 48 4 -11 2.8 8 -8 19 -8 19.8 9.10! 1.111 8'.0" 19'-8 4.002 1. • ~ • Seals: Flared End Section/Ri Ra ron r 1 1 1 1 N.T.S. ?,.~''~1~ CARp "'•y p.N~,p 9 s S~ E s ~ s 1544 s s v z v o v rn NOTES: Z O n O N N~ S -I EXPANSION JOINT a N z Q Q a ~ Z DETAIL SFIOWING TYPES OF ORATES 2~ } ~ N INSTALL ALL STEPS PROTRUDING 4 FROM INSIDE FACE OF STRUCTURE WALL. N ~ 'i STEPS DIFFERING IN DIMENSIONS CONFIGURATION OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED PR IDED TH F RNI ED F-~" . OV E CONTRACTOR HAS U SH ~ z Q THE ENGINEER WITH DETAILS OF HE PROPOSED ST PS AND HAS RECEIVED WRITTEN APPROVAL FROM THE ENGINEEA FOR THE USE OF SUCH STEPS. Q . , p ++~,e ~ N O S E 4~-6" 4'-8" F' DNO~ ~-0~,-,~(/~ " N en 8„ HOC ~~~s~j ~~p~ USE ACCORDING TO WATER FLOMI. 2 11~„ 1~~ ~ ~M a~a~~iZ moT-~~ s u.~~r, ~ oo~x ,..,z~=D oo~xZ w F V ~ O M ~ ~ ~~D~ oTYPE "G"TYPE "E"TYPE "F" _ A A ~ n~ I g~n ~ p ~ ~ T N o ~ r NOS ~ V ~r~~w~aav~ 111 Z = -I N4 s v D. FRAME ~ -i a. ~ H ~ D E OOy3 O n n TE 8 HOOD ~ O C1 1~ 1~ m S„ WQ u O~-~N MOC'3 . mZ ~ n L~.JaI-IZ rN -I D ~ O O = N w V• ~ HV C =NOD \ ~ Q ~ c7 o n rn w ~ ~ /N Z 1 F- V O O II ~ • OOH ~ V?HWC n ~ _ ~O~- SHOO 1 ~ F- ~ zN ~ ~ H= W r rn ~ a ~ n ac ~ . R W R ~ W N o u D > > z D R~ ~ d d PLAN ~ N F- F Z ~ N °C A ~ IN1?1'ER FLOW ~ o M c~ D ~ w11TlIl FLOW ~ ~6 I g~ ~ . . oov~ _ z ~ ~ ~ ~ PVC BODY WITH CAST IRON BODY WITH V1 ~ ~ ~ ~ 0. O CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES W C Z ~ ~ WO yp ' ~ d~p~ No- ~ Z B 1u2" ~ 1~~, ~ n ~ r ~ H ~ H to a o W 1 0 BRONZE PLUG BRONZE PLUG ~ W - ~ w TOP ELEYATION „ * s 6 ~ EXPANSION JOINT 1r,~n CLEANOUT TO CLEANOUT TO ~ ~ USE ON FLAT BRADES 2AC AND WIDER I+- PLAN SIDE ELEVATION BE FLUSH W/GRADE BE FLUSH ~ $ 3'-0" ao 3'-0" DEPRESSED BUTTER LINE III SECTION 8-B PLAN SIDE ELEVATION = ~.~•.~a .w.• EXPANSION JOINT PLAN OF TOP SLAB SECTION S-S O ~ 1~~~ 2~~~~ I H r m ~ z ELEVATION 0 p = WATER FLOW SAIi ~ ~?TER FLOW ~ p O N rn ~ r Z ~ ~ NoR~u ~ T' cuRB AND GUTTER ON LbHr oRADES ~ ~ ~ rCi~ r SECTION A-A ~ p W FI = ~ LL 12"X12"X8" CONCRETE n N M N = TOP ELEVATION NORMAL GUTTER LINE N ni ~ - - i M RI = N N ALL PIPE BENDS AND N T IRON AST IRON z JDS AND ALL PIPE BENDS AND PAD FLUSH To GRADE (3000 PSI MIN.) rr , ~ 8" E N8 "w" BARS " 8 N4 BAR a W N N EXPANSION JOINT = 7C m a n n R 2~ - M N " 2 n n V Q rr ?r n n - H ~ ~ PE F TYPE E TYPE 8 TYPE E H haw z ~ ~ ma O v _ ~ CONNECTIONS SHALL LEVATION N W 3 • ~ c~ oC 6E 45 MAX. SHALL CONNECTIONS SHALL BE 45' MAX. 8" U8E ON GRADES ONE a D N Tii = - ~ a N RAI D F R p SE LaW AR ON -i n n O ~ _ _ ~ 2 ~O y o n H ~~p - ~ D V n C 1 MAX " a, 0 1- D r HIGH ~ 0 0 1'- V z RAI ED FL ARR 2 O S 0'MI OW ~f ~ H ~ vm o 1~ o v c . ~ #s BAR oR . EXPANBION ~ ~ p JOINT r n n rr 1 -Q 0 = N4 BAR8 U n 8" v p 1~ OEPRE88ED ~TTEA LINE HI W GH 0 - Hv o ~ H v o p ~ n n 11rrt" #8 BAR ~ 1 8~ . ~ GALV D. m - ELEVATI N ~ O ~ ~ N N o ~ n ~ r O i n 1 ~ ~ ~ - N N n , ~ ~ 4 a~ ~ : ~ C II ` C SECTION R R NoRMAI RBAND UTTER P m ~ ~ cu o a~N sTEE oRADEs v y~ =H D 1 N ~ r z F¦I ~ ~ O = H 0 n = w C1 Z ~ ~ N ~ W ~ ~ CLEANOUT IN UNPAVED AREAS CLEANOUT IN PAVED AREAS N N~ z MINZIY olilitpN ANB IYANRTZN P811 Niigc CATpI 9A8IR 9A9® ON M=N. NfIwT N 1rlTll NO ~IlIl1 R N J m ~ DIMENSIONS OF BWf AND PIPE TOP BLAB CU.YOS. OOIIC. IN 80X BRICK MA80N1Y DEDUCTIONS N ~ = rr O N O N W ~ m = N n J N~ y ~ POLYPROPYLENE Z P ~ PIPE SPAN NIDTH NIDTH DDI@18ION8 X ONE PIPE O 0 BPAN MIN. HEIGHT BARS-U BARS-Y BARS-M TOTAL TOP BOTTTOM TOTAL ~c M11, Z ~ D A B C 6 N E F N0. LENGTH N0. LENG'TH N0. LENGTH BLAB SLAB ~ ~ ~ .M. R. W aNpEtE C C c~ v0~ - 1 0 D rr ~ Z o P 1 O rr n z W N ~ ?r 1 R ~ M ~ ?r SIDE PLASTIC ~ m ~ SIDE o Z ELEVATION ~ ENGRAVE "SS" IN SANITARY SEWER ENGRAVE "SD" IN STORM DRAIN - 0.281 0.281 0.689 1.164 0.020 0.042 15" 9'-0" 2'-2" 9'•0" 0.281 0.281 0,~ 1.244 0.031 0.047 F-r 0 1 u ~ n W IL 1 O ~ Z r n r u W 2 -11 2 -11 ELEVATION w ~ PLAN : y COMP03ITE ~ ~ ~ CLEANOUTS 18" 9'-0" 2'-2" 1.1" 0.281 0.281 1,0~ 1.324 0.044 0.085 24" 1'-0" 2'-2" 9'-9" 0.281 0.281 1.204 1.485 0.078 0.121 1 n rr 1 n 1 ?r ~ REINFORCING STEEL 90" 3'-Orr 2'-2" 3'•4" 4'-3" 1'-2" 4'-4" 4 1'-6" 9 4'•1" 3 4'-1" 45 0.147 0.874 0.521 1.606 2.217 0.122 0.184 86" 9'-0" 2'-2" 1'-10" 4 -9 1'-8" 4'-4" 4 2.0 4 4'-1" 9 4'•1" 49 0.187 0.415 0.802 1.914 2.518 0.178 0.281 1 n 12" 42" 3'-0" 2'-2" 4'-5" 5 -3 1'-5" 3'-8" 4 1'-9" 1 8 -8 3 1.1 98 0.135 0.373 0.608 2.162 2.660 0.240 0.371 48" 9'-0" 2'-2" 5'-0" 5 -9 2'-0" 3'-8" 4 2'-6" 4 3'•9 9 8.9 41 0.173 0.410 0.581 2.416 2.998 0.813 0.477 1 'r n SECTION A-A - ELEVATION NOTE: #3 DEFORMED 12" DO NOT USE IN EET 2 OF 2 54" 9'-0" 2'-2" 5'-7" 8 -9" 2'-7" 9'-6" 4 3'-0" 8 1.1 3 3.9 47 0.211 0,~8 0.~9 2,606 5,466 0.398 0.595 $HEET 201 + RISER HAS ,921 CUBIC YAR08 OF BRICK MA80NRY PER FOOT HEIGHT I ~ ~ TYPE - F 8HEET 2 OF 2 EET 2 OF 2 SECTION A-A SHEET 2 OF 2 EET 1 TYPE G - - 8TEEL 8ANITARY 8EWER W4NHOLES. EET 1 OF 1 SHEET 1 OF 1 ELEVAT ON SECTION A-A s L • ~ V ~ o Cleanout ~ c~ N.T.S. U ~ i ~ . STAPLE PATTERN GUIDE NOTES: • - z D O i CHANNEL INSTALLATION ~ - c , 6.fi7 2.03 M WIDE ROLLS 1. BHCKFILL TO 85X OF AMXIMUM DENSITY WHERE EXGIVATION6 CUT ~ GENERAL NOTES: Z m E - o~ " OU Z ~ z 0 o m GENERAL NOTES: O ,b USE BIODEGRADABLE FASTENERS c a~ i THROUGH PAVEMENTS, CURBS, DRNEW~YS MID SIDEW/~L.KS, M1D N " A CHAMFER ALL EXPOSED CORNER8 1 N ~ 8 8" u n ~ y < . E USE CLASS B CONCRETE THROUGHOUT. d i.,i Z OPTIONAL MANHOLE Q n NO '1' NV) ~ -I Y MORTAR JOINTS " "THICK. } F- ~ l~ L8 ~ a Q H z nn Q - c+ «a ~ TRENCH WIDTH UNDER OR HD,~CENT TO STRUCIURE6. !!1 O Y g USE N4 BAR DOWELS AT 12 CENTERS. F- ' F-10 ~ C n n of r ~1 VI MORTAR JOINT8 ~ t ~ THICK. H L O ~ LL,JO~ USE CLASS B OONCRETE THROUGFIOUT. a ~ ~ o ~ oC V N O ~ USE FORMS FOR CONSTRUCTION OF THE BOTTOM SLAB. ~ U ~ c~ . I 0 O~~N rr W~ A - 4.1 SLOPES c 8 3;1 SLOPES V _ ~ 2. STONE TO BE 61Z~ 1 /2` TO 1-1 /2", WELL TNvIPED. m z = CONCAVE TOO ALL EXPOSED JOINTS. a ~ D -s---~ Ooy= O -1 X X ~ USE FORMS TO CONSTRUCT TILE BO1T011 BLAB . Q Z u- J a z m ~ U8E 1~4 BAR DOWEL8 AT 12 CENTERS. 1~ J H Z 0 0 = r-~ Z = O S cn D O N Q ~ X X DEDUCT FOR PIPE 8 FROM TOTAL Cu. YDS. OF BRICK MASONRY. • • • • • • • • • • C - ~ 1 !c STEEPER SLOPES ~ 11.1 • • • • ~ • • • • D - MEDIUM/FgGH FLOW CHANt~I ~ ~ • ~ . ~ • • (te q8 E - HKiFI FLOW CHAIISrTc'L do SIIOREL1rE V 3. STONE 15 REQUIRED TO 6' BELOW PIPE WHERE SNET CONDIT10N8 OR ROCK IS ENCOUNTERED, ONLY H8 DIRECTED. ~ C1 m / t- _ , ~ ~ W LL =-n D D " QQ _ - r(~ ~ i = as / ~ ~ JU1B0 BRICK HILL 8E PERMITTED. CONf~iETE BRICK OA 4 H C ~ - < ~ ac k k VI O ~ = o ~ 80LID BL MAY BE IN LI Y BAI a = o } I m u } I DONCAETE OCK8 USED EU OF CU CK ~ W Q W= O n m .r n W LL. Q = -t1 PROVIDE ALL CATCH BASINS OVER 3 8 IN DEPTH WITH STEPS 12 S ~o~ov ~ I ~ o a ON CENTER. USE STEPS lM1ICH COMPLY KITH 8TD. DRAWING 840.88. C7 H N N O , Q N ~ Ll1 ~ ~ 0 ~ o E H ZF•I~r'~ 1 r n a r n = ~ ^O a ~ ~ ~ ~ f ~ a FOR 8 -0 IN HEIGHT OR LESS, USE 8 NM.L. OVER 8 -0 IN N F- C Y, H ~ ~ ~ / " 1 N M C} ~ - - - HEIGHT USE 12 HALL TO 8 -0 FROM TOP OF MIALL AND 8 HALL ~ ~ F-2 z = O H ~Z W Z N ~ r ~ - - U8E BRICK OR CONCRETE BLOCK WHICH COMPLIES KITH THE REQUIREMENTS W NF-WOJ O ~ M O ~ a.r O N OF 8ECTION 840 OF THE STANDARD SPECIFICATIONS. W N J ~ ® u. ? li -I Z ~ ~ O ~ 4. HNJD SHAPE 1RENCH B01TOM FOR LOYVER QUADR/WT OF PIPE O ~ /WD BELLS. , ` ~ - ~ ~ u ~ ~ FOR THE REMAINING 6.0 . ADJUST DIMENSIONS AND QUANTITIES D - ~ Z ACCORDINGLY. ~ O n 70 ~ ~ O O O --i IF REINFORCED CONCRETE PIPE I8 8ET IN 80TTOM SLAB OF BOX, ADD TO 8LA8 N Z • ~ D A8 SHORN ON STD. N0. 840.00. . > D~ r 4• (to aq ~ J ~ - ar MAD J - ~ 5. PROVIDE MINIMUM 3'-0" COVER OVER PIPE. V ~ ~ IF REINFORCED OONCRETE PIPE I TIN OF BOX a U1 O SSE BASE SLAB , C z 8" " ADD TO BABE A8 BNOMY OM 8TANDND N0. 840.00. ~ W ? n n r - n H ~ H FOR 8.0 IN HEIGHT OR LE88, USE 8 WALL. OVER 8 0 IN HEIGHT, U8E N a 0 1 n ? n ?r 0. ~ W O ~ 12 WALL TO 8.0 FROM TOP OF WALL AND 8 WALL FOR THE REMAINING O r 11-OZ ~ . ~ ~ I ~ " 9 CI =a IM Y W PROVIDE ALL JUNCf ION 100~E8 OV818.8 IN DEPTH WITH STEP8 C " " 12" ON CENTERS IN AOOOADANCE WITH STD. N0. 840.88. O Z 6 -O . QUANTITES TO BE ADJUSTED ACCORDINGLY. ~ Yom- CONSTRUCT WITH PIPE CR01NS MATCHING. ei ar - tza a4 n~ ~ i ~ Q ~ O 6. StONE TO 1 /2 PIPE DIA. NOT REQUIRED FOR C-900 P.V.C. OR DUCTILE IRON PIPE. O LAN SEE STANDARD 840.54 ~ SPACED 8 FOR HOLE COYER d FRAME C, ~ C. ADJUST THE STEEL CONCRETE AND BRICK YASON1iY QWWTITIES DO NOT U8E BRICK MASONRY DROP INLET IN LOCATIONS SUBJECT TO TRAFFIC. >r pip Z'~ ( r ~ i r ct~? 0 d -0 0 OPTIONAL TO INCLUDE THE A~DITION OF THE MANHOLE I.E. DIAOOIML 8AR3 8HORTENED AROIA~D OPENING IN TOP SLAB, ADDITIONAL VMIABLE BRICK MAY BE USED TO HEIflHT BRICK MASONRY, OPENING IN TOP SLAB.) WITH COPING REMOVED „ CHAMFER ALL EXPOSED CORNERS 1 . DRAWING NOT TO SCALE. ao'.... - u r•w - (Ia J 11) i ~ ADJU8T FRAME 8 COVER TO SURFACE ELEVATION MAX. 1' MAX. DEPTH OF TNI8 BTAIICTiAiE FR011 TOP OF BOTTOM SLAB TO 8" , TOP ELEVATION IS 12 FEET. BRIp( OOPINQ (INCIDENrAI) ~ tr IUD ~ PT~I Txi. ~ d ~ 1x1, Z ~ j MINIMUM MINIMUM m HEADER ~ Z ~ o Q 111 TOP ELEVATION ~ o Z a 8TD. 610.1A ~ - aar Uaa - 0 W ~ ~ ~ ' ~ ~ V ~ ~ ~ a ~ ~ r " ~ 4 ~ a = W ,..1 ~ W ~ ~ FAME AND eR11TE it LL, 1. PREPAl1E 8O ~ r NarE: WHEN W PRET~AIIE sal wsrAU~o ROLLED EROSION CONTROL PROOLJCTS • INCLUOwc ANY NE1CE'~MY APPL~cAnoN OF uME, FQTiNJ2ER, ADD sEED. 0 0 0 ~ NOTE: wHEN uaINNG cEU-o-s® oo ?ar asEC A~ au. MusT sE asTAUr~ wm~ PAS aaE oowN. ~ m~ PIPE N O J ~.~NVI m0 N = = o N ~ ~ 2 O J ~ 2 IEaN AT 1H H m O W W DcRNOm a n " W = a ro H e A B ~ a eorrroa aF n M J RDCP'~ MCN 2 IEOMI AT TFE 10P OF TF~ CHANNEL /Y ANCIIORNiG TIE RECP'~ IN A tb OEEP x d' 16 WDE TRENCH wITN APPROKNLAiELY 1Z' 30 OF RECP'~ 116 bMPla ~0. J j,~ ~ ~ DIRDOED ~Y010 1HE UP-bLOPE'OR~ION OF T!t 111ENCFI. A1~ICHOR ~ ~fIM A OF APLbS AKES APFlIOfOw1AfELY 1Y 30 N lli ~1.~ lfAPtD !4 , ~ cc ~ L 10TTOM OF TIE 1REHCFL MpffLL AND COMAP~IT THE TRETICFI AFTER STAPLJNO. APPLY S®1D SOIL AND FOLD REMANINrG 1 30 CMS POR110N OF ~'ZA LINE ' ~ 6" E OA F 1" 3 Z p A ~ Z O ~ ~ " 3 z N s e 6 Z N M Ag10dS THE a Z a O 7C H a woll coax REICP'. snac oVT~R s® AID oowPA~cTED soy. soalRE RECP'. arER cawPACrEO sal WRH A Raw of V - • STAPLES/STAKES SPACED APPROxN?IA Y 1Y (30 CIS V ACROSS THE WNy1H OF iNE RECP'R U1 a RoLL c;ENTat RET~'. TM DIRECTION OF MATER Flow ~ BOTTOM OF CIwJNEI REIrP'~ wnL UNROLL wrlH APPROPRNTE SLOE AGANrST THE sal SURFACE. ALL J a- i~~ ~ ~ ~ INLET PIPE B + 18 8 O . - I N ` " 8 ~ ~ N C J o TLET F- DD H _ = p ~oc~'. Mua~ ~ co ~ I I ~ u~Nc F- oo ~o O Q t0 C O 4. PLACE OON9 RECP'~ MLI1T sE ~ItELY F/~TENED TD sal SURFACE BY PIACNrG IN APPROPRIATE LOCATKINS AS 9FIOWN N THE STAPLE PATTERN AU~E. i,jJ ~ ~ U9NlC THE DOT SYSTEM ~ STAPLFS/STAKES SHOULD BE PU4CED EACH OF THE COIARED 001'5 q'~RE4POI~1C TO THE N~PROPRVITE STAPLE PATTERN. r / 0 STONE co o Q E or Z TIN X X ~ Q o o DIMENSIONS AND aIMITITIE8 FOR BRICK JUNCTION BOXES Q ~ I O z I APART ANo Q O w sEE NDTe a ~ LlI~1101F 4. PLACE OONSOCUTNE RECP'~ END OVER END SHINGLE S1YLE) wRH A 4 - e' (10 CM -15 CM) OVERLAP. USE A DOUBLE RaW OF STAPLE'S STAGGERED 4 (10 CM) - -toy 11.. APART AND ~ (10 CM) ON CENTER iD RECP'~. U i 0 b. FULL LlNG'IH EDGE OF REIrP't AT TOP OF SIDE SLOPES Must BE ANCHORED wRH A Row OF STAPLES/STAKES IIPPRO)OwITELY tY (3O CM) APART TN A d' (15 CM) r 0 0 0 0 ~ ~ 1 /2 PIPE DIA, (5EE NOTE 6 BELOW) ~ r ~I ~ SEE 8TANDARO 840.54 ~ H DIYEN8ION8 OF BOX AND PIPE CUBIC YARDS Z F- o FOR MANHOLE COVER i FRAME REIIB:ORCEYENT TOP SLAB DEDUCTIONS FOR ONE 7 Q a ~ v I ~ ~ H O O o~P x e' ~ O a~ Doc z ~ 7 = - v _ t a AawcENT o Q a DEEP X b' (16 CIS waE TRENCH. eACZfF'ILL AND ooMPACT THE TRENCH AFTER srAPI.INC. - ,e? p+~J - _to~ a ADrMicar RECP'~ Must BE OVEAIAPPED APPRODOMATElY 2" - b' (b CM -12.5 CM) (DEPENDING ON REDP't TwE) AND STAPLED. 0 0 ~ O DIMENSIONS PIPE CU.YDS. PIPE SPAN MIDTH HEIGHT BARB CONC, BRICK MASONRY H O N Z BRICK MAY BE US® TO y g ADJUST FRAME d COVER TOP 9 MIN. HALL PER ~ H H _ H ~ o HIGH as o ~ y i N Z n y m 3 . a v . _ ~ wc. t'If'E THIS sIOE • ~e 7. TN HKIH THAW CIIAIMIEL A STAPLE CHECK SLOB IS REAOIMiET~DED AT 30 Tn ~i0 FOOT ! M - 12 INTERVALS. USE A DOUBLE ROW OF STAPLES 7J t - ~ ~ r APPIIG!"~"f~ ( M} T a1 ~ STAGGERED 4 (10 CM) APART AND 4 (10 CM) ON CENTER OVER ENi~ WIDTH OF TF~ CFIAIN~EL . 0 0 0 0 0 ~ = H r D A B H N0. LENGTH E F 601TOY HEIGHT FT. HT. C.S. R.C. v = m C7 ~ n TO 8URFACE ELEVATION MAX. 1 = Z 8 CU. YD. CU. YD CU. YD. H ~ r N ~ Q Q " " a r n t" r" r n r n N V = N ~ r iv N N e. yT~HE~. 1EIlMMM ~ ~ T ~ Afi1G TRENCF N H r- Ri m z r. N N ~ a THE TERMN~AL EIS OF THE RECP'• MUST BE ANCHORED wrTH A ROW OF sTAPLES/'STAKES APPROKNrIATELY 12 (30 CM) APART TN A b (15 cM) DEEP x 6 (1b CM) ~ n WDE TRENCH. SACI(FNl AND COMPACT THE TRENCFI AFTER STAPLNrG. fTy ~ X 8 EXP. JOINT 12 2 -0 2.0 2.8 12 1 -1 S -4 9 -4 0.412 0.591 0.283 0.020 0.092 ~ 3 n r n r x J M 'n p, / r n r n r n r n ib 2 -0 2.0 2.8 12 9 -1 9 -4 3 -4 0.412 0.657 0.283 0.031 0.047 N ~ O H Nd1E 3 m J m J N LAOSE ~ ~ n Nd1E 0 0 0 0 0 0 0 • TN LOOSE SOL COfOIfIONS, TIf USE OF STAPLE OR sTiYIE LENGTHS GREATER THAN 6' (15 CM) MAY BE NECESSARY TO PROPERLY ANCHOR THE RECP'~. BOTTOM OF EXCAVATION (SEE NOTE 3 BELOW) O 11 1 " f " 1 N 1 N r " r " Z ~ ~n „ 18 2 -4 2 -4 2 -9 14 3 -5 3 -8 3 -8 0.498 0.814 0.298 0.044 0.085 W 9 24" 9'-0" 3'-0" 3'-3" 18 4'•1" 4'-4" 4'-4" 0.895 1.178 0.382 0.078 0.111 Z O OZ~ISIONS AND aMNTITIE3 FOR DROP INLET MABED ON MIN. NEI N 8 aNT, } Z W ~ W DIMENSIONS OF BOX l PIPE CUBIC YARDS CUBIC YARDS DEDUCTIONS FOR POt'0. 70 >RAPLts P01 !0. 1'D. NOTE: (4.1 SINPIm P9t !Q 43 fiAPLEIi PEIt 94 ~ 8" = 30" 3'-4" 3'-4" 3'-9" 18 4'-5" 4'•8" 4'-8" 0.807 1.481 0.395 0.122 0.170 PIPE SPAN WIDTH MIN. HEIGHT ~ BRICK MA80NRY ONE PIPE BOTTOM WALL PER A CR111CN. POINTS ' FIORLZONrAI STAPLE SPACING SHOULD BE ALTERED B E NECESSARY TO AWOIM STAPLES 1D SOCURE 1FE C A, OVERUIPS AND SEAMS CRITICAL POINTS ALONG THE CIWN~RL SURFACE. 36" 4'-0" 4'-0" 4'-3" 20 5'-1" 5'-4" 5'-4" 1.053 1.959 0.481 0.176 0.238 42" 4'-8" 4'-8" 4'-9" 22 6'-9" $'-0" 6'-0" 1.933 2.503 0.527 0.240 0.32$ D A B H ~,AB F T HT. ~ C.S. A.C. S OO rIN. HEI~IT~ H 12" 3'-0" 2'-O" 2'-O" 0.268 0.313 0.622 O.Q20 0.032 B. PIIDJECTED WATETt LElE C. CHANIML BOT1n61/SIDE N M LOOSE SOx THE OF siAPI.E SLOPE OR STAKE LENGTHS OREIITfR 1S an MAY 4$" 5'-4" 5'-4" 2 r" r n r" 5 8 8 -5 8 -8 8 -8 1.648 2.940 0.580 0.913 0.422 1b" 2'-3" 0.268 0.313 0.800 0.031 0.047 18" 2'-8" 0.285 0.313 0.878 0.044 0.065 8E NECESSARY TD PROPERLY ANCHOR 6" " L 54" 5' • 10" 5'-10" 5'-9" 28 8'- i l" 7'-2" 7'-2" 1.902 8.502 0.608 0.398 0.535 80" 8'•8" 8'-6" 6'-3" 30 7'-7" 7'-10" 7'-10" 2.272 4.113 0.658 0.489 0.860 EET 1 OF 1 E TI ~ sHEET 1 OF NYY 24" 3'.O" 0.268 0.313 0.835 0.078 0.115 8HEET f OF 1 EET 1 OF 1 30" 3'-0" 2'-0" 3'-6" 0.268 0.313 0.991 0.122 O. f 70 BFEET 1 OF 1 86" 7'-1" 7'-1" 8'-9" 32 8'-2" 8'-5" B'-5" 2.824 4.778 0.708 0.691 0.798 ¦ ¦ ¦ ~ Project No: 2864 ~ • • Drawn By: R. Calah~n Utili Trench Designed By: .R.~~~, ~ ~ ~ ~ ~ ~ ~ ~ ~ N.T.S. Checked By: D. Williams, Date: 5.31.07 m SOLID COVER SFIONN PERFORATED. PERFORATED AVAILABLE Z r~.~ IF SPECIFIED. r~+ H• Z STATE USE OF SYSTEM ON COVER Q N 0 ~ ~ (I.E.: SEWER, STORY DRAIN, ELECTRICAL) m ~a X11,1" 3'_g" ~r Revisions: ~o~~j ~NT~y 1 DEPRE33ION r 1 r. ~~1~n ~~~~j # 106-10-07 NCDWQ COMMENTS BMP DESIGN rQ~t~cn ;2" F+~t ~ Z~= D ~C~ TOP OF COVER O O y s O oo~sZ ~m„~Z~=D 11'~8n 1 " ~ r~ F~ l~Jdi"~Z y H ~ OOH= I-III-I I PIKE Dw , , ~,~~,~~~i III-III- NOS: #z oa.o2.o~ Nc~~w~s c.~„~,~ ?~~~m o ~cai~ m k"v~o~ .~'~~~m _ _ o ~ II G E E ~~~oo -III-III-I I ~ ~ B I I-III-I ( 1. PROV~D~ B~DDIr~ IN ~ccOR~,CE Wlni ( I_I I I_I I I_) 2 -~5 I -III-III- SPECIFICATIONS, 18 -24 10 2, SAIL IN OUTER BEDDING, HAUI~H, AND LOWER a A B ~ s ~p~LL ~~D ~ ~ ~ ~ 2oM -III-III=III - 18 / I I I I=III-I I 51D~ ZONE sw~LL B~ COMPnc~D TO AT ~7 c~no - L-- ao Z -III-I I (-III fENOUC~ ro nccon~oor,~ 11= I I-III-I I TM~ ~E CAMPACTION A5 THE MA.IORITY OF THE z o Y~" R. O ~ p 2 ~ ~ DO -III-III-I I ~f~"~~~'~'~'p~ I -III-III= ~~L IN rHe oveR~ILL ZONe. BOTTOM OF COVER SECTION G-G H ~~'4~p 1~'4~p F~ ~-III-III ~ 4~`•~,~~, ~ I I I I-III-I' I I III-1 I I- ~~a~ a~~ 40~ FOCR MO EC NFORNVITIO~CIATION 1" R- PLAN OF FRAME ~ 1'-7~~~ 1'-7~" CAST IRON N '-III-II I -III-III PLAN OF COVER N ~ W ao m ~ PLAN OF GRATING ~ ~ i l-III ; : ; x:.::::; .:::::.:::::::::::11 I I-III- z ~ z ~ PWI OF FRAME o r ~ ~ H ~ p~_g1~o CAST IRON ~ _ I _I I I_I - ~ II I1=1I1- Q ~ 1~-111~" Z V fA zV ==t~n n~'~ ~r1f ~ 2'-1Ll" 3 D ~ r x T ao -~mN 3zo, _III II II_I D ~~'1~~~~ ~ ~ ~ ~ Z Sheet Tide: Q W ~ ~ ~ 1n S~-5~~~ ,n 1„ 2~-3~N 1n ~ ~ HAUNC~IING~I RCP PIPE I'• II BEDDING AND HAUNCH v 0 C ~ ~ ~ O 1~g" •ln n n ~ a~ m o y~ y~ y~„ ~ ~ =III ° I I- , . ~~1P,rERV~L TO BE -Z-.~;~:::.:~~.:~0 3.~ ~ III-I cP,~co~rr i,n, ~ ui soi~ OUTER ~ ~ TYPES* Site Construction ~ ~ f I ~ ~ ~ ~2° 1~-4~" Z J J ° o Z SECTION H-H I ~ 3,.2,E ~ ~ ~ ~ ~ ~ = J ;III-III-III-III-I MIDD ~ B DDIN6 J S ? ~ ~ ~ ~ ~ ~ w Z Z -7-~ J H -III-III-III-I I ,_oosELY p~,c~D fwD Details ~ ~ \ , ~ ALTERNATE . - ` C7 m ~-r ~ ~ SECTION B-s W Z Z ~ ~ Q~" Q~" ,T T 2 d ~ `t ~ ~ I=III=III=I UNCOMPACTED BEDDING EXCEPT ~ 4~„ 2~_~~~~~ ~ ~ ~ ~ YINIMJM WEIGHTS - LBS. W~ O y 3'-1~$n N N Z~'~~4n N N W~ o~ m Q ~ ~ ~ IN TYPE 4 INSTALLATIONS* y_gy~~~ ~ ~ FRAME - 160 COVER - 120 3'_g" p'-g" 0 SECTION A-A ; ~ TOL4~ - 300 ~ ~ ~ / SPECIFICATION SECTION E-E SECTION F-F EET 1 OF 1 ~ ~ , ~ CLASS 30 IRON MEETING SET 1 OF SHEET 1 OF 1 EET 1 OF 1 ~E7 ~ pp ~ 840.54- T~'PE 640.5 640.54 840.16 840.16 Sheet No: unction Box Cover and Frame 6 Dro Inlet Frame and Grate • 3 N.T.S. N.T.S. 10 Storm Pi e Beddin N.T.S.