20071039 Ver 3_Site Plan_20071206

'L1,9T
NOTES;
sti`
1, CONTRACTOR TO VERIFY SIZE, DEPTH, MATERIAL AND LOCATION FOR ALL UNDERGROUND UTILITIES PRIOR TO .F
I THE START OF CONSTRUCTION, ~ a
I y~_~'N.~ tiF~q
m I I 2. THE UNDERGROUND UTILITIES INDICATED ON THE PLANS HAVE BEEN TAKEN FROM INFORMATION MADE I I a \ I AVAILABLE FROM THE VARIOUS UTILITY OWNERS. THIS INFORMATION IS NOT INCLUSIVE OF ALL EXISTING
la I UNDERGROUND UTILITIES AND CABLES, THE CONTRACTOR IS ADVISED THAT ADDITIONAL UNDERGROUND UTILITIES I I m T , f__ f, + \ C~ X
y o IX I AND CABLES MAY EXIST WHICH ARE NOT SHOWN ON THE PLANS, PLEASE BE ADVISED THAT THE I w UNDERGROUND UTILITIES AND CABLES COULD CONFLICT WITH THE FORCE MAIN CONSTRUCTION AS SHOWN. THE
3 ~ z OWNER WILL WORK WITH THE CONTRACTOR TO REALIGN THE FORCE MAIN AND APPURTENANCES TO MINIMIZE + + +
a m I
x R S R~W I CONFLICTS. THE OWNER WILL NOT CONSIDER REQUEST FOR ADDITIONAL COMPENSATION DUE TO THE PRESENCE w 16 wp OF CONFLICTING UTILITIES AND CABLES THAT ARE NOT SHOWN ON THE PLANS. I
o + +
0 1S N I
~ I I I +
EAST CLAYTO / r~ cr) I
ELEMENTARY OOL / ° 3" - + + COMBINATION AIR/VACUUM AND m D? t
PUM~T I ° O~ NAP . I AIR RELEASE VALVE (FIELD - n
(gipTHE S) 0 0 NI Q I HEATER UTILITLES, NC LOCATE AT HIGH POINT) % r+( 1
ERRS R w p Z o m DB 1829, PG. 503 Z I i
CAS~~~ 11~`' a QM PB 54, PG. 144 Sk a C) hc(~O
D N ~F fl + ~y~\P F Q0
m wo 0) I REBECCA D. FLOWERS ~,,.~f' Q~o~
F' DB 1398, PG. 773 1-10 + + O
s' s 1 0 INSTALL 40 LF 16" Dlt + + ~X
N N I PIPE CENTERED UNJC1FfF/~ / +t+ Qo
EXISTING 15" DI U z DITCH r' % + L
I WWTP OUTFALL
o L16" ORCE MAIN 6" PVC FORCE MAIN j ~Y
8" PVC FORCE MAIN IY
s pd , SILT FENCE (TYP.)
1T'bl 8p o u- I +
? + + + 1 11 +
WSTING 1 j50 45 y 20' PERMANENT UTILITY iY M BEND i'' r~ r+ WETLAND IMPACT FLAGGING IDENTIFICATION 1000
WATER LINE _ rN EASEMENT FUTURE GRAVITY SEWER I _ + + + COORDINATES (N.E) FLAG DESCRIPTION
ITI 8" X 16" R.J. 10' TEMPORARY CONSTRUCTION
INCREASER EASEMENT FOE MAIN 30' P NET UTILITY N. r+ +r + t+ N=689710.5577 E=2176934.4580 WF 1001 + + + +
- -_:~'"N = + + + + 10~ N=689734.1497 E=2176933.5698 WF 1002 r + + + + + 16 45' N=689747,2605 E=2176919.0343 WF 1003
TOE OF SLOPE TOE OF SLOPE NT-IN 6"x6" R.J-
l + _ MJ BENDS
W/ 6"x 8" ^ p_+_ + N=689750.0587 E=2176912,9610 WF 1004
INCREASER - °°-=Y + + + N=689744.7601 E=2176929.5244 WF 1005
BORE AND JACK - + + + * + * s s +n+++ + + ++fi + + + u~+ + id + + + + $ _ v~ + + + + 5 N=689727.4054 E=2176944.0827 WF 1006
20'x10' EXIT PIT + + + # _ + a } 6 +
NSF PROPERTY OF _ INSTALL CL 1 RIP RAP (MIN 18" N=689708.3636 E=2176944.7801 WF 1007
JOHNSTON COUNTY BOARD OF EDUCATION BORE AND JACK - DEPTH) W/ GEOTEXTILE UNDERLINER N=689681.1551 E=2176936.0676 WF 1008
+ r 24' 40'x20' ENTRY PIT -
EXISTING 6" - xiSTING TOP BANK EXISTING 50' RIVE- ~6 NEV ~F THE SA ENTIRE 20' EASEMENT WIDTH N=689667.7671 E=2176932.2524 WF 1009
VALVE WITH MANHOLE - - - TRAIL EASEMENT WATER 0 N=689653,4007 E=2176935,8716 WF 1010
FRAME & COVER NEUSE RIVER M RESERVED N=689633.0849 E=2176944.5011 WF 1011
fi 8" GATE VALVE BORE AND JACK 140 LF 16" WATER OF THE USA w (PLOTTED FROM P654, PG. 144) N=689618.1209 E=2176946.8016 WF 1012
STEEL ENCASEMENT PIPE (MIN 3 5 ' 0 50' 100' w 0,25" WALL THICKNESS) W/
N=689631.1979 E=2176935.5218 WF 1013
° 140 LF 8" DI CARRIER PIPE 5' N=689650.1200 E=2176923.8708 WF 1014
S = D onz. SCALE: 1"=5' (Vert.) N=689681.7539 E=2176926.8527 WF 1015
155
155
EXISTING BRIDGE DECK - - - _ " - - - - - . _ - - - - - - - INSTALL CL 1 RIP RAP (MIN 18" DEPTH) INSTALL CL 1 RIP RAP (MIN 18" DEPTH) - W/ GEOTEXTILE UNDERLINER
EXISTING BRIDGE ABUTMENT ______yy/ GEOTEXTILE UNDERLINER ENTIRE 20' EASEMENT WIDTH
IN BACKGROUND - - . - - - I - - - - - - - - - - - _..._ENTIRE 20' EASEMENT WIDTH
15 150
_IB,.I----- - TOE OF FILL
EXISTING1 - - _ _ - _ . - - - - - - - - l .
WnrER tw 8" PVC FORCE MAIN I.- - EXISTING GRADE -
CONTRACT R TO.--- -I - 1- - - 16" PVC FORCE MAIN . _ _ _ 145
14 FIELD V RI Y - - _----~-__..2 ----EXISTING _ LOCATION F 15" D.I,P
LINE BYTEST - SANITARY SEWER
-PIT 1
_.f BORE AND END BENT FILL SLOPE - - ~ - - - - - - _ 5' MIN. ~ I
JACK: EXIT PIT - PQV R - I - - - PROJECTED TO BORE AND
14 / JACK DEPTH 140
- . - - - - 3'-6" MIN... -
31- 6MIN. - COVER _ - -
- _ - - _ COVER 2 18' MIN,
c 13 CUT IN 6"x6" MJ
- - - - - TEE W/ 6x8 135
--MJ INCREASER - 16" 45' _ . _
AND 8" GATE _ _ - _ M,J, BENDS - IN 3' 6° M
---VALVE _ _ COVER
3 8" 45' „
_ M.J. BENDS MJ BENDS 16" 11 130 M J BEN DS . _ - - - _
- - - COMBINATION AIR/VACUUM AND - - - -
BORE AND JACK "x16" R,J _ AIR RELEASE VALVE (FIELD- 16" 45'
EXISTING ENTRY PIT CONTRACTOR INSTALL FORCE CONTRACTOR TO INSTALL FORCE _ LOCATE AT HIGH POINT)..._.. M.J. BENDS__..___ _
- - - MAIN AT ELEVATION REQUIRED -INCREASER MAIN AT ELEVATION REQUIRED 12 6" FORCE MAIN TO AVOID HIGH SPOT TO AVOID HIGH SPOT
END BENT FILL SLOPE -PROJECTED TO BORE AND - - - - _ - - - 25
INSTALL 40 LF 16" D.I. _ _
JACK DEPTH PIPE CENTERED UNDER _ _
BORE AND JACK 140 LF 16" . _______.DITCFi - _ INSTALL 60 LF 16" D- IPE _
12 STEEL ENCASEMENT PIPE (MIN ''--CONCRETE THRUST COLLAR _-0.25" WALL THICKNESS) W/ 120
RESTRAIN TEE, 8" GATE VALVE, ______140 LF 8" DI CARRIER PIPE - _-(2) 8" 90' MJ BENDS TO
%4" --THRUST COLLAR W/ (2)EA - BB DD -
11 STAINLESS STEEL RI LE RODS 115
(2) 8" 90
MJ BENDS
- -

0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00
Uu SEAL R, 44
044* DATE: APRIL 2007 SCALE MkC FLE NU ABER N CO I N MCE PROD. # 00358-0116 CU101
°~~~QOEEssIpN90l;,, &C E JOHNSTON CO( V , v p P H A^SEr^I n ^r DRAWN AMH HORIZONTAL: DRAWNG NUMBER
4e~
8FAL 1°A ATM A%/T/ K I I A \/T/ K 1 / R» / 1 C]» P Vl , f 1 Rl .F' MAIN DESIGNED CAT i~~ = 50' ^
CHECKED DMH V 1
C) 032293 za o 200 MacKenon Court, Suite 200 CHJ I UL/AT I VIVI Q Cary, North Carolina 27511 Q /VCAL:
3 RESPONSE TO DOT COMMENTS DATED 10-24-07 11-5-07 GA Phone: [phone], Fax: (919233-$031 WILSONTS MILLS AF BFB = 5- 1 PRDJ. MGR. MILLS AREA L
2 RESPONSE TO DOT COMMENTS DATED 8-20-07 9_13-07 ~QpV~O AA0002ee7 EB000e691 WASTEWATER TRANSN TR ANSMISSION STA 0+00 TO STA 16+00 STATES: REVISION
REV.NO, RESPONSE TO CONSTRUCTION GRANTS @ LOAN COMMENTS DATED 7-3-07 DESCRIPTIONS RDATE 7 T 1~, 1
sTI s Y~ www.mckimcreed.com FACILITIES IMPROVEN PROVEMENTS 3

NOTES:
1. CONTRACTOR TO VERIFY SIZE, DEPTH, MATERIAL AND
LOCATION FOR ALL UNDERGROUND UTILITIES PRIOR TO
THE START OF CONSTRUCTION,
2. THE UNDERGROUND UTILITIES INDICATED ON THE PLANS
HAVE BEEN TAKEN FROM INFORMATION MADE AVAILABLE
FROM THE VARIOUS UTILITY OWNERS. THIS INFORMATION
1 IS NOT INCLUSIVE OF ALL EXISTING UNDERGROUND
UTILITIES AND CABLES. THE CONTRACTOR IS ADVISED
THAT ADDITIONAL UNDERGROUND UTILITIES AND CABLES
O MAY EXIST WHICH ARE NOT SHOWN ON THE PLANS.
PLEASE BE ADVISED THAT THE UNDERGROUND UTILITIES
AND CABLES COULD CONFLICT WITH THE FORCE MAIN
CONSTRUCTION AS SHOWN. THE OWNER WILL WORK WITH
THE CONTRACTOR TO REALIGN THE FORCE MAIN AND
APPURTENANCES TO MINIMIZE CONFLICTS. THE OWNER
WILL NOT CONSIDER REQUEST FOR ADDITIONAL
COMPENSATION DUE TO THE PRESENCE OF CONFLICTING
UTILITIES AND CABLES THAT ARE NOT SHOWN ON THE
PLANS,
3. IN AREAS WHERE THE NEW 16" FORCE MAIN CLOSELY
PARALLELS THE EXISTING 4" FROCEMAIN, CONTRACTOR
SHALL CAREFULY EXCAVATE AROUND THE EXISTING 4"
FORCE MAIN, LAY THE 16" FORCE MAIN WITH 12"
SEPARATION FROM THE 4" FORCE MAIN AND INSTALL
STONE BETWEEN THE TWO PIPES,
50' 100'
1
-�UHLF: I =50' (FlOrIZ.)
SERI,
i ALIGNMENT ADJU5IED i0 STAY VAREN ROAD R/W 8/10/07
REV.NO. DESCRIPTIONS DATE
REVISIONS
46
44�e�-'�MCIGM&CUED
200 MacKenon Court, Suite 200
Cary, North Carolino 27.511
Phone: [phone], Fox: [phone]
AA0002667 EB0006691
www.mckimci-eed.com
CLAYTON/EAST
WILSON'S
I `i ii
WASTEWATER
j rj...
FACILITIES IMPROVEMENTS
PHASE 1
16" PVC FORCE MAIN
SCALE: 1"=5' (Vest.)
IF
DATE:
APRIL 2007
ACE PROD. k
0358-0116
DRAWN
TJJ
DESIGNED
CAT
CHECKED DMH
PROJ. MGR, BFB
TATUS:
SCALE
HORIZONTAL:
1"=50'
VERTICAL:
1"-5'
M&C FILE NUMBER
CU1161
DRAWING NUMBER
MET
REVISION
1

AM,q sNC/Ne
k k HDPE.TRANSITION COUPLING - - - - - - 2 O/V RPORgR sHE r4.
HDPE TRANSITION CO~PLING 20'x16" REDUCER r.i 1 r INSTALL CL I RIP RAP (MIN
-1iATE VALVE 16 GATE VALVE 18" DEPTH) W/ GEOTEXTILE J
90' MJ BEND ` I - 100' 16NDS 4 UNDERLINER 15' WIDTH JJ
16°x20° INCREASER x
10 k x x x x\x / k x x x x x k - \
k k k GO Mx x k 16" 11 11 ` x k kxx x x x x x x x x x x x! o x x x
x MJ BENDS MJ BENDS - x k x x k x x x x x k x k x x x cn x' x k x x k x x kxx CONTTFAGTOR ~0 LIMI DISTRUBANCE x x x x k CORRIDOR TO-45' WIDE (MEASURED
L k k - '25+0q x= k " k x x k x x k x x k x x xx x x x ctj ALONG STREAM CENTERLINE) WITHIN
x _ NEUSE BUFFER AND STREAM BED
x
16 BEND _ 16'I 1 Y4' MJ BENDS
x DIRECTIONAL DRILL COIC. - TEMPORARY APPROX. 360 LF LU N
CONSTRUCTION x x ~~R{MEU IT 90'MJ BEND (ROTATED)
EASEMENT 20" HDPE SDR 9 ~L i 00 x N SANITARY SEWER 10 TEMPORARY CONSTRUCTION EASEMENT O ja: COMBINATION AIR/VACUUM AND EASEMENTS , AIR RELEASE VALVE (FIELD
x x x CROSSING 8' ABOVE x k c Y NATURAL GROUND
SILT FENCE (TYO.) vii J LOCATE AT HIGH POINT)
16" PVC FORCE MAIN TEMPORARY BORE k k x10 ,0' PIT AREA ORE
a k O a k h _ ti Lwtj
COMBINATION AIR/VACUUM AND W 18,72 ti0 3 0 N /F 18.72' / MICHAEL L. RADFORD AND WIFE,
AIR RELEASE VALVE (FIELD ' k ~ I 3 Q LEE H. RADFORD
LOCATE AT HIGH POINT) , 181.45' I w DB 974, PG. 123
in w Z PB 17, PG. 109
x x k f Iz' x x N/E !r co /yJ W J z-,
x k I W k x JENNIFER P. GILBERT l 0w
DB 3109, PG. 441 k k k x PB 17, PG, 109 Z N l~ I
k x ' x k
k k k I h
0 Y rn
I x ~ k x
20' PERMANENT UTILITY x x x x M
EASEMENT f
N/F
NSF 10' TEMPORARY CONSTRUCTION--/I DA DI REBECCA D. FLOWERS EASEMENT I DAVID A. & KATHLEEN T. STARK 90 0 / DB 2012, PG. 754 I
DB 1398, PG, 773
x k Q k i
Lu xx o
16" 45• a x x VERTICAL I x /
MJ BENDS 2COD 0
'ES:
~ I / NOTES: 'ONTRACTOR TO VERIFY SIZE, DEPTH, MATERIAL AND LOCATION FOR ALL UNDERGROUND UTILITIES PRIOR TO
INSTALL CL I RIP RAP (MIN x Q \ 1. CONTRACTOR HE START OF CONSTRUCTION.
18" DEPTH) W/ GEOTEXTILE THE START Of
50' 0 50' 100' UNDERLINER ENTIRE 20 2. THE UNDERGF FHE UNDERGROUND UTILITIES INDICATED ON THE PLANS HAVE BEEN TAKEN FROM INFORMATION MADE
EASEMENT WIDTH / x k I AVAILABLE FR x ,VAILABLE FROM THE VARIOUS UTILITY OWNERS. THIS INFORMATION IS NOT INCLUSIVE OF ALL EXISTING
SCALE 1"=50' (Horiz.) UNDERGROUNE x x INDERGROUND UTILITIES AND CABLES. THE CONTRACTOR IS ADVISED THAT ADDITIONAL UNDERGROUND UTILITIES
M AND CABLES AF~y, x x N/F UNDERGROUNE AND CABLES MAY EXIST WHICH ARE NOT SHOWN ON THE PLANS. PLEASE BE ADVISED THAT THE INDERGROUND UTILITIES AND CABLES COULD CONFLICT WITH THE FORCE MAIN CONSTRUCTION AS SHOWN. THE
U/v / BILLY C. & SHEILA C. HONEYCUTT OWNER WILL U IWNER WILL WORK WITH THE CONTRACTOR TO REALIGN THE FORCE MAIN AND APPURTENANCES TO MINIMIZE
See s DB 1927, PG. 0689 CONFLICTS. TF ;ONFLICTS. THE OWNER WILL NOT CONSIDER REQUEST FOR ADDITIONAL COMPENSATION DUE TO THE PRESENCE
HEeT 1600 OF CONFLICTSP IF CONFLICTING UTILITIES AND CABLES THAT ARE NOT SHOWN ON THE PLANS.
155 155
- -
PROGRESS 16 90' INSTALL CL I RIP RAP (MIN - - i
- -----I ENERGY MJ BEND 18" DEPTH) W/ GEOTEXTILE - ----ROW MM (ROTATED) UNDERLINER 15' WIDTH
- - CROSSING „A„ - -
150 COMBINATION AIR/VACUUM AND (SEE BID FORM) 150
AIR RELEASE VALVE W/ 20 LF - - - PATURAL-GRO EW -GRASSING---ABOVE-
STALL P-RAP{ 1N- 16" DIP CENTERED IN MANHOLE ND____ 18 A€P~+) G€OT€X- Lf (FIELD LOCATE AT HIGH POINT)
I
lINDERLiN R - - - - - -
145 EASEM NT - - - - - COMBINATION AIR/VACUUM-AND
_ EXISTIN GRADE AIR RELEASE VALVE (FIELD` / 145
- - _ _ LOCATE AT HIGH POINT, INSTALL=
- - - - 16" PVC FORCE MAIN A IN - OUTSIDE PROGRESS ENERGY /
ROW) -r - - - -
140 _ - -
140 100 -y W.
- - - -L - - - -
-16' 11 Y4' 1000, MJ BENDS
135 1 135
T---
- - - - 16" GATE VALVE - _ - - INSTALL 20LF OF 16" DI-
PIPE CENTERED UNDER
in, DITCH SEE CROSSING
130 " 20x16 MJ - M L BEI DS - REDUCER (TYP, - DETAIL "B" SHEET D2___ 130
- BOTH SIDES) - - - y 16" GATE VALVE - - 16" 11 Y4'
- 60LF DIP CENTERED THRUST- - - - - --I - - - - - MJ BEND
UNDER DITCHES COLLAR SEE _ --1 JOINT 20" FLANGE
125 (WITH SPECIAL - X P.E. DIP (TYP; - _ DETAIL SHEET -BOTH SIDES) 125
16 22 Y' - -
_ INSTALL 40 LF 16" D.I. PIP INTERIOR COATING) D3 (TYP. BOTH 6' MIN. / - - 16" 111- - CENTERED UNDER DITCH SIDES) - - 7- - - - MJ BENDS - MJ BEND
-
20" SDR-9 CL-200
120 BUTT FUSED FLANGED _ 120
ADAPTER W/ SSTL --LAP JOINT FLANGE - - -
- - - ----(TYP. BOTH SIDES) - -
115 -
DIRECTIONAL: DRILL APPROX. 115
SCALE: 1" 5' Vertu 360 LF 20''HDPE SDR 9 - -
110 -
16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 2E 26+00 27+00 28+00 29+00 30+00 31+00
SEAL ~
DATE: MAY 2007 SCALE MkC FILE NUMBnER
• j[^. JOHNSTON C01 i N COUNTY PHASE I MCE PROJ. # 00358-0116 CU 102
A y's # CI DRAWN AMH HORIZONTAL: DRAWING NUMBER
: StAL CA51 ULAY I UN LAY I UN/ lb-' NVU F UHUE MAIN CHECKED CAT m
a 032293 0 ~ c 200 MocKenon Court, Suite 200 LERTCA DMH TRANSMISSION STA 16+00 TO STA 31+00
• ,F 2 Cary, North Carolino 27511 WILSONES MILLS AF ®•y........ Phone: [phone], Fax: [phone] WASTEWATER TRANSR MI LLS AREA OJ. MGR. BFB L: PR
1 WETLAND PERNiTNG RENSID9S 6/6/07 j E' ~ njR0 AA0002667 EB0006691
REV.NO. DESCRIP11ONS DATE akimareea.aam FACILITIES IMPROVER REVISIONS www,m P ROV E M E NTS STATUS: REV SIGN 1

CONTRACTOR TO LIMIT DISTURBANCE
CORRIDOR TO 15' WIDE (MEASURED
ALONG STREAM CENTERLINE) WITHIN
M NEUSE BUFFER AND STREAM BED F,~' rR OSED{10' TEMPORARY
a * OOK TRUCTION EASEMENT
ro4 , `16" 90 MJ BEND omt,.
vvtin 6., ;1 25' NSF
- GLUBCORP GOLF OF NC; LLC 't
+ ~O7ES: + • SS1V,N W-155,16- ` d6 1$13, PG. 364 r+ r~'.+ + + I _1{905 >
'RACTOR TO VERIrY"SIZE, DEPTH;"MATERIAL' AND LOCATION FOR A -L UNDERGROUND UTILITIES PRIOR TO
STALL CL I R IP RAP + * PROPOSED y20' PERMANENT- 1 CONTRACTOR TO (MIN 8"p SANITARY THE"START OF CC START :OF CONSTRUCTION.
18 DEPTHW GEOTEXTILE /'SEWER . EASEMENT
UNDERLINER 15' WIDTH t paA N + } 'THE UNDER' PROPOSED 10 TEMPORARY AVAILABLE FROM UNDERGROUND- UTILITIES` INDICATED ON THE PLANS'HAVE BEEN TAKEN FROM INFORMATION MADE
M + yb exISTINGTOwN of CONSTRUCTION.`EASEMENT -ABLE FROM THE VARIOUS UTILITY OWNERS.,'THISINFORMATION` IS NOT INCLUSIVE OF ALL EXISTING
f~ '3' 4a• CLAYTON SANITARY UNDERGROUND UT y SEE , a ?6,. 4~ ra AND CABLES MAY RGROUND UTILITIES AND CABLES: THE CONTRACTOR IS ADVISED-THAT ADDITIONAL UNDERGROUND UTILITIES
MEET (,''~r M J ' 8E` n' tFt:5ma UNDERGROUND UT CABLES MAY EXIST WHICH ARE. NOT SHOWN' ON .THE PLANS, PLEASE BE ADVISED THAT THE RGROUND UTILITIES AND CABLES'. COULD:CONFLICT WITH THE FORCE MAIN CONSTRUCTION AS SHOWN. THE
a v . 0 se or " ' OWNER WILL WORN Lam, 'k SSl ~H TOP-'I 65 :R WILL :WORK WITH THE `CONTRACTOR TO "REALIGN THE FORCE MAN AND APPURTENANCES TO MINIMIZE
17 n" ~ r • ++r ' ' ~ firs ! "'y } ~ I X5059 " -CONPLIC7u..THE C LICTS.."THE OWNER WILL NOT CONSIDER 'REQUEST; FOR ADDITIONAL COMPENSATION DUE TO THE PRESENCE
A Avo OF CONFLICTING L ONFLICTING UTILITIES "ANb CABLES THAT,ARE NOT SHOWN ON THE PLANS.
~E rr p ° tU~~ `js.'L , .+.f., 4 } + ~ f + i' qp a
COMBINATION AIR/VACULN- N * + + 1. ROPOSED 20 PERMANENT AIR RELEASE VALVE (FIELD=i"~~ + S NNI~TARY.
LOCATE AT HIGH POINT) ` y, ' SEWBRAEASEMENT
? ^r. Tpp" INSTALL CLLI RIP.RAP ~I r e['. f"s~zv g ~q, 1 -;`I RIP.RAP (MIN"
2),lb't 1 18' DEPTH). W/ GEOTE) W/ GEOTEXTILE x'
t a ' e~ J'EN S • , .1 sre~: k+ P'" r,r t UNDERLINER 15 WIDTH r: i _ d a n,: yf zs 1 , x1, R 15' WIDTH x'
s SILT FENCE TYP k~ A~ „tr l 16,~e>~+t t j \ x,
Fr je' Sy da y 4 / IV{+PV~FOI~C~MAIN )BUFFER rf + " ; ZONE 1E'
fE ,1 r r .{f e r Pr y f ~r =e F r, ' x I , 11 fi A j K' + it NEUSE RIVEi ff r X x
i1+ 'dY . } :P 1 ^I',,p ~ y,: , i rrt } r { rye 7,4 r `.eY d',IX 1 4' t / wAOOCC' OOD~ ~ 4' x x x u
v 4;'rt'Nl,.,, .Ir - r y s`.:, { d ..h1 "v St , ,t4 yz,f 1 r t. i ,1 .1;, tf ~(t r ,t c. M1^ AOF6,RD' AND WIFE BUFFER r ZONE 2t,,
kADFQR,O 4 { r { , t y r.,, r f t y 7 ti + ",`.4 ; ' d' k, ,.irj 1 53 f r~k@Et k • µ .fi+' } k a 7
ktE H' 6,974 PG .123 y, 0 a p n , / .,,ttp yk,;, + x9 s " p S t r s x s. 1 t " f ~ ? ~ d 1,r „4 SL r a`2}, 3~U ~5' '1`.1 y.^ h + ~ ~ X f: d t f Y^' ;y : x F ,r ~ V ~I y (1 ~t
p arr 5 PG`.109 + ,!h P s / f + r, f r; t 'r,r I, r e 14 k , i 41'aJ ck e.', PB 17r k $ t 4 A. Z+ ,t, H k + R ¢f tt { M yENDh,' k Y k ~i k vK r b i F .a °y F F e a 'i
ai,! r r , t i >Y y r., r• rM1 / d a { 9 ,r r r ' J >s 4h. f u +M1 4~ S'.'Ah „ + 4 y t Ar r , 1 1 ' {F" n:;f y\ ~t Ty: 4S( y~{
INSTALL 20 LF OF 16° D rxt G y x f: v 7 l v - 11 f I k i, h C
RESTRAINED JOINT PIPE Iy t 44 MIN 4' BELOW CREEK
31 p: , c 1 d t" L. P, s I r t i ,dr / fi, ~ ~ • ` ~ 'cif Y
? ' r J ~ s , ~ u r t f e I APPROXIMATES { 1 0 O y
50' 0 50' 00' f 3; 4 , LOCATION OF 1~r
STREAM 1, r t eti CQR~ r ;T i ' e r a , rnr E 1 1 , f 1N ~ 4. , s ~ r rei 'd a ~ ~'~a.7 , 1 ~ " f 1 } Yte , + s f COR~tI~tQ Y a x`15 ERi I _ K xF x ,
SCALE: 1"=50' (Horiz.) to ~ fr tr ,s~ i~ e r i`X 1 t + 1 ? b a' 1 h, t. 4Hb f ~`zr i +R' to , S ,@ ) i F + E}'Y~ ~ }~I ~ < fs, k . M'IBl
4 ^sF t r t Y ,d 1 i SE( -v' ~?t `V x 'x'{ `g "
e k, PROPOSED SUMMERLYN
x, C4 C,Q "SUBDIVISION
F+ k t f }f ~E d.
~j
i`st t 4 eG~!yr
16" GATE VALVE
165 165
160 160
TRJ&-8' - - SANITARY G_GRADE--
155 PVC FORCE MAIN 155
_ ) 1E" 22.5-
i
COMBINATION AIR/VACUUM AND M.J, BENDS - \ AIR RELEASE VALVE (FIELD, 5+ MIN,
50 LOCATE AT HIGH POINT) 150
S-6" MIN. COVER
---16--GA E--VAL-V' -
145
3'-6° MIN. --M EN - - - COVER 145
140 0140
16" 11,25' MJ BEND 16 T~Xt CL I RIP RAP (MIN
(3 16" 11.25' - M.J. BEND- - 16'-tL S-- - - M.J. ENDS M.J. BENDS - - 1$ TH) W/ GEOTEXTILE
- ----UN INER 15' WIDTH
CONTRACTOR INSTALL FORCE- - f
D' 135 16° 90' MJ BEND MAIN AT ELEVATION REQUIRED 135
- - TO AVOID HIGH SPOT-------
20 LF OF 16" DI PIPE
CEN ER D UNDER DITCH SEE CR SSING DETAIL "B"
2
5' 130 - - 130
0 125 125
5'
31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 - 00 414-00
SCALE: 1"=5' (Vert.)
srA~ ` e JOHNSTON CO DATE: MAY 2007 SCALE M&C FI E NUMBER
3 )N COUNTY PHASE I MCE PROD. # 00358-0116 CU10
DRAWN AMH HORIZONTAL: oRnw~NC NUMBER
AN;Ado i r 11
Z- fQ SEAL tA5 I(;LAY I UN LAY I UN/ 1(5-'
200 MacKenan Court, Suite 200 V H VU FORCE MAIN CDESIGNED CAT HECKED DMH C~
C% 032293 Cary, North Carolina 27511 WILSON'S MILLS Al MILLS AREA LERTICAL: PROD. MGR. BFB = 5
Phone: [phone], Fax: [phone] WASTEWATER TRANSI TRANSMISSION STA 31 +00 TO STA 41+13± 1 P ROV E M E N TS STATUS: eewsio
1 NETLANO PERMITTING REMSIO.NS 6/8/07 AA0002667 EB0006691
REV.RO. DESCRIPTIONS oA'ff P g1 %0, ' FACILITIES IMPROVEI 1
REVISIONS ~0 ( ? www,mckimcreed.com

NOTES;
1, CONTRACTOR TO VERIFY SIZE, DEPTH, MATERIAL AND LOCATION FOR ALL UNDERGROUND UTILITIES PRIOR TO . V 1,
THE START OF CONSTRUCTION.
( i ``fiyP { r
2. THE UNDERGROUND UTILITIES INDICATED ON THE PLANS HAVE BEEN TAKEN FROM INFORMATION MADE
AVAILABLE FROM THE VARIOUS UTILITY OWNERS. THIS INFORMATION IS NOT INCLUSIVE OF ALL EXISTING IV"
UNDERGROUND UTILITIES AND CABLES. THE CONTRACTOR IS ADVISED THAT ADDITIONAL UNDERGROUND UTILITIES ^r ~ rt&} AND CABLES MAY EXIST WHICH ARE NOT SHOWN ON THE PLANS, PLEASE BE ADVISED THAT THEr
UNDERGROUND UTILITIES AND CABLES COULD CONFLICT WITH THE FORCE MAIN CONSTRUCTION AS SHOWN. THE
OWNER WILL WORK WITH THE CONTRACTOR TO REALIGN THE FORCE MAIN AND APPURTENANCES TO MINIMIZE ~H 1„ ~A 3 r - ul (9 t m C 1 "'6"
CONFLICTS, THE OWNER WILL NOT CONSIDER REQUEST FOR ADDITIONAL COMPENSATION DUE TO THE PRESENCE
OF CONFLICTING UTILITIES AND CABLES THAT ARE NOT SHOWN ON THE PLANS. a a E b n1'¢ h'/ U ~~r dry'
EXITIIVC 12
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"Y{41i T~M"WRI'S~~yy~ x E x ~l>F: "..M i' i rir - R m.,".. I? 1 4! i pg N~lf ,2~ 4IA ~>ft ( tii~.y 3"~. UIn~A~N .T~ i~•A"ii ) iLJsf'+. STA. 296+80 B ,;r CONTRACTOR TO LIMIT (4) 20b 45' MJ BENDS
AT WHERE DillI DISTURBANCE CORRIDOR TO 15 ~~y7 A. try e7 " L ATE A {SIGH { ) WETLAND IMPACT FLAGGING IDENTIFICATION 00 i ~"y F'f, J s ;1 F e w F
,~7 n WIDE (MEASURED ALONG STREAM `~s,~ ~ r~ a ,r r,:, c ~ , , z,3 1 w ~ r~ ~ ~A, r:. COORDINATES (N.E) FLAG DESCRIPTION
t r ~iyL'q l.,f ~1T5 A~~"« ~ f y ° u /n {s t, d ~ 7YtI t s1'e?yi' s ; n{ xx CENTERLINE) WITHIN NEUSE N=652056.3600 E=2184934.5598 WF P1
BUFFER AND STREAM BED T L L' z Y~` 1' d r
rs aX N=652084.5418 E=2184949.5610 WF P2 J, r o f \1, E~kr a + „>^b srE..
N=652100.7451 E=2184953.6223 WF P3
N=652117.0136 E=2184956.4366 WF P4
50 0 50 100 N=652076.5075 E=2184963.6499 WF P5
SCALE: 1"=50' (Horiz.) N=652074,2577 E=2184951.8964 WF P6
N=652054.0729 E=2184939.3881 WF P8
175 175
i I
E _
170 170
I i COMBINATION AIR/VACUUM AND
AIR RELEASE VALVE (FIELD - -
165 - - LOCATE AT HIGH POINT) I ; . 165
ALL (?,I -PIPE W --.MEGA-LUGS' EXISTING GRADE
- MIN, ~4 UNDER CREEK BOTTOM. i
160 , . i
- IN _ _ INSTALL CL 1 RIP RAP ~ 20 PVGIFQRCEMA _ I - 160
(MIN. 18 DEPTH) W/
G GEOTEX
_ LE - _ " - EXISTING 12° - ~ - i _ 24 RCP - - UNDERLI NER - FORCE MAIN 1 20" GATE
155 - - - 2 VALVE 155
4" MIN.
- I- _ .
MEMENE
150 19" MI 150
3'-6' MIN.
20' COVER _ i i
~'20' l _ I - VV (4) 20" 45' MJ BENDS j INSTALL 20 D.1. PIPE
I W/ SPECIAL INTERIOR
145 ) 160 LF 20DJ. PIPE - - - -j - - - - - COATING WITHIN 100'
0' CONTRACTOR TO _ INSTALL FORCE MAIN I RADIUS OF WELL 145
AT ELEVATION REQUIRED TO AVOID
Il HIGH SPOT
140 ._1 " , _ _ _ 140
5' )
SEEIDETAL SCOLLAR HEET D3YP 20'f 45' MJ BEND 1
4' MIN. - - - - - - - - -
135
0 ANTI-SEEP COLLAR (TYP) 135
(2) 20° 45' MJ BENDS _SEE DETAIL SHEET D3 {
j ! 20" 45' MJ BEND
i
5' 294+00 295+00 296+00 297+00 298+00 299+00 ,300+00 301+00 302+00 303+00
304+00 305+00 306+00 307+00 308+00 309+00 310+00
SCALE: 1"=5' (Vert,)
SEAL SEAL KIM&CREED 44 A
DATE: APRIL 2007 SCALE M&C flLE NUMBER '
m®®rr4 ep1., ( MCE PROJ. # 00358-0116
yy~y q g,g yq tla~®%i`ad oe °Gp~.DmJ/°y+d ppppp PHASE
L} MA0-r ri Av°rn IF DRAWN AMH HORIZONTAL: ORpvnNG NUMBER !"~1 AVT/"1A1/ ryr.H rA, 1n r...,-..-
e e q~' g";~ w LY5~7 I V L/"1 11 lJ vL/~ I I.?IV/ ZU I-' VU F UNUt MAIN ULNUNLL) GGG,CA
A~ 200 MaeKenon Court, Suite 200 /ry ~/7~ 4 FORCEMAIN REAOONMENT ANDEASEMENT REVISIONS 1022/07 a S 032293 Cary, Noah Carolina 27511 WILSON'S MILLS
J RESPONSE TO CONSTRUCTION GRANT h LOANS COMMENTS DATED 7/3/07 8/10/D7 3 MILLS AREA CHECKED DMH LR, ICA L: ~°s,~+ PROJ. MGR. BFB 5'
'o- F Phone: [phone], Fax: [phone] WASTEWATER TRAN% 2 FORCE MAIN REAIGNMENT 8/10/07 m®~ pN(31~ Pv R B RAIp~V~.7M1r7+J10N HIGHWAY ~t?
I NBLAND PERMITTING REVISION 6/8/07 AMA ° uaMp9 °@6"'gV AAeee~"oe7 EE~dlle6fjO1 FACILITIES IMPROVI
REV,NO. DESCRIPTIONS GATE T+ WWW, YY1 Ck IfI1Cf G2i~, COYYI RNIN °7(f (C,4 MPROVEMENTS STATUS: aEwsoN STA. 294+00 TO STA 310+00 ~

NOTES:
1. CONTRACTOR TO VERIFY SIZE, DEPTH, MATERIAL AND LOCATION FOR ALL UNDERGROUND UTILITIES PRIOR TO
THE START OF CONSTRUCTION.
x rr b r fr r' vY: r t y 4 , „ e,y 'spa yrt S „ r i nY" <7 w , , xivz "fY3 x t S ";a .mot ri,'. a xFj
2. THE UNDERGROUND UTILITIES INDICATED ON THE PLANS HAVE BEEN TAKEN FROM INFORMATION MADE 1 Sri'3 >~vklg~e nr ~ of p`~ ` it (,'.w~u'A ys`s~tt v '"Xi • t` r kv Hyc, s rx r zr "re" # ;yv4`: z ~IxSY+,ySf ("J~z r y ~ ~ ,1{ s ?x r w1a
AVAILABLE FROM THE VARIOUS UTILITY OWNERS. THIS INFORMATION IS NOT INCLUSIVE OF ALL EXISTING a r #il r 7 F r' r 3,At aiyt Y r a v Y t r P ,y srY ft, Al a r ryx," Sp ts~ t„`"a »httl » }r tY,\f ?t't,.#o-~ r,,y~Y"'#,,t iv, r`"iY,y, ""3 "
UNDERGROUND UTILITIES AND CABLES. THE CONTRACTOR 15 ADVISED THAT ADDITIONAL UNDERGROUND UTILITIES AND CABLES MAY EXIST WHICH ARE NOT SHOWN ON THE PLANS, PLEASE BE ADVISED THAT THE r4+'1 E a r + r ar ut, r ;{t 7 x f u rYl~ # r +'K 7 ~ V~ t r'FY c t »xv A~,S f a~.#> , g+a sN•~ .~>r 7i fi~, k., 3 kr' ~ r` t v fw 3f,,gJYy it 'G ;j~M1~ rt°,ti.5 ~Y I}h ~tJ# ,si q,~~ dv~ + d~v .;m},i s r }
i £h A Y%sr`~ t°~i x 1 UNDERGROUND UTILITIES AND CABLES COULD CONFLICT WITH THE FORCE MAIN CONSTRUCTION AS SHOWN. THE Yp 'n#> ,^nrty$:#t »'t1^'`, :'r1 r ~`t ~t> r14. r~t wk"«°" i~ Jt ie g»tv ;q k$yy' 3 r i Y n ~'s" s~,» 2 -~f. 1o- Ar i ft u v f' 'i' t ~S~•~.r , r k',. ~ a
OWNER WILL WORK WITH THE CONTRACTOR TO REALIGN THE FORCE MAIN AND APPURTENANCES TO MINIMIZE s2 ¢~•Y ,SI:.. 7k rf n`.(e$ #d'Y'`a+e't 5°^1r „'k', r;'? r' »'k Y r.a9l Yr r, r` m,.}' aF ter y
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£t 1 £ z s i, ga„s WETLAND IMPACT FLAGGING IDENTIFICATION UU t£~££r tYb 3w £i~~?It r Fyk, h aVHaS,,,.,„ i.£~ 115,0000, a ~~r! a% i,.n rn r,. I r ;5, aS p d (u t t a' v»,H Wa 5a ',S'+'pS` t P ki3't 1 Wa1 1
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COORDINATES (WE l FLAG DESCRIPTION 50' 0 50' 100 v P M1 tj e ?l W y 4 Jf 4 y
N=650622.37 E=2185960.83 WF UU1
SCALE: 1"=50' (Horiz.) N=65063523 E=2185998,49 WF UU2
N=650645.96 E=2186033.13 WF UU3
N=650634.91 E=2186044.29 WF UU4
N=650626.35 E=2186012.58 WF UU5
N=650606.69 E=2185964.93 WF UU6
175
175 `
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170 I '
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COMBINATION AIR/VACUUM AND 165 _ AIR RELEASE VALVE (FIELD UM AND I
E (FIELD 165
LOCATE AT HIGH POINT) i POINT) o C
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160 - EXISTING GRADE 777\ _ -155 MIN L 0 _ I - I - - - - - - ( - - I - - - 160
i I
INSTALL 20 D .I. PIPE -
EXISTII£G B" 3'-6 iTING 8' EX. 6" WATER LINE i_ W/ SPECIAL INTERIOR 155
SANITARY SEWER -i COVER _ £ Y SEWER COATING WITHIN 100'
RADIUS OF WELLS
I I {
- { - _
50 EXISTING 150
- - - 24" RCP - 18" MIN.
{2) 20 45' 2' FORCE MAIN 145 DONED _
s 24" MIN MJ BENDS EX; ABANDONED t~AiN I
12" MIN. (2) 20" 22'- MJ BENDS._ 145
10' I I I..
b" PVC FORCE MAIN I
140
5' 140
I
- ANTI-SEEP COLLAR (TYP)
SEE DETAIL SHEET D3
135
0 _ 135
1 ' 1 ~
5' 310+00 311+06 312+00 313+00 314+00 315+00 316+00 317+00 318+00 319+00 320+00 3214-00 322+00 3231-00 324+00 325+00 326+00
SCALE: 1"=5' (Vert.)
SEAL SEAL
DATE: APRIL 2007 SCALE My&rc ei~ NuneeR
J HNSTC N 0 pt C y~~ a MCE PROD. 00358-0116 ` U1 37 UUNTY
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IF H ?RAWN AMH HORIZONTAL: oRAWNC NUMBER in in Pt r-%% j^ r e% r-% ^ t® a A A I ? 1 "=50'
m ° a SEAL 200 MacKenon Court, Suite 200 EAST CLAYTC LA (T N/ zv r V u r um u r- m /1i rq '°'S MILD AREA( PRDJ. MGR. BFB 1°=5
VERTICAL: CHECKED DMH
®Ctg 032293 Cary, North Carolina 27511 •..g q,•A Phone: [phone], Fax: [phone] WILSONES MILLS 2 FORCE MAIN REALIGNMENT AND EASEMENT REVISIONS 10/22/07 ~w '{'y 'a•~ ~N •o b0~ WASTEWATER TRAn~
I RESPONSE TO CONSTRUCTION GRANTS k LOANS COMMENTS DATED 7/3/07 8/10/07 +pgt `~'9 AA0002667 EB0006691 1 Y RE".Na. DES IQL45 0"~ 107 www,mckirricreed.com FACILITIES IMPROV :R TRANSMISSION HIGHWAY 70 STATUS: REVISION
N IMPROVEMENTS STA. 310+00 TO STA. 326+00 2

WETLAND IMPACT FLAGGING IDENTIFICATION Q, QQ
y COORDINATES (N E1 FLAG DESCRIPTION r,x
fi ,q r"'tf m're &st,,r1t,,C 1`i.? t",r 5s4Y ~rm` t t t i 3 F! kq a t ° '"n s mr f ' $ ''.a t xXri irlt; J 3 `a L,+t r #r s ItI"", a , tj nt a s s}, t r rT N=649585.5842 E=2187004.0617 WF Qi ~2 A rH' r, r, xv', I ~ r'T~~~ 19 x( „ ~f r4 ~ > ,a.. ty+~( ~y, y!F ~f yrvv
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N=649612.3305 E=2187041.6608 t4 ft 'x' *Yt`R K~"t r WF Q2a €tasltt I
4 r R 1Q.> lltr , 1 y,4 ir't$tn .Un. i S ! F.' t F fr:', if _ N=649650.4915 E=2187067.5341 WF Q3 h Nt slat 't x'sa F ~ ks r li t Sx+R!ar rx~ii~'`;5 ~ stt k f ,f a 1. CONTRACTOR TO VERIFY SIZE DEPTH MATERIAL AND LOCATION FOR ALL UNDERGROUND UTILITIES PRIOR TO wy3Ss~s1 a3F'Yti;;,Ux gaskf~b~'.'°"=fs'tz,z .vhg THE START OF CONSTRUCTION.
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ii, 1, *p x r ,yt t aaT rYa T ker rc 7Tr rc 13 ar'. a io i m a~ a!t ~•r # +bt P t trl n t`` i~~ 3 r^u ate r l +tit t,; AVAILABLE FROM THE VARIOUS UTILITY OWNERS. THIS INFORMATION IS NOT INCLUSIVE OF ALL EXISTING
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AND CABLES MAY EXIST WHICH ARE NOT SHOWN ON THE PLANS. PLEASE BE ADVISED THAT THE
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N=649614.9889 E=2187038.1746 WF Yr- j t t;t, - i 3 a k" r., < a :s e ?t z u "s,4} s, e t. „ i ,9` S rc. ` _ ? Fa ~rX OWNER WILL WORK WITH THE CONTRACTOR TO REALIGN THE FORCE MAIN AND APPURTENANCES TO MINIMIZE CONFLICTS. THE OWNER WILL NOT CONSIDER REQUEST FOR ADDITIONAL COMPENSATION DUE TO THE PRESENCE
,r ,N 31 Y, 45 1 I Yf t aYi mt.Ys K'¢<.mny ih>a r,.., e' d,Yy y.. N=64 1 r 4' ,t a )t k 1 + $Y, s e>},`f' tt 4'c~*, ,r",t,~, e tY ivk Fiv. 96 43024 E-2187019.4047 WF QQ2 : Tt I! 4r, „;,R ar'm . , w Y 1I L,p fiWx.H Wd .,{{ash t3 ~r ¢xn y,~'S~+y, ki ag4 CONFLICTING UTILITIES AND CABLES THAT ARE NOT SHOWN ON THE PLANS.
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20" PVC FO RCE MAIN - 3 -
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A 155
I - - 3'-6" MIN L ( EX. 2a WATER LINE
EXISTING 6" _ COVER
WATER LINE - 150 18 MIN. _
t 150
~ I
145 - - 20" GATE VAl
0" GATE VALVE 145
N, (2) 20" 45- - 1 - (2) 20" 22.5' 120 LF DI
BENDS RESTRAINED - I - - BENDS
_ JOINT & PIPE
140 140
EXISTING 8" INS: ALL CL 1 R P
SANITARY RAC' (MIN. 18 DEOTH) Wj
SEWER GEOTEXTILE ,
DERLINER i
135 2 20" 45' 135
10' - BENDS
NOTE: CONTRACTOR ITO VERTICALLY LOCATE EXISTING WATER LINE. WHERE 10` HORIZONTAL ORIZONTAL
SEPARATION CANNOT BE MAINTAINED, CONTRACTOR TO INSTALL FORCE MAIN 18 BELOW WATER _OW WATER i I
LINE CONTRACTOR TO ENSURE NO INTERMEDIATE HIGH POINTS ARE CREATED. - - 130
5' ,
(2) 20" 45'
BENDS - JIN i
EXISTING 12"
z5 ANITARY.SEWER - 125
0 4 MI-
(2) 20" 45'
RJ BENDS (2 20°
4--' RJ
B NDS I
5' 328+00 327+00 328+00 329+00 330+00 331+00 332+QO 333+00 334+00 335+00 336+00 337+00 338+00 339+00 340+00 341+00 342+00
SCALE: 1"=5' (Vert.)
SEAL SEAL 1t° DATE: MAY 2007 SCALE M&C Fi E "uMOppeR
- ti JQHNSTUN C
F PHASE MCE PROD. 00358-0116 CU13v DRAWN AMH HORIZONTAL; oRavnNG NUMBER
R'~s~~°~Y FART C;I AYT( 7 CI AYTON/ IF 00" 01/!"` Cll®(`C KA A I KI DESIGNED CCG/CAT 1"=50 ~
SEAL. 2 200 MacKenan Court, Suite 200 LL! i YV I VI\Vl_ IVI/~IIV VERTICAL
a % 032293 ° Cary, North Carolina 27591 WILSON'S MILSp M~~L~.7 AREA LP~R CKED DMH IV1"=5'
a FORCE MANRenuoxueeTnNDEASEMENT REVisions 0/22/02 Phone: [phone], Fax: [phone]A+T~A'TER'~RAI'
2 RESPONSE TO CONSTRUCTION GRANTS k LOANS COMMENTS DATED 7/3/07 8/10/07 ER TRANSMISSION ANSMISSION HIGHWAY J. M GR. BFB 70 IMPROVEMENTS STATUS: REVISION
I MTLANO PERMITTING REVISIONS 6/8/07 T AA0902667 F80698691 ? aav.NO. DESCRIPnONS DATE 'fE 4rwww.mckimcreed,com FACILITIES IMPRO\
R N STA. 326+00 TO STA. 342+00 3

WETLAND IMPACT FLAGGING IDENTIFICATION R
COORDINATES KEI FLAG DESCRIPTION
NOTES: x qy U niybti aA(NN~~ o /~a N=648168.8538 E=2188539.9202 WF R7
1. CONTRACTOR TO VERIFY SIZE, DEPTH, MATERIAL AND LOCATION FOR ALL UNDERGROUND UTILITIES PRIOR TO
{6r'~ LHP l , i < f~ tai h Sa r THE START OF CONSTRUCTION. afr rrE sv N=648195.1874 E=2188568.3561 WF R2
Y4 x )M4n r N=648219.6254 E=2188601.3419 WF R3
2. THE UNDERGROUND UTILITIES INDICATED ON THE PLANS HAVE BEEN TAKEN FROM INFORMATION MADE
AVAILABLE FROM THE VARIOUS UTILITY OWNERS THIS INFORMATION IS NOT INCLUSIVE OF ALL EXISTING fx ` ~~fUl 1 N=648197.6000 E=2188605.1441 WF R4 1. 'low
Atvl "'a UNDERGROUND UTILITIES AND CABLES. THE CONTRACTOR IS ADVISED THAT ADDITIONAL UNDERGROUND UTILITIES L ~7 N=648175.6295 E=2188559.8256 WF R5
AND CABLES MAY EXIST WHICH ARE NOT SHOWN ON THE PLANS. PLEASE BE ADVISED THAT THE f, ~tuf, T. N=6481544716 E=2188544,1820 WF R6
UNDERGROUND UTILITIES AND CABLES COULD CONFLICT WITH THE FORCE MAIN CONSTRUCTION AS SHOWN. THE OWNER WILL WORK WITH THE CONTRACTOR TO REALIGN THE FORCE MAIN AND APPURTENANCES TO MINIMIZE t ' Lr, W wta L'zk4%+; (:~iA k '1+}`.It.
CONFLICTS. THE OWNER WILL NOT CONSIDER REQUEST FOR ADDITIONAL COMPENSATION DUE TO THE PRESENCE If ~ ~rs4k>x xm,.. "R~k f d a"k ~n'r aw +,a
OF CONFLICTING UTILITIES AND CABLES THAT ARE NOT SHOWN ON THE PLANS. ; ~n~ r' ~rM1~ d f Fyn! f~4,., { $ T~,b}(4~ik T~ ,x " ady~~r-~QS,i ~s° %a d' .AtS ` > s azVN d.! a r s6+? rx f ' r if k;cAS f.. ez,. • f~ ~ , k" ~>T' m ky ~ `ti, raw, "fix , s i „ % . rx7vlbR` f r f e r v . } , f tip f.
ioKS e, d i A rs ?r"y ,aa?"A •;,r „s ~w ldit fL'IF 15=1 ~'M..,xM 'A r 'a" sf wA a4"k~Ml W ~i+ "3 HYV~9 Pf~ M >5 N } , 6,tu~ S. F p{.+..,"ty~k~ ti~"~ ?i!L?YM1 (t t. .Y rv,. 13b4 k Yf.... yr~ 9
,l al 1, 1 "'kY"ia'rva r~~ 91 ~n~+i n .f f yPf. $ rk;$ y9xn;yygqr~.3¢''+ q, purrs 'i n/.'1"1 ~V'r~XN Y'~Rt3 't?4 SNf ~yY `,Sd,lf l.. JI 51 S ..l f~~',%!{ a }f l1 rf})"":,
'All ' ~ T•"' '"Yw 4 ~f~1 5 ~ AX 4l+ ~ .af ~.w `A`.q :n AtiM .,r sY"~, ~r sxq ~sM~°~ ~r t s~ f yr; f i)l i~~ t '•~f~~~t f~Y i fe~utT M,"~, g~, ,m,ip uA e, r.u ;lf Ea , I ~f ~`flz;~TX~,J r ? f ty~y
1~ts y W' s' ae kt n ,rS @ j,,, k >
2: wF u" „ ;r a"S''"{r~4"!` _ raP v} tl :;x , ° '.6t s". r ^ar ~Afr,,f f Ir a~f, f:~'~wwrip,a.,=111,.. , t~ ,a4},;,1',Wrxf~;z f7 v , tf a Par.;,s nr f 'zm $ ilyx"t7{{'I i ~+wdi r •f r, ;,l o , rf,d i r '41e
14 vt„ `•7 `~d w4 n, "N syy sotiu su,>str~air l;i f ~~f r :l t,° rt .s 33ihB « rgi`~f,x°~'~t irrv"~`., •ll n ry.. ,k i AYrw&AXp wrw.fxnYf'i , 4 n Am r s„fit. '~'qa
tip Qh 1y E
~r Ep f" ~s s ~ 4ks f x\f t sri ~ f~S~ .b a t ~ t f,~14 ~ ~i'~4 J •
pf""~e,, T CONTRACTOR TO LIMIT DISTURBAP T IT DISTURBANCE 4 ''if fr~,~ 1t~ ~t1rif , Al" g I "~e f s a..° x f r f kt s stYS,p'M~w
Vie" NODOT TRAFFIC LOOP GALLCORRIDOR TO 15' WIDE (MEASURE DE (MEASURED ~rf ~~1w x~~; maw pi~ q, gy
ALONG STREAM CENTERLINE WI ~,N,~~~,h. ",na.ia 237=6164 24 NRS BEFORE - TERLINE WI IN 'raSk'~ SSA``k T 5xx yt v., 4L+~s 0 a 3i tggast1f f"N~ni ,om 4); r' d YY M R y
n' EXCAVATION OF THIS AREA. SSMN NFUSBbFFEFA)t9~S C 0 R D ' M2~ =',',d to it r ess by ' •I r
r,e ,n . `rwi , x ,a 1 , y. x q"S;; ,°~°fPk^',+N~d'{~" rA Y "~k'~},Nr.~k9,~~~Ma~{ Wig tfiI 4,7 p ~nu,wu rvr e ,SStt it t TOP 144,36' 25 OFF't lN „why w m+ v,) 1 , ( FISTING 12 ssMw _Rw
+a ij~ Ej 1 i4;t3 , 1 FORCE. MAIN ;1,N IN ~ T u " i F ±s.4 T'9wAmwrttieF TOP=144 50" rf MR' ° Tx~ fc A
N(swr33s3` INVIN(ST)=13732' OPEN CUT Iuv our x ~r.Aw , x f A
1* 00 345+0' b U e , k ~T of n INV OU 13572 J 27' LOP MIN. oil '5` .w„yt, ~n l,,e v! , u. .,,,ku., w 1".m x, e. tot s "nrsU'sla4,vt , Apb t
U"•fi'NNf,Au A , ,
WA t# 5( a[ 40' Lb s.•„„,~,,~ 30 EOP
r': "Ia,aity Y. n,,lk 41 ENS'r.XVN.4 to till
~5p
w
e st r d $ x ""~r W av, ~lwo 011 I 0" ` HIGH y ~ I t FVC FORCE~MAI l wVa
_j W a m S 4 i a.
, " CU f 5 s 3 2!. e r .mlr?tu *f <k x ~T s#a usta A;E ~ 1n .'IY ~`J~T e'i" s;< y T,` 1 r, l 4~4 UJ, . ~3 r 4 %.rhP=1r s eh. Y ~ h 25' OFF Eye (MIN)
,.~.,,r- ~ ,let ~ s; 4....., ,,?m.~e}.. 1." . ,U t.: r. .."rk :.rt .o-_S a~•d es fill "I p e ! .•n~f i i, u. ? .?...,r, kt, h, 9.~„I4 d a*~..tta 'A~ Y 71. t! e
,..4 ~ . Y t zd4 t. MIN;,.,3 ) 4 t ARA7.. 2:u... ;f eat r . ,.a >u. .A T2 t .:,r u u."„F 5 i. '=',,g „"t `3 Y y.. o .i. i•. °`r"..
BW~~r~,",u m g;. mm r 2 ~e I ~ - ~ ~ fir ~
as . ANTI-SEEP n w~ A 70
7YP (t jt s Y Iw s~ J ..'~W . ~ U azwkw_+s.» RCP .
i x: w~", r , p, e ~'x 'ItUi $'d , t h1 / ~ d,,. ~`i'~. •ts , t ~t e: ( s„3~ a' w r,#~k n a 4T`t~+ ~ ~ st Vie,. t Y` h~, DETAIL r ma , Am 00 A 4 { r tyr • PAM , ~Jf ~ ~ 3' k f y"' ~ +wm,ddrws~ltiX S` „agy~a y~.,~ a
T i' D3 n< J a 1 1lA. Y f i t, it c w`f• `c~, s { U I yti L , a,~aua4,.awuv{w A rti ~
i , 10 r o r v ` Y $w u ~1a~ Es L C-)
{ "160 VA, y gsaly.5',g I , ! ..1 xe t r . fo t~f'`:(sn, rc . vlr JnT:r R", } ils.C P'f h'•',: If b 44 DRY BORE 40 LF OPEN >r,~ i p y•. r 44 ` ~p LARGE JUNIPER zFA,r°~
5~ f k' TT ~Tf L.# ST(NG GU ( ~r 40 PERMANENT , }ah "T rr * t UuTs' ' 4' v ; = r "S n,'; T , e 'k; UT 7 5 >o k k At ~ ; w Leo ASPHA r -~1 IAJ
0~ lo, EASEMENT , l4, a +n NTH ~f (R t# f~ y L, arr ~t
a
4 ;e "s'i."Sel'r~ Y. +>.::e" 3 I rf in o"y'.,;., a`1.,.'.r 1"*.,_. x3 ,a.,ir"? ; . y; ' t i ',~n ; g,'t., S u N,S; m, ~ S a ..~e'~` d'' ~ # Y ~'.r M $ t ,R #m s r ,..Yr!sl 2
50' 0 50' 100' nommommommomm a3u
SCALE: 1"=50' (Horiz.)
wad 0. 7ir4 r~;..
170 - - 170 i i
i
165 - _ - - - ? - - - - - - - - - - _(I ' j 165
160 - i 160
20" PVC FOFCE MAIN
j EXISTING GRADE _
155 i... . ' i 155
I
I
EXISTING - j INSTALL CL 1 RIP RAP I RIP RAP
36" RCP (MIN. 18" DEPTH) W/ PTH) W/ _
150 EXISTING 6" GEOTEXTILE UNDERLINER JNDERLINER 150
I I WATER LINE
i I
3'-6° MIN. f
I I i 24„ MIN. „ COVER
145 45' 1
145
BENDS 18 MIN.
i
10' 140 - - - - 1 - - - - -
I I 140 ' - -
DRY BORE 40 LF I '
@ LARGE JUNIPER
BEND(1) 45' RJ (2) 20' 45' MJ BENDS 35
5' ab (2) 20" 45' CONTRACTOR TO INSTALL FORCE MAIN 4' MIN. -
AT ELEVATION REQUIRED TO AVOID HIGH ' I t ^e-^e~-w~--•e--~~I--~^,--~.~-..;--..~„---ter-r.f~,--e--~e,-..~-~e; -..%-w~-~w~.--~.
EXISTING - - - - -SPOT STING SANITARY 12"
SEWER " (2) 20 45' (2) 2d' 45' RJ BENDS NOTE: CONTRACTOR TO VERTICALLY LOCATE EXISTING WATER LINE. - WHERE 10' HORIZONTAL SEPARATION CANNOT BE MAINTAINED,
20" 45' RJ BENDS - - CONTRACTOR TO INSTALL FORCE MAIN 18° BELOW WATER LINE. -
G 130 - - - _ 1 CONTRACTOR TO ENSURE NO INTERMEDIATE HIGH POINTS ARE CREATED. 130
_ ANTI-SEEP COLLAR (TYP) ANTI-SEEP COLLAR DEEP COLLAR (TYP) CONTRACTOR TO LOCATE ALL SEWER LATERALS TO ENSURE THEY ARE
SEE DETAIL SHEET D3 90 L.F. D.I. SEE DETAIL SHEET =TAIL SHEET D3 NOT DISTURBED.
' I 'RESTRAINED '
JOINT PIPE 5 I I l
343+00 344+00 345+00 346+00 347+00 348+00 349-1-00 350+00 351+00 352+00 353+00 354+00 355+00 356+00 3574-00
SCALE: 1"=5' (Vert,)
SEAL SEAL &O~EED I F
DATE: MAY 2007 SCALE FD c File NuMeER
JOHNSTON G UN Cue'UNTY A MCE PROD. # 00358-0116 U7
,rOf a4a~". PHASE ( DRAWN AMH HORIZONTAL nw~NCNUM8ER
r1nOl m%/^ r-r%mf,r- @ AIAI nrglr.NFn rrr./reT 1-50 ® _ _
`R 8 SEA( a 200 MacKenan Court, Suite 200 EAST CLAYTC CLAYTON/ zv r v t., r vmvG ivi mi iv CHECKED DMH VERTICAL:
p ~y,p 032293 a Cary, North Carolina 27511 y d FORCE UNNREAUGNMENTANDEASEMENT REVISIONS _ 10/n/07 ,.q, a'. Phone; [phone], Fax: [phone] WILSON MILD S MILLS AREA PROD. MGR. BFB 1°=5
2 RESPONSE TO CONSTRUCTION GRANTS @ LOANS COMMENTS DATED 7/7/07 9/10/07 %i~'VOINryP N;e'',n,p, ' WASTEWATER pAIV A I
I NfTLANDPERMITTING RENSICNS 6/09/07.. ~eeg 1~ 4,°....?'``" na~1 AAQaQ26(/ E8000669i TR :-R TRANSMISSION HIGHWAY 70 STATUS: REVISION
REVN° r3Ew'i¶NS DATE ,59F°7 WWW.makimareEeaam FACILITIES IMPROV IMPROVEMENTS STA. 342+00 TO STA. 35$+00 s

i
NOTES:
1. CONTRACTOR TO VERIFY SIZE, DEPTH, MATERIAL AND LOCATION FOR ALL
UNDERGROUND UTILITIES PRIOR TO THE START OF CONSTRUCTION.
STA. 45+_3_0.00=
~cY\/ " 2. THE UNDERGROUND UTILITIES INDICATED ON THE PLANS HAVE BEEN TAKEN FROM
Ci STA. 51+83.40 INFORMATION MADE AVAILABLE FROM THE VARIOUS UTILITY OWNERS, THIS INFORMATION
° x x x x x k Ij( ~ x xU x x x x x / rr, x x + 1 x x x x x I L x x x x ~ \ r~ r ~C# IS NOT INCLUSIVE OF ALL EXISTING UNDERGROUND UTILITIES AND CABLES. THE
/ X \ CONTRACTOR IS ADVISED THAT ADDITIONAL UNDERGROUND UTILITIES AND CABLES MAY \ EXIST WHICH ARE NOT SHOWN ON THE PLANS. PLEASE BE ADVISED THAT THE
+ WOODS6 E x _ I~~ I.x x x x x x x x x x x ~1 / r/ 15 PERMANENT UilllT RMANENT UTILITY. UNDERGROUND UTILITIES AND CABLES COULD CONFLICT WITH THE FORCE MAIN
x x x x X x x x \ j EASEMENT ~ x x x x Al ~ x x x 10" FORAIN~ EASEMENT x I CONSTRUCTION AS SHOWN. THE OWNER WILL WORK WITH THE CONTRACTOR TO REALIGN
.x THE FORCE MAIN AND APPURTENANCES TO MINIMIZE CONFLICTS. THE OWNER WILL NOT
+ + + y x x / \ / / BY OTF CARS ~x a P OF BANK T _ x/ x \ _ or CREEK k k / \ \ I CONSIDER REQUEST FOR ADDITIONAL COMPENSATION DUE TO THE PRESENCE OF
CONFLICTING UTILITIES AND CABLES THAT ARE NOT SHOWN ON THE PLANS. x / \ 1~\ I COMBINATION AIR/VACUUM AND
/ SS r \ \~Z 11~\ 1 AIR RELEASE VALVE (FIELD
\
MJ NDyG 1 LOCATE AT HIGH POINT)
30' qqR ~Nf v / 0 30qRM( NEN? UTILITY = THIS SE I~ ( 0\~0 \ \ \
A EN _ -APEMENT BE/CONST LLG~ ,Q \
`16216 45 MJ-BEND - ~9 f ( 7 )
16" GATE VALVEI I / A y
/IA\ 164 -891-
' I x Ix x x >1A ~ ^k- 1 I (f r r ~ I l( ~ ~1 r rr r,~ r r x x x x Ax x \`A, I /I I / r- 1 1391 °7fr r
x x x. x.x x x- ti\ y~ / 7/ /r ---166 \\\~~__-pg1-,,.'-r ,I~~°rr;,'r r q,4, 00 x k x x \ x //S~ /rr _991- r r / //\I h WETLAND IMPACT FLAGGING IDENTIFICATION A
- I ~1 r r j~ r-------168---- ---___16"Pv -FOR Pyc-ii ORCE (MAIN / / / \ \ I i J COORDINATES (N^El FLAG DESCRIPTION
1 6 5~, \ 20' PERMANE UTILIT x x / / / f r A1,+,11T. EASEM T N=667986.79 E=2175775.17 FR AB2001 \
N=687972.49 E=2175794.37 FR AB2002 J
CJO \ \ \ \-\1521- 1' \ r x V1T SEWER
/ / r / / o \ \1 N=687955.22 E=2175823.20 FR A82003
THIS SECTION TO v `v v '154-ItdSTALL CL 1-RIP RA~ (MI % B OT~~S` - - - - - r N=687942.44 E=2175843.07 FR AB2004
BE CONSTRUCTED \ \ \is6- - t8" _W GEOTEXTI E r"
BY OTHERS \V vv `vv UNDERL~NER ENTIRE~15'7v r / , / r r / / \ \ \ \ \ N=687929.93 E=2175863.33 FR AB2005 0
\ \ EASEMENT-W1 H \x { / / / I v \-160--~ 1 ° \ I \ \ \ N=687912.34 E=2175861.41 FR AB2006
t6' 90 v v y V A x N v ob~l/~~~~ N=687897.52 E=2175876.71 FR AB2007
[ v \ \ \ x 6 /0~ ~ MJ'B N / / \ j" r / / \ ( ~1 \ \ \ N=687871.78 E=2175891.45 FR AB2008
\I 162, \ V / 06 Illl l ~l 1111 / / / rr° ~r A
I II vv v v AN X> 11111 fill Illl lW / / / / / i \ \ \ \ N=687857.19 E=2175893.66 FR AB2009
1 I Il v \ \ \x- ~ x 1 111 II 1111 / l / / r r / / / / / r r / ` / \ N=687832.94 E=2175908.18 FR AB1001
Il CONTRACTOR TO LIB DISTRUBANCE d>_ 116 40'f III II I }I1 011 N=687830.63 E=2175905.70 FR AB1002
CORRIDOR T 15' WIDE EA'SRED V I_ x p MIJ B (p V I I I I ! 111 I / r r r r
-ALONG STRE M CENTERL E) WIQHIN\\ X 1~ I 1 I 1111111 I I 1111 / xe //r r / / r \ \ / / / / / \ II N=687820.03 E=2175883.94 FR AB1003
NE F< BUFF AND STRE BED \ V I ~1 ~I I I I I III I I ° m I) I I ~o~ / r ° N=687817.34 E=2175866.36 FR AB1004
N=687837.66 E=2175862.01 FR AB1005
i\i. \i, 1 I I III INII 0 I / v r rr 50' 0 50' J10 ' j ~
E N=687850.40 E=2175878.62 FR AB1006
SCALE; 1"=50' (Horiz.) N=687875.07 E=2175876.81 FR AB1007
175
175 N=687893.56 E=2175865.61 FR A81008
- - - N=687905.96 E=2175849.13 FR AB1009
00 0 N=687934.16 E=2175833.49 FR AB1010
COMBINATION AIR/VACUUM AND O N=687949.03 E=2175814,45 FR AB1011
170 AIR RELEASE VALVE (FIELD +170 N=687956.52 E=2175794.90 FR AB1012
LOCATE AT HIGH POINT,
INSTALL MANHOLE RIM 12 N=687828.76 E=2175954.46 FR AB1
ABOVE EXISTING GRADE) N=687821.42 E=2175951.74 FR AB2
N=687813.50 E=2175930,98 FR AB3
165 - - - - - THIS SECT ON TO BE ~ N165 N=687823.90 E=2175920.71 FR AB4
ONSTRUCTE BY OTHERS -E-A STING-G D
160 - - 160
RESTRAINED PLUG
/ 16° GATE VALVE
155 P1 A(-.F 10 F 10 f,__APF ON - ~ - - 155
QFFJ_K IAMETFR ST N
28" DEEP FROM TOP OF / % -
BANK TO TOP OF BANK
150 i 16" 22 ' MJ
btNu 1 16" 90' 150
- MJ BEND -
10' - - 24" MIN:
145 MJ BEP 16 45' - - ---MJ BEND---- 145
EXISTING
- " 16" 45* -EXISTING - MJ BEND - 8" D.I,P,1 MJ - - 12„ PVC
SANITARY- _ SANITAR
5' SEWER - - - - SEWER
140 16" 90' -
MJ;BEND - "-PVC-FO RCE-MAI - 140
-T- LLA. _
1fi" 90' EE_DEIA HEEL03)_ -CONfiR OR-TO-If t - - - - -
0 MJ BEND -FORCE-" VAS - - -
135 -I R UMU1RED_T0~ _H1GH_SP 1_ 11011. MJ BED E~ 135
SEE-CROSSI - - ETAt ..,RCS
5 - - -
SCALE: 1"=5' (Vert.) 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 )+00 50+00 51+00
REVISION INFORMATION DRAWING INFORMATION
EAST CL) T CLAYTON/ JOHNSTON COUNTY e. o:72~\ ~ SHEET
0 CAI? Num Description Date Init Inlt Date ,,~aF. .ss pun~~ i ,A 111 n^A..n w
I I n w A I I I P1 A r% r° A
Aom~
Drawn B : BJG 02/01 v IVI LLJ HMH Department of Public Utilities
6114 16" FORCE MAIN Checked B DMH 02/01 4~ STA 40+14± TO STA 51+83± WASTEWATER I F ER TRANSMISSON P.O. Box 2263 G4
A rov6d B : TGB 02/07 OF. 2! (o
1 401/404 REVISIONS 6/8/01 BJG SCALE: Hor,1 = 50 FACILITIES MP 31 IMPROVEMENTS Smithfield, NC 27577 U~* of

NOTES:
WETLAND IMPACT FLAGGING IDENTIFICATION S 1. CONTRACTOR TO VERIFY SIZE, DEPTH, MATERIAL AND LOCATION FOR ALL UNDERGROUND UTILIT 20UND UTILITIES PRIOR TO
- COORDINATES (N E1 FLAG DESCRIPTIO THE START OF CONSTRUCTION. N
N=647349.592 E=2189205.621 WF S1 TT fr 5T4u wA. 2. THE UNDERGROUND UTILITIES INDICATED ON THE PLANS HAVE BEEN TAKEN FROM INFORMATION INFORMATION MADE „ 11,r 29
„TMTY # T' T AVAILABLE FROM THE VARIOUS UTILITY OWNERS. THIS INFORMATION 15 NOT INCLUSIVE OF ALL iIVE OF ALL EXISTING m. k 'y" J a 4s 4 x
N=647355.532 E=2189212.022 WF S2 w'T"af` r, r 3 xld i „ ys UNDERGROUND UTILITIES AND CABLES. THE CONTRACTOR IS ADVISED THAT ADDITIONAL UNDERL )NAL UNDERGROUND UTILITIES aw,a•.. 5 'a „ '
N=647330:407 E=2189221.352 WF S3 TP } t ~L a T a f AND CABLES MAY EXIST WHICH ARE NOT SHOWN ON THE PLANS, PLEASE BE ADVISED THAT TI- SED THAT THEY Y t ±,~qt g+ {s 4 i r
L iO~ I'I UNDERGROUND UTILITIES AND CABLES COULD CONFLICT WITH THE FORCE MAIN CONSTRUCTION N=647313.542 E=2189208.652 WF 54 r OWNER WILL WORK WITH THE CONTRACTOR TO REALIGN THE FORCE MAIN AND APPURTENANCES AIR, JSTRUCTION AS SHOWN. THE "
CONFLICTS. THE OWNER WILL NOT CONSIDER REQUEST FOR ADDITIONAL COMPENSATION DUE TO 'URTENANCES TO MINIMIZES
FF.. OF CONFLICTING UTILITIES AND CABLES THAT ARE NOT SHOWN ON THE PLANS x V LION DUE TO THE PRESENCE
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CONTRACTOR ,`>;tr , c > - 1 .co.`t,;v a1 z F 4h !a a. a } f n Yf, } F 1 ' TO LIMIT ~11STUR$ANCE ATER, t w
CORRIDOR TO 15" WIDE (MEASURED ~ ~ SsMN 1~ FtC ( IDATB
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AIR RE (FIFE i : 1. + PIPE CENTERED UNDER t :t :i .eT0.RD INLET' ) + tt GA IEA 7s $x~qz ~drv m,Y 1t i 3k. ' r i at SSMH ur,? a s
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SEE CROSSIN L ,W 2 ,r ii t~ n v - ' r r? E DET, L 5~~- .011?. +y y ; 1 £}ry wt Ir"?~f x. t n, ..v > C J„ IN
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165 . _ - - - t - . - - - 1 I _ 165
COMBINATION AIR/VACUUM AND ;
AIR RELEASE VALVE (FIELD
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166 G GRADE j j 20" PV FORCE MAIN 160
COMBINATION AIR/VACUUM AND EXISTIN - - - - ~ I I I
AIR RELEASE VALVE (FIELD -
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155 I - - ~ j
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so LINE ...I
5' MIN. - 18" MIN - . _...I , 150
_ _
145
12" MIN - ( - - 20" GATE VALVE 145
(2) 20" 221' 1 MJ BENDS
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140 3-6 - SANITARY SEWER - - - -
MIN (2) 20° 45 MJ BENDS - 140
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5' - I CENTERED UNDER EXISTING DITCH NOTE: CONTRACTOR TO VERTICALLY LOCATE EXISTING WATER LINE. WHERE 10' HORIZONTAL -
- _ ( _SEE CROSSING DETAIL "B" SHEET D2 SEPARATION CANNOT BE MAINTAINED, CONTRACTOR TO INSTALL FORCE MAIN 18" LOW WATER
LINE. CONTRACTOR TO ENSURE NO INTERMEDIATE HIGH POINTS ARE CREATED
I
130 ~ - _ i- _ 130
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5' 358+00 359+00 360+00 361+00 362+00 363+00 364+00 365+00 366+00 367+00 368-t 00 369+00 370+00 371+00 372+-00 373+00 374+00
SCALE: I"=5' (Vert.)
SEAL EAE 46
DATE: MAY 2007 SCALE M/&C PI Eq NUgMBER
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L ar 200 MacKenon Court, Suite 200 EAS 1 `+LAYTOI SEA 1: 1 S 032293 ~ p Cary, North Carolina 27511 ^y + 3LAYTON/ zv r vu r umk,t mmm ll, CHECKED DMH VERTICAL:
J meet: MAIN REAUGNMENTANDEASEMENT RE.VISIONS 10/22/07 Phone: [phone], Fax: [phone] V(p~) ~wy.~~LSONS ~~LLS~ -5 MILLS AREA PROD. MGR. BFB 1"=5'
2 RESPONSE TO CONSTRUCTION GRANT N LOANS COMMENTS DATED 7/3/07 6/10/07 ° a ~ `~Ny¢ AA0002667 E80006691
I 'ETLANO PERMITTING REVSIONS 6/06/07 ej ® 6 ~1~A4?TE ATEI A TI AAN~ Rte," DESCRIPTIONS DATE ~%+"°FACILITIES IMPROVE R TRANSMISSION HIGHWAY 70 STATUS: REVIStON
R VI I N www.mckimcreed.com MPROVEMENTS STA. 355+00 TO STA. 374+00 3

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YARD INLET „ OPEN ~.,~Np iY o CU 3 ; , : ,.I,,~t+r +.3te 1t ,a. :+BMMEN, y}~ alt S t , e' 1 sf G }to- r - yt, F3S~'e yt b s 3s stF. . r 2r' 7 id>iLt`4 ,{ap {x MDU Ta d rj
i.., ' w t, TEGTON (SEE XM y, "trl., k.`ra "st v: POINT FM 3 f' pd s< 'tt r W's.. 4 a$af 4a r.f u. b h F~. rr y,#L"*w lg, rt $YYU aye rv rdw ~ s ti# x~~
N ~y DETAIL SHEET D4) u~ 33 , , .POINT FM 4 400 LF OF 20" DUCTILEIRON PIPE ro T~a~! ,r l IS x a+ " ~,.d " "-4, U' WITH NBR GASKETS (SEE NOTE 3) c
EXISTING 4 L en
W I
1. CONTRACTOR TO VERIFY SIZE, DEPTH, MATERIAL AND LOCATION FOR ALL UNDERGROUND UTILITIES PRIOR TO FORCE MAIN POINT TABLE
50' 0 50' '100' THE START OF CONSTRUCTION. COOF COORDINATES (N El POINT DESCRIPTION
2. THE UNDERGROUND UTILITIES INDICATED ON THE PLANS HAVE BEEN TAKEN FROM INFORMATION MADE N=64351 SCALE: 1"=50' (Horiz.) AVAILABLE FROM THE VARIOUS UTILITY OWNERS. THIS INFORMATION IS NOT INCLUSIVE OF ALL EXISTING N=643514,16, E=2191118.74 FM i
N=64345 N=643454.79, E=2191221.52 FM 2 WETLAND IMPACT FLAGGING IDENTIFICATION RR
UNDERGROUND UTILITIES AND CABLES. THE CONTRACTOR IS ADVISED THAT ADDITIONAL UNDERGROUND UTILITIES AND CABLES MAY EXIST WHICH ARE NOT SHOWN ON THE PLANS. PLEASE BE ADVISED THAT THE N=643381 N=643388.94, E=2191311.62 FM 3 COORDINATES (N,EI FLAG DESCRIPTIO
UNDERGROUND UTILITIES AND CABLES COULD CONFLICT WITH THE FORCE MAIN CONSTRUCTION AS SHOWN. THE N=64333( N=642741.97, E=2192458.30 WF RR2
OWNER WILL WORK WITH THE CONTRACTOR TO REALIGN THE FORCE MAIN AND APPURTENANCES TO MINIMIZE N=643330.55, E=2191437.20 FM 4 N
N=643311,94, E=2191491.64 FM 5
/ CONFLICTS. THE OWNER WILLLNOQTpRC~O~NCSI~D~EaR~REQUEST ~FONR~ADDITIION7ANLF COMPENSATION DUE TO THE PRESENCE N=643311
2'~%l'° `'"ri'y ! ~E'1~ eW~ .0'~ ~P"`' y ~^v ~^e ` 1^e~ N=64326; N=643262.39, E=2191636.06 FM 6
3. POTENTIAL SOIL CONTAMINATION WITH PETROLEUM PRODUCTS IS SUSPECTED BETWEEN STATIONS 418+50 AND
422+50. THE ENGINEER'S REPRESENTATIVE OR THE COUNTY'S FIELD REPRESENTATIVE WILL MAKE THE
45 DETERMINATION DURING CONSTRUCTION IF DUCTILE IRON PIPE WITH NBR GASKETS 1S REQUIRED IN THIS AREA 145
i
140 140
I - I I~ 1
135 . , _ 135
I I - 130 EXISTING 4" - - - - - - - -4 - WATER LINE - -
30
CONTRACTOR TO INSTALL FORCE
MAIN AT ELEVATION REQUIRED TO 20" PVC FORCE MAIN CONTRACTOR TO INSTALL FORCE MAIN AT
EXISTING l i AVOID HIGH SPOT j 36° RCP EXISTING r-- ELEVATION REQUIRED TO AVOID HIGH EXISTING GROUND SPOT
125':°h--_°"1'"'S
i _ I 125
L
- ~ - - ~ ~ ~ EXISTlNO 3 -6' - 15' RCP
- MIN,
24" MIN, COVER -
L. 120 - _ _ _ I - - - - 120 -
i 24" MIN. -i - a - - - 24" MIN 24" MIN.
20" 11 MJ' BEND
115 MJ BEND 10 2D BENDS 45' BENDS
- I. - MJBEND I 0" - 115
20 11' 400 LF ITH NBRFGASKEDTSCTSEEI OTEPIPE _ 20" 41 20" 45' MJ
BENDS W BENDS
110 I -A -A 110
5
~ t I I I
} ~ I
Q 105 . 1 _ . _ r l _ 105
I- I I j ! I i _ I
5 416+00 417+00 418+00 419+00 420+00 421+00 422+00 423+00 424+00 425+00 42 426+00 4274-00 428+00 429+00 430+00 431+00 432+00
SCALE; 1"=5' (Vert.)
SEAL SEAL DATE: APRIL 2007 SCALE M&C FILE NUMBER
-
GAS A~aa DRAWING NUMBER
• s ; ° p P uREED PHASE I DRAPROD. 0035$-0116 CU74 DRAWN AMH HORIZONTAL: ,
F444kA.-~~ I F JOHNSTO'N t [=A~OZT ri AVTn ('_i AVTr Nl/ e)n" InxI % i'n ! rNr- kAAIAI NFSI(;NFn CCC/CAT 1-50
<"4' `~'>6Y i va aw o wvi a ~ e w
SEAL 200 MacKenan Court, Suite 200 WILSON'S MILLS CHECKED OMH LVERTICAIJ 3 MILLS AREA
032293 e Cary, North Carolina 27511 ° tifi ~a ;.JA Phone: [phone]L Fax: [phone] PROD. MGR. =5'
2 FORCENAIN REALIGNMENT AND EASEMENT RENSION 10/22/07 "P y~G~Nb WASTEWATER TRANS .R TRANSMISSION IG-IWAY 70
i RESPONSE 70 CONSTRUCTION GRANTS N LOANS COMMENTS DATED 7/3/07 8/10/07 ~Bp- R a}..... AA0002667 E80006691 IMPROVEMENTS I- STATUS: REVISION
REV,NO. DESCRIPTIONS DATE P liB<~ FACILITIES IMPROVI a,9 I N ~ ~ www.mckimcreed.com STA. 416+00 TO STA. 432+00 2

A NOTE i `4'wxtt 4n rti ! r Is. t .a ut r 4' a ms4~f' rh`N w 31'7X:xra i r a w.s , > ~w dd" P 4 .,.4 z x t+y, i • x1 # }v r t r.. nI 3 mn e K.x "rr 'u ~YS', •y "v~'as'W t , • + r ,x tk knz t k ` r, , " r,~s1 r? t 9 ,+T. t }w , , r Wi a d,, f r rti~~ 4 J "nNr r v k , .S , t„,e z s
§x,ck;; u t ny„ 4£ s v:: r,r pr". t +SL iy rr; UM1, s.,i+tr,,+,r +a ,?o .5 p'$`,rr 15 Ye a `,ti',. t„` ,t.t tut Fm,.. N a 3 •m, a#` yX, 1 r,:lxdl rt, M rX~* m4f~H„Y X°dva;, tv .mr#flw,,, , uN .:xr+rv ;f` mYx a t x w'' i > ;4 41 " 4S i Y £ dl § "r µ!r,+ .q.p r# a r ,
1. CONTRACTOR TO VERIFY SIZE, DEPTH, MATERIAL AND LOCATION FOR ALL UNDERGROUND UTILITIES PRIOR TO a w' s ~~fr•kp~rgrar axier r ~j b rr} rX, „ tst ",V;"ak 'r$yy,,. S4r 3,,. rkir3y 1 t r rc" ,tx" y Y' r`b rrs 4i:{t, +r tt`'Sir,m ys,+"r r''4fi„`~ y. J +~a ~r kroixw"'@ #t 3kY ..X l st; '.;J t" v;""{#:" t m.,. iSt
L. THE START OF CONSTRUCTION. f rJ < 9 ~ iv r Jt T'„wews4fW s#+aJ' x { xya # ? x~k s p S r m, rt Y F Yi j m ~ ss 1`5. x to r,. y 3, r q'`:#'t rgy,rvr„ 4Y ..iv'.„ "i ,4. ,:,i ~f ..xr. .li T 3 ~c.~: >rr >rari ra ~Y£l '.~{fit r o„' it Nti. ,Y'u ,~.ir S~ M l n,• , t,' ,.d ",ki r.;,.,;, tmgr "•$.S f r, ,al• aaa4, S a tix"{ ;nlY e n.h., Z$'r'S5 !u tint,.., tx m! R 4r r,.<S XFa,;zr „4,; , 1; , rss ,.rftrti r X P" 7I .4; S; r .y ))fi }j'~ k3"~ J„'r', ~ {z~,~ ? ft } t 4 i 1 h 4 '_:a„ ~ ,•-.ri .,:.;t, ,.x' , u + Y, „'3„t t ,,.e
:ti,'4Y. Y, 4 d5, Sw e "ff xi i,y, nu... fztit~xm .!k ky,. .5 f ! 'r~~l 4 s"Yt ! k' 1,,. ~:4. e. i rkr~ 'rt "a, a : ;9 m Yrd b{ i 4~ t `?r"X .X'"ii #~y st rv tt, ~,raa ,,4 r"r ! ~ ~ 3. Jr , f ;era , / (x'n, xt,X„ ' b .r." .l v f1r) r ",s.o-+°'' t F 'st,.'3 k i,*;rr,"sm a;rjk r s z 5 r:.` z} ;R'.:., r:{ ~5r ',"t,t .Sa t, '++wv~+'rr' t . Y. J e n s e;r•.°:X . ,e t{i ; >f h4 tie ;.4 ,:?i. h ~ra wv rmv "x+ yrrs~ . ,S a '
r m EXISTING 16 2. THE UNDERGROUND UTILITIES INDICATED ON THE PLANS HAVE BEEN TAKEN FROM INFORMATION MADE WATER LINE AVAILABLE FROM THE VARIOUS UTILITY OWNERS. THIS INFORMATION IS NOT INCLUSIVE OF ALL EXISTING' m r' ` w'„ t $r „rS S ,r 3S , d<,s§?k,` .X a a Ya'r i. ¢ r,:.,r' aFt ,58A'ke 1k m
r ea x 4J,'' UNDERGROUND UTILITIES AND CABLES. THE CONTRACTOR IS ADVISED THAT ADDITIONAL UNDERGROUND UTILITIES •x.C:~`~"` m`Y+ "'*r•+r,~, to rr '~$I>txr a 4 6.. A4 3 ! r r ~ i~ rP .k.,a~,~: t ",i§ r x 9 ~ z 3 ,r rv r 4 M 4~ t r 3';I,R{ m+f ¢ 5, 1 r r , ,ri
2 AND CABLES MAY EXIST WHICH ARE NOT SHOWN ON THE PLANS. PLEASE BE ADVISED THAT THE s {$sry s~qx"''`` raS m„;4. a:S;~'~ YY'"xla #S:' tt ~uJ{r.. !'r r3r'm r ~r,<vr'x#ri. 1wr "''r .FY ti?rr,' `Al 4, S. "'1 °,•tti~'tY. ,"ta k s'i~Y,. ;y'ARxS'Y^~i4ifi kfr "Xsts % J;a,(tS F,:`s's... s ff~c` ?i':. ;iY+"„l i" t '^tf ri ~`+d^
UNDERGROUND UTILITIES AND CABLES COULD CONFLICT WITH THE FORCE MAIN CONSTRUCTION AS SHOWN. THE n ~JS,3 {f ;yl 1: r ~ Y, x: r tiI Ft `3`ytiinY r r S 3„' ;~'r't {rPS, ~ 3. ~Saa# , ~s ' s$ u~~~rAx„ x,t f ,N,ti , ~ ' y,t ,4"r~r 4J $r xtxkri E ra :,aa x ra& k kr,Y> , 5;. a, ~ tr i l r r s r I 5J,; ~ ",,,~5' i'k;i t ~,t > ew S X'y ~k J d 1 c 8'k wv
A s~ OWNER WILL WORK WITH THE CONTRACTOR TO REALIGN THE FORCE MAIN AND APPURTENANCES TO MINIMIZE? ~x"ATaL F„~~ `a t''a ;a > g r t r "R'"".4) ~ $ s +k n f"'. + r ~ ~ s» ? K ~rm6~ 4 5~r~ r ~ r :at ld~# 3 `i\ S,~t,Y ~R.,F "a i 5• 'Yr S s, 9Y+ t v:: i r,sA'" ~',?.~.rYw x tlt "'r wxrrk' ; ^,k~i it ru~~ n% ~ rrk}9Sw'4 r , r: rk 4 r.: r ,o {d+'~"~ "Y"9 ;a•~;. i `rb: +w" , r ~ " Lr, , 5~
EXISTING 15" CONFLICTS. THE OWNER WILL NOT CONSIDER REQUEST FOR ADDITIONAL COMPENSATION DUE TO THE PRESENCE 110 m ~ r k•,kyy~~rv~~A rry ~1":.:'u,<S ~,,j ,U?& r t"a'',~w t&t'a'si iFl~k ~i~,rcm ~zS'1< i~ y, m,crt ~ F rr dyiF.s y„ ,"c~`~' xY> X r"^;q~3'4 y`~,Y~,, Ya>A~"at 4„ £ $ ' -0 Y Y ~ k f ~.,f #I r, ~ N d Wr~ar !a '~fr'9 ~ n ~;r
SANITARY, OF CONFLICTING UTILITIES AND CABLES THAT ARE NOT SHOWN ON THE PLANS. SEWER ~(a Y" Tt ykf c4. ~ '~,J . g:„) Y~ fe(.' N, l 43'k5, rr o-lt~;+ ~c~: F vFY 's 5t k' "t'r3 i tk i t 'i 3 a2 k of » aY ' r 3k h Y r i {a to + v J "t~ 3r, y'Y"rP in a^>.r t 7 `i" ait 4t '1 yw~. ks, ,.Y rz •RtNSt 1,~w ' .Y. .
Y ~h ,p d•,,i " M,tl v $r vw:t sdr , t i 1x'".. "•Y s a kYn' xa J, sIdi , 4 a ~r IF a ~w1 n, it 9. r rYt~"tt~' : ~S~y ?'It~yrr , Ll` 4 Ss S4Y~ ai + t°~4 { r ~ } @{tyy"~'i t ti: 4 ~ur y 9.r'~9" i~ s (i , A ' ' k tv >X, yy . a„ SY n 4 # y"r rs t Sri id
r "'wA , f>t J a , x T t u 4 s i1 `rf w,~ f >u ijt a' r"',,~' ;bJ' Rim ,i s•: h a 'efY"# .rv tk'E r ft s d r S sx e'n ~*qk. .Y v 4 rrr rr a , i u k 1 s rx># J"s"";""{~ h" +ti "t.E t a .*.,,a„ Z,+
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I' V `3 :Y 'r3 sd 'NMh„ u r 3 # , v . [ 3 r 4`J 36r ?t:v rw1 'tl Y J P ~'t s, r ,s r t a ss f r'!~:' r 4~~k,it'•7.`mL""'t 5''r1 uG',:t,~5} 6r a Nf',{v J`j r W w\ rr Sri kr h i, ~A14 ,et ,"'<s '1011 ,5' +"uWk: b, "..r t Xr. 1 ~ry " s"'+x~r %xror l"d 'f 3 r~' .r„a ;i'~r;+ YyiF r t i.
`,w„.y ,fit h ^ ~f, pis, ' R uA: t b d. a ~ rya t~ ius a s", ~qs . 3xz7r [ n tixX.,is v~4~ xJ 3, Xti 3x 4`4v„,~yt'; isF rtrkf'$ I ~4'rir v ,Yr s, 3r, srx d r. x>.':a 'r5~ y+ r •,r 'a,; vr9, '•4 s+;; sh: rr a+'^ u,.c ,3~ sr ar`'Xi+w,vi5 u;kSis2 g'kx:; ~i h'„.,Xt fr X 54!"r1d r;a, kkf. ,S`. 'rrrt $ 1hdn.},.;
OFF EDP (MIN)" TLii~ F ) H T,. r 'wrv' ! a xa w a :.v ,wmsnream,l~iw w+nnw,wm..amaai~m„m sr z raJ ~,3,~ a,'" F! y+Nr 2wr4 ,:i1,r`krY'''?.4 t +,t" ~N 4k' 4' '?.'.r sra'~•r a is~ t,k 4 'iii' E,: rna ;y, tY 2 nyn 'ir' yr sh rs:'ar' 4t r~a `#"tsrp y' ~r'iS rrt ,rt, 2``rt' ""o-.'e
s r u`~ ~St st r EXISTING 12' m ¢ ker f JtTB"a y,4i d 1 xd kz1 r ,rJ 1, 1" #f Y.r Srr; #t{,,4$;~ # t at°x~ r Jxx~yu{ ) S.# t r r s r'
h~ FORCE AIN VALVE 4 h t }ix m 0 r ~ $T} 0°~1 r r h„ ax' l ~?S~n~~~ t~~ r, fy,. r ,~>fd i • ~ „ y„3l..ry i4ti#t 411 -ran 4u~drl`um ysYDq~jd~~,i`r?N Srs rh, e. d ~"O rv~ ~r f ~~1 ,z ~ ~y~"'i p,.
COMBINATION AIR/VACUUM AND " 4>T'1T+r ~f ACC ,k t?k3 4 m s fiS r /rx r{ rak3 4 J r ~ru, t~. t £ a s a r t~yr r: r 1~z
T EXISTING"CREPE MYRTLES ~T01 t AIR RELEASE VALVE (FIELD DO NOT DIS"U01(FXPr}, . x, ux x F u t113ry~'x+'„~' mJr' :irr aaf J~s#* '3 r/Sa#v s.SaL :-.S 4,, < t ` Y mfr as„~s;
LOCATE AT HIGH POINT) h s 4XNrhs, ~ b #r `C~i t < v xRq b~Ix t r ~ Y i5 t~~'~rf FS ~~s r Jr r .";y z x{ ~z'~'" ti ~r £"i z, t, N r t f N.nr b X r a Ej 4 ' r n'rra 5 ~t .r- u#~tlfrtm ~ : k:.M1r <~r ~~z.,; "~IXrtw ""a~w
fol
20` OFF EDP (MINAIYMPVFCRCEIAIN a a ~ t?C; y {Po 4
fJ ,x 1+ yAJ° r , 3, 34 tul-l smt k Yt +r a 2 fi XY"e.~ tx, ro 7 r~r zh k „„U '{Ati " »"s s
f h ; 4.,, .1~ ° k,'JS wr 41! v •ii:, sf rl ; s r i r1 s',FCe>,pr, , rh?, \r
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BRIDGE " ° EXISTING 1
A T'F FORCE 'M' IN
7 I ~ ~~a LI f ' "r ,+,n r (ems Y t Sx: tG / x "Srz ls,,, rvkA r, ~n?
COMBINATION AIR/VACUUM '~4 yl'^ rfid" to a m , ' c, `Cl~'a ~ ,x r r NF v n ~ tti
r AIR RELEASE VALVE (FIELD ?.1 r fir. a,',' 7 PH arr ~rr ' u 7A~,T~ON A// rfA r r v T
AT HIGH POINT) NLAI f ~ r ' U' r m x v y mr y,,;,,,
x ON P l . " ~ lx 4 4fi ~~~~y
u D~ ar @~ k ~ ~ ~:~f~, sw s, s 3 rwi{~N x p 3 'l ly 5' + ,f v q rX, ) N~ L Y S rS( `S' t~t Y( rv * e
' v f L7€' i ~ r e t5~ m, s t 4 'm t x nY b" ,
, r , rrr' 'KK F ' t s s 1xJr# ~r + Y i" t "sF,x a r'e¢ a i, } `5 22~ ,:r°+' y}pri fir. ~'S , f+° ~r ~1 Y i E mtt n~AvSL° 4 art s# x{ , a4 4~5 #9~ #4<' X„Y^A
a 4 a k, y t g4Ys , r a xt ?'xc F sr>.It \1) 2O' 22 cr,.:. ( - " ` s t t' yyr a Js 1 ' ~A MJ BEND ,Try y 2„4.
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LOCATE AT HIGH POINT) 30
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AIR RELEASE VALVE (FIELD - CONTRACTOR INSTALL FORCE INSTALL NCDOT CLA EXISTING 12 nt+"r~xf x _ NCDOT CLASS11
LOCATE AT HIGH POINT) - - - - - - - - SIP RAP (SIN, i$"_-1 MAIN AT ELEVATION REQUIRED (MIN, 18" DEPTH 4F`r„t GATE VALVE
TO"-AVOID HIGH SPOT - - W/FABRIC); ENTIRE 1 t , kr ~ ?IC) ENTIRE WID~H " rc i g"
OF DISTURBED AREA 125 104' SPECIA _ (URGED AREA, 25 20" 45' k Sx , ti
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- - - , - 20' 45' ~ I MJ _BEND -I CUT IN 24 x 20"
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120 _ 20 + ;r EXISTING 12"x24" INCREASER
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COVER 20 221' 24" 22.5' BEND
_ RJ BEND
PERMANENT UTILITY EXISTING 24"
20" 11.25' 115 \ EASEMENT FORCE MAIN WETLAND IMPACT FLAGGING IDENTIFICATION RR 15 COORDINATES (NNE) FLAG DESCRIPTION
RJ BEND
N=642764,02 E=2192491.79 WF RR1
I NOTE: CONTRACTOR TO TEST PIT EX. 24" FORCE MAIN TO
- - 20" 224' DETERMINE EXACT LOCATION, ALIGNMENT AND DEPTH PRIOR TO
110 204' 45' - j _ 2A" PVC FARCE FAIN _ C I _ 10 INSTALLING 20" FORCE MAIN. NOTIFY ENGINEER IF CHANGES WETLAND IMPACT FLAGGING IDENTIFICATION SS dD I ARE REQUIRED IN ALIGNMENT, FITTINGS OR DEPTH OF
MJ BEND - - - RJ BEND PROPOSED 20" FORCE MAIN. COORDINATES (NEE) FLAG DESCRIPTION
10' _ N=642399.77 E=2192938.02 WE SSi
(2) 20" 45- 45' '
RJ BENDS :NDS N=642373.61 E=2192933.90 WE SS2
105 CUT IN 24" x 20" TI 05 N=642336.15 E=2192911.56 WE SS3 24" x 20" TEE
W/ 20" VAL' W/ 20" VALVE
5 -
P FORCE MAIN 20"1 D.I RCE MAIN WETLAND IMPACT FLAGGING IDENTIFICATION TT
00 RESTRAINED JOINT JOINT i 00 COORDINATES (N.E) FLAG DESCRIPTION
N=642223.76 E=2193285.05 WF TTi
0 N=642220.33 E=2193245.87 WF TT2
if N=642234.32 E=2193231.21 WF TT3
I N=642251.66 E=2193186.96 WF TT4
432+00 433+00 434+00 435+00 436+00 437+00 438+00 439+00 440+00 441+00 442+00 N=642259.72 E=2193177.34 WF TT5
N=642228.27 E=2193171.90 WF TT6
SCALE: 1"=5' (Vert u
SEAL SEAL DATE: MAY 2007 SCALE R
6 I MCE PROD. # 00358-0116 ~L1, DRAWN AMH tiORIZONTA~:
0 01 ygBy,~~r ~~e/Op e~
q~ ! 1 r ~1 e m F m IF 0r) 91 o It% cnonc AA A1KI DESIGNED CCG/CAT 1"=50'
SEAL ; 200 MacKenan Court, Suite 200 EA+~T~~YT ~ L! F V I WI \ \-f L- IVI Y%I I \4 CHECKED DMH VERTICAL: U44 I
Cs03283 Cary, North Carolina 27511 t
a «a a roxeEMaNRAUaMErvrrROEASEMENT REwsions a/~~/R~ < Phone: [phone], Fax: [phone] WILSON'S MILL JAS MILLS AREA PROD. MGR. BFB 1°=5'
"ER TRANSMISSION HIGHWAY 70 STATUS: REVISION
1 AEMSE0EiOT5N0N' NNff~BUF(YUNiS & LOANS COMMENTS DATED 7/3/07. 8/10/07 I P91n~ AA0002667 EB0006691 WASTEWATER T1 AA
RE4,140, DESCRIPTIONS RATE p p~^y R I N www.mcl<imcreed.com FACILITIES IMPRV IMPROVEMENTS STA. 432+00 TO STA. 442+47:± 3

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5~14`vAr~~' d y ,P s~ c h z+r~f','71( r CONTRACTOR TO VERIFY SIZE, DEPTH, MATERIAL AND LOCATION FOR ALL UNDERGROUND UTILITIES PRIOR TO { ~ ~ t
ty rc t THE START OF CONSTRUCTION.
R.~ ftr ~i°y;` 4 Sr z< ,i.. Et a r o 'f x n U d i ~sa' a k rt e ~ 2 ! t f ~r 1z„ 2. THE UNDERGROUND UTILITIES INDICATED ON THE PLANS HAVE BEEN TAKEN FROM INFORMATION MADE
Lea ~ A~ ~t } ~ t'sv frv ~ N. + Aar " f u b V rr r s a e ~ - f r'~ .I ~ ~i -2 t i n a' z ii rn tfj } p" AVAILABLE FROM THE VARIOUS UTILITY OWNERS. THIS INFORMATION IS NOT INCLUSIVE OF ALL EXISTING
UNDERGROUND UTILITIES AND CABLES. THE CONTRACTOR IS ADVISED THAT ADDITIONAL UNDERGROUND UTILITIES
S~` r' a 4 ~ c v a i 4 ' Sb K?~ ar,, ~L ~ sLUizrai' t t "$i d t ft p C:? AND CABLES MAY EXIST WHICH ARE NOT SHOWN ON THE PLANS. PLEASE BE ADVISED THAT THE
t E t' }ta N+ r + } r~ t. r (T~ tt'r";L~"}tr UNDERGROUND UTILITIES AND CABLES COULD CONFLICT WITH THE FORCE MAIN CONSTRUCTION AS SHOWN. THE
t Yy~ OWNER WILL WORK WITH THE CONTRACTOR TO REALIGN THE FORCE MAIN AND APPURTENANCES TO MINIMIZE }u '%J'?;t,. r :zrMtrxtiwws;£"" , r rs gyp` ' n`„' £Z, ;
CONFLICTS. THE OWNER WILL NOT CONSIDER REQUEST FOR ADDITIONAL COMPENSATION DUE TO THE PRESENCE OF CONFLICTING UTILITIES AND CABLES THAT ARE NOT SHOWN ON THE PLANS.
I _ _ I WETLAND IMPACT FLAGGING
a_ I I I - NORTHING EASTING WETLAND FLAG
' WFFR1028
j 65 18' 2184561 FR1025
- - 190 _ - 190 658275,93' ' FR-1027
' FR-1026 658277,94' -2-1 BA519,9J'- FR-1024
658311,50' 2184493,98' 2184512,46' FR-1020
4.51. 8451 FR-1022
185 - ' FR-1021 185 658351,26'
2184488,29' FR-1019 658370,75' 2184472.33' FR-1018
2184465,01' FR-1017
2184335.05' FR-1001 6586,39,86' 2184284,29' 658661,43' 218429702' FR-1003
- - EXI TING 8" - - - - - - - WA ER LINE
80._.__._-... 180
658618,03' 218429t9l' FR-1004 6 2184313,18' FR-1005
_ EXISTING GRADE ' FR-1006 558553 45' 658537.01' 2184316.11' FR-1007
6 2184326,84' FR-1008
175 175 658485 55' 2184337,74' FR-1009
' FR-1010 -k
18' MIN. 658469,49' 2184371,85' FR-1011 ' FR-1012
_ 658494,55' 44 FR-1013
658474,137' 1 218 FR-1014
- 170 _ _ 44460 658457,77' 21844 7' FR-1015
- - 170 4 4.17' 21844 FR-1016
I I I
i COMBINATION AIR/VACUUM AND AIR
RELEASE VALVE (FIELD LOCATE AT HIGH
165 - -
10" PVC FORCE MAIN - - r 16 POINT)
I ~ t , I
160 - 160
f
j 3'-6" MIN. I
b .
55 - ( - - - - : i - - - 155
I
(2) (2) 10" 22 5'
- MJ BENS - CONTRACTOR TO INSTALL PIPE AT
0 150 - - - . - 1 ELEVATION REQUIRED TO AVOID A
- - ANTI--SEEP COLLAR (TYP--OF 3) HIGH SPOT 150
SEE DE {AIL SHEET D _ I 1 ^
7+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+0 SCALE: 1"=5' (Vert.) 25+00 26+00 27+00
SEAL SEAL DATE: AUGUST 2007 SCALE ^&c vf~ eu+eeR
46
8 Ofd ~ M~ ~ A fzeFp APIA MqMM&CREED 4&~ PHASE I MCE PROJ. 0358-0116 C(~ I ~G DRAWN AMH HORIZONTAL: oanvrlNC euMt3eR
I F JHSTON C( ' L~ e E! AQ'P f+l AVTl1 f*1 fl VYf1R I/ IF 1 r)" 0 \ It E-n0 E- A A A I P I DESIGNED CCG 1"=50'
E 200 MacKenan Court, Suite 200 ' ~'Li11 uLm r I viv/ I u r vu r yr\tat® We~101 CHECKED JBFE3 LJICAL:
032293 j Cary, North Carolina 27511 WILSON'S MILLS
Phone; [phone], Fax: [phone] WASTEWATER TRAM, MILLS AREA RTRANSMISSION CITATION LN.
2 EASEMENT RENSIONS 10/22/07 ryesee(''~q`* 6MFi CHEEK RD REALIGNMENT PER JOHNSTON COUNTY EMSION 8/10/07 ,~~ag!!a~yTRN\SS~ AA0002667 EB0006891
etv.NOE DESCRIPnONS oar 47/c/ 0 www.mckimcreed,com FACILITIES IMPROVE
R N MP/ R®VEM ENTS STATUS: REVISION STA. 16+00 TO STA. 27+731: 2

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,s r cvnl ',EI y ~'¢,iS { yY' ki3z xe4 yi s5b 3isa ;3 {+ta ~3m es 3,p1~ r'd`isr5
1. CONTRACTOR TO VERIFY SIZE, DEPTH, MATERIAL AND LOCATION FOR ALL UNDERGROUND UTILITIES PRIOR TO :CONTRA SHALL C ~THE START OF CONSTRUCTION. McPElU0'L,[1 WITH t?dP>µLf xr ^ 5 3 i ya av YS q§ s h ~ s m ci 3 a ? `~'iv 5 f YU, 1 } .F q,d ASx~sk }13amisEi Y..++,,Q{vvu. rs v U ;Y.i' f e+ t
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'8' S p iC55~,^x87 tYirn Y k+{ti ~ y~X< ms. y aFrF I Y f m ^
2. THE UNDERGROUND UTILITIES INDICATED ON THE PLANS HAVE BEEN TAKEN FROM INFORMATION MADE ( ,n AVAILABLE FROM THE VARIOUS UTILITY OWNERS, THIS INFORMATION IS NOT INCLUSIVE OF ALL EXISTING 'stt{y3 quap ,,k}. v~;«k~ k u'u' " 6 r. „t{~5 ~.s {,CY ` y "
UNDERGROUND UTILITIES AND CABLES. THE CONTRACTOR IS ADVISED THAT ADDITIONAL UNDERGROUND UTILITIES ~r r„03"~ 1,reJry#~
AND CABLES MAY EXIST WHICH ARE NOT SHOWN ON THE PLANS. PLEASE BE ADVISED THAT THE omY A4Yw`£
UNDERGROUND UTILITIES AND CABLES COULD CONFLICT WITH THE FORCE MAIN CONSTRUCTION AS SHOWN. THE t x ?n ~ u~; 5! y , m"usx to a i^u t ro ffi Es a r d 1 r}. 5° ~ ~ "OF, Y~ya t` ;'Y~ o ar A~d~ "k s+I~~
OWNER WILL WORK WITH THE CONTRACTOR TO REALIGN THE FORCE MAIN AND APPURTENANCES TO MINIMIZE F~1 95 ti~ . r yl iA R, 0 ' S t ,H 4 ~ Y'rk J ~W~ 1 r f, P Y.id,
CONFLICTS, THE OWNER WILL NOT CONSIDER REQUEST FOR ADDITIONAL COMPENSATION DUE TO THE PRESENCE
OF CONFLICTING UTILITIES AND CABLES THAT ARE NOT SHOWN ON THE PLANS. ~rFr T l re ~}sk F k' Yrk k4f"f1 YF ' s s !N d 5 ry d y ~~m 'A e5 ! "1{s"ii' y Ysyz F a" s sk,g4x's j K) to
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S N=658700.98 E=2184327.59 WF VV4
50' 0 50' 100' N=658709.43 E=2184305.79 WF VV5
N=658726.40 E=2184277.51 WF VV6
SCALE: 1"=50' (Horiz.)
190
1eo ~ I
1
185 i - - -
1 185
EXISTING GRADE
CROSSING °B°
(SEE BID FORM) _ 1d" PVC FORCE MAIN
180 180
I '
175 I . . _ 175
i
170 I ~ y _ . 170
EXISTING 8"
EQUALITY STATION PETROLEUM LINES INSTALL 10" D.I.
AHEAD STA. 22+30 (C51A)= - - PIPE WITHIN 100'
BACK STA. 27+73t (C50B) EXISTING 16" EXISTING 8'x7 RADIUS OF WELL
PETROLEUM LINE 65 CMP (3 EA) - ._N--' i- 165
10 EXISTING 10"
HP NATURAL
r GAS LINE 10" GATE
VALVE _ { - - _ 160
3'-6° MIN 3" MIN.
J-_ COVER ER
t 10" 90' MJ BEND - -
10' \ MIN.
- } 155
10" GATE VALVE E
1 JOINT 10"~ FLANGE -
12%10" FLANGED X P.E. DIP (TYP REDUCER (TYP. - - BOTH SIDES)
150
5' BOTH SIDES) 150 12" SDR-9 CL-200
:BUTT FUSED FLANGED ED
THRUST COLLAR SEE 4' MIN ADAPTER W/ SSTL I i
DETAIL SHEET D3 (TYP. LAP JOINT FLANGE
0 BOTH SIDES) (TYP. BOTH SIDES)
12 SDR-9 CL-200 - 145
BUTT FUSED HDPE
PIPE -
5' 140 I _ ' _ ~ ~
23+00 24+00 25+00 26-I-00 27+00 28+00 29+00 30+00 31+00
SCALE: 1"=5' (Vert.) i
SEAL SEA DATE: APRIL 2007 SCALE M&c Fi E Nur9
['&Mja4&CREED uu JOH T N "UN PI IA1J~ ' MCE PROJ. N 00358-0116 ulw DRAWN AMH HORIZONTAL: DRAIWNG NUMBER
PAd+-VtI AV"Pf1AI 7 rr-~ne i 1 t'1pp D\lr C-OD C7 kA Alf\l DESIGNED CAT1MG 1°=50' 0-t r- A A
200 MacKenan Court, Suite 200 r-/-XO I UL/AT I VIN f SEAL t ~~+AREA ~ I v ~ 1 ~1 x~L- lvi^l11 CHECKED DMH Ll ICAL:
Cary, North Carolina 27511 WILSON'S MILLS AREA
aFryB,BCx Phone: [phone], Fax [phone] WASTEWATER TRA~MIJw .S AREA PROD. MGR. BFB =5
1 SWIFT CREEK RfAllglMfNi PER JOHNSTON CCUNtt 6/10/07 a 4 ° \N SMiSSiOrv SWIFT CREEK RD STATUS: R:IoN
1 RENSEO TO SHOW NEUSE PUFFER 5/14/07 IqTy „~t,~~gae+°~ AA0002667 EB0006691 REVAO R;ilnNS DATE Gfp'7 °1,y0 www.mckimcreed.corn FACILITIES IMPROVEMEN
DVEMENTS STA 22+30 TO STA 31+00

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"WY fi 4''yi 'Y~ta, 4} AW 1 j t ;k', `"h{ ~f, Y~ a`Ya`=$1u ty f, yr lea r fr"p r i r^' fi r s s yt+ r x r"t p o s~' 4' k a x c f Y 'a,*, d a 50 D 50' loo,
lWR # r a+a ~'u~~r 2,~ts~tr,r m r2 `~Y r' r + 4 J„3, n"~`,fl
7 A' £~Y' ~ ;.nA. £y Al sk~ ~L r ~T # of £ t ;'''rt4 u s tl Af Ytt y L 4 4 StY a' Vf n
NN ' 1''1«„ k £ z ~G 'Y 4 F e } f3 "tY4+ Wy u s Cs k.?~7 r ; £ ' ~ 7 ~'4~ x ;MTga1 fi r1s A+ A SCALE: 1"=50' (Horiz.) r i~4 }r s rt sY ty n firYShr C ~sdnTi4 3r qM m w~ t a`Y s' t ~{4tixgl t. ripra~y ys I' a #}'ut','r~'t,F 'i
ifl.. Y t fr it r ,"t £vk 's5 ~r ..~i~vafif~rt~f ~t Y~r~'i iY!3s Y"r! ~rt uvr ~ Arr r 1 r' 3 ry.i. r~,~h i~~
3 v, ,r grr a,r "r „a ,.if'7 rrrs3 }lt`;'' n (3 3 1r a£ *e,' irr 7 "t7y 7 ~;x„ ''°,5 rx r d k'.. ls~ ;yy!° £ rt r a! "A£ h L c .i , "~}rb tit v~'I 4 t Erv,~~ N ~SSt £'x A { r a.F M r J r3 r i A"t ,t ' , .t? ,r : f°~i h xrj9S~L d~~34t fe r r r ,S r'3 S i~ @ t; x ,r y~~tst~t~'. Eat :a at} a it~rY n'rau4r CkSnxr`j;td~>str k•j?..,. ' I
` 'a,'t 4 '°7,arq k s#~1P'2,s i"L'{c%'u` a<` 1'T .r Lar,'~'rt "r',:x'L t Atr p,r ; r"rd s v t k+~;'yi. tx.L~'{ sa'iJr i3r S «t ~'E~s y+. P ~a~~ ryt r<rk~ t•^, r CONTRACTOR TO VERIFY SIZE, DEPTH, MATERIAL AND LOCATION FOR ALL UNDERGROUND UTILITIES PRIOR TO
vE v ' rt rg k, '~4 a~~ T}y~'rSa`S~'a'~ ~'~tr mr ~ Aa L, r'~t~ a ~ 'r1Ys~Y r 'r )'r'r' "M ' skt . {e ~~f L K r , "7 y ~ s!¢ t~s T f £ux ,eo r N _ + fr. ~ tana;"x ~.~rx THE START OF CONSTRUCTION.
r':;b '!t rttt£~ ~2' i F Yi,rcY 3. £ ~ ft ~ k ..e {r yy~ S~*, ~s' rl,. r tar r 43 ~ $1'3;'7 r2Air rtl Y ~ ~ 3Sr A7 x Y<s r £ i:£v 4" 34 , , `4i s~f r ) 5 z~,u f{ 7Et& 4 r L S7"i r P L.. of £j A„'~`-'' £ s UP', ' r y S sFr £ s 3 3 Tirrr)xt ki'bk { L £ r`, £rg ~4j x 11r P i1 rAryS z£ NA i m4 b , r " .£i iY , £r~:,
~1 4, ~ 1r Sgt is 41.3s33hrMY trw f$ 1'fit4f r1 L , r;3 e3i~?385 r~3j^ £r. A t 'zt H+4 %l""ap,. g y1 3 A1r sa3 K7J .,a tr £Y£y =tyFJG itiA- x 'tEf1y„v { } "Jr'~ A t 5'P.P r!{J 4i o D ~i~y ,VK{S t Y Tr;B >C in ;'K 2. THE UNDERGROUND UTILITIES INDICATED ON THE PLANS HAVE BEEN TAKEN FROM INFORMATION MADE AVAILABLE FROM THE VARIOUS UTILITY OWNERS, THIS INFORMATION IS NOT INCLUSIVE OF ALL EXISTING
."s r? r a3T r73 AAi 4£,,rr6 1e ~G+7r£ 3 `Ff '1' i `'t3m~n§"', uh rr <d i' ; rrls 3el S3 ,Y r'~^rM s' ,v 1 ;n 5 r t~£ tit £ risk i1 ~k~ £ f 1 k~~jr t k :!5 rts 9 s ~~r+i r a ~~s ~"~;.T xA~ UNDERGROUND UTILITIES AND CABLES. THE CONTRACTOR IS ADVISED THAT ADDITIONAL UNDERGROUND UTILITIES
t 1 z i + S{ 4£ r sir &'S r i?1{v i ~ p { €~Cr £t'Ya. t t R 7 1 6k 1 L ( z t n i nr - it 7 4 l6, r Y$ ~ l Y r:r p t! 75i -'r2 {Y f t r ~-jryt '~E £W M k £ J' l r c r 7 S r r r st ~c 7£x r j jx F'k Aka sY k r3 v. AND CABLES MAY EXIST WHICH ARE NOT SHOWN ON THE PLANS. PLEASE BE ADVISED THAT THE
> '7 ~ z JS d r ~ ,5 M +3 'r <si r~,r i~'"3, m3 5~'acS~f#,y>~}t7 J 3s r £3 a "a r'~ £ ° 1 da. £ ~ r~ i ~ rr 1 r';.3s 3i. ~f wd i "~~+R Islas {t r z Tp, a S7 a£ is s7, r UNDERGROUND UTILITIES AND CABLES COULD CONFLICT WITH THE FORCE MAIN CONSTRUCTION AS SHOWN. THE
{ t, ~ o,. Ai~t 7dJ r3il~"-r~~ nr arr5 t{ 2 ttk~s ~ fry i OWNER WILL WORK WITH THE CONTRACTOR TO REALIGN THE FORCE MAIN AND APPURTENANCES TO MINIMIZE
00 CONFLICTS. THE OWNER WILL NOT CONSIDER REQUEST FOR ADDITIONAL COMPENSATION DUE TO THE PRESENCE
220 OF CONFLICTING UTILITIES AND CABLES THAT ARE NOT SHOWN ON THE PLANS. 220
- - - WETLAND IMPACT FLAGGING IDENTIFICATION WW, XX J Ww, Xx
COORDINATES (N El FLAG DESCRIPTION I DESCRIPTION
EXISTING GRADE - j _ N=661276.1743 E=2186368.9168 WF WW1 WF WW1
215 N=661309.9821 E=2186377.5959 WF WW2 - wF WW2 215
N=661328.8259 E=2186365.6962 WF WW3 WF WW3 - - - - -
- - - N=661362.9542 E=2186339.8181 WF WW4 WF WW4 L i 3 -6' MIN.
_ N=661260,9935 E=2186406.9475 WF XX1 WF XXi COVER
zIO 10 VC FpfiC MAfN J -
N=661288.6522 E=2186423.2251 WF XX2 WF XX2 - - , r 210
- + 149661322.5284 E=2186453.3264 WF XX3 WE XX3 j
WF XX4 ( EXISTING
- ( N=661339.4452 E=2186464.6519 WF XX4
20 5 N=661366.6761 E=2186463,9153 WF XX5 WF XX5 FIBER OPTIC
u~~ _ _ - j - N=661393.3261 E=2186468.0761 WF XX6 WF XX6 - - - - 205
N=661388.8556 E=2186454.1220 WF XX7 WE XX7
N=661358.6077 E=2186450.1676 WF XX8 WF XX8 I
WE XX9 , f
zoo COMBINATION AIR/ VACUUM AND N=861341.1713 E=2186438.1646 WF XX9 NF XX10 t - { 200
AIR RELEASE VALVE W/ 20 LF N=661324.0461 E=2186412,8828 WF XX10 ti -
10' DIP CENTERED IN MANHOLE - ti N=681299.2810 E=2186404,4116 WF XX11 NF XX11 ( i i I 1 1 I ~ f -
- (FIELD LOCATE AT HIGH POINT) N=661268.6619 E=2186376.2799 WF XX12 NF XX12
NF XX13- „ 10" ~45' MJ BENDI 195
195 _ _ ~ ~~i._ _ _ I - ~ (.I- ~ _ N-661241.6056 E=2186382.2752 WF XX13
-NOTE, CONTRACTOR TO ENSURE 18 VERTICAL t
SEPARATION 15 MAINTAINED BETWEEN EXISTING 16" CROSSING °C"
WATERLINE AND FORCEMAIN IN AREAS WHERE 10 ( i 1 f JI
100 HORIZONTAL SEPARATION CANNOT BE MAINTAINED. (SEE BID FORM) 190
EXISTING 54" - - - - - - CMP (2 EA)
r cf'- 1
Ili L_
? 1f 180 10,
i ~ 1 I I I _ ~ r 10" GATE VALVE - t - - ? J -
- - - - 10" GATE VALVE
~S%"~ ~ I y,,IJrJJr 12"x10" FLANGED rr r ~ E
J 175--_ _ . i . _ , REDUCER (TYP, ' I 1 JOINT 10" FLANGE
BOTH SIDES 5 X P.E. DIP (TYP. - 75
) MIN. rJ JJ ~ BOTH SIDES) 12" S-9 -
I } THRUST COLLAR i
SEE DETAIL - E - 1 - 18" IMiN
179 SHEET n - - - - BOTH SIDES) - 1 - - ; GED 170 0 BUTT DFUSEDCFLAN 0
i - j - 12" SDR-9 CL-200 ADAPTER W/ SSTL I
LAP JOINT FLANGE
(TYP, BOTH SIDES) i _
BUTT FUSED HDPE PIPE i_ E
47+00 413-F00 49+00 50+00 51+00 52+00 53+00 54F00 55+017 56+00 57+00 I 5, I
57+00 58+00 59+00 60+00 61+00 62+00 63+00
SCALE: 1"=5' (Vert.
Y~•^'~~-_q~~~ I SEAL ,q SEAL DATE: MAY 2007 M&C FILE NUMBER
_ ®Q~SSrpa Vie` MCE SCALE Cu1J7
F& W10M e, PHASE I DRAWN PROD. N 00358-0116 DRAWN AMH HORIZONTAL: ORAINNG NuueER I nft M% r-^ M /"N(® ® A A i A i rw~imrn (.ATlrrr. 1"=50'
1% 3 SEAL -11w 200 MocKenan Court, suite zoo EAST CLAYTON l CYg< Cary, North Carolina 27511 4Y TON / (t1 I- V It + r y m k.+G (VI m I IN [LR.TICJAL
}'.~yGlN Phone: [phone], Fax; [phone] WILSON'S MILLS ARI IILLS AREA rRANSMISSlorv SWIFT GREEK RD STATUS REVISION
I AC415N10SHOW NEUSEBUFFER 5/14/07 +8p REUISIOIQNS RP S%%%" AA0002667 EB0006691 WASTEWATER TRANSM REY.NO. EIESCRiNS DATE q`~V$? -zl www,rnckimcreed, com FA ILITIE IMPR VEM
'R VEME T STA. 47+00 TO STA. 63+00

e n l m , p .w i ay. i 7>fl (?'A.G' i ;yri,wtFkPtS~T 31 ,I,;+S+ ~+qrE~G+f
s t r 7 + ~'+T++1 k, T,ilAri itLS~f~(7 T~iL r Al `'3
t 3 # ~4
d ( ,s C .'1 l3 a I ~a J h~tr f"i 3 trmv s 3to a&p ^5 i W err ~:.pr . u ar , a' NOTES:
"tf hr+k u'THrf TT"r'"~tr`~ A(,ttlhi i~Gr,T*xkaL7 ':J`' j~,i ~A{i t,A `~",yp 1 j, l .x ,3, 4 ,ru ti 1, CONTRACTOR TO VERIFY SIZE, DEPTH, MATERIAL AND LOCATION FOR xx r ^z-
aa, ,rt~r3 ¢ ~ # (e T~ ^ " )CATION FOR ALL UNDERGROUND UTILITIES PRIOR TO
THE START OF CONSTRUCTION.
2. THE UNDERGROUND UTILITIES INDICATED ON THE PLANS HAVE BEEN r~ S?5 s r, y u..i ~ ~ ~,r~Pw w?~s Jf~~:?1 > HAVE BEEN TAKEN FROM INFORMATION MADE
AVAILABLE FROM THE VARIOUS UTILITY OWNERS, THIS INFORMATION FORMATION IS NOT INCLUSIVE OF ALL EXISTING
UNDERGROUND UTILITIES AND CABLES. THE CONTRACTOR IS ADVISED IS ADVISED THAT ADDITIONAL UNDERGROUND UTILITIES,,. "Y
AND CABLES MAY EXIST WHICH ARE NOT SHOWN ON THE PLANS. PLI E PLANS. PLEASE BE ADVISED THAT THE
UNDERGROUND UTILITIES AND CABLES COULD CONFLICT WITH THE FO WITH THE FORCE MAIN CONSTRUCTION AS SHOWN. THE i
To" OWNER WILL WORK WITH THE CONTRACTOR TO REALIGN THE FORCE N s'ysta, CONFLICTS. THE OWNER WILL NOT CONSIDER REQUEST FOR ADDITION/ THE FORCE MAIN AND APPURTENANCES TO MINIMIZE J ' } lF
t pis K~a~ „ ,;,,n3 t A 6 , r„ W L &F,,, 6' ~2) 6n 90' MJ BENDS OF CONFLICTING UTILITIES AND CABLES THAT ARE NOT SHOWN ON TI 3R ADDITIONAL COMPENSATION DUE TO THE PRESENCE SHOWN ON THE PLANS. 10° PVC FORCE AIN x ,'111114 '7 1 (SEE SHtETCS 1p
m. xH ax+ reawm tom' .wamuxH r~ a.~ ,ma ne,xwre,wwr wrow ra+gANV§~w~wNwni wlad~ nx~w 3S'G PIPE
+ OD
+to 0~ 9y 4t -1th.~ 7 ~53~ A l . y W ~Cd+ g A S tt 'r i i ',~+d 10°C DUe 10" 1Cr" EE,v/10" GATE
, rn
0 T 010
a nA4hXYM"St5 ;ew: Yw+3~Y+FY^~ vp~t;r x 1 F1riu u?iY i r hi"Y`4'~{ r"'T5'`'RCT~" 'A 'r%sw i s a drtiAr f Ywx4 ..w,. -~.v ~".dP+W.,' ~x -•t-«a +"t,
LLI + 4y v)w r ,r 00 rs a, ern{n {1r1#r<4 ~,rEF^,iC,~ u p "rti7 E" M~ ~Y t4~ 2 re ¢r r t~ 11 bko1 : w'.;~r 4rYt@Y t+'g' FF: Yn`yfi `Y }FTi °ryr rs-"vS rCerY Sn"F 03 Y
rr a ~r i~pcv~.oA
VI 1 Ct h, F~ }ht f Y h ,}t ' s
z na~! - Ja w ' e t rrv i 1 .~'r+ 3 01
.{:3.{~~ t(( INSTALL CL I RIP RAP (MIN rl. A Y1. . (C 1 , • c A
~!nk"~~>: 18" DEPTH) W/ GEOTEXTILE 3+89~24"0
F- r+ UNDERLINER 10' WIDTH STA. 75+66 (C54)
~r + 22 r l r~ ; M iENt s u
t 5 ~ 1 s"' . CG Y
10„ 45. J i
v ARA.I tfl! Y~~1 f 3;m' a j I F 1 C,~l u ra ,F, ' "Y Ilgah"y 4 r,E 1;4Yp rt 1F 'e"'AF z0
" 2z~ar p.'rL) ' a'1,x `4,r'a CONTRACTOR TO LIMIT DISTRUBANCE Al, Y r~. IF1 / ° Lay[ 11'' x t Y I~
CORRIDOR TO 10' WIDE (MEASURED I F't rY ' i k S.1 yyz~ y- i r f p yq kE +~A~i6 r .W.rl Oil'
NT UTILITY ALONG STREAM CENTERLINE) WITHIN yF~ AW~ tr rc,vr Y yn v Y yyy` G.RM1'yywu~Aj
"1UCV~aIL~ 1r~3"-;FORCI V, "W ~T NEUSE BUFFER AND STREAM BED VAy I~rtV r M1 j S 4i~u5IVI~A
Y ASE T !1~ A, wr 1*1 Y F s d d ` ~ ~ ' ~ypy~~pp, a ~1r F^~tt rr,rFSY ~r"F Y
4 ~V1~8GCi r e t ?Xt"k'$,~/f»~ A LIJ
W" F?A.,A~ ~t~ , Y3 1 r ~Y F r Y 3i~ r ri ' r ~y
~ ~y V q0~{ t~
50' 0 50' too, ` MJj4~wV Tuft i a 1. S EW"~ t sz x ;
SCALE: 1"=50' (Horiz.) G7~~aR1`+e~,
O ,G- k3 x 3 to 5+s#Y.2" kCE0U, I
200 200 225 ! 225
I 1
195 195 220 220
EXISTING GRADE
- - ALL D.I. RE TRAINED EXISTING WATERLINE -
JOINT ~IPE EXISTING NATURAL -
1 10PVC FORGE MAIN I EXISTING GRADE - GAS LINE _ j- 10"X 6"
190 _€XISTING 190 215 2~5REDUCER _ m 6.. 45' -
W 48" CMP
EXISTING 1`7 MJ BEND -
FORCEMAIN 6" 11.25'
CUT-IN 6"X 6" TEE MJ_BEND 10"X 10" TEE
W/ 3-6" GATE VALVES 210 210
185 185
60" CM _ INSTALL CL 1 RIP RAP 6" 90' _ (2) 6" 22.5'
MJ BEND MJ BENDS
- (MIN. 18" DEPTH) W/ GEOTEXTILE UNDERLINER 6" 45
MJ BEND AIP!
180 S-6" MIN. 180 S„ 90' MJ iBEND 6 PVC F+JFtCE M 205 205
W COVER _ 60 LF 6" (ROTATED),
6" 90' MJ DI PIPE
BEND (ROTATED)
125 j _.i 175 200 200
1+00 2+00 3+00
I
4' MIN.
170 - 10" 5' 170
WOMEN RJ BE DS _ 0`
10' 45'
_ I RJ BENDS
165 165
- 5'
160 _ 60
- - - 0
- I I
I
110+00 111+00 112+00 113+00 114+00 115+00 1159.80
5'
SCALE: 1"=5' (Vert.)
SEAL SEAL
ffi$4 CAS J HN TON + PHASE I DATE: MAY 2007 SCALE M&C FILE NUMBER MCE PROD. # 00358-0116 CUl 2 10" TWIN FORCE MAIN DRAWN AMH HORIZONTAL: DRAWNG NUMBER
SEAS 200 MacKenan Court, Suite 200 EAST CLAY' /~p~ T9tlIN CREEK RD DESIGNED CAT/CCG 1"=50' )T CLAYTON ON / CHECKED DMH VERTICAL:
z M~asr~~~A' Cary, North Carolina 27511 WILSON'S MILL 41
Phone: [phone], Fax: [phone] p pN'S DILLS AREA STA 110+00 TO STA 115+80 PROJ. MGR. BFB I
2 -AS[MEN1 R@SIONS MDATE AA0002667 EB0006691 WASTEWATER TR) I WETLAND PERMITTING RENSIONS TER TRANSMISSION TRALEE DR. STATUS: RE\nSON
FE4,N0, DESCRIPTIONS www,mcl<i
mcreed.com FACILITIES IMPR( R VI ION :S IMPROVEMENTS STA. 1+00 TO STA. 3+89± 2

EXISTING 48" CMP AND 60° C TON ACTOR TO LOCATE VENT Q 380' NW TO TRANSMISSI
TRANSMISSION TOWER #673
° FO IN 'CM (SEE SH T,C57 STACK OUT OF DOT ROW. NO 1S0JFE SHEET C57 I / m PORTION OF VENT STACK MAY BE / 198' NW TO TRWN/St~ISSION TOWI="l14
ABOVE GROUND INSIDE ROW AND VENT MUST BE LOCATED WITHIN \ / JONES, KENNETH R
0 PERMANENT SANITARY SEWER 12' GRAVITY SEWER y BONES, Nr\H R \
EASEMENT ; ~MIN, ~
S ~A i~ P fc CE A O
t ~~\V 0 . ~ ~ ~0 MARt~AR
100 YR FLOODPLAIN + 1 Cn
CONTRACTOR T LOCATE VENT 0 C / - In
STACK OUT TWIN CREEK DRIVE (C Se WA R 100 YR FLOODWAY 5 OFF fs + + + DOT R/W { U
FENCE A JON KENN H~T~~ t T i 9S o q y~ + + ~Ld
3 VN AC?TU IU LIMI DISTR BA CE~~ A~E ;x t 4 + V) W
/ ~ 12E AND JACK 206 LF H9 c b"60<-46" I a' z
10" FORCE MAIN DIAMETER STEEL Z(n
EN APEM~NT PIPE / , ~ A\\ 69' US ' FFE / BED a
TRANSM S+NSMI 12 GRAVITY SEWER RANSMI I l ~ 2 W
TOWER 7 TOWE1 OWER #11 L) V)
END UNIT PRICE CONTRACT BEGIN
LUMP SUM CONTRACT /BORE PIT Q
54. 1+72.55 O 'PERMANENT 10" FORCE MAIN UTILITY EASEMENT
}x _ PLACE 10 LF LONG APRON
9 1WATER SER~ICE + A OF 6" DIAMETER STONE 18" DEEP
A, g k~'~k x zoo M FROM TOP OF BANK TO TOP OF
/ TEMPORARY CON RUCTION BANK
EASEMENT/
k~
/ MANHOLE TABLE
20' PERMANENT UTILITY EASEM NT MH # COORDINATES (N.E)
4 RECOVERY PIT REMOVE AND REPLACE 7 (IRS) N=666034.2362 E=2190093.2040
,f~ \ / FENCE AS REQUIRED Q / 8 (IRS) N=665904.9797 E=2190193.8429
ES, KENNETH R 0 k/
WILSON'S MILLS r do / 9 (IRS) N=665668,6753 E=2190078.4801
PUMP STATION P7 (SEE SHEET C61) !i~ J ROSR41 10 (IRS) N=665447.4886 E=2189962.3320
EMOVE AND REPLACE S / 11 (IRS) N=665302.2971 E=2190145.0803
FENCE AS REQUIRED FNFRS 1 /
11-1 (SEALED) (IRS) N=665129.5578 E=2190012.2073 Z
INSTALL 20 LF 18" RCP. H13 COMBINATION AIR/VACUUM AND NOTES: 12-B (SEALED) (IRS) N=665080.1974 E=2189974.3245
EXCAVATE EX. DITCH AIR RELEASE VALVE (FIELD
13B (IRS) N=664884.3922 E=2190210.7781
ENSURE ±50' BOTH DIRECTIONS DRAINAGE LOCATE AT HIGH POINT) / 1. WARNING: OVERHEAD TR IVERHEAD TRANSMISSION LINES PRESENT A SPECIAL SAFETY HAZARD. PUMP STATION (CALCULATED) N=664846.8050 E=2190181.8684
CONTRACTOR CONTA( MUST CONTACT GEORGE HALL WITH PROGRESS ENERGY (919-329-5853) BEFORE t WORK IN OR NEAR PROGRESS ENERGY RIGHT-OF-WAY * COORDINATES ARE GROUND COORDINATES LOCALIZED AROUND NCGS MONUMENT
6" GATE VALVE / YDRANT BEGINNING ANY WORK N 0 "STRICK".
R SHALL NOT PLACE SPOIL IN PROGRESS ENERGY TRANSMISSION RIGHT-OF-WAY * HORIZONTAL CONTROL SHALL BE BASED ON CONTROL POINTS PROVIDED BY
D W/ MJ PLUG MBLY 2. CONTRACTOR SHALL NO' 0 50' 100' ~ ENGINEER.
3. BURIED GROUNDING LINE )UNDING LINES OR OTHER SUBSURFACE UTILITIES NOW SHOWN ON THE PLANS
210 SCALE: 1"=50' (Horiz.) OUL E AT BET :AT BET EN NS SIO TOW C TRA OR FIE VER 210
- - - - 4. THE COMBINATION AIR/~ IATION AIR/VACUUM VALVE AT THIS LOCATION SHALL BE THE 2" MODEL RGX BY EE: OR APPROVED EQUAL. CONTRACTOR TO COORDINATE THE DEPTH OF THE PIPE AT -18"! EOTE~Ci1
_VENT-O-MAT OR APPROVE
THE HIGH POINT TO ENSUR IT TO ENSURE ADEQUATE CLEARANCES FOR THE COMBINATION AIR/VACUUM -UN E-RL-INER IRE-20~--
VALVE IN THE MANHOLE. MANH OLE. EMEhLT-N1 PAC
- SEE SHEET C57 - - - 205 - - FOR CONTINUATION - - - -
205
- - - OF 10" FORCE MAIN- - STA 4+85.07 SHEET C58=
STA 115+60.37 SHEET C57
- PROPOSED - - - - - - - -
200 - GRADE ! ~!1 _ ~1_ US HWY 0 - _ - EXISTING--Gi DE - z>>z 200 +"j?O
-COMBINATION AIR/VACUUM - - - .-AFB
° -AND AIR RELEASE VALVE
---Q -(FIELD LOCATE AT HI H POINT)- 3 a'?3
EXISTING (SEE NOTE 4)
195 GRADE - - - - - _ - - gd- - - 195
E -Li ly-p "
I
~~gzz 3 m -0 "m N
190 3 ln. un. O:K N On- I N~ZD - _ 190
D m z - - 100-YR FLOODPLAIN + _ - - - - - - - - - -
+ IM _Q MA 9IL _ 00 m z - - _ - - - - - - FLOOD ST DY a - - - - a - li _ 163.82' _ - 262 96'- 0.227.
_ ._.__0•
J 0 Z 12" DIP
185 PI 12" VC /SPECIA
INCLU DIN - - - 6 f a PUMP S TIN SOM - - - TWIN CREEK DR " - Y - - ? J.-- - RIOR-C© NG-_-- 185
5 IN, F- U z P CING - - - - - ° - ° - a - 21 ,40' 12 Pv - - -XIS-T TR -AM-
17 - - - - E-0 tYJ fDj-
180 K Ki 0.5X
' 12" PVC 8 MIN, !E -0 - ' - = t 180
0.50% - - re' so D- - - - - - - - - -
D' - - 56 82'
~STE SERVI L1N 175 _ EXISTING TREA BED _ ° z ° _
(PROJECTED) - o 6 12" C - - - - - - - - 175
Q
OR $ 00 24° ~JII 30 a0' - - 6" WATER LIE 5' D ET€ TE{L (MIN:- . 5" AL - - - - =
170 - - - - 0, 2% _ - ~H KNEES -EN S€ME -PIP -
- z' PVC - F-12_- kRRIF-R JP _ - - - - - - - - 170
02, 2' - - - - - - - -W/_S ACA N . LORD- ADN-G- _ - -
0.3 X
0 _ 12" IP - - - - -
165 - - - - 165
do~
5' 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00
SCALE: 1"=5' (Vert.)
SEAL SEAL DATE: APRIL 2007 SCALE M&C FILE N MBER
e~~~~ q Ar H nH JOHNSTON CO( N COUNTY PHASE I MCA PROJ. # 0358-0116 CU150 DRAWN AMH HORIZONTAL: DRAWING NUMBER
D ' f~C'RF1
`O.Q ~y9~e 9 e ~ r r 1/r ~ a ar va .,wwr 6 OCREeEICNS J6/08/07 5 REASIONSBASEDONSURGEANALYSISRESULTS SEAL 200 MaaKenon Court, Salte 200 EAST CLAYTON )
AYTON / 12" GRAVITY SEWER DESIGNED CAT ' °'U C58 CHECKED DMH VERTICAL:
A RESPONSE TO J01NS70N COUNTY COMMENTS DATED 6/21/07 032293 S Cary, North Carolina 27511 T
3 RESPONSE TOCONSwucnONGRANTS@LOASCOMMENTSDATED7/3/07 Phone: [phone], Fax; (919233-8031 WILSONS MILLSAF 2 REASN 70 COLIPLY IMIN NCDOi ENLROACHDENT ACBEELIENT LONDIRgYS NCINEtir1 WELLANDPERNITDNGRENSIONS ' q AAOOD2667 E60006691 WASTEWATER TRANS[t RILLS AREA PROJ. MGR. BFB °=5
TRANSMISSION STA 1+00 TO STA 17+00 STATUS: REV510N
Rev.NO. RDESCRIPTIONS EVISIONS q'~'0'~ www.mckimcreed.com FACILITIES IMPROVER
PROVEMENTS 6

-1;-,77 - - - - - - - - - - - - - - - - - - - - - - - 50' 0 50' 100'
~ 1 ot1;- ~ j r a ~ SCALE: 1'=50' (Horiz.)
i TALL CL,t RIPS (MIN. S'
x18" DEPTH} W/'GEOTE E„ < = WETLAND IMPACT FLAGGING IDENTIFICATION A
" UND LINER ENTIRE 15'
( r kSE N7 WItlTH 1 ~ N/~ ~ ~ ~L c s ~ COORDINATES (N.E) FLAG DESCRIPTION
GOLF OF r 4 ~ P h
88., TALL .200LF STRAW W NET INS NJF YTie1.; x "'';x PIN ib78 I / AS'TEMPURARY LINER FROM N=687340.2826 E=2175797.9236 WF Al
ROR' Y<,CONSTRU TION STAB 51+20"T0. STA,, 53't20 AT CLUBCORP ,GOLF.OF NG,LCC " N=687315.8457 E=2175798.0443 WF A2
:OB 1813, PG 364 a A di ` T „ 1 WHERE. DITCH IS DENUDED ,j t i ' ,t r n~'s~r iA" T °"4 N=687298.7087 E=2175808.5731 WF A3
EDIT illtRStMtN Wt JI~T FEND„ 1~ 1 t.+aI 1 Y~ ,
N=687278.8225 E=2175813.4510 WF A4
(TYP) 16h PVC FORCEMAIN ` - N=687266.9287 E=2175817.1699 WF A5
I r 1_ s~ . k 4 66 " N=687264.8039 E=2175825.2725 WF A6 '
~ ~ ~ t , ~ ~ ``?GHT - if 101 OFF"
a N=687259.0686 E=2175819.2904 WF A7 EOP (MIN) shot
RJ'"PIPE 71 qF N=687259.8350 E=2175810.5874 WF A8 EXI5TIN4`,... , .
UREL~RD~ tt GLEN LA a aoRtE MAIN N=687252.7077 E=2175802.7337 WF A9
%•,%,E~9 X. N k r ,we, to x v.; F~li i a S v y ,r T+'w ~y~ i. .i) R 3 Cu ,1,w ~x r - 97+,': - I ?l1~~ s 1 to i f y~,',: Sp ati:p r t. h -+...4 s<:,$ a
16 1 45 Y n a Lt?,r. ii i t r' 731 7 t 7 /H + e 1 f n Y, CUT N=687247.4842 E=2175794.5528 WF A10 j r r
1F:;ba%. c ~7' a ..i a I' q > t le , A t V STINGi N=687231.7167 E=2175786.7014 WF All TEPo LINE n , f
p ANTI sEE~ E~LLAR1( N=687234.0709 E=2175768.8328 WF A12
5 ~P C C I E ,.fir , x 4• . X91 . JEE DE,TAIL `JHEETp
`r~ erg:] ' V~/; ! „r•> N=687249.9537 E=2175759.8620 WF A13 ct ' i
W .C• , h.'. .p.~'ti .111 ,a? ~ r.3 ~ ~ ~ a; 1 x !~4-. 4 , h~',:,;. ! ~ t „ p = FNTRY SIGH(, c,`a k N=687266.7021 E=2175757.8658 WF A14
'i , " 4 , nF;, t 4 Sw+P'-•. t q*: x i~ ~1 r.. y„ n i i.; 1 e , .t ~..y N=687277.9343 E=2175758.6314 WF A15
a ' d 1ri 1af i i - ~ ~K c 1 ~ G ti, P r Y a' `r 7 ( r +y ~ t , r : , 1 r y , ~ '1 r1 a ;1 t? ~ ~-`1 1
i1 S L'~4, rk., 5 "f ,L F, t ,"+x A 1 1 y" ( tY 1 { '4 1 1 ! ~f N=687304.0819 E=2175768.9834 WF A16
L E%ISTIR L r f ' tip I 3 1 u 1 f ( , ° 9 , 1 v YIA TE EXISTING 12 S- , WATER LINE ,F N=687322.3418 E=2175776.9551 WF A17
1 t , C ! f 4 f r a v r ? ` / N=687345.3720 E=2175781.6772 WF A18
U),' 6~ , 'r t a v 11 , s r } U) U) NOTES,
1. CONTRACTOR TO VERIFY SIZE, DEPTH, MATERIAL AND LOCATION FOR ALL UNDERGROUND UTILITIES PRIOR TO ( , i r i r it le 1:t
d THE START OF CONSTRUCTION. nt ~ , X u ~r Yr ,fi r ~ ~ O , r f ! ? t , , is ro 1.4s ~Y.} ( [ 1 s V ~ I
U U 2 i~ 1 ~7? ~s }k v ~ M < 1 , f r~l ! .f i a 1 - Vt 11 S1 s a 1
2. THE UNDERGROUND UTILITIES INDICATED ON THE PLANS HAVE BEEN TAKEN FROM INFORMATION MADE ~r `VV
AVAILABLE FROM THE VARIOUS UTILITY OWNERS, THIS INFORMATION IS NOT INCLUSIVE OF ALL EXISTING -r UNDERGROUND UTILITIES AND CABLES. THE CONTRACTOR IS ADVISED THAT ADDITIONAL UNDERGROUND UTILITIES r y Air e r r r/ k z z ry, 4 r 4 xe'"}4 . V I-, r r ~ r V
AND CABLES MAY EXIST WHICH ARE NOT SHOWN ON THE PLANS. PLEASE BE ADVISED THAT THE
UNDERGROUND UTILITIES AND CABLES COULD CONFLICT WITH THE FORCE MAIN CONSTRUCTION AS SHOWN. THE T ,y r m w11e G. "tF-g' xrp I i r S` t >ri ti t' c 'i rJ' 2 ' J v \ v
OWNER WILL WORK WITH THE CONTRACTOR TO REALIGN THE FORCE MAIN AND APPURTENANCES TO MINIMIZE
CONFLICTS. THE OWNER WILL NOT CONSIDER REQUEST FOR ADDITIONAL COMPENSATION DUE TO THE PRESENCE . f v r l ~ 1`~ 7 m r r r"} 4 F e.~ )v h , , i rti M + h t r V 3'ti F 4f ~ r r ; xT 2 4"( "uy~ a
OF CONFLICTING UTILITIES AND CABLES THAT ARE NOT SHOWN ON THE PLANS. ~ e. ~ s ~ ~,k , y 1 ut Y a J'1 ak( , r h1 ,a 1 R t 'J 4 t- , i k k t1 j~ ? q - f 4P ~~G~ , + r S y, A yd t tn ' f R, T V
ps ~r 1 ' ~ t ti 311 ~ r a ~ + T ,
a 1 , p c, , i ~ { Y` t f k + r 1 1" a y ~ ~u , c ~ r 1 `x d y ~ i
195 ! 235
. ---I i
-
1 i I
- I
190 - - - - - - _L_- _ -180 230 ' - - - 230
i
- - - - - - - - - - - - - - - EXISTING GRADE EXISTING WATER LINE -
225
II - - - - - rs° VC-FORCE MAItV 2 - - - - _ I vo
16" PVC FORCE MAIN_
- - - - - - - - --I - 18" MIN.
- _L- -i - - - { - - 220
+ + -22 a - 175 i - I - _ _ - - -r -
I I i
- _ - ~ - EXISTING GRADE.---- to tn- ~ i , - - -1z5- rig---
- - - - - - I I 215
- - - - - - - - - - - - - - - - - - - - -
U U EXISTING FORCE MAIN G FORCE MAIN
I
170 - - - - ____-_.a- lz0 310----
210
- _ _L___ - ALL D.I. R STRAINED
- - - JOINT PIPE - - - - - i
_ - - -__i - - - - - - s5 - INSTALL CL 1 RIP RAP (MIN.
205 i i
18" DEPTH) W/ GEOTEXTILE j ANTI EEP _ I _
} _ ~ ) -UNDERLINER ENTIRE 15 1 - - _ _
SEELD TAILY SHEET - - EASEMENT WIDTH
! I I
160 - - - ! 7 00 J I - - - - - -zoo
ANTI SEEP COLLA S-6° MIN, ! - _ SEE ETAIL SHEET D3 COVER
- - - 1
155 - P - - -__-4 -5- 95•---- - - 195
- - - - - - - - - - - - -_i - _
- - - - - - - - - - - - - - - - - - - - I i !
- - - - - - - - - - -
150 _ I 190 j
-R.-J-BEN
I

EXISTING
45 - - 60 RCP - - - - i- - - - - ! - 155- - - i I - i 185 !
MIN,
16" 5 R,J BEND
451,50 + 47+00 48+00 49+00 50+00 51+00 52+00 53+00 5h+00 55+00 i5+00 56+00 57+00 58+00 59+00 60+00
i
SEAT. SEAL
DATE: APRIL 2007 SCALE " FlrE "uueeR
JOHNSTON C( MCE PROD. # 0358-0116 CU1 ON COUNTY PHASE 1 HORIZONTAL
r q: 4&CREED I F IF DRAWN TJJ ~RA4FNG NUMBER -0 ~)f m% /n 1-ern^r A I A IA 1 ncc1r_h1m rAT 1"=50' _
3 i
SEAL st = 200 MacKenan Court, Suite 200 EAST CLAYTO CLAYTON/ i o r v u r u m V t Ni m w CHECKED VERTICAL: VERTICAL: C7
t 032293 ?.a Cary, North Carolina 27511 WILSON'S MILLS 1 s REVISED PEeEUEHEerACa vnoe 8/10/07 ? n Phone, (919233-8091, Fax: [phone] MILLS AREA PROJ. MGR. BFB 1 =5
2 MATCHUNE UPDATE a/io/oi , p .,,GIN., Q,.
i 'AETLAND PERMITTING AENSIDNS 6/9/07 1~` °l( AA0002667 E80006691 WASTEWATER TRAN Rev.NO. DESCRIPTIONS DATE R TRANSMISSION GLEN LAUREL ROAD STATUS: REVISION
www.mcklmcreed.com FACILITIES IMPROVI REVISIONS l(l 07 IMPROVEMENTS STA. 45+30 TO STA. 60+00 2

i
JOHNSTON COUN JNTY
& AT
A A00"
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WASTEWATER TRANS M N I vilLL 0 N U) co
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RE-SUBMITTAL
H
NOVEMBER 2007 Z
W
MC PROJECT NO° 00356-0116 16
INDEX PLAN AND PROFILE
COVER-------------------------------G1
LOCATION MAP, LEGEND AND GENERAL NOTES_ _ _ _ _ _ _G2 US HIGHWAY 70 STA. 342+00 TO STA. 358+00 PHASE I - - - - - - - - - - - - - -C39 a'
EXISTING UTILITY VICINITY MAP- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -G3 US HIGHWAY 70 STA. 358+00 TO STA. 374+00 PHASE I - - - - - - - - - - - - - -C40 2
olf
DELETED------------------------------C42
PLAN AND PROFILE
2 US HIGHWAY 70 TO NC 210 STA. 390+00 TO STA. 404+00 PHASE I- - - - - - - - - _C41A Q NC 210 STA. 404+00 TO STA. 416+00 PHASE I- - - - - - - - - - - - - - - - -C42A >
STA.0+00 TOSTA. 16+00 PHASE I_____________________C1 US HIGHWAY 70 STA. 416+00 TO STA. 432+00 PHASE I - - - - - - - - - - - - - -C43 W
STA.16+00 TOSTA. 3I+00 PHASE I_____________C2 `US HIGHWAY 70 STA. 432+00 TO STA. 442+47t PHASE I - - - - - - - - - - - - -C44
STA. 31+00 TOSTA. 4I+00 PHASE I______________C3 N - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Q
STA. 40+14t TO STA. 51+83t PHASE I, SUMMERLYN SUBDIVISION- _ _ _ _ _ _ _ -C4 NOT USED-----------------------------C46
NOT USED-----------------------------C5 NOT USED-----------------------------C47
NOT USED-----------------------------C6 NOT USED-----------------------------C48 U)
GLEN LAUREL RD. STA. 45+30 TO STA. 60+00 PHASE I _ _ _ _ _ _ _ _ _ _ _ _C7 JOHNSTON CAUNTY O - J - - J
GLEN LAUREL RD. STA. 60+00 TO STA. 75+00 PHASE I_ _ - _ _ _ _ _ _ _ _ _ _ _C8 A CITATION LN. STA. 1+04 TO STA. 16+00 PHASE I - - - - - - - - - - - - - -C50A
GLEN LAUREL RD. STA. 75+00 TO STA. 90+00 PHASE I _ _ _ _ - - _ _ _ _ _ _ _ _C9 CITATION LN. STA. 16+00 TO STA. 27+73t PHASE I - _ -C50B
GLEN LAUREL RD. STA. 90+00 TO STA. 105+00 PHASE I _ _ _ _ _ _ _ _ _ _ _ _ _C10 SWIFT CREEK RD. STA. 22+30 TO STA. 31+00 PHASE I_ - - - - - - - - - - - - _C51A ,
GLEN LAUREL RD. STA. 105+00 TO STA. 120+00 PHASE I _ _ _ _ _ - - _ _ _ _ _ _C11 IF R R TA. 1+ O 0 S_ C o
POWHATAN RD. STA. 120+00 TO STA. 134+00 PHASE I _ _ _ _ _ _ _ _ _ _ _ _ - _C12 SWIFT CREEK RD. STA. 47+00 TO STA. 63+00 PHASE I _ - _ _ _ _ _ _ _ _ _ _ _ _C53
POWHATAN RD. STA. 134+00 TO STA. 146+00 PHASE I_ _ _ - - _ _ _ _ _ _ _ _ _C13 SWIFT CREEK RD. STA. 63+00 TO STA. 79+00 PHASE I_ - - - - - - - - - - - - _C54 J
POWHATAN RD. STA. 146+00 TO STA. 160+00 PHASE I _ _ _ _ - - _ _ _ _ _ _ _ _C14 OWNER: SWIFT CREEK RD. STA. 79+00 TO STA. 95+00 PHASE I_ - - - - - - - - - - - - _C55
RAILROAD CROSSING STA. 160+00 TO STA. 176+00 PHASE I_ _ _ _ _ _ _ - _ _ _ _C15 °
NORTH TECH PARK DR. STA. 176+00 TO STA. 190+00 PHASE I _ _ _ - - _ _ _ _ _ _C16 N NORTH TECH PARK DR. STA. 190+00 TO STA. 204+26 PHASE I _ _ _ _ _ _ _ _ _ _ _C17 J 0 H N N COUNTY SWIFT CREEK RD. STA. 95+00 TO STA. 110+00 PHASE I - - - - - - - - - - -C56
TWIN CREEK RD. STA. 110+00 TO STA. 115+80, TRALEE DR. STA 1+00 TO STA. 3+89 t - -C57 z
US HIGHWAY 70STA. 5+22 TOSTA. 21+00 PHASE II_______________C18 12" GRAVITY SEWER STA. 1+00 TO STA. 17+00 PHASE 1- - - - - - - - - - - - -C58 O
E US HIGHWAY 70 STA. 21+00 TO STA. 34+70t PHASE 11 _ _ _ _ _ _ _ _ _ _ _ _ _ _C19 12" GRAVITY SEWER STA. 17+00 TO STA. 33+50 PHASE I _ - - - - - - - - - - - -C59
N NOT USED-----------------------------C20 12" GRAVITY SEWER STA. 33+50 TO STA. 35+01 PHASE I, >
NOT USED-----------------------------C21 WILSON'S MILLS ELEMENTARY SCHOOL PUMP STATION ABANDONMENT PLAN- - - -C60 J
o US HIGHWAY 70 STA. 71+15 TO STA. 86+00 PHASE II_ _ _ _ _ _ _ _ _ _ _ _C22 WILSON'S MILLS WASTEWATER PUMP STATION PLAN AND SECTIONS, PHASE I- - - -C61 U
US HIGHWAY 70 STA. 86+00 TO STA. 1 02+00 PHASE 11_ _ _ _ _ - - - - _ _ _ _ _C23 DETAILS
US HIGHWAY 70 STA. 102+00 TO STA. 118+00 PHASE 11- _ - _ _ _ _ - _ _ _ _ -C24
SEWER DETAILS _--------------------------_D1 Q
m US HIGHWAY 70 STA. 118+00 TO STA. 134+00 PHASE 11- _ _ _ _ _ _ _ _ - - - -C25 US HIGHWAY 70 STA. 134+00 TO STA. 150+00 PHASE 11- _ _ _ _ - - _ _ _ _ _ -C26 PIPE LAYING DETAILS-------------------------D2 W
US HIGHWAY 70 STA. 150+00 TO STA.166+00 PHASE 11- _ _ _ _ _ _ _ _ - - _ -C27 MISCELLANEOUS DETAILS _-----------------------D3
US HIGHWAY 70 STA. 166+00 TO STA. 182+00 PHASE 11- _ _ _ _ - - _ _ _ _ _ -C28 EROSION CONTROL AND MISCELLANEOUS DETAILS- - - - - - - - - - - - - -D4
N ' US HIGHWAY 70 STA.182+00 TO STA.198+00 PHASE II-____--_____-C29 BOARD OF COMMISSIONERS WATER MAIN DETAILS-------------------------D5 z
a US HIGHWAY 70 STA. 198+00 TO STA. 214+00 PHASE 11- _ - - _ _ _ _ _ _ _ _ -C3D Zs- 0
US HIGHWAY 70 STA. 214+00 TO STA. 230+00 PHASE 11- - _ _ _ _ _ _ _ _ _ - -C31 ELECTRICAL
US HIGHWAY 70 STA.230+00 TO STA.246+00 PHASE IL________--___C32 COOKIE POPE, CHAIRMAN GENERAL NOTES AND LEGENDS _ - - - - - - - - - _ _ _ _ _ _ _ z - .E1 O
' US HIGHWAY 70 STA. 246+00 TO STA. 262+00 PHASE I & 11_ _ _ _ - _ _ - _ _ _ _C33 WILSON'S MILLS PUMP STATION ELECTRICAL SITE PLAN - - - - - _ - - _ -E2
x US HIGHWAY 70 STA. 262+00 TO STA. 278+00 PHASE I_ _ _ _ _ _ _ _ - _ _ _ _ _C34 A 1~1 ELECTRICAL DETAILS _-------------------------E3 U)
US HIGHWAY 70 STA. 278+OOTO STA. 294+OOPHASE I______________C35 WADE M. STEWART, VICE-CHAIRMAN AAA ELECTRICAL DETAILS _-------------------------E4 Z
US HIGHWAY 70 STA.294+00 TO STA.310+00 PHASE I__________-__-C36 ALLEN L. MIMS, JR.
US HIGHWAY 70 STA. 310+00 TO STA. 326+00 PHASE I_ - _ _ _ _ _ _ _ _ _ - - _C37 O
US HIGHWAY 70 STA. 326+00 TO STA. 342+00 PHASE I_ _ _ - - - _ _ _ _ _ _ _C38 ~ i
JEFFREY CARVER ri
W. RAY WOODALL
v
DeVAN BARBOUR 0
TONY BRASWELL n 0
2
T m
N
COUNTY MANAGER
w
~N€ssRRICK J. HESTER Q~o~ dp9(ti
SEAL
g ~g 032293 t NFIQM&CREED
k
00 t~iP \,e
~Wilt 200 MacKenan Court, Suite 200
Cary, North Carolina 27511 FINAL DRAWINGS
Phone: [phone], Fax: [phone]
w AA0002667 EBOD06691 NOT RELEASED FOR
rn 3 O
CONSTRUCTION
YY YY YY.IIIV III I I VI GGV. V VI I I
b
REV. NO1- SWIFT CREEK RD. REALIGNMENT PER JOHNSTON COUNTY 8/10/107 REV. NO 2 - US 70 REALIGNMENT PER JOHNSTON COUNTY 10/22/107
n 0
vi

GENERAL CONSTRUCTION NOTES:
ti
1. ALL UNDERGROUND UTILITIES ARE APPROXIMATE LOCATION. CONTRACTOR TO VERIFY SIZE, DEPTH, LOCATION
AND MATERIAL OF ALL EXISTING UTILITIES PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR SHALL
P CONTACT 'N.C. ONE CALL CENTER' MIN. 48 HOURS PRIOR TO THE START OF CONSTRUCTION
(1-800-632-4949).
2. THE UNDERGROUND UTILITIES INDICATED ON THE PLANS HAVE BEEN TAKEN FROM INFORMATION MADE AVAILABLE FROM
G THE VARIOUS UTILITY OWNERS. THIS INFORMATION IS NOT INCLUSIVE OF ALL EXISTING UNDERGROUND UTILITIES AND
CABLES. THE CONTRACTOR IS ADVISED THAT ADDITIONAL UNDERGROUND UTILITIES AND CABLES MAY EXIST WHICH ARE
\ G7 NOT SHOWN ON THE PLANS. PLEASE BE ADVISED THAT THE UNDERGROUND UTILITIES AND CABLES COULD CONFLICT WITH THE FORCE MAIN AND GRAVITY SEWER CONSTRUCTION AS SHOWN. THE OWNER WILL WORK WITH THE CONTRACTOR TO
REALIGN THE FORCE MAIN AND APPURTENANCES TO MINIMIZE CONFLICTS. THE OWNER WILL NOT CONSIDER REQUEST FOR
m B ADDITIONAL COMPENSATION DUE TO THE PRESENCE OF CONFLICTING UTILITIES AND CABLES THAT ARE NOT SHOWN ON
THE PLANS.
FX 0 R
3. CONTRACTOR SHALL COMPLY WITH APPROVED N.C.D.O.T. AND NORTH CAROLINA RAILROAD COMPANY/NORFOLK SOUTHERN ENROACHMENT AGREEMENTS WHILE WORKING WITHIN THE AGENCIES RIGHT-OF-WAYS.
° EXISTING WILSON'S MILLS ELEMENTARY 4. CONTRACTOR TO INSTALL EROSION CONTROL MEASURES PRIOR TO THE START OF CONSTRUCTION.
9~~9 r7 Q SCHOOL PUMP STATION TO BE ABANDONED (SEE SHEET C60) N 5. ACCESS TO EACH RESIDENCE AND BUSINESS SHALL BE MAINTAINED AT ALL TIMES.
0 J
6. ALL DISTURBED AREAS SHALL BE RESEEDED WITH LIKE GRASSES IN RESIDENTIAL AREAS. DISTURBED AREAS LEFT INACTIVE BETWEEN ANY PHASE OF GRADING SHALL BE TEMPORARY
PAL R DR SEEDED WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS, WHICHEVER IS SHORTER.
SR 20 PROVISIONS FOR PERMANENT GROUND COVER MUST BE ACCOMPLISHED ON EXPOSED SLOPES
WITHIN 21 CALENDAR DAYS, AND IN REMAINING AREAS WITHIN 15 WORKING DAYS OR 90
P O > CALENDAR DAYS, WHICHEVER IS SHORTER.
P ~ 7. TRAFFIC FLOW SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION.
D 8. REPAIR AND REPLACEMENT OF HEADWALLS, MAILBOXES, DRIVEWAY CULVERTS, DRAIN PIPES, ROOF LEADERS AND DRAINS, RETAINING
0 WK I P D WALLS NOT SPECIFICALLY LISTED IN THE BID FORM, SIGNS, LANDSCAPING ETC. REQUIRED DUE TO CONSTRUCTION ACTIVITIES SHALL
BE INCLUDED IN THE COST OF THE PIPE.
9, CONTRACTOR SHALL REWORK ALL GRAVEL, CONCRETE AND PAVED DRIVEWAYS WITH LIKE MATERIAL ACCORDING TO THE
SPECIFICATIONS.
NORFOLK SOUTHERN RR
10. CONTRACTOR SHALL COORDINATE WITH JOHNSTON COUNTY FOR ANY DISRUPTIONS OF THE NORMAL OPERATION OF WATER AND SEWER SERVICES.
NORFOLK SOUTHERN RR B 00 R
11. CONTRACTOR SHALL NOTIFY APPROPRIATE PERSON AND AGENCIES TWO WEEKS PRIOR TO THE BEGINNING OF CONSTRUCTION.
1. DIRECTOR OF ENGINEERING AND INFRASTRUCTURE, JOHNSTON COUNTY. TIMOTHY G.
NORTH TEC BROOME, PE, TELEPHONE NO. 919-989-5075.
C5
12. CONTRACTOR TO PLACE ALL SPOIL MATERIAL ON THE UPHILL SIDE AWAY FROM ALL ROAD SIDE DITCHES, CREEKS AND
q WATER COURSES DURING CONSTRUCTION. ALL EXCAVATION SHALL BE BACKFILLED WITHIN THE SAME DAY.
TWIN CREEK RD
~ tih Q~ WILSON'S MII WILSON'S MILLS 13. ALL DISTURBED DITCH LINES SHALL BE RESHAPED, RESEEDED, MULCHED AND TACK COAT APPLIED. CHECK DAMS PUMP STATION
y~ PUMP STATII a (SEE SHEET (SEE SHEET C61) TO BE PLACED IN DITCHES AT THE END OF EACH WORK DAY,
JONES CT f 14. INSTALL SILT FENCE PERPENDICULAR TO FORCE MAIN AT CULVERTS UNTIL RIP-RAP IS INSTALLED OR GRASS STABILIZED.
16" PVC SR 15 1
o FORCEMAIN SWIFT EE D
INSTALLED UNDER 15. INSTALL 10 LINEAR FEET OF STRAW W/ NET AT OUTLET OF ALL DRIVEWAY PIPES AT AREAS WHERE DITCH IS
DOT CONTRACT o g. TRALEEDR 'RALEEDR DENUDED UNLESS OTHERWISE SHOWN.
16. ALL VALVES AND REDUCERS SHALL BE SUPPORTED AND RODDED TO ADJACENT FITTINGS OR
THRUST COLLAR.
COL D - SR 2020 POWELL RD 17, STATION LABELS SHOWN ON THE PLAN ARE MEASURED ALONG THE EDGE OF THE EXISTING
PAVEMENT, NOT THE PIPELINE'S HORIZONTAL ALIGNMENT. IT IS THEREFORE POSSIBLE THAT THE
ACTUAL LAYING LENGTH OF PRESSURE PIPE MAY DIFFER GREATLY FROM THE STATION RANGES
WEA WEATHERSPOONLN SHOWN PLAN AND PROFILE.
US-7 BUS SR 19) 7
STRICKLAND 18. SEE SHEET D4 FOR DETAILED SEDIMENT AND EROSION CONTROL REQUIREMENTS.
19. ALL IMPACTED STREAMS AND RIVERS ARE CLASSIFIED AS WS IV, NSW WATERS. THE PORTION OF
NEUSE RIVER SHOWN ON SHEET C44 IS CLASSIFIED AS WS IV, NSW A AND C. NO IMPACT IS
PROPOSED TO THIS PORTION OF THE NEUSE RIVER.
20. THE LOCATION OF ALL HORIZONTAL AND VERTICAL BENDS IS APPROXIMATE. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT THE HORIZONTAL AND VERTICAL ALIGNMENTS
SHOWN ON THE PLANS MEET THE PIPE MANUFACTURER'S ALLOWABLE JOINT DEFLECTIONS. ANY
ADDITIONAL FITTINGS REQUIRED WILL BE PAID UNDER THE APPLICABLE UNIT PRICE ON THE BID
FORM.
SR 1 8 21. CONTRACTOR SHALL INSTALL THE FORCE MAIN, GRAVITY SEWER AND WATER LINE WITHIN NCDOT ROW OR THE EASEMENTS SHOWN.
RDAL RD
i
A B U RD
i
Q a
LEGEND:
I ON'S I D.
LM FORCE MAIN LOCATION SIGN -°ii H H- SILT FENCE
COMP TER DR
TEL p TELEPHONE PEDESTAL NEW FORCE MAIN PH P
pp ITTLE CREE
POWER POLE EXISTING FORCE MAIN CHURCH RD. ODERICK DR a a Q
SR 1563
® FIBER OPTIC JUNCTION BOX EXISTING WATER LINE SWIFTC EKR IFT C EK IR / N 2ND ST
SR 1501 D4 EXISTING GATE VALVE - - - - - - - - UNDERGROUND TELEPHONE LINE 1501
N NEW GATE VALVE FIBER OPTIC LINE
FIRE HYDRANT ASSEMBLY I I - - - - RIGHT-OF-WAY a ~ A~p~ l
RO RS DR
CHECK DAM - - - - OVERHEAD ELECTRIC LINE 1500' 0
0 1500 3000' P R
RIGHT-OF-WAY MONUMENT ZONE 1 - RIPARIAN BUFFER ~7T 6 6
MAILBOX 7. ZONE 2 - RIPARIAN BUFFER SCALE: 1"=l! SCALE: 1"=1500' riz.)
NC 210 US_ a~ ~~~nn
~S SIGN
N T ~u
SEAL SEAL DATE: APRIL 2007 SCALE M&C FILE NUMBER
,eel ! 46
)N COUNTY EAST CLAYTON PHASE I & II MCE PROJ. N 00358-0116 coot DRAWN AMH HORIZONTAL: oRnvnNC NUMBER
0x es la° o FCC E JOHNSTON CO r- -.mwmMcl<]IN4 S qq%ki-wr IF 1"'A Al AXlT/ &
.Xl-.& wii gntnl AdII I C PWACP DESIGNED CAT i"= 1500' ^
SEAL E 200 MocKenan Court, Suite 200 CHJ I ULHY I UIN ,LAY I UIN/ •v~wv~ • 14111~I~V r I If 1 CHECKED DMH VERTICAL: n
03M3 Cary, North Carolina 27511 : MILLS A
MILLS, AREA PROJ. MGR. BFB NA N. I L
2 FORCE MAIN REALIGNMENT AND EASEMENT AENSlONS 10/22/07 h Q1NEp :r Phone: [phone], Fax: [phone] WILSON'S i AENSEO DUE TO SPoFf CREEK REALIGNMENT 8/10/07 E° q~ r... AA0002667 EB0006691 WASTEWATER TRANSI I ~ TRANSMISSION LOCATION MAP, LEGEND STATUS, REVISION
REVNO. DESCRIPTIONS DATE y./I is 6 FACILITIES IMPROVEI
S 5 www.mckimcreed.com 4PROVEMENTS AND GENERAL NOTES 2

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2 N
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GENERAL CONSTRUCTION NOTES
1. ALL UNDERGROUND UTILITIES ARE APPROXIMATE LOCATION. CONTRACTOR TO VERIFY SIZE, DEPTH, LOCATION
AND MATERIAL OF ALL EXISTING UTILITIES PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR SHALL
CONTACT 'N.C. ONE CALL CENTER' MIN. 48 HOURS PRIOR TO THE START OF CONSTRUCTION
(1-800-632-4949).
2. THE UNDERGROUND UTILITIES INDICATED ON THE PLANS HAVE BEEN TAKEN FROM INFORMATION MADE AVAILABLE FROM
THE VARIOUS UTILITY OWNERS. THIS INFORMATION IS NOT INCLUSIVE OF ALL EXISTING UNDERGROUND UTILITIES AND
CABLES. THE CONTRACTOR IS ADVISED THAT ADDITIONAL UNDERGROUND UTILITIES AND CABLES MAY EXIST WHICH ARE
~m NOT SHOWN ON THE PLANS. PLEASE BE ADVISED THAT THE UNDERGROUND UTILITIES AND CABLES COULD CONFLICT WITH THE FORCE MAIN AND GRAVITY SEWER CONSTRUCTION AS SHOWN. THE OWNER WILL WORK WITH THE CONTRACTOR TO
REALIGN THE FORCE MAIN AND APPURTENANCES TO MINIMIZE CONFLICTS. THE OWNER WILL NOT CONSIDER REQUEST FOR
BIRKDALE DR ADDITIONAL COMPENSATION DUE TO THE PRESENCE OF CONFLICTING UTILITIES AND CABLES THAT ARE NOT SHOWN ON
THE PLANS.
V 3. CONTRACTOR TO CONTACT RODNEY JOHNSON, TOWN OF SMITHFIELD UTILITIES DEPARTMENT [phone] 48 HOURS
° EXISTING WILSON'S MILLS ELEMENTARY PRIOR TO DIGGING IN THIS AREA.
SCHOOL PUMP STATION TO BE ABANDONED
J~ C3 (SEE SHEET C60)
P O ~ P ~1
NORFOLK SOUTHERN RR c: zs~
NORFOLK, SOUTHERN RR BEST WOOD DR
®mmu
NORTH TECH DR {
I
TWIN CREEK RD WILSON'S MILLS
roh / WILSON'S MIL y2 PUMP STATIC PUMP STATION
(SEE SHEET (SEE SHEET C61)
16" PVC SR 1501
q FORCEMAIN SWIFT CREEK RD
INSTALLED UNDER
DOT CONTRACT o y
COLE RD SR 2020 POWELL RD
9 O
US-70 BUS SR 1907
STRICKLAND RD
a O
C
SR 1596
CLOVERDALERD
SR 1918 (Y
0 BARBOUR RD [1~ v1]] vy
°
a a
LEGEND: SR 1913
C3 3 WILSON'S MILLS RD.
SYMBOLS pF
NEW FORCE MAIN 'I PF
RODERICK ST
EXISTING W ILMES:
® AT&T - AMERICAN TELEPHONE & TELEGRAPH - TELEPHONE ® BELLSOUTH - TELEPHONE
EMBARQ- TELEPHONE Q BTI - COMMUNICATIONS
© PEIDMONT NATURAL GAS PROGRESS ENERGY - POWER LINES
E. MARKET ST
® COLONIAL PIPELINE COMPANY - PETROLEUM LINES ® TWC - TIME WARNER CABLE - FIBER OPTIC ROGERS DR
® TWC - TIME WARNER CABLE - TV STOWN EE NOF SMITHFIELD UNDERGROUND POWER LINES
® CT&T - CAROLINA TELEPHONE & TELEGRAPH - TELEPHONE
1500' 0 0 150' 3 0' QW
® CT&T - CAROLINA TELEPHONE & TELEGRAPH - FIBER OPTIC
SCALE; SCALE: 1"=1500'
~ a
SEAL d SEAL DATE: APRIL 2007 SCALE
® JOHNSTON CO 1'w`I Mk/C~FILE NUMBER / 1 V COUNTY MCE PROJ. # 00358-0116 VOO~
PPP •.••••~V~ ~o ~,•`ao ,ofessroy iti EAST CLAYTON PHASE I & II DRAWN AM'' HORIZONTAL: ORAYANC NUMBER
&CMED F4
EAST CLAYTON _ • PPAI • w LAYTON/ W11 q0N] AA II I g P N A CF I DESIGNED CAT 1"= 1500' ^
••Ia.~vvI v 9vII VERTICAL:
032293 200 MocKenon Court, Suite 200 Cary, North Carolina 27511 WILSON'S MILLS Al MILLS AREA CHECKED DMH PROD. MGR. BFB NA
Phone: [phone], Fax: [phone] FORCE MAIN REAUGNMENT O WASTEWATER TRANSD
I REVISED DUE TO SPoFi CREEK REALIGNMENT REVISIONS ~8~10~07~ ~4. TR ~$AA00026e7 EB0006691 TRANSMISSION n EXISTING UTILITY VICINITY MAP
REV.RU. DESCRIPTIONS DATE FACILITIES IMPROVED TATUS: WAS GN 1 P ROVEM E NTS S 2
REMSIONS www.mckimcreed.com