20200122 Ver 1_Plans 1-20-20_20200120

cOtds'TRUCTION DRAWINGS
CIVIL/SITE DESIGN PLANS FOR
NC 96 /KEEN ROAD SEWER EXTENSION
HOLTLA E
HOLTS LAKE
S,p
A6? FOUR
';10HNS70N COUNTY' OAS US 501
VICINITY MAP h
SR 7782
SR 1550
SR 71(',7 1�95 ROJECT
OWNER. -
TOWN OF FOUR OAKS
304 N. MAIN STREET / P.O. BOX 610
Four Oaks, NC 27524
CONTACT Barry Stanley
TEL: [phone] (0)
EMAIL: to0carlOgmail con
FOR TOWN OF FOUR OAKS
I
__ I OF ,i_R OAKS, NC
JANUARY 20, 2020
1/10/20 - INITIAL AGENCY SUBMITTAL PLANS
REVISION L - 1/16/20 - ENGINEER'S CLARIFICATIONS (ENVIRONMENTAL'PCN' & NCDOT SUBMITTALS)
REVISION 6 - 1/20/20 - NCDOT DRIVEWAY COMMENTS & ENVIRONMENTAL'PCN' SUBMITTAL CLARIFICATIONS
SHEETINDEX
SHEET TITLE
SHEET No.
NOTES, LEGEND, AND BRIEF SPECIFICATIONS...................................................................1
PROJECT OVERVIEW MAP.......................................................................................................2
"DOWNSTREAM" GRAVITY SEWER & FORCEMAIN - PLAN & PROFILES 3-6 - 6
"UPSTREAM" GRAVITY SEWER OUTFALL - PLAN & PROFILES7-8 - 8
SEWAGE PUMPING STATION SITE PLAN & DETAILS (Ind ELECTRICAL DETAILS BY OTHERS) ....... 9 - 11
SEDIMENT & EROSION CONTROL PLAN & ENVIRONMENTAL IMPACTS PLAN.............12 - 15
DETAIL SHEETS.....................................................................................................................D1 - D7
FINAL DRA WING - FOR
REVIEW PURPOSES ONLY
(NOT RELEASED FOR CONSTRUCTION)
SEAL '-
A 025487
BRL ENGINEERING
& SURVEYING
112 East Johnston Street
Smithfield, NC 27577
—.bH......... ng.com
Office: [phone] NCBELS Firm
[e-mail]
Field: [phone] No: P-0323

LEGEND, SYMBOLS, ABBREVIATK)NS
SPECIAL NOTES - HANDICAP ACCESSIBILITY
LEGEND (SURVEYING)
LINES SURVEYED
OTHER LINES SURVEYED
LINES NOT SURVEYED
- -
RIGHT-OF-WAY LINE
-
CENTERLINE OF ROAD
CC
- - CONTROL CORNER
OF
EXIST. IRON PIPE FOUND
NIP
NEW IRONPIPESET
EIS -------
EXIST, IRON STAKE FOUND
NIS-------
NEWIRONSTAKESET
EPKN................
EXIST. P.K. NAIL FOUND
PKN
NEW P.K. NAIL SET
EX. MAG..........
_ EXIST. MAG NAIL FOUND
MAG---
NEW MAGNAILSET
EX. RRS-------
RRS-------
EXIST, RAILROAD SPIKE FOUND
NEWRAILROADSPIKESET
ECM
EXIST. CONC. MONUMENTFOUND
CP
-- COMPUTED POINT
A. G.--------
ABOVEGROUND
U. G.
UNDERGROUND
R/W
RIGHTOF
DB
DEED BOOK
PG
PAGE
PP
EXIST, POWER POLE
ONE _�.__�.__._
- EXIST, OVERHEAD ELECT, LINE
LP
HYD................
EXIST. LIGHT POLE
FIREHYDRANT
WV----------
WATER VALVE
WM.................
WATER METER
CO
BAP
CLEANOUT
BACKFLOW PREVENTER
RED
- EXIST UTILITY PEDESTAL
SVC
- EXIST UTILITY SERVICE
FO
- EXIST. FIBEROPTIC
UGE
E/P
EXIST. UNDERGROUND ELECT. LINE
- CENTER LINE
- EDGEOFPAVEMENT
SIC ...............
BACK OF CURB
SW
DI
SIDEWALK
STORM DROPINLET
CS
STORM CATCH BASIN
SSMH
SDMH----------
SAN. SEWER MANHOLE
STORM DRAINAGE MANHOLE
LEGEND - CNL/SITE
EXISTING PROPOSED
-----a-v-(ALTERLNE) WES
V
Dgo BwvrOfF kN
pad HmRANT H}
Ixd v ►�
o REDUCER r
EFTER at
-----aw-(SA<wER=Es) M
® NANH
........• ST.. ES)M
CATCH BASIN O
0 CROP I1tET/1AND INLET
OTHER SYMBOLS
wERNTUTr POLE
u r POLE / AREA LGHT
®
��,,rr .,� P L rr v4xNnPULP wA cHr
0 ®PEDESTAL o
------ Po
ASROwRNmtt LINE
--- GAS LINE
--- - -MODINGROUND PLECIPLI LINE
G 111 ICA11I III
- ..- TREA.1CREEx/SVER
PROP. DITCHES/SWALES end UNFM
PROP. DITCH/swA1E (NOADSIDEAINOF)
PIRM DITCHI (BULLET)
-rrvr_» siR0E . wry/AcGoSy SArvLGLE
DEPR Eou
sIUPuW�awcV EaAL Bu
n/JNINGrsNmeanm
Ml
LEN ('PS - sANIrARr sExER)
u
wV
CLEANOUT
V =GA. VALVE
eV =BUTTERFLY VALI
.a'. IACIPLII "Ell
Asw (Ok oT VE T PS))EHBLr BFP
TO rEr (NCoor LTP)
"a/:' DOINSPOUT
­11BIE PIPE
'B/C =
'F/C moRB (AT FLOW LIB
PP - PBwea POLE wAIGHT
BRIEF SPECS - OVERALL SITE GRADING/EARTHMOVING and FINAL SURFACES
NOTE: TO. ' d fie aril ovation" ct. m rat.I.N., aball be witnw a rated trench. with
proK prim i an xc proK a Wing sewer pipe n exc
a.dk ent o the , and then A-p a ontl compn=tea -d-rely in the trench aN , . ° .No
date urudin earMmovin a conducted don oat of Mis jael c. e t for them ,actin at the site of the owed
statio9. p is .volt.. s all be en co dance with c Went meusn 9 t auras fe, ducme Ir pop and
PVC ppipe neC-ty H xcThe se u hmorin for construction at thee
proposed aewagehpumping atationanbut am y aeao applyinlimited. porl'ions along the aewerelinea. g
CONSTRUCTION NOTES/SPECIFICATIONS
GRADING - SITE AREAS (ie. BUILDINGS, VEHICULAR/STREETS, OR MASS GRADING)
1. STRUCTURAL GRADING &BASES- MATERIALS &METHODS: CONTRACTOR shall be espondble Wall earth material and base materials
moved and used M ALL grdec areas (partlwlady for Mis Site... abng Me sewer trench exwvatl... AND ESPECIALLY fir site concoction at Me
.wage pumping-1,M). CONTRACTOR shall ensure Mat all material for such areas(whdherfrom onslu or hauled4n)is suitable torlhe
Intended use. Compaction to both subgade and base materials In Meaft and other pavetl v,hi,ularareas shall be In Goolelnco with cunant
NCDOT a NdI o, as specified in a separeW s4aePedfic gectaoukel report (mo, Special Note ii. below). ComPed ch for both SM9Gtle antl
bee. Had" in streets and dine, awed vehicular areas shall a in accordanmo with cu-.t NCDOT SDEHMII or as rec,nmeld. in a se re
P O W
eoeaER11, Ire rift livable sae) dal Notefie. below). M wodrind-n NCDOTri n ppIiG Shall be In ANY OTHE withthe NCDOT
9 w PP ( Pe ) Y g 9 Y
Snntlards as well as to ro a of an a I', au NCDOT d ro FG, g t this also a lies i work in ANY OTHER a ,cabal P v PP P ( PP PP
ufili In me a andtheira sSIBI ndartl, an c or I, SHOO lift,
For Atli outside of dativehlcularareas orbueldin
ty 9 Y Pw . P I 9 rg in areas Ind 9
eras coin an shall a 95%snntlard rocbr coin actetl'n Binch Ps unless oterw se s Metl or unless dated othenVse'n a s Les cific
BIDS,
Pa P p Pec pe
eotechrplreW d
9
2. TESTING(COMPACTIONI. QualN Contml fFidtl Testinal CONTRACTOR shall proud, for proofmiing and d,,d,d naepenaent field testng
forcompaction of subg,d,, and stone bases forall vehicular areas (streets, path rig, etc.) and any bu Itl n9 Fedslfounaah... ; and prow ere the same
f, any other gaded areas in conformance with these specifications orany referenced GOERX s as applicable (see previous Note 1).
CONTRACTOR SHALL PROVIDE FOR ALL PROOF -ROLLING, BASE COMPACTION TESTING, AND ASPHALT TESTING FOR STREETS OR
DRIVEWAYS IN ACCORDANCE WITH NCDOTSTANDARDS. CONTRACTORshall rovide o ENGINEER, dedfiedw of roof -,Ili, &
P PY P 9
Id.edon red uG PrGj from the Intlependen[ testing find. OWNERIDevelopM or ENGINEER will not perform, or a esponsible for provitling, any
fieltl testing on Mis PRajad
SPECIAL NOTES FOR ALL GRADING & EXCAVATIONS:
I. EXCAVATIONS and Related SOIUSUBSURFACE INVESTIGATIONS o,CMI DESIGN STUDIES:
• Excavations: Excavation work (fo,gretling AND/OR trenownd mea a ue"itleretl CLASSIFIED for Rack mdnal an etl unugebl, sdl when a
Decific cause or provision has bean omvklad in me Cwsbuctan Documems or Contisck ALL other excavation shall a Considered
UNCLASSIFIED. For Mil project, rearb wnbacteIANMOWNERand CONTRACTOR.
It. SOILISUBSURFACE INVESTIGATIONS or OMer DESIGN STUDIES:
• Site Soil Bering, andlo, Gededdcal RNI To the ENGINEER', KX Aetlge, Mere eve been NO pre-con-ction investigations matle using
,,it borings he confirm Me existence or rwnexistance of rock, poor roils, or other possible soil cor-I below the surface, OR to d... ify soli
types. Therefore, there have been NO lake epedfic angineeretl designs or rewmmand,tlons made regarding ,It sbuctu ee, subgmdes, building
keds, Pavement bases o even pavement thickness. All design and construdion for such materials shall be in accortlanee with appropriate
shndards; or acceptable Industry pach..
• Sub -surface Utility Locations or Other Sub -surface Investigations: CONTRACTOR is responsible for locating underoround utilities antl other
facilities prior to construdion are the prooctlon d utilities during wnsbuctbn. To the ENGINEER', knowledge, there have been NO
-wnanNadumin,achations made usln ewvalians Ilinhaatl ulrnent or round -an, Hun techn.lo to determines reolse
Pre 9 9 x .PPe n9W P 9 P 9 9Y P
... tio,(,,the, honae-I or verbal) for utilities or other poosible haues below the surf... Where evitlence of utilities or other fiodtee was
evid.nt at Me surface; such evitlence was fiend located by Me Projacl Surveyor and indicated on Me Plans (see Existing CINIOGIns Survey for site
hawres and cantlXions). The discovery of any unknowdunforeseen fadlitiea M.andt- in Me fieltl shall be repodetl immediately to Me
ENGINEER; and additional time, services, a expenses may be required to make app,priaea adjustments.
ii. QUANTITIES: CONTRACTOR shall .dims t, all ear, hadr, quanfibaa based on Me iMunafilaNnESOMM, in Ines, lowing antllor existing/pmposed
coneure ass lioable and shall bid an lum s wntk or aVd, wANdI pricing cCorden to his own take-fla. ENGINEER has NOT ICTNndA
PP Y t o P P crag a 9 Po
sepaatenkeoR h do. net Duke in. c. amities. For tlesign ofl co Fade,, ENGINEER has setthefmnhch IS Rodlde depth,
eadhwark as much
as l urfEc (whichane, net Duke intoconsideration Unknownsoilconditions,or otherdeviled..CIL ohs suchastopsoildepths,nowl it, sills,
final
and basematerials, a.) and ENGINEER makesnottog,d, -rende texactearthworkquNdItsoreeunwdsin.
CONTRACTOR shall make request to ENGINEER if any adjustment to gases area ,li g,aotl or necessary iti order to try and balance eadh ,,.f
to reduce Impor o wasu material. If adjustmenn are requectea, CONTRACTOR shall give spwific infortnatlon regarding the extent and tlegree of
reds chart es or other chap es to me Ian. OlhervAse CONTRACTOR shalle�ea risible forallim or .,wean material asnmotletlbbn enY9 B B P W P rg
the ails to finish gretle.
iti.EROSIONCONTROL: This sfi, didurbes GREATER then 1.0 acre' and therehre an erosion control plan I, req uiretlbmestateerosion-Bul
ednor NCOEE w,nealnea roved Erodon Conantdi--Mall uiretl erosiAM NO 6a.nadletion CONTRACTOR shall vitle dY ( ) PP req Pro
any/all erosion measures as neetlnd to keep,ndiment Conninnd on-aM, in aaroraanca AM NO Setlimanntun & Eroebn Control Law.
iv. FINAL TOPSOIL&SEEDING: All denutlM areas left expose shallesnbiland withinashorttime tomato preventeroaion in acwrdanmo with
the Ground Snbil¢ bon Requeremenea in the Erasion Control Plan (wfien applicable); or otherwise a ,Ming b an approvnd seasonal mix, wM a
final strew mule antl hick corat Finallp,N nenl Beading cover sh,II1a s as ccounlinaleal between OWNER and
CONTRACTOR (and in accordanoe with Me Beetling schedule in the Erasion Control Plan, when applicable).
• Topsoil shall be spread appmveealy in areas for final seeding and INCLUDED as part of. -at gading o eafhrrs, in orderb facilinte Bass
growth firpermanent,ceding; or plantgrowth in any undscapea areas. (Stwkplle any topsoil for later use In areas Indicated on Plan, oothervAse
IS cooeinded with OWNER).
v.WASTEMATERIAL Any usable wasu material Pubenin aft,fi-had odes have been esublished May betlisthbuted In RXa,N G
9 9 PProPr
CONTReliTORL dialurbanca,,pd, u orizedby OWNERantl ENGINEER. Excessmatenalnol u4lizedwaile a NCE)r tlicf-ddby
CONTRACTOR Notify me appropriaW permifling aulhorfiy upon any gretling eyontl the limits of tliswrenmo (esp. NC Div. of Lantl Reswrmos g
applicable fit erceion control and/M local heats tlepeNrent If applicabW far mopfic systems).
CONSTRUCTION NOTES/SPECIFICATIONS - ASPHALT & CONCRETE MATERIAL & METHODS
1.STANDARDDESIGNS: Maeials, awe-seMbns,thicknesses, antl othM specific tlesign, for asphatlandlor wncreea pavements (and even
ndestriadddewalk menu on this Plan are esetl on NCDOT,nndards w desi n, , o he Co tea ,nndaes w denel,. See
P pave ) 9 M ep
typicalsections,deatls in theseplans, or referb NCDOTsnetee dappropriate referenCo sundae.Any .ter asphalt Concrete,an
other aWcwal manuals as maybe uses to this project have not been tlesignetl or engineered and CONTRACTOR is responsible (orany
Special tlesign or engineering relatetl b other such sWcwal matndal,.
2. STANDARD CONSTRUCTION MATERIAL & METHODS: CONTRACTOR is NEAXMGble no, GO asphalt and Concrete pavement matenals
and relatetl constmdbn methnd, on site. All as halt antl Concrete eels and methods on this sin snail a in accordance with p pavementmar
.rent NCDOT Snndable Any work In it., g -h, nt NO f- I,o sell a in awortla YwM the NCDOT Snndards. as well as to
pmvidons of n applicable III Permitoende) achmenl(Mis also appliesbwoe in MY OTHER applicable utilitylrght-of-way and their
apPlicoble ctantlaes, pertnin, , encmaMments).
3. TESTING: Quality Cwtml (Fieltl-Testing: CONTRACTORsha ,-ideforsnnaaeind,P ndentfi,Wtestingfodensityofasphalt,
crew strength, slump reds, or other fieltl fists, AND in conformance with Me aev I-nced sundaes as applicable.
OWNER/Develop. or ENGINEER will not perform, or be responsible brprovitling, any( field Dealing on this Project Quality Assua w CONTRACTOR shall be responsible for assuring Mal all produmod pre-fabdoated are pre-manufadu ed protlucls and matenals Gre
aument for the inter, ad use and hatod according the required NCDOT Standard or oth-imo according to an acoaptetl ind.inq standee;
AND CONTRACTOR snail provide cenificatbns antl Omer tlwumentation verifying such prAdud testing upon request by ENGINEER.
4. QUANTITIES: CONTRACTOR shall bitl any and price asphalt & concrete items acCording to One isms in Me BID SCHEDULE. Fw all oth,
asphalt & Concreea Rams intlicatetl on me Prins. CONTRACTOR shall take oR all quantites baseG on tleeails, typical sections, Omer
m as Collnd Mron the Plans, as well as me existing and Pmposnd profile gases antl, cwbure, antl shall inclutle these isms in
anyy rlum ump sla um work or induce such items within Omer potions of woe.
OVERALL PROJECT INFO
GENERAL NOTES
ONxrRd IGN01 Gs
I. PIa M1e wan wings ore designed, engine. ntlprotlucetlinawoeanre-M 2l NCAC 56-1antl. Im3. Eacn Pon Pteer wlHun
M1e Comhucaon Drawings s an hat be �onsiaered M1'nol forconshucM1'on unless-ppropnvhrysprled-Mseoled by Eng'newvs-M1'rwltlocumenf, addition-Ily, axslre
finite ontl-pprov-Is hom vpwapdare ,rate &local agencies musrbe obf-inetl pnorro begnrung ony conshucfion vcMityrel-fetl b v pemW/oppovvl. Contact
avet_HI
2. werrp,. s Of Hxs Sire or Do el Of land in -in werbnds. me Site or p els or land -A, hereon nave nor hem checked ror werlpMs w Good hmprd
s ryINC EOl, ontl anyoM,redemt srarewbcal regwlnon of gecrwl,eTl See Special NAW26elaw of Ergineers(USACEI and NC Departmmror Envuonmenfd
Q.ou
3. Rlp dofhndb bmretlinabasln Mal mayaLnied ,-edMan zheam buRers. Wrmwwhrwlzrream hex tlerarminarblLs pare rwr been
elager.churn.C.fed szo01h.ecenfiea wnol P n 6- [.-In eeffon cote,l forraladafinednpananburcers on Imo
petty antlOzucn boHersamay exist when Indcaletl hereon; however, rules vary hom bavn to basin antlownefshoultl consulfNCD[f] wa bcaltldegaletl aulMnry for
n regarding barcerlo.Ph.n ana ony wn,na=n.n mar may impa=r me bdr,. Engine,d.e,,ar arrvm, marnp,lan barer, d.,,do War, exar wlrMn
awry of me Sife o,suble<r Pa
pedy. o col delegaredaurM1arrywnerM1e, anydbnes snwms canals etc. matexisr on
M1e sI 1PUipmperryare buttered wiwfo ony conshucfion See u-No e26dowO.o
d. unxaes: meEnginee. does nor cake repomiwxry ror pnde,eropnd pnxaes nor,nown nereon.m ewdoesn-r wrm,m-r-n-rare gopna pkn'lbs ore town, pMeu
.-xyimh"i nro ao so-ndsp=n pnxae,ore=ro-drm-n:eain me vela peon-enginee,;rg:green bwng..mooed m noperlrown Pnalweonha=rwi:
Bibb fore, k, Me bcalion of pH vtlnfes prior fD anyconshudion. NDANEngineerimmed'arery?mare appears ro be pconR rwiM conshvcfion as proposed
See Specipl NDIe 3 bebw.
.perry nfD: PropeMy'ntormarion shown herein may betaken hom deed'nformplionwan acfuplgroundsurveybyaGcensed Surveyor See Spec pl NDledbebw.
65h gnrnor Way .Tpwdizbkanh .Py N,C.wNad bad) rig hence. coledhe.n. nca Nlo-, calpro rarcnrvec orornnrefererrces as cwreniryk ntl
,dry avanabiarhomp-trecoe,wony recovereaflda evidence as inaicared hereon. Shear R/wizsuwec warn, surreys eomxlegal ills
be polity, aSeaSe INow 4bean. fences ofrecoe. sheefrigl,f,l-waysMtAtlbe=onrvrmetlln wnrvngby NCDOiwbcal
nl=IA—when conOvtlered necessary bylOwner. Sea Noredbebw.
AI spaees or notes Imwring ownership on rM1ls Plar are bken hom =Imenr Pubxc records. Comdl an aHwney aflawregarcxng actual legdowrlersM1lPond Xde.
& FOlootlpbbt� See special Nob 4 bebw.
aAUADDITONAL NOTES FOR PRw[cr/coNnxunroN MAwmrs:
I. Purpose: ine eof ALL of me erglneeretl Conimcrbn IXawings is ro dawcfmyout secliont tleldg ontlspecincalions as necessary forslfe Conshucrvon demenh only
(ou mbg evebpes wfoolpnnh which may be shown hereon). TM1 se pbm tlo not express orimwYany Buxdng wshucNrd tlevgnsoranyomer
aingcodeyAl delements. SA. engineered plans by oP- to bunN'ng and outer tlesign dements.
1.En-WeHands, the- unsdicl' al Streams ontl Rlpwbn RI- indic-red here is token wlvdem
.cords AND I- ntby R&mwn AND held top drevbsH menblw
xmih ontl fM1are ore porenhkAHrHp-=h ro rclese ore.. such orevsuore ind'cared on HIe pbms-M finvl�veri"cOCn of weibntls womwjuTrsd Iwed, Me
Is SINt PENDNJG
AS OFTHEDATEOFTHISPIAN. THESE PLANS ARE NOTIONAL ON111 USACE(IS Armv Corps Of Endneen) AND NCDEQ INC Division or Environmental QupliNI HAS CONFIRMED
THESEAREASANDAUTHORRED NYPROPOSEDAPACR. NOTIFVENGINEERPft RTOCONSTRUCTIONIFTHISNOTEIS. PARTOF THB PIAN. Riporipn buttesosMwn
wmafe only antl exist onrybeyona me bounaoryof mB subdvivonandouradaorany ConzhucNonzonez. mererwefnaraoreno Pmpozao Mm nbzlream
Dund vfiNrie h be aretlb fieldobservafion on p best ps zsde Ev dent abov ntl vM1Nr'es ere (era sane edb ERL
9 Ns
-.lone
f "n /Toro tzurve ror these ens. Nos ecla u/M bwlonsor xabo Mot un re
w rvng a s,�xveWrg as pa w g p graph y w p ry m,kings Levin vegmu derprounnJ we
rreyng
g ripbyRlgnbf WaY o 'gProo.LN Proposed Earemenr Surveys are ,NII bee,oeasemenl AVER I properryacquNHon me being
yOWNER ,.paint. ohs. ohs ucrons allNoi begs unl'la Basemen eve nobidrred o maVexexBengnh ofcoreemnarvonrc
,ece
-1 Topography: Edsrrng topography was rake, from a recent hem survey by BRL Enrynewi,g a surveying.
AF.dpbin: or cpedytloes NOT grapniwllyopcearro be in an area or special A,- Mzard o, 100.yew RodpNln as d.N MAd by Me FEMAF IH,u Rafe
No .3 10166000K, Ercechve Dare d/10/18.
1, A=cenibrfi h-ndeu v essib'G relatetl ro Mb - o aDa Re vl s. 20d0 dontl, TCde u of'Ti11e M'28CFR 3551 w'TN, N 28CFR
ad3d subpart Du-s-pPaCoNA, °s TCNADAAG ar36CFRPowrt n1H pendces R&D) co shu=ronshN1_oAu -Sl I AM CCIANsI Itl.l bbsr vemon whchevws restuddML An accesd ,C.N, ucdonre dfOrmnspwrpr'Onra=xdo,N,wlconrormb USDOTADASrandardsrw Trpnspodalion FC,Nti s, 4. Seeplso Specpl
N.Ro-AccessibixN'thb sneer to, -do- rdormprion.
8. Ufixry ftelocarions: Ownershall coordinate ANv rerocONon of existing overhead Nnes ande.Callo k,u refetedbnorequire0 wM Me vfiNN povider.
a. cpmhadion amMwa':. reararenaa aaab wanmaer ra.apwbawa rerarenaa amndarax. sea .Coca rwbnar:oadRdarrom.
BRIEF SPECS - STCRM DRAINAGE
CONSTRUCTION NOTES/SPECIFICATIONS
STORM DRAINAGE GRADING (le. TRENCH EXCAVATION; BACKFILL; BASIC GRADING)
1. STRUCTURAL GRADING & BASES -MATERIALS & METHODS: CONTRACTOR shall be
responsible for all earth material and base materials moves and uiretl for stone drainage Fading, pipe
trenching and backfileing. CONTRACTOR shall ensure Mat all material for such area,(whetherNo,
on-dte or hawed-P)a-all, ter the Intended use. Compaction for subg,d,,, trench bases...
backfill, shall be in accordance AM current NCDOT Sandads. Any work In existing NCDOT
r h -wa shall be in acwNan�witD Me NCDOT StendaNs as well as the m nsdan
epplimoble NCDOT pannit.-Cheachment (Mis ale, applies to work in ANY OTHER applicable
ubli /ri M,fxre antl Moira I'mable stantlaes ds or encroachments.
ty e Y PP .Perm )
2. TESTING(COMPACTION): Quality Conbd(Fieltl-Testing): Nofidtl-eastin Co n fir
F( miction IIII g)
rmdaba uiretl UNLESS uiretlD a a IicaDle encmaMment or aM1 of ana n ge m req req y n PP P er ie
approval:, which case CONTRACTOR shall p ill e t B such testing with an in, Go, nt/ceNf d
tedd d,g,ntNER/Dedt. I HOWEVER,
EVER,E 16 C dorm,eres o Method,
ch
9 p ce P P 9 Y
fleefield ENGINEER
Prod IF the, Cent rACTO math pror,fier s,resus, in
9 k P p
tefleldandnd p.... than CONfieldRA test then CONTRACTOR shall roing to
OWNER
however, T test passes then CONTRACTOR may creel t the charge fir listing to the OWNER., a
subsequen[invoimo.
SEE ALSO 'SPECIAL NOTES FOR ALL GRADING & EXCAVATIONS' UNDER OVERALL GRADING/
EARTHMOVING FOR ADDITIONAL GRADING NOTES/SPECS.
CONSTRUCTION NOTES/SPECIFICATIONS - STORM DRAINAGE MATERIALS & METHODS
1. STANDARD DESIGNS: Materials, thicknesses, crass -sections, antl olherspecific daegna for storm
aainage Structures & piping; including concrete (whether case in -place or precast): block; brick;
castlngs; pipe material; and any other storm damage material on this Plan are basetl on NCDOT
standee dehils or designs, or other a<cepteG standards or Gentle. See typical sections or Geniis in
these plans, or refer o NCDOT suntlaes, or appropriate reference sundae. Any other structural
mderialsor roducts which,,,o,und,do,notdeuiledinthe lansors cos have ratbeen
P P v )
tleai netl M en inmorem and CONTRACTOR or Su liar is ree risible fora, a 'al tlasi n ,
9 g PP W Y Pea 9 0
en Inceri relatedbother sgchswdpal materials.
9 rg
2. STANDARD CONSTRUCTION MATERIAL & METHODS: CONTRACTOR is responsible forall sbrm
damage manuals and reload contmctiw methods on slu. All storm dalnage TRODNI s antl
mdhods on this slu shall a In acwrd,,w with current NCDOT Sundaes. Any work in exiting
NCDOT rableNCayshallbe inlund-Olhwith N, NCDOTillto es, as well astheproWdonsd
n applicable NCDOT permit or ewroecnment gnia elw applies b work in ANY OTHER applimoble
utility/rghbf-way antl their applicable snntlarda, permin, orenagadlmannl.
3. TESTING: QuarLt Control(R,1,-TeAI No fieltl-tech of roducts or material for sbrm china e
9 P i
crequired UNLESS regwrnd by an apwicabaencroachment orpas of an agency approval; In which
case CONTRACTOR shall, ,be forsuchhsting. nthi,P j,d Iper or
ENGINEER will rid perform, or be responsible br providing, any) Itl in the on an projed. IF
HOWEVER, insufficient ONTRA,manfulor mdhnds aresuspected inthefieldand ENGINEER
Deers a field and; Men CONTRACTOR shall provide fir such testing; however, if ost passes than
MannedCONTRACTORNT CTORhece ebrustbi btheOWNERonasubse a e. Quoin y rg g q eel invoc �
Aawanmo: CONTRACTOR shall be respwdble for assuring that all produced, prefabricated and
Pre,inal N DOT products Ind matenals are sung M for the intended Ira. ana teased acwm'Ing he
CONTNCDOTsundae,orotherwiseaccordingtoanacceptedindustrystandee;AND
CONTRACTOR shill pmvWe ceNfications and other Gwumeneation verifying sac, protluct testing
upon request by ENGINEER.
4. OUANTITIES: CONTRACTOR shall bid any U,it pace storm china items acc.en to the items in
the BIDSCHEDULE. Forallotherstormdamageitemsindicated me Puns.CONTRACTORsell
take oR all quantities based on denies, typical sections or other dimensions as Idled or on the Plans,
well,sth.existirgandp,Po dprofilegades,nd/orcontoua,,,d,hael,,d,deth,w In
any lump sum woe or Include such items wkhln other potions of mM.
SPECIAL NOTES - ACCESSIBILITY FOR SITE CONSTRUCTION
Any construdion for handicap accessibility relatetl to this plan shall conform W ADA Regulations, 2010 Standards (matle up Gi M le II"
28CFR 35.51 or "Title III" 28CFR Part 36, Subpart D, as applicable; plus "2004 ADAAG" at 36CFR Part 1191, appentlices B&D);
construdion shall also comply Ath ICC/ANSI Ill 1, latest verslan, whichever Is more stringent. Any accessible c... Badfion related to
transporla[on fac itesshallconform to USDOT ADA Standards for Tran,pirtatim Fad tee, 2006
1. Accessible Parking Spaces - Material : Accessible Parking Spaces shall be paved using either asphalt or concrete, equivalent in
thickness and base material to that of the surrounding pavetl parking spaces. If surrounding spaces are not Paved, then asphalt shall
be a minimum of 2-inches thick using SUperpav, surface course material and appropriate dompadetl stone base material; and
Crete shall be a minimum of 4-inches thick using 35W psi minimum strength concrete and appropriate Compaded stone base
material.
2. Location & Maximum Slopes for Accessible Parking Spaces : Locate awesslDle parking spaces as Indicated an plan; OR when Flnal
building footprint and location are not known or when location of building entrances are Changed then locate accessible spaces as
close to an accessible building entrance as pOXtiCal (and closer than any other typical Parking spaces). Accessible Parking Spaces and
adjacent a sles shall not exceed 2.0%slope in any diredion In award,,,, with ICC/ANSI 111.1, Section 502.5, latest verslan. All other
requirements for ACcessible Parking Spaces shall comply with MUO ADA/2004 ADAAG Sedan 209, OR, ICC/ANSI 117.1, Sectl.n 502; as
applicable.
3. Accessible Route: A paved accessible route shall he provided from accessible Parking spaces to an accessible building entrance.
DesignatedA,ibleRoutesshallbelocatedinacwraancewith2010ADA/2004ADAAGSedion2W.2.1&206.2.2. Designated
Accessible Routes shall not exceed 5.0%longitudinal slope or 2.0%cross-slope in accordance with MID ADA/MGkI ADAAG SeCtion
401.2 & 403.3. All other requirement far Accessible Routes shall comply with 2010 ADA/2004 ADAAG Section 2%& 402, OR, ICC/ANSI
Sll.1, Sedion 40G; as applicable. Designated Accessible Routes shall be striped when required by local building inspections.
4. Field Constructhn of Final Slopes: Accessible parking spaces and routes within the site shall be provided and consmuaed in
.,,dance with the above dandaras. CONTRACTOR shall give special attention to required grades and slopes during construction,
and ensure that the required maximum slopes are not exceeded. In general, proposed grades and
contours were set in once, to meet
therequiredsnndards. However, because of the tletail in wns[mctipn required[. achieve these requirements in the field the
CONTRACTOR shall be ree ns ble fa, ensur n that stale n rou h radn base ma ,,i.l nsullat an f ne radn and f n ih surface
W g .. B g g. g g.
resul[in [he desired Flnish races&slo es elan a ..,,bird routes
g P g c
5 Slo es Greater M.151n6 Slo esex ceedn S. naccessbleareasshallbeconsde,.d Ram s or Curb Ram s andshallbe
P g P P
PInSulucted accord nglV Some Ramps or Curb Ramps may be Identified on the plans
6. Curb Ramps: Curb Ramps shall be constructed in accordance with all requirements of 2010 ADA/2004 ADAAG Section 406, OR,
ICC/ANSI 117.1, Section 406; as applicable,
T. Ramps: Ramps shall be,,,d,ded In accordanw with all requirements of 2010 ADA/2004 ADAAG Sedlan 405, OR, ICC/ANSI11T.1,
Section 405, as applicable,
8. See also detail sheets for accessibility details
FINAL DRA WING - FOR
REVIEW PURPOSES ONLY
NOT RELEASED FOR CONSTRUCTION
BRIEF SPECS - SEWER SYSTEM
NOTE: Sewer System const action as p .p.sea herein pertains to the ewly proposetl c Ilectio system piping (both
gravity sewer and preawrerforcemoin)I .the proposed sewage pumping station, and all related oppurto...co.; conic,
o..Ibles In, Frremarconstruction ..menu of this Project. The proposed collection piping and pump station
shop be In oA. .Cey with the following...
CONSTRUCTION NOTES/SPECIFICATIONS
GRADING - SEWER SYSTEM (le. TRENCH EXCAVATION; BACKFILL; BASIC GRADING)
1. STANDARD GRADING& BASES - MATERIALS&METHODS: CONTRACTORshallberesponsible
forall earth material antlbasematerials that Iantlusesforsewer system M,h.,f pipebe or ana
h,,Iadn . CONTRACTOR shall ensure that all material for such areas whetherfrom ons4e a
9
hauledin Is salable for thelntended use. Material lnsulutlon8com diwforsu cedes bench
Pa 69
bases orubh, l shall be in d, Ed applicable;
rice wile the sth-lie I, ,co-Poe
c in these Derwin s and the local
9
,tilt o ublic wales...ndes,sa he p1e' ort,factselno, 0, pcewiMthe suntlard
ty rP Pv
,.died. A yor i m oaf )the anuhdurer f M n mateel tang
v Ppem P Pm 9
indelled An work', NCDOT ' eof wa shall ben ee M the NCDOT Shntlards
Y 9 9 Y
walled the rou f I' as and th rmgore ch t annue,oa-dunake)
P PP Pa ( pro
ANY OTHER, Iceble util /n nt,f wa and there Trade slantlaes ennRs MencroechmenW.
PP 7 9 Y PP P )
2. TESTING(COMPACTION): Quality Conbol(Fieltl-Telling): No field-tendn, hompactlon testing) fro
sew, piping excavation or backfill is required UNLESS required by an applicable encroachmentor
part of an agency approval; in which case CONTRACTOR shall provide br such testing AM an
mdependen A,, ied testing firm. OWNER/Developer or ENGINEER will not perform, or be responsible
forprovitling, any field testing on this Project. IF HOWEVER, Insufficl products, material or meted,
are s,,md,d in the fieltl and ENGINEER odere a fieltl test then CONTRACTOR shall I— for
sucb testing; however, if had passes then CONTRACTOR may credit Me charge for testing to the
OWNER on a subsequent invoice.
3. See oleo Projed Technical Specifics-, Go, audit ... I ihunna o L
SEE ALSO "SPECIAL NOTES FOR ALL GRADING & EXCAVATIONS' UNDER OVERALL GRADING/
EARTHWORK WHICH ALSO APPLIES TO STORM DRAINAGE GRADING, TRENCH EXCAVATION &
BACKFILL.
CONSTRUCTION NOTES/SPECIFICATIONS - SEWER SYSTEM MATERIALS & METHODS
1. STANDARD DESIGNS: Materials thicknesses cross-swtlons antl others fic aesl ns for sewer wllediw
structures 8 p g
p Ping; inclutling all appurtenances; castlngs; sewer service lines OI lanais; relatetl pipe material;
and any other relatetl sewer system material ou this Plan are deed w ena NCAC 2T.0305 l NO ing Coy
Sewer Minimum Design Criearia", Johnston County alantlard tleeails or tledgns, NO BuiltlinglPlumbing CMe, or
other iy,ua d,,,rNOB,il angs 1, b, ig d,,ty,pp,dion,f,tl eilsi nd,aplans,orrehfto Johnston
County snndard,,orNCBuiltlln T,t ak,nd ,rn wappropriate pi,n,Co,n )h Anytiters ,ignl
n, gin., or inducts wfibh are not standee or not n,i filed in the lens errs have not been tlesi Wed w P ( r P Pecs) r 9
engmeeredand CONTRACTOR. Supplier is responsible f, any spec'al desgno engineering reuteG to
other such stroctual materials.
2. STANDARD CONSTRUCTION MATERIAL & METHODS: CONTRACTOR,, re,P nsibla for all saver sysem
and related Con.rhou. mAM d on site. All sewer sysem maeanals antl m mods on this site shall
be In accordance wit,.ahem Joesbn County Standees, NO
IWIdinglPlumbing Code, or other industry
sp...Hecate ardordenilAny wom n existi gNCDOT. n ri shallinaccoeancewit,the NCDOT
gM,f-wa y be
IN ANY OTHER
well I the ro net ana lndth NCDOT rmitnd,rd, achmencrandr ad Pte). rk p visio pp pe ( pp
in ANY OTHER aDPlicable utility/right-of-way and their applicable snntlaes, permits, or encroachments).
3. TESTING: Quality Centrol (ReldTeding): CONT U,CTOR shall p,,W, br the following field testing BIG
minimum:I)All sewer collectionpipe,appurtenancelisting asreq'd by Johnston Countyda with
S County
SN NN An fificalk ti S.Chou 312 ofNow, lalerels and builtlin sew T Rc 11nmowtln Jonnalon
dur
County ENGINEER
Spedfimotions,iSating In 1, NCPlumbingCoca/orM CONTRACTORshallwfity Inspector
and ENGINE ERNadvanceoffieltl-ENGI toe .net a and/or II NEAro ENGINEER of WRONG
9 Pe P PY
testresults.ot.IF /Develop, orENGINEERwillnotperform,oraresponsible, provitling,anyfieldt 1,
0 this Project. IF other field ns, are required by an applicable enMoachmem or pad of an agency appmval;
Men the CONTRACTOR shall also provide br sue testing. IFHOWEVER, insufficient
products, manful or mdhotls are sUs d,d N the fieltl and ENGINEER orders a fidd net; then
CONTRACTOR shall MI for SUCH testin. however if het p,ose, Men CONTRACTOR May credit the
charge her testing b Me OWNER on a subA, a ntinvdce. Quality Alau nmo: CONTRACTOR shall be
risible for a..uM Mdall roducotl ,fGb...ted and re anuhdured uIII mderi-,
respo 9 P .P p m Prod
suffient h,me blentletl CO antl tested acweing the required on. Bu d, or 1111. mo..carding h an aaxsptetl
induGuryud- RESULTS
rd; AND CONTRACTOR shall provitle modifications and other tlocumenteliw verifying such
protluct testing upon request by ENGINEER.
4. QUANTITIES: CONTRACTOR shall bid any nIr u Pnmo sewer Ysten, s items accordingto the reams in the BID
m
SCHEDULE. For dl other sewer Rams ined- on me Pens, CONTRACTOR shall eke oR all qua phOB behad
XI
on tle Data,
typical and/or
GGPs or ,otherend h,endons as ..Ilea br onto Puns, Be well Be the -ea and PmpweG
profile Fades antllor contours, and shall include these items in any lump sum work, include each items within
other potions of work.
S. Sea he, Pm ect Twhnicol Specificatlons br additional information
Kt10w. wsiat s below.
Call before u dig
9
Mkp
ADDITIONAL SPECIFICATIONS - SEWER COLLECTION
GRAVITY SEWER COLLECTION PIPING:
GoN Sawa, C.Ilecen Pi for this Proecl shall be eithe, PVC or Duct, Iron,&inch Ndmol or other s as
ty Pll
indicated on Plans and Be follows...
1. PVC Pipe Ma n l antl Pine Joints; PVC sewer Collection pipe shall IN, in accordance with Jobnaten County
Standees hal. Sect2 Md.2.3). PVC sewer collection can, on th's Plan shall be, ASTM D 30M. SDRJ5
MI... ,II be � d I' s dfindorre urea Cin a oe wbwable aenCou PVC
pPe Pe q ( PP s piping)
'o ct. shall be ash, . bell8 s of Orin askded "'n accordanw with Johnston County Snndards
P PeI P p9 99 ry
(rd. Seri 2 AGIcle23)
2. Ductile Iron Pipe Material & Pipe Joints: DIP sewer collection pipe shall be In aword,nce wM Johnston
County Standees (ref. Sac. 2, Article 2.2). DIP shall be ANSI 21.51 Can 50 and used where spadfiadi or
uluedanthe laps. DIP ointsshall bethesame Be for water distribution in ush,n asketetl In
acco p peel Pp 9lP .9 )
thence with Johnston County Standees (ref: Sect 1, ANde 2.2).
3.FhM,.&Join fiCr FMN,. Tess,wyes, dearwuts antl ome,wp. fidinga shall be in. -do.. with
Johnston County Ste-N!, (ref: Sad. 1, Adid, 2.7).
4. Minmum Pipe Cover: Minimum grountl cover requiremanW for sewer wlledion inshleation shall a 3.0' h,
PVC pipe; odua w n, Ductile Iron pip, shall be usetl (Ref. 15A NCAC 2T.0305(fNg) and Johnston County Std,
Sect 2, Mo. 2.1.4).
5. AGdidonal Soacifications: Comply with all other applicable nktiremems of Johnston County Standee
Specificxensbrsaninrysewer. Seealso Project Technical SpecificationsifdevelopeGsepaatelyforthis
PNNACL
SEWER FORCEMAIN PIPING
Sewer Forcemain Pipe for this Pmject shall be edh,r PVC or Ductlle Iran. 8-indl NDical or ore. size as
iIndicated on Plans, and as follows...
1. PVC Pice Material and Pice Joints: PVC sewer collection pipe shall a in accordance with Johnston County
Standards (ref, Sect. 3. Md. 2.3). PVC sewer collection piping on this Plan shall that ASTM D-1T84 ASTM
D,2241 SDR-21 CW,, NO unless,O,r,e-U. pipe material is specified or.qui-. (C-900 pipe is an
allowable I' --piping). PVC pipe loin, shall be push,,'...bell & spigot O-ring pliketed.. "in accordance
w In John— County Standards (ref: SecL 2, ALI 2.3).
2. Dudlle Iron Pice Mdeel 8 Pice Joints: DIP sewer wllaction pipe shall be In accordance wM Johnson
County Seantlerds (ref. Seri. 3, Artce 2.2). DIP shall be ANSI 21.51, for 150 psi erelinq Measure * 100 poi
e allowenmo. minimum Class 50 and umotl where, cifietl o,re uiretl on Me lens. DIP Dints shell
Ps a P PPeI
ba the same as and. 1. diid, 2.2on piping (pushcn, gaskeeatll in Banco AM Johnston County
Sundaes had: Seri. 1, Adicla 2.2).
3. Fnh a & Joinn for FuinnI Tees es ther dion-, and os shall be in aCoard with
Johnson County S B;,.m (Nd SaCL I, Adficle 2.l). PPa Run g Co
4.Minimun, Pipe Cover: Minimum gmuntl cover requirmenn br sewer Collection insealtetion shalle3.0'hr
PVC ' dh arwile Dudile Iron a shall be used Ref, 15A NCAC 2T.0305 and Johnson County Stee
p Pe, pip, ( IfN91 ry
Sect 2 AMcle 2.t 4
)
5.Atlditiocel Specifications: CGrP IywlM all otherappliwble requie-nnof Johnson County Sundae
Spedfice'-fal-e inrysewer. See also PRalect Technical Specifications Haeveloped sepaately forthis
ProjecL
SEWAGE PUMPING STATION:
In aGdod n with Johnson County SNRII S ecificeens ref: Seri. 5 these Plans and Pro d Tachnidel
P K
sPwmmotlw,.
1. CONTRACTOR shall notify Building Inspections andlor Public Utllibee as applicable, and ENGINEER, at
lI houre prior b construdion of the gavity sewer colleadbn system, forcemaln antl/, pump sutbn and
suffidentlyin advanceofups, Geninch-bmains, and field pressure testing as required. Sewer lines may
not be aosptetl unless testing antl other miWatwes are wfin a aadl by Me ENGINEER or Inspector.
2. EXIMIn ditches that are debuted shah be re ceded a ro natal 0 the originaI dimensbns and awa nIed
9 9 PP xi Y
8 mulchetl with check tlams or slrewwedleaa ro riaWl SIR— Pe tle antl.p local setlirmod.
PP P Y P
3. Not ell sewer line fillings are Wbeletl or shown on the plan. Mditbnal fMnga or Wooer fiftings may b,
foertantetl in the fieltl b hcilfiaW me layod of me sewM line. The CONTRACTOR shall pertonn all hke,ffs
quantfiies as necessary to account for wch filings orother appurWnenmos.
4.Sewerlenea u .cleanom, as,M.,,,chemM,,nl . CONTRACTORsh,1I,nd avorro PP reulnces(esP I Y
Instill all that h outride of pavement areas antl en acoe III with me preferences of the local Inspector.
SaMd. m, that must a in,nlletl In pavement shall be effic Dearing in awortlance with County & NCDOT
stantlaes.
5. When an appmvnd erosion cwt,l planes not requered then me CONTRACTOR,hall a responsibw for all
scary erasion devices that prevent sediment from aRecting aajacreM propertles; in accordance with State
of Nodh Carolina Erasion Control Law. If an erosion control plan is required then refer to pun br requirad
deh«s.
8. See Pmjact Technical Specifications for other detailed finb
5. OTHER SURFACE MATERIALS: N/A

f HOL TS LAKE _
SR HOL TS LAKE '
• IUuw,pmatxbemw, FINAL DRAWING —FOR
,,82 FOUR ^ Call before you dig REVIEW PURPOSES ONLY
'JOHNSTON COUNTY" IY ° S g 3Q� GRAPHIC SCALE
VICINITY MAP "� h (NOT RELEASED FOR CONSTRUCTION)
ro su 0
0
Z N
SR 1782 D, ( IN FEET )
SR TJ50 ( I inch = 200 ft.
RR A� Z Z
s�, 05T' ro ?� � I �
5 �01
SR 1161 9y ^ / TEMP. CONTRACTOR
(� h ROJECT YARD,STAGINGAREA,
AND PROIECTACCESS
NORTH OF I-95
GENERALNOTESEORMISPIANSHEE! %T
I'Mm rppb r In �P'a n wmnpnp"eralserprcpnnuahpnDrpw r e /sr e r n Ipnsheeh PLAN SHEETS 3 & 1�
nm n dengineeredpntl produaadmaaawtlan rzN Vg oo ra. os nwpnsneer / �� 6"FORCEMAIN
wim m c rbe c da Ir raosenuawn un�pss N d etlbnewpzp i ,—
lino N - fro approwrafe rederol g tlprbrro \ 1 � WITHIN NEV1i 30'EA9E ENT ��'
beg - 9 - acnHry relaletl "/ I Con act Engnee f - N
ee eehrarnpe na epfeblomhpanzhe pees/LegeM Ti
,he swsPeaRaahanspe nglPrnePueralwPreal. seea,a / rTeah,�aalsPeaT�a�Pm FF� — j / � _ ,— '�-95�—,
— — — — — — — — —
GIAL,ADDRIGNALNGTE wRTHh P N SHEET, c7
L Pumose: me pumose prmh Prolearo�emewmaPhrotlPP;alpn o�epinavpurpr me eesungslre pntl me mpio.aonzm,alion pacMies rnprpre,elpretl rp ` ` �� —�—xT—x�—��--� -- —j � �'
I. Pro/eal. nlnnudesasuWev engneenngnaPPapmc zurvev ar me wP/ealaPmdar, ara mawaPnswrnPn e�emenh w,rh an apwax�mare `\ \J`✓��? % /\ /
Pwn meermdex ro�pan rererenaed wnh
nh—P soPrunrer Drcpnzhunipn Drawingsantl—d be used In aonNnaran
etl raraan. 1. ra
Ewsnng cotlhonsd Property eoundwy lures, and roPogvPhVPmvlded by aRL EnglneervngdsurveNng. see also sneer 1, ovenu\\FORCEMAIN BORE
ropFORCEMAIN
UNDER I-95
h�cdkdemnphon Nrom mese pbns CvnshucM1'on shvllNOi begs vnN VX epse'nenh nwe been vbrpned OWNER mvy exerche ngbrs ,�ippWrySTREAM R"'DOWNSTREAM" DISCHARGESTO ,ice
3.Sbndvrd Spec fi'cphons: drd speaM1'cvhons we gven kr Hxs Fbn An/pnmayshysbndvd-Yopply. Rererrp'ndrvtivvlPbnmeehror \�( TIE INTO EXIST GRAVITY SEWER GRAVITY SEWS&' ' �� IIPSTREAMTIE IN
standards an0 specTcarorts reble0 ro epcnpansneef See aho ProlecrTec S K T \� TOWN SEWER MANI�OtE�� TO EXIST PRIVATE
WOM In Rgnh-Df Way wEazemenh Any wwkme ng orproposetl rgnh-Df wayWr ( arN NCDOinghhaf wayisnaN be cDMucfed %`T MANHOLE WITHIN NEW 30'EPSEMENT j%% SEWER MANHOLE _ \
accortlingfDfhesfantlaMS Df fne noltle-of me ngnl of wayor easement. o ""ngngrihar wayoreasemenhshall aho be contlucredm \\\\\\\\\ ////
accortlanre wfM1 any Ppprovetl encroachment orpermll antlaucondillonsw Rre permit.ConlaclOWNER/DEVELOPER or ENGINEER wIm / � / /
anY OuesToru regartllrgpermlfHng // \ � ��
i
i
i
D � � � — __. __- STREAM CROSSIN. \ \
/BREWER RD. �
SR1225/ _ _�_ RD a/ \
f/ DITCH CROSSING
6" FORCEMAIN
ALONG O KEEN
ONGHODULLDER F RC96
N✓ I�l
a
IIII
HEETSS
STREAM CROSSING
KEE _
Ii i+ I
\ NRD RII III l GRAVITYEEA
\ ti �� OUTFACE
ell-
MENT
pIANGIE%ISTS FAME RBUTARIES
STREAM D AINS
x \vI SOUTH 0
C \ •" R AMP
N N,
\ \ \rn
vif'\ti. �G
TEMP. PROJECTACCESS
FOR SEWER SCONSTRUCTION
s
tt'�GIiAMEN UNDER NC BORE UNDER NC 96
FORCEMAIN BORE \ /
UNDER NC 96 \
SEWER PUMPING /\\
STATION AT NC 96 &
KEEN RD.)�
SEE PLAN SHEETS 9 THRU 12
2�
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Sheet No.
2
of 15
SEWER PLAN &PROFILE

/ / \
\ /
/
h
FINAL DRA WING - FOR
°b below. Call REVIEW PURPOSES ONLY
Cal[ before �� a.
(NOT RELEASED FOR CONSTRUCTION)
ERNa w. �NI
Bao"KNa1 o ix szb
.-------------------------------1 � Pur Boaa ,z PabE ,bT
\ / ME iORry OF FouR Oxs OEVELOPNErvT 0 �' - _ TEMPoRARYCDNNPSIT, IDN
\ I (\\ [vrvsmlxTroxatcTss Tv/Favm A'- M I - / FASEME'ER BORE PITRBTOCKPILE —
/�, - SuaaoVNPINBPaosFarvourio 0 =TEH MISE CONS UCTON OEEtq BDaY 5264. PA
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Ipro�tPndo,n�pwlb�alean„n°�tio�'o�'�gtne,lvtianingnfineseww. rm',wpnsneefhpadatalall,etpf�pnsM1pcM1'nn � (NOT RELEASED FOR CONSTRUCTION
Pna mould be used m coniundan wim me rou:et minis PppovedPnd relapsed rorconnn,rnon. Call befom you dig
C
P
R.Sondv d Al Sp--- A;-- mptenpls Pna consnuction meooN'mPAbe in accortlance wim me current srpndwaY'Pn
pecificp—of Johnson Covny Pudic S pip, ipi dies and cunentindvs%slprMwaY fwductire ron PVC pe. ee
Notes'Pecs/LegeMS.—c osneerfwatlNlbnal specmcamre. 7ecfrech—ISp-Ift.norrz
9�8 OP�'
a.w nmgnft-waywEa emenrs: Anyww inelsung arpopaseangnlsar-wav areasemenrs roarriawaryycDOT \�\ \� \ \ .7.\ \
I`Ingnmar-wanmau ne aandaarea aaawdmg ra me,ranaaras ar me name.mrnengnr-ar-warweaemem. wanln e.Rnrlg / ,➢ -i--=� �c \---`�-� �:\ �,M1}
wn Iso be conducted in vccordance wim pnYapprovedencrovchmenfwpemut. pndaY /?\.—
s
ntl6ions wrcnin me me pe . conracrowNER/DEvetoPER or FNcwFFR wim vny9vesnvnsregarcNngperrMrnng. mil,
P
o_
p
JONN 0t6tt
N Y
I W
I AURA KEEN£
\ \ \
BOOK 5419, PAGE 378
PLAT BOOK 43 PAGE 215
I I NC PIN G]100-84-535]
TIOUr�G NPUMII TATIO
STAAli
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IRONe��ry
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NC HN ACE 3 ^UPSTREAM"GRAVITY \t
REPAIR/REPLACEMENT 6>s>,Po-ss_»3a
I w I / N.SEWER � EESFPARATF
aaLxElu FORCEMAIN (IYP) Ry\ \ \ \
r
ry N
1 I I I romaicx ExiSi Ns coxOmoNs PL1N/PROFILESHEEIS
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g mWll r;Y cuv /w—_x-"_ x- y,vcELEGEcraiJ meoxewlrvEAs earl/sa
6 iy \
p nooa3 aaaacDNsrxucnaNPvfao pv tTss rs
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I
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BORE
BORE&GRAP
Y w(y
IC SCALE WITH12"JACKUNDEA
"—)STEES
CA
PIPE&6DIPRI
c� O
\
\
( W FEET) Nmar ExcFoacxmrxr �
\ \
2
1 inch = 50 ft. (PLAN VIEW) \
1 inch = 5 1t. (PROFILE VIEW)
L-
200
200
_
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195
-
195zzz-
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190
190
185
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of
1434/+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 149
SEWER PLAN & PROFILE

mewNeedaomnE emonocncoD—P, ot creopeom
winare aesignea,engineered, and proauceain accordance wim 2l Ncac5b.0T01 and.l lal. Each pmn sneer FOR BRIEF SPECS PERTAINING TO SEWER /1/C.G
wlregs snarl nol be considered rival rot consnrxlion unless appropraleN signed onaseaieaby Engyneer asan'nal CONSTRUCTION, AND OTHER RELATED CONSTRUCTION, w Ipermihondo m wopdol ogee ob SEE BRIEF SPECIFICATIONS ON SHEET I.SEEPROJECT Know what's below. R)�NO � FINAL DRAWING —FOR
bee gvny 'vityrelpretl roe miUvp I. Con e'e mre9rndng rm p oak. TECHNICAL SPECIFICATIONS FOR ADDITIONAL DETAILS. ' R
d.cmop ai e°,oe,oi°ne ror=p In==onP �Xond ,o gored;°,aa 5 eo;so°,ee°rD ew °d,w,oP rn Calf aefore rauai v �o,,spec=,Legentl,M1eer aotld pnalnp�,w,p iXcanp�p dalNnerprM1ep. px p;ecL ,eeakpPm; rTe=nni=nlsp nl=am qo REVIEW PURPOSES ONLY
IAuaoDlrloNAL NorEs 83�2
vorpose:
k
me pum nse or rm dew=r bomaxnearlavoxr andpomelelevarmnlavomrwslre=onso-�rmn 01)�
on
(in= dinq bofM1 Graviry5ewerarrd Faremvin elemenhl.lf a erelofetl rosewertons/Nt/I
2
layvvl andornerporrbro vrrorolN=Xvn obnq me slvxvning vlrne sewer. ihls plan sneel is pvn ore ruX se or CvnslNclleon�
Sp—h -. All—, p dln=pnpn=Bpnw;mrnel X,elmnrkapprn eda dre p drnr=nn,np=Xpn. (NOT RELEASED FOR CONSTRUCTION)
pntlp,tlsp ln=aBpn,:C—kynpl.anticpnrn�cXpnmeln-Ey1Xde;nac=�tla�ewlrnrne=�nrCptlpr�antl
a
a
Nocr pfJonnsron County Pvbxc UriXlies antl current intlusrry srantivrtls Pot ducrik iron pipe antl PVC pipe. See
res%aver:iLegonameer rwoaallonol spe<mcpllorx. see oho noieer TeenNeol specirropnonx yr//../ \ / 1
3.W nRign Df-Way wEasemenh: Any wwkm etlsrNg orproposetl ngnlz-Df-wayoreasemenh (paal=WarN NCDOi / 1
m in9hroor-woYlsholl be mntlu=lea occwtlmg ro rnesranaarasofine Mlaerofine ngnrof-way or eme11PE on lne- o
z W
o s
W
ngM1Sof-woyor easemenn shaxa co ed In ocroraance ya„provede M1menfwpemul, andaNX�
conaluorw wrmin nre ne pemw. conmcrowr4EreIDEVELOPER or ENC NEER wI anyouesoon :re¢orwnawumlrxna. / �j
in o
-ee ) , \ e,7 i./�`/ sEFsrvaRArE vuWvnoeaslni cNTs \ m �1 \I
l
reMPOBAB1—TRU-N
8
\
N
bR F s 1AN) GPERncs LL ANTI -SEEP / NEgL KEENE & nl 1
sTc° rk/� _waraccFssl \ Is \ c 1 \
y %I COLLAR �TYP) LAUTA KEENE
SEEP MPSTAnON IgNL N P A°I _ 6B P�vA'E 9J6 DEED BOOK 54J9, PAGE 3>e 1 0 \?
PLAT SE _
10P�r (s P °e PR°PEwr/EpACL NC N / 16n00 NC PIN OK
l \ __ fi I6 IOp_54
8 GRAVITY 532>
=
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RO ��• ,�'�;::;;;;'r ...:' ...:::::....:. FliBLrvSFWEB�M `
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—
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3 +L\ —_ � � � JSpg�a1— i\�
��z00� --t>— �400.00 LF-8"DIP }�T• .�—..�y— �—-- J� °°.y4P�LP'n,..,.'.—_\4t0°� \ �1- ^ly`Rn
pED
���42 .�- �_ •0: 1.86 LF \ \ g. l` °h v-¢—���Gl� \—\_—�`� ----_ —__ y� i0—/T— _sue^� �-s_ —_ --_ _--:^!_�'/—'. P''�r —�4 t1+1- �L\ `.Xt ll,
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...`✓.' A .'^ a � � �. .' . ^'t0\ %'/ '. J �aE.�ee:'3 '/° � "i/�
©srWAGEPe � / C` \\\. K;�...1�• ' ' � " J ...-... � ` `. � �•`^ - - • • /•' ` . _� _— •'�- � ..•'
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STENANFOR
SFFPeMPsiAnDNsnEPIANFDflDETAILS
ALL PIPING DNPUMP ) \ / \ D c • . ^ . ^ . . ' . ' . ' \\ .. . • . • . • . ' . ' \ .F i / . ^ • '�' - _ �'� �• 'REL
.9 .^ `.`— �.
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`V
STAnONSRE SHALL BE �
•�,,.
DUCTILE IRON // BEGIN BOO CASING \ f �...\\\� ...� �� '.\'. y .% \\�•
I \.. //,f� ^\.' .'\. .'xEttAHCs •,�•, 'rJ ��— Nod Np �...� �� // .•/.^��_. /. \•.i.' .�'•�•`'` \=— ✓i.' .�i•T \�,,T
�1"'E�< wflcEMAlry eoRE �I r/{ Y \ fig,\\ —� '� _�`' e`P —...�/ `r! . • ..xtlL+a"as• ` "%` T �' ^. .` •. 1 •.
giN°�,p�R- UNOEfl NC% \. 00/ C%W��� ENO BOflEC4sING� �\ \ k \ `— — ° .
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°,\, SEE SEPARATE NNE.FA TCN `w / . ' %' �� — . ' \'
N q RrrgEJE PLAN/PflONLE SHEETS LINEOF NC96 `, ' •, •, •
H+L•
a, I • �• • 1 .� • '. •
•`•`' •
GRAPHIC SCALD SO LI NEAR FEET(MIN) DRYBORE&JACK _ _
"ON
W 05
NNLL
_� _
GRADE" WITH GRAVITY SEWER /9 ENE' / �;.'`.'
25 UNDER NC 96 WITH 16" (MIN) STEEL \�:,. __/ \ \ •� •^/
CAB$NG PIPE&8"DIP CARRIERVPIPE / / � ' A{•�O•'r- \'
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\Qp °EA19 s°eJnEn, tLcl / NEAC KEENE & \ • 1 . '
W FEET •
xc°orFucBpacxMFur Nc NGf a —61-9 � \ PJ sre>;b°P;r ig,g eo s4Jv, PAGE 3>8
DEED LAURA KEENE S \ \ �,'
CAT
-
4
a lJ
I. \
1 inch:(50 [t. PLAN VIEW)I \ \� •�
>JOOP GY 2J5
NC P/N y ........
1 inch = 5 1t. (PROFILE VIEW) / 54-33T>
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Sheet No,
N F° 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+o0 9+00 10+00 11+o0 12+00 13+00 14+00
yrc__
WETWELL
= TI
RIMSTAON164.00 = OA0.00
p( 5
0+00 INV IN=150.40
SEWER PLAN &PROFILE
INV OUT=141.00

nglNgll=,/epe�hgntlgpprovphrrgmgpprop�preretlergl ,IgreAlgcplqgendq�m rwnetlp�rrq
s. see also gwfln
EegNningpny conzhucllpn pc/NlNrelpfetl fpgpermif/approval. En4nee-il Merehgnyques/bn regwdlrgpermlh/gppro
pnrDeron sneers rot:pgeme conshmllon aelgarewlea ioim. won meet. see qho Prolecr ovenlew ana/o<
ales/Specs/Legentlshee/rorptltllfbnpinores orzpeclflcpNonzpMaNrg fo Me overall goiecr. See phv Pmlect Tecnnkpl Spec?�
SPECIALIADORIONAL NOTES FOR THIS PLANSHEEl:
I. Pu eof Mis Sewer Plgn ProfNe h/o loll bgMgNneqrlqyqvlgntlproNe/ekvafion byouf
Pal,
afwsife coruhvclion
on (Mc tling bolo crwlN sewe.grra Fprcemalemenrs),IflnUutlesihesewe-
n°,oro�g rne.lipllpmng pr the sewer. Thi. won meerh nplp mn.erprcpnnre�rpn
s wee: ana no In ee gzetl In conlnncron who me rqurer mql lz pppro\•etl gntl.wep:ea rorcorengorvon.
n' ounN Pa roPiPe ana PVC wPe See
PYes/Spealtergenameef fwvtlCilivnvl srp lecR'vcvtivnsrt 5e reciM1'cvlivnz
3. work In Rlgnlsg4way w Epremenh: Any woM1in exls/Ing orpropgsetl Ago �pfcwgypreq�emenh (porlicWgrry NCDOi
"ghh-ot-wpy)snall0e contluctetl accgrtling/o lne s/gntlgrtls or Me noltlerof/ne ngnl-qr-wgyweasement workin eus/ing
"gnh-of-wpyor egsemenh shall also L>e contluctetl in gccortlgnce wi/n gnyvpwovetlencroachmenlwpemut gntl qA
contllrioru wlMln the Me penrvl. ConbclOwNER/DEVELOPER or ENGMEER wlih any ques/btu regaNingpermifling.
\ NE E
NLAo ft 5613E pppGE 532y
n FOR BRIEF SPECS PERTAIN ING TO SEWER
rpl CONSTRUCTION, AND OTHER RELATED CONSTRUCTION,
SEE BRIEF SPECIFICATIONS ON SHEET 1. SEE PROJECT
TECHNICAL SPECIFICATIONS FOR ADDITIONAL DETAILS.
RO M 5A
H DP ATIN M j6/100' awrvcsr ssiftl / /
B"GRAVITY
SEWER( TYP) .aoiv uNwxsFnmaro /
e R w�sEwFR P PN R r sEwsEMEN„re i
F /
IGiaw what's below.
Calf before you ai
15
NC GRID N�RtH
NpD 8312p1 it
M FASFMFFO
RION/EFOSION R nFEo�;oNFH�RD==ING=
/ / % sEFAL50 FRO51 CONTROL PLAN 1— PATRICK KEENS &
LAURA KAY K£ENE
�� DEED BOOK 3189, PAGE 1.
_ / NC PlN ,{ r61r 10-45-5069
_ //�••��' � `ems%r
\\ _�
k / ��/�� ,APA
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/�/ ' . S� • .' •_l .y. `K \'' .' ' .' : % y / i �� % j % / %�<' / / /-we[Icsew \Tlrvnl ,P \ —
%jil`' ''`'0�• ''�'�`•sl/r:Y`t.'•` '.i':'' %�jj°"'X���-- _��%ice%/ice —ice _ �\ � ��
'G GALE — \ / Pt EA °EROSION D
ee l
( FEET ` ` o a' \
i I'll - - -° e '
/ 'inch 60 64. (PLAN VIEW) y,EEN6 ffi 18
1 inch' = 5 ftt (PROFILE VIEW) NOAp R54,9 ,AGE 532T
/ i DEEN BBOOH j100�5A' tih' Fes\ Q.F /�
6
ti N AL IAP8 •�'
l 0
195
190
185
180
175
170
165
160
155
150
145
/ Nc wB j -M Z
\ TIEINTONVER
SSMH AT INVERT
\ \ auTet[eCalTL
- N\
FINAL DRA WING — FOR
REVIEW PURPOSES ONLY
(NOT RELEASED FOR CONSTRUCTION)
N A, BOOK 35 g9PP ?81p5 /
DEED SOOK'67110' /
/
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1 / , Si0ci50iGP 2p 9FBW,
� 9
v OEEOSS� Kj616o � bbE 5�29
PEpIN
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wg� ERosraxroNrROL vwN • . •
vORNIr<01(SFR{hTQNEASRA£Ni5
O,fFF5NE50F PERM £ASEM(N ,WR; .
MrdRARYmivsTRuenoN/F OsfD1V • '
N r ATtTRFnM/DrTEd[xossYNcs
195
190
185
180
175
170
165
160
155
150
145
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Sheet Nv,
8
SEWER PLAN & PROFILE

GENERAL NOTES FOR THIS PLAN SHEET:
mis pbn sneefis pvnof mulnde pon sneers wimin on ovevn re/v/Cvnmxn'pn lTvwingslwC;W/Sire Cpnnucripn onN. me pbn sneeh ;n FOR BRIEF SPECS PERTAINING TO PUMP STATION
me conshucrion dawings are tlesigneC engineeretl, antlpotlucetl in accorovrrce wiMlI NCAC sa.glgl vntl.;;OS.EgcM1p;an sheer CONSTRUCTION, AND OTHER RELATED CONSTRUCTION, ,
IQ_
me Consnucnon Drawings shvu nor be consitleretl Malfwconsrrvcl;on unless p8propnafNysgnetlantlsegktl by Engineer asv Mvi SEE SEE PROJECT TECHNICAL SPECIFICATIONS FOR
tlocvmenL Aaa,npndrr.ensire pwmils ontlopprovols nom Opprop ore retlerd. nme ocol ggeneiesmv:rbe pbranee prior rp ' Know what's below.
Eeglnning anY conzhucRpn acrNlryrelaletl fpapermif/approval Enrynee-n Mereuany pues/knOregwdrgpem;h/approvph. ADDITIONAL DETAILS.
]. tee oho pernnenr Defgil SM1eehiorspecnic conshuclion tlerotls reloretlromis ryon sneel. tee als ro(ecr emewon/w Call f0��1[lu digNvfes/Specs/Legerrtlsheer roratldfivnalnpres prspeclncanvns pelrvinin9 fv me pverallpgecr. tee oho Prolecr Tecnnkd Sped/icp/kro.
aauADDrtoNAL NORG FOR THIS PLAN tHEEI:
I.P-1-1eP-1 yr Mk sewage Pump;no Sra m tlegcfbprn aLre layvufantlspeclal tlebib fpr4re
oretl tondOues pOmpirgwecnicon'om. Nre ioyoOr. and tleroie
sraiivPsire elemenh. vntleecmwl�ompvne'nh (ekchicvlengineenngprovNetlby oln -d Ndutletl
meese poop ersJ.T of Consnucrcon Dmwmgs antlsnoWtl be usedm oniuncnon wire
r"mmer moo:>ppro°eo a�a�el�oarw o�.iN�p�l
4. tfgntlgrtl Speci(cafipn:: Au sewwmplenge and cowhucfion memotlssM1aN be in Npec Bcvllons of lonrosnroenecffopur nty Puibn,wc ;u.rpaiertedznpendtlipcMurretnefemvtlupsrryrosrJpenetlfwregehcRpPk1pdlPtEpnceeedwnroC,d,RipPp,R pwdFAOPp1. Sne
pr¢/sp—L tl
werowyEmeA,,ywr¢ennnampronsi
— FORrvghswaawomeaFINAL DRAWING hp .1me riGII-waY D easement. wwi:;n emnng
rights -of -way or easemenh shall vlsp be contlucretl in accvroance wim any approvetlencrovcnmenr wpe Land a4
antl.npnswiminmetnepmt DVELGPERarENG;NEERwimaaygue,I;w,regaro;ngpm�ing. REVIEW PURPOSES ONLY
(NOT RELEASED FOR CONSTRUCTION)
GRAPHIC SCALE
A ra
IN FEET
)
A 1 I— = 20 It.
98 F �o
�L v �106 lqc 3,0
TAIL DITCH TO DRAIN AS REQ'I
`\
fi'MIN COMPARED
ABC DRIVEWAY ACCESS \ / /#%/� TO
TO SEWEROUTFA* / \
rrva[tp ' G SEWER&
/ l / �EvwN/vRDH<ESHEE7s o p _\\_•',
P / o
a
18' RCP DRIVEWAY / I �qy a� / fi' HIGH IN CHALINK FENCING
CULVERT w WITH INTERWOVEN GREEN SEATS /
FOR SCREENING &TOPPER(METER BARB WRE FOR
frx � �Raf oo,yy / MIN DOUBLE LEAF GATE
u( UpineMF wma vvotr uvsr� aMn wln /� -- / �%^ / /C ITxI STO WATERSERVICE,TAP
xm TAIL DITCH TO DRAIN AS REQ'D uuttnn ) } ANUMETER RUN TO STD. YARD
l /� l / l \ LAN/R Rv/� TSFOR � �.. HYDRANT AT PUMP STATION
®4"CABC&fi"CONCRETE I4000 PSI)yFANTy OFCEMyN \ P�cr Tav b
DRIVEWAY ENTMNCE / �+ Alt/ ✓t� GE/OUMVSTATEONWNG f� AMEN rx pure�,vx o
l x P All
nx Rw RMEx
rtE wavvrtovEoxmorORjvrwvrPErtmri **
R6 MIN COMPACTED / I/ �*MIHEDSTERCOONE
OVVER ERCO COMPPACTED
ABC DRIVEWAY& c '. SUBGRADE&FILTER FABRIC
TURNAROUND a '
15"RCPCUURIVE/ / s3 \ \ S'DIA. MANHOLE
LWAY VERT(ESMH p41 WITH TRASH
/ /x STRAINER BASKET
IRS,
\�y rrypDR
a\\ AUTOMATIC WINCH SYSTEM WITH
IAA 1, ru[iwmi[Ye, out l /t �x \ \ ` MOVEABLE SOCKET, HOIST, SPAN
/ &POWER CAT STR ROPTIONAL
* / \ Fla Yx \ MOUNTING ATSTRAIN OR BASKET
HEADDITCHTODRAIN ASREQD \ \ \ "Y MANHOLEa0RW5NJELL
'\
VDIA. WETWELL
sceonuL,xGsxEe,
A STD. 4' C SAN. SEWER SERVICE
\ I CONCPADSASREQD FOR I / E/aG r2 I I < - PVC
ADJACENT PROPERTY
GENERATORAND ELECTRICAL #} + i novsertvltt(°oursiPE^or
PANEL &MIN SHIELD // NN' '�° 4 Ma a[)sr[vurvryrtopt[sx[crs FOR
H sryE I umv s`� ,vo 'R'D", X __ �n o�pp 4I 1.1-SPONSA—
\I �ou roxK-sTMrrtlro nfT I � �� I�y.o E.:�«°ram °�Nd°� I I INvxrtr a,rox
=EA
ro sva �nfArz/�xmn,e °° °° 6 v G,g�"� VALVE VAI�U,LeT I I
/ \ E WxEUHE.� I o f°oho ° " u I
° °
sranox-A;N1FPC'°"rO I QRESIDUAL BE TEMP. TO SOUTH
E��m I vaLvrs
coon.smvcrwx °°°°°
RTION
I I COMPACTED FILL
--- 1 ------------ _ IMPORT AS REQUIRED
EASEMENT FOR STAGING AREA r � �� � �~'� t r mOrsuecxaoe®srorvesro.
N I �I (THISPORT/ON OFPROPERTYTO '° T�4EFO FMF4 I 1\ I I I V1 ro
�pF3 REVERT TO OWNER AFTER CONST.) •° xo TEM urnoN I I �I ~
°", "REEWER) 'III
AoI R(PA iaN I:
IBUFFE BANK!(
o FROlv�lr TOP orI�
00000`o° 20'I'I I �30' III
ZONE ' I ONE I 1 Iy
°
l/ /v \ ET \ )
SEWAGE PUMPING STATION SITE PLAN
SCALE; REF BAR SCAL=
CONTROL PANEL
OUTSI➢E SWING ARM
CHECK VALVE
S.S. JUNCTION BOX FOR
SEE RAINHOOD DETAIL
('LEVER & WEIGHT')
PUMP POWER CABLES &
LIQUID LEVEL CABLES
S.S. CABLE HOLDER
PLUG VALVE CONCRETE THRUST COLLAR
Z LL
OFT RECEPTACLE
6' RISER WO QUICK
(LOCATE TO SUIT)
S.S. CHAIN HOOK
CONNECT COUPLING COUPLING 2'
Fa Z
W F p
FOOTING (1 2)
ABOVE GRADE
S
(LOCATE TO SUIT)
7D o
DESIGN PER ENGINEERED/
REDUCER & 6' MJ
U U t-
SEALED & APPROVED SHOP DWGS.
GATE VALVE AND BOX
N
(REDUCER NOT REQ'D
j W
❑N 6' LINE SIZE)
UO GA Z
TEE W/ BLOCKING
Z a
1
F E E
._-
_-_-.-_-_-_
_.-.___.-.__- _ --------
------ -
_
TEE W/ BLOCKING
W J d
SOCKET-MOUNTED
MOVEABLE
FLANGE COUPLING
--------------------------
> g
AUTOMATIC CRANE, BOOM & HOIST
ADAPTER
FO W
ANCHORED IN CONCRETE FOOTING TO
~
W
SUPPORT PUMP WEIGHT (MIN). GNCATE
FOOTING &GFI TO SUIT, DESIGN PER
GUIDE BARS
PVC OR D.I.
Z �
MANUFACTURER'S ENGINEERED/SEALED
Z
FORCE MAIN
a Z
AND APPROVED SHOP DRAWINGS.
J
CL WELL ED
a J
GRAVITY SANITARY
Ca Z
W W
PRECAST CONCRETE
SEWER OR INCOMING
A N
VALVE VAULT MIN.
FORCE MAIN
H
D ED a
6'W.6'L INSIDE DIMENSIONS
. MANHOLE WITH
U U
DEPTH AS REQUIRED
RAILING 'TRASH
E
STRAINER (SEE
DETAIL & PLAN/
.Z.
J J7
L'J Z
LE FOR GRADES)
CL
a z
z
PLAN l/lEW
4AN
d J d
N
r�
PTACLE
O SUIT)
LC ,-,
NOTEINSIDE
OFWETWELL INCLUDING ALL PIPING, AWELL AS BASKET STRAINER MANHOLE AND VALVE
(2 of 2)
d
VAULT, SHALL BE FACTORY EPDXY COATED MIN, 50
TO SUIT)
a J
MIL SURFACE DRY. EPDXY SEALER PRIME COATING
DESIGN PER ENGINEERED/
AND FINISH COATING SHALL BE APPROVED BY
SEALED & APPROVED SHOP DWGS,
ENGINEER PRIOR TO INSTALLATION.
NOTE:
PRESSURE GAUGES SHALL BE INSTALLED ON
DISCHARGE SIDE OF EACH CHECK VALVE.
TAPS FOR GAUGES SHALL BE INSTALLED ON
UPSTREAM SIDE OF CHECK VALVE
PUMP SPECIFICATIONS & DATA
RATING: 330 GPM @ 121 TDH (Total Dynamic Head)
MOTOR: 30 HP (MIN), 1800 RPM (MAX)
ELECTRICAL REQ'D LOAD: 3 PHASE, 480 VOLTS
PUMP TYPE, MAKES & MODELS:
TYPE: SUBMERSIBLE
MAKE & MODELS:
FAIRBANKS MORSE 5433 MVK
HYDROMATIC H4QXP
HYDROMATIC C4HXP
WILD EMU FA10.78Z
OR APPROVED EQUAL
WETWELL & FLOAT SETTINGS
WETWELL:
DIAMETER =8' INSIDE
( 1
TOP ELEV = 164.0
GRAVITY SEWER INVERT IN ELEV = 150.5
BOTTOM ELEV = 141.0
(SEE ALSO SEWER PLAN/PROFILE)
FLOAT SETTINGS (INITIAL):
HIGH WATER ALARM ELEV = 150.5 IGRAVITYTNI
LAG PUMP ON ELEV = 149.5
LEAD PUMP ON ELEV = 145.20
PUMPS OFF ELEV = 145.0
LOW WATER ALARM ELEV = 142.5
FLOAT SETTINGS (DESIGN/BUILD-OUT):
HIGH WATER ALARM ELEV = 150.5 (GRAVITY IN)
LAG PUMP ON ELEV = 149.5
LEAD PUMP ON ELEV = 149.0
PUMPS OFF ELEV = 145.0
LOW WATER ALARM ELEV = 142.5
S.S. JUNCTION BOX
MIN. 18- ABOVE SLAB
W/ 'SEAL OFFS' FOR S.S. CABLE HOLDER
PUMP LEAD CONDUITS
AND S.S. UNISTRUTS
MIN. 4'0 SCHEDULE 80
PVC SCREENED VENT PIPE
PRE -CAST REINFORCED
CONCRETE TOP
POWER CABLE
6' MIN, LD
PRE -CAST REINFORCED
CONCRETE WET WELL 90° BEND -
-MIN, 5'x3' LOCKABLE
ALUMINUM
ACCESS HATCH W/ 300
PSF MIN.
LOADING RATE
TOP SLAB
-UPPER GUIDE
BRACKET
S.S,
GUIDE
BAR
/
MIN. 3'x3' LOCKABLE ALUMINUM
ACCESS HATCH W/ 300 PSF MIN,
LOADING RATE
WALL SLEEVES
-MIN. 2' SCH 40 PVC SUMP DRAIN.
- PRESSURE GAUGE
FINISHED GRADE
SLOPE -
3]1�R 7'
OUTSIDE SWING ARM
CHECK VAVLE
4' MIN. COVER
PLUG VALVE
— D.I. DISCHARGE
_E__L CONCRETE THRUST COLLAR
GRAVITY SANITARY
SEWER LINE FLOOR SHALL SLOPE TO SUMP PIT
LIQUID LEVEL
SENSORS � FLANGE COUPLING ADAPTER
SUMP PIT MIN. 15'X15'xG' DEPTH
GROUT FILL SUMP
' SLOPE TO DRAIN
MIN. 6' ABC STONE
INVERT IN HIGH LEVEL ALARM ON
I III
LAG PUMP ON
DIP
LEAD PUMP ON
PUMPS OFF DISCHARGE CONNECTION
(ALSO ALTERNATES
LEAD/LAG SEQUENCES) WETWELL SHALL HAVE
EXTENDED BASE SET
PUMP J INTO BASE SLAB
o USE 11.5' OUTSIDE DIA.
LOW LEVEL ALARM ON EXTENDED BASE
GROUT
— CONCBASE SLAB FOR LEVELING -
THICKNESS TO PREVENT FLOTATION
MUST MAINTAIN PUMP WITH
MANUFACTURER'S RECOMMENDED CLEARANCE
SECTION VIEW
TYPICAL SEWAGE PUMPING STATION (SUBMERSIBLE PUMPS)
NO SCALE
ADAPTED FROM: JOHNSTON COUNTY STOS.
Sheet Na.
9
PUMPING STATION

mk pianeetk tla+aPmuple qan tw clw sheers wlMln an overalset of cohucnon wawlnes /site Conhualon onN. ine plan sneeN In
FOR BRIEF SPECS PERTAINING TO PUMP STATION
winDs are tleslgned,engineered, antl protlucedlnnperortlarrce wlM YI_ 56.and.1103. EacM1 pan sM1eet
wings shall not be ronvtlered Nnal tw constmcrion unless approplafely signetl antl sealetl bV Erginew asa Mal
documenfCaddrHanlalN ovil site Pe.'mingdpppr homq Rpnvre re beral, slam 8locgl ggenciezmurt be obfaned Prior ro
CONSTRUCTION, AND OTHER RELATED CONSTRUCTION,
SEE SEE PROJECT TECHNICAL SPECIFICATIONS FOR
beginning gnycansnuclian oaivily re-k, aPermir/vpwovvi, Contact Enginewu Mere easy question regwdirgpwmlhlgp--
2. see Viso Pertinent Detail sneelsForspeciric coruhucM1'on defdk relaetlM Me pbn skeet. See also PmlectOrerview vntl/w
ADDITIONAL DETAILS.
Note:/spe=.negemmea rPrgddirionam....o. s_RL Proieaw=bacasPearxaion:.
prpose
I. Pu e�/Me oNMl e e P mwnaES aHon Plana Detab is fo deptf W/M1 avre la of antl special tlefaxs forvre
" wage Pvmpzr 1. in I �e pPmw� pe N p em glelg pPf, gnd—D
Nw wetwe�npump s1aHo�v�e eMmenh antl elecMca componenK (HecrNcal engyneenng provided by orM1es antl Nclutled
Know wllaYs I1eIDW.
n Mese pan skeeh/. iAk plan sM1eefk part ota Nxset of Corrshucrlon Dmwings antl sboultl be usetl in ronjuncHon wlM
z apap'pyetl and rNeosed tw cprrsMxfiprt
Call herom dig
2. St rdseciM1cahoru: isewwmaferian and conshucnon melM1otls sM1aN bein accordance wim Mecwenl sta z
you
Cpip. see
o Joknsbn ounty PvbBc Utixlies antl current intluslry slgntlards for tluclik iron pipe qna PVC pipe.
"=rep,ispeui�gendmeer twgddingna:Pe<iri=aigM. see eke Proiea w=M1ni=asPearxgrcon:.
3. work in Riglihrof-wvy w Easenenh: Any wwkin ew'tingw proposedngnlz-of-way oreasenenh(pN
1 eNNCDOi
NgM1h-of-wayfMeantlartl zball be conducted accordNg fo zfs of MeMNe-oMe NgM1bf-Wayw easment. Wwk in eHsling
NgM1h-of-way or easemenh skull oho be mntlucretl in accortlariCe wIM anyf approvetl encrpackmenr wpemxt, antl ax
conaHons wRM1in Me Mepemxt. Contact DEVELOPER or ENGINEER wiM any quesfions regard'ng permitfing.
NOTE
MANHOLE LID MUST OPEN
FROM. CENTEROF HAHANGLE.
ALUMINUM OR
STAINLESS STEEL
BASKET W/ 14J'
OPENINGS
ALUMINUM ACCESS HATCH (3,0' X 3,0' MIN.)
HALLIDAY, BILGE, CARDGLINE, DR EQUAL
EXTENSIDN ARMS
II �.�.�.-.�.��������w III j
III?:: ' III
11 i�:�:�:�:�:0% III
F JO:•OJ%F
NO. 4 BARE CU GROUND WIRE, WEAVE
THRU FENCE FABRIC AND CDNNECT TD
TOP STRAND OF BARBED WIRE,
FLEXIBLE CU STRAP AND GROUND ROD
(AT ALL CORNER POSTS)
- 3 STRANDS BARBED
WIRE (ALUMINIZED)
] 6A. ALUMINIZE
TENSION WIRE
3/8' TRUSS
2' TYP.
+ FINISH GRADE WITH TRUSS
TIGHTENER
l6' 36'
] 5' DIA. MINIMUM
6- TYP.
i4' DIA.- 10 FT. LONG SOLID
MANHOLE
3,000 PSI
CONCRETE FILL
CU CLAD STEEL GROUND ROD
DRIVEN
TYP. ALL POSTS
FLUSH INTO GROUND (TYP.) -
ALUMINUM ACCESS HATCH
HALLIDAY, BILGE, OR APPROVED EQUAL
FENCE DETAIL
(MIN. 3.0' X 301)
NO. 4 BARE CU GROUND WIRE, WEAVE THRU FENCE
FABRIC AND CONNECT TO TOP STRAND OF BARBED
WIRE, FLEXIBLE CU STRAP AND GROUND ROD
(BOTH SIDES OF GATE)
TOP VIEW
OUT
oo
O O FLOW
INSIDE VIEW
PLAN VIEW
ALUMINUM OR STAINLESS
STEEL GUIDERAIL
W/ STAINLESS STEEL WALL
BRACKETS ANCHORED
INTO CONCRETE
NOTES
1. INSIDE OF MANHOLE SHALL BE FACTORY EPDXY COATED
MIN. 50 MIL SURFACE DRY, EPDXY SEALER PRIME COATING
AND FINISH COATING SHALL BE APPROVED BY THE COUNTY
PRIOR TO INSTALLATION.
2, SOCKET -MOUNTED MOVEABLE AUTOMATIC CRANE, BOOM &
HOIST ANCHORED IN CONCRETE FOOTING TO SUPPORT PUMP
WEIGHT (MIN), LOCATE FOOTING & GFI TO SUIT. DESIGN
PER MANUFACTURER'S ENGINEERED/SEALED AND APPROVED
SHOP DRAWINGS. SEE ALSO WETWELL DETAIL
STAINLESS STEEL CHAIN W/
STANLESS STEEL
CHAN BRACKET
ANCHORED INTO CONCRETE
ALUMINUM OR STAINLESS
STEEL GUIDERAIL W/ STAINLESS
STEEL WALL BRACKETS
ANCHORED INTO CONCRETE
00 INFLUENT PIPE
O0
00
O O FLOW
00
00
00
EFFLUENT r
9 9
PIPE O 0 18' MIN,
77
GROUT ALUMINUM OR STAINLESS STEEL
-LENT I/5`UPE v BASKET W ISz" OPENINGS
SECTION
NOTES
1. DIFFERENCE IN INLET AND OUTLET INVERT ELEVATIONS
SHALL BE 1.5MINIMUM.
2, ALL CONCRETE EXPANSION ANCHORS SHALL BE TYPE 316
STAINLESS STEEL,
3A SEPARATE BASKET STRAINER MANHOLE IS REQUIRED FOR
CIRCULAR WETWELL INSTALLATIONS.
SECTION VIEW
TYPICAL BASKET STRAINER MANHOLE
NO SCALE
ADAPTED FROM= JOHNSTON COUNTY STDS.
i~ IO' MAX.
CORNER
EXTENSION
ARM (TYP.)
r BRACE BAND
13' SCH. 401
r TENSION BAND
3/4' 3/16'
- CORNER POST
(14 GA. 3/4')
ALUMINIZED
BARBED WIRE
III � �` 01mlilwl��l�lm�REPA- 1
I •� � �•lunll �" �� •-❖�,. Iilil
3 WITH
TIGHTEUS � G3 T SCH. S40) 30J�-{ ] PLUNGER BAR L FINISHED11
10 GRADE
AS
DIA.- ID FT. LONG _LID
TE ❑
CU CLAD STEEL GROUND ROD JncK
DRIVEN FLUSH INTO GROUND NOTES-
(TYP.) 1, THE TOP OF FENCE SHALL BE LEVEL. 4'-3' SS SUPPORTS'
2. THE FINISHED GRADE UNDER FENCE
SHALL BE LEVEL.
3. GREEN COLORED 'SLATS' SHALL BE FOR iE�caHlnic
INSTALLED AND INTERWOVEN WITHIN
THE ENTIRE PERIMETER OF THE CHAIN 7'-6'
LINK FENCE FOR ADDIT IGRAL
GATE DETAIL SCREENING.
3'-3'
TYPICAL CHAIN LINK FENCE AND GATE
NO SCALE ADAPTED FROM: JOHNSTON COUNTY E1
FRONT VIEW
LID SHALL BE LABELED 'WATER METER' AND
SHALL BE 'AMR' TYPE WITH METAL FLIP -UP LID AND 2- HOLE
.�iF�ll cL�IT
-� rETER (US GAL,)
%, x
0' MIN.
20' MIN , LUCK TYPE
METER /
CL STOP
T
t
ANGLE DUAL
CHECK
MIN. 4' WASHED STONE
VALVE
BLOCK SUPPORT OR
4' TY
STONE AS NEEDED
(CAN NOT EXTEND
BOTH SID
MORE THAN V INTO
BOX)
' OR 1' CLASS 200
POLYETHYLENE WATER
SERVICE LINE
'-
WIDE BODY OR
DOUBLE STRAP SADDLE -
IL
MUELLER NO. 1
404-2, — COPPERSETTER
FORD NO VH ]UP
L METER YOKE COMPLETE WITH 300 PSI
SERVICE LINE 4� dgP4�GV ,EQUAL SERVICE DUAL PURPOSE FITTINGS CORP. STOP
WATER MAIN -
SELL
1. CONTRACTOR SHALL PLACE METER BOX IN NON TRAFFIC AREA ONLY, OUTSIDE
FENCED AREAS, AND 4 FEET AWAY FROM BUSHES AND TREES THAT COULD
COVER THE BOX,
S PLASTIC METER BOX SHALL BE CENTURY M1015, NDS D1200, OR APPROVED
EQUAL
3. CONTRACTOR SHALL CENTER METER YOKE IN METER BOX,
4. METER YOKE TO MUELLER N. H-1404-2A, FORD No. VHH-72-7W-11 OR
APPROVED EQUAL.
5. METER TO MEET AWWA C-000 STDS. AND SPECS.
6. METER TO BE PROVIDED AND SET BY JOHNS TON COUNTY. METER WILL NOT BE
INSTALLED IF, THE THE SETTER IS NOT CENTERED IN THE BOX, THE SETTER
HAS BEEN PULLED UP ON ONE END, THE SETTER IS LAYING DN IT'S SIDE, THE
SETTER IS TO CLOSE TO THE BOX LID, THE BOX IS BELOW GRADE OR BROKEN,
THE CUSTOMERS SERVICE LINE IS NOT HOOKED TO THE UNION NUT, THE 3/4
GATE VALVE HAS NOT BEEN INSTALLED WITHIN 12 INCHES OF THE METER BOX.
T ALL MATERIALS USED IN THE POTABLE WATER SYSTEM MUST BE NSF61 AND
NSF372 CERTIFIED
AND MEET THE LATEST FEDERAL SAFE DRINKING WATER ACT REQUIREMENTS
8. SERVICE LINE TO HOME MUST PASS PLUMBING INSPECTION PRIOR TO SETTING
METER.
3/4" & f WATER METER SERVICE
NO SCALE
ADAPTED FROM: JOHNSTON COUNTY STDS.
HEAD ASSEMBLY WITH
VACUUM BREAKER
3/4" HPT
31- 0' 3/4' DR I'
YARD HYDRANT
DRAIN TUBE
CONCRETE BASE
3/4' CHAMFER
19
SERVICE WATER LINE
MIN. OF 2'x2'x2' OF p57 STONE
AROUND WEEP HOLES
PJa.I IMPVDIA
NOTE:
ALL MATERIALS USED IN THE POTABLE WATER SYSTEM MUST
BE NSF61 AND NSF372 CERTIFIED AND MEET THE LATEST
FEDERAL SAFE DRINKING WATER ACT REQUIREMENTS.
3/4" & 1" YARD HYDRANT
NO SCALE
ADAPTED FROM: JOHNSTON COUNTY STDS.
aAlraoon R A 4 LONG
vi NEDPREUE cA'IEr rnwxwux ox6s sC�GrCABLE GLA NO
SS
SK
CONTROL
PANEI
OR T ON
BLOCK Br 03.1-11UN 1' 6' ax
MIN.
ITYP
/ v/ THREAnEn CAP CONCRETE
II I11� _'
III I
I 4 D TVP
ECTRi AL COIGUrrs
INTO VETIELL
III - 12II II II
6' TYP.
S/DE VIEW
RAIN HOOD DETAIL
NO SCALE
ADAPTED FROM: JOHNSTON COUNTY STDS.
"DYES:
nncLAICUT OF ou OL PANEL TO EMOGNEER PRIOR TO
ANn INSTALL CONTROL
1U.
CABINET, xOuNTGN BRACKET FOR
1UTUNEMETERBASE ­L BE SET By DUKE
CGGRDU'TEG By CONTRACTOR
APPROIED By E ENGIr£ER PRIOR ETD RG ALLBE NO
ALL RIDm.
1. I"ITALL 11 F PETER PILE IS IN
CONTRACTOR SMALL "RS' '
INSTALL ETER BASE ON EERVBCE
1, CONTRACTOR SMALL INSTILL 1111 A
VAILT FOR SURE PUMP. SLID' SPIN 3
UTBUTY ET ER POLE
AM.
NU G�E OFF GROU. FUSED SERVICE
.EPA OR
B. ExvosED COMMIT SHALL BE
22OCLAES�RLE
T
PC
MARDNDIS SERILING
hNDBY
R RUM LPOWEDEABL@€E roRN
ER LEIR
cc canroR ISTRDT
6r
FINAL DRAWING — FOR
REVIEW PURPOSES ONLY
(NOT RELEASED FOR CONSTRUCTION)
vEl 7 RPn I- 'RouuO RDD
GROUND ROD
COOLIT
'SEA
PAR
EACH au P? cDMnuIT TO SUMP PUMP IN VALVE VAULT
ELECTRICAL RISER DIAGRAM
NO SCALE
ADAPTED FROM. JOHNSTON COUNTY S1D5.
O
\O < O p
N K
m m
GO
d DO
DO
Z
SO DO r U
Z U
w w 3 GO w
a D i GO 3
U
co co
WW nN M
�cop)
'4
W oa w.� —
Nh E i
O
m o`
vU
ED N-
D N Z;
y 90
i0 0
�m
C 0o
o ri,
C Zoe
Z ar
3 0
0 W 3 w Q.
H
W
La iEo' G
Aso C
W�
a
z3 U Z
W zoos
h o LL o
C !g �
RIX
�F W
a
.0 u 3
Z DO
W ; col
o o.0 E
-o w
Z oU
Sheet No.
10
of 15
PUMPING STATION

GENERAL NOI Ei — — PUN SHEEN:
I. mu' pbn sheettl part of -l{de plan sheers wihin an ovevll ref of Conhuclion Drpwirrgs tw ciW/Sire Conhucrion-Y. me xv-sheers k
the coluhucrion tlrawings are tlesigned, engineeredantlwodviced in accortlance wiM 11 NCAc sa Od ontl.Ng3.yE pan sheer
wing„hall ofbeepn.lderedfendkrepn.hpe pnene.--.lpferyggre f .e.b—dpgineer�ph al
nlalry�rnl me permihantlapprovah hom appropnafe /ederot sl aagenclesmuslbe obfdnetl pMrro
beglnnngfanY c�vnshuchon acrNllVrelafetl roapermif/approval. C Engineerh Merehanyqueshon regwtllrgpemlh/approvah.
eeh fp„recite cpnshucnpn delaos rewrearo nrs pwn sneer. 3 See oho Prolecr verview analw
Nvfe�/Specs/Legerrtlsheer fwatldhipnalnotes wsrecificahons pertWrvngrothe ovemll prgec[ Prolecl Tecllnkd Sretliicarklss.
SPECIAL/aDDrt10NAL NOTES R THIS PLAN SHEET:
1. e:i bus Sewvae Pumping Stah'on Wvn SDefaih hfo tlepictbofM1 wire lvyovt ontl special tlebils lorsite
oruhuperion aclivifies Thar ore relaletl Io Ins sewage pump sialion. hinclWes pumprgspec?calioru 9fe IayouL ontl tleroi6
lorwefwell, pump sralion she elemenh, ontl elechical componenh (ekchicalergineehngprovitletlbyorhers ontl irrc'lutletl
within llrese plan sM1eehl. iMs yan sneer B'pvhoia/vN sel ofconshucrion Omwings antlshouhJ be usetlin coryvnchon with
a. St. pe�n�ono��papu:e �ramm�lal:o�nmelnod:man be in aeeoreanee whn me euienr:nlaard: pla
reaBcalkns of lonlssion county PubNc uwhiez anticurrenfintlusrry srantlpitls/orduchle Iron pre ontl PVC ppe. see
les/Specs/LegentlsM1eef for atltlhlorwlspecMmrlorrs. See d3peclficallvns.
3.Work in Rignh-or-Way or Evsemenh:a posetl-o�-wvy w evsemenh(panicdwly
gbh-of-waylshvll be cvntluctetlYvccording fo'nmesfanaaras oI-me Mlle: o/me ngM1Mt- vyweasem-lenr. Workin edsh'ng
condfions wilnin ine me permh. Contact DEVELOPER yr ENGINEER wim vnyqueseonsregwd'ngpemiM'ng
Know whaft h0lUW.
f C5ll before you dig
PRELIMINARY - DO NOT
USE FOR CONSTRUCTION
(PROGRESS DRAWING ONLY)
THIS PLANSHEET RESERVED FOR ELECTRICAL DESIGN (BY OTHERS)
of I a/
PUMPING STATION

G ,EReGanhMdlanan . I. mh'U. sneefhPmofmuRlpleplGENERAL NOT FOR Thisi PLAN azi,,zwR#In pn overallsetol Conhuc#on Omwings rw N Tnen-
ondow'm aredesial en '-n and G,c inaccortl.. wim2I NCACSw.0701c-Io3.y E vn sl,I n p
he Conshuction DIs a de or beicon9tleretldo for cansrruclian uni 1 'vrel s edandseakdb E Mvl
,c.iddent atldilionowy, all dtep3e'mlh andapprowh tom apprapdafe federal, zl es mustbeoofdned prio vsp
be 'n onshucrion "Gi retired m a e sjb ul""t ihla wh.
2. Seeaho perh'nent Defoil SM1eers rorspecitic conshuclipn tle aih retired fo rnis pbn sl,ee8. e5ee a#o Project Ove e�andlw p�
N.-p-A foradtlllbnpinotes orzpeclflcp#ons penamirrg to me overall project. See also Project iecnnical3pecificafions.
SPECIAL/ADOmONAL NOTES FOR 1H18 PLAN SHEET
I.Pu­grvdto sl ecomlruMionpcflNHezfhpp=relaterlsofmmirvclbn prondgpMsweerts pANpDnbtoggp
ft��w�ronm glnwst°eTzpNdrgn flldInwtsCfplapin powfafb
dbCewatl uAgused in ronjuncwon wiM the fWlser rear is approvedantlre eased forrom Wcflon.
2.8r fd Specwpin-d mrsproldn#PnmanN an "excavawot'project, meaning sewerpipe lrnfaYatlon slwtl be within an excavated tench
Mseoihplaced adj,at fo fne hencip Menreplaced andcompaie.I..e.al.lnme h,ndpallpllIllnsrallvtioz.No
debited grad. - or dc.I-be its vnhapmed, except mr the minprgmtlirg
pipe tench excvvvrion sM1oll be in vccoNvnce wim cunenfintivshysbndvrtlsalv�duclrtle iro,pip, pand wC pipe andgannsfvn we
Court sfondvrds. a ptlin f lot on cvrdance ro ni, wan mall de in ac
wim mecarreMsronmylldmd �irKorv��orr+eoorvvmewrenlrreao�req„e:red:CONreaaoRsnvuprovide rvnndependvnr
T R n va. AAsbhP1 UPE m A d non to
-1- O / mole su#s uoAll-lea enra
S fi Ib he da trite hyrtantlards All osro C h M on ewMfne
eecfEdnde , , B" px/ 9ht-Plloa ACpfiorrz
R.w nwgnrs-o way or Easements. Any work In edsnng wProposed Rgnrs-o wayweasemenh(panicuaM Ncooirvgnisot-way)snan be
tiro -to the standards of me noltler of the ad
W rntingrigllts-o4wayweazemenhzM1aY
c� ductetl in accortlance wife any approved encravcM1menforpermif. vntlatl r°onNhons whin rM1e me pemir. Conber
WNER/DEVELOPER or ENGINEER with vny aueslions regarding pemlfxng.
4. F, hh Grade Contours: Any Misn grade contours shown an this pan ore to dl finhM1 svrlvice e1e"W" fie. asphalt sitlewoh cuA, I—w
govntl ekwwons. rMis perteim pnmanN to site gradNg at the pumpsfalion sire for mis pgec#.
FOR BRIEF SPECS PERTAINING TO
OVERALL EARTHWORK CONSTRUCTION
SEE BRIEF SPECIFICATIONS ON SHEET 1.
TOTAL DENUDED AREA
4.86 AC
(;ROUND CTARII I7ATION RFOIIIRFKI
SIZE AREA
DESCRIPTION
STABILIZATION
TIME FRAME
STABILIZATION TIME
FRAME EXCEPTIONS
PERIMETER DIKES,
,WALES, DITCHES
AND SLOPES
7 DAYS
NONE
HIGH QUALITY
WATER (HQW)
ZONES
7 DAYS
NONE
SLOPES STEEPER
THAN 3:1
7 DAYS
IF SLOPES ARE 10' OR
LESS IN LENGTH & ARE
NOT STEEPER THAN 21,
14 OATS ARE ALLOWED
SLOPES 3:1 OR
FLATTER
14 DAYS
7 DAYS FOR SLOPES
NREE GR HTHAN EO FEET
ALL OFFER AREAS
iH SLOPES FLATTER
THAN 41
14 DAYS
NONE EXCEPT FOR
PERIMETERS & HOW
ZONES
AND IN ACCORDANCE HIM CURRENT NCD#D GENERAL
CGNSrRU - PERMIT (NCG01)
SITE -SPECIFIC CONSTRUCTION SEQUENCE FOR EROSION CONTROL
20'(SEE
PLANS) K
M R" 20' uav
� AREA OF LERMHEN!
(Max -T1 OF REGULAR HONING)
TYPICAL SEWER EASEMENT SECTION
AND ENVIRONMENTAL IMPACTS
NO SCALE
1. Obtain approval from NO DEMLR Secimente- & Eroaion Control. CONTRACTOR shell notify NO DEMLR pnorm any land diawNing activity.
SPECIAL NOTES FOR EROSION CONTROL
2. Insmll PbnMrodicn entl'ance(s) at existing NCDOT roadway and any caber locations as indicated on Plan;indutling any permanent or temporary -de as required with beetl/lail ditches
1. NPDES GENERAL STORMWATER PERMIT REQUIREMENTS: NCDEQ Eroson Controls al nowt ulres se ate NPDES Condmdlon
vwm eq as
and tlden...am check dells.
rovall ermi,tin mr mnaWctien sites diawbiG reabr,hen ono acre. NPDESre menu on construcion .flea shell be in ecmrtlance With Me
aPP D 9. gg quire
3. IN OPEN AREAS install silt fence silt fence outlet and an vmer dmebr tlevices r ved Ian. Alen install check dams with weirs at oancenta[ed ro'ed outlets as ilMicatetl.
Y Pa pe apPro P P 1
contlitions of NCDWR General PemiitNCG 010000 indutlin self monilonn antlre rain refer,o NCDWRwebei,a foratld140nded by ft Gnera,etlm
9 B W e.
M al e t Then h w fM WNER bell m l m nt II n l M I
a gene p rm ) o be a o e 0 c utl rw monnonng as agu retl by a General
4.IN WOODED AREAS. h n c a nubbin or intlivitlual,ree removal Benecessa for cons,roMion. Do not exceetl limns of vbnswdion asirkicabd.
e9 any 9 9 9 IY
P rmR EE CONSTR TI N E ENE ADDRI NALN TE
S UC O SOU C O O S
I,
Then nhall tlewcea tleacnbetl nSte 3above
P
2 SELFINSPECTION REPORTING In atld'Donto WeeM Self -Morton Raorls asalrea r uredunder NPDESPemItDn ...bove the co P ( M eq g
NT T WNER n II T F fin r
CO RAC OR on beta f of the O b S If cecfon RXBdds after s x sbllation of eroi co control devices rend P P
FOR GRAVITY SEWER 8 FORCEMAIN CONSTRUCTION. REFER TO STEPS 5 thru 7
NOTE mis marl en evefmn' m msmllehon shall oe wrmnn en excavated hencb wifb was Ieceda0 cenfmMe bewh entllTrenre Iecedan0
WoleOfSpn y p /act, meenmg sewarprpe sp p /e p
I'nf rm h' SEE N E EN E AOD TI
to NCDLR webs. Por atldt... o a tad lots 5 CONSTRUCTION 5 OU C I ONAL NOTES req 1
deenmmeerele mole Mench after i mslaletros No sabres abn oreaiMmown rs .fed exce Iforthe minor actin al Me site of Me sad u see
Pomp. N ape g g g anhcrp p g g Propo P Cpip sbtion(
oelowbn am s iron s e an sewer i reran axpayafron Shan be rn eccokanpe wrM cD,renundNdt .condoles fordncnle rmn i andavc pipe one
sePaate sequencing P pnrg la ttf past ry Ppe pP
3 PERMANENT DITCHES DURINGDr,CONSTRUCTION es R tl'd Oilers.& Out let=...t P dtches the a it be
( P ) Prryo plan m y
JOhrlslon Court stand Gal
N
the
on be hat the all Bea rem oa d veri on w th tam a seed-n &loin and the a na fi,,V t deh -Il OR the anent ditch seMon
Y P IY W ry 9 g( P rma ) Pe^n
a be Indalled w/re 'd Ilni as ion as it is maintained dun onstMMbn . Either wa the RnaVacce tea ditch shall be cleaned orudhrient elk
m v q Rg ( 9 Rg v ) v. P
5.8 Wction M all sewer tl e ,fenances as nticatee alon the ro al cokdor. CONTRACTOR shall endeavor ro lace excevaletl s i Is co the u )ream s de of trench
egnwns ping ppu 9 P I P P ps
shapeWueded to the permanent ditch action Be specified, with Rnal/permanent ..ding and any new Ilning as may Be requlretl.
ex pProvetl b ENGINEER.
wYMion Unles: field Ppnmfion. eidMe Mherwi.e, add a. a y
4 TEMPORARY LININGS IN PERMANENT DITCHES ANDOTHERAREAS Tem ore Ilninswhen ulred ins nenaditches on rent
P ry 9 ( req pan Parma
6 Immediate nor to condmd on at stream or ditch crosi .three cross snticated for Oi, Ilea install anyreu,d bk or oth...heen cro.sin Be indicated for wnstrcel
NP PPe R9 ( ag P I ) Q 9
sc s )Mherkh.,areas) ma be nsalleall con url111 wMtem ore aaetl' or later vn,,Idi e, 'n end'n o mnsth
Pd o y I D ry � P 91 p g n
_
antl install the crossin on the tlownstream stleM I ecenstroMon Then-nstall lm rvbusdke atu tream ids of onstmMon tidewater the - censtruMon area
9 Pp Pe ps pipec ape
shall
schedule b,11ned oromer F. In area Shaw dnnon arcsvdnayb etns,roMon AND ,,, ,,ISfirea shallbees,abl'shed With stable
ginidecl Isla
) g e g
wll, ffin II rm n In m RI n Ilini il¢ r fin llcce tiro .
gro o ace a en, -ass so a cases atltl"o a co may be aquiretl b stab a bare areas ado b a p e
CONTRACTOR ma fro- nsbllaucontl- dike at downstrdam ids as needed to cow I I I dewaterthe conslmMon area Useb I I Tnecesu kin ro
Yop mpery ous peey ypass pump n9 ony ryacco g
stream Row' and use ant.ins s'attlawnstreaite, a eam reventeRp,1, alp um discha a. Aflerwwkin a natal dewa,ered k,,Rll ordimh.
g R P P P g 9 tea sapprop y aping across stream
Undercut 8 beckfill as required. Immediately after backfilling, install np rep slope pro[ecfion along stream ordi,M as indica,etl. Remove impervious tlike antl any bypass pumping
S. FINALPERMANENT SEEDING: bee Erosion Control tlabilslspedfimtbns mr allfinaVperm. g5ss areas antl gas, types as propo,etl forthis
equipment. When areas is no longer required a cross stream erditch, remove Me fond or other stream crossing and recbnstrud bankalalopea with lip rap slope proedion aI indicated.
e. Tempoary seeded areas mey neetl,o be comDle elv scarified and re-aeedad w permanent deed unless Dv rRead'In will allow mane dAsired
stand of pamlfinal grass), CdOl mate With ENGINEER regarding final seeding mix. Ccondinatd with OWNER ifsodding specific areas may be
7. Complete all vmer construction M piping &appurtenances Be specified. Pick up at Step 14 bebW...
desirable alternative In deeeln .
g
FOR PUMPING STATION SITE CONSTRUCTION. REFER TDETERS. L_9...
B. Excava,e and install Was- Ind an manholes crvmere .tlelGhcesre.i# doe excavation. Use um well o rco here .Tres mdewa,eran see excavations. Use
Y PP q rg p p Png Pin Y q Y p
dares
filer' at tlidcha aentlM u eANDu beam Mail, fence outle5m rear, erosion at she m tlischa e. Aflerworkin
A
isa ro ate) dewa,eretl install manholes apmer bags' rg P mP Ps P v pu P rg 9 PP Pti Y
ADDTIONAL NOTES PER NC Lark Quali Section...
ry
a user See Liddell bt,fill Be Uiretl.
PP aq
• The followin must be lee ton -site untll the E85C Plan has been ciceetl out b land Qualk 9 :Previous 30 tle s of se#ins lion recoks sin P Y Y Y PeC
9. Be Toro n .din antl ea,fhworko eationa bridgingea,fh ma,enalb ro Sees and maintaini drains e R sal confomlanca with,he ro ,etl atlas. For
9 ug grading P P Per9 co 9 Pa ems in get P W 9
ro,alcenn....lelin antl NPDES. II. Failurehat be andeddh.e On- site ederbthe NPDES rmiL gauge, app p rm pe
• Mal Slopes in Summer and Winter Gaeed slop.... d fills shall be probdetl with a rolled erosion conVol proeud if completed outside optimum
anent tl'kches tlunn consWckon sea S =dal Eroaion Noe 3 Mis sheet. Install an omerbm ore erosion measures where intlica,etl on Mis Plan.
-nation sea h unfavoreble weathe....dtons revert detabfshment ofv etas ve round rover germ p eg g
y s y no poor g g cons
• 48 HouS Nod Rced L tl Qualit hall be formal) tfietl a min mum of 48 hours to be Innh pllctbn.
II n f l , h' h P 10 Dunn redo check a all eras on control measures al least once week add after eve r n a I event ref S clot Eras co Notes 8 2 this seen. . lace tam a uedin in
g g . g Per rya ( pe ) pO ry g
tlenudee areas n accondance with the Ground Stab IOat on Requ rements
• Permarlen,groutl ill be prov detl IS, all areasw,hn 15 wcrkng days or no more than 90 calendar tlays (whichever is shorter).
11 Complete rough antl fine gnad'ng opeabon. b rad,, red glades ma lea n ng surtal drainage petlems as shown on plans or on Specific gating plans as applicable.
LEGEND -EROSION CONTROL
12 CondRud an Other water sewer or storm credos pip.. and a u,fenances a, indicated on Ian (This Ste ma bd ,formed in con undbn With d e , 9 11 .
Y 9 P De PP P O P Y Pe 1 P )
TEMPORARY EROSION CONTROL
13a. Install Finish gads hand surfaces Install compacted ABC antl other stone se t- or paved surtacesacwk'ng ro plans.
TRIP RARPN)
13b. Install finish g.d. SIR ..,faces: Spread topsoil in areas where gals s,adin, or lalkscaping is ProPOsed Shape and sees permanent ditch,, O, BWales wbere indicated on Plan.
(SIZE AS D ON
PROP. DITCHES SWALES and LININGS
AFTER CONSTRUCTION OF ABOVE STEPS.-
S.A. wATTTE
145eetl any raral tl.wrbda wiIn PERMANENT .,di,g In ccondefinst Aft, the Schedule ref S ificatlons
cx2cx DAN
- rcN/swAaE (IOAUF.FU DE/M xoR)
-._Lz_ PROv. DUCN�5/swAaE (ouTIEO
ENGINEER PalRSue' CErb,imOInh sh OWNER
FillleadingCoord Rob )-With OWNER
OMerwlu ace ftnged, proper sea adal ,y Me Sewing Schedule Cook-n't already andlorEAc afeasmay
yEalI liedenfil )-lied) this Plan. Coondinate with OWNER andIw ENGINEER if
beatleslablealt etc seeding. In stall anyerosion contrON-IIg(that hasntalreadyb
CHECX DAM w/aloa I
-.... - irzpwwTEALNE•uN.AGC.Orz E."G LE
I..ean., pw..g Went
Omerereas(esp. fill slopes antl tli,ches)migM require eroson wntrol maltingdue mevidenceMerosion Orupoaming waemer paftems.
final
AM w/wEIR &STORAGE II��
_ ,,,_� _ ��55 /AxT
EExtEuv LLitiINGAO
15. When ereea updope from bmpoary erosion devices have been mmple etl antl s,ebilizetl (wwh an es ablishetl growth of I�m-9ress), men the bmporery tlevicea may be removetl.
However, CONTRACTOR shall cookinate with OWNER ark Agency regarding Whaler eadiment storege tlevices(1,. skimmer basins, traps, am.) are to be removed or left in for
(92 AS NOTEB ON PLAN) 1�
1��
Ttx/swALEwM.A.
place
fbure h-Wilding phase (ref. Special Erosion NMe 6). NMify NC DEMLR to schedule an inspection prior b removal of any sediment containment devices. Upon ne-1 of,ediment
UNITS Of DsnIRBAxcE _ _
->
���� mow%coo NO uN Nc OR Ea
dma etlevios immedietal ben . rroundin areas e, finish ado and seed and meld, Wid, a anent seadh
g Y 9 u 9 9 P nn co
9LT PENCE P - - -
> TO /SPEpFlED
wNN NG RS
y ama n ng pod AFTER u
16 Remove an tam ry ends on measured p,tream,eedetl areas are.stabl shetl and stab lute. Grad,shape, and Seat all diannERd areas where devices are
remwea An rem. anek eroi on dent pe. ran .nvgle Row bd'R.Mtlea.
v nRg III
SAT FENCE OU-1 P;-�--�.
DTCH/SwAar: SECTIONS
'
ADDITIONAL CONSTRUCTION SEQUENCE ITEMS THROUGHOUT CONSTRUCTION PER NCDEQ...
CTIO
USEL SPREADER (TEMP)
�q�
D 1. UGET OFECINED
o words pent t and SBEC plan are required to be malntallled on site ark aceesslNe during-nspeMon. It Is recommelked
17. Per NPDES requirements a nns -base, self bsp beginning
I S. Mau Items be placed In a permt box at the beg a. ...M,na of the project
16 The CONTRACTOR shell contlud self nsped'ons of the erosion and setl'mente4on control measures and complete,he follow ng c sew ors ram, onthe DEMLR
PIPE INLET PROTECTION }{
4e
11 t w-Bi abl.
website lht�l/tleq ncgovlabouVdvaonalenergy mnerel lentl reaourcaslerosbnaed flan,controlHomis) Complefe'napedbn corms shall be kept ona,earM ova table for'nspecAcn It all
STORM NLET PROTECTI
timBe. I, s recommended A copy be kept n A panT is box
ADDITIONAL ADMINISTRATIVE ITEMS FOR CONSTRUCTION SEOENCE PER NCDEQ
19 After April 1 2019 an depaonic Notice of Intent (,-Not) corm I, attl to be wmpletetl in accordance wiM the new NCGO, Fe co Co drdsd a st Precon thuction wee, ng Por this
m be o7m Mad if -Ka lesedy.
W
20 Ems on elk Control E&SC a and a Cekfceb of Cover a (CDC)..at be obb netl before an land act Uhe occur. The CORE can nee b filling out
Me electrons Notice of Intent e NOT) form , d! c negf IF, I,, B. mend oed h prey sus cob) Pleau nob the d lac Pone may only s Filed oM once Me plans have been approved
f Intent I fare, n , have
ACro Mthe E&SC snot the CDC elk hand co of Me Ian must be kea nsie rebabl in emits box and access tits tlunn ins �ctco
By P I py P P -P y P 9 P
21. When the protect Is cempleb, Me pe nstee shall wnbet DEMLR to close out the EBSC Plan. After DEMLR Informs Me parolees M Me project close out, via Inspectbn report, the
SEE PLAN AID DITCHpermldee shall vI,k d,q.n,.g,,INCWI m submit an electronic Noticeof Terminatbn (.-NOT). A $100 general pamlt fee will be charged until the a -NOT has been filled out.
L LECEDDD„pLIN„G10D(M1N\1®ENVIRONMENTAL IMPACTS TABLE
3 3
WETLANDS & US WATERS IMPACTS INC STREAM BUFFER IMPACTS (BY STREAM CROSSINGS and OTHER IMPACTS)
SECTION A -A DESCRIPTION SOFT. ACRES LINEAR FT. DESCRIPTION SOFT. ACRES LINEAR FT,
WHERE NDCATEED IN PLAN .1. WETLAND - PERMANENT
SEE PLAN AND LECIOD POP
DTCH UN NG9IRE�
t L D = 1.0' (MIN) Jt
3 3
wxERE�E';°NN� wEw
DE YEFDAFUAIDIT
RER OIIIED
1L DCHD N=N 1.0' (MIN)
4'
SECTION C-C
NIDICATED 1. PLAN
OUTLET DITCH DETAIL TYPICAL SECTIONS
NO SCALE
NOTES:,.Gan,tud ouaNa UlxM1 exwE ng to apecxred -rodeo wPrgw pd .Wren gaMspr
Poe oamoum are NOT spedfed eplans,P ands
econseuceng MedM,
slope ma ,I ill th. ddeede sedddddl agvy.ITrv-111used wnanaudio nas poa.-.-in he
row).: oft
TOG ew aiam ono minimum a.s%gradaN%eesiade). maimeining al leasttre mbmum eixn seam. (TyNmry
aa nnm
n I, Rao or sends, ape 1, cial N Ire missiomm�ow-'awnF gas•I.
-San emde,drutlon Mhade Iwo meddle may de P,di ad.big Ire.tie length -dimh.
1,880
1,735
OM
O. dio
'W3
Si5
0.012
.1.
20
0.000
'W5' (at STREPM CROSSING #2)
220
O BOS
'War (at STIRCROSS ING#3)
,MO
Coal
SUB -TOTAL
5,930
0.136 -
WETLAND -TEMPORARY
'W7'
950
0.022
'We
•Wi0•
965
271
00
0.0.
0.1,
0..01
•W1I-
•Wi]"(aa STREAM CROSS Gal
-(Eliminated)
345
0.0.
'W13"(at STREAM CROSSING"
.5
Do.
•W14"(at STREAM CROSSING Ki)
900
0.021
P111- IM STREAM CROSSING al
limo
0.02A
SUB -TOTAL
4,900
0.112
US STREAMS - PERMANENT
'S1' (at STREAM CROSSING #1) 20
'S2'(at STREAM CROSSIIN #2)(NOT A BUFFERED STREAM) 23
'S3' (at STREAM CROSSING BE) 25
SUB -TOTAL - - 68
USSTREAMS-TEMPORARY
(at STREPM CROSSING #1) 30
SS STIR
CROSS ING#2)(NOT A BUFFERED STREAM 55
.W. (at STREAM CROSSING #3) 40
SUB -TOTAL - - 125
US OPEN WATER N/A - none
PERPENDICULAR STREAM CROSSINGS
STREAM CROSSING #1
"Bi' (ZONE 1 PERMANENT)
1,200
0.0.
"B7"(ZONE 2-PERMANENT)
41
0.009
"B6"(ZONE 2-PERMANENT)
am
It
SUB -TOTAL (PERMANENT)
2,000
0.078
"BY (ZONE 1-TEMPORARY)
]10
Z.
0.016
"B9"(ZONE 1-TEMPORARY)
0.016
SUB -TOTAL (TEMPORARY)
1,420
0.078
STREAM CROSSING #3
"B2" (ZONE 1 - PERMANENT)
"B9"(ZONE 2-PERMANENT)
1,_0.0"
IBe
0.002
"B10"(ZONE 2-PERMANENT)
"822"(ZONE2-TEMPORARY)
S95
325
0.014
It 07
SUB -TOTAL (PERMANENT)
2,555
0.058
"BS"(ZONE1-TEMPORARY)
825
0.019
"Bfi"(ZONE1-TEMPORARY)
]EO
0.01]
SUB -TOTAL (TEMPORARY)
1,585
0.036
OTHER/NON-PERPENDICULAR IMPACTS
ZONE 1- PARALLEL -PERMANENT
N/A - none
ZONE1-PARALLEL-TEMPORARY
N/A - none
ZONE2- PARALLEL -PERMANENT
2,375
COSH
"BIT
"BIa-
(EI mina[=
620
0.0 14
"BI4"
FBI
ego
8,170
0.00707
"B18"
CAN
0.009
"BIT
-
-(Eliminated)
"B, 8"
-(Eliminated)
"B, 9"
1,840
0.038
"620"
765
0.017
SUB -TOTAL
12,260
0.281
ZONE 2-PARALLEL-TEMPORARY
"B21"
SUB -TOTAL
440
440
0.010
BUFFERED STREAMS - SEE US STREAM
IMPACTS (to left)
MP EA.M'r FDR DIKE DAM
& (E B..... G TA REgn S MEAL CROSSING
RD9DN DETN s) t 4 (S B REAM GRG89NG
E SEWER DETAILS)
oN\
E (SEE PLANS;) i FINAL DRAWING -FOR
-H REVIEW PURPOSES ONLY
II
`"(a�°NTATY>) (NOT RELEASED FOR CONSTRUCTION)
FITS
1, FORD CAN ALSO BE USED 101 1.11"ly
CONSTRUCTION CRU59NG BUT nNAt STONE SFNL
---- T------ ---- -I -- BE CLEAN AND FREE OF SEDIMENT PRIOR TO FINAL
A PTANCE.
TENT -S \: \ is
(CA PUNS)F \,
SEE ALSO ERDSIDN DET LS
i ( � a )
a• uAx.
Ru. FonD caossiu
\' Know what's below.
DxE Eap� BREAM ALL' PIP al
° _ oET^a 8, w, I RG.9NG. Call mare you di
0 TYPn.AI F(lRr) RTRFAAA (`RnRRINn
1
1
1
1
/ 1
1
1
a
i�
/ 11
/
1
1
tFAA
u�
� 1
TAIL DITCH TO DRAIN AS REQ'
ps,mrcx say ry wrxusxEsr 1
20' x 60' TEMP.
CONSTRUCTION ENTRAN
m UPS E
wEaPpdilpN 1
6" MIN COMPACTED
1
ABC DRIVEWAY ACCESS
TO SEWER OUTFACE
ADEUR
0 q
18 RCP DRIVEWAY P
CULVERT
/ ITAIL DITCH TO DRAHJ AS REQ'D
® 6sFCABC&
DPIV�E �AV•�NTRANCE
,dBORSHrORNr
6"MINECOMPARE[
ABC DRIVEWAY B
TURNAROUND
/ 15 RCP DRIVEWAY
CULVERT
_.
DITCH TO DRAIN Al RE 'D Q
NO `:_.LE
1 , I /
GRAPHIC SCALE
1
)
/
8
O
1
1
c
O y
/ F �
F ti
\ 1 i / 1 \ O
I
c
O
IN FEET
1 inch -
-
1 9 i
\ O
\ L
I C
P \ ` 20 [t.
7
O
C� \ 9
F
/
/ A
8
/
6 O O
J A
ti
/ 7 A
L � S
\ q 1 O
O
I -
\ - O
9 3\
r N
11
1 /
\
1
/
1 ^
\
�
1 /' % ( TEMP. CHECK DAMS N,
CE / ' / / ,\ w/WEIR (TVP) �,\ 0 O
^// l _ NEXISTOITCH LINE
N
/
l l PRIOF ttT SITEOURET
G
K
/
ci
0
/ 1 Z / / TEMP ET FENCE � U
OUT TYP � Z
TEMP. ILT
FENCE ITYPI
6'HIGH CHAIN LINK FENCING
WITH INTERWOVEN GREEN SLATS /
FOR SCREENI NG&TOP PERIMETER
BARB WIRE FOR SECURITY&20'
MIN EDOUBLELEAFGATE
sE oETAIt NEXT
>l
/
c '
/ /
I �
R2o�E:IMPAR
I
"*0
i'
a
\
aA`EEI,S,aPpRAm
-uosRR leOREPnoNLn
6" MIN #5] WASHEO STONE
OEN
EdMAdCT
SUBGRADE &FILTER FABRIC
\ \
LIMITS OFCONSEARINGC
DISTURBANCE&CLEARING(
'
\1
v11 \
\ ARULE
/
f
E
INUGIA/Fi.T
\ =LS]smR.leaAOlNs/pW
'E/= I ErM RwP)""
°° ° RESIDUAL PORTION TO SOUTH 1 N�
I COMPARED FILL
0 SHALLBETEMP.CONST. 4p 11 y ___ _ ___ _______ 1__
vO vv vYx ,vvv unu °�FFAmSUM I OUTLET ITYP) IMPORT AS REQUIRED
EASEMENT FOR STAGING AREA t opisueaRApEasroxEsm.
'it
,1 (THIS PORTION OF PROPERTY TO ° TEMPSILT FENCE ) (n cow
REVERT TO OWNER AFTER CONST.
d3 eoo°000� 1. IT
ex,E, `t
(FUTURESEWER)ER DO
° G TEMP. SILT
�qJ ` •\\ �\� 1 FENCE ITYP)
AN
BlY it
UFFE �
I FRO
�I I TOP 0(< BANK III
20'x50'TEMP. �bcO N IpI
roONSTRULTIONENTR TREA1 \ '1 I Z
4y 1 20' I 0 I III
11 pRnpN as \'. �', (ZONE i ONE 1
\ nup aosco moLlw o TEMP SILT FENCE II
OUTLET(TYP) I �.
FAA
%� ..✓.� �, �;� yell
SEWAGE PUMPING STATION SITE - EROSION CONTROL and ENVIRONMENTAL PLAN
SCALE; REF BAR SCALE
Sheet No,
12

CONSTRUCNON ENTRANCE
/Rp¢ NCI � � wmq�IUPmFN8<oRRPORA,gn
n
NAS M1-EENE `,1 ,rNV rar(7 J19isie� _ __c srn- _ - ncs
rvC vw 8 I6Wos � rozo 1 � siA6lueaRu
1 TIE IN TO EXIST. TEMP.SILT
SSMH AT INVERT FENCE ITYPI
\m .eElucx. usEnExr6LEOODisEAL TEMPSILTFENCE
OUTLETIttPI
C
.BA
Kjiow what's belon
i Call beforeyoudig
Nc wap°Kbi i�o°`� zc- 35
b
Pveou orvFHmai R/wl Pl
GRAPHIC SCALE
21
IN FEET)
1 inch = 50 ft.
--
\ - —x—" a FENcc(BIA—WRE)
\ 6 �/ OUrLET (TYP) L
END B"PVC GRANNY
\\
RIM= —I iv rNv w(}r SEWER&BEGIN 6"
PVC FORAI CEMN
rNv gri(5E)-rsb.br ----------- - - - - - - - - - .ml6Ranrvl
- ------_-_____________-ownalroRCEmRIxI
---------------------ssO--__------ _______
_ ------------------------
GEiiERAL Noes FOR rns PUN sNEEr: 1-95 SB OFF -RAMP
I. mh den sheerh P«fm meihde den weer, wxhm en eyeran.er nr cnmmmen Dew;rlg. r« cNulsRe canhemm� gory. me den heels m oEPAR>MENi of mAnsPORu nory - --- - _ _ _ _ _
the eemwelmn arewmg' we ee'ignea engmeeretl enaProevicetl m eeenmen<e,wrn 11 Ncnc sb.mm antl.nos. Eem den sheer °IJECEOPIr s 'sir o'-a°o-cE66'9s
wnhM me --itDrnwmg' men nor be ean'itleretl Wool mrennshgoeon pole" opwr.ivreN+recetl gmsegletl 6v Enginewa' q hrrol _ _ _ _ _ -
tlocumenf, atlNh'onolN, dl site pe'mils ontl opprowh hom appropriate tedeml, sbfe 8locvl agencies must be obfdnetl prier fo — — — — — — —
beginninganyconshucrionacriviryrelvretlloapermif/approval. Conrad EnrynewtlMerekanyquesrion regartlirg ih/approvvk.
3. See aho perh'nenr Detail SM1eefs forspecitic conshuch'on tlefvSrebfetl fo iM1is pbn sM1eef. See aho Rojecf Werview antllw
Notes/Specs/LegerMsheer twgtldrlionalnofes wspecificvlions perlairYng to Me overall project. See aho Protect Tecllnkvl Spec?cgrioru'.
FOR BRIEF SPECS PERTAINING TO OVERALL
EARTHWORK orTRENCH CONSTRUCTION,
SEE BRIEF SPECIFICATIONS ON SHEET 1.
wNER/oEVELOPEre/ENGINEER inaicaring vecegrawe re'wr'. A
bpecificvlions: oroMerwke in accwCance whh irltlw'Ryrtvntlartls.oAllEr nnConhol coruhucN sjSp- in accor M— wiM file
r mmimgm'mnaam: ana'�edfieafignsgr NCDEn ana on egramgm orcemrirnng. see Ngre:/specs/Legenamcer
for oeeahigrwl:Peertlemigns. see ore,/sceevLecera:beer r«mrnmnai speamgamm. sce akq Proleerree rnealsPeelfieafigns.
3.w nRigM1h-v Way or EOsemenh: Any work In eMSHng «Propmetl figM1Mor-wayweasemenh(per/Icuggh-Nghinvl-weylsM1t
dmg lv iheslantlards or Me M1oltler or the Rgnr-or-wayoreesemenr.w rnlingrlghmvr-weyweecemenh'na
vleso be c�tlucretl in accortivR wiMvnyvpprovetlencrgPA- ftR permit vntlatl r°onNlrons wiMin iM1e Me permit. COnber
WNER/DEVELOPER wENGINEER wlrh any quesh'Oru regarol'ng permiM'ng.
<. rin'sM1 Grvtl tl elevorions nlmis pe=f pnmv H showng=W� of t-h pvmp'bions k�oeMrseP I�ecrl asphalt, vtlewah, cuN, gvttec w
�I
lI
II
I
II
FINAL DRAWING - FOR
REVIEW PURPOSES ONLY
(NOT RELEASED FOR CONSTRUCTION)
pIAI III
p/io �k rz.'"" rep
111110-36-s6N
--- rEmroRaxvmxsrxurnon-
--- \ Emrrvrrox eoREPlr, srocxPlLc
_ - - orrvER mrsc. consmucnory
— — — —
BEM i111 _ � --
REj
/ 315 LINEAR FEET (MINI DRY
_ --'—' BORE &JACKUNDER-95
WITH 19- IMINI STEEL CASING
/ PIPE &6" DIP CARRIER PIPE
------------ eau nE¢meemE a�� � /
�' NeoorEry mExi / / /
- - -
Vq
00,
xz
i
/
\g5N8 / . j j SgRR�Per/
V'�gJtiB1 le
0 >
/ J
I
' 1
THXS,yXE,W
4
i

GENERAL NOTES FOR THIS PUN SHEET:
I.mi:pbsheet 6 punt of mulr{de qan sheers wiMM an overall refor Conhuclbn Drawings br C LSire Conhucrion-y. me p,'an sheepM
the cwTsf,--191 are designed engineered antl wod—in accordance wiM 21 HCAC sa O]01 ana. NOS. E,cn qan sheer
FOR BRIEF SPECS PERTAINING TOOVERALL
R SPE SPERTAI PERTAININGTO OUCTION,
wttnlnme colunucllon Dmwmgs snap not be consideredflnal forconznucrvon unless agpropnaMNvgned arldsealed by Enq�nexaza Brwl
aN.alNrep�dKantlapppyoKmmapppporeredeol.,rote pepoene, m,lbep6fdned
RIEF
beglnnmgfaY clonsnucn,n crNllVrei,red roapermir/approval. onrocfEnglneeremere is angy Puesrion°regwdingpcvmm/a PmoK
for dfit tlelaus Seealsd lw
SEE BRIEF SPECIFICATIONS ON SHEET I.
Knowwbatxbelauu.
FINAL DRAWING —FOR
ee eeK cons uclbn rebredrorM1h pbn sM1eef. r, et/ vemewan
N,r IOP`=,/ems° tSt o ad� n�n,r�o,p =ie=,hon,pe=gN bcMeov�,ollpra— eeoKOProle=lre=M1nroasp =iR=attore.
GRAPHIC SCALE
Call bdom you dig
Fur""""°°°'°""`"° sFOR THIP�"=HE :
' me Mh Dazron Ganrml N Enykanr�nra Plan h r,dewera enearlwagr rni: sews, Irae=I
. pase: purpose or wrong wllh speaalalfenlion
'en retl fo Nosion Conhol measuxs aND ro quvnhtyenvironmmr,li ch twpermiM'ng.
REVIEW PURPOSES ONLY
I�clutles me bascsewwlwour ontl orM1wporhoru'or corrshuchon along rM1esbhoning of me sewer, iM1is pion sheer is pail of, fue
r Gansnuchonor,wing,antl,hapabep,edin=arvpn=Iian wim rnerdls—,pi approvetlantlreiea,edror=aMh�=lian.
aspede'aeons: "ex=walion•
\
(NOT RELEASED FOR CONSTRUCTION)
z. sranaa mi: proLtcffi im,nn,n e<L meaning:ewwpipe Msfauarion mauee wimman a.=avare.nen=n.
wim spoils placed adjacent rd metrencn and lnen re.pi,recee and compacted immed'ardyin Me perch attw pce insralbM1'os.
( IN FEET )
detaled graew11ding or earlhmoving is orni=ipared ex=epr ror me minorglaarearrheile orme woposeapompMg sralon. Auser
Z
1 inch 50 ft /
\
\
counNzrandard�an n dusrcysrandards r«aucrueiron ppe ana Pvcppe anannrrsron
nveraang ro�nreer �o.rcucnongorornervenicular areasI,.. ppamngNmloK)Lon mi: ganzmu6eMacewdance
Z (1
/
wirnM u xiTicamlTs ofNCDoi. Nmen reaireeorre uesre ,Co A ore sna proNde formdependani
\
\
esenER&llupeciron, iWncluding prootrolhng,romp,clion, and asplwtt denNry leshng; ,ntlfiauprovlde wnttm documenrolion to
/DEVELOPER/FNGINFFRmdle,enga==epraMeresuIK.AII,rM1Hgroa'n9—bemaetprd,neewiTth.PbnsB
Speciirc—I, or plM1erwhe In accordanre wlih intlusirysl,ndards. All osron vnrrol cvluhucfion.Uaube lnattwdance wlrM1 Me
F
can msbntivrds,ndspecihc,lions dr NCDEO vnd au condihoru of per:_gSee Notes/Specs/Legend Reef
ocaaionrwl
N Z
\
\
ror supecincorions. see NoreslspecsRegeMstreet twodalidnvl speciFmvlidm. see vlso Proiecf iecnnica5pecificofions.
3. Wwkin RigFlhor-WaYor Evsemenh: AnY work in edsringwproposed rigilhor-wayweasemenh (pwli—d NCOOTrighK-of-way)1-be
REQUIRE
-
LIMITS OF CONSTRURION,
\
contlucfed according to me standards olrne polder of fne right-of-wworeasemenr.work!Leash9fi91rs-or-wayweas--L1-
vho be conducted in accordance wifn any approved encroacnmenforpwmit andatl cdnallons wimin me Me permit. Contact
[0-1—UlILLICADSID—TCHES
SEEDING&STRAW IIACKCOAT. ANYROADSIDE
DITCH THAT MAYBEDISNRBED AND REQUIRES
_ /
DISTURBANCE&CLEARINGNTYP�
siEPHEN 0. IYE@e & KKRIN W JACKSON &
OWNER/DEVELOPER or ENGINEER with anv aueslions regvrafng pwmilhng.
REGRADING OR RESHAPING REQUIRESSEEDING
✓ESSiCA A. IVE@e SrvG JACKSON
UNCPLAUP��OOKOK
\
A. MbM1 groddeMvallons nI—penalupma, to �e gradngafihe pump s'blbnzrea,ft� t)(le. asphalt vtlewalk, cuN, guttx,w
w/TEMP. SYNTHETIC, PHOTODEGRADABLELINING
/
\
\
iBO PggE 9gq \ .100-44IB11
NC PIN J43
\
NEAL PATRICK KEEN' &
LAURA KAY KEENE
DEED DDOK 3]89, PAGE 502
NC PIN,{IS7_45-5069
TEMP. CHECK DAM /
w/WEIR )TVA)
.....i
\ 6"PVC SAN. SEWER
KENNETII-JACKSON &
STD. AIR RELEASE \
VALVE IN MAHNOLE
\
TEMP 16J10U-1--"
WATTLES (TYP) / NC PIN N PLAT BOOK 43, PAGE -54-m O O
APPROXEVfRV200' NC PlN f 16]I0053232J � N
IN EXIST DITCH LINE / NOTE: INSTALL TEMP. \ \ m m m SYNTHETIC, PHOTODEGRADABLE \ R \
TEMP. CHECK OAM )TVA) \ LINING IN DITCH BETWEEN INSTALL FORCEMAIN IN \
CNECK DAMS IMMEDIATELY ROAD SHOULDER OR AS
EXIST AFTER INSTALLING FORCEMAIN REQ'D IN FIELD-TYP S'+/- \ \ y z p
M A CutvFRrs IN Fx15i DITCH UNF V / / KE ETHW JOCKSON& FROM EDG'POAVEMENT \ - \
7 DAND EARL LA55 R &\ USAN C ✓AC'A E On rvrval5ve oWFRv> �oal[is =_ / W m m
�u W / JOAN ANDREA LA ITER DEE BOOK 1534, PAGE ]45 ON U U
= h NO DEEnj
ND FOUND G/5 RrOLme evil — - __ —
N NC�N 6]1003 5921 ]IOOP44E 2665 \`—
'"-� g"-E PP - D"-E -- D"-E--- D"-E o- - -E J o E o� aH - -E--- -E--- o" F� e R]N'— �'H•i�`a - -- 9`zJw_ x*oa\ < o
c Bd s _1
_ o"
q _
w.
a
/
W eY - — -
/ Flen�
—so--_ �_ - - -/— D s ar +oo = 'ra" _ KEEN ROAD - S s °g • _ d� co C7 a
D
D _ _ PUBLIC R/W-PARVED7 )S�
nod i
W W Nr
+ KEEN ROAD - SR 1178 1 Iel, n' ___---- q�a�o W
PUBLIC R/W - PAVED —
m a1
ro
F SAN E _
co)
\ \ — W od w LL
/ l d�
a�N /
DO
GRAPHIC SCALE
.....gR.p�xx,,.
( IN FEET) p o Z
+0 1 inch = 50 ft.
GIPI /Q Z
9Q8 OP ... - \ \ - \� • \ n Z c�'e°Bg °A�9gzT � � �a �
„'r u I NEAL KEEN£ & 3 \F s
GRAVITVSEL�EV BOR�, l LL S z
DEED BOOK 5419, PAGE 3]8 _\ \ R\\,+� /j.� UNOER'NC96
Q. 0 z
I U i I PLAT BOOK 410 PACE 115 \ \ \ \ \\ \ ��\ \� � e \ yi / / PARATE� \\ / FwACF PUMPIxcsranON O I I NC PlN p 16]t00-54-532] LIMITS OF CONSTRUCTION, \ \ �' C /`., F-
�0p ,x - / \� / sEE PUMP�r�nON51rEPw PFMON 1IILS U Q Z
P J a EEn2POx sE e W
I O 1 . TEMPSTRAW
I d G� G
I I WATTLES ITYP) I NOTE: ATAMINIMUM ALL ROADSIDE DITCHES REQUIRE \ \ \ \ \� J \ \\ \ _ / rya%ry$��<n+ Q y Z
TOO Rlw APPFOX EVERY200' SEEDING&STRAW 1TACK COAT —ROADSIDE ofI O
N�aeoar 68roPA�ic J466 I SFWEF OUTFACE \ q \ ., ` \ \ ` I '� —\ 6j 4�•i4Re4^ Q Z
(REF: OB gg IN FXISTDITCH LINE DITCH THATMAYBEDISTURSEDANDREQUIRES \ \ \
SEE ALSO. 1, PG 358 REGRADING OR RESHAPING REQUIRES SEEDING ' I o PB Q PG 2r5) I HE8112 MP. SYNTHETIC, PHOTODEGRADABLECINING PSiRFAM"GRAM
I / fi"PVC SAN. SEWER g
FORCEMAIN(TIP) I U SEFSEPARATF11
I I I I INAND PP.AIN FROSIVONTCOSNTF�OLEPIAN \ \ r \ 0
u { ROAD SHOULDER OR AS I TEMP. CHECK DAM ITVP)
V' D W E /" / REQDIN FIELD TYPS +/ FDITA
INSTALL FORCEMA�sRf&EROsIo P
wl AF L — —x_ _ FROM EDGE PAVEMENT UR"o"mETI�c DE
SE
Ory FlrvAL weivMi on u n�zsaOrvTS z Pnoic u AD SELCFIL°NING ALONG \\ T�Q E`KQy. ' x�� if
- 1-1, P cE 111 BOREMISCA[ON51R /+ `�A.�`\ O1J J• J 0
—
/ q �dR o
' PLA R
�l
IL
NOTE INSTALLTEMP SYNTHETIC, 20 x50'TEMP \�...,.4
_ o
\ \
PHOTODEGRADABLE LINING CONSTRUCNON ENTRANCE W :+Ri-":'s�'9yy.rA_ R W Z O�
ALONGSTEEPERROADWAY 5,f:•::...:y.::.::::: 2js \ EP� _+ O y F. O I h LL
GRADE BETWEEN CHECK DAMS FO SITEbCCESSTO"UP REAM � F,rL ..��:,ti:', i.;;.i-� •:, „t 2,�,•x.�._._ O Q �o zCj
ouTMu � � •`. _ _ � +.. � � P
s1 Rn4 � � pw+ \"< 1178
L� SR
/ ti I —__ -- PUBLIC R/0-ARED778 e? i 7 � -�+s G--- ti .'91cry E R0PD .PAVED o Ow.. VJ
< — — — — _ _ _i HIE IT9P> s KE PDBuc Ri / ` Z N F O
co z3w
o
\ a W
I 111111 gR FEET IMIN) DRV y call s BORE & IACK UNDER NC 96 !�
WITH 12" IMIN)STEEL CASING \ �O z 0
.A - PIPE&fi CARRIER PIPED \\ ^. "\ \ W
y
rx00TENCROAamENT \ 1-14
ht N.,
\

aTUG
rPLAN
we o;n zneen wimin on oYeroxzeror connotnon Drpwmgz ror clYu/sire conwtxon Dory. The won meta ;n
win�g11 designetl engineered DID Pmd—d 1n pccoMance wrm 21 NCAC 56.0]01.1.1 Rn. EP-, P-meal
wiflhn�M1e Comiru 'o wings mall not be consi INna; ror D—RA R— appawiaMN4gned and A— bV Engineer as a final FOR BRIEF SPECS PERTAINING TO OVERALL u
ndy allsife p—hand approvvh from app G, federal s/alealocvl agencies mus/be pbidned o.,. EARTHWORK orTRENCH CONSTRUCTION, FINAL DRAWING -FOR k ` begnnmglonydcdonshucn'on cfiviN relvred ioapermif/vpprovvl.Conbct Engn... 1finere;sonyRsxpnregwdmgp,,U1Gpprovv6. SEE BRIEF SPECIFICATIONS ON SHEET I. Know what'Sbelow. -
SeeabPperlinen/Detail t' ld'pecit con de/axs-p =-t p ' .I See ako A. I Overview and/or 4 u
fes/Specsltegenameef foraddilionvl notes w P Gj-f HE,hR1d Sp C,ff- wo. Le
z sPECIAUADDR;oNaLNoiE:erDftrHU PLANSHEET.s ofi=onpn,pertdmng 1p ep�wa;;proles. seedso R)ONpR GRAPHIC SCALE Gall bdom you dig I''ecrgnluctlegsn,mlre,rc O/PigsnircvDcSroa/pw�nan-pgIacsytgiovoiWfideassnnMpduao;df Mabwreeprue'otierfidroeirpdu =to0pi,Ec�qoonsru=iohIn;puCcnownim/dmtfw;'trMpNristgpprOvtdgndwrelea5trdlfipr=pn,hhf�=lipn. ini
eg RREVIEW PURPOSES ONLY
IRP,P" hpl ro
fion N(NOT RELEASED FOR CONSTRUCTION) � a
. srP cedficpuons: mis Prolecns wimann onexcpvprron'wolecr, meadngsewerP;ce mnaoarvon mouee whom pn excpvared hnch, �20) a
p..... ro the french and men re-p;aced and cpmppcled;M.RE, lelym the french aRerpce lrrzrdwfiw. No )� ( IN FEET) 'a W
ed1ch—go.-1-1 DA 11 pn/icip R-except fort minor grptling M. v/e of /M1eproposed-PTA s/d1 ANzewer Z w
Cce�nencM1 excavanpn shoo 6e maccordance whM1 current lndusirysm�warcls rorducme Iron pce and Pvc pce and.lOhnslon 1 inch 50 It E y O_
�h
tfoesr na'nNdgd111ndarcmdn'zozc. mnif,iAcnInqdr/oiogrdnross. dpgS,naegpe :rfpoNodero=nt-emrreos=/lelqSinrp/igcoe,orcRns o/sLnreuNgcCennpDtlnEosOnreoOaenmnrddfeoorrnvg=edomdnM1cidliwfnotlroaneranal'sregpNraep/csetnps,ieficmn.adgMlimoOrguO. . N TlROAnClonlrsxaapwarinxroenAtldAocFpum1.edn.b,herodnnabanrcel
o_,i "(GEEm PLANS)
NS
OWDEEELOPERIFAGNFndgac -ons. A1ENKrgGingob-P,,EG-1MM1evnB
spa=o:orpMew4,mG=wneMI,-Rvzommco==pme m P a N NR'zo_x
sNug
niopeSeepjPEJTechncdsP,ca
pbw
y ` \ $ (xA vnD>H rc R[cuL.w uo xe)
w nfti9tlhnal-wavor Easemenn: AR,--., or Proposetlnghnol-waVwememenh(ftPpmculwNNcooirgnroor-wpYlzhox c
cletlpccng/olM1eslpndardz of the holder orlhe right-orwoywepsement W In axis lgngM1naf-wpywepsemennshax — / 1 a
OWNER/DEVELOP RIwENGINEER wI mR ^angry aep��etl wpenrvl, pntlaNmndRons whMn Me xre Permlf. Conlptl ✓ /�i / \ / I ` pthmenf
gn . R AnrhE N, grade tan rim po,R e o I m'u+ E G SAI' fe a'pha L ndewax taro, gxxer, a.
bM1 grountl Naeva/tom (iM1h Pena'ns p,m N gradingal /M1e PumPsronpns M/oe M1k Prolecll T. GRD. 1 n 1 z o
1 11 1
PO y SEESEPARATEPIAN/PROHLESHEETS \ LIMITSOF CONSTRUCTION, / ,I. EFLILR TRErvcn 1 III i1 1 Ni
��EMCNTFD DI LIMIT ORCONSE&CLEA CTION,) TYPICAL SEWER EASEMENT SECTION I I II o
fl0 c °R ""`" IEMP.SI-LT\ AND ENVIRONMENTAL IMPACTS 1 1 w g o
FENCE MP) m o
(S1 20 TTAU150 TEMP c ANTI -SEEP NO SCALE 1 I `y N
COLLAR ITYP) LAURA KEENS 1 5!I m O
4GflAVE OR CONSTRUCTION ENTRANCE \ pEEOB 8"nPp / DELp rBOOK 5419, pq r,E J>B \ Q+ `y m ro OT
FOR SITEACCESS TO"UPSTREAM" \ rvC NCP g16]f0054-SJ1]
\ \ GRAVITY SEWER OUTFACE oEeo MOpERxEs L<c wpM y t5,100 0
qN OOK SOB / BOOK 43, PAGE 2/5
' 6
v
TEMP. CHECK DAM jAAA
i o
�
NC" R4
CE f 8'GRAVITY
1
6>ipp°5� KJ
ER ITYP)
ED
a r� E_�G ::•:.._.......... � d p a ' RDEPER,axE PLAxx
w. TEMP SILT FENCE ..��//
PO Q .�.••...: � RIOR un OUTLET INPI P uEUPExnuxcxr PuazrcsnvExusEMEurmvl aLsOSEwEx iagklLE� e-Rt�:oA cr 1 I$ nl nj
Z Y U U
�TPn� / \ wErE\ ooAR w
tJ / / / I
a o
as
p po a
PACE •• _ - — /
co co
`-" x _ f• •e • / •,� '. �� a +�! '-+c a �w—A—Ar` +W--- ---- — — �� _' _ �s fir. � �\ � ��,Z`q�4 Z' Z' z Ra[r
e.
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NDERNE9 WITH GRAVITY SEWER
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ICAS!NN PIPE&S" DIP CARRIER PIPEAn O/ \ \\ \ Y? o • `\p\I
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TEMP. EASM•T TOP D
As REq•D _ AT STREAM DR-ING
GRAPHIC SCALE 25 ° (SEE ERD ;G DETAILS) _ _�� (SEE SERER DETAILS)
15 TO,
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EM EA(SEEEPPLTAN(s)m ~
\ NEALRpEKEEN AGE 35 \ UMITS OF CONSTRUCTION, A Pia"¢ FREE OE s[DRExT PRIOR To Flx o ENE ANTI -SEEP n Q
U to COLLAR (TYP) V \ MP, x5 o
T AN nxo FRO
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- CROSSING o z
p pOKK 4Loxos SSMH AT INVERT EASEMENT }y�TI \ 50 ER040N 0Er O Z
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NO
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muMcxosv _
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` ux OAKS "el IMva TEMP EAGM T FIXi D
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MTx cEDiExnLE Eaea;c CC \ sEca[so sERAERA, Pxonlc / # / / 0 TEMP. IMPERVIOUS DIKES AS REO'D \ I I 0 d $ o G FOR STREAM OEWATERING&PIPE - TYPICAL FORD STREAM CROSSING ~ a Z
INSTALLATION ACROSS STREAM TEMP. SILT NEAL PATRICK KEENS & FORD STREAM CROSSING i CC wF 0
502
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sFEat To ISOrin NC PINop I6]80 45G 5069 iox ctAxm pP�°\ \ Ex 11O Z O
02, 1 euEEEx zim.Exlrnnncr 18aW -. t n \\ x TEMP SILT FENCE a51RE F, \ KKEEE 02 ` Q .,.6 Z
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e"eoarL--t"P�'r vsaP / AREA
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FORSTP 15
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/ NG P Rif �� / l arPumaqunsrrxlgxromscxaxnE \ SED/EROSION &
ENVIRON. IMPACTS

USE MIN. 4 EA.1/2' S.S. EXPANSION ANCHOR
BOLTS TO SECURE FRAME TO MANHOLE
IN NON -TRAFFIC AREAS OR RAISED MANHOLES
USE MIN, 4 EA, 1/2' S.S. EXPANSION ANCHOR
BOLTS TO SECURE FRAME TO MANHOLE
a S p
IN NON -TRAFFIC AREAS OR RAISED MANHOLES
p 0000,
FLEXIBLE SEAL
Q ppppp
❑ ppppp ❑
MIN. 10 LF DIP WATER MAIN
ppppp
CENTERED ON MANHOLE
a p o
p p p p p
p n
NOTES: 5' DIA. PRECAST
p p p p p
STD. MANHOLE
RING & COVER
USE MIN.EA.1/2' S.S. EXPANSION ANCHOR
Z
O
CONCRETE MANHOLE
O ppppp O
LABELED ❑ ❑
II
BOLTS TO SECURE FRAME TO MANHOLE
�
1, WATER MAIN SHALL BE DUCTILE WITH FLAT TOP
p ppppp O
'SANITARY SEWER'
IN NON -TRAFFIC AREAS DR RAISED MANHOLES
�
IRON PIPE 10 LF CENTERED
4 p 0 0 0 0 O
ACROSS MANHOLE.
p p p p p
2. CONTRACTOR TO INSTALL WATER
MAIN AT DEPTH REQUIRED TO
a a F,
STD. MANHOLE
FRAME & COVER
FACILITATE INSTALLATION OF AIR
RING & COVER
a p
RELEASE MANHOLE AT HIGH POINT
OF LINE.
LABELED ❑ ❑
'SANITARY SEWER'
23.5' ��
❑ ❑ ❑ ❑ ❑
O ppppp 0
3. ALL MATERIALS USED IN THE
POTABLE WATER SYSTEM MUST
2-
ppppp p®
BE
BE NSF61 AND NSF372
1
O ppppp O
CERTIFIED
FRAME & COVER
COVER
p p p p p
AND MEET THE LATEST FEDERAL
STD, MANHOLE p r
SAFE DRINKING WATER ACT
RING & COVER 1'xl'xl' LUG REQUIRED (TYR)
w
REQUIREMENTS.
PLAN
USE MIN, 4 EA. 1/2' S.S. EXPANSION ANCHOR
LABELED ❑ ❑
STD. MANHOLE BOLTS TO SECURE FRAME TO MANHOLE
RING & COVER IN NUN -TRAFFIC AREA OR RAISED MANHOLES
'SANITARY SEWER'
4 EA. S.S. HEXHEAD BOLTS REQUIRED
4
5' DIA. PRECAST 24' RING & COVER
23.5'
FOR LOCK OWN
CONCRETE MANHOLE NCDUT TRAFFIC RATED W/ 1' DRILLED VENT HOLE
2'
18' - 24' ABOVE GRAD
FRAME & COVER
WITH FLAT TOP USE STAINLESS STEEL HEXHEAD BOLTS
t'
RAM-NEK
N
o
[LOCKABLE
FLUSH WITH FINISHED GRADE
}T
COVER
SEALANT
¢ m m
FINISHED GRADE
_ III —III
�—
-III I I I -III —I 11_ III—
FINISHED GRADE USE MIN. 4 EA. t/2' S.S. EXPANSION ANCHOR
L5' MIN BOLTS TO SECURE FRAME TO MANHOLE
MANHOLE STEPS SHALL BE
12' MIN. PLACED 16' O.C. WHEN
RASE COURSE BASE COURSE
_
III - III
III
2
}
m w
W 3
DEPTH OF MANHOLE EXCEE OS 5'.
STD. MANHOLE
I II
COVER
w
w
5' MIN.
RING & COVER 6' Mtcl
III
p u 0, U a o
2' AIR VACUUM/PRESSURE RELEASE
VALVE (SHORT BODY) ARK D-025
I
—°RAM-NEK I
_ SEALANT
COMPACTED FILL COMPACTED FILL
COMPACTED FILL COMPACTED FILL
FRAME
STANDARD OUTFALL MANHOLE FRAME & COVER
FINISHED GRADE USE MIN. 4 EA. 1/2' S.S. EXPANSION ANCHOR
15'MIN, HULTS TO SECURE FRAME TO MANHOLEca
BASE COURSE BASE COURSE
cm I .�
Z Z w a
«g
OR APPROVED EQUAL
STD. MANHOLE
Yr
2' ISOLATION VALVE AND
NOTE CONCRETE ENCASEMENT SHALL
NO SCALE
`' _ RING & COVER 6' MIN
Lu W rn c s
As
INLET PIPING SHALL BE
SS 316
ONLY HE USED IN AREAS WHERE
FRAME COVER IS TO BE FLUSH WITH
AGE: JOHNSTON COUNTY STDS.
'a
..III
III
Lu ' O N
Z wz e>
TAPPING SADDLE
PAVEMENT DR CONCRETE CONCRETE
ENCASEMENT SHALL NOT BE USED IN
IN
—III
I— a RAM-NEK III
SEALANT
�!t m
MIN. 12' #57 STONE
NON -TRAFFIC AREAS AND ABOVE
INSTALLATIONS. MANHOLES IN STREETS
COMPACTED FILL COMPACTED FILL
' y
TO HAVE NO HOLE LIDS.
Lu �eDO :2SECTION
w 2
'rn o
FRAME
_
STANDARD AIR RELEASE
m �`
MANHOLE FOR WATER MAIN
STANDARD MANHOLE FRAME & COVER
4 EA#4 BARS
LOCKABLE MANHOLE FRAME & COVER
da)
NO SCALE
FEE. JOHNSTON c0urviv sins.
NO SCALE
REF: JOHNSTON COUNTY S1D5.
.
STAGGER 2 16' O.C.
N SCALE
c
m'd
= c
REF: COHNSTON COUNTY STDS.
� a
k4 @ 6' O.C. EA. WAY
(TOP & BOTTOM FOR
`111�U
TRAFFIC LOAD CONDITIONS)
AGO
PLAN TOP
FINAL DRAWING - FORwl��
- SLAB
8' 4'-D' DIAMETER B'
REVIEW PURPOSES ONLY
USE 4 EA. 1/2, S.S. EXPANSION
STANDARD FRAME ANCHOR BOLTS TO BOLT FRAME
(NOT RELEASED FOR CONSTRUCTION)
y
il�
AND COVER TO SPACER.USE RDPE MASTIC SEAL
BETWEEN FRAME AND SPACER.
-1 l I. I— III —III —I
•r
0
O
gym'
6
8m
OLE
R
NOTE:
1. PIPE SIZE FUR DROP TO EQUAL INFLOW SEWER
SEE TOP SLAB PLAN FORa
REINFORCING ,
BUG
SCREEN
Q
O
a
PIPE SIZE.
2, FITTINGS FOR DROPS SHALL BE C-900 OR
1 l2'
SLOPE 12�4
2- CONCRETE
TVPE 316
S.S. 3' SCHEDULE 40 PVC,
Q
O
rc
USE 4 EA. t/2' S.S. EXPANSION ANCHOR
HULTS TD BULT FRAME TO SPACER.
SCHEDULE 80 PVC.
3� SAW UT OR DRILL ALL HOLES FOR PIPE AND
TYPE 304 S.S. OR,
TYPE 316 S.S.
\
Z
LL
LLo
8•USE RUPE MASTIC SEAL BETWEEN
BOLTS.
-'� p
VENT
O
LLI
o rc
FRAME AND SPACER.
8' MAX. FOR
4, DROP -MANHOLE MANDATORY WHEN DIFFERENTIAL
BETWEEN INVERTS IS GREATER THAN 30'.
T FINISHED GRADE
2
lL
O
r
S,TRANSITION TO C- 900 PVC OR SHHEDULE BO PVC
NOTE; NUN -SHRINK VE VARIES
J
r
E+
FOR INSIDE FITTING SHALL BE MADE OUTSIDE THE
MANHOLE (ND FERNCO COUPLING ALLOWED).
VENT TOP TO BE I' GROUT
ABOVE 100 YEAR FLOOD
�=D
11J
Lu6
ASPACER
MANHOLE SHALL HE COATED WITH AT LEAST 50
ELEV.
0MILS
3'-0MANHOLE STEPS
(DRV SURFACE) EPDXY SEALER PRIME AND STANDARD MANHOLE2'-0',
#4 @ 12' D.C. EA. WAV
4'-0'16' OC.
FINISH COATING. COATING MATERIAL SHALL HE RING & COVER
PRE -APPROVED BY COUNTY PRIOR TOINSTALLATION.TYPICAL
SECTIONMIN. 6' GRAVEL BE➢DING
Lajl3DR
SHALLOW MANHOLE
INTS SHALL BE SEALEDSLEEVETH A RUBBER D-RINGSKET
OR ROPE MASTIC SEAL
STAN➢ARO PRECAST MANHOLE
Ly
y
EMENT GROUT ALL JOINTSNSIDE
AND OUT8o
W
'
RISER UNIT
MANHOLE STEPS
3- SCHEDULE 40 PVC,
cJ
J
s' 4' DIA. MIN. s'
TYPE 304 S.S. DR, FLAT TOP MANHOLE
TYPE 316 SS.RUBBER
J
Qi
5'7DIA.
1YLLI SLOPE
HOOT
HALF PLUG
WATERTIGHT
FRAME a COVER
W
U a
W
ON ALL INVERTS BASE UNIT
OR HALF CAP C-900 PVC OR SCHEDULE
TEE
80 PVC
3
z
TRANSITION
W
O
O
BRICK & MORTAR INVERT
EXTENDED BASE
IF REQUIRED)
W. 2' S.S. PIPE
SUPPORTS
O
Q
2' MIN.
,O
C-900 PVC OR SCHEDULE 80
�SLp�[
11k•,�
FINISHE➢ GRADE VARIES
NUN -SHRINK
Q
O
CC
3
of y
PVC
GROUT
w'
° a
RUBBER BOOT GROUT
3' PVC WAL
Z
tir
WIDTH AS
❑ SLOPE TYPE 316 S.S.
EXPANSION ANCHORS
SLEEVE
W
LLI
y
REQUIRED
90° BEND
jjA.Jp
J
HIM, 6' GRAVEL BEDDING
�
-o w
a
y
VOTE. 18' & DEEPER - 5' CIA
CNNE TNP MANHOLE
Z
a
STANDARD PRECAST CONCRETE MANHOLE
INSIDE DROP MANHOLE
PLAN
TYPICAL VENTED MANHOLE
Sheet No.
NO SCALE
NO SCALE
NO SCALE
Di
ARE: JOHNSTON COUNTY STDS.
REF: JOHNSTON COUNTY STDS.
TYPICALMANHOLEINVERT
REFONSTON COGNTY STDS,
D
NO SCALE
SEWER DETAILS
REF JOHNSTOM COUNTY STDS,

NOTES FOR AERIAL CROSSING:1.  STEEL CASING PIPE SHALL BE SPIRAL WELDED OR SMOOTH WALL SEEMLESS WITH A MIN. YIELD STRENGTH OF 35,000 PSI.  REQUIREMENTS SHOWN IN TABLE BELOW: ALLOWABLE SPANS FOR STEEL CASING PIPECARRIER PIPE, RJ DIP DIAMETER (IN) CASING PIPE, STEELDIAMETER (IN) MIN. CASING PIPE WALL THICKNESS (IN) ALLOWABLE SPAN (FT)6140.3750408160.37504510170.37505012200.37505014240.37505516260.37505518300.37506020320.37506024360.43756530420.43756536480.50006540560.500065 2.   RESTRAINED JOINT PIPE AND FITTINGS SHALL CONSIST OF BOLTED RETAINER RINGS AND WELDER RETAINER BARS OR BOLTLESS TYPE WHICH INCLUDE DUCTILE IRON LOCKING SEGMENTS AND RUBBER RETAINERS.  RESTRAINED PIPE AND FITTINGS MEET REQUIREMENTS SET IN JOHNSTON COUNTY STANDARD SPECIFICATIONS. 3.  CONCRETE PROPERTIES SHALL BE AS FOLLOWS:  CONCRETE COMPRESSIVE STRENGTH = 4000 PSI  NOMINAL SLUMP =4 INCHES  WATER/CEMENTITOUS MATERIAL RATIO – 0.45 MAX  AIR CONTENT = MIN 6%, MAX 7.5%     CONCRETE SHALL BE TYPE I/11 OR INACCORDANCE WITH ASTM C‐150. 4.  ALL EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/4” 5.  CONVENTIONAL REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60 AND SHALL BE PLACE IN ACCORDANCE WITH “THE RECOMMENDED PRACTICE FOR PLACING REINFORCING BARS” (LATEST EDITION) AS PUBLISHED BY THE CONCRETE REINFORCING INSTITIUTE.  SPLICES SHALL BE CLASS B CONFORMING TO ACI 3 18 OF “BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. 6.  NEOPRENE BEARING PADS SHALL BE FORMED FROM PREVIOUSLY UNVULCANIZED, 100% VIRGIN NEOPRENE WITH DUROMETER HARDNESS OF 50. 7.  IF ENGINEERED DESIGN REQUIRES PILES, THE CALCULATIONS AND ALTERNATE DESIGN MUST BE SUBMITTED FOR APPROVAL PRIOR TO INSTALLATION. 
pGoP9tnlClldfl 1. C1r:M ve.ced or m.r.r repayrk fwY. vd o.ar Mxe
oyeww.nupllS Ifaahb meaW dpgvt�i.h♦
f.PYeemcawmrnlhegwuC �aedmseeewa..,,. Vc rlvx.�
iL
4•- u - erc 5wc•lak f!n'n 6a�me � mow aAbiLrr of me nwreu la
Maintenance stew. ax s"w padard.rww .wmw.,em�Irwwl...-
'q de Nlmu�e nx. T,e ^� wyw r[�rl'r e'k-Inx , d 2. urn
. allb..m wm.lmpxf>er..,en x In4 w.li rd:...e.d elm
[reresmwe r.M.ir.
..aad,. a.d�.ea w� rannvw
CONSTRUCTION ENTRANCE PAD DETAIL
NO SCALE
Q STnLLnT xOp nnitTaF,up[fXT ma
r d.a. e>tiy.a I� ..md I�rw ssu w :�alre .:.odes ..
m.utrnrr.r.an.awyMa Mr Id ae Manse tyF paarn leeq w a l,�
.aYa M.aad pnrcJ+ roe d.I f.p 1D...a en were .Ia. a a aP
pa.e, mwYaionk itlao.dM ryri.fil+a
1. AyWy limo, stump P,a tivl Ut- I .ft ­
Nln.#
P..d"sfr ia" sad sr4radcnaa
IwarAAMammd.Yr msnr lw.wltr.pmpr.Y al.m.eoaa
._ ,r.
..r.rrar•.t...lrr
s r,�rlw rKear.rlaaa[t e..11n.a,twlar�—�Iw.e�w
dxp, ww wiN.ra. � up ran¢ .. wn I. pace a lea Rllgk iw�
�tz:rxa rmw.M waema r tR�Mtwadp+ar..talrp.
.n.beca3 µ ..M N,w1-.r-.,..r ryl^r3A IN W aw.tl�wnn .IwDW 4 l.y'e an.vlptcr. wren m ndltrdapdef a. a. ac v.eal.p la.
pd d dr vs..,a.a rat yea r.r,. e. rinlr at...,e
31 .able Tmwar�W a�
DFrCH LINING INSTALLATION DETAIL (GENERAL)
NO SCALE
FOR OTHER ROLLED PRODUCTS, SEE DETAIL FOR -ROLLED EROSION CONTROL PRODUCTS (GENERAL) -
r.a� n,�.-sn�n�nnw� n�iU.sperylaau.,,;
oo�t/ A �uxw oz g enter. fnu, nit: frr,
niril
_. ___ � ate • � -�
TI ia..
Maintenance bW.c4remmealimoea9MaetDe..awe.►aodan.rea:bmmM. M.M q
mgw.d rain m-kiately.
Sh mw 1k We of a mover* T wlagwc, WN; docavnpmo nr bcsome
mefiaetrex, repllc. it pmmpdy-
Hmo.: a.dimmr depo _ w p ss cecox..rr mdde ad rq wl�e
vmage
f 16c spit coin sad W salsa prea.un m the f— T ke c¢e w amid
mdL m the fm drying cic w.
Remo+•. u11 li-mg ota mis and unstable IIdoi and Ltimg the
— b gnde .nd atabilim it after the -Ink mg di-r arza hat been
pmpmy itaimined
SEDIMENT ("SILT") FENCING
NO SCALE
Construction Cpa.traell.a
Speafieations Even if ormperly dftigned, if not properly imaGII4 RECn will ymbkW
BIN m vim as dryaW. P.M ir.=Umrlam is h p mli ti. Pvea if poal—ly
uwsdlkxq if not pmT-ly fim[d end m odwd, vaedatiaD will pmbably rqt
grew ae dented- Pmm-&vegemb" eel c6m is d1w impr1YYYr.
Grads: Lt. n.feec Of:..t.11anm— m fi,m "' ground is smmtb and loose.
thew -kw s4,&-g prof w m.utoafi_. Fallow steps For se d bod p> IN rGvn.
.it ®mdn bi. and re.diog m.srarjDDP Smb,FA non, 6.1. All gullim rilh.
mud err olio dirnutcM ame mns[bc fine gradDd prior to inaml]atim Wad
aml EerereRECPiMWuian.(Impoxtut: Remove all large racks, dirt clods,
ramp., sotdr, grass citnnps.lmah, and othaoben-uclioas fimn me soil surLea
W alWw far direr [riot[ kmt the roil NTf and th. REM)
TwI aa<Fm Irerlehea oft required m RECP ends sad irD ..uent no—
ap hr namtlna¢Iw ecrmes dunnuls at 25-fool intmah. T ins] anchor
aendla. vhndd be a miairawn of 12 ir.ch.a in deptb and 6 imit.s iu widen,
while mer®trena lee b- need bo only 6 arches deep and 6 imi, a wide.
IaamUlim Tar IIIII Plasa tlm RECP 2.3 feet aver die Wp of the ilope
mad iade mo elteayaled end trench -w—mg appm.imawly 12 mchea dxp
by 6 fnebcs wide. Pie the RECP ad t foot tnte .h along the bot a of the
urmdh br[kfil1, .s.6 gpmpls4- fleapit dw RECP down (m slog) the elope
mammI direst x,oici be[wxen the Nil and the PXCP. Ovxrlep adjacrnt
rolls a mt i.— of 3 inch- Pin lit. RECP W Zhu ground using IUVl. or
pits In e 3 f cwtc[-1a-eerfer patetn Less frequa.r sraplinglommag 5
.:aeptahle an moderate slop".
Maintenance I. moped RnUed Emem Cal P-dons u loam -w* and a9r twh
.Weant(IR imb w gr.alaj rain 6W evamt repair immediatrdy
2. Good .dabct .rich the g—A mum be mminw-cd, and erosion moat aM
D benemb date RECP.
3. Any areas of the 11 *9.re damaged or me un ckm embv with the
Sm.A sW be Apwed sad stapled
a. If e-i--- den m poorly oomtrulpbd drai W, Ib[p ohlem shall be
f dmd the-ided arm pm1mtiNJ.
5. h3Dni[a mud repair the RECP m F—sary =it gamInd cover is
est,bliatud-
..�'Nu.r I',nrlx. ollw laver � •nlxn., nNnl.'�I.��Nlwr,,.,,�n.
n.,,„ayb.,u�*,,,,..I mr a.urnH.,,,,,.n.•.a a, I .,,.,,..a.
1.11 'TALI
Installation � ex, .a n.�, n„
Specifications
- ,m,x m.�xn.a.0 r veAt
rve
Dn;n oanx� Iv
ani`.a
.ki,la
iahw'•.de].TON mechannel Ville up�amd h.wtr wdarthe abed �.1
-zi—. At 23,fym in4 Al .I.mg nc. 0—I, arrebn UM RECP rre.a df
6- eilhw is 6 uch by 6 f hm hw t!a bye 00vrp Iwo 0.dyap"d
sows ofauclwm Eicavmlc kogitudin.l usncbcra•nclla deep aodwidc alLv;
[]wale) nlgm (.brave wav liar) in which b two the a ide RECP &SI
Fla. the Srrt KeLF h tTK -.O, larcyn end d the RbNI Place the end of
the Ilya AECP m 1T. tovi.Ivl trench a.M pen it a, 1 f ,, mtrndr almg N.
boom arm. tench
Nw: The RECP ahmMbe pl.Yd upvdir done m IFe trodh wish the mil On
Ibe downprara lade of ON btaach.
Oac. ]dead bd ba,,11,111W. the RBCN ie alcpluyad by wrappm ova ,hc
top of the M-na and a !]Lag uparwm. If the Pkcmd h wider than the
la-i" mile, p]eee cads of adj--1b a 16e lnmuael —oh. —I ppbg
the +dj, c r coils amimmum ar r)1 Dm u 1 rw Irxp Aj, bKLAll, atd
oomppwL Ummll eh. RECP m thew-o, III ,emit Ling the fart
n
nest -.6- ]' td the ].BC? hark -" Itrc1L prrbmmg J. mlt mm.
. du nRtn oa id. of lie. wench, .ad dl.. ng the Irly to wrh m 1h.
n h
Thee pin the RBCP Into layer) b the bowel w the nerd% baekbll, and
OMML is W hDax IT the thaopd (W40[ a tts>rt the top of the biAta nettle
=xb) repeating Las sap at mbm iabmrmi=r Iaem hb wti] inching the
.ppera Ptak owrb
At Ibr upp[a teeeniml troth allow III 3M P m cotdam W the tmarb.
sse,Pe wuh pint It, v*". backRn, [amp.d era den bnay the eve lad
over m. lop DF9. trench and-w lbe ra WW nut (7 m 3 feel o 1W mth.
dnwe:arban direction), and pin m I fi.n taamala — du RECP- RO.n
wmdag inmd1116.. f. ones.13, been to a tI w.6 11hp etchofFWII
tmin®® of I Soot wish upaosem RECP oa mp Iu pny[m uplifdeg Ptah
he .4m or Lb. RACY(.) i. -.- , ea pin, hadbll.. 4
A -INN- rg Nvivia-] I SiI at ]wet 6 babe, k.0 by ] -b width atgdea
m 12 mebrnni—lmglh woo&t wrt<.rmmd-----ded Rif wl dngthe
RECP m 1b.g _'L
Driwalap&seepanA to rhar,he,rrperIfta mnlrapiaa^ "uaJl doe (traand
wrrIx Amhw each RP.CP every 1 (W .level ip a Iw I.oagitudirl
mwiye .n,.e1 be sufllciw w ale---.J r A tort 4f 414- cad u.If:Cm
.lpvg the entw.]mguh rd 1.p tad .wt.I^d-4)1I Jw.g Lac -lap
]eogm- RWI ends m.y b[ splk d by o.erlapfmg I men C. m. dimcfion of
, wa,u il_ -Lb,1
P iysnnm'upatepc vet pl>,rM w ,Irpof me dowaarmamr
dowraIWp REM ll.i. overlap O"d be arcbmed W I root .pacing scow
t1[REL9 Whn¢v,ablliag mmdplr xiekh moo hen>nmedin The Felonry, all
faar.y scares 4ed held over" rbmld im snrdteiy aaahx..d.
FILTER OF 1 INCH DIAMETER
o°F
# 57 WASHED STONE
NOT
o
SILT FENCE FABRIC TO
HARDWARE CLOTH BY ""Al12 INCHES
0
STEEL FENCE POST---.\`
1�7SILT
WIRE FENCE
FENCE FABRIC
HARDWARE CLOTH STEEL EERIE POST
ON WIRE FENCE
HARDWARE CLOTH
ON WIRE FENCE
PLAN VIEW
NOTE:
FILTER OF 1 INCH DIAMETER
B 52 WASHED STONE
USE SILT FENCE OUTLETS ONLY WHEN
DRAINAGE AREA DOES NOT EXCEED 1/4
ACRE AND THERE IS A LOW AREA. USE
FLOW DIRECTION
18
AS A REPAIR OF SILT FENCE FAILURES.
GRADE
STEEL FENCE POST SET
-
- HARDWARE CLOTH
MAXIMUM 2 FEET APART WIRE FENCE
8..
SIDE VIEW
SILT FENCE
FABRIC _
,,,,,_„
,-
BURY WIRE FENCE, HARDWARE CLOTH,
FRONT VIEW AND SILT FENCE FABRIC 8 INCHES INTO
THE TRENCH
SILT FENCE OUTLET
NO SCALE
To
N" AD . S. CURY INstEAD r a
AINTENANCE:
Clean u ul.led sediment as needed, but at a m,n,mum after e y ainf.11 event. Replace with
.I,.n .tort .. rtPmr,a.
FW- L1 ill ialrpwsy Ohrnd 110111I; WEIIIII mat 8191e DINII.nld—kW
Exmax a...d h sedge
El. STAR yr.raw.aHrclre.
ai
Ddg. BNM
rd nal
o.aw dra..lr.r II..,..0_ aides mpldl
alayg wwArd>..v.r.1
� TTpod lar,rJbr4a ! J
�n:a-...pis a ter
rt,n+a.Y.an.l,r.m
W.,.N..es atvd� adi LepHr.Tir�Y r,mer fnnrh
SnI.W�adlmap it-hd,..
rap
LI DL v wYr.tlas ueudi.g !!flee r.pwr aanpvury blaNel.. [wraaeruct lent. to prN.er
aNtff a,l asi term.." mla,.rxel.e
2 Gob -.wed sidlr�da.na dnilr. rrla[H:n muv.daud a !}Ire shall edlme Mi twatmnaw.nl
ROLLED EROSION PRODUCTS (GENERAL)
NO SCALE
FOR SPECIFIC ROLLED PRODUCTS, SEE DETAIL FOR 'ROLLED EROSION CONTROL PRODUCTS (PROPRIETARY) -
FINAL DRA WING - FOR
REVIEW PURPOSES ONLY
(NOT RELEASED FOR CONSTRUCTION)
Rpm Ll la tTmaW Ir.laOlon and Snp klaailYahn; Washingbn Slob Fmbp Dapmrlmels
LarIT,Vdlml varlet !. r Tu-event Mep.ad
Mantll y....r ,a.Cs Ir.a.1r
slra er r.®
he *6
y � n
p..Ia =bl..d / ^ I patter I r>"..nw•r.n
MLYFE:
1-eT.tnf .R,at [vercu[tMf", mmrafxt—[ptcAmtivr.
step. p.fax i.Nxaranth Mws
rfswr.eeuan ee Tha+p.1
v.aaman tr wa.r nnemreer.
algpa, merles yrrava.f .ha aaau
- ---=
stapllypate.ram, aun.r
— rw.r+, ear tare nr.rd.
]lqn awtq.
IsuaSaptag
Ds eb t,ratd.hhlk.ta/n.n+g1 .�`kw
H u,.reRw 4m teelay.h.a
dire fF..nd u d.
tti nN. t...nra.a„e m/
Mralr,Pu
K
Fv akpar men HNI, 3m.jv, rqm
1.a.w,{atrNlb, r,df.d bxferM nrrldWNx Pbanrg
npp be pfe..d'n titiaenld rnpa
f s..hn. ire.. are. al" .wa•dw lwxa Wr.t
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o a o 0
' o
� a in m rn =
SO o r
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a S, SE 3
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Z Z wr
WWin�earn
W im o
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W ad—
w n o LL
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m o�
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aw
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Sheet No.
D3
EROSION DETAILS

IyarraeArw.l.,d .era n,vaaawa,
VEGETATInM
a
I onstrucidan
I- I.are urw,wal .1orc ILYw nl W r I're. awl dinar•xw shown m
SpearOadOnS
a pbo,nf flleaf a.r fauadaion lleeaa wlv'anl'UJd+m Wwrd ire
2 Kau the carols .lone awtiIn w ]ers 9 seta,+ bcFrw the en0 .sere 1ae
d,n,l.hpt• 11ie channel haler
4 ple,r,edilr ­1rwre5 w 457l anne npmoan.:k u[11m Jan
,Mi ne thnorum a,lI /oarthmL
J. IY•n 1Je w1• apron Ural10 amen the noun or the Jam TM epm n Ji 1,
_ rink apYara,i ter�ipnr.. mal err 1, 1he ,un,1n�
x�J1 err. ]1FN nJina y.,ae
f 4,w..ldr.awaw 1p.i l.3 f 1 h�,lhv di.hhW u•A,m w'nn rcmn
mm�ry yr,nal rand, W Jon stoat Jdn
e. b.canla.ed'wen apege areawn[d�naew:r�, •F,-.•Iv Vr rd�n
IY12dnta11i3nCC
lydnn dierlsnx md•1wugl,a,Ic.,.e wccll.wNaA.•i e+'h„�frsnlrl:
nJ• �r riw.in ninGll ., ml unl W. nnn..lnrlr. 1Tn11 av1 w4rcn-n1.
anw I�niM1. �n ,xMrJebr�• Ju,.nuhl cI�M1;,he A,ar.•1 wh.r, nw,ial
riIM� ,.Iq•1,ttrrtxrc aW,LtiuxNion .bore ahr dock Jan aodrnmm from
hiyF rd�xV •n•�n•rl 1Fr rJrra ••f Ihr dam f'amq, all Jarnayy pimalgl.dl If
r�Inlrsap ,s1a•pm un,m hY.nrar adJ. o can la alai
bi,m.
-1 P.,-
,nW1 .• 1n,la asap n rwulrn.n npvap lino in 1mt Asian of Jar d�ncl
11Tis�.x a 31, Niru rMrirar w�.11L, rr! r'ua�nw•f•y
i[pno,a• gianrnl omimua^.t heh,nJ Ur dn. w p•eJal w rre, era d:merc
Y dIneml .gxlali.n a]Inx ,Iq clpnirl u� diaia rhi..�pi� rl�r •tone r1riA Jn,n
lour dew, faun usryina.riiame� rota Je raw A41 Fva. r
.. . ...
ar
,gna elad wnauewie desyya bassi oaJ ena„glpa
WEIR LEI ­
SECTION 7MV ChECK DAM
-HT MIN
or as w asr rG
wxsNao stun I -I R,P n
2- IAI
xt_lA
. a
2 w sz� t-r- vaupa ue pax)
Nsr e. rslwc �amc.rm a Px x PROFILE Fnealt
Table e.10.
Seedlrlig mdchm
Tomporary n nG
8"0" Neu owai
mdallnn. for We
Irye(q,ar•} Ire
4dRn[ar and Erty Slanfig
An.wl WWedera Imubpn
oleamml r na CaenY Pan,
aoaarl v1 winewal Sr
c". annam broen.•. rrr,a duralkn of lerraorary sour n red to
spasm b. e'd Jon.
fAetllrq arks
Moment- frt r'eb. Is - hlay +s
Bola. 250a IeFL fad -,-May 1
W-.!SW
l n. T- k1 1
pN6etl
pit 1
cmwl Pkw[ra. 1 . Ate. 15
Hal .mandleana
Pot reopinKnOwale of aW roan a apply 2))W'Veve 9neune
nalaraarlrr a,mialom air 1d0 deers 10.10•io landnry.
Yvch
AP* e,9W l era. A e-ah caws,
ere h.*Q Aeaa rHn baedna eel rroeny aragnl �n De
dials Nieldea. I M
arAOR
... abhm[
uaae r, • n,10. rrtll(rinp reel
R.krtaoaaa
ReferA'oe a rnn t .net mly ad."- R-.k rerari� rnd mulch
n nmed.16tP I'A"A +9 e.mxAs yr Nlr d".00,
Tim
Table H.1Hh se"np mlxtars
Iry Sgedlnp SPan44
446-rerl fW G—n matt
S.mrtgr
result p�ec e1
40
h he P,eJnyn end IIA-Imna- a _! Is rimed be
audallhaled ton a rate of 56 .name.
Serena &M"
MwnL"-d day 15-yLp_16
Pladmonl--" 1- Aug. 15
Gaaalal PwW--Apr. 15 -AnO. 15
6¢fl -nclam arbi
FDA- mooamaederbns of aA Wea or apply 2,000 Iail- Wound
ADMAnml Inagnne ere 7" WAen 10.1 W ❑Samara[.
Mules
Apply 4,000 Ldeaa auto Mdaors ,byleeldrpwlthaieplell-WriH,
Pala,. anIp imchnal. Adlsk seh SlWer aAl reathr atnlpM1l paA bQ'I
uend sue a m•alctl an�esing wars
TEMPORARY SEEDING
CHECK DAM WITH WEIR
AND SEDIMENT STORAGE
NO SCALE
11'" E.70c
Slaadlnp nnWurs
Temporary Saaditrp
Bpliclaa R.W (Il4r"
RoccmmandaLlon. Ina Fall
*a Wg ran) 120
jaeWnp anal.
MourNawe-AJg +5-fNc r5
Ceaelal Plain and Piedrmnl,4ug. 16 - Dec X
Sell amond-rit.
Fquaw roil laflg or apply 2.0% IWAtre gm1/,d agAcu@.al Imesterle
end 1,11(io Raald 10-1i110 %rtAlmr.
Mulch
Apply 4.QW II Pol N•O'.)r nrc,w by tarldrg xiN daphaL, raiding.
Ora mulch endwnng mol. Adak wrap blades set ready stregM can he
aced a. a mulch archoong IWIL
alleh]Waae,oa
Rrrpoir grid re/ppllim Jnmallad anon aea eplawly. Topdresne YAd1 50
Mcar or ninVan in MarW I A w nummviary to extent ferriponary
cewr bay ow Jame 15, wafaesd 1Wh 50 NYacre, None iIbigi end
Comial Plash or Korean IMc Lruelnel lespaceam In ism February or
Imply Merrill,
Main[enarlw lrexw.,rrd.r�..A.s..�.e.�w,e=^weew+an•e,>wen
SEEDING SCHEDULE AND SEEDBED PREPARATION
SCALE
NO
e seeding Icnedule above is omme d men mum fbr all disturbed arena that are left
exposed for greater urn the ... regwrad lime frames, a asloblisnaa by lne state. sae `Ground
Stabilization Requirements" for maximum stabilization lime.frames for exposed areas accordance
currenI
NED Gneral Construction Permit, NCGOt). Seed with Temporary Seeding 11 all disturbed
s that will be left exposed and that a scheduled to be seeded later with Permanent seeding.
Seetl w n Permanent Settling o -
Nfien plan. call for a parlicular11 finalaaeed rig a(Nf,, Eno, _dinga5chedulet ne Me Final rS.rrfacear Plon,
Sheet a this propop, than vmv a e n ast 1hi-d rid of tna spaoiaatl grass type. If
plans do not oil for a particular finals.eelding, tlthenaprovide at stable and ealabliahed stood of the
Parmnent Seeding mixture specified he ---- sum Permanent sanding aha11 be approved by Me
O ER or ENGINEER prior to pl--t.re
e�
--------------
ea�Ym. n". a•
.wra•.. 1
fun Yrnnn Y•ex
w..rare ti....r r.raw. r.++...n•,..•-..-. e•.e r..-n�aw.«
e- Melnlananas ,.F•�yw�,u war. � r� n��m.w...
tii pl-...��,yir ate..-,..i�a..y� iti•r.� r�
.aw.+..,.,w .•M nr, .i w Mom•
bbedaeuaaae �r .err. r.�«r.rr.rr•n.aw, sass
IYrtr•rvw;\irl,.
e..a � K wr ww.r.d+r:awy ian�...•..e.r•.
CHECK DAM DETAIL NO SCALE
Fveey,mply teed -ulg wk-
or rr.derrbrordn,rldoil4, oahipackr seder,
h•- U. .acting ras given fo UN. IN Ifl".10ii. Bawlrsust
see 1 2 and • g ut apI ide A. stepJopSr xh- equipwrm
evert Ne &r dead ooe&-a pba V nn vooD DnndW befaate nr We
dimm r be i cberag . friii- dueliladrm.
&rout ipanq afaogw :,it pw*w w men asp I darn deep, rod Nnaad and
kg.- co mine d- LT iaxi 11 ¢4eaal sad rural be ...A by T k g
or p.. drag.),ier.. Fb.1 rhea hAdy 6n 1 rash . aod&a DOruLup ]v.
Kydrwadar mi.rwa. Mould _I.do. s_1 fiber (rxuuaxl,mudi,
IKl:1-e7L1_%F.
Tim ofon appoprihra,aa" will. help r-ry w bli.Mman well n W
eanSdsu, and u av .bk m uecdL.S —a -der hash ails coedhiausu
Wa l,PAe 6.la, 6AdeAeyrl ... _.. lee muuww 1�lede
• rodmR m hH for wialu — [wood She makha an, nas am idaW
drg vrrthw wtf,
•:Aµa Feels War 3-L
• coavrty hat mdry rt bus
• 41ly r wile lW aLlmo, raky.Or boieclay Or pwq, and
• tear rwxinag —trued flew
INK Ira, W be nukhed u pblal t9 moceotr+ad wiucd,. n in gtvmaeli,
-be, mulch wnh netting (Pnicu. 6.14, AA*AfrR�.
FINAL DRAWING - FOR
REVIEW PURPOSES ONLY
(NOT RELEASED FOR CONSTRUCTION)
PLAYMO
Seed-Phc-u-the seed bed err de Hbod die- in soil pmparl Apply
s b at roes spociHed on the plans_ anNw . rccpmmuxld W in Tkhlrn
6. 11a-c or Ibis mamral, with a cyckwe xeder, prop type spreader, ddL1
or
hydrosmdrr an mdrw info @e prepared lord. ]nonpoale ale aced
into the v Led Gal . apecftd. fhande Fnuhcd gad. as apceiii d on
the approved pLm and carefully ctUliyntk dre uedbed I. terrain dlx
1f vermin doer nor alto.. fir Ow Die of a Kwllipacker, the approved plrea
.0 wnabu:riwr xyyaa. mint p-de m altgm . means of li$uy
mmpa dog urn Al-wMulch ineadielnly.
Sprigs and Sod - befall arm dor prepmrd aced bed Wthc moat rumen[
guidance in Carolina Lawns, NC Sin Extension Ekdirt nAGd9. or PracO.
d,12 G,ddinx.
, Wordy planli !line.[, wnuiaer, B&B) - Thm miciridr arc typically
uxd to pGx.(ive corer. Tbey—rLully
cur major mmpca e*l Of mg•lcmn, pe+mwnent stabilization and should
be chosen and plumed in junction wish bnmedist, and rag -term
meintenaror- The pleals should he xlcei and apecifinl by the design
pmfea ..I fw each individaul projen. See Waaix 6.13 7),,sr, Shrubs.
Asrm madC syC.-
��.�
�as-r.�.r..r-nu9ss
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yar
rsr>•
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-1r...�e
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—
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iaaaa�aaaa�aaa�
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rS,E'';.T'�L.NF.�NC•7NG�NNL��.7...
.. ....
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7��iT`�'TT1:mf"'aII--"^
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i�L'�'R^P'�=.�t'.�'�^a'L
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ra�•'>•�-a`->•r.^r-••r•x-n••�rra�^`r-r.•r"'a
i�
��_�T-ate-.
L:'S9a'®E3L7
!
��
in���
Irk
i
r�
■l�f���
• Madix err pepped aea to hr u,edW m. mad.. deph of 6w
fa) Ieeha Reon eseen WWtM. d,�(a) low s aey.ldr, adds,
tuna ar,d albs norneaaw > _ d. d,F Iwf . if re, fevpnma
doing We-1 pepabrq pppeR add pH modiAer Intl f *the
eriial in iAe rl tea o p-
xo-emipq. sr Vol! WlWoa ewfibrdiv rvlks. Tl,c OWbol 01de"1
I. a w nee rQ [dote it a _. wvr,rmlr (Ir n-rmv All
rkye. mwdepmewna,hal be -eel and hllal wtrwidedwrpem•ed
axf Jpla+ga,>',Win6of V doi. a.. Iti d�im.*Mindy.nne
E..hW ar. ue ra red.:deed pxpa -I. mohl.W.
,aa w Ile Sprimd, SaddW,-&.F na.W
•Mdxt afphak8 uu a dire dad.Ra:+ qua w a dmlhof Wald)
�air (6) _w below the •pven'•Td f-Lha grads Nmwn.4 Fmu
duo w.ae (1)iwbea m Inc a&, &Lcxm.m era eavInne
mrgbS Bar aeGce. Ifratvmpmad m1he, �WpH
nearer, r..b-se aura -.-.- -�In9mmdmm�
• Rwmpee o-ft urea Yakm4a whipiei rralkrad apo*&d W.J.
Y
dnulbed above IonaapnaF,,gd.ed plreaaA dinned lmmWlwelf
[per Lee uadua 1, eamplefe Mule$ ore-knr,.d r.peNtree
A.ayW illy or reed and ptw m vriak is an imywrtanl t•onaidrnnlon of
any crawl.lion stabiliratrn cf on_ 'lbmuyplout Nanh Caroltrlt climate,
etonearica, conNwtial rche]1We ddilys.4 y;celeraainn., and who facm.a
present dif .G1. dulo.go in specifying ao ditkme vcgerarion mdcd for
rite Fabili Non. TO help [wont IN, irme, svputi-valtilianion F q.,-
eoneidcedon in dote rarer mri
r lnrmediaec Ruthili-i- nWaecwpvr,niex[nwr, WrOporery mW,hmg
m+Y be u diced for immediate stabillratiw if a L'mrd on the WF-,d
Plans And co-woction socii,or )
a Primary Slabilin[ien -plain varieties providing-cr up to 3 year with
aV KlfKd wrimenarea pfpgam
. I.paglinm SWFHiralion p4nlewriatiea larwidingpnalenivocavprwilh
euinrenantt kv,I xkc led byd. msan
1Yherr provin- arc made for regular maintenarer, pruory ytgrlaUre
may be the end rerun. An sample of pi ninny vegrtzrve sonar being
xcrj.pon . aF end axe would be noose in eealJalnd and cammerrid
deYclopo»mrs Ihu are.Golliduod. nl,alii-Ld end enmplimnnped wirh rogtdat
and approved lwrtiavlrund maivlcnanre pmttieea. (Sec Example G l l a)
In projecu .tier rontinuul-Lutoran. will not be provided or sch d.IW
N lowing the pnnoay .Madre ran, of a pi long-term aiabili.tian wHI
be nooessary. movvicemt Of w1w arJ onyrerm r biliealion can CCnSc
ppy afhc, 0. king -term rocs[ has "odilml d Ind hw*ood ro local elimoic
conditions. UaiNors oI, of longterm vcg nrim must he iwluded in do
pragoot mmnrsetioo requerlce ad oe the appmvrd plea... Pasraprs of
euiteble for longterm vegeunca include roadside, mrrewalion area.,
restored Hood plairn, restored ripatian 4reax, phoned closing of la dhlls, and
turning retlemreroM.
Pransionx for "I. lest during rodeo, ah. ha (W Fadioy it complete .Ilan
by recludM ern dx app cii plan, In the rpprowd coretrlraon m4iiemre, and
on the hid raga Her 411nd (Or ille "W. Umw diliw 06r p aatren:
PoR w these recomnnendmione for in geu- eaayl peropelcign ..
1. Apply 7$ pounds of gan nd Iime+nne per 1.0001y. a.
2.Apptya mrterlypc fertilixr(oac tie[ i.ltigh in phaapllarua) bend on t
"eirgi ass and plamidg ntMod Fnniaau bags have a lheecarwrlru syswm
inuloning the primary -.0icn,, axh a. 3,9.3 w 5Y 10.10, Theec "char
demur the N P-K ratio-Ihe p­raw of tech auvimt in a rc dixr. The
FWMKW-ue always ovloi is the fellawe.H -I---
N Nitrogen for gran color sued grawk
an Pn Phoxphxwf .. goodWL-Jnrau d mating.
K,O Pouissimn In enhsuoce prat and mvuonorod was rolennce.
&mar cNnmpo ewnpld or scald[ typc ferriliran mg.irmt for a IAA p,
8. urea include 40 pi of 5-10-10, 20 po nek of 10-20-W. or 16 pounds
of tg-06.6. Far study aclh, Lypod a emml poet wd lmdWLI. or ions
C-Iina, frrtylierr raze sub id be blae.sed by 20 percml.
PERMANENT SEEDING
For th. site Dr de a lime o rappf cation rate f 3 tons/acre.
Use on -halt a emulsion ate 400 gallons/acre.
.nit.FRe A
�rrrpe...., a kcuuy fn.ae�a.aae p.rrin mf rmo
wyrw- `�-dresed�lge aodW
^•M P1m. r "_ pod .a. mlrr r weWe
r,.a'� �" �i�p.i� .•��paedr�p....pplaFgv.dl
11Tarneerr�nrawaaWppa'.Ina
�_• n •a _ . M nvw. •P�ro'e�Y•
4'rYlLgglrawr
• FIN- fiiF IF-11- AdMUliamaa mJl .pr arra, 0a
rara,alae d am4' wale Sv wWa.sv m i .Mari.
11,r R a ma br aaoary to woos W n.ar wow wsr r
wr.W oofrap.dlw Id acid orrailw.
• A N" Cadre PV— d All,W1 W. [>4W)a4a
te ae o l We as aura. a ee .et irVaea a elms
sae qUs laFWy.y DNaa�WP' ... �+�'f•x•ad
eIa A• papwdaae, W aaeaau a _-_. pee
• naagha�drpmtb.rduet n rppdw.d:w if iAa
In tba gR^rr Nor, rape"- repro[ u.r u w•_ __ W
lit aNPbi eadIn of a.arp u prose a,a
Jesra�aaaq WI.biIn arid- rt -u u.n i•_. me re
w.l4dM faa",,adIn®a dog an e.nip:e ws doss
dpam mu .o«� zee sew er>e�l rrc,wIn,e .q
r �khd r a aplrl m M .pram o1 w n. uwra Fr o
�apRy. deelW neyeeaaue nvwaaep,•rpNad
r rAgrA title Ww^r set y�e. pN ex•'"- rh•
�xN.ga��aderneq xd ann,�ar.mralrl�6.
I pR.rawe pw '__ asdaamnf telex.
• Aa e,a.lvprBIn e.w al nFgden. ,.dr 1 aao4Indd
�rwe vh � riv6re dn'v,r We bk panFiw nett W br
,anal
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Sheet No.
N
EROSION DETAILS

/AWr•IG•r,¢
Wuxi rr slmVnw
� I
a• e-pae li-n rc.. ii..•I I+nli, yn n.ii rw.�•I �nv.nNnl xv.
Cangtf,,CllD I. ,r2 av, d nil ven.alul nynl hnkn n.-z.. d Ay -.I
Specikalions •"'I
i. I IMW I Ill A'I•. Ir �. ku.. l ly..n = ...�,�nr nnwl Ihr mr
4 ti•�IIIwh�elur ��n im., •hoe II ne. mm my r�I.awnA rnl �M m�n�mum rlrll ••�kh ��I �rc Nrl,y- M.yW rc! lur. I. la a
morn Ml.m wl�llh nl ll l«I xis-�I�I.s u..I. rR
l•ln.�r�c lanT •a •>'rc�wmr J ld 1. [i.raminr
an••k e..nlrrrmw
4 TTrc ealrmnl ele,r arce nhnW k eumya wind the' _ _'_d»e
e•re hor•ehoe I%mrre bri.. wuMl 6rdr
pldlnr N.,m.. natiean n„a r.Y•d!'- wd whrlue
hk�niApDaner! �ernn� neaplpe.nen Tnxn.innla.. wh ei+nn rak•wrRwm t':
r aa�rnlnaMll n..e •a „Ae•xc•sdsulr am•�.n wJlmrmW
MeBm rJla•,n w•eyr rm x�a-�•nieldmmexw •MI•x eof.•ru
rrv.,ulnMlo.re.kWrdm kup anprt,rme u.r, e,.Flh.w�
ryn of Ile er...l Iwep
..•�rM1•dmgr+M.ni•q�rllcw.mifmmlhewwr alxxe,6w
���r.lr`r,axnf� .lwelr
non . Inr mor�prewrw w,. r,e aae rn�> n.reluM rll�� .I we kll ee a"' - .nmrx Sma•h� ww w
ROCK PIPE INLET PROTECTION
NO SCALE
ssrram.s.>asiaga ,sr dT the Ihn+a genes, Hpu= hI eulwrl-k and 5-k
CwWIJrr iach mebrd lry .uiLe pre �aeiRe.lx cnl.11i[im.�
DAdgn Wherp av,i,hla maec[iels ead designs aea adaquex to bmr,hc ew
pecHdlnaJ:�a•hia� re,aerrP.wL [w annp*+rr k»»w rau�;Pa.
TdrkII I-lly Barr-rm I- diansrba-roan mum beQ h,nb� end rur-
eaynamg ern. 74cy pmkide � Iov ArEeplwlrfm m A*- rd D,h mgr
lion- 7hay yener,lly equire IiRic mainrcn,aFe, can be dmig cd m St roast
m ml Lilsww,,nil ern hr easi lyrcnlm•ed and menials salvaged Ilnwerx,
k iGgcn we yLmcra]Iy ulc oIPxT erp..lxi.e IP Jexiga anJ L.Anerpce iMrder,
vbcy muy u[ler[lee grWex[pp�tyhv:W if—rr, wllelydpiWwd
. eneelled,
day, nrpiarnir,P7, and ifwrlehedwt kyc,ene,Inr•gtt e•.. whim delay and
up rrrc axmly In repair.
1n Arepp warcrshads Y's mrmo�eadpd w bra eahk cr eh,ln ro ax ranrr of
[hr bridge Dmne wvb It, omn rnJ re ..j Tpa LI Ucc Mn Pdrxlan[W
nbjcm Tbi%wip preeea[ 1-4 Dews Own c,rrying the bridge dmxmI—
.her, 1[ a,ay sloe&ITRO 10 nlher],opepy.
Cehrvl elwrtiege-L-ul.ertc are [hv n»g eamnpn sham erorw¢E.. flenyny
cmg s aro 1M [ypsl cvalle' 10 Ines,",.•,,: -Rlp euppoa hmw 1wds. aed
arc adwubk w roost III. C,mx Tina mate,, Ilk arc r J4 el.il•
ahk alto rank xlv.it v1. Ifl.—r do inxellatpP ell ceeamel pj cuhxrry
nm. eeonxidpr.Wp d!s rWw-c Ip day seream and stumund-vIg are. Cuh arts
dap nlfn the ypulnl ybapin;4m [o Doal po'- and nrd eubjeen lbemfaew
III,blxkegA end -hauc ['Imo smile e6.. 1. -d aor aa:h fiD w ,d
,.I,-
C.11- III he le..] wt .donee wdI ..L. c,-0 I* r-rp=e IAA
W ' du.in><co�rmcdlm, w l-1, mrl mom Thy s-reem.
Faroe Fwd. made yr,wb0wciw mwrW such Zrock, are O n uud in
peep ,reps ephj.1 to Ansh Dolling, whey ew d doom m III II- han
7 mchxskep]kripsemoacaL Fdrde Auyldpnlym Mebdwh=Am-o,lre
Infreq— Pneds m Wce:Wy cI&I for cTaasiPu wide. dWlm.-w-
roar.w. LF(ywe 6.70M)
cons fye:GOn I. -w c-�awAwwnw•rFYrarrrerrtrati
L'OrLS x ..dltar..•Iwfs sr.aer.W er epwnAkneeFA.er
b+e =r 1p erprl wrnr.t;exrrrµeryrApeawMr.Al
m �.•. i �- +maven b rd
s,,..l�rr.�n a�.e.y el... •�Araea•.he 4v...-w.le rare
.�•eyry..krl. e,erwa
n. ya..n Al..re. wfr.,bia44P^•^ao•I
�drrlwnraaW m.•.wr.m.a ras
e,I�yengwd..�ia'�� alyyd w_
a M '_ -"" _ rd e••rnn .w K wnea yea
Piwpnlx �Frl Ar.�
rye Wehdel Crweer
� - a
I
a.ee. ai � I A.•.,
I � n I'w h.mm� a 1m Iipep
1'rpu u,lle[mwdkaalr wile
cnrr•r x d..s nm.. Ina n.xmrum
. A,dlµner,e au, nni bu
F'
In pw.o neMnd rnannoi ex•
I done wpnn up dnCwrrl
A vatk la .n efemion of B-
la, mF,lmym rerrlvr
1 d�arnw kn pr xporar avnk.
eealeha,.k wl,es.
A -A ", RI-WWMrx�la. I.W.
tan Y In, raneParamrmelrmlbn
JlrDen.k I
+..eb..dr+e,r.�.w.,A�rr6erra•.
Cwlaarpdpn I-
spedrwliann "'�'� "n.•rr r�.....rhll.,eduen.�a.n.
nA�nrnc.3 ..ter �v.elmlrlee %w xrwmr.ewea�
�.�rlw II w w M1�irr
d.�.e •raewren Err• nI a -. � Yn. •• a•r�
r lr•wwnrp.w,awwwe�la..�.�.,.,da,„�.
• Tr. ^nlrrw..m..wrnwn'r.ur I � u� e. �.ae,
., v.•r�M� CAM �w w�••.nWy,
^�aenpnwb•n•,errvr, .�..
I .••.r.e..rt. I I. rv.••.•.r r..`r,��•
AFelnlarlarN'4 �TY,••W'a. wx•rwla•�vrm•� nwylR..a�nmf
MI%quJ. l�y.y �d�•r .
OUTLET PROTECTION/DISSIPATOR DETAIL
NO SCALE
NOT: THIS DISSIPATOR MAY ALSO BE USED AT EXISTING OR PROPOSED DITCH OUTLETS ,HERE
INDICATED ON PLANS
er.wa'w'ee Nr a.Y���w.,rr.ww
�h �w
A•ba
P.,ar
AP wrArmr,v..uw �. r a��car rhn.�lrnerr
CONSTRUCTION CROSSINGS AT STREAMS/DITCHES
NO'
REF: NCDOT CONSTROCTION & MAINTENANCE GIA-
A �ne�mr NY4Wuw qoe to tm oy6ld F�.dP'a.
o�e . w,lr•en.'�m.r apram ,nil wr. e,aaa r rkr er
ldwwn r,,.xenwr..,Pnarrm.
MM er Fr aypu%vA. w�edrrerurn eeA dwrwr
'
rpe'IW NWn
wMrer gaedw.mr[mand pryvyprssr
p'^PAK
• Mown er rAwrp6feeNraPe a,reykwrwprgeA
Pe.evy benr•,r•Ce, dorm,
er�ar. en,w.
x1�.prnrrnrY.nmrr ve mLr�rder.awwa
Iaede. oar Nar
paN
n,en� dTa rhrw4rr0.arllaw^wp•pk
W nlyeAprpp.elD�
• Yelen,oa rarmnl aawdw.avwaes•nr he herfed aA a'e
hwnl beaver Poo
erwapelow
aroma-tel lm bry,r wm av mrrerary peArnr ?eca""
'rrmrr Pbr m nrusv, wean r datlurpn alk r nvMdlr
b•xwnns.d.n.. Fr�+Y r�df...n
.d swlo"wd
9pp x- Cealnreaar. Veer -rep• nlerp
Jr•A 3-!'+.rraryp e.pryys p•. r.Yaaw d xva wx m
mpP,v n•r w qw. aulnp rim, ur. r.rr,.n+w w
PYnPs drr po,ea!
r argwwe d., ePwrA..r rw.p.rwK
prP e - Clretlrrlprebn a prm wrd ppap rrlrr �4
d rrPaP,, renre rwAr.
m
� o mnnaarp oa
drrrrww.
rk�"".. �ra.e l,ew.. n'Pm we r.wrrde-am
^r•�.a.,
Orpw
• aap•a rprna,e dae lw lewwry,r ary N•y.
In
• aElwe� awwap rMl pRlT.
amaw,.y d,.d.d repapn oo..
1jrkY PneYrrlr
Iyy"-
. Pp`'d w In�nop.r.mr.aere a promo,
MANAGING THE WATERCOURSE:
BYPASS PUMPING
I
- AUPdwrdra hay
r
/ rW .i
�Lkxy.
DI
�x e� wR Wlwrt+rn, n.-.Inrxe..u-n.ICn ,�un.rngepy,wYCmN MY NNnBw.Y[e ACrIN
STREAM DEWATERING - BYPASS PUMPING
FINAL DRAWING - FOR
REVIEW PURPOSES ONLY
(NOT RELEASED FOR CONSTRUCTION)
E.$.1 Shoo pile, Im"mIam FpA,fe S.U1 Shad 8"s
Fursa•r .ree•ap rm,pParra PAlv•vlrmrwwpww pupm Friar mla•Arrp eel and dna a1,U.v to r•mA
wr�rrrarrw ewp.drr eawy r.r.r. rwpumrmarl.,r.rdmp raaw ,.,waved
+ m„1•.n xr vkpf or pp.wru a,n uavr.
Pa.glurmr--- ' rA.r waerlr.erxrrwyrew,wlyw�
CagAwlr wl...
u boa• Ao[
+ 1aT•b�e. er• aAa..ea� p•wM
APWY
c•.,.h,,,ca.
aF.pr+-Pr.p•,..nc,wn.11vyy.�.en.i.kp.e.u,.am
- .r,em .m.m rwnP.dr,wwepw rr.,
ern anG,[
• 'b rmlmaN"M..rclry xM�retatwi
arP x - nn•.. e� Flesh le..l.lmuemae hm, r.m rr �
one. m M. . p�ppa•.d «e u Pn„n n
Iwo da.n we r--_riey m.w '�.payr.om.
Evyna �=wsWn an. IOPww.��,.�. b
e eke ro m+• a mPnrar.
pope - Pip Atom vow uy I0, In 1:--yr
-RAT
AIW �l•yepa rhd•h.r,. e.e nlal�oa�o+•wxmk.
. Secl.re loLrc .wl nawlerue rlakn«
Wegr wr,mWA mplprd
r,ldprerc• R �dke r•o,a�y ry demaoe o.e Wowpe
rnPanrpnd earl •ne kex•rn'
Tywe Prvarm, Eels mops prnvwn4rre.
ae,roWW M•ra!wnle.vmi
F,umww�e vr�eWe ddpn.
Csctllpaw"I
.. w.ewr.sa
a Iklwdr,enL.raak.,le—
Ih.awmn me rwewn. da.lewv.w lsw[
f Uwrn•n neeryeyuy.�nlraPIX p•.dly�a
ernempe�w kyle,,
- glne.xl. yle� yy,x�n.w.l e,.l.l.
Dor Ila
Ap*
f:ra,.edae
DrP -wmP.. wMn., a�,Lmne'w.e llpm nn:r...,..w
r 16gn ,Wl In Ww.r
ArP Y-uA rail Pa rmnn�,,.r v/e�b'c •nn•x n nm xnlr
.I Man, exatnd nrortw rnma a'sw f.,r�a hrp nlw
Slq 1-i4v,M rawe.,v run dmrrm sop,: TNe 11"
er•A hn h. !. E:vn nor peal
a. olf.rnprnp.,.,.. elappen-1 •ace e.r.n,�x �Arnn
Maep+r.
!SF 4- Wnp •rpe•"kaw mryrvr mel am.,ru xnwuy owe
,rN ream Noll arid, MY. dne��nN�
i/ahr�rrpa
Perietiap/rupva JpopOikebppnr<,pr�dlp.kf,
• FOemare npw dad Imeh rp x[imenl.
TYrI PmblFFr,
raapepe nuemnyFrrrrpganagn w f wf,kup.
glokrylA M•eryeelwm eaenL
DETAIL 37 - PUMPED WATER FILTER BAG
�� � ��w-L .IrrxErATm n 0.w►c �
FILM ]Ikr
WWTrxga, oam ndu orr are InmE
la:nw•ac kuu uArra
Ic FILM wy}
wa VESTA7Ep. CII Auk
pRa6
DEWATERING PUMP OUTLET
NO SCALE
REF: ARCS & DISTRICT OF COLUMBIA
Pdr[r BWsehan r,e rK rtl-nue en lb"w krwtml in pmk,p L annjdr-
damlpmlaled••r„pyryP,l. ales roan Berapebleaa4pla wnbk, Irgp Nm
1-b mwxpw
Ariwhk mrensor,rcaesi, d hoa nim.a ircnn irrd Fordisposal pupor
eee[acpro.IJkd. Flan Gape ellall [r renleobd. hMlhk. 6.- -c frll Sparc Imo
M kcp wail,W fx mplxemrr�t dl6 thal ha, c Celled r mefJld
Ara. ,hall he Ipe„Ad in ,.pN- Sul uµd [yrae� pea and dl,yhmy; only Ndk. vus:pa
s. lyhrm Nnla nil p,cc,W-aycoa-,nk nor pill ehal bw p-i" Blot
IAdI Iwk lw: Dlsxd pa skper,reaer Thal tl
71. p.ee d-bwI-Auli Ir-W iem rlr hikes lk ewer roadbed W the
,ewer erpr-111 d-pw
The pomp nb cmt Jisi I be m gre,ke INn 7511 gm w %ik mae.nme q milkd by Ow
mwnF,rlrer, wh,rly.er Ix Ipap PLrlp inlakex nhyPldh Apylny wtl pppyeQ
N ENANCE:
I bags AA bo imix d doh. Ifml problem a&wd. pr,piag shill ceex
5-3-3 PretahA-Ilid D.-
Py.pw• F'n.auseae Gnn eH oan.+Y m.wdan enew.rtrrarr
ercpr[aer prod, r,emg mr,rL ir,. wp+w
dpw,rr,r Atone rr pnblr�yM drPMd,e.1d
rnyrprrq mrara a uw[ wd.r
nuauemamer,
wrrltrw.ea wmy newrbw.yM�p ryyumyl.
Pr,wr•Applln
. NAer�tT.e aeedtne penlprry rtvA we rrol puruvnar
done
Corrpaiere Ylaef,
/ HTwn zlwe�e le aeeer la man, eargcmrA a,mnprq
p ape Hel
Apply
Cmknyctlnn
]M�w.Yaflwe bFr wnnwnulcwms dpmhencal,e
SrprT�Remna ¢p trmrre,r, d�rli Nrrp rpp.r'tl ryp(:y
wr,ev�lwd dam.mr �.
&ep a -,+ape, d. rApfannpard dnrr M r" manor, OMwn M
- oenm•a.y ovary mPla6wrgaarry wPr wrm
todom of the dvnd.
pup%i vwfeew sirrnPv aUvw irev ba.
arN4-Abwne gehbryed rrn mylax,d.,ewaP.m
Prenarua r nAY pn dam wN vlrn'x,d v dM h soar
DYnNnanu • IACniar prefetAeabd aim oar wlymeN VMar TeM.p,
Yrrefen, mleTp. artl Nm eleallp.
T11pkw wwo.n • Nor aapiq GMalrn le pMahelnNd Not and ire aerKnl
a lap NlarlrwL
S DIKES
Sheet No.
D5
EROSION DETAILS

THE N(GOl CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the c,urrul
ectiv ry be fig considered compl ant with the Ground St.bil sat on and Materials Handling
l._pet
of the NCG01 Conrtruct on General Perm [ Sect on, E end F res vet The
pllegIee shall complywith the Erosion and Sediment Control the
d.... how, on
delegatedplydeehavingn lit, ictol.condit All detailsend llEAcatr showninthis sheet
thl,
may not IPply depending on site conditions and the delegMed authority having
jurisdiction.
SECTION E: GROUND STABILIZATION
Required G- M StabllXMlon Trundle -
Stabilize within this
Site Area Description
uni I.,
Timebame vanahons
Oays aXer ceasing
h.)Perimeter dikes,
ditches, and
T
None
pwales,
erimeter slopes
(b)High Quality Water
None
IHQWI Zones
T
c)Slop. steeper than
If slopes are 30' or less In length and are
3:1
T
tdt.per than 2:1, 14 da
nys are
-1 days for slopes greater than ID'in
length and with slopes steeper than 4:1
d Slo 3:1 to 4:1
14
-T days for perimeter dikes, -1.,pes ditches, perimeter slopes and HQW
Zones
-ID daYs for Falls lake Watershed
-T da ,for er dikes swales y perime[
e Areas with slo
1 pe,
ditches meter sloe and HOW Zone peri P e
naaer man a:1
14
-10 da for Falls lake Watershed unless
Ys
[here is zero slope
Note: Aft., the permanent cessation of cons[ru activities, anyareas with temporary
ground stabilization shall be converted to perms ent ground stabilizati..........
practicable but in no case longer than 90 calendar days after the Ian land disturbing
ivity. Temporary ground stabilization shall be maintained in a manner to renderthe
s rf a ale r ntil a iliz hi
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
_ P41rNer Snl+Nb4
* d maw or nnrawo.
•H�Wo+bga,aM tar, m Nu nog nwmr,W
• iw zomrd HrJcerw • NupseN _a
•p4mr 'ely aothed nra_o•atn• 1 rpnmanene ganwpewnee
�d..rire
• •�eNr di,•.dW.te tlan[eo,n
sun a.wmne.a,quh or
nnNkN'T
POLYACRYLAMIDES IPAMSI AND FLOCCUTANTS
1. Select flocculants that are appropriate for the on, being ewposed during wns[ruction,
selecting from the NC DWR List oJApproved PAMS/FlottuOrb.
2. ApPlyflocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculan[s a[ the concentrations specified in the NC DWR List oJApproved
PAMSIFlocculgnts and in accordance with the manufacturer's instructions.
4. Provide pricing ng area for containment of treated Stormwlter before discharging offsite.
5. Store fiocculants in leak -proof containers that are kept under storm -resistant cover or
untied by secondary containment struq
EQUIPMENT AND VEHICLE MAINTENANCE
L. Ma nta n -h ties and equ pment to prevent discharge of fluids.
2. Provide drip pans under any stored equ pment.
3. Identify leaks and repel. as soon as feasible, or remove leaking equipment from the
proje .
4. Collett all spent fluids, stare in separate containers and properly dispose as hazardous
warte (recycle when possible).
S. Remove leaking vehicles and construction equlpment from service until the problem
has been corrected.
G. Bring used fuels, lubricants, coolants, hydraulic Fluids and other petroleum products to
recycling or disposal center that handles these materlals.
UTTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter Intl debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash
eceptacle) on site to contain construction Intl aomesticwas[es.
3. Locate waste containers at least 50 feet away from storm drain Inlets and surtace
no other
Locate wane coma hers lonrareas that tlo not reb1 4. eive subrtan[ial amounts of runoff
from upland areas and does not drain directly to a storm dour, nream or wetland.
5. Cover waste containers at the end of each workday and before storm event, or provide
condary containment. Repair or replace damaged warte containers.
G. Anchor all lightweight it,,, In waste containers during times of high winds.
T. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
B. Dispose warte off -site at an approved disposal facility.
9. On business da cleanu and dis ose of waste in tlesi na[etl warte containers.
PAINT AND OTHER UQ UID WASTE
I. 1. plot
aihcut, other li 0feet. eyfon lionno ins street end etlace PP Q
2. Low[e Iotwashouts atl In,
feet awe from norm draininletslna surtace waters
P v
unless no other alternatives are reasonablyavailable.
3. Contain liquid wastes in a controlled area.
4. Containment mart be labeled, sized and placed arol w dother liquid
the needs fr..
5. Prevent the discharge of soaps, solvents,detergenn and other liquid wanes from
action sites.
PORTABLE TbHUTi
I. Install porbuble toilets on level Around, at least 50 feet awe from norm drains streams
dt.wetlands unless there is no alternative reasonablyavailable. If 50 foot onset is not
finable, provide relocation of portable toilet behind silt fence or place on a gravel
pad and surround with bags.
2. Provide staking or anchorin,rin g of portable toilets during periods of high winds or In high
full: itoricareas.
3. Monitor portable toilets for leaking and properly dispose of any leaked,,pI 1. Utilize
a IlIlerly sanitary waste haulerto remove leaking portabletoile[s and replan with
properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
I. Show stockpile lo,e lons on plans. Locate earthen -material stockpile areas A least 5a
feet way from norm drelninlet, sediment basins, perimeter sediment cont,,l... d
urface waters unless it con be shown no other alternatives are reasonably available.
2. Protect nockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance with
the approved plan and any additional requirements. Soil stabilization is defined as
vegetative, physical or Chemical coverage techniques the all remain accelerated
rosion on disturbed soils for temporary or permanent control needs.
001 Ln
CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local and
solid waste regulations and at an approved facility.
3. Matnage washout from mortar misers in accortlance with the above item and in
addition place the m(,,r and associated materials on Impervious barrier and within lot
perimeter. ill
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval a,th,rityfor review
and approval. If local rtandard details are not available, use one of thetwo types of
emporary concrete washouts Fr Wild on this tletail.
5. Do not use concrete washouts for dewaterml; or storing defective curb or sidewalk
e
swail,
. Storm ecc r accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving srK of waters. Liquid warte must
be probed out and re ved from pump protect
6. Locate washouts at least other
feet from storm drain inlets and surface waters unless it
anbe shownthatnootheralternatives are Atthe oY ava ilable.At Iminimmu
stall protection of rtorm drain inletlsl closertm the washout which could receive
spills or overflow.
T. Locate washouts in an easily accessible area, on level ground and install enone
cng ,th rity. of the washout. Additional controls may be required bVthe
approvingaut 11,l.
8. Install at lean one sign directing concrete trucksto the washout within the prolM
limits. Postsignage onthewoh,ut when
ItidPLop orprodr location.
9. Remove leavingsfro
m the he curb, whena[approximatelyoury ltacirytolimit
venloweventh Replaceerfunp,lend
Whenother limingftern. or prral
omponenK when . longer f', heI act When utilizing alternative or proprietary
products, follow, manufacturer's Instructions.
So. InIpprompletionoftheconcretework,remobh,, n It
hi leavingsand dispose of
roveddis fwIlcili[. Fill it ifs licable and stabilize. disturbance
n aPP P Y P, PP nY
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides m accortlance with label
e 2. Storeherbicides, pesticides and rodenticides in their original containers with the label,
which lists directions for use, ingredients and first aid steps In case of accidental
poisoning.
3. Do not store herbicide, pesticides Inc! rodenticides in areas where flooding is possible
or where they may spill or leak into well, stormw .ter drain, ground water or surtace
water. If, pill occurs, clean area immediately.
4. Do not sockpile these materials onsite.
ILL RDOUS AND TOKIC WASTE
1. Create designed hazardous wane collection areas onsite.
2. Plan haatzardous warte containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
NCGOI GROUND STABILIZATION AND MATERIALS HANDLING I EFFECTIVE: 04/01/191
PART III
SEIF-INSPECTION RECORDKEEPING AND REPORTING
SECTION A: S-INSPECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be inleopardy, the loopli may be delayed untl the next busness day on
which it is safe to pertorm the lnspectlon. In adidit., when a rtorm-ric of equal to or
greater than 1.0 inch occurs out,id, of normal business hours, the self -inspection shall be
performed upon the commencement of the negt business day. Anytime when inspections
ere delayed shall be noted in the Inspection Record.
�
�srest
naaa,A orn ens All
•.sir doeq
a
�n bxwrxn%�deawweo-e�xale.wrti��
W4
wnWw
� re
�A.••ar�.w wa,xw.wr.ra. mnw
v.•w+a•.� eiwMas.•s-r.. w.w�
}r Y+•di.P« �o_,..,..•.do•.,.... talc
�wsmuuaenai o•A+r�4'M[wa•4
�s4nd.swtuxu.
•�_pw. ��saF �•kr.ra+da4w
NOTE: The rain inspection resets
the required T calendar say inspection requirement.
PARTIII
SELF -INSPECTION, RECORDKEEPING AND REPORTING
The approved E&SC plan as well as any approved dev al on shall be kept on the s te. The
Ipprow d E&SC plan must be kept up to date throughout the coverage under this p[ erm .
The following items pertaining to the E&SC plan shall be documented in the manner
to beauna,v
Deavananrwlen R,grAr.rn.nb
GI Fad use M..eea w trn ksaa ---
IndrozrbKRunerdmw.Ranow
loraeon, RmemMna nWrNWeHnatgn
oomgn •earn
� opectonrepoA ahM UV•nm
shownm MaFpvred F69C Nan
[Ay[a•.....�. d•..., onsMm�[ASC
M
Ip Apus.gyaeay Nabaari reasAwnf.
.I•I
nd sbr an iper
•,port to nkare-P.-tithe
In E.oune o H
ame „tbeapprowdnsLase
witnrthe
wed gne�a and Npu. �an k.rabn
Pin
•eon^rro �ewae wmWse wsM1 alwo+4
con• Me
Wl lase "--_aeu and rapak
Pkse,Lu glen In an a•N,cswn rapes[
� reran for a l l E ✓•s c nAusurea
Mn bwI Iwm,d con
Oan.eew aeeem raw'""_ inn
FAs[M.surn.
m Ind -le the pomandoroInI res�an knr.nlon
report pNHn dXe
ve�•,etH4 wrkn.
. Addleonal Documentation
In addition to the E&SC Plan documents above, the fallowing items shall be kept on the site
and available for agency inspectors at all times during normal business hours, unless the
Division provides asite-specific exemption based on unique site conditions that make this
requirement not practical:
III This general Permit as well as the certificate of coverage, dti it is received.
(b) Records of Inspections made during the previous 30 days. The penrutee shall record the
required observations on the Inspection Record Form provided by the Division or a similar
nepection form that includes all the required elements. Use of electronic,11,, ulable
ecords in lieu of the required paper copies will be allowed if shown to provide equal
access Ina utility as the hard -copy records.
ICI All data used to complete the Notice of Intent and older Inspection records shall be
fined for a period of three years after project completion and made available upon
req,,A. [40 CFR 122.411
1. Occurrences that must be reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition In a stream or wetland.
(b) Oil spills if:
• They are 25 gallons or more,
They are less than 25 gallons but cannot be cleaned up within 24 hours,
They cause sheen on surface waters (regardless of volume), or
• They are wuhm 100 feet of surface waters(regardless of volume).
(a) Releases of hazardous substances in excess of reportable quantities under Section 311 of
the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCIA (Ref:
w CHI 302.4) or G.S. 143-215.85.
(b)Anticipated bypasses and unanticipated by,-.
(c) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. Re o n Timefin-1 and Other Re u p tig q it
After. rmitteebecomesi.n,l ft an o ithin tncethat Inne b ndin ed hemWith the
pe P
the. to Division re Tonal office within the timeframes and in accordance with the ppropria g
other. aireme nt,listed below. Occurrences outside normal business hours ma also be
e4 y
W MN1a ue
wAAh to 4aMa. an a.i o�ay,y.m,notf,ae
wpmhbnlna
ura`na.nbne
arAAl•fmLasrasp, x..d<mtsLw s.wm. we.pm db
d�tlrpm�
G�5 rn sM �rawmnN m•r ram nrpa•rmA
• � ry ker a.6rN
Irr pemgnn my finrannn atlugew
mr� m�b_•z.pprndr y,apr.4 m.azg4.dwN
aaemyEKw
aHaa pwWwlrm
pNa,a+.ar
_---_--_
. nrw.rA..r���W..,.�� �np4r.dP+Tl..rrlorlr.
q�lAalA ells yluR!tllvnn grit
W. _.ter lam
IooNon ALr rxu.anlrar
IWHOabme
W.wr�aasfie ug
AM1a�"c«Na her.F, Atilp r..n fd. bp, r,.rlDa.
I y IH
•may .W1,sr•v,kyt..•At1�a•Uti•i•a o••aaY.dd
pq wmklp.rAdeTaixsry
Ap•+, a. sit •rWMMY .ea!'rapn
`gamer RI pa
pa-Pli
N'i1kl.leWnde•dsaiankwsrkn HrA+a,n.Nynunalrw
�1an�wnpBwee
w.vix���rts.M ille
d�,4n rx rnre •ILIn4r
•
.othipe-1d�
m•.��Y•••e.r Ip ta•i thre Tres orx�w
thekMss darawrry air knwreivnniEkmufwnn
an
mrv[b
lMeclpatrerenmpwm�ne.paM
.. pn,,..e m..aa• ant
au.r, ndlr•m p_
OR u210l8fa11
n 4wisCi'en�epngRenk:
esher.grmlwe
re o
NCGOI SELF -INSPECTION, RECORDKEEPING AND REPORTING I EFFECTIVE: 04/01/191
FINAL DRAWING - FOR
REVIEW PURPOSES ONL Y
(NOT RELEASED FOR CONSTRUCTION)
m :i- r t`
W W IS
W i m o
C9 C=03
W Oij-
N U1 EF 2
-a O
m oc
dU
Sheet No.
D6
EROSION DETAILS

PIPE IN
NTBEHCH
L
PE ABOVE GROUND
•FASTEN BRIDLE RODS TB FITTING
NOTES
1. CARRIER PIPE SHALL BE D.I.P. UNLESS
EXPRESSLY APPROVED By THECOUNTY. 2. STAINLESS STEEL SPACERS ALL BE
USED, NO TIMBER
MEER S KIDS ARE ALLOWED..
& TWO SPACERS
PER JOINT SHALL BE USED
FOR D.I.P. CARRIER PIPE,
4. THREE SPACERS
PER JOINT SHALL BE
USED FOR PVC CARRIER I ER PIPE,
5. ENCASED BORES
ALONG GRAVITY
COLLECTION SYSTEMS SHALL NOT REQUIRE
BRIDLE RODS.
6. 2 EA 3'1' S.S. BRIDLE RODS SHALL BE
REQUIRE ON ALL LINES 8' 0 AND SMALLER
4 EA. 3/�� S.S.BRIDLE RODS S HALL BE
REQUIRED ON ALL LINES 10 '0 AND LARGER.
7.
CARRIER PIPE SHALL BE INSTALLED USING
'FIELD LOW GASKETS OR APPROVED EQUAL
�' S.S. BRIDLE RODS SHALL BE
WELDED TO THE ENCASEMENT PIPE
WELD AREAS SHALL BE PAINTED WITH
2 COATS OF BITUMINOUS BASE PAINT.
STAINLESS STEEL SPACERS
� ENCLOSE
ENDS WITH
RICK MASONRY 4 GROUT
PLAN
STAINLESS STEEL SPACERS
TEO.
121'
*STEEL
CARRIER PIPE
12c,
ENCASEMENT PIPE
SECTION
CONFORMING TO ASTM
SPECIFICATION A252-61
GRACE 2
AND A BITUMINOUS COALING
ON THE OUTSIDE
STANDARD BORE ENCASEMENT
NO SCALE
REF: JOHNSTON COUNTY STD3
'P
PIPE
z
12
E ABOVE
z
NCDOT STD. STORM PIPE INSTALLATION
- -ALE
ANTI -SEEP COLLAR
_hUtility Line
(Bl am mor Varies)
1 foot
I
I Class 8 Concrete
or Compacted Clay
iiiiiiiii
hWlifth 6 Inches
Not to exceed 40 feet
SECnOM
Close B Concrete,
or Compacted Clay
ME■
Lnc
- H�
I hes
. Ar-
PLAN
ANTI —SEEP COLLAR
NO
SCALE
REF: NCDEQ GEN. CERTIFICATION (#40B6REV)
FLEXIBLE PIPE
jg,
z
g
91GID PIPE
=ft
ET
VAR.
I.T �DTH
CURB AND GUTTER SECTM
VAR. 6, (wp) 5'
I.T NiDTH ­R VACTH
T/I
EF,
SHOULDER SECTION
DRIVEWAY TURNOUT GRADES (NCDOT STREETS)
NO SCALE
NOT- 1, = y V­ Ov.y .­­ ­1 W
2. T h i.1 Ltl' NC
Dearvlaan OT�d��i=dI(.17=M
PV'
FINAL DRAWING - FOR
REVIEW PURPOSES ONLY
(NOT RELEASED FOR CONSTRUCTION)
USE CLASS 'B' RIP RAP WITH GEOFABRIC
k
mpm
NOTES:
1. USE AT TEMPORARY STREAM CROSSINGS AND OTHER
TEMPORARY CONSTRUCTION IMPACTS ALONG STREAM
BANKS.
2 SEE SEPARATE DETAIL FOR PERMANENT PIPELINE
CROSSINGS AND TRENCH EXCAVATIONS CROSSING STREAM
RIP RAP STREAM BANK STABILIZAION
NO SCALE
REF USACE STREAMBANK/SHORELINE MANUAL
z E
0
0
to
GO z8 9��
CL
M
GO
0
COD
GO 8
z 0
i�:
0
Lu
C;
z
0—
Uzi
.0
GO
P
� z
.:0 ul
Z­
Sh—t N.
D7