20052054 Ver 2_Site Plan_20080422

TOWN O F AY PITT COUNTY
~i
NORTH CAROLINA
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I
WASTEWATER REHA CONTRACT I 2008
-
MAYOR
STEPHEN W. TRIPP I i
COMMISSIONERS
LEONARD GIBBON •
~i
LOUISE PRITCHARD MARYALICE D GLORIA DIXON DONALD SKIN TOWN MANAGER ;E DAVENPORT
SKINNER
y,~1
ADAM G. MITCHELL
SHEET INDEX
- fi ~ P~ ~ DIRECTOR OF PUBLIC WOR . ,
ARKS ~ TITLE SHEET
~ - ~ ROBERT SUTTON 2 LOCATION & LEGEND
3 PARK AVE. & SIXTH ST.
4 TURNAGE ST. & BOULEVARD ST.
5 OUTFACE
6 NE. COLLEGE ST.
~ MISC .DETAILS
w ~ i THE WOOTEN COMPANY
~i,~~ ~ ENGINEERING PLANNING Afl CHITECTU ~~-r `g o ;u~i , ECTURE
,p,, ,
/ " /L PROde~ ' 301 West 14th Street Greenville NC 27834 ~4 ~E~~_ ~oo~ t~~ynS~N~ ~~Raf~~jrq'~iY.,.
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151,151, aX ZU-/b/-JZZl ~ I
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VICINITY MAP p5.2DS~~lZ,!
Sheets SHEET01. GN 4/17/2008 8:4j:31 AM

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1 ND SCE JD THIS MAP IS NOT A CERTIFIED SURVEY AND
' HAS NOT BEEN REVIEWD BY A LOCAL
$jO~tM DRAINAGE 60VERNMENT AGENCY FOR COMPLIANCE
N~l2' 1 ,~~sl _~!NG ,may 'WI`TH aNY APPLICABLE LAND DEVELOPMENT Z
1 ~ REGULATIONS. o
~:ISSYY MANHOLE MAP LEG ND CATCH BASIN l INLET
~ ce CLEAN~OUT Dues DvES FLARED END SECTKNJ ~ ~ (jj
d "__SS' SEWERLWH srYY OSt4H
REHAB ----FM
AROJECTAREA FORCE MAIN cu~vERr
~ ~
P~Q" W ~Q~ION CONTROL
~GilAiiii wArER ~ GENERAL NOTES
J iiiTi TEMP, SEDIMENT TRAP
4CL~LiSi,RaS
~ WATER VALVE ~ DITCH! SWALE ADHERE TO THE FOLLOWING ITEMS IN THE CONSTRUCTION OF THE WASTEWATER REHABILITATION IMPROVEMENTS UNLESS OTHERWISE NOTED.
FIRE HYDRANT STQNE CHECK DAId.. '
j. GENERAL NOTES
d REDUCERANCREASER ~ I INLET PROTECTION ~ W ' ~ i
~ AIR RELEA8E ~
° WATER METER • 1. EXISTING UTILITIES ARE LOCATED ON PLANS APPROXIMATELY NOTIFY UTILITY LOCATING ~ N RIP•RAP ~ SERVICE t0 MARK LOCATION OF EXISTING UTILITIES AT LEAST 48 HOURS PRIOR TO COMMENCING ~ w
CONSTRUCTION ACTIVITY CONTRACTOR RESPONSIBLE FOR VERIFYING EXACT LOCATION OF d ~ a
+ ~ C PLUG ~ r ~ sILT FENCE THESE EXISTING UTILITIES, THE GOST TO REPAIR THESE FACILITIES, IF DAMAGED, SHALL BE THE 0- ~ N
r YARD HYDRANT I RESPONSIBILITY OF THE CONTRACTOR. a a z
~ Bq 11PR YELL WELL ARCH FILTER J 2. CONTRACTOR SHALL CONTACT THE N,C. DEPARTMENT OF TRANSPORTATION PRIOR TO ANY WORK
I . ~ r '``;,,J WITHIN NCDOT RIGHT-0F-WAY, THE NCDOT DISTRICT ENGINEER CAN BE REACHED {252}8A8.3689 ~ ~ ~
{ ~ ~"w WATER LINE w""- 'I 4 UR EY FOR PITT COUNTY . ~ _ ~ 3. CONTRACTOR SHALL PROTECT EXISTING PROPERTY CORNER MARKERS. REPLACE DISTURBED Z a
1 ~ ~ 4.nrv EXISTING NEW PROPERTY CORNERS BY A PROFESSIONAL LAND. SURVEYOR. V"', z ~ ~
p aY BENCHMARK 4. TEMPORARILY REMOVE MINOR ITEMS AS REQUIRED FOR THE INSTALLATION OF THE UTILITY. ~
UTILI IES MINOR ITEMS SHALL INCLUDE, BUT NOT BE LIMITED T0, EXISTING SIGNS, MAIL BOXES, SHRUBS _
iBY ®ra. TEMPORARY BENCHMARK {UNDER 6FT IN HEIGHT, AND TREES (UNDER 3 INCHES IN DIAMETER). REINSTALL ITEMS TO 0 ~ a
dl~~G~.CS'.L~ ® CY THEIR ORIGINAL CONDITION. TREES AND SHRUBS SHALL BE REPLANTED OUTSIDE OF EASEMENT = 00 CONCRETE MONUMENT AND RIGHTS-0F•WAYATA LOCATION AGREED TO BY THE PROPERTY OWNER. INCLUDE COST IN ~ W z
~ POWERILIGHT POLE
IC GUY WIRE ® IRON PIPE • THE PER FOOT COST OF TWE UTLILITY BEING INSTALLED. W 5. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY DAMAGES TO EXISTING UTILITIES, ~ Z
Ih ® HuB a TACK ~ STORM DRAINAGE, HEADWALLS, AND OTHER FACILITIES CAUSED BY THE CONTRACTOR OR _
CABLE TV PEDESTAL 0 RESULTWG FROM THE CONTRACTOR'S WORK ASSOCIATED WITH ACCOMPLISHING THE PROJECT. W e NAIL ~ THE CONTRACTOR SHALL CORRECT OR REPLACE THOSE UTILITIES, STORM DRAINAGE, HEADWALLS,
iii: Q TB~PHONE PEDESTAL 9
TRANSFORMER ® NAIL a CAP ~ AND OTHER FACILITIES DAMAGED OR DESTORYED DURING CONSTRUCTION WHETHER SHOWN ON THE PLANS OR NOT.
® PK NAIL ~ 6. SUPPORT EXISTING POLES, FENCES, CULVERTS, PAVEMENT, UTILITIES, CURBING AND OTHER q
Qnw~ `h. ~398J i;, , '3~g,7 STRUCTURES DURING CONSTRUCTION. REPAIR DAMAGED ITEMS TO THEIR ORIGINAL CONDITION Z
GAS LINE SPOT ELEVATION AT NO ADDITIONAL COST. ~
~ _ 665.5 j VFW-`" FIBER OPTICUNE '~"ss5,5 CONTROL POINT 7, 6 INCHES OF NCDOT ABC AGGREGATE SHALL BE PROVIDED FOR THE FULL WIDTH OF UNPAVED ~
DRIVEWAYS AND ROADS FROM THE EDGE OF THE ROAD SHOULDER T015 FEET PAST THE OPPOSITE Q CURS SIDE OF THE PIPE TRENCH AND OTHER AREAS OF EXISTING DRIVEWAYS AND ROADS DISTURBED ~
T TELEPHONE UNE
PAVED RoAOS DURING CONSTRUCTION. I 8. OPEN CUT PAVED DRIVEWAYS, SIDEWALKS, AND CURB AND GUTTER. REPLACE CURB AND GUTTER O Z
_ _ _ _ _ _ UNPAVED ROADS AND SIDEWALK WITH NEW TO MATCH THE EXISTING CROSS SECTION. PROVIDE PAVEMENT O Z

1[1~ VEG A I N @Bl~~'B°"' 9•,THE ~I~O,IECTAftEA NCLUDE5 RESIDENTIAL, COMMERCIAL, AND INDUSTRIAL NEIGHBORHOODS Z _I-` W
~X/SnNG d(~2' REQUIRING CONTINOUS INGRESSAND EGRESS FACILITIES, THE CONTRACTOR SHALL UTILIZEANY =Q
T EwAYS AND ALL CONSTRUCTION METHODS, INCLUDING INCIDENTAL STONE, AS NECESSARY TO MAINTAIN Z I-J j,~ INGRESS AND EGRESS TO ALL PROPERTIES ATALL TIMES DURING THE CONSTRUCTION PERIOD W Um J
TREE I ! W L NE$ OODS n^m^rm _ _ EXCEPT DURING THE TIME PERIOD REQUIRED FOR EXCAVATION, PIPE LAYING, AND BACKFILLING. L~ LCQ
HEDGE lSCRUB UNE CiFICATIONS FOR INSTALLATION OF WATER MAINS WITHIN NGDOT Q 10. SEE NCDOT STANDARD SPE RNEWAYS ZW
SINGLE TREE r r RIGHTS-OF•WAY.
f Q 8HRU9 ~HUARO~I 11. CONTRACTOR SHALL VERIFY TWE IiORIZONTALAND VERTICAL LOCATION AND SIZE ~ U~ ~ 'I
eoRE PITT OF ALL EXISTING UTILITIES A MININMUM OF 300 FEET IN ADVANCE OF PIPE LAYING Z ~ W Q
ACTIVITIES, NOTIFY THE ENGINEER IMMEDIATELY IF A POTENTIAL CONFLICTARISES EETWEEN THE EXISYINGAND'PROPO5ED UTILITIES. S ZQ I'"'
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EROSION CONTROL
1. INSTALL SILT FENCE OVER AND AROUND THE TOP OF EXISTING PIPES AND INLETS AT DISTURBED AREAS.
2. ALL DISTURBED AREAS SHALL BE GRADED TO MINIMIZE RUNOFF.
3. INSTALL SILT FENCE AROUND SPOIL PILES AND ALONG TRENCHES TO MINIMIZE SEDIMENT FROM W ENTERINGROADSIDE DITCHESAND EXISTING DRAINAGE OUTLETS. ~
4. ALL DISTURBED AREAS ON THE BANKS AND APPROACHES TO DITCH, STREAM OR CREEK CROSSINGS Q
SHALL BE GRADED NOT TO EXCEED 2:1 RATIO AND STABLIZED WITH BANK STABILIZATION. SURFACE
WATER RUNOFF SHALL BE DIVERTED FROM DISTURBED AREAS. 5. PROVIDE EROSION CONTROL MEASURES AROUND STOCKNVASTE PILES AND STAGING AREAS AS
NEEDED ORAS DIRECTED BY ENGINEER. ~
6. PROTECT STORM PIPE INLETS FROM SEDIMENT RUNOFF FROM LAND DISTURBING ACTIVITIES WITH
SILT FENCE, STONE°CHECK DAM, ORABC FILTERASAPPROPRIATE FOR SITE CONDITIONS.
Dq 7. REPLACE DISTURBED STORM PIPE OUTLET PROTECTION WITH EQUAL OR GREATER AMOUNT OF RIP•RAP
WITHIN 15 DAYS OF DISTURBANCE. 8. WHERE THE AREAAROUND AN OUTLET IS DITURBED AND NO OUTLET PROTECTION EXISTS, CLASS'I" ~1~
~ ~ RIP•RAP SHALL BE PLACED AROUND PIPE OUTLETAS NEEDED OR AS DIRECTED BY THE ENGINEER.
9. PROVIDE EROSION CONTROL MATTING IN ALL DISTURBED DITCHES AND SWALES UNLESS DIRECTED
I CM OTHERWISE BY ENGINEER,
AY N 10. ALL DISTURBED AREAS RELATED TO PIPE INSTALLATION SHALL BE FERTILIZED, LIMED, SEEDED AND MULCHED WITHIN FIFTEEN (15) WORKING DAYS OF COMPLETION OF ANY LAND DISTURBING ACTIVITY.
P. 11. PROVIDE A GROUNDCOVER (TEMPORARY OR PERMANENT) ON EXPOSED SLOPES WITHIN 21 CALENDAR DAYS
FOLLOWING COMPLETION OF ANY PHASE OF GRADING; AND A PERMANENT GROUNDCOVER FOR ALL ~ i ~
DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER)
FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT.

EROSION. CONTROL CONSTRUCTION SEQUENCE
. M. JUNCTI BOX 1. OBTAIN AND POST COPY OF CERTIFICATE OF EROSION CONTROL PLAN APPROVAL.
2. CLEAR SITE ONLYAS NECESSARYTO INSTALL EROSION CONTROL DEVICESAS INDICATED ON THE
DRAWINGS OR SPECIFIED iN THE SPECIFICATIONS.
3. NOTIFY ENGINEERAND NCDENR, LAND QUALITY SECTION (252.946-6481) FOR SITE INSPECTION
PRIOR TO COMMENCING MAIN CONSTRUCTION OPERATIONS. DESIGNED BY: 4. ONCE EROSION CONTROL DEVICES ARE APPROVED, BEGIN CONSTRUCTION OPERATIONS. MUF
5. MAINTAIN EROSIQN CONTROL DEVICES AS NECESSARY DURING INSTALLATION OF SEWER SYSTEM
IMPROVEMENTS. INPSECT DEVICES AFTER EVERY RAINFALL EVENTAND CLEAN OUT TRAPS DAAWN BY:
ANDIOR CHECK DAMS WHEN HALF FULL. CLF
6. AS CONSTRUCTION PROGRESSES, INSTALLADDITIONAL EROSION CONTROL DEVICES AS INDICATED CHECKED BY:
~ ~ MAIN ON THE DRAWINGS, CAL~,ED FOR IN THE SPECIFICATIONS, OR ASNEEDED ORDIRECTED BYENGINEER. 7. SEED AND MULCH bl$TURBED AREAS WITHIN FIFTEEN {15) WORKING DAYS: MUF
A, UPON COMPLETION OF ANY PHASE OF CONSTRUCTION PROJECT NO.:
B. WHEN WORK WILL NOt PROCEED IN AN AREA WITHIN THE ABOVE TIME FRAME. 2$93.5
8. AFTER SITE IS $TA8ILIZED REQUESTAN INSPECTION BY THE ENGINEER. UPON APPROVAL OF SITE
STABILIZATION; REMOVE TEMPORARY EROSION DEVICES, DRESS OUTAREA, AND DATE:
~ ~ SEED~AND MULCH. `PERMANENT EROSION CONTROL DEVICES SMALL BE INSTALLED AND APPROVED feb, 2008
BYfNGINEER. ' SCALE:
3 HOR. NOT TO SCALE
DER,
. ~ . SHEET Z OF 0
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3 6; 44:44

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Remove and Re la \ I I ~ ' Remove and R® lace Remove and R ace ~ I Ex. MH 115 4' IA) ~ Remove and Re remove and(Replaw ~ ~ ~
Ex. MH 841 4' W) Ex. MH 118 4' IA) I 1 Rim EI=64.7 ~ Ex. MH 117 4' nl _nli \
Rim EI~68.1 Rim EI-86.0 I I r- \ ~ Rim Eh$4. I I ~ S+ \ \ Iim EH*64~8~4, DU1) ~ ~ Q ~ cn
EXIST 1.114' WATER MAIN ' ~ I I I 1 ~ \ \ 4
I ONTRACn'OR TO LOCATE , I I 1 + , I BEFORE' CONSTRUCTION ( ' 1 I 1 \ ~po ~
I 1 + I I ~ I 1 \ \
I I , I I I + Hse A~ ~ \ HSE I ~ ( I I I HSE ~ V ~ I~ _ z o
. ~ ,Tam Bench Mark, HSE I HSE I HS H I 4204 I N E ( SE p\ , ~ I 4226 I ~ A Ex. H 843 ~ I I ~ 422o I 4214 I , o \
~ ~ I I + V ~ \ ~ Pom E1a88.22 o W ~ I p ~ I I ~ ~ , r v
~ 24'RC i , / ' ~ ~
EXIST 1.114' ~ - - - - - - - - - - ~ _ _ - - - 1 ~ o I , ' ~ 6' WATER MAIN ~ ~ ~ ; . - ,
GDNTRACTOR TO LOCATE ate . _ . _ . _ ~ - - _ _ .1...._..... ~ \ \ ~ Remove 8. suer- . - _ - . t ! R ~ ~ II
BEFORE TRACTION of - d \ 1 9.SLf _ . _ . - _ _.......r--~ eta ~ _ Remove - - e ~ w
and Replace 886ALF of 8' Sewer . , - \ s
- ~ w ! ,F \ ~ N
~ ~ W
I I I I ~ I a 1 I . (1a ~ Ch a -4 x
\ I I I~ I I p 1 ~ \ ~ g I I O I I ~ ~ I o 1 ~j~ ~ U N ~ OC M
I I U I p l I ~ ~ \ ~ I ~ I I 1C 1 \ , ~ Vs< Hse I ( H5E 1 ~ I o ~ I ~ +
- ~ I I 4239 I HSE ( I ~ I ( 1 HSE \ \ I HSE I o I U
~ I ~ I I I HS HSE + I I I E%. \ \ I ( 4219 4215 I 1 \ ` EX. 48" RCP ` ~ ~
\ \ I I I I I H5E 1 \ ~ I \
I I I I 4205 1 \ \ I 1 1 ~ ~l I , I ; 1 \ ~
II I I + \ , ~ a. ~ ~
I I I i I + ~ I1 I 1 I u ~ I I I I , I 1 Sllt Fence as needs ~ ~ ~
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\ I I I I I ~ \ I I I SEE CROSSING DETAIL ~
\ o \ I I >:L 1 ~ / m I I I I / \ T W Z Z a
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EXIST 8' WATER MAIN Z MAIN ~ ~ ~ ~~k~ ~ 0
CONTRACTOR TO LOCATE . ~ BEFORE CONS TRACTION 'O LOCATE ~ ~ \ I ~ ~ Q RUCTION ~ U

h~t7 r ~ cn
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f , ` Ez. MH 1`14... , „ , f . , , , Z Q W
Rim ~I=88,22 I.. F,; ~
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NOTE; CONTRACTOR TO REMOVE AND
REPLACE ALL MANHOLES AND PIPES •
AS NOTED ON THE PLANS. NEW MH'S TO '
BE 4' IN DIAMETER.
ALL SEWER SERVICES SHALL BE REPLACED
TO H RIGHT OF WAY. TE H ~W ~VJ
CONTRACTOR SHALL BE RESPONSIBLE FOR
ALL BYPASS PUMPING DURING CONSTRUCTION d-
ALL MANHOLES AND PIPE SHAI>aL BE PLACED IN
THE SAME TRENCH
BASE FLOOD ELEVATION = 41.4
w 0
N N T ROADWA L B TRENCH LI E I HE Y SHA L E PATCHE D
AND THE ENTIRE R ADWAY SHALL BE RESURFACED. 0
N TW N A A MIN. SEPARAT 0 BE EE W STEW TER LINES AND
STORM SEWER LINES SMALL BE 24". IF THIS CLEARANCE
CAN NOT BE MAINTAINED THE SEWER MAIN SHALL BE INSTALLED
U P E. US NG D CTILE IRON IP Q
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' A9L 8T~5 ~ 'DIP~SEWEIx~ ~0.'i896.. 70 ~ ~ ~ ~:3~~0 ; move end ~e ~ ~ce ~ ~ ~ ~.R v and Re~ ~ ce~ ~ ~ ~ ~ , p ~ , ( emo pia) . 320.8LR of 8" IP SEWER( .2$% ~ ~ ~ ~ ~ 70
Ear. MN ~ff~ 4 Dly4 ~ ~ ~ ~ _ , _ ~ Ex. MH 11;5 4' qIA Ex. H 117 A' ~ IA fte ve and Re la M ( D
„ ~ ~ , ~ ~ Remove and ~ ~ ,lade) : - ,388: L~ ~of;8' QIR PI ~E; 0.02°x. . Ex~ MH.643., _ ; ~ • ~ - ~llllV OUT =.8308... nv In. EI.=82;96;.. ..Irn fz1~82 70 Ex, MFt 114~~~ - - Rim l;1=88.22.
Rim Eh68.22 Inv ut EI=82.91 env EI=B , InV In ~Eh61 X92 ~ ~ ~ ~ ~ ~ ~ t - Inv Ouf ~I=~1-. ~ i - - ,
.S . ~ .;.y~~~.:...~.. - - 65 DESIQNED BY:
. ~i^ .I , - -T- - - . - ; ; MUP
i i I l .y~i ~r~l ! ~f ~ i i ~ ~ - - - . - - . DRAWN BY.
r r • ~ ~ r i •If = i~.^' • • T 1~ T.~ T..~. rrti~ ~.1 mow. +w• ~n~ .rte v.Y.rW W.. 'w.YS .iiJ .dWi 3.~ • ~w~ I •~y .T ^t .T~T~ .+.r.r.yy EX; 8 , SE -r
S 6 . 1Oe.Plu ~d EX. 8" SE~
99e ~ .....................ti.., . . 60 F , . - , - , - , . - , 60 CHECKED BY:
MUP
l...t.,!... J... L .J... ...1.. !...l J... ...t...'... 7. .t. .1.. ~ .I. .l. .J. .1. .1.. .1... 1...~.. .L..! .1... .l. J... 1...1. .J...L.. .l. .l. .1.. -l. i i i i i i i i i ~ i i~ ~ ~ i i ~ , . PROJECT N0:
..M.. ~ . ~ ~ ~ i ...i...l...n.. J... ...1:..........1... ..I.......M.. .....I. i ~ ~ ~ ~ ~ ~ 1 i ~ i ...i - . i-...... ...I.......i. ...1. r... i i ~ i i i i ' . - ' . ' 2393-S
, ~ ~ Inv fi-59. .i. .r. ~ ~ . r . .r• - -r ~ ~ - ~ ~ ~ i Ex. A8"~~~ RG~P ; ~ ~ - ~ ~ ~ ~ - ~ ~ ~ ~ ~ DATE:
, ...i..:...i...~... .t. .i.. .i..
~TORMI~P ~ ~ - ; 55 FEB, 2008
I~R, 1'=50'

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0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+00 9+50 10+00 10+50 11+00 11+50 12+00
Sheets sheet03.dgn 4/17/2008 9:45:54 AN

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I I I ~ II EI , I I NOTE. CONTRACTOR T4 R i i OR TO REMOVE AND REPLACE ALL y ~ Q
I I I I! MANHOLES AND PIPE AND PIPES AS NOTED ON THE PLANS.
I ~ I I I I ! i I HSE i , a I, ALL NEW MANHOLES ~NHOLES TO BE 4' DIAMETER.Lt~ o ~ ~
I I I I I ABANDO , I o Ii I ~ 1
'HSE I t HSE I a I iI i 14333 I I 4339 ' c, p~~ i ~ I , ! a ALL SEWER SERVICE SERVICES SHALL BE REPLACED TO > ~ ~
Remove and Re lace I I I ' o ' ~ ~ ! / THE RIGHT OF WAY. V' OF WAY, WHERE SERVICES HAVE LESS THAN o ~ o
, ? ' I ' I L ~ Use TemporarySllt ~ MH 190 4 D) ~ I ~ i / 2 COVER SHALL BE IP HALL BE INSTALLED WITH DL
1=58. ~ ~ I ~ I, - Fence As Needed Rlm E x I ~ i . I
o _ - . ST , ~ CONTRACTOR SHALL OR SHALL BE RESPONSIBLE FOR ALL a
BYPASS PUMPING DU MPING DURING CONSTRUCTION. 8
i' .,c ~ I l r ~ ~ , ALL MANHOLES. AND I ?LES AND PIPES SHAD. BE PLACED ~ o
. ~ I ! IN THE SAME TRENCE ,1 t a / , IE TRENCH.
i ~ I ~ I ` li Remove and Re ace ,11 q I ~ , 2 II / ~
? I I ~ I o I HsE ~ Ex. MH 185 4 IA) BASE PLOOD ELEVAT ~ Q ID ELEVATION=4,00
111 0 , a , 1 , Rim Ei=55.4 I, i ~ 4` ~ ? ~ I
CONTRACTOR IS TO I II ~ t o I I i OR IS TO PATCH EXISYING PAVEMENT
11 ~1 0 l u , I ~ I PRIOR TO RESURFAC W ?ESUR~'ACINO ENTIRE ROADWAY
li ~ I • 1. I Remove and R~~ace 315.BLF of EXI $ SEWER ii I I ' I
~ I i MIN, SEPARATION BE AVON EE EEN WASTE WATER MAIN AND
? EXIST1~114"IWATERMAIN I ` I II I I STt~RM WATER MAIN 1 , , CONTRACT R TO LOCATE ' I I DER MAIN IS I~ ~`~I~ CLEARANCE CAN NOT ~ Q ~
I BEFORE co sTRUCrioN I I i BE MET TWE SEWER -_T_-_.... II q I I 1 I SEWER MAIN SHALL BE INSTALLED WITH DIP, ~ a.
Il I i I , 1 I i (L L1 M G. ~ N ~
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. I ~ ' r I REMOVE AND REPLAC~1 REMOVE AND REPLAC 1 i i .F. .l...t. .4. .l. .L. .J. .4. .l. ~{..r r r .l...b. .L.. J...I. .L. .l. .J. .4. .J. .4. .1. .J. 1. .1.. .J. 1 .i i i I I i r r r I I I , .J... 4'p .J J...4. ...4...~ .1.. . I ~ 'I I I I ,
M I 4 ~ ~ I I . MH 185 IA . I I I ~ H 190 ~ ~ Q ono , ,
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Sheets sheet04.dgn 4/17/2008 6:46:46 AM

ZONE 2.20' RIPARIAN BOUNDARY 1 NOTE: CONTRACTOR TO REMOVE AND
,r ( i + ~ i REPLACE ALL MANHOLES AND
ZONE 1.30' RIPARIAN BOUNDARY ~ ~ ~ ~ PIPES AS NOTED ON THE PLANS.
` Ex 8"Sewer S' ( ~ I Fs + i 1 ALL MANHOLES TO BE 4' DIAMETERS
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11 CONTRACTOR SHALL BE RESPONSIBLE
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EMOVEANDREPLACE REMOVE AN REPLAC~ i R I i Ex QEx. MH 4°DIA) Ex. MH 722 4~DIA)Q ~ ' ~ ,w~,..^.._._- ~~`2a ~XIS1`24" I ~"_x___..x_,._x`."K.._,_.x~._.k~.-x.__.k_,_.x-_k...~x.~X____x_._.x.__.X I
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NEW BALLARDS 1 ~ RING ~ RING AND MAN COVER PLACEMENT OF NEW MAIN
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Sheets Sheet05.dgn 4/17/2008 8:47:25 AM I

I ~ ~ ~ ~
I f I I , I ~_._.~.-----------J ~ ~
1 56 LF-8"DIP SEWER MAIN .4°~ IN i i i ~ ~ ~ i i ~ ~ i ~ - (REMOVE E~(. MH)..
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~ r~ ~ ~ , AND JACKING. i i i I 1 I ~ q (EX. Sf~WER MAIN TO BE ABANDONED)
~ r ~ NOTE. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL , r i i i BYPAS P M I D IN TR TI N. > > l I ~ ~ ~
. S U P NG UR G CONS UC 0 l J , r I I I ' ~ SEE CROSS ECTION N-1
~ , I I I I I , r ~r pp 35' f 8.00" PVC ~
CONTRACTOR TO REPLACE ALL EXISTING SEWER I I - ~ I I I ~ ~ i (OREN CUT) ' 0 ~ ~ a ~
' ~ ~ TO RIW vE i ~ ~ ~ I (~EMpVE EX. MH) Q ~ i ~ ~ ~ ai i ~ ` ~ ~
i i i I I fir; LONG SIDE SERVICES TO BE BORED
~ N I w I I ~ P.P. m ~ I ~ I I IU~I ' ~ I ~~I ua ~ ~ I I I~~ ~ ~ p I~ ~ I~ P. ~ t o I I ~ QV
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A ~ i Iral , ~ ,E J--L1} E I WR/W-..r.~... 1 .s. :......+.1. w ......~.R/W ~ ....r.-.. ~ ~ err---- E E E E 1
~ _ n ~ U E ~ ;EX. 15 RAP E ' E ~ ~ E I i I I ILA' ~ ! ~~I ~P,P. P. P. j j ~ ~ / ~ ~ o
ry I ,P.P. (REMOVE EX. MH) I~ ~I I I ~ I ~ I : ~ I ~ . rol ~ REMOVE & REPLAC ro I r. ~ . ~ ~ I REMOVE I IU I ( , (N MH2 rJ, I DVE & REPLACE) W ~ (N ) MH 5 i i, ~
» r , ' I'!~ ~ ~ _ ~ , hi ~ ~ ~ I EPLACE ~ ~ ~ I I ~ I 'c ' MH 4 46 of 8.00 PVC r , ~ f~ _ ,I RIM lev - 59.48 ~ ~ ! o ~ ) o o ~ I ~ 284' of 8A0" PVC „ AIM Elev = 60.73 ~ 353' of 8.00" PVC _ ileV ~ 80.63 I ~ ~
~ ' , ~ ~ © ~ ~ ~ ~ ! U ~ I ~ ~ U ~ I, RIM f+lev ~ 80.63 I MM3 , ~ ~ , ~ z ~ ~ ~ ~ ~ 'RIM Elev = 60. I f a l~ !
~ , , ~ , a a 103 of 8,00" PVC I ~ i 30 i , 1 i f f ~ i ~ ~ ! ~
i r ~ ~r (NEWj MH.1 TEMPORARY CONSTRUCTION EASEMENT I 350' of 8.00" PVC I I » I N 383 of 8. PVC , ~ r ~ RIM Efev = 59.51 ! I I I /r/ , I ~ ~ ~
rl , r~ ~ ~ i~ ~ I ~ ~ 'I ~ ~ ~ I I
.I. O~
e: ~ ~ ~ 0; ~ ,N
; ~ , t; ~ ~ , ~ r Q ~ ~ ~ ~ h ~ ~J =
r .m
.4p.. .ll., oi; i + , - •n-~ , ~ ~ i15 al . _ r.. y _ ~ - cr x
~ ~ , .a~. .u: •O. .1 .1...t. - L -u~ M i i i i i r~ i ~ ~ i i ~ i ~ i i i ~ ~ ~ ~ ~ ~ ~ ~ i i i 11 ~ i i i i i i i ~ ~ i i i i i ~ i i ~ i ~ ~ ~ i ~)I w~ .r. ~ W
J,11;. ~ - .i. .r. .t. .i. .i. .i. t.. .i. '~I1'
. - N , . , ~ ~ h. ~ ~ ~ ~ .Q .g. ~ ~ in 't,~~ , ~ ~ ~ , h ~ d
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- ~ - - - ~ L.U W
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- ~ ~ ~ ~ ~ ~ .y. -i•
k ~ ~ . ~ - . . ~ ~i~ - 'i• ~ ~ ~ 'i•
' 1 F ..J J ~ O

~ ~ ~ ,_..r - ~ ~ ~
. . ; ~ ~INV~=.5.0.;.4...... ~ ~ ~ ~ ~
.......tNV...... ~.8. Z~ ,
~p, ~'~1 a4L'~F . .9~, INV = 8:8~ ~ ~ ~
...,~~I~1V ~=,~45. 3
.9. i.N~....,-q~ 3•
56 L -8 ~ DIP SEWE MAIN .49~o I
'5 8 T ~EC~SMN 1; ~ 0 1 :4 rT i N~ ~6 H " 40
AND JACKING.
- _ 14 +0 0 Q z w O 0 ~ ~ o0
Q
- (EX. SEWER MAIN TO l3E ABANDONED) - Z ~Wg +
(REM®VE EX. MH) -~--~IC Q I I . ~ Z ~ oc ~o
H I 0 0~ w , .c~
U h
a I ~ a dN~
QU ^ ~ I ~ ~ ~ I q . I
~ n ~
U v~ o ~ ~
~ COQ + ~ VI R - - R/W. w
~ ~ ~ OP Fx. WihfMeh E NOTE: CONTRACTOR SHALL SHALL REMC3VE EX. MH
Q AND TIE NEW SEWER MAIN ONTO THE EXISTING 0 4
SEWER USING A FLEXIBLE CONNECTOR
~ . CO E E T ~40''~ E~ 2 EOP J (20' PAVEMENT) a w
VV E E E p E ~ ` E _P.P,
P.P, P.P.
(NEW) MH 7 (NEW) MH 6 - RIM Elev = B2.44
RIM Elev = 61.70 ~
..o: ~w
126' of 8.00" PVC ~ ~ z
- - (~EMQVE! , .NCH)-~ . . ~ ~ - ~ ~ ~r w ~ ~w~~,
py~ YTr i TT `
~
~ ,
'~Q.T.. ~ ~ ~ ~
51 ~of~ 55 ~ ~ - ~ ~I 55
I ~ ~ ~ ~ ~ 65
65
. IL .W. ~
,I. .',~.~,I. .I. .I. +~~i; M
.+iF.~.~+.. > > i ~ ~ ~ ~ ~ ~ ~ ~Rrr y. •.ttS','.. Vii. ~ ~ ~ ~ .i.
6 50 _ ; _ _ S0 - ~11~I1~:=~ 6.~4 ' : . ~ . ~ ~ _ DESIGNED BY.
0 ,
MUP
~ ~ ~ ~ , , 2 ~ ~ ~ 3 Q ~4 ~ ~ DRAWN BY:
5 15 2 5 3 5 CLP
5 CHECKED BY;
55 _ , _ . 5
CROSS SECTION Map - PROJECT NO,;
N'~ 2393.5
DATE:
~ 50 II~V ~5~ q2 FEB, 20Q8 _
SCALE;
HOR. 1 "=50'
VER.
,
SI~ET ~ OF
40
+00 15+00 16+00 17+00 18+00
6
1Sheets sheet O6,dgn 4/18/2008 9:09.01 AM

i
51ANGARG MANHOLE , I
SIN LIVE STREAMS, NOTE DO NOT PLACE CHECK DAM RING AND COVER - ~ x - ~
50' MIN, 50' MIN, USE FOUR ~/e INCH ANCHOR ~ _ _ _ _ _ _ ~ - - -------MANHOLE BREAK POIN f ~ -~^I BOLTS TO BOLT FRAME TO ~ ~ ,
i\~ SPACER. USE ROPE MASTIC---' r~ _ SEAL BETWEEN FRAME AND ~'-0" ~°~r -
%i%~~i ~ ~ ~ pO O p pO p,0 0 p C i. \ \ \ - I O p 00 p o p Q O p \ \ pCpQ O p p ~pp p p ° ° ° ° a °g SPACER. \ ~ ~ ~ ~ a °°p°° ° ° ° ° ~°o ECCENTRIC ~
/ / ~ ~ OOpp ~1 ppp0 0 0 0 W ~ O p O p p•O p O p / ~ ~ ~ o° ° ° ° ° ° ° TAPER UNI1 cv
\ \ \ \ \ tbpCp O p p p p [b O p p c \ \ q pp p pp p p p p ~ / / / . / / ~O O Opp p p o 0 O ° ~ o ° ° ~ ° ° ° o - - (A °o° o° o o °o° I Z ca
/ / / / o o / ~ ~ ~ q EXISTING p p \ ~ \ p~ T _ ~ ~ ~ o ppp pp CLEAN No.57 S ONEp Jo.57 STONE ° ° ° ~ 20'
/ ~ ~ , ROADWAY o N g ° p p pH pppC / q o C~ p p p Op Cbp p®J p 0 p ppop p ° °p° o ° ° a~ MANHULE SIEPS ALDNG A o ° a ° ° ° ° VER~IICAL WALL NUT OVER THE- ~ ~
8c3o ~ ° °~o INFLUENT OR EFFLUENT PIPE. ~ a ° ° o° ° ° °~a ALL LIFT I~i0LE5 WHICH
T oa qo J ~~p Qp C' p p p p p b Q p p0 p C FILTER FABRIC 0 Oq0 q ~ I p p p p p p p q O 0 ~X p $ppp9y~;,p p p p p pp p pp ' p Op p o ° ° ° ~ ~ -COMPLETELY PENETRATE
BE KEYED INTO I~ ppv"p°pp p p p p o~p pu ° ppO° ° ° 8 ° ~°g°~° ' THE MANHOLE SHALI RE o°~°~°u° ° _ 4' DIA OR ~ LU
ToP of SLOPE q ~o `i' VIA. FILLED WITH NON-SHRINKING y 0-f21NG JOINT OR _ GROUT.
(3' MIND Oq po0 BUTYL RUBBER JOINT ~ ~
0 0 0 18" MIN. OF ELEVATION ~ PLAN PLAN
CLASS B RIP-RAP . o ~
8~ o SMOOTH FOUNDATION q .WRAP THE FXiERIOR OF Ala. % e ri
o°O° NCDOT CLASS A STONE UNDER FILTER FABRIC q 0 0 JOINTS WITH r,ONWRAP CS-?I2 , ~ ° ' BUTYL RESIN SEALANT AS ~
' (2 TO 6 INCH. DIAJ 7,2in MANUFACTURED BY CONCRETE ~ RISER SEALANTS OR ~APPROV~EU EQUAI: UNIT 7
o Cho MIN. 15' MIN. ~ ~ y„ _
oo EXISTING 35' MIN. 1 N0. 5 WASHED ` ~ qo qo ROADWAY NEW CONSTRUCTION -
' ~ ~ STONE x ~ a0 ---BASE UNIT w
Q 0 q c moo C~ o 1 ~ o 00 ~ z 0 0 o BFdICK ~ MORTAR JNVERT~ - ~ ~
, ~ °~q ~ q ~ r pR PRf:::,A~s1, INVERT '4 ~ F cn ' ~ ~ tv1EETiNG SPECIFICATION`~~ ~ ~ PIPE
N \ 0 0 FLOW ~i ~ ~ 6 MIN, 12" MIN. ~ ~
~ iii ~ / i M ' 6 V ~ ~ Q r o
~ ~ fir, } ~ 12" No,57 ~ o cv
~ ~ //i, //i~ SECTION SECTION I, ~ ~~_"sTONE BEDDwc ~
SECTION oa v m m U
NCDOT .FOR LARGER CHANNELS ,USE 1 h Z z
_ TH 5 WASHED CLASS I RIP RAP FACED WI '~4 _ , ~TANDA~D PRECAST CONCRETE}_MANNOLEW_ w ~ ~ M
STONE ;
~ ~ NOT ~To ; scA~~ a - t0 N
TR TR CTION EN CONS U 2 3 J ENYRANCE DF~TAIL ~ X G~~7 cri
T TO SCALE NOT TO SCAT )T TO SCALE ~ _ s ~ 4
i .TONE CHECK DAM S W W ~ ~ W
I 7 NOT TO SCALE Z C ' ~ ~ ~ N
~ -
/ i
IIgMrIW
SOLID 4 BOLT COVER SHOWN MINIMUM AVERAGE WEIGHT ' Q
SEE SPECS. RING 246 LBS.
COVER 162 LBS. o
6
6., F D B C 13
• ~ MIN. z
1 ~ °z o
i
0 UNDISTURBED ~a
SOIL A A A Z ~J J
W Q
~ OC mQ W
:N r, N ~ d ~ Z ~ Ll
~ N ° SECONDARY SECONDARY PRIVATE ~ ~ i
- ;v, PAVED ROADS UNPAVED ROADS PAVED DRIVE N 4 U
Z ~W ~
E 0 wQ ~
- 0 I- 0 W
NOTES 4~
A. AREA TO BE TAMPED. i,~
B. 6" OF CRUSHED STONE. ~ d
C. 1 MIN. BITUMINOUS CONCRETE SURFACE COURSE
A D. 8" CRUSHED STONE,
E. NEW CONCRETE TO MATCH EXISTING CONCRETE,
BUT NO CASE LESS THAN 8 INCHES THICK. F. 2" BITUMINOUS CONCRETE SURFACE COURSE _ z
TOP OF COVER _ . Ww
~ IN PAVED AREAS, REMOVE AND REPLACE PRIVATE PAVEMENT A MINIMUM OF 6 INCHES BEYOND CONCRETE DRIVE
TRENCH EXCAVATION. Q
~ W A 1 F I? 1 IG H 1 I P R C~ PF: R T Y
ENTIRE. SERVI(:E `.SAME: MATERIAL UNLESS 1N PAVEI:) ARIAS _ I'LU~ ~ LINE:
(WHERE THE WYE, BEND AND RISER MUST BE C''AST IRON)
I , FINISEi PAVEMENT ( GRADE
NT EME RE LA PAV MEN
E 6
5 7 NOT TO SCALE ' ~ ~ I i~l I I'-~~I I f ~ ~I I I- ~=1 I I-1~-1 I I` I I I ~9~ .I. PIKE CENTERED ~ CULVERT =III=T ~-I~ 6" MIN. I-III-III-III-III=
NOTE:1 - 18' JDINT D.I. PIKE CEN 7 NOT TO SCALE ~ -~-1/8th BEND
AS NOTED NEW PIPE LINE G E GRADE NEW PIPE LINE ~ ' ~ ~16 OR ~~8 --WYE
z BEND
STONE FILTER OF 1" GRAVEL PLACED I.. HERE REQUIRED. sTArE RDaD---- 17----~--•---- ~ AGAINST FENCING W T` 2' MtN, MINIMUM GRADE -~E__~;~~
As NOTED ~~cuLVERr _ ~~~-.-L-~~-~1-ICI-IL1=1~=LI1--)II=111_=11 TIE To Ex. SERVICE
7.2in 1ft-2.4in . 7.2in ....................a..l......................... ~ I CULVERT 8 -0 MAX. 8 0 MAX. OVERLAP ALONG EDGES OVERLAP - ~ ~ III I~IIII~IIIIIIIII~I_IIIIIII~~~III ~~i1il~~iil~ll ~iiilllll-~III~iiTi~~ll~1=111 III-111= To HousE I~~~~L-T-~ ~ ~ ~-T - - I
TOP BOTTOM PLAN PROFILE MAIN COMPACTED SOIL
- - ~ ~ PIPE L NE OVER CULVERT i TAP 10 BE MADE UN THE iUF' UUARIER OF
a Z WIRE - aw STAPLE LOCATIONS (TYPJ AS NOTED NEW P[PE LINE ~ -THE MAIN. IN-LINE WYE IS THE PREFERRED IE GRADE-y -NEW PIPE LINE METHUD FUR SANITARY SEWER SERVICE..
~ MESH w o i a I I -
>w o O CLEAN OUT
~ r STATE ROAD---- ~ e i 4 I 1 ` AS NOTED (`OR PAVED AND WELL c~,iLVERT THREADED
~ FENCE ~ CULVERT 2' MIN. MAINTAINED AREAS F'AVE.D ~ BRASS PLUG SURFACE
i ~ ~ ~ ~ ~ ON NCDOT R/W BY SPECIAL WRITTEN PERMISSION ON PROFILE THREADED i DESIGNED BY:
lft-2.4in ~ Df NCDOT PLAN 9 ° PIPE LINE UNDER CUL' UNDER CULVERT GRADEED BRASS PLUG THREADED h~UP
ACROSS MIDDLE ~ r BRASS PLUG DRAWN BY: _ CAST IRON OR ~~p
w ~ ~o 9" m APPROVED SILT 6" x 6" WIRE ~ ~ ~ ~ z' .MIN. /CULVERT
FILTERING MESH BACKING ANCHOR - ~w i ~ z AS NOTED NEW PIPE LINE ~ GRADE DUCTILE IRON PIPE IE 'o,o' ~ CHECKED BY. ~I CAST IRON
_ _ FABRIC ' Q DITCH ~ wp NETTING OR MATTING ~ ~ ~ I ~ w >w a ...................i..i............__......--~ r 1 4" THICKNESS ~ 1~eTH BEND MAP
w o ~ ~ ~ ~ a + ~ srarE RoaD----! I AS NOTED NEW PIPE LINE 3000 pSi CONC. PROJECT NO.:
INSTALLATION OF LINER . 6" 2393•S
I I-~--CULVERT J z' MIN' SIDE VIEW ~ _
. 1. APPLY LIME, FERTILIZER, AND SEED BEFORE LAYING LINER. STEEL POSTS 1 OP VIEW CAST IRON WYE DATE' PROFILE FEB, 2008
IT H OR CHANNEL AND UNROLL IT PLAN 2 LAY LINER FROM TOP OF D C ' PIPE LINE AROUND END Of FUND END OF CULVERT
DOWNGRADE. DO NOT STRETCH OR LEAVE WRINKLES. NOTES NOTES
3. BURY THE UPSLOPE END IN A SLOT 6" DEEP. PROVIDE STAPLES AND OVERLAP AS SHOWN ABOVE. 1. SERVICE LINES BETWEEN 14 FEET APJD ?0 EEE~(~ IN DEPTH SHALL REQUIRE CI ASS I MOR. ~A
A. POSTS SET AT DEPTHS OF 4' FOR EARTH BACKFILL. ANCHOR DITCH INSTA~~ATION 0 ~ ~ ~ ~ BEDDING FROM 4 INCHES BELOW THE SERVICE LINE TO 4 INCHES ABOVE IEIE LINE. VEFi. 2 SERVICE LINES GREATER THAN 20 E~EET OR LISS THAN 3 FEET ICI DEPTfi MUST BE
IS 9" x 9" AND FILL IS TO BE COMPACTED. MAINTENANCE ~ DUCTILE IRON
AT CULVERT C 9
B. PROVIDE AUEOUATE EXCAVATION AHEAD OF SILT FENCE TO ACT AS A INSPECT AFTER RAINSTORMS FOR EROSION OR FAILURE REPAIR ALL 7 Nor ro sea~E sHEEr 7 of ~
' VELOCITY BREAK AND SILT TRAP. WASHED OUT AREAS BY REGRAD- 11 SANITARY SEWER TAP AND SERVICE
_ .,.r~.,,., ,,,-T,,,.~ ING,RESEEDING,AND REINSTALLING -ninT Tn crni ~
C. CONTRACTOR MAY USE L)W F LHLN I MN I tKIAL UK ML 111UU W'U N MULCH. \ / / IVV I v ~~rLL.
APPROVAL FROM ENGINEER. TEMPORARY DITCH LINER
8
r7--~ 7 NOT TO SCALE 1
7 NOT TO SCALE
A5heets\SHEET6.dgn 4/18/2008 8:55:49 AM

r~ u
it ~ ~8 II (REMOVE)
ii STD. MANHOLE RING & COVER
ii ii i 8.. 22.. 8.. FIN. GRACIE
li
li - -
I~ ii ~
ii - . N W14X43 STEEL BEAM ~I " ~ ~ ~
~ ' 18" SAN. E ~S THREADED BOLTS ~ , S WER (D.I,P) o ~ LT S o r.
~ ~ ~ (EACH SIDES) i i 2.. XI, STA S ~ r> . REMOVE T©P p ~ ~ ~
i q INLlr55 TE:~L STRAP i `P 3' OF MANHOLE ~ a a
' ii AS NOTED - EX. WATER MAIN ~ EX. WATER MAIN WELD FLAT BAR TO BEAM _ _~.__W______ GRADES w ~ ca A . ~ z z a
;:FILL Wl SUITABLE;-
o I i ° a ~BACK~ILL
II - ~ ~ o ~ ~ ~
_ 2 MIN. ,
r-I _ 3"X38"X318" STATE READ ~ ~ AS NOTED SECTION
NEW SEWER MAIN STEEL PLATES, TOP AND BOTTOM PLUG ALL PIPE OPENINGS ~ ~ ~
' 6'-0" CENTERS ~ ~ 1' MIN ~
NEW SEWER MAIN p
' ~ "ti.,~
PROFILE PLAN PLAN
1 ~1,
W
v ~ a
SEWER MAIN ~ CROSS NG UNDER .WATER MAIN ~ N
g MECHANICAL JOINT PIPE 5ET ABUTMENT BACK . ~ U ~ \ \ W r~
NOT TO SCALD FROM NATURAL STREAM /\/\\/\~\/J\\1\/\/\/\/\/\/\/~~il~\\/ ~ ~ ~
BEAM TO BE EDGE A MINIMUM OF 5
6" MIN PRIMED AND w~yLw~,y~yww/~,vwwwwww~;~~
COATED WITH 6' G.C.
coAL TAR
~e" ~.I.P ~ Z ~ u
~u _ ~ w 4 C m w
I
~ ROADWAY 6 ABANDONED EX. DRAINAGE.. STRUCTURE ~ ~ a
_ ~.I o , z m
~ g NT - oo~° - .e ~
PavBME ~ p 5 FROM ll.l W a W ~
~ FILL SLOPE o z n ~
~o z
z o - ~ ~ P _ STREAM W FLUSH TYPE ~ ; Ca,
~ ~ ~ ° -STEEL PIPE SUPPORT - ~ ; o~ , °d~C, CLEANOuT CAS ' ~ , R,w ' METER BOX-
-END SEAL ~ o (SEE SPECIFICATIONS) 'CURBAhI(7 OUT7ER TO B~ INSTALLED- ~ ~ COVER
GASKET - p ~ CLEANdUT'f0 B~' SST ' , ~ PINISN -PAVEMENT 8" BELOW FIN~tlRAbE ~ ~tlRADE z
RIP RAP SLOPElCHANNEL
CHANNEL SECTION PROTECTION OVER NONWOVEN - C--~' OM61NA ON WYE 6~~ MIN.
D.I. IPE FILTER FABRIC AND"BENbP~BENdG1 ~
~,6" 22.1!2"BEND i . U
EW _ _ Y~ _ 6TOR " _ ~
3 8 8 3 3' _L.
3~ 18' JOINT OF DI- 3~ 22.6^ OR 11.25" ~ RBI ,r MIN 2' CLEARANCE OR ' 0 Z BENDS AS NECCESARY ~ USE DIP BBRVICE PIPE J z
_W _ 90"BEND FLUSH TYPE ~ J
STAINLESS STEEL STEEL ENCASEMENT ANCHOR BOLTS i~m CLEANOUT CAP f-
NOTE: PIPE 314"X16" COMPACTED SOIL CURB AND GUTTER TO BE INSTALLED ~ RIW Z f"' ~BCW. 40 PVC DWV SEWER CLEANOUT TO BE 3ET _ ~
,..:SERVICE PIPE AT 196 MIN \ 8" BELOW FIN. GRADE I GRADE Q
4 ENDS OF CASING CAN BE SEALEp USING MODEL AC PULL-ON " / tlRADE. (A6TM D•2965, D•1795) ...PAVEMENT \ ~ ~ ~ uJ a,~ Q
# 4 REBAR (VERTICAL) ~ 16 O,C. END SEAL GASKET, AS MANUFACTURED BY ADVANCE PRODUCT ~ ( ~111~~ ~ Z W - s°MiN,- ~ LL p OC ~
SYSTEMS, INC., OR APPROVED EQUAL IN LIEU OF CONCRETE 0 U ~ ~
FILL 22.1!2" B~b Z ' Lj.l
3'-0" # 4 REBAR AT 14" OC HORIZQNTAL ( i ~ TO HOU3E O W Q
l~~.__._._._.._~r____._ ~ Q~
_ NOTES: 22,6" OR 11.25" / ; ~ ` ~ _ ` Lll
SECTION A A " 1. CONCRETE TO EXTEND s OUT OF EACH SIDE C :ACH SIDE OF FLANGE. BENDS AS NECC6~,Y ~ ~ gTOR SCH. 40 PVC DW~ R Q N ~
2. ANCHOR BOLTS AND STRAPS TO BE GALVANIZE RAI ~ SERVICE PIPE AT 1% MIN i GALVANIZED AND HOT ASPHALT DIPPED. ~ V
STEEL NCASE N I , E ICE T DETA l~ GRADE. (ASTM D-2665,. D-1785) NOTE;
m_._,~.~.____.___~.. M X57 STONE TO BE INSTALLED
NOT TO 5GALE DETAIL BRACING FOR .CHANNEL CROSSINGS 4 NOTES: UNDER SERVICE PIPE
s 1. SERVICE LINES BETWEEN 14 FEET AND 20 FEET IN DEPTH SHALL REQUIRE CLASS I BEDDING FROM 4 INCHES BELOW THE SERVICE LINE TO 4 INCHES ABOVE THE LINE. Z
NOT TO SCALE 2.3ERVICE LINES GREATER THAN 20 FEET OR LESS THAN 3 FEET IN DEPTH MUST BE LU
DUCTILE IRON. d
7 SANITARY SEWER TAP AND SERVICE d
OVER AND UNDER STORM SEWER LINE
FINISHED
GRADE PIPE MAY NOT ENTER NOT TO SCALE
12"
12° MANHOLE THROUGH CONE BRICK SECTION OR JOINT
' ~ MASONR ~ PIPE DIA ~ '
PAINT TOP OF CONC. AND ALL PIPE NOT ENCASED BY FOOTING
A- a 1 p ° CONCRETE FILL WI 6MIL. SAFETY YELLOW
D D ° _ ~ ~ 0 - 6" STANDARD STEEL PIPE
- 0 0~ d d ~y ! e' 0.322" WALL THICKNESS
> SMOOTH RADIUS CONC. FILL -
~ l.~ y~~ Y~aB p
~ TEE o o SECTION 01: MASONRY ~ : ~ .
SECTION O ~ F CONCRETE PI E PLUG ~ ! ~ ~ , . ~ , ! o ° ° ~ --CONC. FILL D
PIPE PPPPP~ft W ~ °~o~ _ !e o 4
- ~ 1 D '
QUANTITIES > ! : ° o 4
PIPE CUBIC '
SIZE YARDS • ~ ~ " PIPE ! ! NOTE; EITWER BRICK MASONARY OR ~ o p ~ > FIN, GRADE
12' ! SECTION ~ ! 029 CONCRETE MAY BE USED. ~ ° ~ l ° v ~ i\ o / / / ~
" CONCRETE BRICK MAY BE USED IN LIEU OF ~ ~ ~ ~ . ~
15 .045 ° . 90" BEND ! > ' CLAY BRICK. JUMBO BRICK WILL BE ooC~ S a ` g ` ~ : ° .a ~ a ` DESIt~NED BY.
18" PERMITTED. p ' D ~ ° ~ ~ ,nn°^~ .085 6" STONE BASE ° p ~ MUP
° ° SECTIONAL PLA E ~ ~°o ° ~ p p ° ° ° a ° . Z DRAWN BY. ° p ° ~ CLP
24" .118 D D NOT TQ SCALE 4 ° _
" ~0°0 °00 ° °a0 °~0 °p°a0 °0°Oc 30 .182 ~o°o~ oon ~o°~ o° ~oo ~o~ CONC ENCASEMENT ° ~ CHECKED BY: p p a ~ N
n„ n„n., n,.n n,.~; " 000 PSI 4' 4 CONC. FOOTING ~ ~ p MUP
38" .262 12 STONE BAS ° 1 ° ° PROJECT NO.: p ~ p ~ Q
42" .35s 3 CONC. & BRICK PIPE. PLUG sECTION e n p ° 4 ~ 4 2393•S
- p ` p a ` ~ DATE: ° D ° .
a NOT TO SCALE (NCDOT STD 840.71) NOT TO SCALE 48" .465 I------ - _ FEB, 2008
NOTES:
54" .589 1. TO BE CONSTRUCTED FOR DROPS OVER 30".
2. PVC OR ABS FITTINGS MAY BE USED FOR THE DROP IF THE MAIN LINE IS ABS OR PVC 60" ,727 3. APPROVED PRECAST DROP MANHOLES MAYBE USED 'VC 24" DIR. MIN s HOR.
B STANDARD PIPE BOLLARD DETAIL vER' N.r,s,
s .8so OUTSIDE DROP MANHOLE 6 5
8 N T 0 TO SCALE e NOT TO SCALE
n. irrr A nr X
~n~ i v ur v
:.ASheets\SHEET7.dgn 4/18/2068 8:56:32 AM
t