20041167 Ver 1_Site Plan_20041117

SfTE WORK NOTES
• 1, 1Hf CONTRAC'f~t SHALL VISTF THE SfiE AND BECOME FAMILIARIZm WITH EXISTiNG GONOIITONS ON AND'1MMEDIATELY AaIAC£NT TO THE SITE,
. CLEARING:.- R .SHALL REMOVE:ALL '!BEES AND VEGETATION WITFTIN LIMITS QF CONStRl1~TI0N UN~ES5 OTNE7~WP5E DESIGNATr71 Tq AEMNN. 2.5" Lp. r~~vls~oNs ratio ~pwE>
3.. GRU~ING PRI ~ STEEL PIP 0~ AND. STIT! NG. ,'CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS, 8 ~ waoo ~ gym. s~ OO°{e Description By
VECETAIION,:ITEBRIS, EXISTING SIRUCTURES.ABbVt AND BELOW GRADE, ORGANIC ' TOP OF BANK EMBANKMENT aG MATERtgI.OR: ~1NY; pTNER UNSUCfABLE i ~ ~ MATEIRN, WiDI N LIMB'S CONSTRUCTION. A El.. 43.0 P`~
4, Mi~KING: CONTRACTOR SHALL COORDINATE WRH OWNER AND THEIR GEDTECHTJICAL » ~ A REPRFSENTATNE TO COORaNATE REMOVAL OF ANY SOFT AREAS, » COUNTY FLOOD POOL EL 41.66 o~ M!N ~
~W I 5. DISPOSAL: CLD, GRUDBm, STRIPPED OR OTHER WASTE MATFITW. SHALL BE STATE FLOOD POOL EL 3
6,5 REMOVED FROM' SITE AND DISPOSED OF IN A PROPERLY PERMTTTm FACILITY. OR m , . FlLL AND C?ACTTON SF1DDIdT COMPLY WTiH GEOTECHNICAL REPORT. N MAL POOL ~ NORMAL POOL EL. 37,5 ~
" 7. THE CONTRACTOR. SNAU. NOTE TWIT THE-GRADING PLAN MAY NOT REPRESENT A BALANCm EL 37.5 T!;
EARfHWOf~ CONOIT1gN. THE CONTRACTON, SHALL BE RESPONSIBLE FOR CUT AND , » " 6 MI FILL gUANTIi~:AND COMPLETE IN5IALURON'TO 5PECIFtm GRADES. ~ 2 _ 3 2" _ 3•
8. 11iE CONIRAR SHALL FURNISFI SUffABIE BORROW MAIT]tUli. FROM AN OFF-SRE PROPERLY PI~MITTED FACILITY AS iTEQUIiRm, 1 FOREBAY 3 COARSE AGGRT COARSE AGGREGATE ~ry
MAIN POOL 9. THE CtMITRACTDR L5 RCiSPONSI~E FOR THE LOCATiDN AND PROTECTION OF ALL BOTTOM El,. 34.5
EXISTING Utll[TIES DURING CONSTRUCTION, BEFORE COMMENgNG ANY EXCAVATIONS GALV. tiAR GRATING - 1° x 1 8 ~BEARi FASTEN WITH 3 1 IN OR ALONG ROADWAYS OR RIGHT-OF-WA PUBLIC AREAS 0 I 1YPE J CLIPS. ATTACH TO 1-~ A x i-1 4 xt 4 o V V
EASEM YS, R N PRNATE ANGIf FRAME. MORTOR FRAME~TO TOP 0 ~ GIkVANIZEO ATTACH GALVANIZED WIRE 3 BOTTOM ENTS, 111E CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF 3 ~ CI.OIIL SMALL D "POND SLOPE TO BE SEEDED IN ACCORDANCE F.L. 30.3 THgR INTEM 1T) EXCAVATE, IN WRIRNG, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING. ~ FACE ~ GARY GRAVELLED m a~
iQ THE CONTRACTOR SHALL BE RESPONSIBLE TO COORAINATE pLSCONNECffON TOP OF BANK W°-~1 ORIFlCE 8 MESH A20 WIR TO SEEDING SPECIFICATIONS 1CfiICN ENTRANCE
iA:CONNE D / ELEV, 43.0 • 8:1 VEGITATED SHELF TO BE PLANTED CilOFT,AN JOR THE RELOCATION OF ALL ETfISTfNG UTILTDES WIiFI D POOL 41.88 WCfH WETLAND SPECIES I.E, COMMON THREE APPROPi~ATE: i!ERSONNEL. SS SQUARE, DUCKWEED PICKEREL WEED, PONDWEED, o~
ti 11, EXISRNG 5UTIiIB11NG PERFORMm EtY ARNOLD CARSON SURVEYING MID SUPPLIED BY THE OWNER. STATE FLOOD SEDGESa SMARTWEE~,WATERWEED dt WILD CELERY 12 THE CONTRACfiR S~.L FIELD VERIFY ALL DIMENSIONS AT THE 5ffE. FURTHERMORE POOL 38.5
THE CONTRACTOR SHALL REPORT ALL OL5'CREPANCIES OR QUESTiQNS TO THE ENGINEER 48" RCP
PRIOR TO INSTAI1ATi0N, f3. THE CONTRACTOR SHALL PROVIDE ANY AND ALL. LAYOUT REQUITED TO CONSTRUCT i RiaWL P00 37, A A ~h~~OlU~I. 2 ~T ~G MODEL CH-LTN-2001 - A ASPHALT PAVEMENT' ~ .
HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER, NV 37.5 , NTS 14, ALL F'VC UTK:ITY MAINS SFVJl BE INSTAU£D W(TII A MINIMUM OF 36" CQVER i~G, GR4 ELEV. VARIES
AT FINAL GRApE, 3 15, ALL SERVICE CONI~CTIONS SHAH BE INSTALLED TO MEET` ALL LOCA1. AND STATE CODES. • TEMPORARY ~
N METERS, TAPS; MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBIIJIY GRAVEL N PRE-CAST CONC.
of THE CONTRACTOR Arro SHALL caMPL.Y WITH ALL REQUIREMENTS, » » 16. ALL PAVEMENT', BASE ALAI STI~RADE SHALL CONFORM TO NCDOT STANDARDS INCLUDING FILTER NOIE& FLOW t. AS lPATAIEiIC IRE A Pf1NAD116 91ERf OF MNAII, Q Td PAINyfE IRFJIFA STABIll1Y TO TiTE rI~YlA1p11, FRNE MT111
woRKMANSHIP, MATERW.S ANO EQLAPMENT, APPRO1~ilATE Bw~iCADESa SlGals, ucHiS 30' MIN. OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDm IN ACCORDANCE WRH NCDOT BOTTOM 30.3 ,~I , ~ s • P ~`4• ~ ~ gl~n~~YAISI-ROM I~IRHPM 2d-Npi N~OOD 91NPS AAdNp 7HE Cp1:5f AF iNE OYEAFi.OM' ° I 1 ~ 11NT OOM011M UL111NADLET A11Y NIfA Al A IM~OiNN10f 1.6 FP A90VE 7FE CI~7P M.ET CAEST.
A TO MARJTAIN SAFE!`! AND TWO WAY TRAF'F~. ~ ~ FAIN'N! SIpIILD l!E SHFFICRf10.r 4 PINK TTTE llOtfOY lx NCNES OF TTE fiiBRC Vt A TtiENpi AHu PoeolR m A?+t;+ouaE nlwl~oE ar nIE TT3IPCRAI!!
11, ALL ARFAS SHAH BE GRADED FOR POSITNE DRAINAGE, THE CONTRACTOR SHALL REPORT ANY OISCREPMH,YES TO THE ENGINEER PRK)R TO INSTALLATION. ALL AREAS SHALL BE T.0.8. ~ 3000 PSI CONC. ~ ~ >1FD11Rlt POOL, RUIdAP MR' BE IRED H>R 9HOkT-T73g1 eAplFlll 111E T1itllC41 WgTi Ai 1EA51' ~ NidiES !>F CNt~9lIFT! SfdE I • ~ AT~PUaulals, rt wer LIE L ErERr eo L1AYS oR T4 NC11ES or Sot.
5 SLOPED TO DRAOI AWAY FROM BUILDMiGS AT ALL TINS, STABILIZE SLOPES A5 PER _ s~ PLAH t cur RT9RC PIIOY A camHllalnl atilt >n arRr,+iE ~aRns. r. ~ra1 rrewc se~aar Tn nIE sulas AN) wsr T!E gg P f0 P ppgg S fOR SfAIfQ. U1E ?at4-Aldl ~ }M ~vLAIAPPkD TQ 111E HExI' SRIOE.
18. CONCRETE STORM ARAINAGE PEE SHAH, ~ CLASS N WITH RUBBER GASNEIFD JOIN15 ._...I I ~ F NTS SEEDING SPECS • A At+D INSTALLED~~RI ACOORDiV~E WITH 1UWUFACNRER'S REQUIREMENTS, g O~ON ~ ~ZES A F ) ~ MEOIL YIIOI A MNMAI t01GIN OF FL 6 ~A11p1~DD.OpEFNOM TGROP M6TM1O ~RIkiOFf FAOM
19: USE WHITE IAT~ MARKING PAINT FOR AU: PAVEMENT' MARKINGS, ~ PAINT SHALL BE A CHLORINATED R?IBBEr; ALKYp, FS Ti-P-115, TYPE III, FACTORY MIXm, QUKxC DRYING, i- ~ ~~P ~dL,1,pp,~ ~ 1MM~OP ~ A11l~ ~G T1Ae R WY ~ f TO 81MID A T1]1+OibiRY
NON BLfTDING " REFl.ECTNE~ MATERWL MAY BE ADDm AT OWf~R'S OPRON FOR 30' MIN PLUG w APPR V ~I TEMPORARY 51LT oSSip CURS INLET DETAIL ,HE~>e~
NIGHf~REFtECTING. / 0 ED FILL MATERiA i -I ~ 1 FENCE (SEE DETAIL) 20. DUCTILE IRON SHALL. BE CLASS 50,
21. CONCRETE FOR-WALXS, CURBS M1O DRNES SHAL! HAVE A MINIMUM COMPRES5NE ~I . 2 siEENGtFt ~ ~oDD 1510 28 DAYS -ART ENTRAINm, FLOW
2z: FTEIO TESTNG-~iN.L BE DiNIE BY AN INDEPENDENT TESTING LABORArOR'Y PAd7 FoR Y ~
BY 1~ -0WNER FURTHER ':TESTING REQUIRm DUE TO A FAILED TEST WILL BE ~ VAR~4BLE R PND `FOR' BY'.THE CONTRACTOR. ~ ~ sPlu.waY y
Z3: SEE GEOTECHNICAL REPORT N0. , DATT~I , BY VARIfS g, TOE OF DITCH -FOR ADDCTtOhUV. REQUIREMENTS, a MIN.
CONSTRUCTKTN SEQUENCE o ~1 ~ J
T PA 1. ND CUT SttIPE OR FILL SLOPE SHALL EXCEED A RISE OR FAIT OF ONE FORT FOR ' EVERY'RLRI OF'3 FEET (1 VERTICAL TO 3 HORIZONTA!). METER TIO a ~ f~__
2. NO SmiMENT;WIII BE ALLD11!ED'TO EXIT THE SITE ALL EROSION SWILL BE CONiROLLED
INCLUDING SIDE SLOPES OL~ING AND AFTER COI+EiTRUCTION. 3. INSTALL PRIMARY EROSON CONTROL MEASURES BEFORE ~gNNING CON51RtK;110N INCL.UIXNG L J ~ \ A 1 O' UNDISTfJR8E0
BIJT NOT LlMTiFD TO GRAVEI~D C~TRUCTlON ENTRANCE, SILT FENCE, CHECK DAMS, ETC. MESTALL ALL 5fx'ANDARY ERT~K)N CONiROI. MEASURES AS SOON AS POS518LE AFTER BEGINNING ° SUMP CHANNEL 80TTOM
CONSiRUCTiDN, j QOiTOM
4, AIL ETtD~OFi CONTROL MEA~RES lO BE. fNSPECTm AFTER EACH RAIN. SILT FENCE AND INLET PROTECTKk1 A?tE TD BE CLEANm WHEN 0.5 FEET OF SEDIMENT HAVE V-•-WRIER MAIN CROSS SECTION
R E ACCUMULATED. IN FRONT OF THE DEVICE OR WHEN THEY LEAK OR FAA.. SEDIMEM TRAPS ARE ~j`~j ~ a~ BOTTOM d a.~Nm ouT As STATED at rvHEN HALF-FULL ~ ~ SPI ~ TOP OF BANK w
~ IF STAND D WATER SERVICE pE -.~I LLwAY APPUCAB CONSTRUCT PROPOSED R PO T DETAIL S• ~a.., ETENTION ND 0 ACT AS A SEDIMENT BASIN -ar . T y~,0 ~ 'iI.LWAYQ
DURING CONSTtiUCTION, REMOVE ACCUMIAATION OF'51LT A5 REQUIRED TO ALLOW PROPER S( y:1 I~ s FUNCTK)NING: ;REb`fORE POND TO DESIGN LEVELS AT THE IXIMPI.ETION OF CONSiRUC1TON. I I ~
8. IF APPUCABLL;»`DISTALL DROP INLETS WITH INLET PRGTECTK)N TO ACT AS SILT TRAPS SEE SRE PLAN FOR INVERT
DURING CONSiRGCTiON. REMOVE ACCUMULATED SILT A5 NEmm TO PREVENT SLT FROM ENTERING St(>T> DRAIN PIPING, . w
7, A 4 UIYELI Q~'TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED, 5:1 GRA55 SWALE B: AIL DISTURBED {AREAS WIG. BE STA~UZED WI11iIN f5 DAYS OF CEASE OF PHASE OF
dH1f NTS ACTMIY. TFiIS:RiCLUOES SLOPES, SNiALES, STOCKPILES. AND DT'HER UNSTABIUZm AREAS. 6' STONE SECTION A-A y
9. MNNTAIN ALL EROSK]H CONTROL MEASURES UNTIL PROJECT 15 COMPLETE 0. MORE STRINGENT MEASURES MAY BE REQUIRm TO HALT EROSION IF THOSE bN THIS _____M__-__ 4~.Q TEMPORARY SEDIMENT TRAP TABLE ~t
PLAN PROVE Tr? BE LESS EF'FECTTVE i, REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLEiTON OF CON5TRUCDON, „
All PEIBJANENT MEASURES SHALL BE WELL ESI'ABUSHm PRIOR lO PROJECT COMPlE1TON. 1X3 C $ P. ~ ORDAN~ NG DET 42,5 N~. ACRES REQ'D PROVIDED L W D
MAINTENAWCE REQUIREMENTS GRAD WATER MO 5 - OR UIV ~ w STAINLESS FFENERS 1,, opE 9 t.76 3168 4800 $0' 30'
1, ALL EROSK)N MID. SEDIMENT CONTRA. PRACTICES WILL BE CHECKm FOR STABIIRY AND SOX MGDONALD MO 6133T / S :1 S~ ~ 0 F S OPERATKTN FOLLOWING EVERY RUNOFF-PRODUGNG RAINFALL, BUf M NO CASE, LESS 1HAN ° ~ 2 1 J2 3056. 4800 80' 30° 2'
ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MNNTAIN ALL CORPORA D ST McD RICK 3 1.42 2556 4800 80' 30' 2'
PRACTICES A5 DESIGNED. MO 4 -2 BASE ~ SEE SfIE PLAN FOR INVERT 4 1.42 2556 4800 80' 30' 2'
ALL CONSTRL~TION w AIN s ON ~ ENTRANCES NRIL BE PERIOl1TCALI.Y TOP-ORE55E0 WtT11 AN ADDIRONAL 2 DONALD MODEL 6133T INCF~5 OF STONE TO MNNTAIN PROP UNDISTURBED TYPICAL /~11 EME~ ~ ER DEPTH. ANY SEDIMENT THAT L5 TRACKED IN TO G~Lf~7i7 SWALE EMERGENCY SPILLWAY DERAIL ~ 1.37 2466 4800 80' 30' 2' SEE PLAN 5FiFET FOR LOCAnON ~
THE STREEF WILL BE IMMEDIATELY REMOVED. EARTH ip ~ WATER M ~ NOTES:
SEDIMENT WILL BE REMOVm FROM THE SEDIMENT TRAP AND BLOCK AND GRAVEL INLET MAIN . : , , PROTECTION DEVICE WHEN STORAGE CAPACAY HAS BEEN APPROXIMATELY 50X Flllm. t. SlTf1M TRAP WILL BE CONSTRUCTED fiRST, ~ q ~
GRAVEL WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LON . GER .r''"•`'' " THREADED FiTTTNG TREATED DRAINS PROPERLY. ~ SUMP SECONDLY. 1 2, SEDIME]AI' TRAP HEIGHT TO BOTTOM OF SPILLWAY
FOR CONNECITON LANDSCAPE 4, SEDIMENT WiLL BE REMOVED FROM BEHiF~ TF~ SEDIMENT FT]LCE WHEN R BECOMES ABOUT CTS PE TUBING ~ TO CAMPRESSION TIMBER WILL 8E NO LESS TNAN 1WO Fll7. 3. SPILLWAY DEPTH SHALT. BE ONE FOOT, ~ _
6,5 FEET DEEP'AT 1NE FENCE, THE SEDIMENT FENCE WILL BE REPAIRm AS NECESSARY SDR 9 ASTM D~737 AROUND LINE ADAPTER SHALL BE B" AO MNNTAIN A BARRIER. SILT FENCE STAKES WILL BE SPACED B FEET APART UNLESS SIZ SPECIFlED ON PLAN McDONALD MODEL, 4. STONE f LD BE NO LESS THAN 6 INCHES
WIRE BACKING IS USED WITH 8 FOOT STAKE SPACING. OFTHE~ U~~ NE~tARLY FROM THE FACE 1'""°M F"""'I S, 18~ CF O~F~SEDIMFM ORAG~E. TOR A MINIMUM OF
NOTE: SERVICE SADDLES N PVC MAINS SJILLi. 13E WIDE 4604 OR APPROVED ~ S. THE SEDIMENT° BASIN WILL 8E CIEMJED Otfl' WNFN THE LEVEL OF SEDIMENT REACHES 2 FEET BAND BRASS B D - EQUVALENT. , BELOW THE 1nP OF THE RISER. GRAVEL WILL BE CLEIJJED OR REPLACED WHEN THE O SADDLE ~tCDONALD 3801 ~iw ~a TREATED LANDSCAPING
SEDIMENT POOL NO LONGER DRAINS PROPERLY. OR EQUIVALENT. Cad Ua Q M TIME " B. DEPTH OF SEDIMENT EJ SUMP WILL l3 CHECKED AFTER EACH DOUBLE STORM AND CLFANL~ A5 NECESSARY F(MIN. ONCE FACH B MONTHS}. 1" LINE-DOUBLE SERVICE METER 7. Rp~yAL p~ SEOIMt7~TT TRA1P WILL 8E DONE IN SUCH A WAY
NOTE: NO JOINT SMALL E BETWEEN MNN SERVICE C.i. BOX U ~ o ER 6. ALL S®m AREAS WILL BE FERTILIZED, RESEmEO AS NECESSARY, AND MULCHED ACCORDING TO SPEGIFICATIDN5 IN THE VEGETATNE PLAN TO MAIMAiN A VIGOROUS, DENSE TAP AND METER OP. & COVER zM a BOX AS TO t]MCt SiLTAi[ON, s
VEGETATIVE:COVER. ~ ~ ~
U~ : - ~Z ~ C! Ua dt Y o- W ~ C.i, eox ~ COMBINATION ~.at9 ~ a & COVER WATER ~°15QQ1 T ~oRa DIM T T P ~ ~ IL MAIN ~
. ~ ~ MAX. 45 MAX 45 sWEEp ~ ~ ~ LONG s~vEEP ~5' MCDONALD U ~MCDEL COUNTY ~ » •~-L
SWEEP 3795-22 W//STAINLESS Q'D TO REACH STEEL S1IFFENERS STANDARD 4 -0 p
,lE~, BENDS AS REQ D n , c AS REQ D TO REACH .Ili, rty" (groin} 1xc w OPTIMUM DEPTH 1M DEPTH MCDONALD MDDEL613 W~ C B" 3~-0" 6" ' M„ ~
Anrnanl Naprdvta (Koba in ~ Plaam4~t and- Pw~, NIPPLE PER COUNTY o Kaman in Main 50 ~r~~LUD USE 3000 SI CONCRETE ~
MAIN ANGLE REQUIREMENTS A~».""P'°`~0 »m»» a~a»» of r a »»e m °""»a VARIABLE SLOPE as' ~
AS REQ D $EiBTM'Ki qA ~ NIPPLE PER .COUNTY 1.596 MiNiMUM 1" LINE-SINGLE SERVICE _ ~ t
~ M, REQUIREMENTS COMBINATION Mo»~Ian, - A6»W TTSOA ft Pub. I5-Mq 1s MAiN , WATER SINGLE _ ' ' ~ _ ~ 0
BMo< ~ ~ i-~Y ~ ~ NOTE: MINIMUM 3 FEET OF COVER MOTE: MINIMUM 3 FEET pF COVER ~''~'aa"~i'=,~a.1a SHALL BE MAINTAINED UNLESS SHALL BE MAINTAINED UNLESS MAIN ''n°o~o~'•°c^•~a•n• o,o••p~~!•;'~+•~•;a ~ >w
• ~ DUCTILE IRON PIP£ IS USED, DUCTILE IRON PIPE fS USED, METER BOX - , 4. ~ .n a ~ a. , _ M__ vl I_ II _ ~~U
90~. AtrfENDM~Nt$ ioaar ~ or .aw r»»u° wr 2,444 ~/aen 4r~e aOAcW- ° , ~ I
DmMtah and'7Bb ib/ae»a ~a-~a~o ~ ~ , OP'110NA1. CONNECTIQNS 3" M1N. COMPACTED STONE ~ ~
- ° MULCFI i //~~pp~~~~i~~ C4NC~ETE FLUME ~ ~ ~
APPLY 4:040 t8 ACNE,STRAN: ANCNgt 81RA1Y 9'Y TADxINa wTni ASPHALT 4if V'M7~71~ OETNL NTS aw A M4Ia~ Al~glpRwq fioL A Cqx ~ ~ 5LT MTAn1.Y STPoVOIft .MI><IURE NT5 r~r5 ~ ~ o `j~
uam AS A MJUwI AMiwIANq TUIx.
, ~ ItiNN11rT~IANCE ~ PENSr00tA awwat~ 54
R»t»t1~ H Y nd R»»»»d nhrtwis» - Cpaldl BERMw 0 W ~ W
nMdbl»y foOano»fai a~aUtatda»"w»• ~ and m»ich im aF1lIWi ~ 50 GRASS RFRM ~ ~ Q ~ w
SEEaNO NOES R W R W ~~~f~ S~i~IER ~RA'S~IG DETAIL ~ y ~ ~ ~ ~ ' ~ kt0 C9~ f3~ a
1. wNERE A NPAT APPFApaR;E S BESwwU, OIR SgwEflL 2, LSE Cal11DN BFRU4f1i1ASS ONY ON SDINED SAES wMAE R' GY114i 8E- f~oRE Crn~R ~ ~
COIF APEST, BFAIa1k~4S ILR 8E REPLACED wAN 5 R/xn COtIFfAp,4;4s5, .I I
tNH,6NIET ~D ~ Va WTHE-PEW4NT 1!D YOlNITM15, N SMALL-StEA111ED SANY1~ WY dE N~PoL t -JULY 1a
SUBSIAInLa AT A t4HE of as I~„~E ~ I I a e
~ ~g SQIt, 10x70 SITE TRIANGLE (TYP.)
MxwnA~s - MAr 1~-AUS. 15 APPLY Lwc Aiwl FER41.i~t ALT:pld16 TO Sql TESTS, 4R APPLY 3,000 p/an A A ~ .y
Pu ~ ~ 1~u4. ~s sxoui4 Ac~cu.TaAE wFSmNE Awtrvu ca4 a/«n ~a-~o-14 , CRASS r~
° / Aim I R= 25 MIN. R= 25 MIN. o a378 ~o/Fe crs
r...».,.. TOIIDM ~ a sa, TESTS 4R APPLY 8ana Le/AfEIE aR4uwD AOltldw.- NTS TilRV. L~ ATb 754 U)/l~f1E 14-10-14 FFRIA12fll. ArPIx ~,ao4 I~ 4I~ sraulaa Ea~nw.alr a~I nr Axonax su4aE m L:ST. 3a LRS , ~ ~f / l ' ~
NTAI AA MAO! ANp10A114 TDOI. A 09tMiIM $ SET 1~1NI.Y SIRAESIfSE ' 4,~. 0.
A'""''" ""~1°NC 100E EDGE OF PAVEMENT EDGE OF PAVEMENT APPLY 1,DaD Adw::SAW1. ANOHOR STRAW 9A TACxD141AN A9PlYr,T, ~?~q, - r,~
OR A IMA;pI M~pb10 TOOL A DSK MAH BLADES SET NEARLY $IAIXAn CAN BE USED A5 A MAdI ANCIpPINO TOOL ~~e , ca
o R - F-wa RE1Ml11r?f THE TalLawwlo Ate. wnI 5o a xmaalx REPEAT AB a EDGE OF PAVEMENT EDGE OF PAVEMENT ~,,II,Iiin,r,, 2'-B• CuRla AND GutT~t GENETTN. NOTES: h'~ `~p~`
YA~NANCE ~ Mtt DE Mwwa! OiA.Y aM:r A YP~ A NEAT APP2AJIAxcE ~ 6 SHOULDER tl 8 SHOULDER m REPERAIwE F aRarAt s Noi ruLY , AMT sERICEL A!D MDW AB CPTEN AS NF3oEd. 1 / FT 5 OPE 1 /2" FT LO A wlaTTi AND of PROPOSED trorxxTET~ , ETC. sww. ~ t `*~~~VC. /,,!.,l
M!'wNYE1Y P4pAN11a4 FNd610N,an oINFA aAOwMOC"°~' RFATA,[4E AW MULCH M- - AS SHOWN oR As DO7ECTTiMD ar THE tDWp~, ~ ` .ICr r IA~~iI REEIFORI~NG t~IftS ARE TO 8E ASi1f Aetli, GRADE Q0. SEAL
~A~»L-WAITER °..D a- • a-D» SLOE 3:9 SLOPE
GRAS~NG DETAIL 1 4" FT » THE f~LLAWINO SFWl. TAE IXfNSiRU01ED IN A6~DANCE WRN N.C. _ ~ o - RQIDMY SPEdFIG1T10NS, CONCRETE tXIR9 AND 611TTER- SECT lTAB, 17374
FA~I„ LNG DETAIL trIIXTINiE i 4 FT SEmMrG t~11i11RE z » l:OTM.AETE FLIAIE COVpt (iD BE CQ'd5iRUCfED UNDER SEIEMGLK r Y ,y\~` A:-o' gy,Y' T'-o' sPEC~uTO?as) 5E0T BAS, CONCRETE PAVED OITIYI- sEOT BSQ. B F~ . . ~~/~`~i0 . ~1G I N~w:~
,Il~ii.l~ 111#Ei Oi Tw4 aR » • ~ I
) 200 ~`{B~In) ATE ~ xs 8 ABC 51'ONE BASE . ,
1-t/2• NCDG? 5F' O.SA O IG - F-W S~INNi P~OPOSED S1~Nr0 N01ES ~ WATER MAIN SE PROPOSED s• aPFHRrc a ~ IrrinnT
MWNTARlS - AUD. is-4oc.15 Au'"ousr - D~ i » D AIL 'A' SAN. SEWER 24 a , OfNSTAL PLAx and PIEAMONT - RUG, is-4e:4 sn 8 SHOULDER 0 ~B~C15 t FLUME
8 SHOULDER SOIt° N~5 ~ ~ ~ 1~ 1 ~ » » 2 / SL PE O 1 2 FT LOPE a~-o• a~ - ' DATE 07-27--04 ' M..~ DESIGN CDC
Shc. Alli115 APPI.r IwE AND m sa TESTS, oR APnar p/n,n E 3000 PSI CONCRETE ~T OREATLOt OF 1.5' DR O.5` 2'-D• O,ti887/I T ~ + DN TOR OUTLET DTICH 1
Pait4IY ~ ~ 1HE Lawn RATE ON sNiDT~ . TL4IB.QR APPLY 2,aa4 t8/AOgE gtOINAI AORICIA1tIRA4 AOO oon 1 10-1q~ UIIESI4NE AIa1 t,GDO LB/Aa~ Sato-1o ~aAl~, .YY I~,, 3:1 GRASSED SWALE 1 4" FT 1 4" FT 3:1 GRASSED SWALE / ~I sLnPE I Mw, aaa~ FTIFr DRAWN CDC~~1K

1 M'UrVIM'1 LMC~H r ;;tl'~~wuc~ UIIWi 7-1
APPLY 4AD0 ~(tlar CRhN $IWM Q E~INGMl71f COYtR OF ItlUllk~t 51M{ASLdE 4 FAULAM APPLY 4000 t8 AqD 51lMA ANf81Aq 57RAM BY TA451N6 MIIN,ASPlNLT, METIMIC` NKpL SIRIN BY LId01D 1fIN ASPIWt, Ad1tiC OR IMifNID OR fff CNIEi- • OR A AS a~ A!~pKIN11O tap A dsK wnH OLA0k5 5LT NfNtlY Std cAe EM N6 NDii A IAACK ANdIDAND tOp A A6K wnH NAAES StT K9VDY STWXW ca I 11 B ABC STONE BASE AS A w AEMSIDANO roa usm As A aMAgl AvcraANO toa *A* 1-1 jr NCDOT 5F 8.5A ASPHA V OPDWA , SEE PRONSkRIS FOR PAYMMIT + CONCRM -1.04 CU. YARDS
usm LT
DEW L " ` 111NMENANC~ rtrs SUM A-A C 2
MAD" SCE a~ aq fmnNAottly. Yapdnw tAlfi d0 k/are 20' RIBBON ASPHALT SEC11ON FkRIkIA,E ACCMM m SSA, WS Ot APPLY 10 am MnWM N 0AWN' CROSS-SECTION March. R K h to ab~M ~nperary cawr QR F~MRY ~0 6 N S ND 10 E N bf ~
~q byaM KUA716F1C nW A 11-1-d - JurN 7~ SO bean IW maA and Caadal Pl j 10-~4.4 CR SAIIN~ OW or KO °0" i a lah ar mrty March. MWMI MIFAAER AS TM NOAPASES SANDAND ?A65FS TO DOOM p~ J! k P 31~! SHEET 2 OF 2
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8~1/•~11111111 II~I~II~+I+I~YS~ Il~+w~ SEEQ& CONCREM, FLUME DETAIL. OCT 2 20001012 I~IJ
I

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14 Na DAI~lAS MARRlS REAL. ESTI REAL, ESTATE REVlSlONS EXIST SSMH ~ a 30' MINIMU PUBLIC
~ 5o TEMPa „ 55~ - :~f`BtURE DEVELOPMENT 18 LOPMENT RIM 44.97 i-40 ~ n,
m CONSTRUCTIO 12t ~g ~ ~ .3 ~ ~ 24 ~ 5604 'S'r'.~p`lE o 3 ~ INV. 37.55 1 DRAINAGE SEMENT ,,..~r~?''~ Date Description By
• it ENTRANCE „ s5 ~ a ~ a • 30 F.E.S. I .40.4 55z• 7 of E ~ INIMUM U UC _ • •
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„ ~ 12 rx 5 w i x 5x24. E.D. {NIMU PUBLIC 11 „ 2 26 25 26 ~ ~ , ,yam
~ I D I GE EME 10 / E%ISt, '1 s~ s „ vii 10'x70' SIGHT ~ q.5 - ' ,.,.4 .8
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_ _ " .35- p ° I 4. 42 41 38 ~ or INV. 3 .86 ~ S X1Q`F N ¢ I V. 5. 43 :~i p RIM 4 X1Q`F 5MH B-$ STR ~ 28'
" - - - 12 55 N 7 4 ti r~ 3 36 ~ -.w_ -..~,,,w. -.r-' r p •~t 35 34 w INV. 3 RIM 4 .41 - ~ S1±CTION EXI SSMH EXi_ST~1 " BAYSHORE DRIVE INV. 3 .17 RIM 46.13 ~ _ __.'~'~`~.iNE
° EXIST SSMH . 45 Z o , ~ ~ , ~ 33
EXISTING PUTNAM i ° ' ~ a 46 o h ,BRIM ,68 47 , ~ 32 32 30fNV. 44512
DRIVE 2 B--B s ~ 55 z.o a ~ INV. 3 .1 48 , ~1 , o IST.36 RCP EXIST SSMH ° ° a ~ ~ 49 fit,. , STREET .ECTION ' . ~ .38.62 RIM 44.44 0 3;t s . , o + ~ 5D° TEMP RARY GRAY L UICI~l1 I IVIA~
~ ~ INV. 7 50 N4416 3„W ~ I ~ CONSTRU ON ENTRA CE Nrr~
EXIST.36 CP • SMH tr ~ 1 ~ INV. 38. RIM 44. ~ w 52 '.fin " 1s1.t N54'44 04 W . • • , . ~ ~ ~ ~ EXIST. 12" WATER MAIN
INV, 34,57 ~ TST N0.3 ~ 5.05 N44'1 'o~° XIST S H d „ •r"'"'~ 40 Ml IMUM PUBLIC 68fi fi15, 3' ' ' - . ~ o SERIAL No. 95.08730
> 53 0 F.E.S. INV. 40. ~ , ' , E.D. 56 ~ ~ „ WA1~.~,.t--"'' t.32 DRAINA E EASEMENT M E . ~ 10x15 x18 E , 3, 5 74 , . 0, 4 SYSTEM f.D, No:04.65.229 M,~~0,91,ti~bN~
r „ r?a N59 43 0 MINIMUM PU UG ~ 0, CDaT Ci CDOT CONC. FLUME 30' MINIMUM PUBLIC
~ ~ ~ MINIMUM PUBUC OftAINAGE EASEM NT 5 8'W ~ a. C? ~ w~10x10 w/10'x10'x18" E.D. (TYP} DRAINAGE EASEMENT
z 4.58' DRAINAGE EASEMENT ~ sa Na2 49 SEE DET (SEE DETAIL)
H.284. 8' ~ ~ TSl".Np,1 / 40' MINIMUM P~ MINIMUM PUBLIC
R=1185 00 / Q \ I DR,,:NAGS EA5EI ~;",!NAGE EASEMENT
30' MINIMUM PUBLIC 3 ~r TST N0.5 „ ~ D NAGE EASEMENT ~ 24 F.E.S. INV. 39. -UMITS OF DISTURBANCE
w 1gx15x1$ E,D, ~ , DI"~-` 1
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EXIST SMH ~ F , ~ ~ x, ~ s, . futlTS OF DISTURBA~E ~ ~ . ~
RIM 4 .97 I ~ ~ / / ~ a~rsarrosar
INV. 3 .04 0 `x ~ i I~, ul~noa~lrn~-aN~a ~ rn
~ 1 '1 PROPOSED POND r~ ~aaz ~ ~ noN ~ ~r/~.'~~
~ ! DALLAS S REAL ESTATE .I ~ ~'1 P \ f.P.6 38.5 0 ~ F+~1
w t n I FUIU DEVEL4PIVIENT T, BITCH • ~ ~ ~ r .F ~ N.P: = 37.5 ~ ~ ~ «
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~ ~ ~ 0.14 AC.t o V.42.5
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I e~ r N ~ N ~ ~ . ~ . , ` OUTLET STRUCTURE {SEE DETAIL) ~ ' «
~ ~ / N N I N s ~ N •~x.~, F.E.S. INV. 6.5- / ,~4, y ~ s~ w O'x25'x E.D. ~ ~
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U t ~ u~ ~ ~ ~ r NEW HANOVER G~UN'TY /''G ~
• -r`~ ~ OGDEN PARK SITE ~2° ~
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1 1. ALL ROOF DRAINAGE TO BE DIRECTED TO THE POND. ~ 6 ~ ~ till C7' 4) a . r, ~ t2s ` 2. ALL ROADS ARE TO BE BUILT TO NCDOT STANDARDS ~ ~
I EXIS D11"GFi~ . 'S2 AND RECORDED AS PUBi:IC. ~ ZJ ~ "
~ 3. THERE SHALL BE NO ENCUMBERANCES WITHIN THE H ~ ~
-i t.,,.. ~ ~ G ~ P a~ ~l ` NCDOT PUBLIC RIGHT OF WAY. ~ 0~ 0 ~ N
~ CP ~ 1 ~ & L X100 R W ~ o / l .r ~ ~ ~ p~~ tis~s ~ ~ 4. USE OF ONLY NCDOT APPROVED MATERIALS. ~ Rf ~
~ G ~ ~ 1 4r $ s~,~ 5. ALL DRAINAGE SWALES TO SE LOCATED IN A PUBLIC ~ rl""' ~ ~N~ DRAINAGE EASEMENT.
6. LaTS TO BE GRADED TO DRAIN TO THE REAR.
~ ~ ~
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~ ~NT~ N - - -3~- -w - - EXISTING CONTOUR ' ' DATE 07-27-04
NEW HANOVER COUNTY 5~.~ EXISTING SPOT ELEVATION .DESIGN PGT
OGDEN PARK SIZE
, PROPOSED SPOT ELEVATION DRAWN JK
~ 7a~ ® TEMPORARY .SEDIMENT TRAP
rynnrr r,~ r
`+4V
i *TT ~r *~~1T * °am ENERGY DISSIPATOR
STORMWATER RUNOFF DIRECTION
SCALE 1"=100' LIMITS OF DISTURBANCE'
SHEET 1 OF 2
X X TEMPORARY SILT FENCE 01012
iffy 1
OCT 2 6 200

SITE WORK NOTES 1. THE CONTRACTOR SMALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXIS?iNG
CONDITIONS 80TH ON AND IMMEDIATELY ADJACENT TO THE SITE. R~VISION~
2. CLEARING; CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMfTS " OF CONSTRUCTION UNLESS OTHERWISE DE5IGNATEp TO REMAIN. 2,5 I.D. ~p9 ~ 2x4 MOOD IxAME ` o.
3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS, STEEL PIPE 6' f~ VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC TOP OF BANK EMBANKMENT ~ G wooD oR 5TAKE ~ Date Description By FADRtC . , _ _
MAR TE IAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION, EL, 42,0 Q`~ b ~
4, MUCKING: CONTRACTOR SHALL COORDINATE WITN OWNER AND THEIR GEOTECHNICAL A e REPRESENTATNE TO COORDINATE REMOVAL OF ANY SOFT AREAS, L____4$" ~ A C ~l ~~t ~
R w I 5. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERW, SHALL BE STATE FLOOD POOL EL, 39,5 RUNOFF' MATER ~
REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY. NORMAL P 0 ~ - 6. FILL AND COMpAC110N SMOULD COMPLY WITH GEOTECHNICAL REPORT. , 0 L ~ NORMAL POOL EL, 37,5 J w/SEDIAA?1T-- G
1. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED EL' 3~'S EI 6 MR o000 ~ ~ 6 MI ~ ~ A°~ ..~RATE~
EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND I, . 1L____ FlLL QUAN1T11ES AND COMPLETE INSTALLATION TO SPECIFlED GRADES. 1 6 2" - 3' EAAIED FAEIAC SNRT 2~ - AS D6iFa,'IED ON EMOAkFA
THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF-SITE p~~~ FOREBAY 3 COARSE AG6 CGARSE AGGREGATE
PROPERLY PERMITTED FACILITY A5 REQUIRED. '~.T'"¦ 1 MAIN POOL 9. THE CONTRACTOR 15 RESPONSIBLE FOR THE LOCA710N AND PROTECTION OF ALL BOTTOM EL. 34,5 1 o _
3 EXISTING UTILITIES DURING CONSTRUCTION, BEFORE COMMENCING ANY EXCAVATK)NS GALV. 8AR GRAZING - i" x t/8""BEARING GARS, FASTEN WITH IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PU9UC AREAS OR IN PRNAiE TYPE J CUPS, ATTACH TD 1-t/4 x i-1/4" xt 4" GALVANIZED 3 BOTTOM m V U_
ANGLE FRAM, MORTOR FRAME TD TOP OF OU ATTACH GALVANIZED WIRE EASEMENTS, THE CONTRACTDR.SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF 3 AND FACE51bRFUCTURE CLATH O R SMALL DIAM 'POND SLOPE TO BE SEEDED IN ACCORDANCE EL. 32,5 ?RARY GRAVELLED
THEIR INTENT r0 EXCAVATE, IN WRITING, NOT .LESS TMAN 10 DAYS PRIOR TO EXGIVATING. TOP OF BANK 1 ~R' ORIFICE 8 MESH .020 WIRE TO SEEDING SPECIFICATIONS 10. THE CONTRACTOR SMALL BE RESPONSIBLE TO COORDINATE DISCONNECTION ~ ~ a . ION ENTRANCE
/ ELEV, 42.0 fi.1 VEGITATED SHELF TO BE PLANTED -ems- Rt:CONN£CTION AND/OR 1HE RELOCATION OF ALL EXISTING UTILTDE5 WITH WITH WETLAND SPECIES 1.E. COMMON THREE NTS APPROPRIATE PERSONNEL. SQUARE, DUCKWEED, PICKEREL WEED, PONDWEED, Y STEEL STAKE
11. EXlS1iNG SURVEYING PERFORMEp BY ARNOLp CARSON SURVEYING AND SUPPLIED BY THE OWNER. STATE FLOOD SEDGES, SMARTWEED,WATERWEED Bt WILD CELERY ~w Q p~QP _ mN •/pU.~ 9J~C FA91AC SiWtf~-
t2. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE POOL 38.5 THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO rME ENGINEER 49" RCPT Z ^
PRIOR TO INSTALLAT1DN. I _ 13. THE CONTRACTOR SHAH PROVIDE ANY AND AU. LAYOUT REQUIRED TO CONSTRUCT INV. 37.5 Mr. 37 RMAL POOL 37. NTS A APP~R N0, 2•~ ~ ~U5G 6A~EL CN-8N-2001 - ~ - Y- ~EQUAL ASPHALT PAVEMENT ~
HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER, , GRO ~ •
14. ALL PVC UTIL11Y'MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36" COVER NV, 37, Q AT FINAL. GRADE, 3 W n IEV, VARIES E~.---.. ~ ~ _ . ~
15. Ail SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES. TEMPORARY METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSI6TLITY GRAVEL w " ' N PRE-CAST CONC.-
Of THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS, ' FILTER - tgTF&
16, ALL PAVEMENT, BASE AND SUBGRADE SHALL CONFORM TO NCDDT STANDARDS INCLUDING ~`-4"'~"'~ WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGMTS FLOW w ~ i. AS SYNTItETIC TT1816C, 119E A PETTYIOIIB SitEEi OF NYWN, S TO P110YOnE NEkDFA STABARY TO THE 9FSTAWTIDN, fRNA: W1DI 4. qT E1Nf1ETE YARN-EJDN~ SIAENGIH 2~4•dldi MDOD STPoP5 AAOIRIO 'll$ CREST OF 1HE WERFt041 8D 1NOM:I~MI,}}-TINT CgTTAN151A,TR4TO1F7 q1Y AREA AT A iN1lg11JY Of 1.5 FT ABDYE THE DROP NN.ET CREST.
BOTTOM 32,5 SEE PEAN DR QTHER .TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WiTH NCDOT A SEE PLM! s IYD lT.`k`AM1C 91101RD 6E 9UFFICNMTI,Y Q PIACE THE 8OT1DM 12 9FCFl5 OF THE fABPoC N A TRENCH AND PDROIA iD PNDYpE ATA'AIN1E DINIM4E 4f ilE 10i0MR1' (NCM,Itl THE 11tENCF1 MRH AT LEIST 4 M21E5 OF CRIL~D STONE
TO MAINTAIN SAFETY ANO TW0 WAY TRAFFIC. 17. ALL AREAS SHALL BE GRADED FOR PO5ITNE DRAINAGE, THE CONTRACTOR SHALL REPORT 3000 PSI CONC. ~ ~ ~ lEt~ DR 12 M~IfS OF COMPACTe1T SOA. ' ~ no ATMUG' TATN6. rr #RIBT EE R~uaD EM9TY TAT 4AY5.
ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SMALL BE ~ F SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TiMES. piptr _ ~ 2, CUT FA9R1C FRDM A CONIIRIOUS II011 TD TIMNTE JOt11S. 7. FASTEN FABRA; SEfxA1E1.Y TO THE STAKES'AND FRAME, JDNI15 ANSI 8E
18. CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS IiI WITH RU88ER GASKETED JOINTS ~ R p p A FCR STAKES, 116E Jre4-RICCtT MOOD(pjOR kTAAYNENT OA]IIAPPEU TO THE 1#Kf SGV(E. A F ~ ~N dt SIZ~S METH. MIDF A NMMM tANOTH DF' 3 FT. ~ E4EYA1q ~A01~M151'APE FTC AROP~M,E.'T~ FRp1'
A F AND INSTALLED IN ACCORDANCE WITH MANUFACTURER S REQUIREMENTS, 1.5. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS, PAINT SHALL BE A , ~~yy3 4. SPACE 9TMfE4 dETA.Y IWOIN6! Tip FEAA~7ER OF TIIE 6iE1' TIC MET. If INY BE AIRY 10 811kD A T>YPOPARI' ,Xk1Li.9Q~~ A WIINIUY OF 9 FT APART AW SEfAIAE.Y DRNE THEM MTO 06fE ON TFE DOYAnTAPE S61E 4F THE STIfUGRMIE.
N ai ~P CHLORINATED RUBBER ALKYD, F5 TT-P-•115, TYPE 111, FACTORY. MIXED, 4UICK DRYING, r aiss,~P~roR TI1E OROIRq, APPRON6M,EtY 16 61p~4 DF£P.
NQN BLEEDING.. REFLECTNE MATERIAL. MAY BE ADDED AT OWNER'S OPTK)N FOR NIGHT REF1ECTiNG, CURB INLET DETAIL i ~ N
20. DUCTILE IRON 'SHALL. BE CLASS 50. 21. CONCRETE FOR WALKS, CURBS AND DRNES SHALL-HAVE A MINIMUM COMPRESSIVE HIS
STRENGTH OF 3Q00 PSI ~ 28 DAYS -AIR ENTRAINED.
22. FELD. TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR w VARIABLL: R BY 1HE OWNER. FURTHER TESTING REQUIRED pUE TO A FAILED TEST WILL BE ~ ~
PAID FOR BY THE CONTRACTOR. ~ a 23. SEE GEOTECMNICAL REPDRfi N0. _ ,DATED BY _ yARI~ 5'
FOR ADDITIONAL REQUIREMENTS. ~fi4 .MIN. o
CONSTRUCTION SEQUENCE a ~o ~ T PHAL PAVEM 1. NO CUT SLOPE OR F1LL SLOPE SNAIL EXCEED A RISE OR FALL OF ONE FOOT FOR ~o
EVERY RUN OF 3 FEEL (1 VERTICAL TO 3 HORIZONTAL), METER ~ O
2, NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE,' AIL EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION.
3. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING e 13UT NOT LIMITED TO GRAVELED CONSTRUCTION-ENTRANCE, SILT FENCE, CHECK DAMS, ETC. ,o~
It~TALL ALL SECONDARY ER051DN CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING e
CONSTRUCTION. 4. AU. EROSION CONTROL MEASURES TD BE INSPECTED AFTER EADH RAIN. U
SILT FENCE AND INLET PROTEC110N ARE TO BE CLEANED WHEN 0.5 FEET OF SEDIMENT HAVE TER MAIN SEED IN ACGORTU,NCE X2,5 ACCUMULATED IN FRONT DF TH£ DEVICE OR WHEN THEY LEAK OR FAIL: SEDIMENT TRAPS ARE CORPOR11T1ON ~ WITH GRAS5ING DETAIL BOTTOM 0 42.0 42.5 TOP OF BANK
G~eo our as STATED oR w~EN HALF Futt. © ~~//~~//~~11 SPILLWAY BOTTOM 0
5. IF APPLICABLE C N WATER SGR~lVE QE -II 0 STRUCT PROPOSED RETENT1pN POND TO ACT AS A SEDIMENT BASIN S'7 5~,0 ~ DURING CONSTRUCTION, REMOVE ACCUMULATION OF S_iLT AS REQUIRED TO ALLOW PROPER _ s(O,p g..1 - lyl„ IL- ~ SPILLWAY
FUNCTK)NING. RESTORE POND TA DESIGN LEVELS, AT THE COMPLETION OF CONSTRUCTION, I ~ II-~'r•'I ~
6. IF APPLICABLE, INSTALL DROP INLETS.WTfH INLET PROTECTION TO ACT AS SILT TRAPS - SEE SQE PLAN FOR INVERT DURING CDNSTRUC110N. REMOVE ACCUMULATEp SILT AS NEEDED TO PREVENT SILT FROM
ENTERING STORM DRAIN PIPING. 7. A 4 LAYER OF TOPSOIL SHAU. BE APPLIED TO ALL NEW AREAS TO BE GRASSED. 5:1 GRASS SWALE
8, •ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 15 DAYS OF CEASE OF 9NY PHASE OF ~
ACTIVITY, THIS INCLUDES SLOPES; SWALES, STOCKPILES AND OTHER UNSTABILiZED AREAS. 9. MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PROJECT IS COMPLETE: fi'
0. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON TH15 PLAN PROVE rO BE LESS EFFECTNE. 42.0
1, REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLEIDN OF CONSTRUCTION. - - 42.5 ~ I~~
SE~p ,I,1~•A000RDANCE ALT. PERMANENT MEASURES SHALL B£ WELL ESTABLISHED PRIOR TO PROJECT COMPLETION. wIl''rni 51NG DETAIL
MNNTENANCE REQUIREMENTS ~ ~ 3 OQE ~_~r--r--m-
t. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND ; 1 ~ ~1 S~ s I CAF .III-~ OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL, BUT IN NO CASE, LESS THAN -III m
ONCE EVERY WEEK, ANY NEEDED REPAIRS WILL BE-MADE IMMEDGTELY TO MAINTAIN ALL. _ - I-'° SEE SITE PLAN FOR INVERT PRACTICES AS bESIGNED. 0 RI HT OF WAY „
2. ALL CON51RUC1ION. ENTRANCES WILL BE P R Y - 6' SHOULDER ~ ° 'A~ E K)DICALL TOP DRESSED WTTH AN ADDmONAL 2 " 6 SHOULDER TYPICAL G EME
INCHES OF 4 STONE TO MAINTAIN PROPER D PTH ANY I ~11'k7~7 SWALE ~ E s~D MENT THAT Is TRACKEn IN Ta 1 / FT S OPE 1 /2 FT LO THE STREET WILL BE IMMEDIATELY REMOVED. EMERGENCY SPILLWAY DETAIL
~ i"~ N~ 3, SEDIMENT WILL BE R£MDV£O FROM TH£ SEDIMENT. TRAP AND BLOCK AND GRAVEL INLET '-o '-a" '-O" N
PROTECTION DEVICE WHEN STORAGE CAPACITY_HA5-BEEN APPROXIMATELY 50% FlLLED. 3:1 SLOPE S:1 SLOPE GRAVEL WILL 8E CLEANED OR REPIAGED WHEN THE SEDIMENT POOL NO LONGER " "
DRAINS PROPERLY, 1 /4 FT 1 4 FT
4. SEDIMENT WILL'BE REMOVED FROM Bt'f{iND FNt S~LMENT FENDS WHEN' TT BECOMES ABOUT e . D.5 FEET oEEP AT THE FENCE1HE SEDIMENT FEIN wLLL BE REL'A1RE0 A5 NECESSARY ~ ~ •
TO MAINTAIN A BARRIER. SILT FENDS STAKES wLLL BE sPACEO s T-£Er APART uNL£ss " ~ ~ ` ° " ~ ' I A WiRE BACKING TS USED WTTH 8 FDDT STAKE SPRCING. 8' ABC STONE BASE USE 3000 pSl CONCRETE ~ ~ I . , I,~„_...-. _ ~ ~
5. THE SEDIMENT BASIN WILL BE CLErWED OUT WHEN THE LEVEL OF SEDIMENT REACHES 2 FEET PROPOS D t-t/2' NCDOT SF 0.50 • I ~ t°
BELOW THE TOP OF THE RISER. GRAVEL WILL BE CLEANED OR REPLACED WHEN 1HE ~ SEE PROPOSED WATER MAIN DETAIL 'A' SAN. SEWER SEDIMENT POOL NO LONGER DRAINS PROPERLY. 24" II~.._e._ I!I-II : s.~ ' 11 111= ~
6; ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING 6` ABC
TO SPECIFICATIONS IN THE VEGETATNE PLAN TO MAINTAIN A VIGOROUS, DENSE STONE 805E 12" 12" VEGETATNE COVER. USE 3000 PSI CONCRETE I{Ill~~fn°~i4~i°i°°iP~°`Fi°°9rP°'n9°OiPr°a9i-P~~ 9i4 III=- li~lliillll~ll~~illliiilllii Ihi~llliiilfll~~III,°aalll~al~i.~llliii~
U
WN+I'I~R 1~ EARLY SPR~VG 3" MIN. COMPACTED STONE •
SFF~pIt~ Ir~IA'URE ~ R W R W CONCRETE FLUME c~
.~.~mmul ~ I I ~ ~Ti-1I P' NTS
..Rye (groin) rzD Annual lespedezo (Kobe in e'i
Piedmont and Cooetal Wain DETAIL A Knrean in Mountains) ~ 50
OmR annun! teepadezo when duration of temixsrory cover ie not to extend I beyond June.
, SEEDING 10'x70 SITI~ TRIANGLE (TYP.) SLE (TYP.) 1~# ~
Nauntalne - Above 2500 ft; f~. 15-Nay'15 Below 2500 R: Feb. 1-Nay 1 ~
PpMmoni -Jan. 1-koy 1 w Coastal PIaIn -Dec. 1wApn 15 R W,~"'-"'^
~ -R W Spit.. /lIIIEP{pILIEiV1'S R= 25 MIN, R= 25 MIN.
Fdlow tecomnrondatlan of eotl taste or apply 2,ODD Ib/acre grouts agHeul- ~1 ~ U
Loral Raroetane and 750 Ib/oae t4-1D-1D ferUllzer. ~ a~
ri NTS i~t~i S M EDGE OF PAVEMENT EDGE OF PAVEMENT
APPLY 0,000 l8//MAE ST1bIW. ANCHOR STRAW BY TApONC WiRE ASt+FW.T, kRTB Pi.If:2MM!N~' GIV1~7r7~~ G~l!M~ 0R A MULCH At1CHORltIG TO01, A 015if WYTH 9lA0ES SET NFMLY STRAIGHT CAN~BE ~ ~ ~ c~ ~ p ~ ~ a
USED AS A NULCN ANCFmR01G TWL ,gig, EDGE OF PAVEMENT EDGE OF PAVEMENT
.l~oorl MAi~ ~ ~ W
Retettpha B growth le not fully odeguate. Reseed, rofmt0be and mukii Im- CCNMDN ~ 10 medktely falbwing eroaon or ether darnipe. TF~~
~ ~ ~ ~ Gross ARM ~ 0 ~ ~ ~
'~'~Ip/~~~~y ~et)SEE~ING NpTFS I~.~Ii-V!V'N~1 e71~/t11RfG16 Gf{f1e~711~V 11G1~~
1, M10DiE A IFAr APPE,tRANEE IS DfSRED, OIgT SFIWCFA . ~t1~RE 2; 145E COMMON OFRIS DtO.Y ON ISOLATED 50ES Wf~1tE R CANNOt 5E- coNCRETE cov~ERR ~~I ~ ~°a-- ~ FOR FLUME iy ~
CON~ A PEST. BE74WmA0RASS INY BE REPIAZ'FD WRH 5 Ib/ace CE14SS, ,~Iffe.~lai~! NTS ~ a
1lA1LEf ~ SEED~IG DATES II tl~ ~ ~ ~
M THE i'IED1mtli Alm NDtRRAeIS, A SHALL-SIEAMfED SIAIOANCRASS NAY SE APfpL 1 - J1M.Y 15 sueslRLRETa Ar A RAZE DF sG 18IACRE 50' RIGHT-OF-WAY y z~ B ~4 B "1 ~ ~ z \ Mme" ~w ~y `U
SEEOSIG NOTES SOIL AIIIEI'IDM~ENfS 6' SHOULDER ~ 6' SHOULDER 0
NpaRlr~NS4 ear 1s-,u,D.1s ArPlx ls~ AND FtxlR~x ~me1c m ;mil, rtsrs, aR APrlr sooD ~/ae~ 1 / " FT 5 OPE 1 /2" f i' LO TDNONi w+r 1-AUD,15 t~DUND Ac~ann~E uNESmNE Aim soD Ib/«~w 1a1a1o ~R~rzER. A - A ~ J/ I`'
casra Pw+ -APR, 1s--+u„c. ,s 5'-0 '--0" B- 5'-p' N3 BARS 4) 8' CTS ORASS BERN I ,
~ 3:1 SLOPE F~bIENt'S 3:1 SLOPE o EST. t S ~ ~ ~I/ ~ , _
fpuoW RED of snn " TIN11l uWrsIDNE Arm rsG Is/~ i~atD~~ ~/A~'~QUtw Aaacul- APPU' 4,DaD A/a~. awN si>:ArroR muvAl~+r c~vER aF ANORI~ sur+et~ 1 /4 Ft 1 4 FT I
a O, A'_B. ~ rc
1WRraL ANt1mR Br TACgIm WTIH ASPFVLT, RD411C, OR NEITOm OR B( Qi01PN0 Z e ~tV1a~Y1 W0H A 1iRR.CH AN(OitN~10 iDp, A iM51f.WT1N BUOE5 SEi l~AALY SRTA~tf CAN BE fD . ~ . ~ . U~ AS A NUlJOf ANtSmRAlC 100E ~ e' ' i u~.
APPLY 4,000 LB//AC~ 51Rg14 M{4YpR STRAW g( rADK91G WOkI ASPHSLT, NETTING, ABC STQNE ~JE OR A NULCJi MlpmRglG TEIOI. A OtSK WON BLADES SET tWIAI.Y SIRN(rYR CAN BE
~ As A NUiLif ANtRIG TDaL I~~INTENANCE PROPOSED 1-1/2" NcDOT SF WATER MAIN SEE , , PROPOSED 111 THE F01lAwwG AaNR, wRN 5O ro/ode MTaOt,~tL Rr'PFAr AS t;nawtH DETAIL A SAN. ~Ti}illlllt)~~~ 2'-8' CURB AND GiJT1Ek GT71ERAl NOTES: \\\~~t~~ ~{,'7~~~ii~//
r+EOI~ES. WY BE NDWEq OWIY ONCE A YEAR. tiW~ A NEAT Arme~NCE as . SEWER oESrRm, oNR SQacEA um Nor As oE1EH ATi tom. 24
Ei' ABC FOILOMEAO~I D~RUr AOEOI{41E, tom, REFtRllltff xm ln>LCH st- STONE BASE 12' 1 o>N~ awscs. Fa~.~.--~~R uSE 3a1a0 Psl coNORETE 5O' IGHT-OF-WAY A Y8i2iH AND SHAPE of PROPOSED CONCRETE FLUME, ETC. SFMLL TTE ~ r~5 ~ `v ~ eeAA'' AS SHOWN OR AS DIRECTED BY TEN: ENGINEER. 4~y~..~j f
,~M~U RERIFORCING BARS ARE ro BE ASTM A815, GNADE 80. $ E A L
PF~I?r~WENT GRASSING DETAIL ~I-: , n1E Fou.owN4G sFNU tTE cDNSTRUCrED NF AcCaRTauacE wmT N.c. - ..0 ROAD'MAY SPECIFICATIONS, CONCRETE CURB AND GUTTER- SECT 848, 1737a
EAU. GI~A~.1~ill~i D~'~(, ~q(~ 1, fi SHOULDER ® 6 SHOULDER m _ 1/2%FT 5L PE 1 2" FT LOPE SF~DING It~T'URE CONCRETE FLUME COVER (TO BE CONSTRUCTED UNDER SIDEWALK . ~ 4'-0" RA5E _ 1''M' SPECIETGTKN4S) SECT 848. CONCRETE PAVED DO'CH- SECT 850. : ` , ~ i ' ~'~l4~` `
~ TAU PF.PRV~o~vnES) ~ 200 ~ I :I I ~I I I_I IT~T1 ~ ~ I I--~= l 1=
Rye (grainu~`I"~L p 3:1 GRASSED swAL.E ~ 4"SET 1 4" Fr - 3:1 GRASSED SWALE SsEO swA~e ~ e 3'4". ~
SEf~?MIO SEEtMNG DlA1E3 M, JANl1WY - APAIL 4 . ' " ° /3
MOUNTAINS -AUG. f5-DEC. 75 AUGUST - DEtR ~ " y--.-. CCNSTAL PLNi aM PoEUMONt -AUG. 15-DEC 30 8 ABC STONE BASE 4` $ 8" CTS 1/i" /FT CONCRETE FLUME ~ ~ pATE 9-30-04 ,
SdL 1-1 2" NCDOT SF 9.50 ASPHALT ~y~. / 'SOIL AYENDttiENTS AT'PI.Y taE ANO rmTxrzEx AIXmROM6 ro saW. TESTS, DR APTLY 3,GOD-5,000 Ib/aara ~ 4: T GREATER Of 1.5' OR 0.5'
GROUIm AQpC1A.lIlRAt, IARSiDNE IISE THE LOWER RATE ON SAtmY AND WFOIiUW SOIL TESTS CR APPLY 2,000 LB/NdtE CRWNO Al;tiICULTURAI 1,000 6/ace 10-10-10 a'_°" 6887/1 14 _ + DN FDR ounET DITCH DRAVdN MBH
ES1T)NE AND 1.000 Lg/ACRE 1O 10-iD FER'tIUZER. SLOPE MIN. 0.003 FT/FT
~ruu~1 ue~c et~~i i~ rancc_c~rTlnly T > a'~ I _ OUTIET DtfCH
MVIAM IWIV~V~wfL L y1111.1.1 VIIVh11J dL~ V VgI APPLY 4,000 b/aere DARN! STRAW OR 4UM1XW We OF MOM SWAM NTS
APPLY 4.000 LB/ACRE STRAW, ANCHOR STRAW BY TACI(NV0 WITH ASPHALT. NEM14% MULCH. d~qR STRAW 9Y TACOM WIN ASPHALt, Raw% OR NpiplG OR DY DAMP- OR A MULCH ANCHORING TOOL A DISH WIM BLADES SE'T NEARLY STRAIGHT CAN SE ING WITH A MULCH MOON TOOL A DISK WITH BLADES SET I ARLY STRWff CAN rl 31e OPD" 2 6 SEE PROVOONS FOR PAYMENT CONCRETE ¦ 1.04 CU. YARDS
USED AS A MULCH ANCLARMO TOOL BE USED AS A MULCH AWj*V4 TDDL -1, 711, rl~SE~Q~
MNTENAMM MNNTEMANM B"AWN LIN. C2
Repair and refertggte damaged 0 093 Immediately. Topdnws with 50 Ib/acm rLKI YE ACCORNM TO SOIL TESIS OR APPLY 40 b/age NrrRDG01 IN J*KPRY
of nitrogen in March. H it Ie necessary to extend temporary ewer d OR FWARY, 40 b IN SEPIDYBE'R AND 40 Ib IN NMOO34 FROM A T2-M6, June 15, awsrawd with 50 lb/acre Kobe (Pledmont and Coast n gl Pbi 15-4-S, OR SIMILAR TURF' FFRIYI7FR, AVOID FEAITIW APPUCATIOW MAaW ar Korean (Mountains) kepedeto in late February or early March. WARM NFATTER, AS TKS NCRE4= STANa Lom TD ,DIVSE,
DWAGE.D'AREAS WMETAATELY. MOW TO A fGJW OF 7 . o ~UU4 SHEET 2 OF 2
SPECK .~C12NCR TE FLUME DETAIL 041 11

w.._.
V n
~ 4 4 4 E „ ~ J ' T REVis~aNs
_ 25.98
_ f f ~ ~ ~ I ~ Date Description $y
k I ( a ~ / I
4 r 03 t+ ~ ~ I
1 ~ 0°00 ~In~
84.60 z J, . N~4,4'1
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407,86' ~ ' z w/1 x10 x ~ INV 42,5 c~,.
W 1 43. ~ °
CO ti CR FLU E ~ ° 6
~ w/1 x10- 12 E , N ~ S °
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w/1 x10 x12 ED; ~ x
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/ 1 ? 1
~ ~ INV 3.35 ;a° • , • ~ t1'CN - - - 4z - - - - EXISTING CONTOUR _ ~ ~
~ ~ . ~ x 42'0 EXISTING SPOT ELEVATION
ALE N°' CR FLUME • SW ~ ~ b
w/1 'x 0 12" ED• . I I CONCR, FLUME 2.5 .~°r2• PROPOSED SPOT ELEVATION
. 1 .r © /
IN 42.6 ~ 4 cn ~ ~ DROP INLET w/INLET PROTECTION O
~ w +i ~ " s~ ~ / ~ ~ CURB INLET w/INLET PROTECTION H
~ ~ ~~0 ~ ~ ~ ~ y RETE FL E ~ ~ ` ~ STORMWATER RUNOFF DIRECTION ~ I"'sI
~ w O'x10'x~ ED; C~ ~
V 42.6 ~ .``;L`~'•` CONCRETE AREA
~ o0 . " ~ / STREETYARD AREA ~ ~
-z FES• ~ ~
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~ ~ ~ ~ ~ (125) lANOSCAPING w/AREA ~ ~ ,
0 ~ CI N 1 210 N LE ~ ~ r
° ~ ~ RIM 3.5 l N 404 404 ~ y ~ `
~ a ~ ~ INV 1 A . FAMIL U ~ . s - ~ SWALE ( ~ ~
o . ~ ~ I y ~ - X TSF TEMPORARY SILT FENCE ~
/ ~ ~ ~ - z5 ~ i - ~ ~ ~ N~31•YA~OISQNVSgNdi1~N1
I \ ~mdf1>7 ~31V~1 • ~IN3Q H l I ` LIMITS OF DISTURBANCE ,Q+ M
7~ p ~ 404 o CI N , 2 \ J ~ ~,~N~~
C RETE FLUME ~ RI / ~ M 3.5 ~ W~TIAND ` bdOZ L I Anal MITIGATION AREA ~
w 1o x1o x12 ~ INV O.a ~ i / , INV 42.5 • / ~ ~ t 1.75 Acres ~ ~ ~
~ ~ f • ~ r ~ > WETLANDS
1. qy D 1 n ~ 9 I /10x 5x1 Efl; _ ~ ~
U: ;i i i • • ~ CONCR UME i V 40 6
. w 10' 10'x1 " FLUME ED; 1 „ O y 00
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~ INV 42 5 r •2S
a• ~ / . r
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swaLE No. s ~ v 40 0 / , ~
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~ ) 0 RIM 44.0 ~ 24" F " 1 o CI N 5 24 FES; ~ INV 9~' .
I INV 3 . RIM 3.2 INV 39.2 CONCRE~ FLUME i CI N 6 / ~ °o r 1 n~
~ INV 3 .5 ° 7 w/10x10 x12 E0;" RIM .2 ~ N~• INV 42.6
I 9, 1~
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i ° _ ~ ~ 0.00 A~ EXIST. DITCH C) Na, 7 " o ' ' ° • • - • • 10.00 ACt ~ ~ ~ ~
~ n oo uo - - . ~ - 6 FES ; " R1M 4;3,2 " i 36 FES
~ ~ ~~lNV ~7 1 INV 3f3.8 ~ w 24 FES ~ w/10 x15 x18 E0; o . ; w 10'x15'x18" ED• / , / ~~Oc~ ~6~ 2925 ~ F..~ ~
~ _ INV 37.65 o IN ~
~ , / h V 39.4 ° ~ /~yti ~ ` ~ 4
_ 24" .FES - ' - ~
° , 'w f 10 x 15x18 ED; 24 FE5 ~ ~ ~
~ / 1 1 " 4 CP ~ INV 38.5 w/10x15 x18 ED;
" 36 INV 39.0 a~ ~ °
~ ~ 2.4 FE5 \ „ /10 x15 xt ED; ~ era
~ ~ iNV 7.9 ~ ~ 0 I I a
~ i ~ 36 FES ~ ~V1 ~ 1 " 1~ N3z.®
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~ ~
~ ~ DATE 9~~0-04
DESIGN PGT
DRAWN M$N
i i n
OUTLET STRUCTURE (SEE DETAIL)
F.E.S. INV. 6.5 + h 6b r
> 100, 20'x25'x E. D. 1 -
SHEET 1 OF 2
04111

POND. SITE o, - X / REVISIONS
4 ' I V 7. X TOP OF BANK 42.25 8 F.E.S. ~ N ."3 00 FL000 POOL 3$.5 ~ , No.
w/15 x25 x24 ENE Y NORMAL POOL 37.5 ~ I ~ Dote Description By
DISSIPATOR ~ \ ,BOTTOM 31.5. ' TORCHWOOD 1 REVISED Ri1+. ok
~'Ef/ERGENCY SPILLWA ~ /9~/0 +a" a.ES. JK qp v BOULEVARD BAYSNORE ROAD 2/OZ/o ~EN~LUON PL ON JK
~ 1NV. 41,5 ~ 9p z
6'x 'G' OUTLET STRUCTUR I ~ 't' °
6.75" ORIFlCE ~ ~.o SITE
x I q~y~ L~NDIRF Rp
~ VIpOIF, SOUND ROAD J
~ POND 1 ~q ~
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S I ` OGDEN PARk
X ~ ,sae ~ q UPLANDS
8.s
TO6 43'a'' MILITARY curoFr
\ / ~ , \ 50 TCMPORARY Gf a TEMPORARY GRAVELED
r' ~ ~ / v CONSTRUCTION EN' >TRUCTION ENI~RANCE
_~3- \ II VICINITY I~AP
~ ~ s ~ „ "'""*1.,~ ~ ~ j ~ 40 LF 18 , RCP 1 2 BLOWOFF ) 2"BLOWOFF ASSEM. ~ NTS
, ~ O " ~
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/ ~ " p. / 1 S50 630.53 ~ ,
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o ~ _ ~DI.I~CHES ti o• / ~ THI AR o, y N. FLU E~ H T N 11 INV. 43.5 " 1 F E HY ASSE . ~
f°` ° ( S EA) CI O.4 / " „ TST N 11 " RIM 43.6 I~. „ , w/6 x10 x1 E.D ST No. 4 ~
~ (2) 36 F,E.S~ INV. 38.9 2 8 G TE VA E T5T No. TST No. 2 1 8x2" TE h~.•
~ w 20x30 x24 E.D. _ -INV' ..3g0 ~ a3 / 7a a2 CO 84 20 O a0 1 a1 O O 21 " ~ is O , 20 19 18 17 ~ ~s 1 8 GATE ALVE 12 i1 ~a ~ ~ H T/'~
(2) 36 RCP °g (1 FIRE YD. E.. 1 x15 x1 TST No.16 " 8g E 1 'x15'x1 84 L 42" R P 1 2 GATE ALVE BLOW" F ~~~rory ~ ~~~8~ M ~ ~J ~
(1)2 LOWOFF ASSEM. / 5 ' PRNA R /W) j FD FIE T, t „ " 9.2 OXFI LD 'S 5 ' fir ~ "ASSE . ~ ~ bQ
\ „ \ .t• I No.3 OZ G Z nQN R',
I A~. 1 ~ R 43.6
` INV. 9.10 d?-----------"- ¢ 2•, ~ ~ ~ Q ~
~ a• 5 MH Na. L (5 ' pRIVAT R/W SSM No.3K SSMH No.8A SSMH No.8A SS H No.1 S MH N .1 B ~ ~ ~(yy~ .4 ~ ~ ~ W
~ ; \ 8 BOOT & PLUG I on 24 SSMH No.2A ~ ;
a i I \ / ° ~ ~ I ~s 27 26 2s 30 fM ' , CONC. FLUME
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~ ~ 1 I NO.6 ~ ~ IM 45. ~ ~ 2 36 F E.S. IN • 39.2 IM 45. til~ O ® ~ w/6'x10'x12" E.D ~ w
~ ( IM 45. ~n ~ ° I ~ ~ j ~ w 0x30 24 E.. ~ V. 42.1 5 ~ °o i ~ TST o.6 " ~V. 42.1 5 ~ ' ~ ~ M " P
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}u ~ ~g9 , ~"t 9.25 ~ 6 3:1 5w , ~:1• •s ` w E.D.S x10 x18 ~ " TST Na. SSMH No.1 ~ ~ a
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i / SS H No.~J ' w I n a• 0 40 p ~ ~ O 41 a INV. ~ 43.0 ~ ~ ~ ~ °"I ° l w Q 41 4 D EP
;v1 1 ~ 65 Cam. L „ S ~ 8 x s2 63 s4 ~ 6e 1 "xfi"CRS DITC ES 43 44 32 a 2 t.~~,a~~a~x~ ~ " (THIS AREA) ~ ~I 6 2 GATE A E ~ ~ " o O ' ~ ~ ~
1 ~ 6~(EE O P~ INV. 42 0 2 GATE , 6 GATE C17k~ ~ ~ „ ~ "GATE ~ ~ OS,' sr w/6 xt x12 .D 1 "GATE ALVE 42 J ,r NV. 43.50E 1) 2 1
> > 1 $ G9TE' LVE ~ 1 E~ ~HYC ~ ca \ ~ .F / 1 FI HYD. ASSEM M N TE O T, 0 (50' PRtvnrE R/W) 1 E" ~HYrD. A MY w/6 10'x1 " E.q SSEM FF ~ 33 sw ~ o ~ ~
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E ~ 5e ~O O O O CO LOWOFF ~ _ I ~ SCI N , 1 H
ASSEM• $ a 5 RI 45.1 I N0, C 0 8 O 12 0 i 156 ~ ~ RI 45.1 50 49 48 47 46 ~ ~ > ~ ~ ~ 36 e O
, O ~ r I IN .40.4 Rai 4 .1 0 ~ " ~ i f' IN1i~ 4 .5 IN .41.1 „
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INV. 41.051 I .,,~l~4E.. -.mow ca, 1 ~ TST Na.9 ~ ~ TST No.1 ATCH EXIST. TST No.9 . .....nr`i sw,±t~ , 37 ~ ASPHALT a
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~ ~ to' W. I T N~.8 y I "R0? N5o7s 135.60 ~ v ti X051 N50'16'49"w 362.52' n ~ ~ _ 40 LF 24" RCP d' INV. 38.65
, i ! ~ ~ ~ 04 ~ a5 ~ ~ ~ RIM 45.1 TST Na,2 ~ j as S5MH Nv.3E 40 LF 6 C _ ~ ~ sr~,, INV. 41.2 41.2 ~ 36 f ~~...ti ~ ~ ~ ~
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53 3 ° 210. O ; 34 2p. 2v „ ° F ~ 0 ® ~ io E.D. 10x15 x18 LF 30" RCP >n ~ I _ .
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2 161 r"~ ~ SSMH Na C / ~ ty (1) FIRE (2), 8" BLOWOFF ASSEM. TIE INTO EXISTING ~ ~ ~ U
HYD. ASSEM. 3 140 ° 141 ~ ' •Z ~ BLOWOFF ASSEM. I~ ~ Q I ~ o~
14 ® , ce CONC FLUM f O " . „ 162 U INV. 2.0 SSMH No.3D
1 10"x6 TEE ~ 142, 15 DE ~ w~~W
1 10 GATE VALVE m w fi x 0 E. 143 ~ ~ 1 6" GATE VALVE Q 145 44 ~ „ 92 EXIST. 36" F.E.S: INV.40.8 ~ ' ~ ~ ( ~
' 103 , 49 ~ ~ ~ O 163 ~ 5• TST No.1 `..E w/15'x20'x18" E.D. N ; nn ~ ,Q LL
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11l I 165 O ~ 101 ~5 . . PROPOSED MODIFIED ~ " OUTLET STUCTURE LOCATION--~.~ ~ \ ,
~ 147 (139 ~'ti. • _ O ~ ~ ~0 C. FLUM 13a , , O I , ,,,r
V 42. 166 ~ 134 1 137 95 ~ 1 ~ , 1 ~ 1 MQRIEIEIL.NQ..~.tE ~ v
/ x10 12 E. Q ~ 1~ CON(,. FLU , T~T No. x (1) FIR 1 O r7 INV. 42.0 TOP OF BANK 45.0 ~ '
o INV. C~,O ~ ~ a " • 2 „ HYD. 5 M. 1) 6x2 R ~1C , FL000 POOL ELEV. 41.96 ~ TST No.17 NORMAL POOL ELEV. 41.0 -EXIST. 24" F.E.S. INV.41.15 f
• w 6x10 x12 .DN- 96 o w/6x10 12 E.D , • / ~ un ~:r Lit ~ ~ ~ ~ rn BOTTOM OF POND ELEV. 34.5 ~
• • • 1 CONC FLUME s9 ,o°;
C. FLUME------ ~ ~ r, O T _ s N . 4 •7 67 a:r 5N'~ EXISTI INV. 2.0 2 b GATE VALV h~"~° 1 2 EO F•- I IR .ASS M ) - a
° w 'x1 'x1 ,I, N . 5 EEP 6 x x ~ 9 WOF"F' 1. LOTS 22 39 A a 0 2 E ~ DIT HES I 1 3 SEM, DRAIN FROM f3~ OTS 22-39 AND 42--45 TO BE GRADED TO ~ ~~,~~''"II~'~~~,,~ (RAIN FROM BACK TO FRONT. ~ TO THE I POND "2"
RIM 4 • HI ~ " " ~ tv ~ 1 • (T AREA) ~ 9a _ ~ 8 BOOT & PLUG OUTLET BYPAS. IUTLET BYPASS SWALE. ~ ~.ssi
O D ~ t2a 1 130 131 I 2. ALL ROOF DRAT „ O „ 29 „ LL ROOF DRAINAGE TO BE ROUTED TO POND EXIST. 24" F.E.S. iNV.41.09
1sa J 1 10 GATE ~L 18 F... I V. 41.6 ~ SSMH Ne,9A SEAL HERE SHALL BE NO ENCUMBERANCES WITHIN
" w 'x 0'x18 ED ~ RN 3. THERE SHALL I 1) FIRE 1 8 TE V / 0 P THE PUBLIC Rl ~ 2s ( 17374 HE PUBLIC RIGHT OF WAY
YD. ASSEM. R O D D R i B Ise H No. C I 4. LENDIRE ROAD IR OAD AND STREET 'A' ARE TO E 2 EXIST. 30~ F.E.S. INV.40.8 END T R A PUBLIC AND BUILT TO NCDBT w/)20 x15 x18 E.D. ~I~.••
O ..--r' w i08 j DEDICATED AS ED CA ED S O n (
1os o 3 STANDARD5. Q. 111 110 a , iTANDARDS. ~ ~ ~~~~~1J ,`~~GREGO~~~~'~~ J~~Innla~
S H No.3A 112 O .a+ l0 C~ 1 MH No 38 1 113 O 25 ~
.I. N .7 / n4 EXISTING CONTOUR ~ ATE 05-a2-o2
RIM .5 / 11s 115 _ 117 O INV. .0 na , O +ti`~~ EXISTING SPbT ELEVATION ~•DE61GN PGT
171 121 120 119 ~ ~ "
a : 1 4 _ ?IK7 0152 W PROPOSED SPOT ELEVATION DRAWN JK
`-15p K 'F' INV. tIZ.Z IMr"~ juw g~„50'
15 FIF.S w/ ' V. x12 ErD. f DROP INLET w/INLET PROTECTION
172 123 ~ o ~ y0
= 1 00a X TSF X X TEMPORARY SILT FENCE
122 45'55'58W N59 4515 q 2 54.58' " rt° - LIMITS OF DISTURBANCE
STORMWATER RUNOFF
I PROPOSED SWALE SHEET 1 OF 9
544 4f2KSl SS H 380'+ FROM oa ¢ - - - EXIST. DITCHES (WATERS OF THE U.S.) 99080
SSMH TO SSMH
- - - -