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MC PROJECT NO. 40358-011 _--_G1 16 w
INDEX PLAN AND PROFILE 0
COVER------------------------------ * US HIGHWAY 70 STA. 342+00 Tt3 STA. 358+00 PHASE I _ _ . _ _ _ _ _ _ * US HIGHWAY 70 STA. 3a8+00 TO STA. 374+00 PHASE I _ . ~ _ ~ ~ ~ US HIGHWAY 70 STA. 374+q0 TQ STA. 390+00 PHASE I _ _ ~ _ ~ ~ ~ i US HIGHWAY 70 STA. 390+00 TO STA. 406+00 PHASE I _ ~ _ ^ r ^ ~ w
LOCATION MAP, LEGEND AND GENERAL NOTES_ - - - - - - - - - - - - - - ----G2
EXISTING UTILITY VICINITY MAP_------------------- PLAN AND PROFILE ____G3 _Coo -C41
-C42 LLJ
* US HIGHWAY 70 STA. 406+00 TO STA. 422+QU PHASE I _ . _ ,r ~ ` , `J~ * US HIGHWAY 70 STA. 422+00 TO STA. 432+3U PHASE I _ _ _ _ -C43 F-
-C4
«STA.O+OOTOSTA.'18+OOPNASEI_.~----_.._.--._.._...~-_-,----- wSTA. 16+OOTOSTA.3I+OOPHASEI_~_._.r.--~_----------- _ ` ^ _C1 ~NOTUSED_._.~---------_.~~~.___~~_~__._.~ C45 ui
_~~_C2 ~NOTUSED----- ~._..__~~_.-~--~-~-~_._r -C46 F~
*STA.31+OOTO STA. 41+OOPHASEI_~-._-_.... _~~_C3 -C47 U)
*STA. ~0+14t TD STA. 51+83t PHASE i, SUMMERLYN SUBDIVISION- - . ` *NOTUSED._..----------------------- ~r._~ *G[_EN LAUREL Rd. STA. 45+34 TO STA. 60+00 PHASE I _ ~ . - . ~ - ~ ~ . . ` .C4 *NOTUSE~_._._----------------------- X48 Q
_ _.C5 *NOTUSE~-------------------------- _ -C49
~ .Ge JOHNSTON COUNTY SWIFT CREEK RD. STA. 1+00 TO STA. 16+00 PHASE I _ _ _ ~ ~ _ , Cla ----C5o
_---G7 * SWIFT CREEK RD. STA. 16+00 TO STA. 31+00 PHASE 1
_ _CB * SWIFT CREEK RD. STA. s1+o0 TO STA. 47+oa PHASE i_ _ _ _ ~ _ ~ _ _
*GLEiV LAUREL RD. STA. 60+00 TO STA. 75+00 PHASE I_ ~ _ _ _ _ ~ _ _ ----C9 S1MFT CREEK RD. STA. 47+00 TO STA. 63+fl0 PHASE i _ _ _ _ _ _ _ ~ SWIFT GREEK RD. STA. 63+Q0 TO STA. 79+00 PHASE I_ ~ _ _ _ ` _ 51~11lFT CREEK RD. STA. 79+00 TO STA. 55+0~ PHASE i_ ~ _ _ _ _ _ _ _ SWIFT'_. CF~EEK RD. STA. 95+00 TO STA. 11 Q+00 PHASE I . _ ~ _ _ _ _ D52
~y *GLEN LAUREL RD. STA. 75+00 TO STA. 90+00 PHASE i _ _ ~ - - - ~ - - - -C70
«GLEN LAUREL RD. STA. 90+Q0 TO STA. 105+00 RHASE 1... - - - . - - - _---C11 ~C54 C/)
*GLEN LAUREL RD. STA. 105+00 TO 5TA. 120+00 PHASE I _ ~ - . ~ ~ . , * P0INHATAN RD. STA. 9 20+00 TO STA. 134+00 PHASE I _ ~ ` . , . - - . _ _ _C72 C55 Z
____C13 * TWIN CREEK RD. &TA. 110+00 TO STA. 115+g0, TRALEE DR. STA 1+OQ TO STA. 3 . C56 0
*POWHATAN RD. STA. 134+00 TO STA. 146+00 PHASE I_ . ~ . - . - - - OWNER: STA. 3+89 1 _C57
* POWHATAN RD. STA. 146+00 TO STA. 160+00 PHASE i _ ` . _ ~ ~ . ~ . ~ - * 12" GRAVITY SEWER STA. 1+OQ TQ STA. 17+00 PHASE I ~ _ _ _
g *RAILROAD CROSSING STA. 160+00 Td STA. 178+00 PHASE I_ - - - . - _~,5 * 12" GRAVITY SEWER STA. 17+00 TO STA. 33+50 PHASE i _ ~ ~ _ ! _ _ _ -CS9
v *NC}RTH TECH PARK DR. STA. 178+80 TO STA. 190+00 PHASE I _ - ~ ~ _--_Ct6 12" GRAVITY SEWER STA. 33+50 TO STA. 35+01 PHASE I,
E «NORTH TECH PARK DR. STA.190+00 TO STA. 204+26 PHASE i _ ~ ~ . ~ ~ r US HIGHWAY 70STA.5+22 TOSTA.21+OOPHASEII_------------- * WILSON'S MILLS ELEMENTARY SCH~~L PUMP STATION ABANDONMENT PLAN * WILSON'S MILLS WASTEWATER PUMP STATION PLAN AND SECTIONS, PHASE r PLAN- -C60 Z
____C18 JOHNSTON COUNTY ? Q RASE ! C61 ~mm
US HIGHWAY 70 STA. 21+00 TO STA. 34+70t PHASE II _ _ _ _ _ _ _ _ - _ _ _ - US HIGHWAY 70STA.71+15 TOSTA.86+OOPHASEII_________--__ g US HIGHWAY 70STA.86+00 TO STA. 102+00 PHASEII___-_-------_ US HIGHWAY 70 STA. 102+00 TO STA. 118+00 PHASE II_ _ _ _ _ - - - - . - - US HIGHWAY 70 STA. 118+00 TO STA. 134+00 PHASE II_ _ _ - - N US HIGHWAY 70 STR. 134+00 TO STA. 150+00 PHASE II_ _ _ _ _ _ _ _ - - - . US HIGHWAY 70 STA. 150+00 TO STA.166+00 PHASE II_ _ _ _ _ _ _ _ _ - - _ W US HIGHWAY 70 STA. 166+00 TO STA. 182+00 PHASE II. _ . _ . - _ - - _ - - US HIGHWAY 70 STA. 182+00 TO STA. 198+00 PHASE II_ _ . _ _ _ - US HIGHWAY 70 STA. 198+00 TO STA. 214+00 PHASE II_ - - - ~ US HIGHWAY 70 STA. 214+00 TO STA. 230+00 PHASE II_ _ _ _ - _ _ - - - - - US HIGHWAY 70 STA. 230+00 TO STA. 246+00 PHASE I/ PHASE II _ _ - . - - - - - X *US HIGHWAY 70 STA. 246+00 TO STA. 262+00 PHASE I_ ~ . _ ~ ~ . - . ____C18 DETAILS
- - -C20
- - -C21 SEWER DETAILS----------------------- PIPE LAYING DETAILS_____________________ __D1
'___CY2 D2
____C23 MISCELLANEOUS DETAILS___________________ EROSION CONTROL AND MISCELLANEOUS DETAILS.. _ _ _ _ _ _ _ _ - - _ D3 CD
_ _ _C24
- - -C25 WATER MAIN DETAILS_____________________ ------.~D5 W
_ _ _C28
- - -C77
- - -C28 ELECTRICAL Z
___~zs BOARD OF COMMISIONERS S ~ GENERAL NOTES AND LEGENDS _ - - _ _ ~ _ _ » ~ _ _ ~ _ " * WILSON'S MILLS PUMP STATION ELECTRICAL SITE PLAN ~ . _ _ _
E2 0
- _ -C31 ~ELECTRICALDETAILS_-_.----._._,._... *ELECTRICALDETAILS__`.._.__,_._~,r„»~_,_~_ JIAN *NOT INCLUDED IN THIS SET
Z
COOKIE POPE, CHAIRMAN 0
~ *US HIGHWAY 7D STA. 262+00 TO STA. 278+04 PHASE I_ ~ ~ ~ ~ - - F-
M *US HIGHWAY 70 STA. 278+D0 TO 5TA. 294+00 PHASE I_ .r - . ~ , - . ~ 5 WADE M. STEWART, VICE-CHAIRMA ____~38 ALLEN L. MIMS, JR. U)
a *US HIGHWAY ?0 STA. 294+00 TO STA. 310+00 PHASE ~ . ~ . ~ ~ . ~ Z
o *US HIGHWAY 70 STA. 310+00 TO STA. 326+00 F'HASE I_ ~ . . ~ . . - _C37
N *US HIGHWAY 70 STA. 328+00 TO STA. 342+04 PHASE 1_ _ ~ ~ - . _--_C38 JEFFREY CARVER 0
W. RAY WOODALL
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0 COUNTY MANAGER ~ SEAL
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O~ 3 'O RICK J. RESTER .Z• ~s; ~Q~~~~? . ~.~,,r
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m N 200 MocKenon Court, Suite 200
Li. l~ Cary, North Corolina 27511 ISSUED FOR REGUL REVIEW NOT RELE ULATORY
m W Phone: [phone], Foz: [phone]
N :LEASED
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11-11, 0+ 3 a ' FOR CONSTRUCT[ ICTION
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~ GENERAL CONSTRUCTION NOTES:
1. ALL UNDERGROUND UTILITIES ARE APPROXIMATE LOCATION. CONTRACTOR TO VERIFY SIZE, DEPTH, LOCA AND MATERIAL OF ALL EXISTING UTILITIES PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR SHA CONTACT 'N.C. ONE CALL CENTER' MIN. 48 HOURS PRIOR TO THE START OF CONSTRUCTION LOCATION
Z SHALL
(1-800-632-4949).
D 2, THE UNDERGROUND UTILITIES INDICATED ON THE PLANS HAVE BEEN TAKEN FROM INFORMATION MADE A THE VARIOUS UTILITY OWNERS. THIS INFORMATION IS NOT INCLUSIVE OF ALL EXISTING UNDERGROUND U CABLES. THE CONTRACTOR IS ADVISED THAT ADDITIONAL UNDERGROUND UTILITIES AND CABLES MAY EXI ADE AVAILABLE FROM
IND UTILITIES AND
NOT SHOWN ON THE PLANS. PLEASE BE ADVISED THAT THE UNDERGROUND UTILITIES AND CABLES COU THE FORCE MAIN AND GRAVITY SEWER CONSTRUCTION AS SHOWN. THE OWNER WILL WORK WITH THE CO REALIGN THE FORCE MAIN AND APPURTENANCES TO MINIMIZE CONFLICTS. THE OWNER WILL NOT CONSID ADDITIONAL COMPENSATION DUE TO THE PRESENCE OF CONFLICTING UTILITIES AND CABLES THAT ARE N AY EXIST WHICH ARE
> COULD CONFLICT WITH HE CONTRACTOR TO
~ONSIDER REQUEST FOR
ARE NOT SHOWN ON
F R THE PLANS.
3. CONTRACTOR SHALL COMPLY WITH APPROVED N.C.D.O.T. AND NORTH CAROLINA RAILROAD COMPANY/NO ENROACHMENT AGREEMENTS WHILE WORKING WITHIN THE AGENCIES RIGHT-OF-WAYS. qY/NORFOLK SOUTHERN
EXISTING NALSON'S MILLS ELEMENTARY
~ ~ O SCHOOL PUMP STATION TO BE ABANDONED 4. CONTRACTOR TO INSTALL EROSION CONTROL MEASURES PRIOR TO THE START OF CONSTRUCTION.
y (SEE SHEET C60)
JF' 5. ACCESS TO EACH RESIDENCE AND BUSINESS SHALL BE MAINTAINED AT ALL TIMES.
PAL R DR 6. ALL DISTURBED AREAS SHALL BE RESEEDED WITH LIKE GRASSES IN RESIDENTIAL AREAS.
SR 20 DISTURBED AREAS LEFT INACTIVE BETWEEN ANY PHASE OF GRADING SHALL BE TEMPORARY
SEEDED WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS, WHICHEVER IS SHORTER.
J ~ O PROVISIONS FOR PERMANENT GROUND COVER MUST BE ACCOMPLISHED ON EXPOSED SLOPES
P WITHIN 21 CALENDAR DAYS, AND IN REMAINING AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS, WHICHEVER IS SHORTER.
7. TRAFFIC FLOW SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION,
O WK 8
8. CONTRACTOR SHALL RESET ALL DISTURBED MAILBOXES, SIGNS, HEADWALLS, ETC.
g, CONTRACTOR SHALL REWORK ALL GRAVEL, CONCRETE ANO PAVED DRIVEWAYS WITH LIKE MATERIAL ACC SPECIFICATIONS. _ ACCORDING TO THE
NORF04K SOUTHERN RR
10. CONTRACTOR SHALL COORDINATE WITH JOHNSTON COUNTY FOR ANY DISRUPTIONS OF THE NORMAL OPE AND SEWER SERVICES. _ OPERATION OF WATER
11. CONTRACTOR SHALL NOTIFY APPROPRIATE PERSON AND AGENCIES TWO WEEKS PRIOR TO THE BEGINNIN CONSTRUCTION. INNING OF
NORFOLK SOUTHERN RR B 0 R
1. DIRECTOR OF ENGINEERING AND INFRASTRUCTURE, JOHNSTON COUNTY. TIMOTHY G. Y G.
NORTH TEC BROOME, PE, TELEPHONE N0. 919-989-5075.
D 12, CONTRACTOR TO PLACE ALL SPOIL MATERIAL ON THE UPHILL SIDE AWAY FROM ALL ROAD SIDE DITCHES WATER COURSES CURING CONSTRUCTION. ALL EXCAVATION SHALL BE BACKFILLED WITHIN THE SAME DA WILSON'S MILLS TCHES, CREEKS AND
a ~ TWIN CREEK RD VWI_S PUM ~ i~~~,~y~ ~?JONES CT SEE IE DAY.
~ PUMP STATION
y~ a~ (SEE SHEET C61) 13. ALL DISTURBED DITCH LINES SHALL BE RESHAPED, RESEEDED, MULCHED AND TACK COAT APPLIED. CHE ;T 1 ~ i i T~ RF PI ACF~ IN ~ITC`HFS aT TNF Fnin n~ ForN wnRk nnv . CHECK DAMS
_
I
" 16" PN~C / SR 15 1 14. INSTALL SILT FENCE PERPENDICULAR TO FORCE MAIN AT CULVERTS UNTIL RIP-RAP IS INSTALLED OR G TRALEEDR 15. INSTALL 10 LINEAR FEET OF STRAW W/ NET AT OUTLET OF ALL DRIVEWAY PIPES AT AREAS WHERE DIT DENUDED UNLESS OTHERWISE SHOWN. OR GRASS STABILIZED.
FORCEMAIN SWIFT EE D
INSTALLED UNDER ER
OOT CONTRACT o TRALE SR 2020 ;E DITCH IS
16. ALL VALVES AND REDUCERS SHALL BE SUPPORTED AND RODDED TO ADJACENT FITTINGS OR
OL D POWELL RD THRUST COLLAR. 1
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
ATH RSPOON LN ACTUAL LAYING LENGTH OF PRESSURE PIPE MAY DIFFER GREATLY FROM THE STATION RANGES
US- BUS SR 190 STRICKLAND SHOWN PLAN AND PROFILE.
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.
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PH E I I SR' 8 RDA RD
~ ABU RD
Q a a
1
ON S I
FORCE MAIN LOCATION SIGN --r~-iT-~- SILT FENCE Pis 11
SIN COMP TER DR
TELEPHONE PEDESTAL NEW FORCE MAIN ¦ PED ITTLE CREE
EXISTING FORCE MAIN E MAIN CHURCH RD.
POWER POLE SR 1563 DERICK DR
FIBER OPTIC JUNCTION BOX EXISTING WATER LINE R LINE SWIFT C SR 1301 NIFT C K R N 2ND ST JST
~ 1301
p4 EXISTING GATE VALVE - - - - - - - - UNDERGROUND TELEPH NEW GATE VALVE TELEPHONE LINE
- FIBER OPTIC LINE VE
A
FIRE HYDRANT ASSEMBLY RIGHT-OF-WAY RO RS DR
I I
CHECK DAM OVERHEAD ELECTRIC LI RIGHT-OF-WAY MONUMENT ZONE 1 -RIPARIAN B ;TRIG LINE 150~~ 0 1500' 3000' p R
ARIAN BUFFER
SCAL ARIAN BUFFER SCALE: 1 "=1500 riz.
Q MAILBOX ' ' ' ' ~ ZONE 2 -RIPARIAN 6
Q siGN NC 210 U~
3 FRO FRONT ST
F
SEAL SEAL SEAL oaTE: MAY 2007 F7r)K7nKI CALE 1:6 LE NU~M7BEN
..,a-c _._aRo;••,~ _v~ ~rrn? ~r c~ ,~nrr~r~ J O H N STO N ~ N COUNTY F A C T ~ I e V-rn ni D LI A C C I I MCE PROJ. # 0 $ 00358-011 6 rei OO`
L/'1~.7 1 VLlI 1 1 VI\ 1 I 1/"~JL 11 DRAWN AMH "`v" , 1'%I-. DRAWING NUMBER
,;..~oQ~b•~'~~~jd,~sti.~s. V IVr6ol\]IVJLC?iJ CAT 1 1500'
200 MacKenan Court, Suite 200 EAST CLK v U11 I ONI DESIGNED CHECKED DMH VERTICAL: G2
2= ~ Cary, North Carolina 27511 WILSON'S MIL BFB NA
. ' A.~`Q Phone: [phone]., Fax: [phone] i MILLS AREA PROJ MGR.
AA0002667 E60006691 WASTEWATER T ~~~tyR~~~7 www.mckimcreed.com FACILITIES IMPF; R TRANSMISSION LOCATION MAP, LEGEND STATES: REVISION
1 WETLAND PERMITTING REVISIONS 6/8/07 REV.NO. OESCRIP110NS DAIS
ONS MPROVEMENTS AND GENERAL NOTES
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GENERAL CONSTRUCTION NOTES
~p ~
~O 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 THE VARIOUS UTILITY OWNERS. THIS INFORMATION IS NOT INCLUSIVE OF ALL EXISTING UNDERGROUND UTILITIES AN CABLES. THE CONTRACTOR IS ADVISED THAT ADDITIONAL UNDERGROUND UTILITIES AND CABLES MAY EXIST WHICH ABLE FROM
a ES AND WHICH ARE
;ON FLI C T WITH
NOT SHOWN ON THE PLANS. PLEASE BE ADVISED THAT THE UNDERGROUND UTILITIES AND CABLES COULD CONFLI THE FORCE MAIN AND GRAVITY SEWER CONSTRUCTION AS SHOWN. THE OWNER WILL WORK WITH THE CONTRACTOR ACTOR TO
REALIGN THE FORCE MAIN AND APPURTENANCES TO MINIMIZE CONFLICTS. THE OWNER WILL NOT CONSIDER REQUE ADDITIONAL COMPENSATION DUE TO THE PRESENCE OF CONFLICTING UTILITIES AND CABLES THAT ARE NOT 5HOW THE PLANS. ZEQUEST FOR
SHOWN ON
3. CONTRACTOR TO CONTACT RODNEY JOHNSON, TOWN OF SMITHFIELD UTILITIES DEPARTMENT [phone] 48 H PRIOR TO DIGGING IN THIS AREA. 48 HOURS
BIRKDALE DR
p(IS11NG MALSON'S MILLS ELEMENTARY
SCHOOL PUMP STATi~I TO BE ABANDONED
O (SEE SHEET C60)
Q-~°A~ y
v~
P
P
NORFOLK SOUTHERN RR
BEST WOOD DR
NORF04K SOUTHERN RR
NORTH TECH DR
> ~
O TIMN CREEK RD ~ PUMP S A (SEE` SH
ILS~V'S MILLS JMP STATION
ti~ SEE SHEET C61)
'Q'
~y ~
~ / r' SR 1501
16 PVC SWIFT CREEK RD
~ FORCENI/UN
INSTALLED UNDER
OOT CONTRACT 0
SR 2020
POWELL RD
COLE RD
5 c~
SR 1907
US-70 BUS STRICKLAND RD
V
C 8 SR 1398 CLOVERDALE RD
SR 1918
AS BARBOUR RD
a a
0
SR 1813
WILSON'S MILLS RD.

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NEW FORCE MAIN RODERICK ST ROGERS DR
EXISTMVC3 UT~TIE3~
AT&T -AMERICAN TELEPHONE & TELEGRAPH -TELEPHONE ~ BELLSOUTH -TELEPHONE E. MARKET ST
EMBARQ- TELEPHONE O BTI -COMMUNICATIONS
PEIDMONT NATURAL GAS ~ PROGRESS ENERGY -POWER LINES
OP TI C
COLONIAL PIPELINE COMPANY -PETROLEUM ONES ~ TWC -TIME WARNER CABLE -FIBER OPTIC
TWC -TIME WARNER CABLE - TV ~ TOWN OF SMITHFIELD UNDERGROUND POWER L SEE NOTE 3. 'OWER LINES 0 15 3 0'
1500'
CT&T -CAROLINA TELEPHONE & TELEGRAPH -TELEPHONE
CT&T -CAROLINA TELEPHONE & TELEGRAPH -FIBER OPTIC S SCALE: 1"=1500' oriz.
i
DATE: ?N ~OUN~ ~eCT ri oYT(1N PHA~F I' MCE PROJ, # 00 nRawN MAY 2007 SCALE M&C FILE NUMBER
SEAL SEAL _ _ JQHNST4N G003 p 00358-011 HORIZONTAL
AMH oxAvnNC NUMBER
%W OEM
y 2 NIZKM4&Cl<hL) OF, oQ~o~~ss~dH~.`y~'•.; EAST CLAY r L/'1 i 1 ONI DESIGNED CAT 1 1500'
CHECKED DMH VERTICAL: G3
z ~ SEAL 200 MacKenan Court, Suite 200 WILSON'S MILI MILLS AREA PROD. MGR. gFg NA
• s p37293 ~ ~ Cary, North Carolina 27511
Phone:, 919 233-8091, Fax: [phone] ( ) (919 > WASTEWATER ~G TR.~~ ME t TRANSMISSION REVISION
~~'i q~•T AA0002667 E60006691 FACILITIES IMPRI APROVEMENTS EXISTING UTILITY VICINITY MAP STATUS: 1
6/08/07 1 WETLAND PERMITTING REVISIONS pop ~e ~www.mckimcreed.com
ftEV.NO. ASCRIPTIONS SATE 7 a
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CC~NTRAGTOR TO INSTALL FORCE MAIN AT ELEVATION RE~?UIR£D TO AVOID HIGH
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300 EXI571NG 300
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295 3'-6" MIN, COVER
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5' 280 280
0 275 275
5'
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SCALE: 1"=5' (Vert.)
r s SEAL ~ SEAL % %I III JR, MAY 2007 Joe SCALE =M&CLE NUMBER
T~l1~I ~`r1I II~ITV DATE---
V go"% 00358-0116 vv , 1%0
'Ofmargo ;p 11t%Aj & "wRE NFI<IA4 C ED • • PHASE II E PH ° " DRAWN AMH HORIZON TAL: DRAWING G NUMBER
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= 200 MacKenan Court, Suite 200 D aMH VERTICAL: C18
.i?~,•` Cary, North Carolina 27511 WILSON'S N J'S MILLS AREA CHECKED PROJ. MGR. A GR. BFB 1 5?
~w4'~l'~~~~~•,~~• Phone: [phone], Fax: [phone] 'ER TRANSMISSION H IGHWAY 70 STATES:
1 REMSEU TO SHOW NEUSE BUFFER 5/14/07 TRO AA0002667 E60006691 STEWATER REVISION
REV.NO. OESCRIPTION5 DATE IM www.mckimcreed.com FACILITIES > IMPROVEMENTS STA. 5+22 TO STA. 21-1-00
REAZIONS

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200 MacKenan Court, Suite 200
Cary, North Carolina 27511
Phone: [phone], Fax: [phone]
AA0002667 EB0006691
www.mckimcreed.com
JOHNSTON COUNTY
EAST CLAYTON/
WILSON'S MILLS AREA
WASTEWATER TRANSMISSION
FACILITIES IMPROVEMENTS
PHASE II
16" PVC FORCE MAIN
HIGHWAY 70
STA. 21+00 TO STA -..34+70±
315
310
305
300
295
290
285 10'
280 5'
275 0
5' Lm
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DATE_
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M&C FILE NUMBER
CU119
DRAWING NUMBER
H ORI ZON TAL:
1 "= 50'
VERTICAL:
C19
1 "=51
STATUS: REVISION

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SCALE: 1 "=50' (Horiz.)
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265 265
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5'
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SCALE: 1"=5' (Vert.)
SEAL AL
DATE: MAY 207 PSALE M&C FlLE NUM6ER
JOHNST ~`'~a'~--....AROa_~.~ ll ~'TlT1? ,nTTTT ETON couN-r~r DU A CC II MCE PROJ. # PR CU1 23 oJ. 00358-011s ~nai r n r .
rnm.4D~ 11 DRAWN IN AMH nvRII- V11 f r1 L. DRAWING NUMBER
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SEAL SEAL GATE: MAY 2007 SCALE M&C FILE NUMBER
~O~ [ ~0~~~ pu e C~ " MCE PROJ. # ) rpm~ ROJ. _ # 00358-0116 CU ~ 26
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C7 %*1wO1NMLjL1J i i I r-1 .r" I I orznwN AMH V v DRAWING NUMBER
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SEAL 200 MacKenan Court, Suite 200 EAST CLP CLAYTON/ 16" PVC FORCE MAIN DESIGNED CHECKED D DMH VERTICAL: C26
sn 03M3 Cary, North Carolina 27511 WILSON'S MI S MILLS AREA 7ROJ. MGR. MGR, BFBJ 1=5'
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REV.NO. oESCaana+s DATE 1
IREASIONS IMPROVEMENTS STA. 134+00 TO STA. 150+00

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1. CONTRACTOR TO VERIFY SIZE, DEPTH, MATERIAL AND LOCATION FOR ALL UNDERGROUND UTILITIES PRIOR
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 IS NOT INCLUSIVE OF ALL EXISTING F ~ A I N P A I WW
UNDERGROUND UTILITIES AND CABLES. THE CONTRACTOR IS ADVISED THAT ADDITIONAL UNDERGROUND UT AND CABLES MAY EXIST WHICH ARE NOT SHOWN ON THE PLANS. PLEASE BE ADVISES THAT THE - - WV)
1 ~ • ~ ~ Z -W
UNDERGROUND UTILITIES AND CABLES COULD CONFLICT WITH THE FORCE MAIN CONSTRUCTION AS SHOWN. .J =W
OWNER WILL WORK WITH THE CONTRACTOR TO REALIGN THE FORCE MAIN AND APPURTENANCES TO MINIMI • • V~
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WETLAND IMPACT FLAGGING IDENTIFICATION Mi N
COORDINATES
FLAG DESCRIPTION
N=660348.0140
E=2180783.9100
WF M 1
N=660360.8420
E=2180817.8230
WF M 2
N=660379.2220
E=2180854,0200
WF M3
N=660368.5970
E=2180859.1380
WF M4
N=660354.2150
E=2180813.3820
WF M5
s
N 660340.6940
1 11
E 218078 .5 0
F
w M 6
N=659944.8816
E=2180892.1326
WF N1
N=659944.8195
8 5
WF N2
N 659945.7834E
a•tt•
2 180957.5729
WF N3
N=659938.3107
E=2180952.3556
WF N4
N=659937.9774
E=2180941.7056
WF N5
N-659938.9361
E=2180888.9613
WF N6
199+00 200+00 201+00 202+00 203+00 204+00 205+00
SEAL
1 I REVISED TO SHOW NEUSE BUFFER 5/14/07
REV.NO. I pESMP110NS DATE
EAL
206+00
v
W,D
200 MacKenan Court, Suite 200
Cary, North Carolina 27511
Phone: [phone], Fax: [phone]
AA0002667 EB0006691
www.mckimcreed.com
207+00
208+00
JOHNSTON COUNTY
EAST CLAYTON/
WILSON'S MILLS AREA
WASTEWATER TRANSMISSION
FACILITIES IMPROVEMENTS
209+00
210+00
211+00
PHASE II
16" PVC FORCE MAIN
HIGHWAY 70
STA 198+00 TO STA. 214+00
212+00
213+00
DATE:
MAY 2007
MCE PROJ. #
00358-0116
DRAWN
AMH
DESIGNED
CCG/CAT
CHECKED
DMH
PROJ. MGR.
6F8
240
235
230
225
220
215
210
205
200
214+00
SCALE
M&C FILE NUMBER
CU1 30
HORIZONTAL'
DRAWING NUMBER
1 "= 50'
VERTICAL:
C30
1 "= 5'
STATUS:RE sIoN -1
, - - .1

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1
230 230
M B NDS
225 225
- - - ------r----- - -
-
220 3'-6" MIN. COWER N. 220
COMBINATION A1R/VACUUM AND -
z~5 AIR RELEASE VALVE (FIELD 215
LOCATE AT HIGH POINT
- - ~ Y
- - - - W p - W
- - - - LY
210 Z U 210
~=CL'
J t/'S
- - EXISTING GfiADE - - EXtSTING 12" - -
205 WATER LINE 205
- - -f - - -
INSTALL 16" D.I. - 3~ MIN.. -
200 PIPE WITHIN 100' 200
RADIUS OF 11VELL - - - ~ -
16" 45' MJ BEND
8, i 1:8" ` `-MIN:
10' 195 195
t 6" 90' M J BEN D - - - - INSTALL 16" D.1:'
5~ 190 16" DIP FORGE MAIN ~ 190
T BORE & JACK 6d LF 3tl"
STEEL EN~ASEMEIVT PIPE - (MIN. 0.312" WALL - - ~ THICKNESS) W/ 60 lF 16" _ PIF~ WITHIN ~ d0' - - - - - - - RADIUS OF WEtL - -
Q 185 D.I. CARRIER PIPE ---------T-- - 185
i - ~ - - ---1~__ _ , ~ ~ _ - i - 224+00 225+00 226+00 227+00 228+00
5' 214+00 215+00 216+00 217+00 218+00 10 219+00 220+00 221 +00 2~2+00 223+00 229+00 230+00
SCALE: 1 "=5' Vert.
SEAL SEAL DATE: ILE NUMBER APRIL 2007 FHOR17ONTAI SCALE M$C F
QZ n.•a_ _V~ ~rn? ~r ~ , ~ r. r. r~ . J O H N S TO TON COUN~ DV ACC II MCE PROJ. # ROJ. 00358-0116 CV1 31
sal i i in.J " I i DRAWN AMH DRAWING NUMBER
QED CCG CAT 1 50'
` sue. 200 MacKenan Court, Suite 200 EAST CL .•~2 ~ Cary, North Carolina 27511 WILSON'S IV f CLAYTON/ 16" PVC FORCE MAIN DESIGNED CHECKED ED DMH VERTICAL: C31
I'S MILLS AREA PROS. MAR. MGR. BFt3 =51
% Phone: [phone], Fax: [phone]
AA0002667 E60006691 WASTEWATER ~ www.mckimcreed.com FACILITIES IMF 'ER TRANSMISSION HIGHWAY 70 STATES: S; REVISION
T R REV.NO. DESCRIPTIONS DATE 40;~/+~4
REMSIONS IMPROVEMENTS STA. 214+00 TO STA. 230+00
0

t
FLEXIBLE SEAL
MIN. 10 LF FORCE MAIN ~ a
USE MIN. 4 EA. 3/8° ANCHOR CENTERED ON MANHOLE a< a Q..
BOLTS TO SECURE FRAME TO MANHOLE
IN NQN-TRAFFIC AREAS OR RAISED MANHOLES NOTES: ~ 5' DIA. PRECAST 2" ns~a~nc cur to CONCRETE MANHOLE CONC. OR AS IN NEAT E6GE )GE
1. FORCE MAIN PIPE SHALL BE BE ~ WITH FLAT TOP P~A~
CENTERED ACROSS MANHOLE. OLE.
d D STANDARD MANHOLE 2. CONTRACTOR TO INSTALL RING AND COVER FORCE MAIN AT DEPTH 2,000 PSI CONCRETE 8" COMPACTED CTED
00000 D00000~ REQUIRED TO FACILITATE " t . - _ - ; ~ 12" L CRUSHER RUN 'I STABILIZED WITH SYe RUN WITH 590
000000 j USE 4 EA. ANCHOR BOLTS INSTALLATION OF AIR PORTLAND CEMENT CEMENT
aooooov L TO 60~T FR,aME TO SPnCER. RELEASE MANHOLE AT HIGH g" USE ROPE MASTIC SEAL POINT OF LINE. ° GH ~ ° ~ ~ BURIED - - - SELECTED
00000 8" MAX. FOR SPACER 9ETWEEN FRAME AND SPACER. 3. SEE PLANS FOrZ FORCE MAIN RAIN • ~ • CRISPIN COMBINATION AIR/VACUUM PIPE - aACKFa~ rn~aEo AND AIR RELEASE VALVE dR uNE - IN LAYERS PED
STD, MANHOLE ~ RING & COVER MATERIAL. y• APPROVED EQUAL
LABELED O x' O O
~~SANITARY SEWER" PLAN SECONDARY HIGHWAYS & CITY STREET ET
~ ~ MANHOLE STEPS d' 16" O.C.
FRAME & COVER a ~ , ECCENTRIC CONCRETE MANHOLE LOCKABLE 24" RING & COVER NCDOT
I O TtiPER UNIT N WI1H FLAT TOP TRAFFIC RATED W/ 1" DRILLED VENT HOLE
23.5" " ~ ~ JOINTS SHALL BE SEALED USE STAINLESS STEEL HEXHEAD BOLTS FLUSH WITH FINISHED GRADE
WITH A RUBBER 0-RING ~ GASKET OR ROPE MASTIC SEAL.
j CEMENT GROUT ALl JOINTS ((I ~ ~ ~ I (I I ~ I I _ OR CONCRETE MIX
INSIDE AND OUT I ( I I-) I Z" PLANT MIX ASPH 5AW TO NEA I I i I I TIE 8~ RSNDINAL . W TO NEAT EDGE
COVER RISER UNIT _I I ' XISTING PAVEMEN MANHOLE STEPS SHALL BE PAVEMENT
FINISHED GRADE USE MIN. 4 EA. 3/8" ANCHOR 5" 4' DIA. MIN. ~ 5" ~2" MIN. NIN. PLACED 16" O.C. NhiEN ' ` ~ ~
Z BOLTS TO SECURE FRAME TO MANHOLE 5~ MIN. DEPTH OF MANHOLE EXCEEDS S'. CONCRETE - - - -
1Y2~:12" SLOPE BACK FLUSH ATTACHMENT - - - - „ WITH QUICK COUPLER - 6~ HB HB
BASE COURSE BASE COURSE ON ALL INVERTS BASE UNIT 24" MAX, LAX,
• ~ STD. MANHOLE • . • RING & COVER ' SELECTED BACKFlLL - - - NOTE: ALL PAVEMENT BE REPAIRED W1 2" COMBINATION AIR/VACUUM AND TAMPED IN 6" THE SAME WEEK 'AVEMENT SHALL PAIRED WITHIN
. . , d• EXTENDED BASE BRICK & MORTAR INVERT AIR RELEASE VALVE - CRISPIN LAYERS cur. AME WEEK IT IS
. ; (IF REQUIRED) 1 /2 PIPE DIA. ~~A OR APPROVED EQUAL uNEED PIPE
-I ~ RAM-NEK s I ~ ~ . ; • z . . ' ' 2~~ ISOLATION VALVE AN
. SEALANT COMPACTED FILL COMPACTED FILL • • Q , . , ~ EX ERIORLOFRPVC PIPE y, . ~ ' ~ ' TO PREVENT BOND ~a:... s INLET PIPING SHALL BE PRIMARY HIGHWAYS • . . ~ ,s.. g SCH 40 SS 316
P WIDTH ~ TAPPING SADDLE
NOTE: CONCRETE ENCASEMENT SHALL REQUIRE INSIDE OF BASKET STRAINER TRANSVERSE AND LONGITUDINAL CUTS 2,000 PSI CONCRETE
FRAM ONLY BE USED IN AREAS WHERE COVER MIN. 6" GRAVEL BEDDING MANHOLE SHALL 8E FACTORY EPOXY COATED MIN. 50 MIL
IS TO BE FLUSH WITH PAVEMENT OR CONCRETE. CONCRETE ENCASEMENT SURFACE DRY. EPOXY SEALER SECTION
SHALL NOT BE USED IN NON-TRAFFIC AREAS AND ABOVE GRADE COATING SHALL BE
INSTALLATIONS. STANDARD PRECAST CONCRETE MANHOLE PRIME COATING AND FINISH NSP 100 ANO NSP 120. NOT TO SCALE DETAILS FOR CUTTING J AIR/VACUUM AND AIR RELEASE REPLACING PAVEMEN NQT TO SCALE AND
IENT
STANDARD MANHOLE FRAME 8c COVER COMBINATION Ai MANHO
NOT TO SCALE ~IHOLE FOR FORCE MAIN
NOT TO SCALE
arra DaEe ame ate ama
ame ~e Drawn B . ~~~~,i~;~ ~3s~: '?"ki:~'~ PAGE D?a Checked B ~ . - Cn@ A roved Dap~nmantotPubNeUl~ie~ '~Y~'~':.~'~~:-".''r~^ wira~a'.~`t's~~. ~ A o?axm sY - - , •x;. PAGE drawn ey. , , $,rv r°~ PAGE Drawn e : PAGE
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SCele: P.O.Botc2263 ~iai'i:r.:~~ii S';;'Cdi,,.. S O: smNFdieId,NC 27577 it~it;i:i't+:~~` 1 3 S P.O.BoXZ263 ~'-~i~' :~;~?t.;F:,i~'I:l•-'f~,'9:~'tFii S P.Q. Box 2263 i` ,
SCeIl: P.O. BOx 2283 `"i`i~lI1C,.=:. t,+' i;;.^,# i['.: if'. Sce SInNhAaId~NC 27577 r'i«Fily is ti s~° . SmNHlsld, NG TJ577 ~~t ~a'sE~>::~c:° . ;iVw I.1 ~i7s~~lilGlJk ~:y
12"
10%a~~
FASTEN BRIDLE RODS TO FITTING
FLANGE USING ~'4" TURNED EYE BOLTS.
~'a" S.5. BRIDLE RODS SHALL BE
WELDED TO THE ENCASEMENT PIPE.
WELD AREAS SHALL BE PAINTED WIThi 2 COATS OF BITUMINOUS BASE PAINT. RESTRAINED NEW CONC. TO BE 3000 P51 SAW CUT & REMOVE ;EMOVE EMENT,
NEOPRENE OR NYLON SPACERS ~ FLANGE ADAPTER M~ ACCESSORY KIT EXISTING PAVEMENT. 1" DIA. SMOOTH BAR
"UNIFLANGE" OR EQUAL BORE 1 1/8 " DIA,1'-0"
ENCLOSE ENDS WITH 9" 1'-6" EXIST. CONC. ON CENTER ALONG CUT
RICK MASONRY & GROUT "FIELD LOK" GASKET TYP.
OR EQUAL n a a ~ a o•
a ,e , ' e. .Q D s •s
COPOLYMER POLYPROPYLENE D
PLASTIC M.A. INDUSTRIES MODEL PSI-PF OR APPROVED EQUAL. DIP (BELL DIP (PE) z~~ ~ ,
v ~ EXPANS 6" COMPACTED ~ ` MASTIC EXPANSION JOINT MATERIAL AND MASTIC SEALANT, AS REQUIRED
y~~f~ N0. 67 STONE BY THE BY THE N.C.D.O.T. STANDARD SPECS.
' 1'-0" : NP. ' ' • ~
PLAN
NEOPRENE OR NYLON ~ ~ ~ ~'F- UNDISTUR 3/4" THREADED TYPE 304 ~N 6" LAYERS. ~ NDISTURBED SOIL
NOTES• SPACERS BACKFILL, TAMPED
1. NEOPRENE OR NYLON SPACERS SHALL o OR TYPE 316 S.S. RODS / PIPE
BE USED IN LIEU OF TIMBER SKIDS. o. 9Y" a MIN. 4 EA. NOTES; COTES:
2. TWO SPACERS PER JOINT SHALL BE USED FOR D.I.P. CARRIER PIPE AND CARRIER PIPE i ' ~ ' • ~ 1. PAVEM . PAVEMENT CUTS OVER 5"-0" SHALL BE
THREE SPACERS PER JOINT SHALL BE ~ ~ 3~~, ~ ~ i REINF ~S RESTRAINT DETAIL REINFORCED TO N.C.D.O.T. STANDARDS.
USED FOR PVC CARRIER PIPE.
3. ENCASED BORES ALQNG GRAVITY ~ 20• COLLECTION SYSTEMS SHALL NOT STEEL ENCASEMENT PIPE
REQUIRE BRIDLE RODS. SECTION HARNESS
4. 2 EA. 3/4' S.S. BRIDLE RODS SHALL BE NOT TO SCALE
REQUIRED ON ALL LINES 8'~4~ AND CONCRETE PAVEMENT PATCH DETAIL
SMALLER. 4 EA. 3~4~~ S.S. BRIDLE RODS
SHALL BE REQUIRED ON ALL LINES
10"~ AND LARGER.
5. CARRIER PIPE SHALL BE INSTALLED USINGFIELD LOK' GASKETS OR
APPROVED EQUAL. POLYPROPYLENE PLASTIC STEP
NOT TO SCALE
STANDARD BORE ENCASEMENT
NOT TO SCALE
ame Date ame Date PAGE
°"1° ~ PAGE d,~ Dravm B . .M'S`G'. ~ d~ B • PAGE btaam By: JOlwPON CONY $y''q~
cneciced e . JOlNI~ONC01/AY xx'~ a;~~„'~ ~~;r cn A ed B . DepKhnerd o/ PuAMc UI~Yiifas ,'~.-,~;ai'~fz~ 1'Ct ~::+i"~ A CheckedB CQ~Y ;,~~*~~,il'{:`.i~$r cz~:ri`i~~r'~ :hecked8 ~ A ed8 DepsitmerAotPublteUUllfes ~~~~'i'~€:r,,3L"~.'Y~,~.'1;?:~.. e~~ aved lbpa SCele: P.O.Box~283 ~t:ly'Y_*fii;'.`•}~i~'Fi_, f-'I~~isc: l~) ~J(~~~~1'iWt~~ psi-Y~,x P._t rit ~ ~ry 5r~+.a+cx ^.S, } ~'a~ ~hIII~IM Otf WIW' N~ WYM• '~'y%~ 6 SBT2 S.v.1~R~'8 R`~f oC ~.Y.W. Y S~"#6 i..~.
q P.O. Baoc?283 Sca &nllhHeid, NC 27577 ~',l''Qt;b~~a~Y~il~l`i~: :;f 1')~f P.O. Bwc 2' 69 ;"'ei;`z:k1~'3: 3°'iwi'#'~~~ s~',~ SmMlAfeld, NC 27bT! t; f'
btnkFdfe~, NC 27577 ~'~;~'~ii{'ti)iE:3i`.."}! ;7; h Rev. 0 on D IniC °Y
Rsv. Deeal Dam Ihlt Rev A''
DATE: APRIL 2007 SCALE LM&C FILE NUMBER
~ SEAL SEAL D001
~C~N C`_C'~l 1NTY ou w cr i n ~~n ou n cr II MCE PROD. # ,aJ. # 0358 0116 NnQ17nn~TAI
x a *0 -two ~ v ¦ v v v¦ ¦ ¦ r 1-I /~?JG 1 /"11 V V r 1-1 /`1~7G 11 DRAWN TJJ DRAWING NUMBER
Kt U 44 7:*PM DESIGNED :D GCG NA
- ~ SEAL ~ z = s 200 Mackenan Court, Suite 200 EAST CL • CLAYTON/ CHECKED DMH VERTICAL:
~ 032293 = = Cary, North Carolina 27511 WILSON'S M Phone: [phone], Fax: [phone] AA0002667 E80006691 WAbTEWATER ~ IM www.mckimcreed.com FACILITIES AGR. BFB NA
'S MILLS AREA PROS. MGR.
Z40 'A si'G1Nti~ Q' REVISION
RP~~7 ER TRANSMISSION SEWER DETAILS STATUS: 'HMPROVEMENTS
REV.NO. DESCRIPTIONS DATE ONS

EXISTING
GROUND
NEW FORCE MAIN
(DIAMETER VARIES)
VVlV 11 %"%_0 i Vl♦ 1 V vV.I 1..&_1--f . tIVV. W• . . v
FORCE * MAIN AROUND EXISTING STORM
DRAIN PIPE
HAND PLACED
DENSELY COMPACTED
BACKFILL TO 1 FT.
ABOVE TOP OF PIPE
BEDDED PIPE
EXISTING STORM DRAIN PIPE (SIZE
VARIES)
D.I, PIPE
WHERE SPECIFIED
(DIAMETER VARIES) SECTION VIEW
NEW PVC FORCE MAIN
(DIAMETER VARIES)
HAND PLACED
DENSELY COMPACTED
BACKFILL TO 1 FT.
ABOVE TOP OF PIPE
BEDDED PIPE -
MINIMUM STONE
EMBEDMENT AS
INDICATED. GREATER IF
REQUIRED BY
MANUFACTURER -
SHAPED STONE
TO PROVIDE BEARING
ALONG ENTIRE LENGTH
OF. PIPE BARREL
24" + O.D. MAX.
12"+O.D.MIN.
SANITARY SEWER
(0'--8' DEPTH)
PIPE LAYING
CONDITION "A"
D/4
24" M I N .
CLEARANCE
PROPOSED TER WA MAIN
EXISTING STORM SEWER -
NOTE:
WATER LINE SHALL BE DUCTILE IRON
PIPE AT ALL AREAS WHERE MIN 12"
CLEARANCE CANNOT BE MAINTAINED.
INSTALL AT LEAST ONE JOINT
CENTERED OVER STORM DRAIN.
PIPE
CROSSING DETAIL *19* STORM PIPE O.D. + 3'
NOT TO SCALE NOTE: HAND PLACED
FORCE MAIN SHALL BE DUCTILE IRONDENSELY COMPACTED - _ — PROPOSED WATER MAIN
EXISTING STORM PIPE
PIPE AT ALL AREAS WHERE BACKFILL TO 1 FT. — — — — 1 EA. JOINT OF DUCTILE
ADEQUATE COVER CANNOT BE ABOVE TOP OF PIPE -' -' IRON PIPE CENTERED
`-
MAINTAINED. — — UNDER STORM DRAIN
— — —
IF TOP OF PIPE IS
BEDDED PIPE PIPE WITHIN 3 FEET OF
-" D/2 BOTTOM OF STORM PIPE.
MINIMUM STONE r D/84 .• • • • • • • • • • 24 MIN.
......... .. .... ......
. . ...... ....... .....
EMBEDMENT AS • • • • •• •: ' ' : ;•••�•' ' CLEARANCE
.::.. .:.. .... ..... .... ..... ....
:. ..:: ...�.�..�... �...
INDICATED. GREATER IF ���•� • •'•
...... .............
..............................
REQUIREDBY ..... .....•.•.•.............................
MANUFACTURER ...:...........................
� PIPE •.•.•........... ....:.......:.... -
SHAPED STONE O.D. "
TO PROVIDE BEARING 24�� + O.D. MAX. NO. 57 WASHED STONE
ALONG ENTIRE LENGTH 12 + O.D. MIN.
OF PIPE BARREL SANITARY SEWER
(<8'-16' DEPTH)
PIPE LAYING STORM SEWER
CROSSING
DETAILS.
CONDITION "B" NOT TO SCALE
Name Date
Drawn By: ,.,, �,.., �.,,� ,}..�.�,
PIPE LAYING CONDITIONS Checked By. xw� ii'3 DAok PAGE
M -3 -,
NOT TO SCALE Approved B , jn 7 l,:�.r �• ,
Department of Public utilities x c �'12
Scale: I P.O. Boot 2263
2T RULES 3 7 Smithfield, NO 27577 rssit r 0!
Rv. s •tio '
SHAPED SUBGRADE
TO PROVIDE BEARING
ALONG ENTIRE LENGTH
OF PIPE BARREL - PIPE
O.D. 24" + O.D. MAX.
12" + 0. D. MIN.
SANITARY SEWER
(DUCTILE IRON
ONLY)
(0'-16' DEPTH)
PIPE LAYING
CONDITION "C"
HAND PLACED
DENSELY COMPACTED
BACKFILL TO 1 FT.
ABOVE TOP OF PIPE
BEDDED PIPE --
MINIMUM STONE
EMBEDMENT AS
INDICATED. GREATER IF
REQUIRED BY
MANUFACTURER --
SHAPED STONE
TO PROVIDE BEARING 24" + O.D. MAX.
ALONG ENTIRE LENGTH 12" + O.D. MIN.
OF PIPE BARREL
SANITARY SEWER
(DUCTILE IRON
ONLY)
(>16' DEPTH)
PIPE LAYING
CONDITION "D"
PIPE LAYING CONDITIONS
D/2
NOT TO SCALE
NlalfiffiLa gom"AII By: own WIMMI Ir
ame Date .
Drawn • •
PAGE
Checked
ApproBy: ved Department of Public Utilities T.1�'w �-��' b D °`�* ,�"` `�� I �. 0 43w
r4
scale: P.O. Box 2263 �' I �.s :•- �y+•�� ).&. t t�
Smithfield, NO 27577 U�.•�1 -k Clidt, l0:11.3 oRev Descrigtion f r�,,•'
Date
SEAL
SEAL
Name Date
Drawn, By:
� � �: � � �.� �•� �w� M�y� -� PAGE
Checked By:
A roved B
• spa � �b �� ,
• -Department of Public Utilities � ��
Scale: P.O. Box 2263�-.�� �: 7;
Smithtield, NO 27577 i'':s = ► f• �f , 7
OV.
D doIDate n'
NOTE: PIPE SHALL BE BEDDED UP TO
SPRING LINE AND MINIMUM 4" BELOW
BOTTOM OF PIPE WHEN WET AREAS
HAND PLACED ARE ENCOUNTERED.
DENSELY COMPACTED
BACKFILL TO 1 FT. .._.--- - - - - --
ABOVE TOP OF PIPE --------
-
-- UNDISTURBED EARTH
ELECTRONIC MARKER BALLS AT 100' ON
-PIPE- CENTER & AT BENDS. MARKER BALLS SHALL
BEDDED PIPE -:O.D. - BE INSTALLED AT 1 1/2 TO 2' DEEP.
- - - = NOTE: MARKER BALLS SHALL BE
INSTALLED CONCURRENTLY WITH PIPE.
SHAPED SUBGRADE _ — MARKER BALLS SHALL NOT BE
SHALLPROVIDE BEARING INSTALLED AFTER TRENCH HAS BEEN
ALONG ENTIRE LENGTH i�
OF PIPE BARREL COMPLETELY BACKFILLED.
/2 PIPE O.D.
24" + O.D. MAX.
12" + O.D. MIN.
N QTE;
WATER MAINS 8"0 AND SMALLER
SHALL HAVE MINIMUM OF 3' COVER.
WATER MAINS LARGER THAN 8"o
SHALL HAVE A MINIMUM OF 3'-6"
COVER,
PIPE
CONDITION -
NOT TO SCALE
Nam Date
Drawn By:
PAGE
Checked By:
roved B • ,�..r� � c)A �. �� 01 �:l..�'� l �..
• Department of Public Utes
Scale: I P.O. Box 2263 16
Smithfield, NO 27577,
Rsi rls�wrihfinr�1s4s I�:i
s
v
v l��Ia�VI� D
200 Mackenan Court, Suite 200
Cary, North Carolina 27511
Phone: [phone], Fax: [phone]
AA0002667 E80006691
www.mckimcreed.com
JOHNSTON COUNTY
EAST CLAYTON/
WILSON'S MILLS AREA
WASTEWATER TRANSMISSION
FACILITIES IMPROVEMENTS
PHASE I AND PHASE II
PIPE LAYING DETAILS.
DATE:
APRIL 2007
MCE PROJ. #
0358-0116
DRAWN
TJJ
DESIGNED
CCG
CHECKED
DMH
PRQJ. MGR.
Inst
SEAL
SEAL
Name Date
Drawn, By:
� � �: � � �.� �•� �w� M�y� -� PAGE
Checked By:
A roved B
• spa � �b �� ,
• -Department of Public Utilities � ��
Scale: P.O. Box 2263�-.�� �: 7;
Smithtield, NO 27577 i'':s = ► f• �f , 7
OV.
D doIDate n'
NOTE: PIPE SHALL BE BEDDED UP TO
SPRING LINE AND MINIMUM 4" BELOW
BOTTOM OF PIPE WHEN WET AREAS
HAND PLACED ARE ENCOUNTERED.
DENSELY COMPACTED
BACKFILL TO 1 FT. .._.--- - - - - --
ABOVE TOP OF PIPE --------
-
-- UNDISTURBED EARTH
ELECTRONIC MARKER BALLS AT 100' ON
-PIPE- CENTER & AT BENDS. MARKER BALLS SHALL
BEDDED PIPE -:O.D. - BE INSTALLED AT 1 1/2 TO 2' DEEP.
- - - = NOTE: MARKER BALLS SHALL BE
INSTALLED CONCURRENTLY WITH PIPE.
SHAPED SUBGRADE _ — MARKER BALLS SHALL NOT BE
SHALLPROVIDE BEARING INSTALLED AFTER TRENCH HAS BEEN
ALONG ENTIRE LENGTH i�
OF PIPE BARREL COMPLETELY BACKFILLED.
/2 PIPE O.D.
24" + O.D. MAX.
12" + O.D. MIN.
N QTE;
WATER MAINS 8"0 AND SMALLER
SHALL HAVE MINIMUM OF 3' COVER.
WATER MAINS LARGER THAN 8"o
SHALL HAVE A MINIMUM OF 3'-6"
COVER,
PIPE
CONDITION -
NOT TO SCALE
Nam Date
Drawn By:
PAGE
Checked By:
roved B • ,�..r� � c)A �. �� 01 �:l..�'� l �..
• Department of Public Utes
Scale: I P.O. Box 2263 16
Smithfield, NO 27577,
Rsi rls�wrihfinr�1s4s I�:i
s
v
v l��Ia�VI� D
200 Mackenan Court, Suite 200
Cary, North Carolina 27511
Phone: [phone], Fax: [phone]
AA0002667 E80006691
www.mckimcreed.com
JOHNSTON COUNTY
EAST CLAYTON/
WILSON'S MILLS AREA
WASTEWATER TRANSMISSION
FACILITIES IMPROVEMENTS
PHASE I AND PHASE II
PIPE LAYING DETAILS.
DATE:
APRIL 2007
MCE PROJ. #
0358-0116
DRAWN
TJJ
DESIGNED
CCG
CHECKED
DMH
PRQJ. MGR.
8FB
SCALE
M&C RLE NUMBER
0002
pRaymNc MuMeIM
ER
HORIZONTAL:
NA
VERTICAL:
DZ
NA
STATUS: .. ReHsIoN

CROWNED CAP
6" QIA. STEEL PIPE FILLED
w/ CONCRETE, PAINTED
STANDARD 5' DIA. MINIMUM' WITH REFLECTIVE YELLOW
PRECAST MANHOLE 3~ TRAFFIC PAINT TO BE INSTALLED A ALLED AT MAXIMUM 150' INTERVALS FOR
CROWN TO SHED WATER PIPE CONSTRUCTED 'RUCTED WITHIN WETLAND AREAS,
i~~~
/ ~ NOTE;
/ r'---"~- NO 1. I ~ ALUMINUM ACCESS HATCH 2 I HALUDAY, BILCO, OR APPROVED EQUAL 3' 1. PIPE SIZE FOR, DROP TO EQUAL INFLOW • ; . TRENC WIDT s TRENCH 12" MIN. INTO VIRGIN
SEWER PIPE SIZE. 2. FITTINGS FOR DROPS SHALL BE C-900 WIDTH MATERIAL (TYP)
OR SCHEDULE 80 PVC. dNE WRAP OF 30#
3. SAW-CUT OR DRILL ALL HOLES FOR 4~ ROOFING FELT . 6" THICK 3000 PSI M~~~~~~~~~ ~ M Y~ M k~ A A l~ A • CONCRETE SEWER PIPE w SURROUNDING (DI A. VARIES M . x k x xx x x x x x x st o xxxw xxxxxxxxxx 12" Nunn M M x x x x x x r w
4. PIPE AND BOLTS. 4. DROP-MANHOLE MANDATORY WHEN STANDARD MANHOLE xxxx xft=x xxx x~+x MIN, IN x x IN xxx x r x x x x x
DIFFERENTIAL BETWEEN INVERTS IS RING & COVER x ssxxxx x x x x x% xxxxx
~_r~~ NOTE: GREATER THAN 30". BOLLARD ' " xx "xx x xx 4" STONE x
~ BENTONITE - TO BE ~ + AOOED AS FOLLOWS: •••YM x M x s » BEDDING (TYP)
, , ' SANDY SOILS
-I ~~l ~ STANDARD PRECAST MANHOLE 6~ BY WEIGHT
INSIDE OF MANHOLE SHALL PLAN . . +t x x x x x it x x it x x x x x x x x x x x x x a x x x K xxxx xxx:xxxxaA
BE FACTORY EPOXY COATED MlN. 8 MIL SURFACE DRY. 6 0 L L A R D DETAIL SILTY SOILS , 3% BY VYEIGHT M M . Y M t M t A A M M• ll SILTY CLAYS
EPOXY SEALER PRIME NOT TO SCALE o% eY wE?cHT
COATING AND FINISH COATING SHALL BE NSP 100 AND NSP GROUT MANHOLE STEPS ° 12" MIN. INTO VIRGIN MATERIAL (TYP)
120. •s • '-0" MIN. DI 24"
'UST SEWER PIPE TYP ~TYPY
UNDISTURBED CONC. THRUST n~+ l (DIA. VARIES) ~ , ~ „ ~00o r•J•I.1 • w w w y K 4'-0"t ~ B CONC. THRUST BENTONITE - TO BE "xxx " x " x ADDED AS FOLLOWS: xxxxxxxx
Sv~ t wF ~ RU66ER BOOT SOIL COLLAR (3000 P LUG TEE - ~ ~ I~ ,~-1=~ I~ ¦ t t r: K r~ r w~ R A• o C O L L A R ( 3 0 0 0 P. S. I.) . t M 1t 11 M TRENCH ' Q • A M t Y A WALL A 1 A A K M .I.P. ANCHOR C Q.I.P. Y M IAIN RING MAIN ~Kw~.M / f M R M t k V xxxaxxIN xxxxxxxx SANDY SOILS xxx"xxxx
0~. OR CAP ' I~ ~ ~ ~ - = I = I xxx x--rx x x x x x x x x 6% BY WEIGHT x
F~ O 4 . F, O o. ya"x 2° S.S. PIPE ~ ~q xxxxx0xx x x x x w x SILTY SOILS wt~ xxMxOr xxx 3% BY WEIGHT
00. SUPPORTS RNN~~ o MA N xxxxxxxx xxxxxxxx SILTY CLAYS xxxxx x xx xx
~ D ~ Y A M Y M K TAMPED ~R~••M ~~~~'~~''~~~`':'~BACKFILL LMECHANICAL ~ ~ 4" STONE ~ v ' BEDDING (TYP) `~y~"~""" xxxxxx 0% BY WEIGHT 'xxxAxxxME
ALUMINUM OR s~0~4 STAINLESS STEEL ~F TRENCH ~ C WALL ° :`.~:1 RUBBER BOOT • ~ . GROUT TYPE 316 S.S. j ~_~.j.i•_~.j~~~ j~~_ ~ 1.11-I-•.•.-1.1.1.-11.1 • 0 SLOPE EXPANSION ANCHORS r~ ~ ~ xxxxxxxx xxxxx~exx
BASKET W/ 1Y2" ~ J01 N T Y 'f ~ w w x w wxxxxxx
OPENINGS ALUMINUM OR STAINLESS . a M M i M it S xxxxxxxx
STEEL GUIDERAIL W/ STAINLESS STEEL WALL . UNDI ' 90' BEND PLAN SOIL UNDISTURBED TAPPED SECTION BENTONITE SOIL PLUG
SECTION BRACKETS ANCHORED :j~ 4. • • .~4 72 MIN. INTO VIRGIN
INTO CONCRETE . ' .e' a . s• a l~OTE• MATERIAL (TYP)
SCHEDULE • , 1 - CONTRCATOR MAY SUBSTITUTE "3TITUTE ABS PLASTIC TRENCH BAFFLES IN
° ~ Z LIEU OF THE BENTONITE ANTI-SEEP I`I-SEEP COLLAR SHOWN ABOVE.
PIPE DIAMETER CONCRETE THRUST COLLAR INSIDE DROP MANHOLE A 8 NOT TO SCALE ~gN ~,_4„ ~,_o, 20" 1'-4" t -0" Nsma Date 2a" t'-a" t'-0" ~ ~ ~y~ PAGE 30" ~'-a" ~'-2" • • o ANCHOR COLLAR RINGS REAUlRED 2 - BENTONITE COLLAR TO BE C0 c BE CONTINUOUS. STONE BEDDING TO STOP-
BASKET STRAINER MANHOLE s AT EDGES OF COLLAR
NOT TO SCALE Z' ONE ' ' °
~ : a ANTI-3~P PROTE 3' ONE p• ENE TO~I A L
~ nvo REINFORCING NOT TO SCA rwo NOTE: A
TO SCALE
Drawn By:
Checked By: ~ A roved B VQd 8 : ~;~-R~ t - : n ; y r. s.. 36" 1'-4" i'-4" Department of Public Utliftles ,~a t ra~$~Y'LF'+}r.S ~3,~~,~~~~.. nN0 6° TO 16" MAINS = 12-N0. 7 BARS
DraMm BY~ = ~ ~ . PAGE scale: P.O. BOX 2263 ~i1SIt~~ ~.7i'Si~:x :~J~tZi~`.t':qiG? 20" TO 36" MAINS = 12-N0. S BARS
Checked JOl~I~OfIC01N~1~Y g.~~'~' Sm(thtield, NC 27577 ~S BARS PLACED AS SHOWN
A roved :~3'~'?~~~r~~.~3 ~"~;~ss~. Department of Pubic UIN~Ies Rev. Des P.O. Bo1c7263 ~~''~i~tGd~ ~;a~k~:~. Des 'on ~ TH RU SY CO NOT TO SCALE
SmktMeld, NC 27577 ~Ii'~i.i~~ i'~4~i~~tr,;~~~ tfr COLLAR INSTALLATION
_ NOTE; N0. 4 BARE CU GROUND WIRE, WEAVE THRU USE MIN. 4 EA. 3/8" ANCHOR BOLTS TO SECURE FRAME TO MANHOLE
INSIDE OF MANHOLE SHALL BE FACTORY EPOXY COATED MIN. 8 MIL FENCE ~ FABRIC AND CONNECT TO TOP STRAND BUG OF BARBED WIRE, FLEXIBLE CU STRAP AND SCREEN IN NON-TRAFFIC AREAS OR RAISED MANHOLES
SURFACE DRY. EPOXY SEALER :EN 316
PRIME COATING ANO FINISH COATING ALUMINUM ACCESS HATCH SHALL BE NSP 100 AND NSP 120. HALLIDAY, BILCO, OR EQUAL GROUND ROD (BOTH SIDES OF GATE) TYPE 316
GATE WIDTH AS INDICATED ON SITE PLANS s.s.
10'-0" MAX. VEN T 3" SCHEDULE 80 PVC a ~ JT ooo.oo
000000~
STD. MANHOLE FINISHED GRADE O D O O O O
STANDARD 5~ DIA. MINIMUM ~ ~ FABRIC BRAC VENT TOP TO BE 1' NON-SHRINK FRAME & COVER VARIES D O O O D O O GROUT 00000
PRECAST MANHOLE a ABOVE 100 YEAR FL000 FL000 ~ 1 "x1 "x1" LUG REQUIRED (TYP. )
~a : . STAINLESS STEEt CHAIN W/ . STAINLESS STEEL CHAIN BRACKET ELEV. STD. MANHOLE RING & COVER
ANCHORED INTO CONCRETE . TRUSS RODS FABRIC LABELED ~
.:r ; "SANITARY SEWER"
ALUMINUM OR STAINLESS STEEL GUIDERAII W/ STAINLESS :s 3'~ PVC WALL 4 4 EA. S.S. HEXHEAD BOLTS REQUIRED
STEEL WALL BRACKETS ~ TRU5S R00 ~ WITH TRUSS N PLUNGER BAR SLEEVE F0 FRAME & COVER FOR LOCKDOWN
i ANCHORED INTO CONCRETE . TIGHTENER GATE POST ~ FINISHED
O O INFLUENT PIPE GRADE
10"
•i ~O ~O N••' ~p oia.- 10 FT. LONG GALE DETAILS
O O F~„ pow t O O SOLID Cll CLAD STEEL NOT TO SCALE
O O GROUND ROD DRIVEN FLUSH INTO N0. 4 BARE CU GROJND WIRE, "SCHEDULE 80 PVC FLAT TOP MANHOLE ~ ~---23.s°-~I 1
OO • O D GROUND (TYP.) WEAVE THRU FENCE FABRIC AND
EFFLUENT ~ CONNECT TO TOP STRAND OF STD. MANHOLE 2„ 1~ FRAME & COVER
PIPE ~ ~ BARBED WIRE, FLEXIBLE CU STRAP AND GROUND R00 (AT AlL CORNER COVER
i ALUMINUM OR STAINLESS STEEL GROUT ;.~r~ . BASKET W 17Z" OPENINGS POSTS) FINISHED GRADE
F..- LAW ' ( -'S~pPE »"k••'`• ? USE MIN, 4 EA. 3/8't ANCHOR BOLTS TO SECURE FRAME TO MANHOLE
EXTENSION ARMS (TYP.) 3 STRANDS BARBED WIRE CORNER 1.5° MIN.
? ~ . :.r 10'-0" MAX. SLEEVE COUPLING EXTENSION FINISHED GRADE VARIES BASE COURSE BASE COURSE
•.I • i• ~ •s . 'i i . ••I.s: C ON LINE POST (20'-0" O.C.) ARM (TYP.) NON-SHRINK • . STD. MANHOLE •
GROUT ' RING & COVER 6' MIN.
. C TI ON 3" PVC WALL ' , . 4• SIEE VE : s ~ I ~ ~I I~ ~ , RAM-NEK Q• 04
o ~ E POST TOP RAIL> BRACE
~ o (TYP.)
NOTES: 1. DIFFERENCE IN INLET AND OUTLET INVERT ELEVATIONS SHALL BE 1.5' i~ BOTTOM OF CORNER SEALANT COMPACTED FILL e • ~j: • COMPACTED FILL
MINIMUM. FENCE FAB BOTTOM TENSIO POST o 0 4 .
2. ALL CONCRETE EXPANSION ANCHORS SHALL 8E TYPE 316 STAINLESS WIRE (TYP.)
STEEL. 3. ALTERNATIVELY, BASKET STRAINER MAY BE INSTALLED IN WETWELL OF ~r > i
PUMPSTATION. ~ ~ I ~ TRUSS ROD J CONE ~ ~ ~ WITH TRUSS )NE TOP MANHOLE FRaME
~r N ~ ~ FINISH GRADE ~ TIGHTENER
BASKET STRAINER MANHOLE 5/8'~ DIA.- 10 FT. LONG SOLID
NOT TO SCALE 3,000 PSI ~6~~ CU CLAD STEEL GROUND CONCRETE FILL ROD DRIVEN TYPICAL VENTED MANHOLE LOCKABLE MANHGLE F NOT TO SCALE NOT TO SCALE COVER-
TYP. ALL POSTS FLUSH INTO GRQUND (NP.) .3A ; . PAGE
me Drawn ~ ~ PAGE
TYPICAL CHAIN LINK FENCE DETAIL Ne~ o~ ate ams ate
A d Department ofPuMicUtgitles NOT TO SCALE Drawn By: PAGE B~" 1Ar
SCale• P.o. Baoc2Z63 ~~+l~'~t~.-:~f £4~n~:~# SmfthAeld, NC 27577 ~if C,Sf~I~,".+~4 #1~~~'~i1~is. ~,F Checked By: roved B J01#~IrOf1O01M1Y ~~~E~~.~~~ CheckedB : JOF~~ICOIA~iIY
ca DeparimentofPuWkUti6tles ,~",9'~~~~;~~~ ~;~jg„ ~°~,r`~ A roved Departrner~tofPubliclMiNt~e P.o. eoxz~ ,°~~s~~~ ,~~l~4 ~~~3~~~Y.~, Sca?e: P.o. eoxalsa
SmithAeld, t~ 27577 ~ Smithfield, NC 27577
Rev. Desc ' tlon Date Inft. Inft. Rev ' n
r
SE a SEAL SEA _ JOHNSTON DAT APRIL 2007 M&C FILE NUMBER SCALE
sN COUNTY oo~ , ~ nzcQ n4c DD03
• t • I~ I PWA N RE
00, • r a "QM& C ED PHASE I AND PHASE II 'DRAWN TJJ HORIZONTAL: pRAWI~ NG Nu 6
M EAST CLAY7 ~=A)90N/ DESIGNED CCG NA
• r' SEAL ? « • 032293 E 200 Mackenan Court, Suite 200 OMH VERTICAL: D3
~io i iv it e Cary, North Carolina 27511 WILSON'S MILL Phone: [phone], Fax: [phone] WASTEWATER TRA AILLS AREA CHECKED PROJ. MGR. ~R. BFB NA
t ~ • N TRANSMISSION IPROVEMENTS MISCELLANEOUS DETAILS
I~ ~1 1 f 1 AA0002667 E80006691 STATUS: REVISION
REV,NO, DESCPJPMONS DATE www.mckimcreed.com FACILITIES IMPRC

SEED ED PREP ARATI N CON STRU 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL 1. OBTAIN LAND CONDITIONS, IF AVAILABLE. 2. INSTALL GRAVE 'RUCTION SEQUENCE A ,.5. MIN. t2" #5 WASHED STONE CLASS 'B' STONE
LAND DISTURBANCE PERMIT. MIN. i UPSTREAM SIDE
GRAVEL CONSTRUCTION PAD, TEMPORARY DIVERSIONS, SILT 12GUAGE4X40R 4 OR 2 X 4 WELDED WIRE
FENCING, OR 2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH. CLEAR ONLY 3. REMOVE ALL LOOSE ROCK, ROOT5, AND OTHER 08STRUCTIONS LEAVING SURFACE 3. CALL FOR ONS REASONABLY SMOOTH AND UNIFORM. INSPECTOR AN 4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX 4. BEGIN CLEARIN WITH SOIL (SEE BELOW*). ROUGH GRADE OR OTHER MEASURES AS SHOWN ON THE APPROVED PLAN. ONLY AS NECESSARY TO INSTALL THESE DEVICES. 9" MIN. , HOOKED INTO PREFO 24° MAx. METAL POST OR FAS AT CENTER W/ N0: 8 STAPLES. 'REFORMED CHANNELS ON
)R ONSITE INSPECTION BY ENVIRONMENTAL R FASTENED TO WOOD POST
"OR AND OBTAIN CERTIFICATION OF COMPLIANCE. LES.
LEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED. GRADE SITE. U LTRA VI OLE AVIOLET RESISTANT GEQTEXTILE FABRIC
SANITARY SEWER (AS SHOWN) AND PROTECT STORM DRAIN INLETS FILTER FABRIC FILTER FABRIC OR EQUIVA CLIPS OR I SECTION A - A QUIVALENT SECURED TO WIRE W/ METAL
5. CONTINUE TILLAGE UNTIL AWELL -PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED INSTALL SANIT WITH SILT FEN IS PREPARED 4 TO 6 INCHES DEEP. SHOWN ON TH 6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING 6. STABILIZE SITE LT FENCING, SEDIMENT TRAPS OR OTHER APPROVED MEASURES AS OR WIRE AT 8" OFF CENTER'.
ON THE PLAN. BEGIN CONSTRUCTION. E SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE WITH A
EQUIPMENT OR CULTIPACK AFTER SEEDING. VEGETATION, P TION, PAVING, DITCH LININGS, ETC.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. 7. WHEN CONSTR 8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN COMPLETELY, THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 60% DAMAGED 8. IF SITE IS APP . REESTABLISHED FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEING RATES. FENCINGS, ETC ONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED MAX. SEDI REMOVE S 3' REACHED SEDIMENT STORAGE LEVEL IS 1/2 HEIGHT. OVE SEDIMENT WHEN THIS LEVEL IS
TELY, CALL FOR INSPECTION BY ENVIRONMENTAL INSPECTOR. IS APPROVED, REMOVE TEMPORARY DIVERSIONS, SILT CHED OR AS DIRECTED BY THE CONSER--
~S, ETC., AND SEED OUT OR PRVE ANY RESULTING NOTES: NATION IN (1) STONE SHOULD BE PLACED OVER THE CHANNEL BANKS TO ION INSPECTOR.
9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION BARE AREAS. REAS. ALL REMAINING PERMANENT EROSION CONTROL
AFTER PERMANENT COVER IS ESTABLISHED. DEVICES (SUCI 9. WHEN VEGETAT * APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ACRE OR 3 TONS/ACRE IN CLAY SOILS INSPECTION B FERTILIZER - 1000 LBS/ACRE (10-10-10) ~ (SUCH AS VELOCITY DISSIPATORS) SHOULD BE INSTALLED NOW. KEEP WATER FROM CUTTING AROUND THE DAM.
EGETATION HAS BECOME ESTABLISHED, CALL FOR FINAL SITE LION BY ENVIRONMENTAL INSPECTOR. (2) STONE CHECK DAMS SHOULD 8E SF~ACED IN A CHANNEL
SO THAT THE CREST OF THE DOWNSTREAM DAM 15 AT THE SH NNTS e SAME ELEVATION OF THE TOE OF UPSTREAM DAM. SHEET DRAINAGE ONLY. -
SUPERPHOSPHATE - 50Q LBS/ACRE (20%) j~~\~\//~. L= THE DISTANCE SUCH THAT POINTS NATURAL GRADE.
MULCH - 2 TONS/ACRE (SMALL GRAIN STRAW) ~ A AND 8 ARE OF EQUAL ELEVATION oN 6.,
ANCHOR -ASPHALT EMULSION AT 450 GAL./ACRE
~\r\\ STONE CH NO COVER W/ ~ 01 ~`~~\i > TO 12 INCHES OF FABRIC INTO TRENCH V/ SOIL, TAMP AND BACKFILL.
~ 8„ CARRY 6" OF 1MRE i CHECK DAM DETAIL METAL POSTS AT 10 FT NOT TO SCALE WIRE INTO TRENCH.
SEEDING SCHEDULE F'~R 0 FT O.C. MAX
STA61 LI ZATI ON GRASS
SHOULDERS, SIDE DITCHES, SLOPES (MAX. 3:1) 6" 6" MIN.
MIN. NOTE: SILT FENCES SHOULD NOT B OR IN AREAS OF CONCENTR DITCHLINES, SWALES ETC.). JOT BE USED AT PIPE OUTLETS
DATE TYPE PLANTING RATE ',ENTRATED FLOWS (CREEKS, TC.).
q q ~ I - (I ~ 18" MIN. - 10" 0 & LESS ~ 24" MIN. - 12° ~ & GREATER
AUG. 15 - NOV. 1 TALL FESCUE 300 LBS/ACRE NOV. 1 - MAR. 1 TALL FESCUE 300 LBS/ACRE UNDISTURBED ~C~ ~
& ABRUZZI RYE 25 CBS/ACRE SOIL (TYP.) 45• ~ HYDRANT TEE I: ~I LT FENCE NOT TO SCALE E DEIAI Lb
MAR. 1 -APR. 15 TALL FESCUE 300 LBS/ACRE PLAN BENDS PLAN TEES
APR. 15 -JUN. 30 ~ HULLED COMMON BERMUDAGRASS ~ 25 LBS/ACRE JUL. 1 -AUG. 15 TALL FESCUE AND ~ 120 LBS/ACRE ~ ALE
BROWNTOP MILLET 35 LBS/ACRE
OR SORGHUM -SUDAN HYBRIDS 30 CBS/ACRE NOTES• i ~I I 1=1 11-
1. CONCRETE SHALL BE 3,000 PSI MIN. -III- 2. CONCRETE FOR THRUST BLOCKING SHALL BE KEPT
FAIRLY DRY, THUS MAKING THE CONCRETE WEDGE SECTION X-X PLAN & ELEV.
SHAPE MORE EASILY FORMED WITH THE WIDEST BENDS & TEES PLUGS
SHOULDERS, SIDE DITCHES, SLOPES (3:1 TO 2:1) PART (BLOCKING AREA) AGAINST UNDISTURBED SOIL. 3, NO CONCRETE SHALL COVER ANY BOLTS OR GLANDS.
4. ALL FITTING AND ACCESSQRIES TO BE WRAPPED
MAR. 1 - JUN. 1 SERICEA LESPEDEZA (SCARIFIED) 50 LBS/ACRE WITH 10 MIL POLYETHYLENE PRIOR TO POURING PIPE 90' BEND 45' BEND 22-1 2' BEND 1t-1 4' BEND TEE PLUG PLUG
BLOCKING. SIZE A B A B A B A B A B C D C D
(MAR. 1 -APR. 15) ADD TALL FESCUE 120 LBS/ACRE 4" 8" 12" 8~ 6» 6•• 6~ 6~ 8•, 9•• 10" 16" 5. VOLUME OF THRUST BLOCKING SHALL BE AS SHOWN 6" 10" 12° 8" 10 8 8" 8 8 10" 10'~ 12 18" 0" 16" I ~ LASS 'I' RIP-RAP -
(MAR. 1 -JUN. 30) Oo ADD WEEPcnG ^OAVERGRR~Q Ai~ner_aecc I R~/ACRE ON THE THRUST BLOCKING SCHEDULE. 2 18" 1
`M HK. I JVIV. .7V f v~~ nv~ ~ ~v~~~~ vv~.~~. v.. v........... 2° 24° L ~
JUN. 1 - SEP. 1 TALL FESCUE AND 120 LBS/ACRE BROWNTOP MILLET 35 LBS/ACRE B. 1NRUST BLOgC DESIGN BASED ON MODERATELY 8~' 15" 13" 10" 10" 8" 8" 8" 8" 10° 12" 12" 24 DRY CLAY OR CLEAN ORY SANG WITH A 10" 16" 14" t0" t2 6" 10" 6" 10 11" 14' 14" 25 M~IIMUM BEARING PRESSURE OF 4000 12" 20" 16" 12" 14" 8" 12" 8" 12" 14" 16" 16" 30 L8S/fT'. IF SOIL CONDI110NS DIFFER FROM 14° 22~~ 18" 14" 16° 10" 14" 10" 14" 16~~ 18" 18" 34 71iE DESIGN. 1FIE 1NRUST BLOgC SIZE IINLL ~ ICED TO BE RE-EVALUATED. 16 26 20 16 18 12 16 12 16 18 20 20 36 4" 25" ENTIRE OUTLET
OR SORGHUM -SUDAN HYBRIDS 30 LBS/ACRE 6" 30" ENTIRE DITCH o DITCH PIPE CLASS 'I' EXISTING STORM
SEP. 1 - MAR. 1 SERiCEA LESPE~EZA (UNHULLED - UNSCARIFiED) 70 LBS/ACRE 8" 34" ~ RIP-RAP SEWER (SIZE VARIES)
AND TALL FESCUE 120 LBS/ACRE ~M
NOV. 1 - MAR. 1 ADD ABRUZZI RYE 25 LBS/ACRE 20" 32" 26 20" 22" 18" 20" 18" 20" 32" 26" 24' 40 24" 40" 28" 22" 24" 18" 22" 18" 22" 40" 28" 28" 44 THRUST BLOCK DETAIL '4' 40" OUTLET PIPE
!8" 44" PROPOSED SEWER MAIN
PLAN SECTION 20LF PIPE CENTERED ON
EXISTING STORM SEWER 24" MIN CLEARANCE
CLASS 'I' RIP-RAP PAD SIZES
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDITIONAL IN- NOT TO SCALE 15" PIPE L= 7.5' Do=18"
FORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. THE ABOVE 18" PIPE L= 12' Do=18"
VEGETATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS, OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE. 24" PIPE L= 16' Do=18"
TEMPORARY RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT VEGETATION. FOR SEWER MAIN IAIN CROSSING
DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12" IN HEIGHT BEFORE MOWING,OTHERWISE Q~JTLET PF~QTE(;TION DETA~. UNDER EX{STING ST NOT TO SCALE STORM SEWER
FESCUE MAY BE SHADED OUT. .
PROPOSED LINE
1. EACH RIP RAP PLACEMENT SHALL BE BEDDED IN EITHER A 6 INCH
LAYER OF STABILIZATION STONE OR A NON-810DEGRADABLE FILTER ROLL OUT NETTING IN THE
FABRIC. PLACEMENT OF RIP-RAP SHALL IMMEDIATELY FOLLOW THE PLACEMENT OF THIS LAYER. KEEP' VOIDS TO A MINIMUM AND FORM DIRECTION OF WATER FLOW. DO NOT STRETCH.
A DENSE WELL GRADED MASS OF STONE. DO NOT DISLODGE THE
UNQERLYING BASE OF FILTER WHEN PLACING STONE. COST OF THE STANDARD METAL POSTS 2~-0" IN GROUND
STONE BASE OR FILTER SHALL BE INCLUDED IN THE COST OF THE
PLACING OF RIP-RAP. 24" MIN CLEARANCE
2. MAXIMUM STONE SIZE WHEN USING 8 INCH D50 WILL BE 12 INCHES GALVINIZED HARDWARd WIRE
AND THE MINIMUM THICKNESS OF THE RIP-RAP LAYER SHALL BE 18 INCHES. EXTENDS TO PROPOSED SEWER MAIN
3. MAXIMUM SLOPE OF THE CHANNEL BANK SHALL NOT EXCEED 2.0 TOP OF BOX 20LF PIPE CENTERED ON
HORIZONTAL TO 1.0 VERTICAL. FINISHED GRADE OF THE RIP-RAP EXISTING STORM SEWER MOTE:
IS TO BLEND WITH THE SURROUNDING AREA. r- STAPLE EACH STRIP EVERY 3~ AROUND THE FOR STORM DRAINAGE PIPES ON
4. INSPECT RIP-RAP PERIODICALLY FOR SCOUR OR DISLODGED STONES EXISTING NON-NCDOT NCDOT R/W, ALL SEWER LINES SHALL PASS UNDER STORM
(ESPECIALLY AFTER SEVERE STORMS) AND WEED BRUSH GROWTH. ~°Oiaopo STORM SEWER (SIZE • ' ~ VARIES) DRAINAGE PIPES.
REFERENCE DETAIL BELOW p
o~ FOR SEWER MAIN CROSSING OV SEWER ON PRIVATE ROADS ~o OVER EXISTING STORM
ADS AND EASEMENTS

EDGES AND DOWN THE CENTER. OVERLAP ~ ~4~, p NOTE:
T ADJACENT STRIPS 3" AND STAPLE. 1 ~ ~ p SEWERLINE SHALL BE. DUCTI PIPE OR CONCRETE ENCASE vV AREAS WHERE MINIMUM CL d OR COVER CANNOT BE MAIN DUCTILE IRON
.6~~ GRAVEL FILTER MIN NCASED AT ALL UM CLEARANCE
OR FILTER CLOTH 1.5 T E MAINTAINED.
MIN Q
ANCHOR NETTING OR MATTING IN A ~ ~ ~ ~ ~ _
6" TRENCH AT UPPER END OF
CHANNEL. COMPACT SOIL FIRMLY 18" OVERLAP PIPE CROSSIN # 57 WASHED STONE PLACED TO A NOT TO S SING DETAIL 'C'
AND STAPLE EVERY 1' JUST BELOW JOIN ENDS OF STRIPS BY T TO SCALE
THE DIAUETER OF THE LARGEST STONE SHALL EXCEED 1.5 TIMES THE SIZE OF THE RIP-RAP. (12" FOR 8" 50) ANCHOR SLAT. OVERLAPPING 18" AND STAPLING HEIGHT OF 12"-18~~ MIN. ABOVE TAP OF BOX
MINIMUM THICKNESS (T) SHOULD .BE 1.5 TIMES THE MAXIMUM EVERY 1' THROUGH BOTH LAYERS.
STONE DIAMETER, BUT IN NO CASE LESS THAN 6". '~~~~RY ANCHOR UPPER END OF EACH
STRIP IN 6 TRENCH. NOT TO SCALE
YARD INLET PR~DTECTION DETAIL
NOT TO SCALE
RIP RAP PLACEMENT DETAIL
NOT TO SCALE
SEAL SEAL DATE: APRIL 2007 SCALE MdcC FlLE NUMBER
D004 IROJ. # 0358-0116
N - _ Q'~ D. SON COUNTY pu e c~ i e ~i n pu e c~ i i MCE PROD. # HQRIZONTALL.
W 101%- 1 I II1VL 1 I"11~V 1 1 II-lVL 11 UHPWN V ' JJ Uf%O%Vylri%t 14VMDtK
7 s .,~'Ir.'•-. NED ' CCG NA
SEAL 200 MacKenan Court, Suite 200 EAST CL = Cary, North Carolina 27511 - WILsq'qwON S MI CLAYTON/ DESIGNED CHECKED "ED DMH VERTICAL; D4
n S ROD. MGR. MI S AREA P MGR. 8F8 NA
9`riqZ~•~ Phone: [phone], Fax: [phone]
AA0002667 EB0006691 WASTEWATER ~~,7 www.mckimcreed.com FACILITIES IMF 'ER TRANSMISSION EROSION CONTROL AND STATUS: IS; REVISION
REV.NO. OESCRIPMONS DATE ~~j'' (j 'I
REMSQUS__ 3 IMPROVEMENTS MISCELLANEOUS DETAILS

2~p
FOR USE IN PAVED AREAS FOR USE IN UNPAVED AREAS 5M a 4 7/16'
VALVE BOX COVER NOTES: 1. VALVE MARKERS SHALL ~ HEAD ASSEMBLY WITH VACUUM BREAKER
FINISHED GRADE n 7~" MIN. BE PLACED AT R/W.
IN PAVED AREA FINISHED GRADE 2. LETTERS ~~MV~~ SHALL M a ~ HOT BOX HB1 FIBERGLASS 3/4" HPT
IN UNPAVED AREA _ - ~2~-0"~ FACE TOWARDS VALVE. CAST IN CONC. & 3. MARKER SHALL HAVE FINISHED GRAQ PAINTED BLACK ENCLOSURE OR
BRASS OR BRONZE ~o 4 7/16" EQUAL.
BASE COURSE 6" MIN. _ _ - - - - CONCRETE EMBED ON TOP OR SIDE. ~ ~ ~ ~ 4. CONTRACTOR SHALL I I ~ ~I~ ~ 4 EA. - ~3 REBAR 0
- - - ENCASEMENT ~ r STAMP DISTANCE TO 1" YARd HYDRANT 3 1/2' 20" 3 1/2' RANT DRAIN TUBE
- - _ AT 3,000 P.5.1. ~ .a a . . ~ 4 a TAMPED BACKFILL _ _ _ ~ Q~°°,~ CENTER OF VALVE INTO t° (1 EA. CORNER) EMBED. 5. BLOW-OFF ASSEMBLY N SQUARE MARKER CONCRETE BASE
- - - - VALVE BOX ~ ' ° ' o • . _ _ e a. o .o
.a SHALL INCLUDE 1 EA. WITH BEVELED CORNERS 27' 3/4" CHAMFER
- - - - - TAMPED ~ ° ae . a" MARKER W/ "BO" OR "MV" CAST. z - -
- - BACKFILL ~ WATER MAW _ _ _
~Q~-VE ~ q ~4 , ~ ~ ~ ~ ` ~ VALVE BOX ~ - 3 3/~ T I-
° ' ~ COVER REAR L[D SEAM
VALVE MARKER DETAIL SERVICE WATER LINE
TAMPED BACKFILL BLOCKING CONCRETE ENCASEMENT S TI N PLAN AT 3,000 P.S.Q. NOT TO SCALE 0" SQUARE
NOTES:
1. D.I.P. MAY BE USED Name Date PAC3E M N
FOR VALVE BOX EXTENSIONS.
2. VALVE BOX SHOULD Checked JOHNSTON COUNTY ved Depadmer~tofPubllcUtlNtles y~x~.,~;~'_~~4~~ ~?.>.n"~s~~ '3 ~~y ~ 3/4" FEBCO Y 80SY QT OR
NOT CONTACT WATER MAIN OR VALVE. SCRIe' P.O. BoDC 2263 4 1 YARD HYDRANT
3. CONCRETE PROTECTOR SmRhtleld, NG 27577 ?3~Yiti~ t.~'~~fi~;f~; Cai :~7 r"' FRONT APPROVED ti LID EQUAL. NOT TO SCALE
RING MAY BE USED IN Rev. ' n Dais Ini~ SEAM
LIEU OF ENCASEMENT IN UNPAVED AREAS.
36"L X 22"W X4"
VALVE AND VALVE BOX INSTALLATION CONCRETE SLAB
NOT TO SCALE #3 REBAR
2 EA. ~2~~
4.. . 2
3/4" RPZ ASSEMBLY
Name Dab NOT TO SCALE
C ticked JOHNSTON C~IINTY PAGE
DepeKm~otPUbNcUlAitlea 24"
8Cale: P.O. Baoczas3 '~~ft~~ ~kr~~ ~~El€~.' • smw,n~a, Nc rrsn fr~:~t.~~l:~~f~~s r?
e
LID SHALL BE LABELED "WATER METER" AND
SHALL BE "AMR" TYPE WITH METAL FLIP-UP UO
FINISHED GRADE AND 2° HOLE
NOTE:
PROTECTOR RING SHALL ' ;Iili~ ~ - - Iltiilil~
BE 3,000 P.5.1. METER U5 GAL v
CONCRETE. X ~q~ I I_ -
z Q ~ ~ J
U
MIN. 4" WASHED STONE LOCK TYPE
CQNCRETE BLOCKING CONCRETE PROTECTOR RING METER
NOT TO SCALE STOP ANGLE CL CHECK BLOCK SUPPORT OR
:1, . ` ~ EXIST. WATER MAIN VALVE STONE AS NEEDED

! i Name DsN 1" CLASS 200 • •r~ , • • . ' ~ POLYETHYLENE WATER
a~'^ ~ PAGE Checked BY~ JOHNSTON COUNTY },f~'.~°,'t"~1~ ' ' z... SERVICE LINE
Ved B : DCpaM~ent of Publb Ut~itles ~ F~a'~~$ ~ ~?C: ~t ~ ' ~ r, WIDE BODY OR
$ P.O. BCDC7L63 .«ri1t:6'~.'C.~3 3`~5`~`:.:~s~ii :liy„F BmNAlisid. NC 27577 , DOUBLE STRAP SADDLE r '
AS
TAPPING SLEEVE
METER YOKE SHALL BE COPPERSETTER MUELLER N0. H-1404-2,
TAPPING VALVE FORD N0. VH-72-7W
WITH VALVE BOX OR APPROVED EQUAL FOR METER YOKE COMPLETE WITH
NEW WATER MAIN 3'4" SERVICE DUAL PURPOSE FITTINGS CORP. STOP
COAT HYDRANT BONNET AND NOZZLE CAPS WATER MAIN
TAPPING SLEEVE 8c -VALVE ASSEMBLY W/ °ALERT" REFLECTIVE FIRE HYDRANT PAINT SILVER MODEL x{1440
NOT TO SCALE PUMPING & HOSE CONNECTIONS ~E~
EQUAL TO COUNTY STANDARD 1. CONTRACTOR SHALL PLACE METER BOX IN NON TRAFFIC AREA ONLY.
NOTE: TAPPING SLEEVE SHALL BE FABRICATED OF TYPE 304 S.S. AND BREAK RING TO BE SET WITHIN 2"-4" 2. PLASTIC METER BOX SHALL BE CENTURY #1015, NOS D1200, OR
PROVIDE A 360' SEAL AROUND FINISHED GRADE ~ OF FINISHED GRADE VALVE BOX APPROVED EQUAL 3. CONTRACTOR SHALL CENTER METER YOKE IN METER BOX.
EXISTING PIPE WITH FULL 4. METER YOKE TO MUELLER No. H-1404-2. FORD No. VH-72-7W
CIRCUMFERENTIAL GASKET. QR APPROVED EQUAL. 5. METER TO MEET AWWA C-700-71 SIDS. AND SPECS.
ICI f I I-I I I=III=i I I I-I _ HYDRANT TEE III-III i I I-III-I I I i WA~RIINE SIZE VARIES
BURY AS I I-I t I_ III ~ ' SEE PLANS
SPECIFIED
CONCRETE THRUST BLOCK
NOTE: , , . 1. MIN. OF 4 CU. FT. CONCRETE THRUST BLOCK 3/4" & 1" WATER. METER SERVICE DETAIL
STONE (MORE IF NOT TO SCALE
REQ~D). ~ GATE VALVE 2. CONG THRUST ~ ~ ~ ~ ~ VALVE SHALL BE PLACED ON THE
BLOCK TO HAVE M11~67 STONE FILL WATER MAIN SIDE OF ROAD DITCH
OF 6 SQ. FT. (4 C.F. MIN.) Nema Date Drewn By: ~ ~,v'x= PAGE
BEARING ON SOUR TYPE 304 S.S. THREADED RODS BANK (MORE IF HYDRANT LEG TO DIP MiN. 2 EA. PER SEGMENT Checked JOHNSTON COUNTY Y GEE
REQ'D.). OR V~sd DapantnantofPublloUdNtles ~'~~~,;~'~~~~~t~~ "a.~'"~°'~""~~,E~, ~~~w~
Nams Date PAY ITEM °A ua-Gri "RINGS OR ROMAC 3. DRAIN HOLES ANO 4 P FLANGES SHALL BE FIRE HYDRANT ASSEMBLY INCLUDES GRIP RINGS MAY ~ USED AT scale: P.o, B~c2283 ~k3i~ • Smlthtleld NC 27677 ';"1 ~ ~ ~
1~,'~,~'gs~ PAGE Checked By: JOI-INSTON COUNTY CLEAR OF CONC. AlL ITEMS EXCEPT MAIN LINE TEE JOINTS IN LIEU OF THREADED RODS L 4a
A rovsdB : DepartmentotP~ucUtaiues ~Y`.+~~~€'lf~:~t.~' ~~'~'3~.~t,. 4. FIRE HYDRANT
P.O. Bmt2263 ~dk?~~t~t~ ~Ii~~~`~'~ ~t~~T sm~a~d, Nc 2tsrt ll~iv~ ~~~~rr~~l~ ~ BARREL SHALL BE PLUMB. FIRE HYDRANT ASSEMBLY
Y
NOT TO SCALE
ame ate
~~awn By' . ~"pis' ~"io~~t PAGE
~~k~ JOHNSTON COUNTY
Department of Pubflc s scale• P.o. eax~63 ~ i~r t-i;~cf~'~tr~~
3mithiield, NC 27577 ,!`t~ ~~fi3~a~?~ ,fi`r'
ev D in' .
~ _.l
SEAL SEAL APRIL 2007 SCALE M&C FILE NUMBER
JOHNSTO fON COUNTY _ _ _ _ _ _ _ DATE: MC:F PRn.I. ~l Rn.l. .4 Q358-(1116 D005
PHASE I AND PHASE II HORIZONTAL:
ilk .~r r &CMED r~ DRAWN TJJ DRAWING NUMBER
- EAST CL 1 CL/`1I 1 ONI DESIGNED IED CCG NA
SEAL MUM 200 MacKenan Court, Suite 200 WILSON'S IV I'S MILLS AREA ~"E~"E° ED DMH VERTICAL: D5
aft Cary, North Carolina 27511 Phone: [phone], Fax: [phone] WASTEWATER PROJ. NGR. MGR. BFB NA
SAO- 5A ER rRaNSnnissioN WATER MAIN DETAILS
T R AA0002667 EB0006691 N FACILITIES IM 7 www.mckimcreed.com i IMPROVEMENTS ST"T°S: j; REVISION
REV.NO, DESCRIPTIONS GATE /Itftfiv11f1~
ON NS