20052256 Ver 2_General Correspondence_20070516

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WDICKS®N
community infrastructure consultants O? 9`O
May 11, 2007
OG
Mr. Ian McMillan, Environmental Specialist III y
Division of Water Quality, 401 Wetlands Unit
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
RE: Army Corps of Engineers Pre-Construction Notification and 401 Permit
Crosspointe Gravity Sewer Extension for Venture Properties
Additional Work Congruent to the City of Reidsville North End Sanitary Sewer Improvements
City of Reidsville, North Carolina
W K D # 70018.00. RA
Dear Mr. McMillan:
Enclosed for your review and records for the above referenced project is one set of design drawings
that show the additional sanitary sewer extension. We previously submitted a Preconstruction
Notification for the initial phase which involved multiple stream crossings and was granted 401 Water
Quality Certification with Additional Conditions. The date of this approval was January 13, 2006.
This work will consist of extending an 8-inch gravity sewer approximately 1,500 linear feet to abandon
the existing private pump station that serves the Crosspointe Shopping Center and to serve out parcels
that are proposed to be developed.
Please note a portion of this proposed project (Station 0+00 to Station 3+07) was previously approved
on January 13, 2006 as part of the City of Reidsville North End Sanitary Sewer Improvements. Because
of budgetary limitations, this portion was postponed; however, recent participation by a land
development company and expected funding from the North Carolina Rural Economic Development
Center Inc., the City of Reidsville is planning on constructing the previously approved portion as well
as an additional 1,150 linear feet of sewer to serve the proposed out parcels.
The additional work is anticipated to disturb not more than 1 acre of land as shown and delineated on
the plans. The Division of Land Resources - Land Quality Section has been notified. The work will
require a stream crossing (buried crossing) as shown on Sheet C-3. Therefore, work within 15 feet of
the stream is unavoidable. The stream is an unnamed tributary to Wolf island, which is located in the
Roanoke River Basin. The crossing will be conducted under dry conditions and meet conditions
stipulated in the approval dated January 13, 2006 and Water Quality Certification Number 3374.
3101 John Humphries Wynd
Raleigh, NC 27612
Tel. [phone]
Fax [phone]
www.wkdickson.com
r,
We believe this project is exempt from any preconstruction notification or request for water quality
certification since it is well below the threshold of 150 linear feet of stream impact and meets the
approval for the conditions set forth in your division's original approval of the initial phase of this
work.
We trust our notice is both beneficial and well received by your agency. Please advise if you need any
additional information.
Sincerely,
W.K. Dickson &??ACo., Inc.
f?4 W -Pk
Mark W. Fisher
Enclosures
cc: Steven Tedder, Surface Water Protection Supervisor, NCDENR
Daryl Lamb, NCDENR Winston Salem Regional Office
Matthew Gant, DLR-LQS
Michael Pearce, AICP - Director of Community Development
Steve Moran, PE - City Engineer
Steve Routh - Director of Public Works
Shea Davis, Venture Properties
File 70018.00.RA I
i

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1 J~J ~i ~ ~I~ OPERTIES
~ ~ ~ CITY OF REIDSVILLE /VENTURE PRO CROSSE POINTE SEWER EXTEN ,4
VSION
SHEET INDEX
TITLE ~5 1g BJS COVER GENERAL NOTES & INDEX MAP SHEET NUMBER
NtlIM OD P1W SiATd t
2
GRAVITY SEWER MAIN -STA. 0+00 TO STA. 11+75 75 3
GRAVITY SEWER MAIN -STA. 11+75 TO STA. 14+57 eus DETAILS 29 -57 4
UPCH ROAD
5
DETAILS DETAILS 6
14 7
DETAILS DETAII S 8-
9
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DONALD L. GORHAM
VICINITY MAP
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GEORGE RUCKER
JOAN ZDANSKI
JOHN HENDERSON
CLARK TURNER
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C EN ERAL NOTES d ~ {
EXiSTIN~ LEG ~ ~ PROJECT DESCRIPTION LEGEND PROPOSED LEGEND o 0
~ Et,~c. 0.EC. METER ~ PRO~OSL"D MANHOLE Q
° THE qTY OF RpOSViLLE /VENTURE PROPERI7ES INTENpS TO INSTALL APPROXiMAlELY 1460 ~p,~ OfRECT10N OF FLOW
LINEAR FEET aF GRAVIN SEWER MArN ON 'tHE !NORTH SIDE OF 1NE qn. THE GRAHN ~ Yi ~ . SEWER MAIN WILL CONNECT TO THE 12" SEWER MAIN THAT FLOWS TO THE NOR1H EWD PUMP ~ U11U sra-no~. ¦ unu ~ 0 PHON THE MAiN OBJEC'flVES AND SCOPE OF THIS PROJECT ARE A5 FOt10WS: # ppyyE 1. PROVIDE SANITARY PU6UC SEWER SERVICE TO CROSS PdNTE SHOPPING CENTER ANQ u~IT U11UTY VAULT PROPOSED C~tAVf7Y SEWEFI Q UTILITY MRK.POST --f---/~-- 'TEMPORARY SILT FENCE ~ D ~
PHONE PEDESTAL STONE OUTLET 0 Q ~ s V
POWER POLE LtGWT POLE ~ ~ Z ~n
GUY OUTLYING PARCELS. ~ GUY MA1tf COFFER DADA ~
ELEC. 7RANSF~MER O MIt.ET PROTEC1i0N ~ o ; Q
~ ~ W 2, THIS PROJECT WILT. ELIMINATE AN EXISTING PRIVATE PUMP STAl10N THAT SERVES THE ~ ~ g~ FOOD LION, CHINESE RESTaURANT~ AND DOLLAR GQVERAL ~ ~ GAS 1~7EFt - , - . - . - 1S' BU~fER o0
\ ~ D 0
~ ~ GEN~RAI. NOTE: o sr~ir ALL CQNSTRUCTION TO BE IN ACCORDANCE MATH ,4LL CITY OF REIOSWLLfi STANDARDS AND O SEWER ~ SPECiFlCAT10NS. ~ YARD SANITARY MH ~ ~PORARY CONSTRUCTION EASEMENT ~ ~ i~ ~ O
SEWER VAL1/E • PROPOSED CLEANOUT a o, y
YARD INLET-SZD. EXISTING ASPHALT AND CURB do GUTTER REMOVAI. ~ ~gG ~ YARD N~lLET-GRAZE PROPOSED 24' SANITARY SEWER EASEMENT i~
~ ~ ALL SEWER MAINS WITHIN PUBLIC EASEMENTS SHALL BE OWNER, OPERATED dt MAINTAINED 8Y THE y~ CITY pF REIDSVILLE. i , WILSON D
OROP u PROPOSED PLUG DROP INI.E'f-STD. ~ , ~ ~a
CONTRAC70R SHALL V'ER1F1f LOCATION ~ ALL EXISTING UTILITIES PRIOR TO CONSTRUC?10N. ~ dROp dROP INLET-GRATE ~ TEMppRARY ROCK P{LE INt.E1' PROTECTION O ~ ~
CONTRACt~ NALL BE RESPONSIBLE FOR pIYERTING FLOW TO NEW SEWERS FROM 1HE EXISTING SEWER. $ u, WATER ~ a d
SEWERS 1HAT ARE ABANDONED SFfALL BE iN ACCORDANCE WITH 5PEgFlCATIONS AND ORAYMNGS. ~ WAS WATER VALVE ~ TEMPg2A?RY ROCK CHECK DAM ` d ~ /r~ o 0 0 ° Q 0 ° RRAD ~P a'~
WYAUTER METER TEMPORARY CONSTRl1C110N ENTRANCE d p ~~i~ ~s 0
~ HYn ~y~ EROSCON CONTROL: 0~0 ~O
HC HC ~ oa -
CONTRACTa2 SHALL. BE REt,~UIREO TO MAINTAIN EROSION CONTROL DENCES AND 'CO PREVENT o ~p~„_~ SEDIMENTATION DAMAGE TO ALL ADJACENT PROPER'iIES AND STREAMS tN ACCQRDANCE WITH THE ptOSiON BOI.l.ARD Q~ / o ` a'
V~°v~ CONTROL PLANS AND THE CURRENT NORTH CAROLINA EROSION AND SEDIMENTA110N MANUAL. STANDING TREE ~ / r ~ BUSH ~ ~
~ ~ ~c ~ WATER IMTHIN THE PROJECT LIMITS SHOUt„D B~ PREVEN'iED, ALL btS'NRBEO AREAS SNALL 8~ STABItJZED Mp Gd
~ AND SEEOED ANO MULCHED AT THE ~RECTiON OF THE ENGINEER. s IRF IRF ~ ~ ~i i
a ~ REFER TO SWEET 9 FQR EROSt~I CON1Rq. SEQUE~tgNC. SEEDING SCHEDULING, MULCHING RA'('ES do • ~PF IPF ~ ~ i
FERTIUZfNG RATES. -'-w-----w--- WATER WATER UNE i°~o
N.C.D.O.T. CLASS i RIPRAP SHALL BE PLACED AT ALL C~tEEK CROSSINGS ON CREEK BANKS AND EXTENDING - ~ DOWN TO THE CREEK WATER LINE. THE TOP ~ RIP RAP PLACED SHALL 6E FLUSH WI'S'H '!'HE TOP ~ -ax ~o--x- CHAIN EDGE OF PAVEMENT ~i~~
E%ISTING BANKS; !MOTH OF RIP RAP SHALL EQUAL 4NOTH ~ D(S'tIJR~ AREA OR MINIMUM 1Q' OR AS PER ~p~ CHAIN UNK FENCE ~
PLANS. SEE PLANS FOR RIP RAP 1FIICKNESS. HEDGE i
~K,~ UNDG. LAWD DISTURBANCE SHALL BE MINIMIZED TO NADTHS THAT ARE ADEQUATE FOR SEWER LINE INSTALLA'iIOW ~ ~ 0~ UNDG. ELEC. o~ ~ 6
AND REPAIRS. TWE LANG INSTIIRBANCE AG7IVITY IS ESTIMATED TO ~ APPROXIMATELY 1.00 ACRES. 1HE Pe CONTRAC'COR SHALL OIS?UR$ NO MORE AREA THAN WFtA7 IS PR01i1DED IN 1'HE PERMANENT SANITARY ° o ~ / ~8 TkA~PSC~N k}~H 1184 1982
PAi~CING STRIP ~ i~~i GAS Ui~ ~"E~ ~
SEWER EASEMENT AN8 WHERE APPLICABLE IN THE TEMPORARY CONSTRUCTION EASEMEI~IT. ---a-----o--- GAS ' LYlR$ ~HTS ROAD
L'l1R$ d'e ~GIJ'T'1ER ~ ~~i~~' i
TRAFFIC CONTROL D
OONTRACTOR SHALL FOLLOW t~IANUAI. OF UNIFORAi TRAFFlC CONTROL DEIACES AND NCDOT GUIDELINES WHEN ~ONSSTRUCTION SEQUEN PERFORMING ALL WORK WITHIN qTY OF REIOSVII.i,E STREETS MID NCDOT ROADWAYS. END PUMP STATfON IS ' ~ i i~ QUENCE IN EVENT NOS r~ \ ~ ~II ~ °p~~o peo o Oo 10 °
~ T TI °~a 0
FENCES: t. CONSTRUCT SEWER FRbM EXIST. rl EXIST. MANHOLE 1 TO EXIST. MANHOLE 2AND STU80lJTS FOR FOOD ~ o . /14
~ORARY PLUG ~1 NEW OU't1.ET QR 00 NOT CONNECT NEW SEWER T~0 EXIST. ~
ALL FENCES WITHIN 1HE CONSIRUC'~)ON LIMITS 'THAT REQUIRE REMOVAL AS SHOWN 0~1 1HE PLANS ARE TO UON/SHOPS. INSTALL TEAfPORARY MANHOLE 2 UN71L NORTH EiVD PU i 8E REPLACED WITH A FENCE ~ EOUAL QUALITY AS APPROVED BY THE ENdNEER. AND ACCEPTED BY THE p7Y Pf~IO • CONTRACTOR SHALL COOROINAlE WITH AFFECTED PROPERTY OWNQtS WHOSE FENCES YNLL REQl11RE 2 AS NEIN SEWER 15 BENVG CONS TEMPORARY REMOVAL. CONTRACTOR SHALL PROVIDE TEMPORARY FEWCE FOR BARRtCA41NG LIVESTOCK. PETS, CENI'IRACTOR S}IALL KEEP EXISTIN ETC. UN71L PERMANENT FENCE IS INSTALLED. EiVD PUWIP STATION IS OPERATIONAL. SEWER ANn STU60UTS SHALL ~ lES1ED ~ q o PRIV T~ T~ SATELLITE
rY PT~IOR TO WVERIING Fl..OMI. o CORP. LIMITS
3 CONS1Rt1CTED UPSTREAM OF EXIST. MANHOLE 2 TO PROPOSED MANHOLE 8,
EXISTING 6-1 SERVICE FOR ABC STORE IN OPERATION. 9/01 /2041
3. AS CANSTRUC110N PROCEEQS F SEWER SERVICE fOR ABC STORE S SUBSURFACE lNV~$T~GATION~ UNTIL M?ORK PIPE LAYING PROGRE ex~sr. ~R~c;~ Foy sec sro~ s 1NE CONTRACTOR SHALL MAKE FHS~IER OWN INVESTIGA?lON AS TO THE SUBSYJRFACE (~NDI110NS. CONTRACTOR SHALL 'MEN OOMPI„E 4. SEWER FROM EXIST MANHOLE ~coN~c~o sEawc~ Paz aec ~EpS FROM PROPpSED MMlHOLE 8 TO PROPOSED MANHQLE 9. EXIST. 6-INCF! o v ~ ~ 0
STORE SHALL BE RECONNECTED TO NEW SEWER AT END OF EACH WORKING DAY 'ROGRESSES PAST THE El(tSTING TAP/STUBOUT (LATERAL) FOR THE ABC STORE. FORE SHALL BE RE~ONNEC7ED TO THE PROt'OSED 8--INCH SEWER MAIN. ~
o°
OOMPIEIE SEWER FROM SHE ~RVICE t~NNNEC110N TO TERMINUS i~tANFlOLE. ~ ~ ~ o t ABC STORE ATMd.EANOUT~ALON~NA'I'H APPROPRIDA7E PLACED PLUGS AT ~o p ~ ~ G] t~ 4 C.~ O

Hg1Y WLL DR.
BACK FILLING: MANHOLES. s. v~ acca~Ta~vcE a~ o~rtn~ REFER TO RETAIL 2~,~. edt TRENCHING SPECIFICATIONS. {OR FlNAUZE FlNALIZE CONNECTIO U TI LI TlES: s. nivazr ~.ow ~rto~ Ews~r. ~ CONTRACTOR SHALL CONTACT NC EVE-CALL AT 1-800-632-4949 FOR U11UTY LOCATIONS PRIOtt 70 CONSTRUCTION SEQUEN CONSTRUCTION. CONTRACTOR SHALL ALSO NOTIfY THE CI'~Y OF REIDSYlLLE EII~iGINEERfNG DEPARTMENT OF ALREADY OPERATIONAL: IPERAl10N OF 1HE NORTH END PUbAP Sl"AT10N, REMOVE AT EXIST. MANHOLE 2 d ~ ~ ~ INECTION TO EXIST. MMlHOLE 2). o D a ~ 0 0
~ ~ a
iT. ~RVICES FOR FOOD UON/SHOPS 70 NEW UNE. ~ ~ / Q o
EN IN NT NORTH ND PU P TATI N I V~ ~ Q
IMPENDING WORK. 1. CONSTRUCT EWER FROM EXIST. MANHOLE 1 TO EXl3T. MANHOLE Z ANO SIUBOUTS F~DR FOOD ~ v5 \ 2g gds
THE ENGINEER HAS MADE ALL POSSIBLE ATTEMPTS TO LOCAIE EXIS'~ING U'tUJT1ES. IT IS THE UON/SHOPS. SEMIER AND STUB C~IIRACTOR'S RESPONSIBILITY TO FlELD-VERIFY THE LOCA'iIONS OF ALL UTILITIES PRIOR 't0 CONSTRUCTION Fl.OW FROM EXIST. SERVICES. ? STUBOUTS SHALL BE TESTED AN(? A(X~RTED BY T~iE CfTY PRIOR TO DIYERTlNG LIMITS
:S. ° QO O o V 30 97 Q
AND t0 NOTE ANY CONFUCZ'S. ANY DAMAGE TO U11LI11ES INCURRED DURING CONSTRUCTI~1 IS THE Z, CONNECT EXIST. SERVICES ~'RC1~ RESPONSI8IUTY OF THE CONTRACTOR ANO fS TO BE REPAIREQ AT THE CONTRACTOR'S EXPENSE. ES ~'R4M FOQ~Q UON SHOPPING CENTER TO NEW 5'tUB0U15 ANO DIVERT FLOW. ~ 2 ~ 8 5 o a 2671
3. AS NEW SEMIER IS BANG CONS BEFORE BEgNNING CONSTRUC110N, 1NE CONTRACTOR SHALL (btVTACT EA((~i OF THE UTILITY OMAVERS iN THE ~~ACTOR SHALL KEEP EXISTIN AREA OF CONSTRUCTION RELATIVE TO THEIR U11UTY ~OCA7lONS. 'fHE CONTRACTOR SHALL PROTECT ALL CONSTRUCTED UPSTREAM OF EXIST. MANWOLE 2 TO PROPOSED MANHa.E 8, EXISTING 6-INCH SERVICE FOR ABC STORE IN OPERA'IWN.
U'fIUTIES Fl20M DAMAGE CAUSED BY 7HE OPERA110N5 ~ 01HERS PERFOR111NG 1HE ABOVE WORK. 4, qg (~S1RUC710N PROCEEDS F NECESSARY AD~AISTMENT tit RELOCA110N OF E~STiNG UTILITIES, EXCEPT FOR CONTRACT ITEMS 1MU. 8E c~yyER SERVICE FOR ABC S7'OFtE 5 PERFORMED 8Y OTHERS. THE CONTRACTOR SHALL COORDINATE HIS MrORK MA1H 0?HERS IN ORDER TO
BEDS FttOM PROP05E0 MANHOLE 8 TO PROPOSED MANHOLE 9, EXIST. B--INCH ~70FtE SHALL BE RECONNtEC'iED TO NEW SEINER AT END OF EACH WORiC1NG QAY 0 ~S 2
PROVIDE SATISFACTORY PROGRESS OF THE PRQJECT. UN71L W~OR1C PIPE LAYING PROC~E EXI5T SERVICE FOR ABC STS 5 CITY OF REIdSVILLE -MIKE PEARCE [phone] CONI'RAC70R SHALL THEN COMPLE DUKE ENERGY (POWER TRANSMISSION LINE) - IRVIN SUMMERS - [phone] 5. SEWER f'RQM EXIST. MANHQLE DUKE ENERGY {DISTRIBUTION) -ANNE STANFlELD - [phone] RECOt+~VECTEO SERVICE POR ABC PIEDMONT NATURAL GAS -BERNARD HICKS - (336) 349-8 05 MANHOLES. 'ROG'RESSES PAST THE EXiST1NG Ti4P/S1U60UT (LATERAL) FOR THE ABC STORE.
~T~ 5'~A4L BE RE()ONNECTED 7+0 THE PROPOSED 8-ItVCH SEINER MAIN. COMPLETE SEWER FROM TFIE SERVICE CONNEC'i10N TO TERMINWS MANHOLE. o= Bus , O=
NHgLE 21'0 ANUS MANHOLE MALL 8E TE51ED BY PLUGGING ?HE t ABC STORE AT CLEANOUT ALONG 1M7H APPROPRIATE PlACEO PLUGS AT 158 29
EM6ARK CORPORATION -LEE PRICE - [phone] DECOMMISSIO ING .FOOD FQO~J,~Qf~ ~~~AP STATION:
MINIMUM SEPARATION DIS7ANCE5 FOR SANITARY SEWER LINES FROM: 1. PLUG EXIST. INbERT O!!T A~' EX A. WATER UNE5 - 18" VERTICAL OR 10' HORIZONTAL ~
NOW-SHRINK GRaUT. C A~' EXIST. MANHOLE 2 INSIDE ir1ANHOLE A FAIN. OF 2hINCHES MATH i oe~ ~ ~ ~ 01/01/01 ~ PENN LAk
~ 'b
B. STORM SEYYERS - 12" VERTICAL 2 REIWVE (PUMP OUT} ALL UQtJI D.t,P. WITH MECHANICAL JOINT ENDS MAY ~ SUBSTI'tUTEO WHERE SEPARATION DISTANCES BE3WEEN THE 3. PIACE LOi~C DOWN DEVICES ON 1 UQtlID AND t~BR4S tNSiDE EXIST. WET WELL AND PROPERLY DISPOSE. ~
ICES ON ?HE MANHOLE/ACCESS WAYS TO THE WET WELL AND CHECK VALVE Q
SANITARY SEWER LINE ANA WATER LINE OR STORM SEM~ER CANNOT BE MRINTAINEO. PIPE ~tUS'C 8E l.Ai~ VAULT. ,oo Q ~J
SUCH THAT FULL SECTIONS OF' PIPE ARE CENTERQ} ~i 1NE CROSSING POINT AND EXTEND A DISTANCE OF 4. TEFt1~AlNATE POWER FEEQ TO C4 1Q' OiV EACH ShpE OF 1HE POfNT OF CROSSING. 1 TO CQNTROL/pOWER CABINETRY IN ACCORDANCE WITH ALL E~ECIRICAL CODES, ~P ,OJ
J ~ o ~o ~ ~!~~1 4 C~ a ~
0lSTAN(~'S NOTED ON PLANS ARE FROM C£N7EFtUNE T4 CE~ITERUNE OF MANHOLES. Q cn eon ~ e
o n ~y WINCHES~E B70 F ao p Fprce\\~~Q~ ~ ~P
ATTENTION CONTRACTORS j~ i ~
STREtT w Gll~€~ft~' ?p_-.,--Main ~ ~Q
THE COMTRAC'T~DR RESPONSIBLE Fd2 THE SEWER lMDROVEMENTS, AS APRROVED IN THESE ~G o ~ P ~ d 4 J
PLANS, IS RESPONS'I6LE fOR THE Pll~1C WORKS DEPAR711ENT AT {336) Q
349--'1042 AT LEAST 24 HOURS PRIOR TQ BEGfNNtNG ANY OF THEIR CONSTRUCTION. ~ ~ ~
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INDEX MAP
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pROJECY l~fANA(~N ORAMANG SCALE 37 OT JOHN HUNiPHRIES WYNU RELEASED FOR DATE No, C ~ ` CROSS RALEIGH, WC 27612 APPROVALS •
MWF NTS awAwN BY PRO~CT DASD .S POINTE SEWER EXTENSION
nMH s/loos !IIDIC [phone] 4 O 'Z' BIDDING as FOR THE 2
APPRW+ED By PROJECT MILER ?1CKSON officg locations: CON5,R,~nON oZS~~o CITY OF REIDS 1DSVILLE /VENTURE PROPERTIES INDEX SHEET
RENSED PER p7YS COAMIEN'15 Wo 06 MWF 50147.00.RA REV. NQ. DESCRIPTION DATE ~ N~ a~.or once community irtfFiast REVISIONS INDEX SFETS 5/10/07 IrtfrastrucWre consultants North Carolina Georgia 9
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N ~ 1 r~ J r. ~ v ~ \r ti 1 ~ ~j r ~ f ~ ~ r ~ ~ ~ ~f ~ ~ ? RI REMOVE i B LF QF 6'~ IJFT STA710N . % ~ ~ i,
Y ~ A M ~ T r ~s r EXIST. MANHOLE ~1 ~ ~ y r ~ ~ i- AMP ~ \ TOP 666.79 ~ ~ : i , ~ , , , , - / , ~ ~ 1 . '4 ~ a TOP~722?11 1 TOP=724.78 i ND GRUB AS REQUIR ASIDE TEMPORARY
. p . ~r j r .r...--r' 1 r 1~ ~ r ~ w, \ INV.IN 656.89 r.,/ , ~ 1 ~ , ~ , INU ~ 1< 1 , UT 55554 , „r,,,...y-~- r ~ i r 1 r , J ` , - r } ~ ~ ~ INV.~7 PR 20.26 VMI NH 1 ~ ~ • ; • ~~l ` , 1 1 1 rw•.w~ mow. w 'N ~ ~'1ER~A1. ~ Nv' eo'r'roM ~ 2~ ~i, , ~ G~~j ~ Tim F~A ~=~2s.s 1 ~ 2+9Q TO STA 5+5 NStALL S ~ v" ~u"i~ , EXCAVATIO~i SHALL SON EASEMENT TO NSTALL SEWL=.R FROM STA.
! / ~ ~ r I t I C I AL U1 INV.1N 6.53 t,0 ~ fA. 5+50. NO AR AND GRUBBING AND SHALL E IN SLOPE WITHIN NCDOT RIGHT
Z ~ / ~ r ~ ~ / ; ~ r r ~ , , ~ I r f1 - 1 w i ~ ! i r / O l~ r r, ~ , , » ,1~ ,.r ; t ; . t , , , ~'4 t ~ ~ ~ l 1 , ~ /r / , r ~ ~ , 1 ~ ,r r f ~ 1 , t l r ~ 1 ._.~SERNCE LATERAL ' `~,r~ tNV ~ ~~2. ~ , ' OF WAY. , TOP~723. l ~An~ a*~~
0. ~ - ~ ; ? r f ; 1, ~ ~ ! J ~ , 1! r 1. ,i j ! i , r 1 l r~~ ' r i t c ~ ! ~ wIi 4i~ ~ . / r ~ r , ~ ~ 1 ~ 4 , QP. 1~ L A oil
~ ~ r° / ~ ~ l! r r J 1 1 1 ! f i 3 1 i N .~l ~ ~ 1 ~ ~ L f , ri , , . ~ t ~ 1 I V,?N~719.46 ` ` SS` INV.~718.50 i
~ r / 4 ~ r ~ i ~ ~1 ' t r 11~' ~ j / , lMi • ~ ! ~ fr • ~ r ~ ~ ~ 5.... ~ ~ 111 f ~ f 7 ~ _ ~ - 'fCE v~v s: ! EMOVE 20 LF RIM EIEY. -725 78 OF B DIP AND N = 958469.41
~ / 1 N / f NV.OU'T ~'15,~1 ~ , n, wn J ~ ~ ~ 1 ~ ~........w ; ~r 7~e.si r 4. ~ ~ ' STA11 1 INSTALL PLUG E = 1804403.24 ,e~' .c--- Nv.~ ~ ' ~ PROIECTt~N ~ ~np•) ,
r. ~ ~.'r ~ { i t I I~ ~ ESTATE 4 , 1 r fir' k~~ 1 ~ i 1 .1 • a~~ ST
r -.4 , ~ ~ ! ~ ! / / ~ ~ ( 1 TOP= .5,301 . ~ ~ , y STATIq~ _a t STATI©N 0 4 ~ ~ I V LLE , • ~ i "i% ~
f J ~ ~ ~ ! / i ~ _ I • L1 'e r t ~t 1 Y ~ .r1 /f ! ~ ! ~ 1 r ~ ~ ~ 24' STA7fON 02.78
G 153 ~.r r ~ ~ 1 RIM ELEV -728.48 ' - - 7'' EXIST, MANHOLE ~2 N • 3,00 ORE YOU DIG
~ ~ ~ ~ ~t ~ f' ''f, ? V r i r ,~A 1 ~ i ! ! f r f` ` `ti ~`ti+/ •v t F STATION 8+48.59 E ~ t 24.02
1 ` ( ( r( , 1 ( i j , ~..,r 1, 1 \ i ~ j w» V \ ` . `w.. 1 ~~ti ,...w ...,....j. k f * ~ RIM ELEV. - 724.63 ^ ~l~P INV. IN ELEV. = 717.72
~ ~ ti 7 i \ 's w w + • ~ ~ PIUG iNSIpE ENV. IN ELEV, =716.83 CALL 1 800 632-4"9 KQ ONE-PCAL.L. CENTER
IM c . \ ~ y1 ter, ti~ 1 w.. ~ ti V • r'•'~ /.r ~w•w. ~ • - =~-AF--~4SPHAY M~~~.) kRVV. OUT ELEV. 716.83 ~ NOTE: CON'fRAGTOR SHALL NERiFY EI~IOVE ANO REFUGE ~~~Y iNV. NEW OUT QEV. = 77 .83 ,os EXISTING SEYYER SERVICE SiZ£S.
RAWIN A D / ~ ~ ~"~'r „„a.. ,ate .w.. „y 1 e, ~ r AN 5 LF OF 2-6" CURB do ~ST~Cn ~D ~ IN ELEV. =717 IrS TM LAW
3 4 1 t w NEw » ~ -8 R 8 • ...4 ~ •~'0w UTTER EASEMENT
r,.. I ''r,. N ~ ~ .1 O ~ ~ WTIER 2-6" CIiRB do
i ~ I w 'I ~ \ 1 ` 1 i N .a
40'
4
744 i ~ Y ~ 7 8
70 2
. 7
7 74 ~o ~o n o~ ~
M 9 6 ~
fi98 IH 1 r ~
3
r p , In
696
7~~ ~p z ~ ~
Of p ~ > ~ x zz d+
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• 72g t° . ~ a z ~ A ~ ir[~ Ii~E PP 4X !7E 1ri~d t}~" Em4
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i 692 ~ ~ ~ ~ ~t, vE i~ 726 ~ > C3 G ~1 E. ~ AC t~ Tp w
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> 724 ~ a ? w
. 'f 1 " P w
688 722 CE Al A
T FIB ti i Y
686 u~
c~ 720
P
684 718
~3 N
4 682 4 1 85. 7 85.7 O
~ .:SO 7G .h ~ 716 O7G .79X' d
~ ~ O p P Emw4
6$0 g
~ ~ 714
r~ W
6'78 ~ t1 co ~ ~ 712 Q Q z
0 w b XtT,!'° P a
sus x
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~ > T S EM4
874 ~ ~ 19 T S A Pf2 X. EP c~ H 708
~ ~ ~
g~2 ~c o
w 7p6 ~
Z
~ 670
~ ~
668 W
~ X02 ~
f,. 666 ~ .
~ 700 ~i
664 0. i. + o oP ~
_ qt ED RAt ED ~I T C NT S98
662 ~
EX! T. AiV 69&
66~ S94
g S EN T Y
65~ ( SH BE
1 892
65&~ S90
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+~0
3'~'~ 5'f'~ 5+50 6+00 6+50 7 8`~' 9+~ 9+50 10+00 10+50 11+00 11 iuso
..aNl/iflltt~~.._
PROJECT MANAGER DRAWING SCALE
MWF 1:40 DRAW BY PROXCF DATE HUMP 3101 JOHN RASE GFlHR 76 IES NC 2 2 OSFOR DATE 10. 100- CROS1% ZOSS POINTE SEWER EXTENSION
AMN 4/20Q7 WDI vw (919) 7$2-0495 APPOVA
APPROVED BY PROECT NUM SEAL 40 FOR THE GRAVITY SEWER MAIN SIN 3
MWF 70018.00.RA REV. NO. DESCRIPTION DATE FILE NAME aLoz DATE w mrrnuiity in REVISIONS 5/10/2007 DICKSON BIDDING Office Locations: carsrnucnoN = 40 ClTY OF RE 025490 unity infrastruaturo consultants North Carolina Georgia ~~f0 REIDSVILLE /VENTURE PROPERTIES STA. 0+00 TO STA. 11 + REIDSVILLE, NORTH CAROLINA
South Corolin4 Florida RECORD DWG. rr~ % 1+75 9

~ ~ ! \
~ 3?~ 11r ~ l 1 f j Corner Lot

i 1 ~ ~ ~srw. s' ~~uc
~~c ~ ~ ~ CASH OIP9TS ~ > ~ ~

~ l ~ ~ j ~ ~ { INSTALL 8" ~ `
~~~i ~1 I J `
~ ~ TOP~725.2~f $~C~~ i ~ ~
INV INa71S 9Q ~Qd~ , 0~ ~ ~ i Q~J~~~. g~ ir~v.ou7=~~s.aa 8" E)A5T. ~ ~ ( / i
~ ~ V~$R ~iVICE ~ ~ I \ ~~,SERVICE \
z~ ~ f ~trz~u_ 1 1 ~ S I~IOViE AND ~ REMOVE ~ANb ~ 1 ~ Jf ~ ~ ~ IIfI~~'~Il
~~W • N REPLACE 10 LF OF ~ I ~ 1 FtEPLACE~31 LF
~ T T EXIST. 2'-6" CURB ~ y~~ i # l j Il~~~ ~
+ ~f AND GU'T'TER ~ ~ ASPHAi.T ~'g'j i
~Q J ~SAN~ ~ ~EP~T l 1 ~ ~ I~/ /jl ~as~ENT f I~I1r1 ~Il
~i~Wm ~ M ~gg~ v 1 TdP~725.73 ~ ~ ~ TOP~73 . ( \ ~ iNV.iN~715.33 !N - ~ ~
(NY.IN~714.88 I p 1 ~ ~ ~ NSTA INLET ~ !NK Ns 5 R~EI~ACE OV.F \iNV.OUT.~715.18 ~ / / ~ 1 ~ CT~~ INKOUT 7 ~ EXIST. 2'~6' CURB ~t X1111l~j~~f -
TCE TCE TCE -~TCE~ TCE x,_734 , ~p~~ ~T~ eR / + NV.OUT= D~i ~ (l Ill a ` SENIER Sit 1 ~ ~ ` "PROl~-1~iMdF191.E-~'~0 ~ ~ - ~ f ~ J//f ~ -g" ~ / ~ ~ ~STATfON 14+57.15 ~ ~ ' ` ~w ~S~la~t`
~ H W
pki~ ~pp01NtE / / ~ ~ ` ~l <1~1 ~
~ W Rivq~~ N ~ i ~I~ ,
~ x ~ ~ ~__~r
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M t3 ~1 ~
_ ~ o ~t ~
r I vj ~ / 1 ~ i - \ f~tld .~~.EV. - 731.27 p ~ ~ /
~ ~
~ { I ~ J ~ I RE~'LA 2 4 , 1 ~ ~~CE~39 LF , ~ / ~ ~ E ~ 1804841.99 ~ i~ / r~
1 ~ 1~"'~ roP-~s SHRUBS { ALT?r J~ INSTALL 4" ~ s ~ i~~,~~
~ ~ 1 ~ ~ ~ ~ } ~ ~ ~ ~ ~ SEWER SERVICE f
~~Jl 1! ~ I ~ f~ f~i) ~I j f~ , / ~ / j i SIINt'~ARY INSTALL 4" e s~ ~ /
! ~ • ,
f~~~j11 1 ~ ~ Il 1 / t BEFORE YOU DIG
~ I
7 l ~ { f~~ STOP
l~l(,f ~Jr CALL 1800 632-4949
j?~~~ ~ ; ~ ~ I I PLC. ONE-CALL CMIER
IJ~~~~ 1 ` ~ J rrs ~ LAW mommompomw~
I~fl ~ 1 f 1 ~ ~r3s.~ ~ l~ ~ ~ ~ f J ~ (I ; Nv=~u.4r ~ 1 / l - J NEW LOT 3 ~ ~ / - `J~ 1 /
i~~,<< ~
I~ ~ ~
/f
f / i I
f ~ f / / / ~ k DUCTILE IRaN. FOR lOT 2 SHALL BE
~ ~ A8C STORE ~ l ~
/
f o~ `
f / ~ ~SEVMTER SE VICE ~ ~ ! / ' \ .w~..------,
~ if
t (TYP.} ~ L / / l 10' f'Ett~AANENT - - - J
s~T~u:Y sue? NEw for 2
't ~v~ INSTALL 6'
SEWER SERVICE ft.EAN4U
(inrP.) l
, w
PLAN VIE1 PROFILE: ~ . ~~EW: ~r= 4~~
.E: HORIZ: I'= 40'
VERT: I'= 4'
744
7'42
~ ~ N
,M M n>
738 W I~
W Gj~
736 xj
734 W
W
I~ 732 ~
xo~TM+
l~ AC ~2 Td
730
728
N~
Eye'
728
i
724 w 15 1~
a
x P
i ~
~
~ 7i8
716
714 EX! T, 4" R
1 i 12+W 12+50 13+Q0 73+50 ,1M-00 14+50
PR PRELIMINARY DRAWINGS
PROJECT MANAGER DRAWW SCALE
M1NF 1:40 IES 3t 01 JOHN RALEIGH, RHC 22 RELEASED FOR DATE C R 0%"- 761 :ROSS POINTE SEWER EXTENSION
DRAW BY PRO"T DATE WK ~f~~J~ ~s [phone] APPRQVAIS
AMH 4/27 APPROVED BY PRQECT mmom SUL FOR THE GRAVITY SEWER MAIN AIN 4
MMlf 70018.OO.RA 0D1C:,KS4DN Office Locations: BIDDING ~02540 = C1 TY OF R F REIDSVILLE /VENTURE PROPERTIES STA. 11 +75 TO STA. 14-
V. NO. DESCRIPTION PATE FU NAM rim' DAM tmmunity fYltlflity in ft mt['LCltlre CoASult.OTltl1 North Ggrdina Georgia CONSTRUCTION 4w ~f y ~ South Carolina Florida RECORD pyG ~Q~ O REIDSVILLE, NORTH CAROLINA 14+57 g
REVISIONS 5/10/2007
d

~y,]L~ ELEVATtON VARIES
o; REFER TO PROFILE
1' LETTERING MINIMUM A/G WEIGHT MANHOLE FRAME AND COVER FOR MANHOLE FRAME AND COVER ~ OR e
FRAME 262 RECESSED FLUSH OVER 170
~t5~ ~ TOTAL 432 ~ j ~~BH
2'--0~ ~
7/8" MANHOLE STEP s •Q ~ -t .
~ ~ 3 '1' I3IA, HALES AT 12Q° COVER 120 Ibs. MINIMUM
. ~r
p j •Q NEW MANHOLES USE AN APPROVED B!'CUMlNOUS
A A 1 /4" BASE SEALANT THAT SHALL BE APPL{ED TO EXISTING GROU THE 70P OF THE CONE SECTION TO PROVIDE GROUND
5/8" . A WATER TIGHT SEAL.. STANDARD PR AAANHOLE, SEE RD PRECAST CONCRETE
~ ~ W ~~r~Y E, SEE DETAIL. 3/5 OR 6/5
~ c~ MANHOLE CONE AND BARREL
~~W~ 3~ , SECTIONS SHALL 8E AS PER ' ' • a N.C.D.O.T. STANDARD 840.67 Q• PROVIpE D.I. IDE D.I.P. T4 UN-
7YPICAR.. LIFTING DEVICE ~•Q., DISTURBED 6'DIA AS REQ~ (9~ MINIMUM ECCENTRIC M.H. CONE MAY u~ ~ RBED MATERIAL
4" 4~T0 6~DIA i N! T,y ~ . INIMUM)
ym BE USED ON 8" AND w DAM-1 /2 .J. TEE J. TEE
~H U 'a ~ ~ "0" RING SEAL ~ a
~ O 2B 3~4~ /4~ O ~ ^ ` ~ ~t ~ 4 OR RAM -NECK ~0 SEWER MAINS ~ PIPE DfA. ~ ~ > MAXIMUM p ~ c RUBBER BOOT 7 DUCTILE IRON PIPE
U~~ \ ~~VE~ o
a q ~ o ~o~ DR SA I N F LATERAL INVERT SHALL CONCRETE ':e r--- DROP PIPE TO BE SAME SIZE AS
PLAN
Goy INFLUENT MAIN
28 I / 4" • J + . ~ NQT BE LOWER THAN ~ 90'
~s~ 26 1/4" MAIN SPRINGLINE. 90* BEND / •
1 3/$" 26' L
n ~ WHEN MANHOLE TOPS ARE IN
~C~~~ 2 7/S'~ ~ p b. ..e b ~ . ~ ' ~ ~ . - EXCESS OF 3' ABOVE GRADS ao 4; ,e : ' ~;I'. '...A ,a ~ OUTSIDE STEPS MUST BE PROVIDED. a
UNDISTURBED
~ 1~2r GASKET IN VERTICAL . SECT 2$ 1~4° SECTION A-A SEE STEP DETAl~ ~ ~ MATERIAL
1, FACE ?F OVER
AGGREGATE BED
RING MUST BE EXTENDED MANHOLE BASES MAY BE N0. 57 STONE USED TO MMlM12E MANHOLE
ANCHORED IN 24~ ACCORDANCE F 3' ~8` WITH e DIAMETER WHEN A LARGER MANHOLE
FRAME 182 Ibs. 26 ~/4~~ ~ .`a ~ 1 /z" ~~'da . Q tS REQUIRED BECAUSE OF THE . Q DEPTH, IN WHICW CASE MAIN SIZE
1MLL DICTATE MANHOLE DIAMETER.
34'
24" A A MIN. 6„ COMPACTED X67 STONE
BASE TO SE INSTALLED UNDER NEW MANHOLE.
A S~Br » ~ 1 28
IN NON-TRAFFIC AREAS, TOP OF
FRAME AND COVER SHALL BE INSTALLED A MIN. OF 1' ABOVE
FINISHED GROUND SURFACE. • 4
STAINLESS STEEL ROD 33" .
TYPICAL LIFTING DEVICE MEASUREMENTS IN INCHES .a . .Q Q'
a DIAMTER OF MANHOLE MAIN SIZE OR DEPTH OF INSTALLATION
TAP pF OVER 4' - 0" 8" 7d 12" 0' TO 12'
5' - 0" 15° 70 3Q" 12~ TO 70'
2 STANDARD MANHOLE COVER s' - o° 36° ~o s4~~ ~o' AND GREATER STANDARD 0 U T S I D E D R RD PRECAST SANITARY SEWER MANHOLE ~ CONNECTION WITH CONCRE _ _ _ _ _ _ _ r-~-r- _ DROP MANHOLE
NOt TO SCALE 3
MANHOLE FRAME AND WATERTIGHT OVER STANDARD ;BETE ENCASEMENT r
~J NV 1 I V SC:ALk ~i NOT Tp SCALE I \ ~ / NV I i V JI:ALt -ALt
3oao 3000 P,Sl CONCRETE
•D ~ ENCA p 'Q . ENCASEMENT
EXISTING MANHOLE ~:Q
o D' D ~ o'n
~ I RAMP DOWN TO
GRAVITY SEWER EXISTING 6EIdCH ~ I WITH GROUT ~XlSTING
BENCH
; A • q D
4.: Q A a , tj ~ ``~i~ d a ' s s
CORED HOLE W/ -Q, .
NEOPRENE BOOT
5 a,a .d, . ~ - W~-
~ . ~a . A. ' ~ . B
MANHOLE BASE SECTION
' . o o .
NEOPRENE BOgT ~ v ' v
EXPANSION BAND Q ~
GROUT AROUND PIPE-TO A Q 4 Q p .
5 CONNECTION TO EXIST.,~ROP. MANHOLE DETAIL BE FLUSH WITH INSEDE FACE OF BASE SEC110N .3#
NOT TQ SCALE t
GRAVIT P GRAVITY SEWER 3" MAX. 0 0 0 0 0 0 0 0 0 0 o MANHOLE O O D O ~ ~ d. .Q • TYP. a
INVERT A
v' ADJUST FLUSH P L A N SIDE ELEVATION STAN --STANDARD MANHOLE
o . s• ..o • ~ o ~ s' s • . PLAN NEW ASHPHALT SRAM FRAME AND COVER
PIAE CLAMP ~ • . SLIP RE5ISTAN7 CLEA75
a
•s
. 'V
E
EXIST, AB,C,
12" i / " COMPACTED
STANDARD ' . DACKF'ILL
NOTES: ELEVATION MANHOLE ~ ~ ~ r ~s
1. MATERIAL SPECIFICATIONS: NEOPRENE 8007 - ASTM C-923; PIPE #3 QR #4 REBAR . E TOTAL
CLAMP & EXPANSION CLAMP - S7AINLES$ STEEL. ASTM C-923. . CHIMNEY NOT
2. TWO PIPE CLAMPS REQUIRED F4R PIPE O.p.~S 15" ANO LARGER. CORR -CORROSION RESISTANT MAl'ERIAL ' : TO EXCEED 12"
(RUB ~ STANDARD MANHOLE BOAT (RUBBER, Pl..ASTtC) n .
SECTION
PRECAST CCINCRETE SPACER
CDONU7 RTNGS) ?12 CCINC.
NOT TO SCALE BRICK IN TRAFFIC AREAS
?NLY. DONUT RINDS NOT
s~crton+ a-,a ALLOWED IN EASEMENTS,
8 STANDARD SLIP RESISTANT M IT MANHOLE STEP DETA[I~ 9 MANHOLE FRAME Be COVER RAISING NG
J NOT TO SCALE SCALE NOT TO SCALE
PRO+ECT MANAGER DRAWING SCALE 3101 JOHN HUMPHRIES WYNO RELEASED FOR DATE 0.etN CA!kCROSS
MVYF x11"8 RALEIGH> NC 27812 APPROVALS (919) 7$2--0495 Q~ ASS POINTE SEWER EXTENSION
DRAWN BY PROJECT DAZE A MH am pl MVYF 70018.OORA FOR THE DETAILS
APPROVED BY PRojwr "UMBER 40 Office Locations: BIDDING Q Z E p on CITY OF REID REIDSVILLE /VENTURE PROPERTIES
W :)ICK'SON CONSTRUCTION ty infrABd'uttOure consultents North Carolina Georgia s d§~JJ 7 R
REV. N0. DESCRIPTION pA7E FN.E KAME PLOT DATE community infr REVISIONS °UA" South Carolina Florida RECORD DWG. ~~s•`~, REIDSVILLE, NORTH CAROLINA
~'"0i~

~]L~
~1~~ a
~oZZ< ZW
V~~ M
~--TZ BARS AT B' CTS--~
~ ~ ~ BILL ~F MATERIAL FQR 4' MANHOLE FINISHED GRADE FINISHED c FINAL FINAL &4CKFlL~
.D GRADE
~ BAR SIZE LENGTW N0. WT. LBS, ~
• T2 #5 5'-6' 18 103 ~ c ° f-
~ y Cl., 'A' CONCRETE TOTAL CU. YDS 1,000 ~ COMPAC'!ED BACK flLL
a ~ ~ ~5 a¢a COMPACTED BACK FILL
~ .C\
~ ~ / y \
1 W ~ 6'-0'--~--~ BACKFILL / ~ ~ ~ ~ ii
~ UNO1STtJR6E0 ~ TitENCH WAW.
REINFORCED CONC, F~DTING FOR
~ ~ 4' PRECAST MANHOLE
~ ° ~---Tl HARS AT 8' CTS-~-~ <y UNDISTURBED SC3Il. ~ UNDISTURBED SOIL ~ ~ j~
~ BILt~ ~F MATERIAL FAR 4 MANHOLE / ~ . ..2. • 2~+~„... . ~ • ' . ~ ~ INITIAL
~o ~f ~ # ~ BAR SIZE LENGTH NQ, WT. LBS. / / / ~ BACKFlIL
Ti #5 6'-b' 20 136
y CL. 'A' C[]NCRETE TDTAL CU. YDS 1,361 Q EMBEDMENT / OF PIPE % #~ATfRIAL /
~~Y?t~ ' ~.~~-'ay.~':~'~,~~ INITIAL BACKFILL \ I . ~ \ HAUNCHING ~ ..f : \ HAUNCHING EMBEDMENT
~ INITIAL . ~ ~I,, ~ ' ~ z .t.r ~.4 .f.. z. ~ . MATERIAL
0~8~ 1 BACK~"ILL / . / ~ Y ~ , BEDDING ~ t ' . . • t,;: • e BEDDING MINIMUM `
~ r ~ l--- ~r-o~----I SPRING LINE ~ ' ~
aoa~oo~`o 0000 #67 STCINE a as o d~a ~ go
REINFQRCED C~NC, F~QTIIVG FAR NAUNCHING ~ ~°'°a s" ~s7 sTO~,~
5' PRECAST MANH~~E ao o$~, eo~e o a o ap o ~ PIPE GRADE ~IyCpUNTERED 6" a.~. OF PlP a ao 0 0 0 o WHEN ROCK I5 o oaro ~ o 0 o a~°o o~ o OF PIPE 6" MINIMUM SIDE CLEARANCE SPECIAL BEDDING STANDA 0~ P{PE 12" MAXIMUM SIDS CLEARANCE ~NDARD BEDDING
I--T2 BARS AT 6' CTS-1 0 o~ , o °°s °°s° ~;'~°a~ 4" BEDDING ~ 2" O.D. 0~ P{P tea, ~9 0 ~ o 3' TO 14' DEPTHS
FOR 14'~-20' DEPTHS FAR 3' T NOTES"
~I~ ~ ~ BILL OF MATERIAL FOR 4' MANHOLE
~ BAR SIZE LENGTH N0, WT, LBS, TAMP TAMP WELL UNDER ,~,r.-MINIMUM SIDE
0 ~ T2 #5 7'-6' 24 165 BE7TT ~ OF P m Q CL: 'A' CgNCRETE T~7TAL CU. YDS 1,778 BE7TTgM HALF 6" ?,D, 17F PIPE 6" C~.EARANCE
OF PIPE
ti a
ov 1. EMBEDMENT MA7ERIAf~ MUST BE CLASS
_ f~OTES (N0. 67 OR N0. 78M WASHED STONE IS TYP IS TYPICALLY USED)
V~TESE 1, TRENCHES REQUIRING SHORING AND B FROM THE INSIDE FACE OF THE SHORT AND BRACING, DIMENSIONS SHALL BE TAKEN EMBEDMENT MAl`ERIAL SHALL BE COMPACTE E SHORING AND BRACING. 2• MINIMUM OF' 90~ STANDARD PROCTOR DENSt )R LARGER TO BE USED iN INfTWL BACKFILL.
~-----~-e'-o•----~1 ~ a N~TESE LL BASES ARE MINIMUM 9 THICK I. F Ot" L For^ trenches requiring shoring and bracing, diMenslons shall WACTED TO A
REINFORCED CONC, FODTiNG FOR , be be taken front the inside face of the shoring and bracing, 2. NO ROCKS OR BOULDERS 4" OR LARG CLASS I MATERIAL. R DENSITY FOR
6' PRECAST MANHOLE 2, Nn ~--Tl DR T2 BAR--~ Nn rocks or boulders 4'' or larger to be used in initial backfiil, 3. ALL BACKFILL MATERIAL SHALL 8E SUI 3. All backfill material shall be SUI~afOle YtatIV2 r~aterfaL 4. BACKFILL SMALL BE TAMPED fN 6" LA F. Backfill shall be taMped in 6" lifts fn traffic areas, 12" in
8E SUITABLE NATIVE MATERIAL REFERENCE SPECIFICATIONS FOR EMBEDMERIT 3. MATERIAL SPECIF~CAiIONS. EDMEN T
3, All 6" LAYERS IN TRAFFIC AREAS, 12" EN NON-TRAFFIC AREAS. ALL SANITARY SEWER LINES LESS THAN 4 F 4. OVER 15 FEET IN DEPTH MUS"f SE D.I.P.
7' HK ~ 7• HK 4. BQC --i non T-BAR AN 4 FEET AND I.P.
non-traffic areas. A
2 2 TYPICAL TRENCH BOTTQM DIMENSIONS 3 TRENCH BOTTOM DIM DIMENSIONS Bc BACKFILLiNG
~ EXTENDED BASE OR CAST--Ifs PLACE REINFQRCED FOR SDR 35 PVC GRAVITY PIPE REQUIREMENTS FOR ~OR DUCTILE IRAN, VITRIFIED 4 STANDARD PIPE BEDDING DETAI FORCED CONCRETE PIPE. NoT ro scAt,.F .TAILS
CONCRETE BASE CLAY Bc REINFOR NOT
N07 TO SCALE NOT TO SCALE
PAVEMENT OR
SMO NON-SHRtNK GROUT ~ 5' B~YON BULKHEAD AY EACH TURN DOYVN ELBOW TOE 0~ SMOULDER RR TRACK
BEYOND SHOULDER
0~ ~ DITCH
SLOPE OR END Of CASING PIPE FINISHED GRADE 12~ ~'M INSECT SCREEN EDGE OF )PE OR
STYROFOAM PLUG TO 8 i PAVEMENT ~E OF DEMENT ~ CLASS TRIP-RAP
ASSIST GROUT PLACEMENT, Z Z
ALL AROUND ~ ~ ~ EXISTING PAVEMENT M ~ M N
STEEL CASING PIPE ..N.EW.'ABC' 1'2". MINIMUM DEPTH, .
DiP CARRIER PIPE 2~~ 9~ GALV STEEL VENT, TWO PER CASING, ONE
A7 EACH END 0~' 8" MIN.
CASING PIPE 1~ .f,'.i I~ N.r~ ~ f ~O
'•i. CARRIER STEEL PIPE PIPE ~ i...:. . v L
SEE DETAIL CASING tr
~EI.OW ~ ' : COMPACT'EQ .FILL
~ ~ PROVIpE PLASTIC SHEET ~'YPICAL PIPE CROSSrI~G
BOND-8REAKER BETWEEN EXiS~1NG SUBGRADE ~
2" \ CARRIER PIPE AND GROUT, CLASS A CONCRETE CLASS A CONC 3500 P.S.I. 3500 p.S.l. CONCRETE
~ ~ ALL AROUND Z S.I .
j~~ ~ CASlNG
~ CARRIER PIPE NOTE: BOTTOM AND SIDES OF 0~' S7REAM CHAPVNEL SHALL B 8 ENCASEMENT DETAIL MN.gITHICKN SS OF1$-INCHE 6 NO SCALE CQNCRETE ENCASEMENT IS PR ANp CONFLICTS WITH MIN, THIC DES OF STREAM
N BUDKHEAD AT EACH END RAIN ~ / j COMMON / PIPE . JV ~ MALL BE I RIP-RAP WITH
OF CASING PIPE AND 1 3 ~ NOTE: MORTAR / - CU YD OF CRUSHED S ONE NON-SHRINK GROt1T SHALL BE Z z _..._T Q . -INCHES. WHERE
AT ORAfN, WRAP STONE ~ "EUCO-N-S" BY THE EUCLID Q a Y IS PROVIDED IN. THICKNESS
WITH FILTER FA$RIC CI~EMICAL COMPANY; "MASTERFLOW U . OF 18--INCHES FOR THE RIP-R RIP-RAP THICKNESS 5HA~.L DE TO FIT BETV~EN CREEK BOTTO TOP OF ENCASEMENT. RIP--RAP,
A. TYPICAL CAS(I~G PIPE PLUG OR EQUAL ASTER BUILDERS, ALL DECREASE
Z BOTTOM AND
8" MIN. CARRIER PIPE U~~N. ~ ~n
tdOTES:
1. THE PAVEMENT SMALL BE DEFlNED BY A STRAIGHT EDGE, PREFERABLY A M FRONT VIEW S~[)~ SEW 2. WITHIN ROApS MAINTAINED 8Y THE CITY OF REtDSVILLE, THE TR~NCN SUBG BACKFiLLED WITH DRY SOIL OR ABC STONE USING MAXIMUM 6" LIFTS TQ WI LY A MACHINED SAW CU'T. A
a SUBGRADE MATERIAL SHALL BE
SURFACE. THE BACKFILL SHALL BE COMPAC`tED PER A5TM 0698 TO A DE TAI STANDARD PROCTOR DENSITY. 'S TQ WITHIN 10" OF 7}1E RQAD '0 A DENSITY OF 95~ 4f 7HE
3/8" STEEL PLATE, TYP 3. WlTNtN ROADS MAINTAINED BY NCOOT, THE TRENCH SHALL BE BACKFILLED PLOWABLE FlLL OR ABC STONE TO WITH(N 12" QF THE t~OAD SURFACE. W OTES: 17 SWALL 8E COMPACTED TO A DENSITY QF AT lEA5T 959 OF THAT OB7AI SAMPLE OF THE MATERIAL IN ACCORDANCE WITH AASHTp-99 AS MODIFIED ,
3/8"x4" STEEL ~ FILLED ANp COMPACTED USING CE. WHERE ABC STpNE IS USED,
PLATE, TYP NOTES: t OBTAINED BY COMPACTING A
5/8" ~ A325 BOLT 1. STEED ENCAS THICKfdESS A CASING PIPE ODIFIED BY NCDOT.
ENCASEMENT PIPS SHALL CONFORM TO AS7M A-139 WITH WALL 4• ~+E F1NAL 1' OF FILL SHA~,L CONSIST qF ABC MATERIAL COMPACTEp TO A OBTAINEb BY COMPACTING A SAMPLE OF THE MATERIAL W ACCORDANCE W ESS ANp GRADE AS DEFINED IN THE SPECIFICATIONS. M!NlMUM NCQOT. BITUMINOUS BASE OR BINDER MAY 8~ SUBSTlTUTEQ iF APPf2QVED 4BLE YIELD STRENGTH IS 35,000 P51. 5. THE ENTIRE THICKNESS/VERTICAL EDGE OF THE CUT SHALL. B~ TACKEU. 7 TO A DENSITY EQUAL TO 9Q0~ QF THAT ANCE WITH ASSHTO 7-80 AS MODIFIED BY
ALLOWABLE Y 2. CARRIER PIPE 2QVED 8Y THE ENGINEER.
6. THE SAME DEP1H 0~ PAVEMENT MATERIAL WHICH EXISTS SHALL BE REINST R PIPE SHALL BE ApEQUATELY SUPPORTED THE ENTIRE LENGTH ASPHALT BE LESS THAN 2" THICK. AEU. REINSTALLED, 8UT IN NO CASE SHALL THE
WI~1-iIN 11-IE C 3/16 4 / OF' 9 F'pOT C ~ I OTHER METHO 1'HE CASING BY U5iNG "SPIpER" STEEL SUPPORTS AT A MAXIMUM ~E ASPHALT PAVEMENT MATERIAL. SHALL BE INSTALLED ANO COMPACTED ~ACTEO THOROUGHLY TQ ACHIEVE A SMOOTH
'pOT CENTERS (ONE AT EACH JOINT AND ONE INTERMEDIATE}. L£VEL PATCH. METHODS MUST MEET APPROVAL OF THE ENGINEER. FOR RIPE
1" R ON ALL CORNERS ALIGNMENT Gl wwFR~ in~cas TFiE ANNULUS ENT GUIDE SEE DEl'At~ 5B/6 SEE 5A/6 FOR VENT DETAIL.
INCASEMENT iS INSTALLEp IN THE COLONIAL PIPELINE RIGHT OF WAY,
YO SAFEGUAR B. PIPE ALIGNMENT GUIDE PROVIDES ca BE DELETED. JNULUS OF THE CARRIER PfPE 1N THE ENCASEMENT SHALL 8E GROUTED ASPHALT PAVEMENT P A 'EGUARD THE PIPE FROM CATHODIC CORROSION, COLgNSAL PIPELINE 6 NOT TO SCALE
E$ CATHODIC PROTECTION F'OR (TS UTlLlTIES. IN THOS CASE, VENT CAN PATCH
ETED.
5 CASING PIPE DETIAL 6 ENCAS 6 NOT TO SCALE ~ASEMEI~T PfPE UNDER HIGHWAYS 8c ROADS
NOT TO SCALE
s
4-10
cr M,u~ucsa I au?w~c sc~u.+E
MWF NTS r vm UA It 3101 JOHN HUMPHRIES WYND N Is
DRAWN BY OT ME RALEIGH, NC 27612 CROSS PO APPROVALS [phone] POINTE SEWER EXTENSION
AM oe?ns WK APPROVED BY PROJECT NUMBER EUDDING z FOR THE
mm 7aoMaMA ODIC REV. NO. DESCRIPTION DATE FILE NAME PLAT DALE community inffasfieu~.+ SEAL ~A~KSON Office Locotions* 39 6
REVISIONS n~~La s?+a~r CONSTRUC'nON 025490 C1 TY OF REIDSVI mtructure consuftents North Corollno Georglo )SVILLE /VENTURE PROPERTIES DETAILS
South Carolina Florid RECORD DW(;. REIDS REIDSVILLE, NORTH CAROLINA 9
Asp, W 0
to I

i
~
SLOPES FOR VARIABLE
24"
NOTE: SUPER ELEVATION RATE z4"
~ ~ PAV ~s 'AVEMENT OPTION SANITARY SEWER SERVICE SHALL BE CONNECTED TO MANHOLES AS SHOWN FOR STANDARD 2'6"
g 0R SPECIFIED (N DETAIL rj CURB AND GUTTER g" , 3 ,
~H
I---- - 4.0 U MUST BE 2" BELOW GRADE 5 ~ a • Tr- • •
D• • • a ° ~ ~ ~ • ~ • e' r ~ e s a a s d a ~
F~N v~~ ~,l j ~ I-- WHEN SEWER CLEAN OUT I5 IN PAVEMENT
. '°=:'p`.. ~1=~1~%~l~ IT MUST BE INSTALLED INStpE A VALVE " 1. 30" CURB & GUTT .EU NQ TES: c GU'T"TR
STANDARD 4" BRONZE CLEANOUT PLUG BOX WITH .COVER LABELED SEWER. PROPERTY LINE/EASEMENT LINE
b~ ~ ~ CAST IRON OR BRONZE 1. 70' MAXIMUM BETWEEN CONSTRUCTION JOINTS.
~~~o FWISHED ~C~-~AN OUT PLUG ~--+.-f 15' MAXIMUM BETWEEN CONSTRUCTION JOINTS •°3 ON MACHINE POURS.
.a~.~. GRADE 7 R=30"
2. 1/2" EXPANSION JOINT EVERY '90'. ° . . 5 8
~N ~
~N~ PAVEMENT CURB - • - , ; 3. 3000 PSI CDNCRETE MINIMUM, 4" SLUMP MAXIMUM. ~ . • o r o , •
4. LIQUID MEMBRANE CURING COMPOUND SHALL MEET ° • • O ~ Q w 1
LJ ~ 1 a ~ a 7HE REQUIREMENTS OF SEC7i0N 7026-2 OF NCDOT ~~~~4,.
~ ~ STANDARDS & SPECIFJCATIDNS FOR ROADS AND PE=3/e FT.
THE FULL LENGTH OF THE SERVICE DITCH SHALL . ' ~ , ~ , ~ ' . , , ~ - • ' , ~ . " STl7UCTURES. 30• S. ALl. CONSiRUCTlON JOfNTS SHALL BE FILLED
BE COMPACTED 1N 6" LIFTS VdITH MECHANICAL TAMP. ' , ' ' . : , ' ' : , . ~ : ~ , ~ .
AI.L TAPS WILL BE MADE USING MECHANICAL TAPPING ' . ' ~ ' , ' ~ ~ ~ ' ~ " • 4" OR 6" WITH JO1NT FILLER AND SEALER IN ACCORDANCE 2. 34" ROLLED TYP WITH NCDOT ROADWAY S7'ANDARO DETAIL 846.01. :D T'YP'E GUTTER
~8~ MACHINE. FOR PVC iNS7ALLATiONS, SADDLE ANp BEND ~ ~ " . D.i. OR
MUST BE BEDDED IN #67 STONE. BEDDING AND HAULING ~ PVC PIPE MUST COMPLY WITH REQU€REMENTS OF STANDARD DETAIL 4
6 ' • LENGTH 0~' PROP. .oo
~ " LATERAL VARIES 4 ~ `
8",10" OR 12" TAPPING ~ P1ECE OF` PIPE I . 4
SADDLE OR IN-LINE WYE ~ SEwER GOUPU?vG 7 7 .oo a S ial FT.
~ ~ e r...~~ ~ _r ? ~ p . p
1 /16" 0R 7 /8" C.I. BENQ MIN. GRADE 1% • " ~l • 0 ~ t 4 O . ~ . ° ~
f
~ww.~ww0WwMw+rr¦w~1.ww..r
CLEANOUT FERRULE WITH PLUG
•'45 ° SEWER BARREL OF PIPE TO EXIST. SEW EXISTING SADDLE REST ON UNDISTURBED SOIL 4" OR 6" SERVICE s~w~~ uNE
3. 30" VALLEY TYPE Y TYPE GUTTER
STYLES ACCEPTED: ?ICE
MAIN ,FOR SADDLE INSTALLATION LATERAL TYP. • STAINLESS STEE CL MPS AMPS
i INVERTED NUT • DETAILS, SEE STANDARD COMBI.JATION LONG
RAISED NUfi • ~ - DETAILS ~ 6 TURN PATTERN Y
ANA 1 BEND
3 CURB Bc GUTTER DETAIL
7 NOT TO SCALE
~ 4" ~LEANOUT PLUG
2 TYPICAL SANITARY SEWER LATERAL C~NNECTCON
7 NOT TO SCALE
w
PVC TO DI PIPE ADAPTER - USE z ~
FERNCO COUPLING 445-401 OR w o J ~ J z ~
R APPROVEp EQUAL TO SEAL w A ~ ~
FERNCO ECCENTRIC COUPLING Q r, 0.. c.~ a r~
FOR CONNECTING PIPEa OF 45' PVC SADDLE a
UNEQUAL DIAMETER, bR APPROVED EQUAL z `r z y
EECENTRlC PIPE CROWN ~ W y
BUSHING Q ~Z+ S Q N
F- U ~ v~ 3
MAINTAIN CONTINUOUS W Q k`'~ o A
FLOWLINE a ~A va ~ A ~ y
FL p~ ~t ~ ~
STAINLESS a ~a
A85 PIPE ~ ~I DUCTILE IRON PIPE STEEL
CLAMPS
SECTION
BACKFILL UNDER PVC SADpLE, ADAP70R, AND CAST IRON BEND
WITH#67 STONE AS SHAWN ON ~ OR S A W A Z y J
~~Q~ 3 ~ Z ~ t~l
PS's ~~~p ~ V ~ ~ ~ y ~y~ ~ `pP ~ 4~.~ ~ ~ n w y
AGGREGATE STONE F'EF2NC0-1056 SERIES W/
BEDDING, MIN. 8" STAWLESS STEEL CLAMPS TOP & SIDES, 6" AND SHEAR RINGS, OR PIPE CROWN
BOTTOM, TYPICAL APPROVED EQUAL. 45~ 45° J a w c~u vi vii
Pc~'~ Q~P~ N H t~ii
Qcr
SADDLE 3
PVC OR ~ DUCTILE IRON P[PE VC/TC PIPE
PIPE SPRINGLINE Q~ ~ ~ Q
Z C~Q~ a W
FP`O+y W a W ~
Q ~q ~ D A
A .tea.
ELEVATIaN ~ ~
Q,~ ~ n~U ~ U
Qti~ ~¢~w IW- Z
S~~".~4.~ QJ~ ~~ap O W C~',9Q ~o v~i a ~ ~ Z l7
SADDLE INSTALLATIQN LIMITS
NOTE: SEE STANDARp SEWER LINE TRENCH DETAIL FOR PIPE BEDDING
BEYOND COUPLING.
~ . (U
~.~-iD
N Z A 6 LATERAL SADDLE INSTALLATION
5 LATERAL SADDLE INSTALLATIO(~
4 STANDaRD SEv~ER LINE COUPLING ~ DETAIL FOR PVC PIPE A ~ ° ~ DETAIL FaR ~VCP AND DUCTILE
7 NOT TO SCALE Q Q W ~ ~ z 1RON~ PIPE
a. o ¢~w¢
~ Aa ~
PROJECT MANAGER ORAMAN6 SCALE MWF "TS 3101 JOHN MUMPI-iRtES WYND RELEASED FOR DATE ,~~~t~ t'iAl ; Oi~CROS 11 ASS POINTE SEWER EXTENSION
W oruwro er PROJECT DAX AlK RALEIGH, NC 27612 APPROVALS a ~pilljl'lo~~iiij [phone] FOR THE DETAILS 7
AMH on" 'I APPROVED BY PROJECT MJMBER
DIC :)ICKSC)N Office Locations: ~5.~UC.~~, 4 ox~;o ON ClTY OF REID REIDSVILLE /VENTURE PROPERTIES. 9
REV. NO. DESCRIPTION DATE ME OAK PLOT °AIE comm~~ Infras ly In1raS re consuftents North Carolina Georgia it fe South Carolina FloridG RECORD DWG. REIDSVILLE, NORTH CAROLINA
REVISIONS MT"'S glow
i $vie

h
~Yt~'J

<
~Z~ p ~ ~ ~r Vne aum.)
G)~~
7
~ ~q
~ T {MiN.)
1.5 T {MIN.) T
KEYWAY ~ TOE OF MtN.
SLOPE
r ~o
NOTE: CONTRACTOR RESPONSIBLE FOR REMOVAL
i8" MIN. FOR N.C.Q.O.T. CLASS I RIP RAP T Mlf~. AND REtLACEMENT OF TEMPORARY GRAVEL. CON5lRUCT10N ENTRANCE WHEN WORK
24" MIN. FOR N.C.D.O.T. CLASS 1i RIP RAP ~ ~ DICTATES THAT ENTRANCE BE DISTURBED
22" ~vIIN. FOR N.C.D.O.T. CLASS °B" STONE RiP -RAP PLACEMENT :NT ~'OR U1TLi7Y tNSTALA710N. A

~ sec 1. EACH RIP-RAP PLACEM ~a~ ~ ,op1~ 4 ~ WASHED STONE OR A N PLACEMENT SHALL BE BEDOER 1N EITHER A 6" BED pF
SHALL BE INCLUDED IN OR ANON-BIODEGRADABLE FlLTER FABRIC. THIS C4S7 IpED IN THE COST OF PLACING RIP-RAP. FL~ ~W,..,..._.... RSE AGGREGATE-
~ ~ ~ ~ CREEK /DI TCF4 ~ MASS if RiPRAP THE MINIMUM THICKNESS QF THE RIP-RAP t2~P~
~ °~u B~~ ~f~c 2. LA ER SHAD 8~2 If 3~ 24". J~~,\G
.ts~ RIP RAP TO CONFORM ai~c ~ FILTER TO EXISTING SLOPE CLOTH 2. WHEN USfNG CLASS
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ LAYER SHALE. BE 18". 'LASS I RiPRAP THE MINIMUM THICKNESS OF THE i21P-RAP P 3E 18". COARSE A STONE SIZ EXTEND UP TQ THE 70P OF THE BANKS AND BELOW THE
g ~ t~ NE SIZE = 2"-3"
4. RIP-RAP SHALL EXPEND ~~Z CHANNEL SOTfOhA AT L ~s~ 5, MAXIMUM SLOPE OF l HORIZONTAL TO 1A~ VE DITCH CRASS-SECTION 6. NMEN A WELL DEFlNED SILT FENCE AREA, CROSSING SHAL PARALLEL TO DAMAGE AS POSSIB STREAM AT TOP GRASSED, ANO MULCHE OF BANK. SEE THE CHANNEL. ACROSS ~hA AT LEAST 24" FOR CLASS it ANQ 18" FOR CLASS t.
z
OF THE CHANNEL BANK SHALL NOT EXCEED 2.d' 1.0' VERTICAL ~ PLAN c~.ASS i
ip RIP-RAP #57 STONE 3'-MIN.
~FlNED DRAINAGE CHANNEL CROSSES THE G~NSTRUCTION ~ y T
IG SHALL BE MADE AS QUICKLY AND WITH AS LITTLE POSSIBLE, REPAIRED IMMEDIATELY, STABILIZED, ~ SEDIMENT y y y
MULCHED. AFTERWARDS, RIP-RAP MAY BE REQUIRED IN `~O' ~ STORAGE ~
i pE7AIL $-25 BE EvALUATEp INDIVIDU AS REQ'D 7. STONE FOR TEMPORARY ,CROSS THE ACTUAL CONSTRUC710N AREA. THESE WELL '~1/N INDIVIDUALLY BE THE ENGINEER. ~ POOL ~
~l~~C.S `j~,PN ih INVEF~T P P ~W low
NOTED FOR THE PERMA ONCE THE AREA BELOW 'ORARY CREEK GRQ5SINGS SHAi..L SE THE SAME SIZE AS PERMANENT EROSION CON"FROL 1'0 BE LEFT IN PLACE. `~P~'(~ ~ ~ 0'X1 d' MIN. r~ ,.,,I
. BELOW THE CREEK CF205SING IS SEEDED AND MULCHED, 7 2"
- - - - - ~ ~ 7HE CONTRACTOR CAN - - - - ~ ~ ' - ~ USE THE STONE FOR T 8. ALL SEDfMENT CONTROL '4R CAN REMOVE THE tEMPORARY CREEK CROSSING AND FOR THE PERMANENT CHANtdEL STA81LlZATION.
SECTION A-A
ONTROL MEASURES AND REGULATIONS SHALL CONFORM
7'O THE LA"tEST Sl'AN CREEK/DITCH CONTROL ACT. iT Sl'ANDARDS OF THE NC SEDIMENTATION POLLUTION
BED TIE RETURN 4 TEMPORARY ROCK P#LE INLET PROTECTI ~CTION
SILT FENCE AS
~R U CTI ON ENTRANCE 8 NOT TO SCALE
DITCH PLAN VIEW ~E4UIRED. ~ TOE DOE REQUIREMENTS FOR ~ 3 TEMPORARY GRAVEL CONSTRU NOT TO SCALE
'-RAP BANK PROTECTION
~ RIP-RAP DETAIL RIP-R NOT TO SCALE No-r ro sc,a~
FLOW mow
CLASS NTAKE HOSE
STONE
BY-PASS
PUMP
WORK AREA
DE-WATERING N~ Cif J~ M1L ~~If
PUMP A~ ~I@~ ~M ~MNt+AC~ QlAl~Kflil~, A
MPERVIOUS 1.5' MIN.
DIKE r-~~ v A L B
~J ~ aRw q~ ~?wc t11t ~ ~1r 9n 9" MIN.
Ter
SILT BAG C~nss A LOCATION STONE CLASS A DISCHARGE NOSE FILIER FABRIC
STONE r L =THE QISTANCE SUCH THAT POIhlTS A AND B ARE OF EQUAL ELEVA110N
NOTE: HOSE SHOULD BE ~ ~ w ~
KEPT OUTSIDE OF WORK + ~
AREA ~ ~ ~ ~
~t~ • x'' A
9'~ ~O~ttf IFC~R {~'9D1~11 IulAIN1ENANCE - INSPECT CHECK DAMS AND CHANNELS FOR DAMAGE AFTER
NOTES: STABILIZED OUTFAt1 CLASS A STONE FIL7EfZ FABRI 1, EXCAVATION SHALI. B£ PERFORMED ONLY iN DRY AND/Oit EACH RUN-OFf EVENT. CLASS A OF B
t FABRIC ANTICIPATE SUBMERGENCE AND DEPOSI110N ABOVE 7HE CHECK DAM AND EROSION CONTROL
ISOLATED SECTIONS OF CHANNEL. ~6; A 4M1~' AGiM~' ' EROSION FROM HIGH FLOWS AROUND THE EDGES OF THE DAM. CORRECT ALL STONE DAMAGE IMMEDIATELY. 1F SIGNIFlCANT EROSION OCCURS BETWEEN DAMS,
2. fMPERV10US DIKES SHOULD BE USEQ TO ESOLATE WpRK AREAS FROM STREAM FLOW. ~ ~R~O~i~ ` M~ INSTALL A PROTECTIVE RIPRAP LINER IN THAT PORTION OF THE CHANNEL. FtL1ER 2:1
3. TI-tE CONTRACTOR SHALL. NOT DISTURB MORE AREA THAN CAN REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEpED TO PREVENT FABRIC 24" MAX.
BE STABILIZED IN ONE WORKING DAY. A MAXIMUM OF 10Q0 D15CHARGE ~'M' ~ . DAMAC~ TO CHANNEL VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH
FEET MAY BE DISTURBED AT ANY ONE TIME. 4. THE BY-PASS PUMP SHOULD ADEQUATELY CONVEY MfNIMUM EXISTING HOSE THE STONE CHECK DAM, ANO PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM. ADD STONES TO DAMS AS NEEDED TO MAINTAIN
450 GALLONS /MINUTE GROUND DESIGN HEIGHT ANI~ CROSS SECTION.
5. PERFORMANCE q=450 GPM ONLY 6. DIKE MUST BE CONSTRllCTED OF NON-ERODIBLE MATERIALS '15' TO 20~ SECTION A NOTES: IONA - A
SUCH AS SANOBA6S SEE DETAIL 6/D8. ro 20~~ y
~ R~~E~ - FED t~A~
SEQUENCE OF CON~,TRUC~1'ON FOB, TYPiCLA~PU~utP Atj,~ 1~D STABILIZED OUTFACE GLASS
1. INSTALL STILLING BASIN AND STABILIZED QU7FALl, USING A STONE
CLASS A RIP RAP AT THE DOWNSTREAM END OF THE DESIGNATED PROJECT WORKING AREA.
2. THE CONTRACTOR WILL INS7ALl THE PUMP AROUND PUMP 1. PLACE STONE TO 7ME LINES AND DII~EN ) DIMENSIONS SHOWN IN THE PLAN ON
AND THE TEMPORARY PIPING THAT WILL CONVEY THE BASE ~4`(~~ FABRIC FLOW FROM UPSTREAM OF THE WORK AREA TO THE A FILTER FABRIC FOUNDATION.
STABWZED OUTFACE. g• 3. INSTALL UPSTREAM IMPERVIOUS DIKE AND BEGIN PUMPING 8" OF CLASS A STONE 2. KEEP THE CENTER STONE SECTIQrI NATl1RAL GROUND LEVEL WHERE THE D 3. EXTENp STONE AT LEAST 1.5 FT QEYON OVER~'L.OW WATER FROM UNDERCUTTING :CTION AT LEAST 9 INCHES BELOW
OPERATIONS FOR STREAM DIVERSION. THE DAM ABUTS THE CHANNEL BANKS.
4. INSTALL THE DOWNSTREAM iMPERVtpUS DIKE AND DEWAlERING ALT AG PROFl PUMPING APPARATUS IF NEEDED TO DEWATER THE ENIRAPP~D EXISTING CHANNEL ~,PQOFlLE BEYOND THE DITCH BANKS TO KEEP
AREA. THE PUMP AND HOSE FOR i'H~S PURPOSE SHALL BE CHANNEL. ^UTTING THE DAM AS IT RE-ENTERS THE
OF SUFFICIENT SIZE TO DEWATER THE WORK AREA. THIS
WATER WELL ALSO 8E PlJMPED 7d AN OUTFACE S7ABIL.IZED WIlN CLASS A RIP RAP.rj PUMP A R O U
5. THE CONTRACTOR WILL PERFORM STREAM RESTORATION WORK SOUND
IN ACCORDANCE WITH THE PLAN AND FO~L04YING 1NE S NOT TO SCALE ~cA~E
GENERAL CONSTRUCTION SEQUENCE. 6. THE CONTRACTOR WILL EXCAVATE ANY ACCUMULATED SILT CREEK CROSSING
ANp DEWA7ER ~E~ORE REMOVAL OF THE IMPERVIOUS DIKE. TEMPORARY ROCK SILT CHECK DAM
WHEN DEWATERWG AREA, ALL DIRTY WATER MUST BE PUMPED THROUGH A SILT BAG. REMQNE IMPERVIOU5 PIKES, PUMPS, s COFFER DAM NOT TO SCALE
AND TEMPORARY FLEXIBLE NOSE/PIPING STARTING WITH THE 8 NOT TO SCALE
DOWNSTREAM DIKE FIRST. 7. ONCE THE WORKING AREA i$ COMPLETEd, REMO~IE AL.L R!P
RAP ANp IMPERVIOUS AiKES AND STABILIZE DI5?11RBED AREAS
WITH SEED AND MULCH. 8 ALL WORK 1N CHANNEL MUST BE COMPETED BEFORE
REMOVING IMPERVIOUS DIKE.
t
PROJECT MANAGER DRAWING SCALE 3101 JOHN HUMPHRIES WYND RELEASED FOR DATE ~~~,etK CAi~R~ CROSS RALEIGH, NC 27612 APPROVALS
MIIVF NT8 ~S POINTE SEWER EXTENSION
DRI?1MJ 8Y PROJECT IDAIE AM" oeft VK (919) 782--0495 , FOR THE DETAILS 8
APPROVED BY PROJECT NUMBER 4w dp
MMYF 70D1&00RA DI REV. NO. DESCRIPTiQN pAT~E FILE NOW PLOT DATE community iMfr~a REVISIONS °ETALS )ICKSON Office Locations: ~~srnucnoN to 4 oZ~ o ~ CITY OF REID iM(rmstn,tCturo oot'tsuilartts North Carofinc Georgia EIDSVILLE /VENTURE PROPERTIES
R South Carolina Florida RECORD DWG. REIDSVILLE, NORTH CAROLINA 9

CONTRACTOR SHALL SEED AND MULCH GRASS LINED CHANNELS AS
EROSION CONTROL NOTES FOLLOWS:
SEEDING MIXTURE
1. SCHEDULE A PRECONSTRUCTiON CONFERENCE ON-SITE 1lYITH THE SPECIES RATE (LB/ACRE}
~c EROSION CONTROL INSPECTOR FROM THE WINSTON-SALEM REGI~VAL OFFICE OP THE NOR'i'fi CAROLINA DEPARTMENT OF ENVIRONMENT, HEALTH TEMPORARY SEEDING-LATE WINTE 'VINTER.~EARLY SPRING TEMPORARY SEEDING SCHEDULE SUMMER TEMPORARY SEEDING SCHEDUL Rate (tb/acre) Seeding mixture Seeding mixture TALL FESCUE 200 (4-5 LB/1000F'f"2
AND NATURAL. RESOURCES (NC~EHNR), TELEPHONE NUMBER EDULE - FALL NURSE PLANTS
336-771-50p0, AND THE ENGINEERS REPRESENTAIiVE. 9ETN/E~N MAY 1 AND AUG. 15 ADD 15 LB/ACRE SUNANGRASS
2. BEFORE INITIATION OF CONSTRUC710N INSTALL EROSION CONTROL OR 10 L8/AGR~ GERMAN MtLL..ET. 6E~'ORE MAY 1, OR AFTER
MEASURES SHOWN ON THE PLANS AND ANY REWESTED BY TFlE Seeding Mixture NCDEHNR INSPECTOR FtESUL1ING FROM 'FHE PRECONSTRUCiION MEEi1NG, Species CLEARING AREAS AS NEEDED TO {NSTALL THE pEVICES. TWE SILT CHECK AUG. 15, ADD 4U lB/ACRE RYE (GRAIN).
Species Rate (Ib/acre) Species Rate (Ib/acre) i
d DAMS SHOWN ARE Td BE INSTAU.ED AFTER THE TRENCH BACKFlLL IS Rye (grain) COMPLETED. THESE MUSt BE INSTALLED DAILY AS WORK PROGRESSES. Annual lespedeza (Kobe in Piedmont 320 German millet 40 Rye (grain) t20
and Coastal Ploin, Koreon ir? Mountains) 50 SEEDING DATES
3. EROSION CONTROL DETAILS~$F SHOWN ON THE DRAWfNGS ANp ~ In the Piedmont and ~Aountains, a smakf-stemmed Sudangrass may be SES7; AUG. 25-OCT
W STRUCTURE LOCATIONS ARE DEFlNED IN THE PLAN VIEWS. Omit annual lespedeza when duration of temporary c 4. MAIN1'~NANCE OF EROSION CONTROL DEVICES IS 1HE CONTRACTOR'S beyond June. ~orau-y cover is not to extend substituted at a rate of 50 ~b/acre. Seeding dates Mountains -Aug. 15-Dec. 15 POSSIBLE: FEB. -APR. 15
sec. 30 AVOiD SEEDING FROM NOV. Tp JAN. I~' SEEDING MUST SE DONE
I' ~ RESPONSIBILTY. AFTER EACH RAIN STORM THE DEVICES SHALL BE INSPECi'ED FOR DAMAGE AND REPAIRS MADE AS NEEDED. ANY SILT Seeding dates Seeding dates Coastal Plain and Piedmont -Aug. T5-Dec. 30 Mountains -May 15-Aug. 15 AT THIS TfME, ADD 40 LB/ACRE RYE GRAIN AND USE A
ACCUMULATION SHALL BE REMOVED IMMEDtA1EDLY AND PROPERLY Mountains - Above 2500 ft: Feb. 15~-May 15 5 Piedmont -May 1-Aug. 15 SOi) amendments CHANNEL LiNlNG THAT OFFERS MAXIMUM PROTECTION.
DISPOSED Of. ~ ~ Beiow 2500 ft: Feb. 1-May 1 Coasts! Ploin -Apr. 15-Aug. 15 Follow soil tests or apply 2,000 fb/acre ground stone and 1,000 Ib/acre 10-10-10 fertilizer. ;round agricultural lime- SOIL AMENDMENTS
5. RESEED ANA MULCH DISTURBED AREAS AS GRADWG 1S COMPLETEQ Piedmont -Jan. i--May 1 per. APPLY LIFE AND FERTILIZER ACCORpiNG TO SOIL TEST, OR
cra ALONG ALL CONSTRUCTION. AIL DISTURBED AREAS MUST HE VEGETATED Coastal P4nin - Dec.1-Apr. 15 OR OTHERWISE STABILIZED WITHIN 15 WORKfNG DAYS AFTER BEING Soil amendments APPLY 4000 LS/ACRE GROUND A6RICULTt1RAL LIMESTONE Ahip 1000 E.B/ACRE 10-1 Q-10 FERTILIZER. OPERATE TILLAGE
D157URBED. THE CONTRACTOR SHALL UTIU2E THE SEEDING AND Foltow recommendations of soil tests or apply 2,000 ib/acre ground MUICh ogricultura! limestone and 750 ib/acre 10--10-10 fertilizer. gpP~y 4,000 Ib/acre straw. Anchor straw by ta ~ 2,000 ib/acre ground agricultural netting or o mulch anchoring tool. A disk with r by tacking with asphalt, EQUIPMENT ACROSS THE WATERWAY.
~ MULCHING SCHEDULES ON THE DRAWINGS AS FOLLOWS: SO1~ amendments Follow recommendations of soi! tests or apply 2,000 sk with blades set nearly
A. WHERE 1tiE SEWER LINE IS LOCATED WITHIN AN EXISTING DITCH limestone dnd 750 Ib/ncre 10-10--10 fertUizer. straight oan be used os a mulch anchoring tool. Mulch ng too?. MULCH
~~N~ LINE, THE PERMANENT SEEDING SCHEDUi..E FOR SASS-LINED CHANNELS ~ ~ ~ ~ SHALL ~E, USED. Apply 4,040 Ibfacre straw. Anchor straw by tacking with asphalt, USE JUTE, EXCELSIOR MATTENG. 0R 07NER EFFECTIVE CHANNEL LINING MATERIAL TO COVER THE BOTTOM OF CHANNELS AND
netting or a mulch anchoring tool. A disk with blades set nearly Maintenance DITCHES, AND STAPLE SECURELY. THE LINING SHOULD EXTEND
B. FOR ALL OTMER LOCATIONS THE PERMANENT SEEDING MUICII SCHEDULE - MIXTURE 26 SHALL BE USED. Apply 4,000 Ib/acre straw. Anchor straw by tacking tacking with asphalt, netting or o strnight can be used as an anchoring toot. Repair and refertilize damaged areas immediatel t nearly straight can be used as 50 !b/acre of nitrogen in March. If it is necess temporary cover beyond June 15, overseed with ~ediately. Topdress with ABOVE THE H{CHEST CALCULATED DEPTH pF F'LOW. ON necessary to extend CHANNEL SIDE SLOPES ABOVE THIS HEIGHT, ANp IN DRAINAGES
~ mulch anchorin tool. A disk with blades yet nears I'~ ~~~s 9 Y d with 50 ib/flcre Kobe NOT REQUIRING TEMPORARY LtNlNGS, APPLY 4000 LB/ACRE
6. UNLESS A STREAM CROSSING IS PROPOS£0, ,coNrnA~r,~,,1~oT o mulch anchoring tool. ~ QERMITTED jQ CROSS ANY 5~~(+~(~ 1~JJ,'[d, A{~' VEHICLE OR PIECE OF Maintenance (Piedmont and Coastal Plain) or Korean (Mounta Refertilize if growth is not fully adequate. Reseed, fertilize and mulch late February or early March. ,Mountains) iespedeza in GRAIN STRAW AND ANCHOR STRAW BY STAPLING NETTING OVER
g~ EQUlPMENT_ PLEASE Nb7E THAT RIP-RAP BANK STABILIZATION IS N07 immediately following erosion or other damage. THE TOP.
COiJSIDERED A STREAM CROSSIFIG. t~' A STREAM CROSSING tS NOT Maintenance SHOWN, CONTRACTOR N~UST USE A BACK AND OUT APPROACH. Refertilize tf growth is not fully adequate. Reseetl, r mediately following erosion or other damage. »seetl, refertilize and mulch im- MULCW AND ANCHORING MATERIALS MUST NOT BE ALLOWED Td
WASH DOWN SLOPES WHERE THEY CAN CLOG DRRINAGE
7. AFTER COMPLETE STABILIZATION OF DISTURBED AREAS AND AS DEVISES.
DIRECTED BY THE ENGINEER, REMOVE EROSION CONTf20L DEVtC£S FROM THE SITE.
2 TEMPORARY SEEDING ING - LATE 3 TEMPORARY SEEQING > E E E D i N G NSPECT~ A pN REPAIR MULCH FREQUENTLY. REFER7ILIZE IN LATE
9 S~HEULE - SUMMER 4 TEMPORARY SEES
~ ER(JSIONi CONTROL SEQUENCE OF WINTER f EARLY. SP 'SPRING NOT TO SCALE SCHDULE - FA FALL WINTER OF THE FOLLOW{NG YEAR; USE SOIL TESTS OR APPLY 150 l6/ACRE 1 Q-1 Q-10. MOW REGULARLY TO A HEIGHT OF'
9 CONSTRUCTION NOTES NOT TO SCALE .E NOT TQ SGALE 2-4 INCHES.
Nor ro scA~~ 5 SEEDING NQ. 5P FOR:
GRASS-LINED CHANNELS
NOT TO SCALE
~ , • f . ~LQTES:
WASHED STONE 1• THIS DETAIL CAN ~ U3ED ONLY Af7ER WTER
PLaCE~ ~N ROAdWAY HAS BEEN PAVfD. G£0'tEX11LE 8AG5 3/4" STEEL PL11TE fN/ 3/4" HOE.ES 2• ALL S10NES AND SEDIMENT NEED TO BE TO BE
DRIlJ,ED O 3' ON CENTER i~M10VED FRf~A INLET/PIPE
Seeding Mixture
Species Rate (!b/acre}
i PIPE
i ~1w Tall fescue 80
(30 cm) Sericen lespedeza 20 Kobe lespedeza 10 PIPE
WA5HED STnNE 3/4' 8TEF1. PLA1E PLACED IN
-2"-5' Seeding note GE01EXT1LE BAGS
(5crn-12.5cm) ~t56 1. After Aug. 15, use unscarified sericea seed.
t' 2. Where periodic mowing is planned nr a neat appearance is desired, omit sericea and increase Kobe lespedeza to 401b/acre.
3. 7o extend Spring seeding dates into June, add 15tb/acre hulled
bermudagrass. However, after mid-April it is preferable to seed temporary
'r~}:~.~.~~1'7 W W ? M1 W W Y W W W V~ ~Y ~Y ~I W W V ? • cover.
6 INLET PR~TECTI NOT 7p SCALE ECT ION
O W ? `i W V V Nurse plants
Between May 1 and Aug. 15 add 70 Ib/acre German millet or 1S Ib/ocre Sudongrass. Prior to May 1 or after Aug. 15, add 40 Ib/acre rye (grain).
Seeding dates SILT FENCE
~ 7.5cm Best Possible 8' 1/AX. VARIABLE AS DIRECTED BY 7NE EPIOINEER
~..y r-~-, r--, Fail Aug. 25-Sept. 15 Aug 20-Oct. 25 SEDIMENT CQN1ftOL - STO1dE ---sow- - 8" MIN
8
:,t.: Late Winter Feb i5 - Mar 25 Feb 1 -Apr 15 R.O1N 1 3' MAX
1NN(ERMEDfATE~~
Fail is best for tall fescue end late winter for lespedezas. Overseeding of MIN. 1Q 6A. NMRES
Kobe lespedeza over fail-seeded tall fescue is very effective. UNE NARES SI F C STRUCTURAL STONE
IN TO CO d NOTE:
Sail amendments GRADE STURC1URAl S7 STONE FOR EXR 1 ,TURAL STONE SHALE BE (CLASS "B
Apply lime and fertilizer occording to sail tests, or apply 4400 fb/acre ground FOR EXROSION CONTORL PURPOSES.
agricultural I~mestone and a 1QQ0 Ib/ocre 'f0-10-10 ferti{izer. 5EDI11ENT CON1 OR N0. 57 STO STON 'NT CONTROL STONE SHALL. BE NO. 5 1. 57 STONE.
• 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING A1dY NECESSARY APPLfCATION OF LIME, FERTILIZER, AND SEED. NQTE: WHEN USING CELL-O-SEEQ DO NOT SEED PREPARED AREA. CELL-O-SEEQ MUST BE INSTALLED WITH RAPER SIDE DOWN. STONE OUTLETS
2. BEGIN AT THE tOP OF THE SLQPE BY ANCHORING THE BLANKET IN A 6" (15cm) DEEP X 6" (15crn) WIDE TRENCH Mulch
WITH APPROXIMATELY 12" (30cm) 0~' BLANKET EXTENDED BEYOND THE UP-SLOPE PgRTION OF~ tHE TRENCH. ANCW4R THE Apply 4,OOQ Eb/acre grain straw or equ'svalent cover of another suitable mulching
BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30cm) APART !N TWE BOLTON OF THE TRENCH. BACKFILL ANp COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO ~OMPACTEp S41L AND FQL.D REMAINING t 2° (30cm) materioi. Anchor rrtutch by tacking with asphalt, roving or netting, or by crimping - FRONT VIEW
PORTION OF BLANKET' BACK OVER SEED AND COMPAC'('E~ 501L. SECURE BLANKET OVER COMPACTED SOtL WITH A RAW OP with a mulch anchoring tool. A disk with blades set neaNy straight con be used as a mulch anchoring tool. SILT FENCE
STAPLES/Sl'AKES 5PACEQ APPROXIMATELY 12" (30cm) APART ACROSS TIaE WIDTH 0~ TFtE BtANKEi. POST
3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZQNTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. A1.L BLANKET'S MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLESfSI'AKES Maintenance
!N APPROPRIATE LOCATIQN5 AS SHOWN IN THE STAPLE PATTERN GUIDE. WWEN USING OPTIONAL DOT SYSTEM ~ STAPLES/STARES Refertilize in the second year unless growth is fully adequate. Maybe be mowed STEEL P45T • T ~TOP VIEW
SHOULD BE Pt,ACEO THROUGH EACH OF THE COLORED DOTS CORRESPONDING TQ THE APPROPRIATE STAPLE PATTERN. once or twice a y~eor, but mowing is not necessary, Reseed, fertilize, and mulch NOTES, WOVEN WIRE FABRIC
4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2"~5" (5cm-12.5cm) OVERLAP DEPENDING damaged areas immediately, ALT FENCE GEO'IEX1'!LE FABRIC 1. USE SILT FENCE ONLY WI N DRAINAGE AREA DOES NOT
ON $LANKET TYPE. TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE 4F THE OVERLAPPING BLANKET {BLANKET' BEING WSTALLED QN TOP} EVEN WITH THE COk.ORED 5EAM1 5T1TCH'~ON THE PREVIOUSLY INSTALLED BLANKET. EXCEED 1/4 ACRE AND NEYER IN AREAS OF CUNCENIRATEp FlAW. p ~
5. CONSECUTIVE BLANKETS SPLICED DOWN fiHE SLOPE MUST BE PLACED END OVER ENO (SHINGLE SME) WITH AN APPROXiMA'fE 2. ENd fl~ SILT FENCE NEEDS TO 6E NRNEtl UPHHl. ~ , ~ FlLL SLOPE
~ 3° (7.5cm) OVERLAP. STAPLE THROUGH QVERLAPPEfJ AREA, APPROXIMATELY 12" (30cm) APART AGRdSS ENTIRE g PERMANENT SEEDING
BLANKET WIDTH. g SCHEDULE - M{XTURE #2P 3. FOR REPAtR ~ SIL7 FEPlCE FAILURES, USE No. 57 YVASHED ~ Z b...,• 570NE. FOR ANCfiOR WA1EP{ SILT FENCE IS PRQTECTiNG ~
NOT TO SCALE CATCH BASiN. M ' ~ ' GRADE
4. STONE OU1LE75 SHALL SL` PROVIOEd AT ALL LOW LYIN& POINTS. ALT FENCE LOCATIONS OF STONE OUTLETS HAVE 9EEA1 INWCAIED AT MAJOR
NOTE: IOW LYING AREAS. COPITRACTOR RESPONSIBLE FOR LOCATING AND " 6" #l1N. COVER 1NSTAWNG OUTLETS AT THESE AREAS AS WELL AS LOCAL LOW ~i OVER SKIRT ~
*!N LQOSE 501E CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER ~H<tN 6" (15cm) MAY BE NECESSARY TO LYING SPATS. h
PROPERLY SECURE THE BLANKETS. 5. CONTRACTOR RESPONSIBLE FOR REMOVAL AND R£PIACE~IENT OF ~~RT A5 ~ SILT FEtJCE AND STONE OUTlE7S NMEN WORK DICTATES THAT SILT DIRECTED BY ENdNEER
h"ENGE AND OUTlEtS $E DISTURBED FOR UTILITY (NSTAU,ATlON.
5. SILT FENCE PLACED IM NlElUtN05 AS SHONM ON THE PLANS MUST S f D E VIE W BE REMOYEA MATHIN 6 MONTHS OF COMPLETION OF THE PROJECT.
1" -6" MIN
7 SLOPE ~TABILIZATiQN WITH MATTING F 9 TEMPORARY SILT FENCE DETAIL FRONT VIEW
9 NOT TO SCALE
NOT TO SCALE
l
PROJECT MANAGER ORAIMNG SCALE MYVF N1S 3101 JOHN HUMPHRIES W1MD RELEASED FOR DATE ~~~i~i~~~~ SS POINTE SEWER EXTENSION
ORIIYON BY PRO~CT DATE RALEIGH, NC 27612 APPROVALS xi`~ CROSS [phone] '.y VK FOR THE DETAILS
AP PRdYEU BY ACT NUMBER BIDDING •
A~IWF 70078.OO.RA DI REV. NO. DESCRIPTION DATE FU KQE PLOT DATE oammuntty infrasi )IC K'SON Office Loco `ions: ~a CONSTRUC710Pf ? 4 Ste' CITY OF REID ZEIDSVILLE /VENTURE PROPERTIES
y infrssttuduro c~onsuitants North Caroline Georg ~ .428400 4ft South Corolina Florida RECORD DY1~. +,o R ~Ja1?IS~~~ a ~~u REIDSVILLE, NORTH CAROLINA
SHOW REVISIONS
J