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? ~ ~ ~ ~ - - - ~ - ~ 1 a MIN PLACEMENT DEPTH 27" 1 ~ I ~ _ - - - , PROPERTY OF I I II II I ~ m ~
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PROPERTY OF ~ I l i I O W JOHN M. & JANET E. HELMS I I ~ U ~ Q
DB 1892 PG 27fi I
TAX PIN X6895-10-4594 I a BLOCK 5644 LOT 509 - CURVE TABLE ~ L V
18M I CURVE LENGTH RADIUS DELTA CHORD CIi. BEARING I ~ d Z SPINE SET 1N 18" OAN C1 39.27 50.00 g5'pp'pp" 3827 5695151"W I r- ~
ELEV. 877.34 C2 68.87 50,00 1855'14" 63,55 N '5 '26" I
I O LINE TABLE /
S l1NE LENGTH BEARING V ~L "
li _25.82' N4T2T51"E u~ L2 8.70' N40'38'14"E ~ Q
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A T A -DEEP RIVER OUTFACES AND FORCEMAIN CONTR C
T B -DEEP RIVER PUMP STATION CONTRAC
DMPPAOJE(.'TES143 DATEJULY2000
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DAVIS-MARTIN-POWELL & ASSOC -
ENgNEERNJG•IANDFIANNING.SURVEYpJG ~''G ~'c ~ r L" A UE SURE 102 iii i~-26.ti~o I, e ~ 218 GATEWOOD VEN . ~ m
FBGH F'OIM, NORiH CJIROUNA 21262 t~'c ~ a x ~ ~ ~ ~ '•y~qf~ ~~d5,•'~
PFIONE C~SW 886-0821 FAX (S86) 8964168 , „
Sri L ' 0
ELECTRICAL DESIGN BYt ,o„°"r`"" ~ W ~ „ STRUCTURAL DESIGNBYo ;~.?~p' ~ ~
a STURGILL ENGINffRNVG, PJ1, a ~ a?",r` . ~ ° V1 Q
Ss c° + r ; ~ ENGINEERED CONCEPTS ,5 a k-stns 22711 I2= O ~ ¢ 5[AL r ~TOI~NC 27292 ~ ~ ' ews-c P~.a.,..~ ni.a ak ~~y ff 16871 IJ~NVR ~,:,'.r:~ cre.-noro, xc n+oo-~c~ ' ~y fp API ?e`
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4 ,
- _ _ _EXIST. PUMP STATION - ~s~ ~ y~;;,
GENERAL CONSTRUCTION NOTES, LEGEND - _ ~ , L_- 1, ;Q ° - - ~
~ 1 _~I f "IBr~c a~: EIP -CASTING IAaJ PIN y~, _ i_- ~ 1 ~ - JL -1 ~ P
i. ALL EXISTING UNDERGROUND UTILITY LOCATIONS WERE TAKEN FROM 6. VALLIAMS COMMUNICA nONS -GAS PIPELINES do FIBER OPTIC elA -Ensnxc worv HLeAA ~ ~ ~ - - R AVAILABLE RECORDS AND ARE APPROXIMATE ONLY. CONTRACTOR TO 72 HOUR NOTICE 1S RI QUIRED PRIOR Tp ANY EXCAVATION reu - ICNPONAAr eENaxwAx -
ACTVITIES OR EQUIPMI Ni USE ON OR IN CLOSE PROXIMI1Y TO ecu - EMlsnnc ca+aEn uaNUUExr n~mxno"' ',t, VERIFY THE LOCATION OF ALL E%ISTING UTILITIES BEFORE BEGINNING ~ - A, ~ r T TR TIDN SHALL WGP'S PIPELINE FACILnIFS. NO EQUIPMENT SHALL ENTER ONTO ~ - moor Afar-a-wwr ucxuuENr (rl - ~ ~ CONSTRUCTION, ANY UTILITIES DAMAGED DURING CONS UC
BE REPAIRED IMMEDIATELY W1TH NO ADDITIONAL COST i0 THE, OWNER. WGP'S FACILITIES UNTIL A WGP REPRESENTATIVE IS ON SITE TO -G - uxaRa+wxu as unE - A.
CONTRACTOR TO NOTIFY N. C. ONE.-CALL CENTER AT 1-B00-632-4949 MONITOR THE WORK. IN ADDITION, NO E%CAVATION SHALL -W- - werEx unE I ~ ~ _I INpEIS A( pA~_¢4. I ~ - PRIOR I'0 E%CAVATIUN. CONTRACTOR SHALL NOTIFY ENGINEER OCCUR IN THE VICINITY OF WGPS FACILITIES UNTIL PROPER -----T uNagawno rEl£PnONE Z "
IMMEDIATELY IN TILE EVENT OF ENCOUNTERING ANY UNDERGROUNp TELEPHONE NOTIFICATION HAS BEEN MADE TO THE -S - snwrexr sEwEA uHE ~ f Z OBSTACLE REQUIRING A DEVIATION FROM THE PLANS. APPROPRIATE ONE CALL. SYSTEM AND A WGP REPRESENTATIVE - PENCE uxr: _ .I ~ NN
IS ON SITE TO MONITOR THE WORK, ANY CROSSINGS MADE _ CREEK ~ _ ~ ~ ~ ~ O 2. ALL. DRIVEWAY PIPES 12" IN DIAMETER OR LESS DISTURBED DURING WITHOUT A WtiP REPRESENTATIVE ON SITE WILL HAVE TO BE - _ weuANOS ~ DDD N
CONSTRUCTION 1N STREETS DESIGNATED AS STATE ROADS SHALL BE REEXCAVATED AT TNF CONTRACTORS EXPENSE TO PRONDE ® - 1ElCPHONE PeoESrx 3 ~ ^ REPLACED WITH 15" RCP, ALL DRIVEWAY PIPES OF SUITABLE SIZE WGP AN OPPORTUNITY i0 INSPECT ALL AFFECTED PIPELINE S _ soaru+r 5lwFA uuura[ i3
I'TUR EI7 DURING CONSTRUCTION SHALL BE REINSTALLED AY THE FACILITIES ~ - ~ US B CONTRACTOR, ALL COST OF REINSTALLING E%ISTING DRIVEWAY PIPE. D4 GV - cxs vxvf Z(S ~ „ ONE CALL - 1 8D0 632-4949 pQ wv - wA1EA vuvf r I ~
REPLACING UNDERSI7ED PIPES OR PIPES DAMAGED DURING _ _ _ _ - GAS LINES SHEET 1S -RICKY HUTCHINS [phone] oWM - warzA xE1EH _ _ _ _ _ _ _ f LL CONSTRUCTION SHALL BE INCLUDED IN THE COST PER LINEAR F007 DF / ~ ~ ~ ~
- FlRE H19AAxt ~Y-~E ~ GAS LINES SHEET 7 - DANNY PURGASON [phone] x2233 ~ \ SEWER LINE INSTALLATION. ALL EXISTING PIPE THAT IS REPLACED FIBER OPTIC -STEVE WOOTEN [phone] 1', ~ ~ ~
WITH NEW PIPE SHALL BECOME THE PROPERTY OF THE CONTRACTOR, m~ ~ umnr car iT~ % _ 1 DRIVEWAY PIPES THAT ARE DISNRBED OR REPLACED SHALL BF ~ - 00Mi Pai° ~ elf' PROVIDED WITH PROPER INLET AND OUTLET PROTECTION. ALL COST OF a -cur I>ac -
z _ - ~ 1 DRIVF~WAY PIPE INLET AND OU ILE7 PRDTECTION SNAIL AE INCLUDED IN ~ xccs coma ucrwrLxr Q ~ i {Q. i T F WAT R MAIN INSTALLATION. Cl - Ensnrvc caasrE waurtxr ~ " T!
THE COST PER LINEAR F00 0 E IN - - i )
3. CONTRACTOR i0 RECRADE, SHAPE UP, AND STONE ALL GRAVEL ? -Ensnxc sroxu smudge - _ ,C S~~U i N DRIVEWAYS AFTER CROSSING. TWO WAY TRAFFIC SHALL BE MAINTAINED P -Ensnxc uuuwx U-' T ® - ewsnnc a Ex+wr ti
Al ALL MMES DURING CONSTRUCTION, AlL WORK DONE 'MTHIN NCDO l ~ 1 RIGHT-OF-WAY SHALL BE PERFORMED IN ACCORDANCE WITH APPROVED sloxu sExcR u[
~ , ~J ~,r ~ F-NCROACHMENT AGREEMENT, CONTRACTOR i0 RESET ALL DISTURAED / T ~ SIGNS, MAIL AO%ES, ETC. CDNTRACTOR SHALL RESEED ANY DISTURBED 'S
AREAS IN AccoRDANCE WITH sPECIFICanoNS EROSION CONTROL LEGEND , ~ p ~ . g( - IE4PtlRAAY SRI FTAR . _ _ _ ~ J JL.IL_ _ ~ p
4, DURING PIPELINE INSTALLATION, E%CAVAT[D MATERIALS PLAC[U ON I _ TIHE ADJACENT STATE ROAD SHALL BE PLACED UPON A LAYER OF STONE ~®y My-mc oaur Ix<cr moucna , - ~ lr' ~ _ ~ y ~
SCREENINGS AT THE END OF EACH DAY, ALL MATERIALS SHALL BE ~ - Q REMOVED AND THE ROADWAY SHALL BE THOROUGHLY CLEANED DF ALL ® rEUPOAAxr Aw-RwP an[r PAOrecoaN ~ 1i Q
SDII. RESIDUE COST FOR STONE SCREENING AND AOADWAY CLEANING ~ Q SHALL AF INCLUDED IN THE LINEAL FOOTAGE PRICE FOR SEWER LINE aoo rErvoHU+r Aoa aca ow PROJECT L OCA TION MAP
INSTALLATID", >Exa~~A x.r,~ ~ NOT TO SCALE
5. CONTRACTOR SHALL AVOID DAMAGE TO THE EXISTING ASPHALT. - 5F -+noo-~.- nwonAAr nat mn[r (P ~ ~ ~ ~ ASPFIALT WNICH IS DAMAGED DURING CONSTRUCTION SHALL BF REPAIRED ~ ~ ~ ~ INTERSTATE 40 ~
Ai NO AUDI11pNAL CDST lU THE OWNER, JAI srwoAno wia &15H1/YAAD rwcr PHarErnox H--F I ` , 7
® rwE 'e' sEquExr qW I Z ~ ,,,,geii ~ 'H9 HIGHI-q-NMY gAER90w O ~ l
SHEET INDEX - T~ - rEYPO{IMY EMd AERY ~ _ - - - " a IENPOAAAY 8101 S1IBU7A1M1N I ~ ~ -
SHEEi NO. 1 -INDEX, NOTES ~ LEGEND SHEET N0, 23 -DETAIL SHEET ' V V V - ti I I
SHEET NQ 2 - LINE A STA D+OD TO 12+OD SHEET N0. 24 -DETAIL SHEET SHEET N0. 3 - LINE A STA 12+00 TO 24+OD SHEET N0. 25 -EROSION CONTROL DETAllS
SHEET N0. 4 - LINE A STA 24+DO TO 36+OD SHEET N0. S1 -WET WELL W VALVE VAULT PLAN NEW ` ~ I I
SHEET NO. 5 - LINE A STA 36+DO TO 48+00 SHEET N0. S2 -WET WELL & VALVE VAULT CROSS SECTION I 1 I
SHEET N0. 6 - LINE A STA 48+00 TO 60+00 SHEET N0. S3 -EARTH RETAINING PI AN, WALL, ELEVATION AND DETAILS ~ - -
SITEET N0. 7 - LINE A STA 60+DD TO 68+66 SHEET N0, Er -LEGEND AND ABBREVIATIONS - ~ - - - l~ _ SHEET N0. 8 - LINE A STA D+00 TO 12+OD SHEET N0. E2 -ELECTRICAL SITE PLAN -
SHEEL N0. 9 - LINE B STA 12+00 TO 24+00 SHEET N0, E'3 - ONELINE ~ CIT I
SHEEF N0. 10 - TINE B STA 24+00 TO 36+00 SHEET N0. E4 -CONTROL SCHEMATIC AND DETAIL SHEET I ~ Z I 0
SHEET N0. it - LINE B STA 36+00 TO 48+DO SHEET N0. E5 -LIGHTING AND POWEA PLAN AND SCHEDULES STA 48+00 TO 60+OU N SHEET N0. 12 -LINE B
~ CC SHEEL N0. 13 - LINE A STA 60+00 i0 68+39 ~ ~ G
/ NQ N sHEEr No. 14 - uNe c srA o+oD To 12+oD S € ~ ~ ~ ~
' sHEEr No. 15 - uNe c sTa rz+oo rD 2a+oo ~ V - (n >
SFIF,F.T N0. 16 - LINE C STA 24+00 TO 36+00 ' U SHEET N0. 17 -STA 36+OD TO 44+93 ~ ~ / - - ~ ~i Z
~ ~ a w SHEET N0. 18 ~ PUMP STATION ACCESS ROAD & GRADING PLAN ~ _ SSE Y ~
SHEEL N0. 19 PUMP STATION SITE PLAN PU P STATIO - - w ~ ~
SKEET N0. 20 WFT WELL & VALVE VAULT PLAN NEW 5 SITE w SHEET N0. 21 - WF.T WELL & VALVE. VAULT SECTION & DETAILS - _ - - SH ET NO.1 H ~ fly
SHEEL N0. 22 -CONTROL BUILDING ~ ~ ~ U ~ N ~
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.12 - ~ 3 Z s T N E SHE I ~ ~
n , - _ 0 0• _ -
~ z - - OLD SALEM RD. ~ _ _ _ _ _ ~ >
~ EXIST, ABBOTTS CREEK SR 2632 ,
a PUMP STATION LINE C BROOKSFORD RD. z W
I SR 2604 0 ~
N SHEET 4 S Z
HEFT E ? NO' 15 5~ ~ .I
SHEET N0.16 ~ "o CRAPNIC SCALE
' & - _ ~ 400 100 0 400 BDO - - ~ HWY 66 _ - NC SHOP MCGUINESS r~=eooEEEr 1
F - _ ~ MEMORIAL HIGH SCHOOL
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PROPER GRADE k AUGNMENi d1Y OF WNSTON-SALEM LV INDICATED ON PLANS DI SAN SEVER LWE 4. WLLIANS PIPWNE PERSONN0. SHALL ~ ~ /B TEST WRE W LAMS MPJ(E ~ WIPE 1~6CilONS NECESSARY O ~ N
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PERMANENT REFERENCE CELL 5. 72 HWR NOTICE IS REWIRED PRIOR TD N (OPTIONAL), PUCE HALF ANY ENCAYA710N ACRW71E5 CA EWIPMENT Q
~ aR WAY BETWEEN llNES _ _ pIPUN FACIU115.~N0 EWMIPNENT HALL MS (Y n t' ~ ENTER ONTO WLIIAMS FAGU7IES UNill A W MCF REPRESENTATIVE IS ON SITE TO MONITOR ~y
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GAS LINES SHEET 15 -RICKY HUICRINS (336) T87-5582 V GAS LINES SHEET 7 -DANNY %1AGASON [phone] x2233 FlBER OP11C - STEK WOOLEN [phone]
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EslaeusnlNC KarARDx .`ex~~~ `~~'ti'"r, i ' 1 RIE WORN INCLUDES SEFDBCD PAEPAAAIIW, LIMING, FERTILIZING, SEEDING AND MULCHING OF ALL DISNABEp AREAS. ~ip: ~dN J o W if1
1. URIK $tEEL POST 24' INTO CRWND AND E%CAYA7E A E' % 6" TRENCH eolh Plr- LIME SHALL BE DOLg11i1C ACxtICULTURµ CRWND LMESioNE CONTAINING NOT LESS THAN TEN PEACF.NT MAGNE9UM N a; Oa UPHILL AIWG THE LINE OF' POSTS MA%. B' BfTMf[N POTS, ANPPLXAIMx ~rMLL: madm"- I I 1_ _ O%IDE. LJ N ..i; F ARA ro N cawAm RwL [ PeaFRr F suvL[s wlAU M wAa a wR 0.w1' ExcAS[MENi r '1 FERRUZEA SHALL BE sipNpARD COMMERCIµ PApWGE OF 10-10-10 ANALYSIS, ALL fEARLIZER SHALL BE Ul ~ i '
2. ATTACH MRE FENCE 10 POSTS AND E%TEND iNE BOiiW OF THE Ana pREPMFq rEanll[m AND sLmFD aid[ M N pMEtW d q[AhR N'sXM[D WIN L[R nP[ I I pELIKRCD IN eAGS BEARING iNE MANUFACTURER'S MANE, THE CHEMICAL ANALY9S OF THE PRODUCT AND i1K ~ 47 q FENCE 6' INTO iNE EXCAYATEO TRENCH, aAMCr s AFPIea, MWN M NAIMfi 5 6' w IlNDM w.0 A 1' CMOYN. MR AM aAUC[ C uMpt[0, M Rtda 9ANA M d to MOM a 4tMlta i130 'ALL VMY wm raL gM1KK MIGNi, Y NOi USED 1MMEOIATFLY AFTER DELIKNY, iHF FCRRLIZER SHALL BE STORED IN A HANKER MACH Mll `f~V'xA+^ 3. ATTACH 'ME FaBAIC 10 tNC WIRE FCNCE AND EX1EN11 THE aaM nww rWds N aducr wm mE sa owA M [xxW M s1AO[F5 91ML R x+wN wNKN1Y NtD L _ N07 ALLOW li 10 HARDEN OA DESTROY ITS ffFECiIKNESS ©a N,\'odY4'C
B07ipJ OF THE FABRIC 6' INTO THE TNENCH. AREA ix pipEE, M MNN[i5 SHALL IC M arollrA, PACED MRRdpxARlr iwa M) A , y.. I.RDSS $EQ11QN aPPIWD x M RWCn0.x d M Ilgr a uRR, I%wAl vAXpi MMt, d fAW sIX, wp dE _SMCNm[ 4. BACKFILL iNF. TAENCH AND COMPACT 11{E SOIL FIRMLY 10 ANCHOR oAwn IM11rD FIILD.Y Ai FXDS MD NM AIO srMl[0 nd N M CENRR wRMAIEIr 4'.r® GRASS SEED SHALL BE AN APPADVED MIXNRE BASCD ON RECIpNAL AND SEASONAL CWSIDEAAiIDN5, PURItt OF x~~'-'4 rrrlrr H`r ~ TILE BOT10M OF INE SILT fENCE 50 MAT RUNOFF LS FORCED 70 y w~ p~ d Aa[9, M &ANYR s11eLL a Apn[O OMR a11U11 [AGI SAE, (W s1MLEe d EAd '~A SEED SNµL BE A NININUM C{ NINETY PERCENT AND 1NF CERM1NA110N SHALL AE A MINIMUM DF F.ICXTY-FIK
GO RIRU THE FENCE AND CANNOT GD CNDER IT. J Lt IKRRdtALLr OR MADCAM.r ro M staE Flpa Awl MANRr( ua A Nwd Rw a sTANm d I PEACENt. THE SEED LABEL SHALL BE A 'CERi61F0 SEEO° LABEL. SpLS SHALL a p11R0 ENLRY MD SrAWE0. rt 5 aAiDweS WANNER i~ a ~ MULCH SNALI CCNSIS7 OF DRY, SMALL CHAIN STRAW, ORY HAY, AND OTHER SUITABLE AND APPROVD NA1ERIAI, NOt N[d$s1AY N aW diFd SmR AMdd piplES AWYpIt YA
M NNY RDe a pNAtRS PREPARATION OF SEEDBED R Fxa MI,hWM, R~ tRDt DM SRLL POSt ~ (ao'D w/NRIM dLY) ~e~L,_, - Noe e M looted YANtEi pAVI ta+pst a A WDm . -.M Nd[91 I aloe - I xanwN iNE SURFACE 91µL BE YADF SMW1N ANO TRUE i0 GRADE. tHE AREAS SHALL a PREPPAED BY MCAN$ OF
YApWe PNfOYdp uA1 a CiAtlEO MOOD MKm"'^. e0 Rft AwRME dAxACF aN[1 dSKWG 70 A MINIMUM OEP1H O THREE INCHES. DISKING ANO CRO55-DISKING, NARROMNG. OA OTHER APP0.0KD U y wRdr a nau.. ie lass too METHODS OF PREPARATON, SHALL BE CONTINUED UN7A A FRIABLE ANO iNOROUGHLY PULIEAI2ED THREE-INCH DEEP Z L a i fAgP1C RCFLYd a ed 9Y NGI M LdFa Iaa MiMR YMps Pd RgJ..M AXE BORE SITE DETAIL SEEDBED IS OBTAINED. CARE SXALL BE ExEAC15ED N PREPARATON a SEEDBEDS ON SLOPES i0 KEEP LOO5E SdL ~ n (xo AWE rExiZ REOO7 'TONE SECTION LLNGn4 wm WxdiRNl rHdx[ss ANO M W PLACE RATHER THAN PERMIT I7 10 ACCUMULATE AT INE fWi OF THE ROPE. SEEDBED SHALL BE APPROVD wW FWxLY p51niBUtm OwR LR pWw N, T.S.
. Use 2 l0 15-Inch am... N L Dgatment of ire 1 1' I A a !AEA a tR wAw;r, gifN INER PRIOR 70 PlAN71NG RN SEED, PRIOR TO THE LAST RLLAGE OPERATION, OYF AND fEAPUZER SHALL BE BROADCAST pAGVFIU m[xd wm sdL spa o la coat M td Ma a ud auxRr sxAU M MMy Mil{ dN APPROVD SPREADER OVER THE SEEDBEDS W ACCORDANCE MTH THE gPPRCPR1AtE SCHEDULE
W RmAL ~ d m ymu opn( nti it"olocn ypnk and niwd t >and m +menM towRm wm A expmddMAAIF EXwUpd AFTER THE SEEDBEDS HaK BEEN PRCPARED ANO APPAOKD BY THE ENGNEEP, iNE NIXTUAE lh GAA55 SEED, AS W ^ N As.RO Sror[ t0 a' Ap)XF ~m e 6 f 19 i n . t Xpid woMOUla M1pm a Xwr aaund IM tlem. D PL15nt w[d. M gNwf I Sxul i x!U[ m. does 8 wave canw alone), SMpD[R RFKIMl wmal M ua a b ~ SPECIFIED, SHALL BE SOMO BY MEANS OF AN APPROVD SEEDER AT THE APPROPRIATE RAtE, iNE SE[D WORKED 1. Pbce aloe to Ina In,ye and dimemlore sMm in Ina Plm a a N1r 1"brk Cawtw Mdnws IN10 THE SOIL i0 A DEPTH pf APPROXIMATELY ONE-NµF INCH AND THEN COIAPAC7ED AY MEANS OF a CULPPACKEP ~ I ~
- ^ 2. Neap Ina cwtM atom ewtbn al Iwal 9 InMea balm noted Band lewd ADR xarNlxnd ROLfEA OR OTHER APPROVED EWIPMENT. GDnstrUCHop 'rnery ~,dpm abuse IM1e cnon,W bonka yar a cpmmen ,o. al ~TM • E ~ ~ 0 I ^ SpeciliCDllons y FKKtend alma al leui I b 11 y~ymd the dllch Wade to kw Im4e a ad LSTA8l151pNC TEMPORARY KCETABON v o lb..pte Awn u~dirwlting the dpm pa it re-wlea the clannw. N"'"s Lr a w°Nw °a°'r w w" etvt g ebAeta, M ,y a4 w„a„w Ip tl THE TEMPORARY SEEDING W DENWED AREAS MA7 WLL N07 BE BROUGHT i0 FINAL GAAOE FOR A PFRIW OF MCAE
I aR~Ct ten« amo o~d pnpnnYa )p dam x« n raolr wmt. Wew. wAml W. iwpw M e tNAN 70 NCAKING DAYS BUi LESS THAN ONE YEAH :HALL BE IN ACCORDANCE WTH THE PAEWOUS SPFCIFICATIDNS Santau d n at mp~°IEe onw~`i dam And wgekn Ir w. ti w . A MNem M- w M'o INE fOLLOMNG APPROPRIATE TEMPORARY SEEDING SCHEDULE. iENPORAAY SEEDING SCHEDULES FOR THE LL h RoAS m ne clue A I 1 to oan t dl ~ru0e mrt,ed NY~ I~alp-
MainlDnanCe I ~ d N~r9 wot Iro n~r,p IYNr~~ tnal • ~'U' ^M `^I« `Nwiy P Pia %°t1~Y"Nnann 1 p ~'t ~$rd-Iwed a~ Ppww maaY erw +w+a a Rn z lees d,l«. REnMwt AREAS ARE As foupws. Q TEMPORARY SILT FENCE Rp ~~ei°`"9ia1 ` lal~ ~be~IMdani dSa~~r^e d~ xp~ ~ d~^~ ore A.,~1. R,ae pl tlw etwl APPI IDATION RATES (Le/AC) t~ ~li'.e Evan c I ow IIF d1an. Ad8 alonw To"` or .a, ru mo anlrue t RECOMMENOFO SPEpES SEED 10-10-10 ACRICUL7UAAL
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C FOLLOMNC APPROPRIATE RAMANENI SEEDING SCHEDULE N nee apu M ~ eq pip Aapxa + LOW MAINTENANCE AREAS AAE MDMD INFREWENiLY (%7 NOi At ALL ANO W NOi RECEIK LIME AND FERTILIZER W I~~'e'ara add wr_ipq wt-ind reN r[t_ L-._ __J A REWLAR BASIS. SUCH AREAS MAY INCIUDC STEEP SLOPES, STREAM OR CHANNEL BANNS. ANC UlILI7Y
Nxwa mN wNL N tlAn y. sRa~[ EASENENIS. I x°p ~ m' xp a, RmR ~ "TYPE 8' SEDIMENT TRAP APPUCARON RATES (LB/AC1 Z - _ Iwl ~ uEDI~~E RE ~ iLE SLOPES Soo P SLOPES
,a Mw I wMl RIpA Ar, $EMCEA LESPEOEZA 20 W ~ (USE CNLV UNSCARRIED YEO AFTER AUG IS) /y We>_ NOSE IESPEDEZA 10 10 ve
r-~ _ f4-10-Ip FERTIUZER IOW 10W - _ AGRIWLNRAL LIMESTONE 40W 4WD Slt.RwT
i. C; Nwl ADd1gNµ SdL AMFNDMENi$ MLL µS0 BE USED AS FOLLOWS: APPUCARON RATES (tB/AC)
d[m[xr tdWd sfbx[ ~Mw'r~ r. HULLED GERMAN MILLET RYEGNAN eERYUDACRass
[ARIi7[N RIOCC FEB IS -MAR 21 pp w[es aGna p~qp yz.A RIP-RAP DONUT INLET PROTECTION Mao 21 - YAr I Is 40 6~-0' YAY I -JUNE 15 15 10 Q N.i. S. _ JUNE 15 -AUC IS 10
TEMPORARY STONE W TLET Auc 15 - pcr 2s 40 OCi Z5 -FEB IS AO N.i.$. TB HIGH MAINIENANC[ AREAS ARE YOwCD FREWENTLY, LIMED, ANp rERTILI2ED REGULARLY, At41 EIINER RECOK INTENSE
-I SLOPE USE OR REWIRE MNNIENANCL 10 AN AFSTNERC $TAIDARO. SUCH AREAS MAY INCLUDE ARAERC WELDS HOME LAWNS, PARKS, $WOd S, CNURCAIES, AND AECREADONAL AREAS. @(2 - t= - - APPLICARpI RAlE9 (IB/AC) ~ N i
PPE W1LET TD FUT AREA - ~~~r ~ ~ . ~ rW' - SEEDING NdiURE'. FEB 1 -MAR 31 MAR 71 -AUG 20 ~ F ~j ;(-~Vf -TIN ~I~- _ ~Q~~ r AUG 2p - oci zs ADC zo - FEe 1 > ~ Np WEU-oEFrlm CNAMEL ~ 11~ -Ji~l--~ll _ NaBEOLaESP[oEWZAYWE luRF-rYPE ruL EsWES zW-z50 ~ e~l R~
IT' NO.D,pT g2 Ti~~~~~~ ~I~'~'~~ WA9NLD sr SIt~ cmmLEna wcdKAtxws IO-10-10 FERiN1ZER IOW IOW O d[AA dJb Mw el~ rK MEA x M ElwAwppt M! ACRICULNRAL LINESTWE 4000 eW0 0p
-i.5 II wound AAO app ~ xow ~ wRAa aR tdaAwD CQN$TRUGTIQN 1. INSTALL THE OIVERSIOJ A$ SOON A$ THE RIGHT NnRW2N(TO a APPLIEo AUG 20-FEB I dwY) W 2 war AYawrs a aN yc u:rnR xq sradRf a qws a n _ __--"lend w n/oaa ti 2'f m E p"w°ISVdae.`~ARiAq NJ decrwNAaf wmnW ro M dsaeArm SPECIFICATIONS OF WAY HA$ BEEN CLEARED AND GRADED. wLWWC 2. DISH THE BASE FOR IFE CONSTRUCTED RIDGE MULCH SHALL $ MiEAi OR OAl STRAW, OR PEANUT OR WA$$ HAY, ANO SHALL BE APPt1ED Ai 1HE RAZE OF 4WD _
1) FxAW['iN WLL MARWIJ rd M UMwwRxr 5 r%E a WDDR NM BEFORE PLACING FILL. PWNDS PF.R ACRE 10 ALL SEEDED AREAS. WJLCN SHALL BE APPUEO UNIFORMLY MiHWI CLUMPS Olt BUNCHES W NoODr wai now daMlt Man[K MD OtKa cewctxwJ 1. 7AAp( THE RgGE TO COMPACT li TU THE DESIGN miu V. a M RL N Lns eqr t0 [u®t Rpli AM MA1EPoµ. MULCH $HµL BE APRIED IWEdA7ELY AI'1fR SEEDNG aND PRETEAPBLY pl THE $AkC WORKING DAY E.co tad Cron asUIM Ater loNlc ~p1K y IaEK~xAtt ir. owR hL M Iwlunudt lof m wl0w CROSS $EC110N, THAI iNE SELECTED aREA I$ SEEDED. N1CNdi S1RAW BY iACI(ING MIN ASPHµi, RONNG, pt NF71WC BY CRIN%NG _
oil 4. IOCAIE THE W1LE1 ON AN UNDISNRBEO AREA, MRI A MULCH ANWORNG IDOL. ON $IEEP SLOPES USE A WLL d5K NARROW SEi 9011 MLL NOi COYER 1HE ADJUST FIELD SLACNG OF 1HE DIVERS'ON TD USE N~eawC~nOrx ~uar(x ix( ~~Aw ~FNe~ A0l x~e~l[anNM MULCH. ww RRR rAMNC d A Mllar arar mold RtRnr M le - Ip~ THE MOST STABLE W 1LE7 AREAS. PRONDE
stRUCna MD M sai. SFCIION A-A gjjyR, A' x 8' TYPE 'B' $EDNENi TRAP FOR WTI.Ei MaNTENANCE ANO RESEEDING • PLAa M pLiP rABNC MIR[x M wX+-uA I. w n xA iArN M ww THE CdJ1RACTW SHALL Ma1NTUN ALL SEEDED AREAS UN11L ACCEPTANCE OF THE wORI(. BY WATCRINC, MOMNG, AND Axo sd. dRxa M rAwK Alas M PPE W1lET TO HELL-DEFINED NEFdNC. ANY AREAS MINK FAA t0 SHOW A $A715FACi0RY STAND, Fdi ANY REASW wMA7SOEKR, SHALL BL A mimic drux rWMew PAD7ELTION,
SRLYMr raAgAtpx AxD 51[fe ro Ixf td a CHANNEL wn ~ 5. IMNEUTATELY $[ED AND MULCH THE PORTIONS OF gFIREA7ED FOLLOMNG INE GPA$$NG PgpCEWRE SPEGfIED HERON. DAMAGE, RESULTING RiW EROSION, GULLIES, M DM; d niwe THE DIKft$ION$ NOT $UB~ECT TO ClCN51RUCTION WASHWiS, CR OTHER CAUSES PRIOR 10 ACCEPTANCE, $XµL B[ REPNREO BY REFlLLING MTN 70P$dL AND Raw dnata tavxrf A xfrAAr Mxd waxa M axRRAe[ a' pd~AO w Rid x[ TRAFFIC, STABILIZE MTH GRAVEL AREAS TD BE REIREATEp FIX.LOMNC iHF rAAS$N(' PAWEWRE SPECPIED MREIN. m to e+ceetl--'~'~ a 1xf SR YM rpMlAllpl fXRa9a14 W M
- 1a IeH rixxkq sgES to M Rxmr a M OM M noRY [w~Mx q= wMM CROSSED BY VEIECif$. USC CF A91PAli IACNING SHALL a ARR[a AT R[ AAR Q O.t Cµ/Sa YDS (tl GAL/1,Op0 90 Fi). APPLYING ASPHAIi SlpuO R r FMt E Nt aEP AxD 1 R[T wa x r _ TACK Ai Ms PALE SHµI BE S11fnaENT ro BOND tOGE1NEq M YULCN PAFnClES M1NW1 gWNG A NFAVY COATING p' Ml .1 pa SaPEe ' pERN BERM A( prM ile Pq0 ARA efLm M nfvAmx a M CRSi R K p ra'M ~ MAINTENANCE PERIODICALLY INSPECT RICNT OF WAY OIKRSIONS THE A$%IALT NA1ENµ.
xAntp~ •RO FOR HEAR AND AFTER EVERY HEAVY RAINFALL BERM sPALw.xr to rWaAR s[DNwxr miAndx . _ _ _ _ _ W AL a, Axo WLL xtPLS sxpuD a of d furRR Rrarvw~aw FOR EROSION DAMAGE. IWEDIATELY RfMOK TEMPDRARY SEEDING SPECIFICATIONS
--------rX"owNa--~ al dsuRF txAr ra slat 1DRMarxa~ wcncx a M fAWAwrr<nt xAS RM SEDIMENT FROM 7NE FLOW ARCH ANO REPAIR - ~ DINE. CHECK WRET AREAS AND MAKE FOR THE PIEDMONT eotmu Nwm a J ¢ AIgAm soE aar[s a 0 alt i. xmMi [rtdD m N[ BOnd a II"~[ AILLwAr Y[npl 11MELY REPNRS A$ NEEDED. MIEN PERMANENT Recommended Appliwtbn Ralea (Ib/nc) _ _
Plan view ROAD DRAINAGE I$ ESTABLISHED AND THE AREA Spaces 10-1D-10 AgrlcuWrDl SUnw 1) pIMNMNCr M wwm RNe1fD e1pA SR4MAY p)ild wpm, M Seeding Dates 54ed - pwM d M RMS ww n1 sa sLaP[s fXr[Ngala ro M ra ABOVE R1E TEMPORARY RIGHT OF WAY UIKRSIDNS FNtihR Llmealone a M OwR rLLFD [xBAMKM [[e M 1xIpDeSa d M sLNS a M suwxr ann siRUCnmF Ar A uwd a a IS PERMANENTLY STABNIZEO. REMOVE THE OIXE ANU
u11~ 21,In~ „ve,M1118~~1 A5"~SUq prnw~rMR~APw~ra uaL xo taxsrlroet[o ro drd ro FILL THE CHANNEL i0 BLEND gR TH RTE NATURAL JDn. 1 - Ma 1 Annul Lospedero 120 1 / el xAropAL uaD x M smM s[cTw sxaLU a RaL-glAttp z~ M nRR CRWND, AND APPROPINAIELY STA&LIIE iHF Y (KOM) ~ 750 7,000 4.000 ~K6 - ~ mR a craw m oso qz[ a e Nees paASS n EnWgl MAW([t d5TUR8E0 AREA. O
- i ~ ~ 4 n min '..I abe A axtRa saWr s ~to+a+dD~Arw A NAnud stag sa a w - L - W e and EmwRacr alms M s ae MAY a w xAaD Aro M dwlu RIP RAP OUTLET PROTECTION MOy I -Aug. 15 German NNbt dD 750 2,000 +•000 (n s II RD b2-wR srdES xDIwED 1xro M Mxos d M LAAaR smRS M sme TYPICAL WATER BAR (n n RI a Hue sNaA.D R NYIp, MCMLM, AIO NXMI Y RAmFR-RCAaiMT N.1.9
:I eke Mope C N 1ae ~ xoww e.HNd lop p( Yw. M qsA Md M ra a M sPUwxr to NW stpAMrt Nu Aug, 15 - DoE 30 RSwgron 120 I,WO 2, WO 4,iW0 G - gwnd ur darn Y~MI( Ir N p~IEL ~ MN(M aMN tMApiR d M %N6 Awe
~ ] If I mn la) M aM SxpAO a a[a0 wuaRLY NRR II 5 ww.i. Z Slme nclion /O~ W
xpns U w BERM WITH ROCK OUTLET L RR wDm "AWES aRNDNC MPd M quNAa AREA Had[ ,R GENERAL MawTENANCE PROaaoNs
ann. BARKER N.is. z LxxmACra io EIa3,RF FMtx aWM exRNUS aWOw daps anJt NRl Inspect temporary erosion control devices After each period ro Ixsinh sroAM wARn nd5 to xot RmA55 M RRR arNt O
EDGE WA1ER SAND FILL p( gigniliCGM f0in101. (;heck deViCBS IOf ri13, Br09i0n, ar ~ ^A Q ii,~ piping, All areas should be stabilized within 15 working Boys P=' LaL
PART z 1 ) otter construction m that area. All areas damaged prior to C - - /eAARI[ft establlshinq permanent slabllizdtlon shall be immediolely ~ J
! reestablished Z ~ a E PART I SEMiR LIMNG
LINE Rf-DmREp p Additionally, the following items shall be performed in W 5 ft fRpA S7AlIDN TO STATION BDiiUl/ accordance with the s Oclfic GOnslruCliOn details On fhB O I" 72" N.C.0.0.1. M57 - SAND Fql sheet D N Washed Sto min ~'_L_, LINE A 00+66 to 00+84 12 CLASS I RIP RAP PftpP. HPf. U y
t.b It LINE A 17+62 to 17+71 72' CLASS 'I' RIP-RAP SILT FENCE O T r NORTH AMERICAN GREEN SC-150 1. Sediment basins ontl Intel protection devices shall be L a0i fo 18D0 cu ft/acre ~ LFS RC~,(1r„Y~ , ~7 "o LINE a 19+52 to 19.54 CIAtl 26~YE eleoned when sediment has occumulDted iD one-half of the ~ U
U' ~y~l1dJC~T;>L r CI of E LINE A J2+1110 72+30 6 CLASS B RIP-RAP de9i n de th Of the devite. The 9Cdiment Shall be IOCed W ~ LINE A 41+88 Ip 14+92 8 CLASS B RIP-RAP CON$TRUCTIDN SEQUENCE q D D Z
~ - 7 0lo a( 4 12' GA55 'P AIP-RAP In the disposal area or opDlied to the lend oreo~ Any `r{ ~ _ WNE a 62.24 m 6B+ 6 1 ca+STAUCnaN SHAD BE PEAFDRMED Wlwc tow FLOW PERIW$ gravel (ocings contolned by the sediment shall be roplaced Q with clean roveL
Cross section filler fabric LINE B 21186 l0 22+21 15' C1A55'll' RIP-RAP 2 CROS9NG$ SHALL BE ACCgAPU5N4D N A YAw1ER R{Ai MLL NOi PROHIBIT THE g O N N LINE A 30+22 l0 30+51 1Z C1A55 I RIP-RAP STREAM fLOW LINE B 48+91 ID 19+13 12" CLASS 'I' RIP-HAP S 1N[ BANK OPPOSIII Of THE COFFER DAY SHALL BE PROTECTED BY SAND BAGS 2. Rp-rap, silt fence, and earth bBrm diver5ion5 Shall be \ Qw _ M[ WMMUM lENG711 OF PNOlEC11011 REQINED IS 25 FT ON EACH SPE OF THE ins acted for Brosion, diS IOtemenl, breaks, overruns, and
LINE C 01+00 to OB+00 NORTH AMERICAN GREEN SC-1S0 COFFER DAM, Ai A HEMMIN OF 2A' ABOK NATfA LEKL Tlf E%iENT a D D ' - PRO1EC710N MAY VARY AS DWEC7ED BT MC ENGNEER 011 AN INDMWµ. BASIS, Ex0es5iVe SedimBntOtiOn, These dOmOgeS sh0 be rep0lfBd ~ W Design 21. UvorfBl 6" A wsruL NoN-ERROOIBIF BARMER ARgIwID y2 of eROS51NG by returning the device to its design condition. ~ Q,A
settled min for setUemenl 5 N51µ1 RTER FABRIC AROUND NSIpC BARKER. oD ~ , s PLACE sAND FaL Ns1oE eAlae[a. 3. Seeded Dreos eroded prior tp permanent stoblizoGon shall Q. y _ o be regraded os necessary, reseeded and mulched until a L7) W
3 4 Il min - 7 ExCAVATE PIPE TAENCH, 1 'S %~~•~1/~ -1.5 0 u `~2 T side :mar enc 3 3 J- 1 e Nsau PIPE suitable surface Is achieved. Z W t 1 f sl a max 9 Y ry z. i s eAanu Mrn Cg1CfEh Axo/aR EXUVAIED YAtEAIµ to oRlaxu PAWR.E. O Q
s N ^ n U ~ ~ r ~ Dy-Pass 1 ~ s I ~1 " ~ 1~ to afuoK sw0 nu mpx nu Fit" ~l, ~()~p(}T ` ~,1 side elope 6 below II REMOK FILIEA FABRIC AND BAAPoEA. IDbrlc \ ~ r\' max NOiufial SB111ed IOD 12 IMYEDIATEIY REKCETATE STREAM BA1fK BY SEEDING ANp MULCHING.
~ F-- ground of dam vARES I'-0' 3 It - IJ INSTAII tEYPOAARY SILT FENCE. _ 11 RELOCATE TO OPPOSIif SIDE Of S1AFW ANO REPEAT ABOK STEPS. min CLASS 'B' PIP-NAP PERMANENT UNNG NDRTH AMERICAN CHEEK SCIeO IS MIEp WATER MNN HAS BEEN WSIaL1,ED AND COffEN DAMS REMOKO,
MTH GEOSYNiHERC FABRIC LINER OR EWAL FOR 7EMPCAARY UNNL CONTRACTOR SHALL NS7ALL CLASS 1 AP RAP MTH HL7ER FABRIC ANO S10NG SIOne SBCIiOfI UNDEALAYMENi i0 STABWZE 51REA4 BED.
H CTI 1YPICAL DITCH SECTION rse'R 1-s SxAU eE T x I+' x 1' To PRDmDE a VOLUME of a94 cF, wfW TYPICAL DITC SE ON
SITE SHALL DE 4' MINIMUM. NT$ NTS COFFER DAM STREAM CROSSING TEMPORARY SEDIMENT TRAP $jj~'AM CROtSINGS and DITCH STABIIZATION STABILIZATION NOT To scAl[ 25
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