20110104 Ver 1_Site Plan_20110202

Strickland, Bev
From: Jamie Guerrero [e-mail]]
Sent: Tuesday, February 01, 2011 9:17 AM
To: Strickland, Bev
Cc: Chandra Coats
Subject: RE: Industrial Park Sewer DWQ# 11-0104
Beverly,
Enclosed in the submittal package was a CD with the plans, maps, and PCN on it. In case it has gotten lost, I have set up
the following FTP site with the plans for the subject project.
https://files.exavault.com
Logon by typing the following information in the appropriate areas:
Host: jcpubutil.exavault.com
Username: jcpublic
Password: eng123
Let me know if you have any problems downloading the project information. Thanks.
Jamie Guerrero, PE
Stormwater Administrator
Johnston County Public Utilities
P.O. Box 2263
Smithfield, NC 27577
[phone]
[phone] (fax)
From: "Strickland, Bev" <[e-mail]>
Date: Mon, 31 Jan 2011 16:42:36 -0500
To: [e-mail]<[e-mail]>
Subject: Industrial Park Sewer DWQ# 11-0104
Please provide a data CD or ftp site with a full size version of the signed plans in TIF Group 4 format (black and
white 300dpi, not grayscale or color) for the project listed above. If the plans are too large to store in TIF format,
they can be stored in PDF.
Beverly Strickland
Division of Water Quality - Program Development
N.C. Department of Environment and Natural Resources
Mailing Address -1650 Mail Service Center, Raleigh, NC 27699-1650
Physical Address - 9th Floor Archdale, 312 North Salisbury St., Raleigh, NC 27604
[phone] [e-mail]
Tile information contained in this email and attachments is untended only for the use of the individual(s) or entity named above, If the reader of this
message is riot the intended recipient, you are hereby notified that anv reliance on, use, disclosure, distribution, or copying of this e-mail is prohibited. If
you have received this email in error, lnlease immediately notify Sender by return email and destroy the original message This e-mail rna} or inrv not
have been scanned for viruses.
Industrial Drive Sanitary Sewer
and Force Main Improvements
(Wetlands were only delineated 100 ft.
on each side of sewer line)
Legend
® Alternate Route
--- Proposed Route
Wetland
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rn US 301
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LIZZIE
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NC 21 m US ??
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US 7o
1 inch = 400 feet
0 800 Feet

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s ? st t t s -. ?..
1? 1? N 1 r ? .fiyr . w
N de'? .sit •? {? ?r(. i? 1V `.._,.. ? "
PP Uh172 'n
GUY WIRES (4 EACH POLE
` ? U? L ??
N /F
WALLACE HALES
OB 2'47, PO. 65
P3 13, PG. 1-15
-
PIN#2604--12-858481 \
L.:
WETLAND AREA
r- PP #21 B?
C ?L 5FT48
MH #6A(gU
E xa???cr a STA:6+85.54 F^F
Arc,,cAt ? RreG ? 10jg1?'? RkM:154.66 PP 8
RIM=150 63' INV. IN: 150.14' cN -?J cA RgNtic??F
INy ouT(SIN)=147.9x, I INV. OUT: 150.04'
f I THESE 014 k1 lop ,iF(+ Q?^????F ?0 / I
?q op,/c
EXISTING 1H l?l HAVE - RoP s
JJ+?f ! 10 GRAVITY SE X30 '3Rkoo?,F??( o
STA:1+oa1a i+ I I #Z A r
RIM: 155.8 'L13, STA:1+67.70 ss /
INV. IN:148.0b' +0 I GW
RIM: 153.13'
° I INV. IN: 148.29; SILT FENCE (TYP) 'GUY WIRES (4) r T=r0 - -
SSMH
M=155.86' INV. „U;: 148.19 ` CH POLE) -
INV 1N 147,68'
INV OUT( ?=147.64' ! - 1 3\
CP&L 5FT 9 PP OF 3
,11Ii ?P&L 5?T5O 11 ?
1 i
VIM4NO N WIRE-7, C . '
R/W WL E CE
WIRE FEN 00 Ijjj
NSTALL GRAVITY
Q 0 10' ----- SEWER 10' OFF R/W 20` PERMANENT
a fl "?I W I UTILITY EASEMENT
0? II
2 I w
MH #3 MH #4 10' TEMPORARY
STA:1+96.56 STA:4+15.67 CONSTRUCTION EASEMENT
RIM: 156,37' RIM: 157.08' MH #5
Q w'
°o I o INV. IN: 148,47' INV. IN: 149.18' STA:6+47.38
Q a + I _ i INV. OUT: 148,37' INV. OUT: 149.08' RIM: 155.83'
Xo f?I -- --? INV. IN: 149.93'
INV. OUT: 149.83'
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JOHNSTON COU INDUSTRIAL PARK DRIVE SA
1
AND FORCE MAIN IMPR OCTOBER 2010
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MC PROJECT NO. 00358-012 -0129
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INDEX
COVER-------------------------------G1 ~
LOCATION MAP, LEGEND AND GENERAL NOTES_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _G2 z Q
W
PLAN AND PROFILE ~
W
10"GRAVITY SEWERSTA.1+OOTOSTA.13+50________________C1 (n
10"GRAVITY SEWER AND 8" FORCE MAIN STA.13+50 TO STA. 27+63± _ _ _ _ _ _ _ _C2
DETAILS ~
z
SEWER DETAILS._________________________.D1 Q
OWNER: PIPE LAYING DETAILS._______________________.D2 (n
MICELLANEOUSDETAILS________________________D3 W
EROSION CONTROL DETAILS_______________________D4
JOHNSTON COUNTY EROSION CONTROL DETAILS_______________________D5 ~
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BOARD OF COMMISSIONERS JERS z
WADE M. STEWART, CHAIRMAN MAN ~
ALLEN L. MIMS, JR., VICE-CHAIRMA COOKIE POPE ?IRMAN
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0
JEFFREY P. CARVER
z
W. RAY WOODALL
0
DeVAN BARBOUR
TONY BRASWELL
COUNTY MANAGER
``,,o~~ ~ R ~~ri
RICK J. RESTER
~~~~~~t~FES$1~'• Z i~
i Q~ ~9~ i9 i ~ ~ •
' SEAL
i ~ 032293 .2
• ',9~~•'~.aGiNEti~'' Q.o•'
.l~~R~~D
FINAL DESIGN
O ~
O ; www 0 mckimcreed.com 0 ' NOT RELEASED FOR CONSTRUCTION
N N O~
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- -
_ , , . I _ ;
III
GENERAL CONSTRUCTION NOTES:
i't ~,t i ~ ~ ~t , . I ~ 1. qab i , ~
. I , - 1. ALL UNDERGROUND UTILITIES ARE APPROXIMATE LOCATION. CONTRACTOR TO VERIFY SIZE, DEPTH, LOCATION
~ ' I AND MATERIAL DF ALL EXISTING UTILITIES PRIOR TO THE START OF CONSTf;UCT(ON. CONTRACTOR SHALL , r,
i n - I I. . ~ ~ I~ ' ~ CONTACT `N.C. ONE CALL CENTER' MIN. 48 HOURS PRIOR Td THE STr,RT OF CONSTRUCTION a- ~
~ I _p ~ _ `+t 14 I ~ I ~ 1 ~ ~ i i , ~ ~ (1-80d-632-4949). ~s
, . I f, f i , , , r :T ~ C THE UNDERGROUND UTILITIES INDICATED {3N THE PLANS HAVE BEEN TAKEN FROM INFORMATION MADE AVAILABLE FRd'M
-r I •tI ? ~ , ~ THE VARIOUS UTILITY DINNERS. THIS INFORMATIQN IS NOT INCLUSIVE ~JF ALL EXISTING UNDERGROUND UTILITIES AND I. ,
1 1 . ~ . CABLES. THE CONTRACTOR IS ADVISED THAT ADDITIONAL UNDERGROUNU~ U IILITIES AND CABLES MAY EXIST WHICH ARE
' r" U. . . NOT SHOWN ON THE PLANS. PLEASE BE ADVISED THAT THE UNDER~POUND UTIL€TIES AND CABLES COULD CONFLICT WITH
r ~~a ~ ~ t ,,,r~ ~ THE FORCE MAIN AND GRAVITY SEWER CONSTRUCTION AS SHOWN. THE ONINER WILL WORK WITH THE CONTRACTOR TO ' 4' ~ '7 REALIGN THE FORCE MAIN AND APPURTENANCES TO MINIMIZE Cf~I~1FLI~~TS .HE OWNER WILL NOT CONSIDER REQUEST FOR
I .e ~ 1 ~'1 I, 5 I 4- t ~ ~I ~ ~ ~ ADDITIONAL COMPENSATION DtlE TO THE PRESENCE OF CONFLfCTINC UTILITIES AND CABLZS THAT ARE NOT SHOWN ON
_ 1 i ~ ~I - _ r ~f1 Vx 'er r ~ - - THE PLANS.
:~'I r ~ a' _ I r ~ I ~ , _ - I 1~ :I ~ 3, CONTRACTOR SHALL COMPLY WITH APPROVED N,C.D.O.T, AND CSfT ~IdEU,^.C.HMENT AGREEMENTS WHILE WORKING IMITHIN
, _ ~ ~ I Ym r 1 - - 1. F > "I I THE AGENCIES RIGHT-OF-WAYS.
~u l .I ~ ?.1 ` _ _ _ ~ ~ 1 4 ` l"( - I
j r ' . I _--r 4. CONTRACTOR TO INSTALL EROSION CONTROL MEASURES PRIC7R TO THE SMART OF CONSTRUCTION. I- - r ;-:ri
i ~ ~ , , I , r >f l _ _ f i j a k l i a ~ r
~ , , -a ~ ~ . ] I ~ it ~ ..I•':r i x'14 ~ ' ,I e}; . c I ~ 1 sr _i r o-:'- 7 r ~ ,I~ idyl ~ ~ - ~ ~ - - zl 'tti ti~ - I ~ ~ 5, RCOESS TO .EACH RESIDENCE AND BUSINESS SHALL BE MAINTAINED AT ALL TIMES. '4" fir. ~ ~ ; j~
, . ' ~ - f J ~ I r., I f - _ . ~ ~ , , ~ - _ 'a ~ I h ~Gr r Y I rl, ~s Y t r, - ~ Y. I° ~ ,
q I f. - I s, F ~ I ~ i{, 1v ~ ,lit, ~ 7t` . ~ . r "t ct~ 1' I r .l r " ` 6. ALL DISTURBED AREAS SHALL BE RESEEDED WITH LIKE GRASSES 1N RESIDENTIAL AREAS, 'I ; ' ~ ~ ~ DISTURBED AREAS LEFT INACTIVE BETWEEN ANY PHASE OF GRADING SHALL. HE TEMPORARY , , .
lid t; - _ ~ ~ - r ~ ~ ~ SEEDED WITHIN 15 WORKING DAYS CR 3d CALENDAR DAYS, WHICHEVER IS S`-l(}RTER,
. .1 - 1 1 r i° ~ ~ r, .,w.~t, PROVISIONS FOR PERMANENT GROUND COVER MUST BE ACCOMPLISHED ON EXPOSED SLOPES
I : '1 _ ~f ~ M~ • 1 f t r, i ~ I ~ 'I - 1 I .71.E ~.t . ~ I:~,i WITHIN 21 CALENDAR DAYS, AND IN REMAINING AREAS WITHIN 1,~ WORKING PAYS dR 90
_ ~ II 7 ' r.: , ~I ' P ~ I ~r ' ~ E ~ a.. 'I ~ CALENDAR DAYS, WHICHEVER IS SHORTER. } 4 { i
c... - - -'i~ "'1. ~ f... fs•f c I t y 1 1 r r - r :I' 4. t ~ ~~rl k~ , ~ i ~ ~ 7. TRAFFIC FLOW SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRU~;TIi~N.
I t ' 1 1 I ~ `C: 1 i.:.. r i , i i I I r ~ ~t''~a t .-,t t-try L:: 21, r>. - I ~j.,.. ~_r~: ~ 1,~:
it _ t. ~ , 1 v ~1. a , l ` - I (1 1°' a. ~ - ~ I. I ` ' ~ REPAIR AND REPLACEMENT OF HEADWALLS, MAIL60XES, DRIVEWAY CUL~?ERTS, DRAIN PIPES, ROOF LEADERS AND DRAINS, RETAINING '
. r l.t' r ~ ~ ' y r ~ r t I ~ f -.j ~ t 1 r ~ ~ " ~ ~ ' ~ ~ ' WALLS NOT SPECIFICALLY FISTED IN THE B1D FORM, SIGNS, LANDSC?~PINC ETC: REQUIRED DUE TO CONSTRUCTION ACTIVITIES SHALL
~ ~ 4 ' t ~ i. ( ~ x ~?'1~ ~ _a ~ w~l _ - BE INCLUDED IN THE COST OF THE PIPE.
, _ ~ ; I. ~ _e I . 1 w'n 1. _ a _ 3 ~II
. ~ I r.:. _ _ tix ~1. ~..~1;,~~~T'~' ~~~~r ~ f .r ~ _ IE~ _ CONTRACTOR SHALL REWORK ALL GRAVEL, CONCRETE AND PAVED DRl'~'EU~IAYS WITH LIKE MATERIAL ACCORDING TO THE 9. .I
I . ti ~ ~i Ira {i~. t IL I .I I I - ~ - Er - I„ ~ I `ti: ~ ~ ~ r~ r t~h r 1 ~i r''` ~ II 5PEC1F{CATIONS. ALL STREETS AND DRIVEWAYS SHALL BE SWEPT C~L~ N OF DIRT AND DEBRIS AT THE END OE EACH
- I.-.,~r r,.I . _ e ~ r. o- „ro 'III ~ ~ ..I , , -1 ~.,y, ,I ~ a ~ 4. I t ~ _ _ ~ WORKING DAY. ,
t„ I- - ~ ~ ~ _ 'I r'. ~ 5 _ I _ _ xf f ~ - _ ~ ~ 'IG, CONTRACTOR SHALL COORDINATE WITH JOHNSTON COUNTY FOR ,AfTY DIS~?UPTIONS OF THE NORMAL OPERATION OF WATER
o - _ .I I I y~ ~ t i I, e ~ _ . I t ' ,r ~ i - , I 1 1t i . ~ .1 ~ r ~ , ~ l ; r~~ Y _ ~ , AND SEWER SERVICES.
s ~ t I . 1 r. A.`,
E i, r _ I I f I II , ~ i ~ 11. CONTRACTOR SHALL NOTIFY APPROPRIATE PERSON AND AGENCIES T^~C ~~VEEKS PRIOR TO THE BEGINNING OF
. , . - ~ ~ f l ~ - - . , _ r. , = t r I ; CONSTRUCTION.
I". ^ ~ I 7. i i'~' ~ ~ I'i _ a.t' , I ~r I
- , I _ as ~ r , t kt ti tf t ,i ' s: , ` 1. DIRECTpR OF ENGINEERING AND INFRASTRUCTUPE, ~IOHNSTON COUNTY. TIMOTHY G. BROOME, PE,
, , i ~ t ~ I r ~'l, s_ . i;` i ~ - - - 'i1'iii 4 'iI•ir ! 5'^~ ~titl ''I;. IrlG . '~:~.z,~ TELEPHONE NO.--919-989-5075. ~I
4 I ~ I ~ 1 1 I ; i I _ ~ ~ a . I- . r; ' I. r ~ \t ~
( . r.l. . ,r . is -t r ~R 1 r r~ ~ „ a( I ` v. L, r~ ~ ~ 12, CONTRACTOR TO PLACE ALL SPOIL MATERIAL ON THE UPHILL SIDE ~,iNAY 'rt~D}IJI ALL ROAD SIDE DITCHES, CREEKS AND s
. I: I.+~i , ..r.-.r.i .W 1 t.,-. ~i. 1. ':r'. _ (R a' - WATER COURSES DURING CONSTRUCTION. ALL EXCAVATION SHALL EE BACKFILLED WITHIN THE SAME DAY. ALL TRENCH
I ~T h , . , ~ ~ 1 ~ C i ~ . r. r i r r. ..t... 5 ~ 4 I. ~ w t.-" . ' ~ it 1 . l ~ ~ _ y r ~ ~ I ' . DEWATERING SHALL BE PERFdRMED THROUGH. SILT BAGS.
v, h I ~ .r.., ~ a r...,.. fit` t. I ~ , . .a, 1,-.. 1 , . S ~I 13. ALL DISTURBED DITCH LINES SHALL.. BE RESHAPED, RESEEDED, MULCHED AND TACK COAT APPLIED. CHECK DAMS
i . ~ ~ ~ 'i. r ~a~. ~~1 rv ~ I .,ti . ,.L .„:r is _ ~ r;; , ~ I, : - ' ~ TO BE PLACED IN DITCHES AT THE END OF EACH WORK DAY. '
1 l~ S, , , , - ~ ~ ~ I F ,,r I -F. i I . I~
_ _ I ` I , , 1 - - ~ T ~t. 1 = ~ , r ;.t, 1 , 14. INSTALL 51LT FENCE PERPENDICULAR TO FORCE MAIN AT CULVER S UN T'IL RIP-RAP IS INSTALLED OR GRASS STABILI'ZED~
_ ,I I , ~ ' a ,
• ~ r INSTALL 10 LINEAR FEET OF STRT'~N VJ,/ NET AT OUTLET OF ALL dEIdEWAY PIPES AT AREAS WHERE DITCH 15 15.
1 : , IMF ' ~ [ f ~ r r ` ~ '.I DENUDED UNLESS OTHERWISE ~~10aI~P,1:
- r, _ ~ s ~ ~ ~ r I
~ 1 ~ , . _ - a 'I. ` . 16. ALL VALVES AND REDUCERS SHALL BE SUPPORTED P,fJD PODDED T~~ !?,DJACENT FITTINGS OR
i~ c:_ - - a r r.: _ I _ 1 ' F-- I _ _ THRUST COLLAR.
;ti - , ~ - . - t b - ~ - ~ r. „ ,r I.,. `fit r -~I ~I - - ~ : ~
. 1. r~'~ - 4 ,-i' "r~ ;f.~a~ it ~ I~ -~,p I f:;;,71 c:, ' . Y' s, 17. SEE SHEETS D4 & CAD '~-CR DETAILED SEDIMENT AND EROSION C~:~fdTRCL F'EQUIREMENTS,
";'I .ti :p r` f . , _
r _ ~ ~ - ~ / k.=rya 1 • , - ~ ~ ~ I 18. THE LOCATION IDF ALL HORIZONTRL AND VERTICAL BENDS IS APPR,~r.l":~~ih, IT IS THE
I•r, Y " ~ ~ CONTRACTOR'S RESPONSIBILITY T4EP,iSUKE THAT THE HORIZONTT,L APHID 'v'Ek-iICAL ALIGNMENTS
_ Irl t r ~ r _ I L 1 ='1 _ SHOWN 4N THE PLANS MEET SHE Pi°E N(ANUEACTURER'S ALLOWABLE iGIi~1T DEFLECTIONS. ANY
_ _ c f hi. ` fly I- 0 - ~ 4 ; f - 1 e r i f~ ADDITIONAL FITTINGS REJ'JIREO WILL DE PAID UNDER THE APPLICABLE OMIT PRICE dN THE BID - _ FORM.
I C- , - ~ , 4. ~ ~ - i^ ~ r r, r J r I ~ ~ I I ~ , J ~
I ~ r... i _ ~ _ r 1 I i. It.;~ ~:~..E ~ : c .r r - r, F r 19. CONTRACTOR SHALL INSTALL THE .FORCE MAIN AND GRAVITY SEWEF ~'f~l~' WITHIN NCDOT ROW OR THE EASEMENTS SHOWN,
- ~I 1'-' li rz I i k I f It: ' u. _ 1 _ c t - I :c~~ I I Li i ;fir d t ~ - -
4 t..!,y ~ 1 ~ 'ice r} r , , c,r , 1 Ls:7~rly. { r,~' ,tr c I I.., ti 1 I,~ is t M L ~ } } } t ~ ~
- - r , ' ~ ~ ~ ' t t f d ) t I Il d ~ ~ a r ~ ' f 1~1 ~ i - r ~ ~ i.~~ d i ~ r,
_ ~ lh~.i _ ~ i ~ i r I L {rt i ~ ~ t d ~ r jj , 1- 4 1 rd ~r 1 a ~;.y P i ~ , i
. - - ~ t I. ~Jl 4 j i~l. Y I l{ ~j / I` it t,-[ { «~1 , t ~ ~ 5 J 1. .t ~ , q -qs 7
,!1. - I, 1~ - ~ i~~' ~ ~ 1 ~ J t 9 a7 :',F I „ti I d 1 r .Y I r: , r r i.~ ~ 1 R r,. ~ - , C 41 r , R,~ 't i~~ ~ ~ .~y
, i~ ~~f' ~ r: ~ r 1 d k", ~ I' i`` ~ AI ~3' 1~F, I ~ I ~ r - ~r ~ _ f ~ 1 1 ~ }i y~l;lJ a 15 1 ft t '1 `4~ T 7 11 r 4 j t t 4 ~
I~ i'J' k ~ 1. ,~~~r ~,.:;V ~ I e,r i i rti :v~ Iti ~C~ 1~ I~S - ~ .I
_ . enc.. - '~t ~ ~ I P t c t li ..'r i ~ 1 9 Imo. ~ 1 C:~ 7 ~ ti ``t'' ~ I ' ~ ,i I 4i'~ I v Ir~~ n' a r i, ~ ~ l a E ~ ~~~~~d - ~ - E ~
- ~ - rc ~ I I ~ r a. ~ r ~ sj`~ I 't L'*. is ~ ~ 1 r~-fit ~ t t ~ ~ . i
-tt, _ _ sl r'F,la a t ~ c ~ r,{r~Cr,. _ ' ~ l a - ~ c..=:L li I Y ~t t ft 11 tl Q EXISTING SANITARY SEWER -y~~~ NEW GRAVITY SEWER LIN€ AND MANHOLE -
[ ~ } i . _ - - .:1 ~ 'rl M t 7 + ~ .M1 ul A ~ ~ IJ J F - a-.. ' 1 : ~ - - - - - - - - EXISTING GRAVITY SEWER .~I ~ 1fL TELEPHONE PEDESTAL
L . - _ - ~ 1. 7-. ~}a ,1.: . \ ~ PEO
, .r s; J 'S~:"4+~TSL-.;';"i-~s.~.~~a"~.e- ALSPo~",~i KevCf"}~E7~^'~[~"~',~', 1 ` $ gym' r,~--.~ NEW FORCE MAIN ~~K~x~~~~ s~~ ~ ~ pP P©I~ER POLE
FIBER OPTIC JUNCTION BOX FM ~ EXISTING FORCE MAIN
3~0' _ ~J' 3'J b00
D4 EXISTING GATE VALVE ~V- EXISTING WATER LINE
M4 NEW GATE VALVE UNDERGROUND TELEPHONE LINE
ARE HYDP~.NT ASSEMBLY F16fR OPTIC LINE
I!
t=HECK DA~i RIGHT-OF-WAY
+ EXIS1ING TREE ~ E OVERHEAD ELECTRIC LINE
WATER METER
EL~C / / ~ BORE AND JAC1{ PED ELECTRIC PEDESTAL
CA/T4' [Y~%~X~,,~ OPEN CUT pEp CABLE TV PEDESTAL
-°a~m r~« aF SILT FENCE
__._.m ._~~,~_~~,a,, _.~.m, ~ ~-r..~-..,~,M~ M&G FIL€ NUM$ER
~ SEAL ~ SEAL I ~I^'"ya.+~,.`+~ ~ ~~D+r1,r°~ c ¢ ~ ~ ~ ~'~''``il 6 DATE: OCTOBER 2010 SCALE
a ,gym , _ r fj~ my ~ ~ -sw ' s~~ j~ , , , \o ~ ~ry ref t = x a ` t~ ' MCE FROJ. ~ 0358-0129 ~ ` ~ ~,°j~, p~ ~ w~'~ 2`'' ~ ~ ~ HORIZONTAL aa~ A J 6.v ilJ,. ask
I Y LA `'1`; ~ ~",I\"A ~«~~``°~~~~1 I(~1 1 DRAWN Ahh6
r.`' o~t1~~S~IQ~`r! 4-~ r. a ~ ~J' a I ~ ~ ' d 1 ~ f~~ ~l , _ ~ ~ ~ _ _ ~ ~ r_~~, ~~a~ai~" S ~ ~ ~ 1~ ~C'~Yr.:.:.~f^'1.1 !t"h ITk"'+ ' nrc,r~icn finr ' 1"= 300'
SEAL - 1 2!0 ',Jrllsity Dr've.'Suite 5019 VERTICAL. CHECKED GLW
03 Raleigh, NoFth Carolina 27v06 PROJ. MGR. BFB NA
o n e: °I -0091, Fax; (919)233-80"1 w COUNTY
s. LOCATION MAP, LEGEND
C{1L NERAL NOTES AND GE,
REV.~IO. DESCRIPTIONS_ ~ ~ ~ . ~o~.r' ; i c ~N1N FJ.ITI.,rC11.1.1(,I .,-J. .,(^fl RLMSIONS

. - m---...__ _ _.m_.- - - u -
- ~ 1 1, GONTRAGTOR TO VERIFY SIZE, DEPTH" MATERIAL AND LOCATION
I FOR ALL UNDERGROUND UTILITIES PRIOR TO THE START OF ~,e ~ i r ~ CONSTRUCTION,
I c~ u~l7z a~Q~
~ . THE UNDERGROUND UTILITIES INDICATED ON THE PLANS HAVE Q,~ ~ BEEN TAKEN FROM INFORMATION MADE AVAILABLE FROM THE
BUY WIRE ~~I EACH '(?LE)
,:n~ , MH 9 / 4 VARIOUS UTILITY OWNERS. THIS INFORMATION IS NOT INGLU5IVE
4NALLAC HALES / OF ALL EXISTING UNDERGROUND UTILITIES AND CABLES. THE 5TA:1 ~+12.55
DH 247, f'G. fi5 PB 13 PG. 1:35 CONTRACTOR IS ADVISED THAT ADD#T}ONAL UNDERGROUND RIM:158.t}~' ,r'~ UTILITIES AND CABLES MAY EXIST WHICH ARE NOT SHORN ON
PIN X2604-12-85-8481 INV. IN:152.19' f ,r THE PLANS. PLEASE BE A(~VISED TFfAT THE UNDERGROUND
~ MH 7 INV. OUT:152.49' / / UTILITIES AND GABLES COULD CONFLICT KITH THE FORGE MAIN
'/~'ETCAh(Q AREA ` ,d" PP X218 STA ~+55.58 CONS1"RUCTION AS SHOWN. THE OWNER WILL WORK WITH THE
CR,.L 5FT48 RI RIM:156.90" f CONTRACTOR TO REALIGN THE FORCE MAIN AND
P ,~r, ~ , ~ , , ~ MFG 6 r~~ lid INV. IN:151.00' / APPURTENANCES TO MINIMIZE CONFLICTS. THE OWNER WILL NOT
~ ~ _ ~ ~ STA; 6+5,54 ~ rl,, ! II~ INV'. OUT:150.9U' CONSIDER REQUEST FOR ADDITIONAL COMPENSATION DUE TO ' THE PRESENCE OF CONFLICTING UTILITIES AND CABLES THAT
! INSTALL 700 LF OF STR ARE NOT SHOWN ON THE PLANS.
3 E{~ 5x.63' , , II~}V. IP~:15~),14 c,~ ~ '~~<<~ TAN TEMPORARY CONSTRUCTION ,I ~ W/ NET TEMPORARY LINER
INV OUT(SW)=147.99` ~ _L r ~~y INV. ~}UT,15~D.04 ~ Q ~ ~ c f ~ EA. s ~ L F, ~ 0 w t 'V F I. EASEMENT IS THE CLEARING FROM STA. 12+QO TO 3. CONTRACTOR SHALL NOT PLACE SPOIL IN PROGRESS ENERGY
,OW~R POLES ~ dh. ~ ~ 55, F LIMIT ~TYP} / STA, 19+00 WHERE DITCH TRANSMISSION AND DISTRIBUTION RIGHT-OF-WAYS.
i~E- ROP b ~ . IS DENUDED. /i 4. BURIED GROUNDING LINES OR OTHER SUBSURFACE UTILITIES
STA:1+00 Q ~ ~ p ~ ~ , -r o NOT SHOWN ON THE PLANS COULD BE LOCATED BETWEEN
RIM: 155. ~ STA;1+67.71 ' r P ~w ~
INV, IN.1 ~48. J © ~I RIM:1~~.13 ~ , . IN;148.~~'. SILT FENCE TYP 126° TRANSMISSION TOWERS. CONTRACTOR TO FIELD VERIFY. INSTALL GRAVITY
v., INV. ~ ~ GUY FIRES 4 - -F ~ SSMH I` f' ~ r' 6~-1- ~ SEWER ALONG 5. PROGRESS ENERGY DISTRIBUTION EASEMENT CROSSING FROM
~=155.86 - ---r> ~ INV, GUT: ,4~1~~ CH POLE . ~ f r i, t , ~ ~ , ~ ` ~'0 ~ 3. ~ ~b< ~ 33 1NV iN X147.68 ~ ~ ' ~ j . . - - ~ - . - . PROPERTY LINE APPRQXIMATE STATION 1+C10 TO 2+00 SHALL BE PERFORMED IN
z` INV OUT =147.64" i - ~ ~ ~ ~ ACCORDANCE WITH THE ENCROACHMENT AGREEMENT IN THE
11 a~ - , z ~,.F . ~ _ _ ~ S ~---~f 9 [7 CPL 5F'T4 )li ~ PP ~ p , ~ . . d P ~ r~` IE~ °'4~k ~ 9'~tI GQ6 A~ a ' ~=.9- ~ ~ SPECIFICATIONS. THE CONTRACTOR'S EXCAVATION 5HALL EXTEND
- - ~ ~ ~ ~.~'itlhd, ~ ILI. ~ ~ 3,, t~ . , , " . \ STA:11+21.8 PGiLE50SER THAN 10 FT FROM THE FAGS OF THE POWER
% n~ - ~ r~n ~ - - ~ ~1-, ~ ~ , I ~ , ~ I SCI. ~oIRC I `~"C~-- -
~ P „ a .ate... , a-~C 4°~~ ~ ~ 4'~^J011f= N~I'~ ~E CE ~.r~ ~ ~.P v
~ INSTALL GRAM CY a~~,: ~ ~ f~ w ,1C~VLN ~+If~E FENCE t ~ 10, ' SEINER 10~ CFF R IN 9 ` , INV. IN:151.5~6" ~ . PROGRESS ENERGY TRANSMISSION EASEMENT CROSSING FROM 4 w~vEN W+RE FENCE G:15 . ~ APPROXIMATE STATION 6+5fl TO 9+50 SHALL BE PERFORMED
/ d.. ~ ~t~ P~~MANENT ~ g ~ ~ IN ACCORE~ANGE WITH THE ENCROACHMENT AGREEMENT IN THE
~ ° ~ UTILITY 'EASEMENT SPECIFICATIONS. THE CONTRACTOR'S EXCAVATION SHALL EXTEND
Ow r7 t~ ~ ~ U}, NO CLOSER THAN 30 FT FROM THE FACE OF THE POWER ll J
z ~ W' I~H 4 r i9 ~ MN ~3 # 14~ TEMPURARY POLES,fTOWERS~'GUY 'WIRES.
~ ~ STA:1+96.56 STA: 4+15.67 z, r r CUNSTRUCTIGP~ EASEMENT 7. WARNING; OVERHEAD TRANSMISSION LINES PRESENT A SPECIAL
c W RIM:156.37 RI~1:157,OB MH ~5 SAFETY HAZARD. CONTRACTOR SHALL CONTACT GEORGE HALL
o~ ~ INV. IN:149.1~" 'STAN+47.3 ~ o o INV. PI`'~;146.47 u.: u.s. 7t~ BrPass'~ WITH PROGRESS ENERGY A1' 919-320-5853 BEFORE BEGINNING
a ~ ' ' INV. OUT:149.0$° ' RIM:155.83' ~ INV. OUT:145,37 soo' PI 300" ~uBE~e RIGHT-oF-wa ANY WORK IN OR NEAR PROGRESS ENERGY TRANSMISSION
x Q ~ INV. IN:149.93 APPR(}kIMATE L01 cn o ~ U RIGHT-OF-WAY. PPROkIMATE LOCATION BASED ON WOV WIRE !`ENCE
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~ 145 TO BE INSTALLEa i AF~Tf=-SEE Cull _ °1 j ! ! I i 145 ~ ~ ~ ' I ~ _ - ~ - I _ _ _ - i
_ . _ _ _ 4NETLAN~ AREA~_-__~._~_______-- __~I_._. ____~.r___.__~____._._:_._ _,~__.__w___ - TO 6E INSTALLED IN ~ I i ~ S _ E DETAfL D4 E ~ ~ I ~
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1~ ~ o ~ 1 ~ ~ ~ - }y / I I ~ 3 T'~~L ~fi~~a~~~ E i4 i~GE PROJ, ~ 0358-012 Ii0R120NTAL~ DRAWN AI~B ~ ~~N,~~~~u~eea
~ Y [ ~ '+~sw- ~~m~ ~ d ~i ~L. ..59.5:.,. n~. :-y. 1. I r. 1, ..45_~,~ €~ss!• ®,~a, r ~ ~ r ~ , e ~ k i ~'°a ~ a"'~ ~ ~ ~ ~ 6 a ~ ~ ~r~a e ~ r a ~ a-^ ~ a ~ _ w 1"~5f~'
'l 1 I I MIND I UMU MIA11 ] 8l Jl'l U V LP t-jN 1 Utbl(JNtU GAI
1730 Varsity Drive 500 J r . CHECKED Ct. VERTICAL:
2 2 9 3 Raleigh, North ar'o ino 2 Ifi 'S ~ F O UN I I A 1 EWER PROJ. MGR. BFB JR'T
m3~ Phone: [phone]'-"ai1Fox: 191, 9 21 1,11 8 Q GM-
- ` C-0342 1 REVISED PER PROGRESS ENERGY'S CON"IAEN T 10 29 1D `"fr A,`'' STATUS;
DESCF;IPTIONS d ~ f WWW.rCII.,{in-1creec.euCn ' T. 1 +00 T ST A. 13+50
~r REVISIONS ~ 5 gym.... s..

k

_ ..emu:-:r:::' ........4.
_,.v~,.~.mv:c:~.nrrowsu~c.-ev+amu.+~ \
- \ II
N(ITES. _ ~ ~ ,-r ,~.IQR TO THE STAF~T CF C{1haSTF'UGTI~i~a. o - PTH MATERIAL AND LOCATI{:)rJ {=U~ Ah.L UNf_)ERI~I,OUI?D u rluTlr_., I-,, \
y : i 1. CON TRACTOR T{7; VERIFY ~I~E, DE ~ y, . _
_ - ~ I~,.,d ~ ~ + J ORIv1ATICJI'1 V1ADF... ,4v'AILAHLE I~I~.C11~ 1N~,= VaRlOUa UTILIT'r' Of~PICf~a. TI-I. a2~ ~ ! ' UT1LI11£S li',IDICATED ON THE FLANS H.AV~. I3ELN TAnCI_ FROf41 it F _ ~ - a I_ES MA`r' EuIST WHICH .ARE PdQT 5 OWhdEf~S. THIS INFORMATION IS NOT INCLUSIVE OF ALL EXISTING \ I 'I-i ANL NOT SHOWN ON THE PLANS. PLEASE BE ADVISED THAT THE \
o' 2. THE UNDERGROt1ND s ROUT D IJ CILIlILS ah~ID C H ~ Q CABLES. 1HE CONTRACTOR IS AOVI~CD THAT aDDITIC?Nai .,€NDLRG ~ ,k, o. RGROUND UTILI11k..a AN • , r-- ±~.a, T's-~E C1~hlER ~lll.h ~IORf< ~I~IH TIDE CCiNTRAG'TOR y , s~, UNDE ~ _ - GONTRA.CTOR TO REALIGN THE FORCE MAIN AND APPURTENANCES
~n ES Ct1UL0 CONFLICT V~TI~ THE FGF~ E h~Ail! ('(~ri~IRIJCTI~~N ~NONC I JD lJTll_I~~IES AND CABI. i~- - ~ r -IE PRESEN(`~E Of" isC~ld~=l...iCTIhdC UTI~TIES AND r- ~ ~ ~ ~ UNDERGROI.~. UTILITIES RND 1JABLES THAT ARE NOT SHAWN QN THE PLANS. \
u1 ~ - NOT CONSIDER RI_Cl.1FST FflF' ADLII~IOPJP~L ~:Otv~PElti~AIION DUB IQ TI c^~`~+ ~ P TO a~INlMIZE CONFLICTS. THE flWNrR FILL
7- ~ ~'c~,i, +~aD [31STRINUTIOI~f RIt;HT-OF--~IlAYS, v ~ ~ ~ sR,4N~(1~1,,.,1,~.1 E 3. CONTRACTOR SHALL NOT PLACE SPOIL IN PROGRESS EN ~ \ ~ ~ ~ PP ~'8 i ti
° ~ u' ' ~ / r ~ - ~ 1 i r ICE Li)CA T F:D BETI~IEEh~I TRAIdSMI:;aI~JI~~ TnV~lFRS, ~,C?~~Tf~A,CT( ~ <U' ~ ~ ! ' C ( ~I~#(?~,IJ C?N Trlc_ PI_AfJ:, ~10_I_a u ;S. ~~(1N~fRR,CTOR TO FIELD VERIFY. ~ I I ~ ~
~ ~ ` BUSIED GRt~UNDfN~ LINES DR UTHi=R 'SUBSURFACE UTILITIES iJ ) a~~~, frE: 'KITH THE ENCROACHMENT AGREEMENT IN THE SPECIFICATIONS. '
- nJ i~r~-30 1-{.~ 1~~+.5C~ SI-IP,L.L. ~E F'ERP+`]I~MEC~ Ihi ACCO~;f.)AP~1GE'~ITH TH ~ , ~ ~ % , - S ENERGY TRAPISM+ISSION EASERu~ENT CROS51PdG FROh,1 APPRCI~I~IATiw ~ A . ..{r, \\h ~ I 1 f I _ f
~ ~ 5. PROGRCS ~ - CLQSI=Ia THACd at1 1=T hR0`~1 fi-IE FAO'E t=€F THE F O~~ER PULE. 1~V~CF.S THE c,OfJ~fRAGTOR 5L~OAVATiON SHALL EXTEND N ~ ~ ~ ~ ~ ~ ~
Y" ~ ~ >c ~ - GRESS EPdERG'i D1STRf~dIJTiON LINE AND TI ~ ~ , ~ 'PARALLELS AN E,J~lirlt_~ f RO N LINE AND THE CONSTRUCTION LIMITS OVERLAP THE EXISTING ~ ~ ~
~ II' 1 1 ~ ' dPPROXIMATE STA. 19+Ct~ AND ~6+50 THE FORcWr IdAIr~I~~:PP,dI ~ (.,E.~JLR ~ . a E COrITIPACTDR~`> E'XCAVATIOhI SHl ~ 5. 13ET4~.E~1~1 E ~ ~ A TAP ALL PP,OViSIt~hJS 1;~1 THE ErdC:RC~ACH;~4ENT At~R~LViEI-T. fir! (~~A'~1ATION SI-IALL 8E NO CLOSER THAN 15' FROM THE FACE OF it ~ ~ fC)I~~`~
"`'-"°'~``''1'''~` PROGRESS ENERGY EA'SEME~IT. COINTRACTfJR SHALL At~HERC s~fi APPROXIMATE LOCAT(01`d ~ OLES. it ` ~ ~ ~ I
~ ~ C11NER P / (~F ,~aT&T FIBER ~P11C Q~ ~ 1 `INIf~J TIIE SILT FLNC;I-C) ~,r~EA. I~ ~
0 ~ BARE LOCATION SHALL FE CONTAINEC V~JI 0 CABLES ta~3 PARRS). 7. sa1L sTOCr; PILES AT
_ - ~ ~ ~ r - GE I-l.AI_L ~1ISH P~?(~(;'RE.SS ENERGY A PRESENT A Sf~E(ifAf_ SAi=..LT1' I-IAZARD. C:Or~I1RACIUF, SHALL C~1€JTA~I C_ ~SS Ef1ERGY AT X19-32R-5853 BEFORE BEGINNING ANY WORK IN OR i ' ~ 1 E
R~+ARNING. OvERHEA(] TRANSMISSIOhI LINES NEAR PROGPESS ENERGY' TRANSMISSION RIGHT~OF-1~AY. ~ ~
TEMPORARY CONSTRUCTION c - F~;ISTI~IG UTILITIES IPI 1~I~IE ~+IICINITY OF "fhlE G~i ~ ~ I N (F ~ IITY OF TIIF BARE AN"D RECEIVING PITS. I MEERA INVE TMENTS CLC ~ ~ ~ r
G DARD CASING PIPE LErdGIH AS PF~1l11REC) TQ aV01L DI.:TUIcI_IIf.G THL _ a,E? EASEMENT IS THE CLEARIN g, CaNTRACTOR SNAU._ REDUCE THE STAN.. DB ~~18, Pc. s1'7 i I ~ BORE AND JACK ~0 LF OF 16" PB &9, PG. 17 ANp E~dGINEER IMMEDIATELY IF THE FIBER OPTIC LINE INTERFERES # STEEL ENCASEMENT PIPE MIN.
O..rF' 'IT TYP r ~ ~ I NF PRIOR TQ COPISTRl1ChICiI~! AI~d4 Pa0T1i=Y THE O~INER ANL~ ENGI~fEE LIM ~ } H OF THE A;T~:I r1RER C,PTIC _I _ PIN 2614-.13-04-Q945 ~ ~ ~ I ~ I ~ 0,025" WALL THICKNI=SS} ~v,f 44 LF
~ 1O. C(INTRACTDR SHALL VERIFY THE LOCATION AND DEFT ~ Th THE. GRAVITY SEVER AS SHOIP~N.
~ ~ R 1 T 15' ,aT~. ~ J~ FIBS OPTiC~ ~4SEMEI~T ,--MI-{ ~'f MH X12 20'x25' ~ I ( 8"' ~I CARRIER PIPE
i ~ { ~ _ .3L7' PROG,4~SS ' N F LO ~a,T OPI BA~BEp , STA. i 1.55 r- ~n~ch~cY Fa~e~-tFNr Rpr„~~s " PVC F~RC l~l BORE salT I I 10'x10' RECEIVING PIT ~a~Ln-tl=nrr STA; 23+67,55 ~ _ SEE NOTE J~ ~ ~
WALLAC M~' FS i3N CP&L ORAtiVING NSF ~ QE 274, P(1- 3_ .n _ 542 t TS I_I.c ~ ~?IR~:"1'67:07 i~ I~ ~ .v._ _ pue arnp,m m
PB 13 F0. ; ~ RW-D S MEERA INVESTM N - .,,~;~,,k =x,481 (~B 3818, PG. 9~ 64-12 8 - IfiJ d. ~1:: i.JJ. I P€N~26, i PB 69, PG; 4 ~F\ I~ _ ~ ~ INV. OUT.167.37' d~F ~ 1248 FT FROM TH EDGE OF THE
Qi 4,C PIN 2604-S6-y4-.,~.ly ~ 1/ _ - - , ,~6 TEMPOR ANGER T PL 'r«
_ ; ~ ~ ; _ ow ' O eP&~ PNZO sa ppl PIT TO OWER POLE} CONSTRUCTION ENTR ~ } ~ I I 8" gp° BEND IRO ATE AS NECESSARY)
t , ~ : _ ' a
. ~ ~~s,l P ~,e k',~ ~ ~ ~ ~r'u~ ~ v ~ . - ~ - - - - - ,~~Y~ . ~ - ~ _ _ . _ _ ~ _ . v,\ Pk ~~~re OWN OF SMITHFIELD rv~_-_ T
- - g ~S~ ~ ~ ,~,.,.~,-,,,,a, - ~ _ ~ _ a -..~,.a~, ~ , ` - t u~ i w.,.~......__._ - \ OW ~ ~ I P
~ 1--~ ~ s,,,k V..ewJJ.~J-' ,v.. ~.,v~,%.,~1.,~._~.~.:.a.l ~ a~,,k i.a. ~ 1 - 5F ~ ~ ~ ~ ~ ~.s ~ . ~v-~~ ~ 1~. e m m _ d~~_ a-.. . _.2 m. 1~~.~;~.av ' 1 J. _ . ~,a, v a,. s ~ _T . - _ _ ~ L~..~..,..~...5~:.~ ~ ~ . I
~ ~ ~ 1 ~ f ! BPS e _ ~ ~ ft P~ ^ {T ^ ~ ~gGR€F1 R~4 , ~ L O ~ ~.s~,,,,~,,~„~,~,~,` ~ , ~,°i, n ~ ' ' ~ pvc~ 8" 45' BEND (ROTATE ~ I~- 1, ti, J -mom I~ I } ~ ~ ~~~69.7aAS NECESSARY}
ArlEr~!T ` ~o PERM MH
UTILITY EASEhnEf~IT ~ r 5TA:15+67..55 ' TOWN OF SMITHFIELL ,
' :162.46' INSTALL 7UO LF OF STf~AW N/F TEMPORARY CtJRJ~TR,UIJiIC)RJ RIM.. auINTON K. ti'~';a~~ _ ER'' L LIN RII AR - c - t . ~ . - CLEA " TEMPOR IIL _ T , I S R Ill E N E ~f=r,l ,1 INSTALL FORCE MAIN POWER POLE tCw C° $ 8.86~'~ ~f5~"~
C RNV. IN:154.56 - ~ 5 , ~2+U~1 TO o~~a eoo~ vNI<.€,I~,dN ALONG PROPERTY LINE ~ ssMH ~ ~ ~fM172.91' ft!M=170.95' ~ INV OUT{W)=167.34' ' ,racy
INV. CUT:154,46, FROM TA I..Ihfi r 1TYP) ,n H PiN~26Q4°16-9 E 48j~' STA., 19+qO 'THERE DITC INV 1N E =156 C?k;
RNSTALI_ GRA'JiTY NU[?ED. IS DE_ ~~~''-A' ~ ~ ~U SILT FENCE (TYP} INV oUT~N~=1b~.J6 ~ ~~~;_~:~dl ~E'V'R ~ OPEN cuT EX° DRIVEWAY
SEVER ALO~dG 1 TEMPORARY O MAKE FORCE MAIN
PRQPEPiY LIfdE STRUCTION EASEMENT C(7N CONTRACTOR TO VERIFY DEPTH GI= CONNEC110N '
EXISTING GRAVITY LINE TO ENSiIRE.--- ~ APPROPRIATE DEPTH OF OGRL I jj
' ~ I CONNECT TO EX. 6" FORCE
~ ~ MAIN W,/ F"x8" INCREASER
~ ~ I AND 6" 45° BEND -PLUG EX. i GONNECTIQN TO M NHOLE
1
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I ' _ I I \MANHOLE 12 SHALL 8E EQUAL-~ - LINER WHERE EXISTING - - ~ -1i ~ _ '_.\DITCH IS DISTURBED.
~ ~ . _ _ _ R r 185 ~ I - ~ o _ __E TO THE ELEVATION OF TIDE I
_ -i j I ._---a-- 1 _ € ~ I ~ ~ ~ ~ ~ a' EXISTING FORCE MAIN - - 1 - c~ ~ ~ - - --I--
I__ _ __L-__.~ _ _ ~ ~ _ _ _ I _ i ~ CONNECTION ON THE EAST SIDE- _ - --I---- - ~OF INDUSTRIAL PAR~C DRIVE ~ ~ , ' ~ ~ _ I ~ ! 160
I I i r I I ~ - I l i ZO x25 - ~ I _ - -
~ - - ----r._ ~ - --1- - I : I i ~ - - ~ - PLANE (TYP.) r,- - __--I~------ BORE PIT
L I I ~ ~ ~ _ i E _ ' _ 180 - ;--I- . , ~ ~ I I . _ - ( ~ ~ 1--- _ _ rt - - r - I--~ ~ - --i~ x o,-~ _ I _ - - ~ ~w~~ - _ ~ ~ ~.~--J RECEIVING PIT

~ ~ ~ ___I ---r- _ - _ _ _ ~ - -r-- ~ ~ I _ - - _ _-~----k--_ - _ _ _ -L._. _ , i ~ i _ ex. c\ \ ~ 8 c~a u~ rr s ~ ~ ~ _ _ - ' ~ ~ ' --7. 8~ Di FORCE MAIN FR~7M__~ ~
- I € C a_ ~ I _ , ~ I _ F_-----_ - - - 1 - - - ~ f., ~ - I--- ~I- ( STA. 25+75 Tt7 i 175 _ ? ~ ! i ! OONNECTION W~l EX. 6" i~~ \ ~n 1. - -
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~ _ ~ ~ - , ~m ~ i - - _ ~ CONFECT TO EX. B" FORCE
~ ~ _ - I _ ~ ~ _ ~ - 1 ~ - " ` ' MAIN W% 6"x'B'° INCREASER _ ,
e _ ~,A„a j_-___.__-' - AND 6" 45° BEND -PLUG EX.
-___._~~_-__..r_-._ I I - \ T-___ CONTRIACTOR TO --I-_-- _ 1 CpN ECTION TO ANHOLE
~ l - - - r- _ r 165 ,F _ . - I INSTALL FORCE MAIhJ- - , PA`C' ~~PCE I~ _ ~ ~ I B 45° BEND -
C1 __1,-~ _._.T I ~ i__ I ~ a I .r-~ _ i _ W/ SLIGHT GRADE TO- - L __I _ --1--- - ------I--- ROTATE AS
- - _.a. ~ , _ .T_ _ _ _ I _ , _ t r~ ~ I ~ ~ I ' ---MANHOLE ONNI=I;TION__ r a_-_------ f ~ - I i ~ 160 - - ECESSARY) I TO .VOID HIGH SPOT I I 22,.5 ~3tND5 -
~ _ - f. , - -
s I I I- I _ - - --(ROTATE AS NECESSARY) - a5 - ~
a 16p I I - _v_._ _ fi--- - _ _ - - 8 90 BEND - 1 -
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_ I - - _ I - - " AT&T FIBER OPTIC CA$LES i BORE ANa JAC}~ I ~0 LF~ ~F 16'" STE~L- - - - _ - -
L _ (5EE NOTE 10) ~ ~ . 4{t4_~_ , I I ~ ~ ~ ENCASEMENT F'IPE (MIN. 0.250" WALL
~ - I _ .___THICKNESS} w,/ 40 LF ~i" f)I CAE~RIER PIPE---_~-_- v- it i, I - - -T I-- i ~ ~ ! ' _-l_- - -I---
~o 1 . _ _ _ I _ _ 155 ' ~ R ~ - _v.__ i I_-__ I _ - I ~ -
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SEAL - SEAL ( DRMCE AWN OJ. # 0398-0129 HORIZONTAL: SEWE AMB
s ~^y INDUSTRIAL b~~SR l ~~SAN~4 'e h CHECKED CLW VERTICAL:
V E~ ~r ti, ~.R E Aix: ~,Fu VV D FORCE IMPROVEMENT DESIGNED GAT 02
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x vr t SLIILe 500 1L fir,:- C 10)) GRAVITY E F,J,, / 8 FORCE ~ I PROJ. MGR, BFI
~ r~. oina 2766 3 2 2 9 Nork n Q - a > I dH COUNTY rv STATUS,
gg ~y
Z ~1 - ~ T Phone: (919)2j3-809h Fox: (91 Q33-8031 STA. 13+50 TO S i +63
ffls vw
1 ADDED AT&T FIBER OPTIC CABLES DESCRIPTONS - DATE -nCk.ImLre2Cl,co l m_- w -
L Y4x~V _ >,.era.,~_--••.,«,,.....r-.-..-,1,..-..,., -a-~.~.~-c....,,.. ~--i'~~."""""""".'...,a°`e~.~.n^'+

- _ _ -
USE MIN, 4 EA. 3/8" ANCHOR BOLTS 70 SECURE FRAME TO MANHOLE
IN NON-TRAFFIC AREAS OR RAISED MANHOLES ( l,- BUG _
SCREEN
TYPE 316 S.S.
D d STANDARD MANHOLE
? ? ? ? ? RING AND COVER VENT 3" SCHEDULE 80 PVC
o?????o STD. MANHOLE FINISHED GRADE
0 0 ? ? ? ? USE 4 EA. ANCHOR BOLTS a ? ? ? ? ? a TO BOLT FRAME TO SPACER. NOTE: NON-SHRINK FRAME & COVER VARIES
p p ? ? ? g" USE ROPE MASTIC SEAL VENT TOP TO BE t' GROUT
G ~ BETWEEN FRAME AND SPACER. ABOVE 100 YEAR FLOOD STD. MANHOLE 8" MAX. FOR SPACER
RING & COVER ELEV. LABELED ?
"SANITARY SEWER" O .
Io M I MANHOLE STEPS 3" PVC WAIL
. d- SLEEVE
A COVER a t6" O.C. FR ME & O ~ i ' ECCENTRIC I O TAPER UNIT
N o~
N JOINTS SHALL BE SEALED 23.5" WITH A RUBBER 0-RING
® GASKET OR ROPE MASTIC SEAL. ~ . r. .
CEMENT GROUT ALL JOINTS FLAT TOP MANHOLE
INSIDE ANO OUT "SCHEDULE 80 PVC COVER a
RISER UNIT STD ` FRA STD. MANHOLE FRAME & COVER
FINISHED GRADE USE MIN. 4 EA. 3/8" ANCHOR 5" 4 DIA, MIN, 5 Z_ BOLTS TO SECURE FRAME TO MANHOLE
iJ~";t2" SLOPE
BASE COURSE BASE COURSE ON ALL INVERTS BASE UNIT 6. STD. MANHOLE ~ d
RING & COVER Y FINISHED GRADE VARIES
>r ' EXTENDED BASE BRICK & MORTAR INVERT NON-SHRINK _ s ' (IF REQUIRED) _ GROUT
I I- ~ L~ a' (E ~-I iJ. ' . 3" PVC WALL I-~I ` 1--9 I I' RAM-NEK a ~ ~ ~ ~ 1 I ' ° ' Z SLEEVE 3" PVC WALL
SEALANT ' - SLEEVE
i ''tl s r : ~ e,. COMPACTED FILL a . COMPACTED FILL ~ a i~ ~ ° `9 ^
WIDTH A,r-' ~ N
NCRETE ENCASEMENT SHALL REQUIRED `4~ ~~`~..-A.,~,. NOTE: CO
FRAME ONLY BE USED IN AREAS WHERE COVER MIN. 6" GRAVEL BEDDING IS TO BE FLUSH WITH PAVEMENT OR
CONCRETE, CONCRETE ENCASEMENT SHALL NOT BE USED IN NON-TRAFFIC CONE TOP MANHC
AREAS AND ABOVE GRADE NOTE: EXTENDED BASE SHALL BE REQUIRED ON ALL MANHOLES WHERE THE TOP MANHOLE
WSTALLATIONS. INVERT IS GREATER THAN OR EQUAL TO 12' BELOW THE GROUND SURFACE
FRAME 8c C01IER STANDARD MA~IHO~E TYPICAL YPICA~ VENTED MA~IHOEE
AR PRECAST CONCRETE MANHOLE STA~J D D NOT TO SCALE NOT TO SCALE
NOT TO SCALE
Name Date Name Date
Drawn By: PAGE Drawn By: pgGE Name ate
Checked By: QTY Checked By: t°r~OINlIY Drawn By: A rovedB : Department of Public Utilities A rovedB : Department of Public Utilties Checked By; PAGE JOFN~ICN OOIAQY ~
Scale: P.O. Boz 2263 Scale: P.O. Box 2263 A rovedB : Department of Public Oeparlment of Public Utlllfies
Smithfield, NC 27577 Smithfield, NC 27517 Scale: P.O. Box 2263 Rev. Descri Gon Date Init. Smithfield, NC 27 P.O. Box 2263 p _ Smithfield, NC 27577
Rev. Descri lion Date Init. Rev. Descri lion Date Inft.
~_i E ;
i PIPE SIZ'. F4R 1.1Z0~ rC l~;UAL. I ~ ~
SLVdr 2 PIPE ~iZ~. I~1 i`~ ~ L u,;i rr a^a[ TO GIANHUI_t. ~ iv I~!i?I~ tl'r th'i" L f',.~ y `",[I` 11NIIh+'Y_tS~
? I T TIIJG`; FOfZ LRC;i'> ~ !±r'ti _ BL C- S+CO t~l~ ~CHEUIJ~~T ~ PVC.
~AYU-, UT C : ~ ~ %t1 ~~i i ,iii
PE t~.ND BO[..T ~ a ~n~ l~ ~q ~ WI;r l~.l STANDARD MANHOLE t i ~,.M~„__. I~., .Tv, _
i~~f~Er~L.NTIAI_ ~i WEEf~I Ild ~R"IS 'c. RING & COVER d D
Gf;Ei;~fE:R T~iAN 3G". D?????~
~ _~i(_ 4 EA. #a BARS RESTRAINED JNED °0??°?
l ~ I I- ~ V'-I I i~~ ~ STAGGER ®16" O.C. --11- _ ~ FLANGE ADAPTER 'TER MJ ACCESSORY KIT o ? ? ? ? ? o
L.._ ~ . STANDARD PRECAST MANHOLE ~~UNFLANGE~~ OR EQUAL ~U AL STD. MANHOLE a ~ t"x1"x1" LUG REQUIRED (TYP.)
' #4 ®6" O.C. EA. WAY RING & COVER
s (TOP & BOTTOM FOR "FIELD WOK" GASKET LABELED q p "SANITARY SEWER"
TRAFFIC LOAD CONDITIONS) OR EQUAL
MANHOLE STEPS ~ a 4 EA. S.S. HEXHEAD BOLTS REQUIRED FOR LOCKDOWN
n ~c '-0" MIN. DI .
PLAN -TOP SLAB
D DIP (BELL DIP (PE)
° RUBBER BOOT a~~ TEE LUG
OR CAP 8" 4'-0" DIAMETER 8" `~-23.5"--?I
~ USE 4 EA. ANCHOR BOLTS 2, L
Ya"x 2" S.S. PIPE PP RT STANDARD FRAME TO BOLT FRAME TO SPACER. SU 0 S AND COVER USE ROPE MASTIC SEAL ~i„
d BETWEEN FRAME AND SPACER. C~'di_k
~I I. III I I= .~I I hI I l=1 I
RUBBER BOOT ° GROUT TYPE 316 S.S. 6• . 3~4" THREADED TYPE 304 FINISHED GRADE r usl_ t~lr; 4 "ia° Ai~cNr)I,
0 SLOPE EXPANSION ANCHORS ~`a' OR TYPE 316 S.S. RODS r ,s r~> ,F~-~~nE ~F AT Ta ft ~ ;ol_r_ MIN. 4 EA, 1.5" MIN. ~
a' SEE TOP SLAB PLAN FOR ; BASE COURSE BASE COURSE
90' BEND REINFORCING ty,,,~2„ -0 2 a. SLOPE t:2:4 a . STD. MANHOLE
a' 2'-0" MAx.' CONCRETE A,. ~ e. a.,'a ° RING & COVER 6" MIN.:;:::::
I' ~ Q ° ' .p •a a _
a a. n. f~ESS RESTRA ~1T DETA ~ ~~'i~~.l`III'=,,'~;° RAM-NEK ~s ~-~~aY~'~~I~I't
a NOT TO SCALE SEALANT
COMPACTED FILL ~ COMPACTED FILL
I V P
NOT TO SCALE #4 ®12" O.C. EA. WAY SECTION
MIN. 6" GRAVEL BEDDING ~ r{ E;,~,
Name Date
Drawn By: ,~",3, PAGE
_ . ~ TYPICAL SHALEOW MANHOLE Checked By: QQ~Y A rovedB : De artmentotPubllcUtilities ,;i`'i' NOT TO SCALE
p Scale. P.O. Box2263 e ~ I ~ i \ ,r'. ~ IL_ ~ w~ I U I I I ~ ~ _ r__ ~ I ~ ~~`~i ~ Y ' J (Ji ~1 ~ _
Smithfield, NC 27577 \fr~,•.:' NC`~T i0 ~CAL~
Rev. Descri lion Date Init,
Name Date Name Date
Drawn By: PAGE Drawn By: PAGE Name Date
Checked By: QTY Checked By: ~ A rovedB : Department of Pubic Utilities A rovedB : Depai ~pF1~1~ 001A1TY Drawn By: ~ PAGE Department of Public Util~ies Cheoked By: Q~'Y r~
Scale: P.O. Box 2263 Scale: P.O. Box 2293 A roved B : Department of Public Utilities t SmilMield, NC 27577 Scale: P.O. Box 2263 l
Smithfield, NC 27577 Rev. Descri fion Date Init. Rev. Descri lion Date Init. Smithfield, NC 27577
Rev. Descri lion Date Init.
SEAL SEAL JOHNSTON COUNTY DATE: OCTOBER 2010 M~cFitErvuMel:R scA~E CU501
MCE PROD. # 0358-0129 INDUSTRIAL PARK DRIVE SANITARY SEWER DRAWN AM6 ~ORIZ°NTAL DRAWING NUFd6ER
n~ ~OFESSlON,~ . ~ ~ l ~1 1`t'~ ewe e~ ~A.~A~ a AAII'1 rnnnr 11 AIA1 111n1"1n\/r1/rAIT['~ nrci~nirn reT NA
" SERI 1730 Varsity Drive, Suite 500 JUHNS I UN HIVU r UtClrt mmm IMrKUVCMCIV I J LNA CLW rcAL D1 CHECKED
C~ Z= Raleigh, North Carolina 27606 032293 / COUNTY PROJ. MGR. BFB SEWER DETAILS sTarus: REMSIoN
Phone: [phone], Fax: [phone] NGINE
%l License: C-0342
REV. NO. DESCRIPTIONS DATE nr n °
www.mckimcreed.com REVISIONS

_ _
EXISTING
GROUND
HAND PLACED - . _ - _ _ HAND PLACED
DENSELY COMPACTED ~I~?,:F:~, _ _ ~i,~:~~~ _ _ _ _ _ _
BACKFILL TO 1 FT. l~,~,,~- - v.~~ I~m DENSELY COMPACTED -Ill ~ _ _ _ _ _ -I rm~ _ . _ _ _ _ _ ABOVE TOP OF PIPE ~-~h„"__ _ 'I~~{6° BACKFILL TO 1 FL i - - - - ~ CONCRETE `\/',/~\/~I~ %/'`,\~/~\~\\i`,'1`f;~~ti~;~j~.~~/~~~, NEW PVC BLOCKING `~`~~~~~~~\~~\%`.\/~~\~~\~;~"~.~;~~~~~,~4`~TYPICAL FOR STORM
ABOVE TOP OF PIPE I - - - FORCE MAIN DRAIN PIPE THRUST COLLAR
BEDDED PIPE .PIPE-~.~- _ _PIPE 3/4 CROSSINGS THREADED
- 0,0.- - BEDDED PIPE _ _O.D. ' RODS
1 ~,r-- MINIMUM STONE D 8='3" /
EMBEDMENT A5 SHAPED SUBGRADE INDICATED, GREATER IF I D/8z3" D/4 ~ ~ 24" a°
REQUIRED BY TO PROVIDE BEARING ~ MANUFACTURER 45° BEND PIPE SIZE
ALONG ENTIRE LENGTH Yz PIPE OF PIPE BARREL y2 PIPE NOTE: PIPE SHALL BE BEDDED UP TO SHAPED STONE O.D. 45' VARIES E BEND
O.D. 24" + O.D. MAX. SPRING LINE AND MINIMUM 4" BELOW TO PROVIDE BEARING 24" + O.D. I DIP 24° + O.D. MAX.
12" + O.D. MIN. BOTTOM OF PIPE WHEN WET AREAS ALONG ENTIRE LENGTH 12" + O.D.I 12" + O.D. MIN. USE D.I.P. FITTINGS
SANITARY SEWER ARE ENCOUNTERED. OF PIPE BARREL SANITARY SEWER SEWER :PTH) THRUST COLLAR D.I, PIPE
HAND PLACED (O'-8' DEPTH) (DUCTILE IRON DENSELY P PIPE LAYING COM ACTED YING FROM THRUST COLLAR TO
ONLY) BACKFILL TO i FT. _ _ _ _ _ _ _ CONDITION A J "A" NOTE: THRUST COLLAR (TYP) CONTRACTOR SHALL BACKFILL THE VERTICAL FORCE MAIN SHALL BE SEPARATION BETWEEN THE TOP OF THE FORCEMAIN
0 -16' DEPTH ABOVE TOP OF PIPE - ( ) _ - ~ - - UNDISTURBED EARTH DUCTILE IRON PIPE. AND THE INVERT OF THE STORM PIPE W/ CLASS
PIPE LAYING ' - - "M" CONCRETE ON ALL NCDOT ROADWAYS
C NIT N " " _ s = _ ELECTRONIC MARKER BALLS AT 100' ON O D IO C _ .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 PIPE CROSSING DETAIL AAA
SHAPED SUBGRADE - - INSTALLED CONCURRENTLY WITH PIPE. NOT TO SCALE
SHALL PROVIDE BEARING _ - MARKER BALLS SHALL NOT BE HAND PLACED T ALONG ENURE LENGTH T II INSTALLED AFTER TRENCH HAS BEEN DENSELY COMPACTED - _ _ ~ _ _ - - - _r
COMPLETELY BACKFILLED. BACKFILL TO i FT. I HAND PLACED OF PIPE BARREL ~ - - - -
DENSELY COMPACTED '~~=1~.-. ~ ~ - =-°iIL"'` /2 PIPE O,D. ABOVE TOP OF PIPE I _ _-t~ BACKFILL TO i FT. I ~~f - - - _ ~I- - - - ,I
i I _ _ _ _ _ _i I 24" + O.D. MAX. BEDDED PIPE -PIPE - ABOVE TOP OF PIPE ;r__ _ _ .I~ 12" + O.D. MIN, - O.D.
D/2 D/8z3"
-PIPE ` NOTE: MINIMUM STONE D/8z3" BEDDED PIPE FORCE MAINS 8"~ AND SMALLER EMBEDMENT AS -
-0'D' D 2 SHALL HAVE MINIMUM OF 3' COVER D 8?3" / ~ INDICATED. GREATER IF MINIMUM STONE ~ / FORCE MAINS LARGER THAN 8"d REQUIRED BY
EMBEDMENT AS SHALL HAVE A MINIMUM OF 3'-6" MANUFACTURER
INDICATED. GREATER IF I~. ~I..n... ~ COVER. REQUIRED BY SHAPED STONE Y1 PIPE i:-H..,,- . ' FORCE MAIN O.D.
TO PROVIDE BEARING 24" + O.D. ~ MANUFACTURER P PIPE LAYING Yz PIE ALONG ENTIRE LENGTH 12" + O.D. t 24" + O.D. MAX. 12" + O.D. MIN. I-~ W
SHAPED STONE O'D' CONDITION "E" OF PIPE BARREL SANITARY SEWER
TO PROVIDE BEARING 24° + O,D. MAX. <8'-16' DEPTH SEWER ~ ~ GROUND EXISTING STORM DRAIN PIPE (SIZE ~EPTH) w a.
ALONG ENTIRE LENGTH 1 ( ) 2 + O.D. MIN, PIPE LAYING OF PIPE BARREL n I n I n PING zl I Q Q VARIES)
SANITARY SEWER f ~ E L,`1 YI I V G C OI ~l CONDITION "B" DITION
(DUCTILE IRON NOT TO SCALE WI I N~ 1rf i\~\'~
ONLY)
(>16' DEPTH) PIPE LAYING CONDI % CO~IDITIO~IS ~
PIPE LAYING '0 SCALE 5' MIN. ~~~~\r/;/
CONDITION "D„ NOT TO SCALE NEW FORCE MAIN 24" MIN.
I~ ~ 1' ~ ~ (DIAMETER VARIES)
Name Date Nama Date
t1J I ~ O SL.ALE Drawn By:
Checked B : pp~E Drawn By: y O~Y Checked By: ~Y A roved B : Oe artment of Public Unities PAGE PLAN VIEW NEW PVC FORCE MAIN D.I. PIPE (DIAMETER VARIES)
P roved B : Department of Public Utilities Scale: P.O. Box 2263 Scale: P.O. Box 2283 CONTRACTOR TO DEFLECT NEW PVC WHERE SPECIFIED
Smithfield, NC 27577 Smithfield, NC 27577 Name Date Rev. Descri lion Date Init. Rev, Descri Gan Date Init. FORCE MAIN AROUND EXISTING STORM (DIAMETER VARIES)
Drawn By: ~ PAGE DRAIN PIPE SECTION VIEW
Checked By: ~~~~Y A rav :,pt edB : DepartmentolPublicutilkies UNDST R CONC. THRUST
Scale: U BED P.O.Box2263 SOIL COLLAR (3000 P.S.I.) „
smitnr~eid, Nc 27577 ~ . I I 1=--III ~ I iii I 4 -0 f B PIPE CROSSING DETAIL ABA
Rev, Descri lion Date Inh. ~I _I I= Il__ _ _liI-I 1-,=„-- - - - ~ CONC. THRUST , =I I- I_ _I I I -1 I I-1 11=11 i-1 I I- I F Q.. TRENCH 1 0
o A ~ o COLLAR (3000 P.S.L) NOT TO SCALE NOTE: FORCE MAIN SHALL BE DUCTILE IRON
WALL HOR D.I.P. ANCHOR C D.I,P, PIPE AT ALL AREAS WHERE
NN a P MAIN RING MAIN ADEQUATE COVER CANNOT BE
TRENCH TAMPED MAINTAINED.
WALL'"'BACKFILL ° MECHANICAL
~Il~1 i ~-1 ~ 1_-i I i= --~-I '=1 I1=1 1==1 I f--1 I I-_I I I-.1 J 01 N T FASTEN BRIDLE RO I' I 1 1--I i t i t ii. - STEN BRIDLE RODS TO FITTING
UNDISTURBED TAPPED SECTION FLANGE USING 3/a" aNGE USING 3/4" TURNED EYE BOLTS.
PLAN SOIL PLUG
v e. %a° S.S. BRIDLE RODS SHALL BE
Q p' . WELDED TO THE ENCASEMENT PIPE. WELD AREAS SHALL BE PAINTED WITH EXISTING STORM
SCHEDULE P ' ° 2 COATS OF BITUMINOUS BASE PAINT. SEWER (SIZE VARIES)
Z PIPE DIAMETER CONCRETE THRUST CDLLAR ANCHOR COLLAR RINGS REDUIRED + o NEOPRENE OR NYLON SPACERS
A B c n 6",S",12" i'-0" 1'-0" 2" ONE ~ a ENCLOSE ENDS WITH PROPOSED SEWER MAIN
a t6° 1'-4" 1'-O" ° ' RICK MASONRY & GROUT 20LF PIPE CENTERED ON
2' ONE 20" i'-a" t-0" 3" ONE EXISTING STORM SEWER 24" MIN CLEARANCE
a,. ~ 2 1'-a~ r-o~ 3" rwo REINFORCING
" 30 1'-a" i'-2" a" TWO ,
a6" 1'-a~ t'-a" a„ NOTE Two 6" TO 16" MAINS = 12-N0. 7 A ' '
: RS
20 TO 36" MAINS = 12-N0. 8 BARS ~ ~ It Is . y..:.:: 6., 6" MIN. BARS PLACED AS SHOWN
M1N. - -AI ~ FOR SEWER MAIN CROSSING
- _ q I , L_- l_ UNDER EXISTING STORM SEWER
q ' -=iii ; I_ I I _ NOT TO SCALE 18 MIN. - 10 D & LESS ' PLAN PROPOSED LINE
24" MIN. - 12" ~ & GREATER NEOPRENE OR NYLON
NOTES UNDISTURBED ~ 1. NEOPRENE OR NYLON SPACERS SHAI SPACERS PACERS SHALL ~
SOIL (TYP.) 45' _ BE USED IN LIEU OF TIMBER SKIDS, v1BER SKIDS, ~'p
• HYDRANT TEE _ 2. TWO SPACERS PER JOINT SHALL BE PLAN BENDS PLAN TEES m ~ ~i'~' USE F R JT SHALL BE
~ D 0 D.I,P, CARRIER PIPE AND Uo~ ° THREE SPACERS PER JOINT H :R PIPE AND \r;~'R~\\r\\ \ y\~ \ r\., CARRIER PIPE , / 1 / / ~,//elf,;/,/,h~,,%~//~//\//i~1
m . r ~ ~ I- S ALL BE USED FOR PVC CARRIER PIPE. )INT SHALL BE /\~\\/\`/\<'~'\~:\'~\~\'~\\\\/\~"\~;~f. PIPE. ~~/~~j~~/~~/ , / ,(j~~ f~?j~~Y~ ~~!%~~ify<j~'/%`,~ jf~/~r~ 24" M I N
NOTES; - ~ ~ ~ ~-1 ' GRAVITY '\/i~,1\\~ %\\/'%~\,/j;'~/~''%j`,1/'~~%i~sr~~,`.~`~,/~`~` ;\%'``i'`~/ CLEARANCE
1. N -III-~ ~ ~ _ 3. ENCASED BORES ALONG GRAVITY CO CRETE SHALL BE 3,000 PSI MIN, -III- COLLECTION SYSTEMS SHALL NOT ' 120' ~\/,\\/`~~l HALL NOT //~i~/.~°j/~'/ /i % ~'r~ ~~f ~~j; PROPOSED SEWER MAIN \ `
2. CONCRETE FOR THRUST BLOCKING SHALL BE KEPT REQUIRE BRIDLE RODS. FAIRLY DRY, THUS MAKING THE CONCRETE WEDGE SECTION X-X PLAN & ELEV. 4. 2 EA. 3/a" S.S. BRIDLE RODS SHALL E STEEL ENCASEMENT PIPE \r~\>\\/ /\y~ 20LF PIPE CENTERED ON /'~/~~~~'\\/1 /~\%~y////~
SHAPE MORE EASILY FORMED WITH THE WIDEST BENDS & TEES PLUGS REQUIRED ON ALL LINES 8"~ AND RODS SHALL BE ~ SECTION EXISTING STORM SEWER °/y/~1 'fj;~f%\.` NOTE:
PART (BLOCKING AREA) AGAINST UNDISTURBED SOIL. 3 „ > 8"~ AND r. ` FOR STORM DRAINAGE PIPES ON
SMALLER, 4 EA. /4 S.S. BRIDLE ROI 3. NO CONCRETE SHALL COVER ANY BOLTS OR GLANDS. SHALL BE REQUIRED ON ALL LINES S. BRIDLE RODS ' ' NCDOT R ALL LINES EXISTING NON-NCDOT /W, ALL SEWER LINES
4. ALL FITTING AND ACCESSORIES TO BE WRAPPED - 10"~ AND LARGER. WITH 10 MIL POLYETHYLENE PRIOR TO POURING PIPE 90' BEND 45' BEND 22 1/2' BEND 11-1 4' BEND TEE PLUG STORM SEWER (SIZE i SHALL PASS UNDER STORM
BLOCKING. SIZE q g q g A B A B A e C D 5. CARRIER PIPE SHALL BE INSTALLED DRAINAGE PIPES. E INSTALLED VARIES)
USING 'FIELD LOK' GASKETS OR 4" 8" 12" 8" 8" 6" 6" 6" 6" 8" 9" 10" 16'. ;ETS OR FOR SEWER MAIN CROSSING OVER EXISTING STORM
S. VOLUME OF THRUST BLOCKING SHALL BE AS SHOWN „ APPROVED EQUAL. ON THE THRUST BLOCKING SCHEDULE. 6 10 12 8 10 8 8 8 8 10 10 12 18
6. THRUST BLOCK DESIGN BASED ON MODERATELY 8" 15" 13" 10" 10" 8" 8" 8" 8" 10" 12" 12" 24" SEWER ON PRIVATE ROADS AND EASEMENTS
DRY CLAY OR CLEAN DRY SAND WITH A 10" 16" 14" 10" 12" 6" 10" 6" 10" 11" 14" 14" 25" )ARD BORE E~ICASEMEf~T NOTE:
MINIMUM BEARING PRESSURE OF 4000 12" 20" 16" 12" 14" 8" 12" 8" 12" 14" 16° 16" 30" r NOT TO SCALE SEWERLINE SHALL BE DUCTILE IRON
LBS/FT'. IF SOIL COND1110NS DIFFER FROM THE „ „ DESIGN, THE THRUST BLOCK SIZE WILL NEED TO BE 14 22 18 14 16 10 14 10 14 16 18 18 34 PIPE OR CONCRETE ENCASED AT ALL
RE-EVALUATED. 16° 26° 20° 16" 18° 12" 16° 12" 16" 18" 20° 20" 36'• Name Date AREAS WHERE MINIMUM CLEARANCE
Drawn By: 20" 32" 26" 20" 22" 18" 20" 1 B" 20" 32" 26" 24" 40" Checked By: ~ PAGE OR COVER CANNOT BE MAINTAINED.
A roved B : Department of Pt 24 40 28 22 24" 18" 22" 18" 22" 40" 28" 28" 44" JOFINI~ON COIAiIY Department of Public Utildies
Scale: P.O. Box: SmitMeld, N( SmiMeldoNC ~ PIPE CROSSING DETAIL 'C'
Rev. Description Oate Ink. NOT TO SCALE
H
NOT TO SCALE

SEAL SEAL
4 JOHNSTON COUNTY DATE; OCTOBER 2010 SCALE M&~F~~EN°~BER
R ~ o%
~~~n~ ~CTQ~O~ DADI! IlDl1/C CAAIiTADV C`CIAICD MCE PROD. # 0358-0129 CU5O1
' O' Q~"' 'V"q~ '2-; r 1Y1 1V1Y1V \..1V.~LiL 11UNINUANIAL: DRAWING NUMBER II9VV%jII\I/'1L. I nlNr\ UIN IVL Oml411/"\f\I JCIIYCR [DE AWN JBFWE
SEAL
1730 Varsity Drive, Suite 500 C7 032293 Z= Raleigh, North Carolina 27606 JOHNSTON AND FORCE MAIN IMPROVEMENTS SIGNED ECKED VERTICAL: D2
Phone: [phone], Fax: [phone] AM )
, COUNTY OJ. MGR. NA
%,p License: C-0342 REVAO. ii'l/~ R' 0 ki DESCRIP110NS pA~ PIPE LAYING DETAILS STATUS: REVISION
~n„ i REVISIONS o~o www,mckimcreed.com

TO BE INSTALLED AT MAXIMUM 150' INTERVALS FOR
PIPE CONSTRUCTED WITHIN WETLAND AREAS,
2" ASPHALTIC CUT TO CONC. OR AS IN NEAT EDGE 12"
PLACE 103/a
TRENCH 12" MIN. INTO VIRGIN
WIDTH MATERIAL (TYP) B" COMPACTED
t " _ t CRUSHER RUN _ STABILIZED WITH SZ
:m~_ R PORTLAND CEMENT ,,;ya~r~ 12
~ ' MIN. NEW CONC. TO BE 3000 PSI DO PSI SAW CUT & REMOVE EXISTING PAVEMENT, 0
BURIED ~ ~ ~ - L GT SEWER PIPE , , ; , " SEE ED ;,Y:~ .,~.x PIPE BACKFILL TAMPED (DIA. VAPoES) i BAR 0 0
LINE IN LAYERS i DA. SMOOTH BAR BORE 1 1/8" DIA,1'-0" 0 rn
`~=E?-;111n:;iM~:= BENTONITE - TO BE 1'-6" F W. + ADDED AS OLLO S EXIST, CONC. 9" ON CENTER ALONG CUT 0 y 0
SECONDARY HIGHWAYS & CITY STREET SANDY SOILS TYP,
6% BY WEIGHT ~
SILTY SOILS ° a . a e 3% BY WEIGHT a a . as. o ~ ~ . p , ~ 4 0
SILTY CLAYS
0% BY WEIGHT 12" MIN. INTO VIRGIN 2 ~
. MATERIAL (TYP) j - ~ COPOLYMER POLYPROPYLENE
2" PLANT MIX ASPHA 24'~ OR CONCRETE MIX SAW TO NEAT EDGE 6~~ GOMPAGTED EXPANSION JOINT MATERIAL AND PLASTIC M.A. INDUSTRIES MODEL MASTIC SEALANT, AS REQUIRED PSI-PF OR APPROVED EQUAL.
pa LoNCITUOwAL SEWER PIPE TYP - i . BY THE N.C.D,O.T. STANDARD SPECS.
nE BARS DIA. VARIES BENTONITE TO BE N0. 67 STONE ~ . 1'-0" ExlsnNC PAVEMENT ~ ~ . , ADDED AS FOLLOWS: i 1'-0" TYP. ~ ~
x _ TYP. ° 0D SANDY SOILS
coNCRETE iz" " _ t2" 6% BY WEIGHT ~ fir 'F-- UNDISTURBED SOIL
- SILTY SOILS BACKFILL, TAMPED W _ ~ IN 6" LAYERS. 3% BY WEIGHT
_ =r' _ = " SILTY CLAYS ~ P P PIPE
Y a NOTE: ALL PAVEMENT SHALL ~ ( E SELECTED BACKFILL r; O% BY WEIGHT p NOTES;
TAMPED IN 6" ` - BE REPAIRED WITHIN LAYERS OFD THE SAME WEEK IT IS 4'~ STONE ~ 1. PAVEMENT CUTS OVER 5'-0° SHALL BE gy$'
r.., ~ CUT. . x . BURIED PIPE G:~a I:~" _ ~ V ~V ~ i i1-;~,,. ~l . BEDDING (TYP) LINE ° ' ~ i\ i ~ REINFORCED TO N.C.D.O.T. STANDARDS.
33/8,
PRIMARY HIGHWAYS BENTONITE
12" MIN. INTO VIRGIN MATERIAL TYP
TRANSVERSE AND LONGITUDINAL CUTS
NOTE. CONCRETE PAVEMENT PAT ~VEMENT PATCH DETAIL
1 -CONTRACTOR MAY SUBSTITUTE ABS PLASTIC TRENCH BAFFLES IN LIEU OF THE BENTONITE ANTI-SEEP COLLAR SHOWN ABOVE.
N A ~l 2 BENTONITE COLLAR TO BE CONTINUOUS, STONE BEDDING TO STOP
AT EDGES OF COLLAR P PAV ~ A~
Nor To scALE ANTI-SEEP PROTECTION
DETAIL POLYPROPYLE~JE PLASTIC STEP
TYPE 'A' NOT TO SCALE
Name Date NOT TO SCALE
Drawn By, PAGE
Checked By: ~ A roved B : Department o(Public Utilities
Scale: P.O. BoK 2263 Name Date
Rev. Descri tlon Date Init. Drawn By: PAGE Checked By:
A tOVed B : Depadment of Public Utilities
Scale: P.O. Box 22q Smithfield, NC 27577
Rev. Descri ion Date Init.

SEAL SEAL DATE: OCTOBER 2010 SCALE
ql~ i C'p°',. JOHNSTON COUNTY McuSOiR
HORIZONTAL: DRAWING NUMBER INDUSTRIAL PARK DRIVE SANITARY SEWER DRAWN °J' # 0358-A1M6
t
1730 Varsity Drive, Suite 500 JOHNSTON AND FORCE MAIN IMPROVEMENTS DESIGNED CAT D3
(7 Z= Raleigh North Carolina 27606
Phone: [phone], Fax: [phone] I I Y CHECKED CLW VERTICAL: CO V NT 1 PROJ. MGR. BFB NA
UIN License: C-0342 MISCELLANEOUS DETAILS STATUS: REMISON
RUM. DESCRIPTIONS DATE to
VISIONS 1 www.mcklmcreed.com

12 GUAGE 4 X 4 OR 2 X 4 WELDED WIRE
HOOKED 1NT0 PREFORMED CHANNELS ON
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL METAL POST OR FASTENED TO WOOD POST W/ N0. 8 STAPLES.
CONDITIONS, IF AVAILABLE.
2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH. ULTRAVIOLET RESISTANT GEOTEXTILE FABRIC
3. REMOVE ALL LOOSE ROCK ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACE A 1.5' MII OR EQUIVALENT SECURED TO WIRE W METAL MIN. 12" #5 WASHED STONE CLASS 'B' STONE CLIPS OR WIRE AT S" OFF CENTER.
REASONABLY SMOOTH AND UNIFORM. 4' MAX. 8' MAX. ATALOW POINTS MIN. OF A~ UPSTREAM SIDE
4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX "x - ~,~1~1111~11111`I~y .Y .
WITH SOIL (SEE BELOW s" MIN,
5. CONTINUE TILLAGE UNTIL AWELL -PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP, ti~ • MAX. SEDIMENT STORAGE LEVEL IS 1\ HEIGHT. ~ nr CENTER REMOVE SEDIMENT WHEN THIS LEVEL IS
6. SEED ON A FRESHLY PREPARED SEEDBED ANO COVER SEED LIGHTLY WITH SEEDING 3' REACHED OR AS DIRECTED BY THE CONSER-
IPM NT OR TIPA K AF VATI N - - EQU E CUL C TER SEEDING. VATION INSPECTOR.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH, FILTER FABRIC LINE OF POST FILTER FABRIC
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN BEYOND
THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 60~ DAMAGED A suPPDRT WIRE REESTABLISHED FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES. ~ FILTER FABRIC SECTION A - A SHEET DRAINAGE ONLY.
A 9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION ~ MI
AFTER PERMANENT COVER IS ESTABLISHED. sLOPE~ ~~EP MiN. COMPACTED ~ CLASS A STONE NATURAL GRADE. NOTES;
* ~ SOIL 14" APPLY; AGRICULTURAL LIMESTONE - Z TONS/ACRE OR 3 TONS/ACRE IN CLAY SOILS (1) STONE SHOULD BE PLACED OVER THE CHANNEL BANKS TO 6
FERTILIZER - 1000 LBS/ACRE (10-10-10) ' KEEP WATER FROM CUTTING AROUND THE DAM.
~ SUPERPHOSPHATE - 500 LBS/ACRE (20~) D MIN. CARRY 6 TO 12 INCHES OF FABRIC INTO TRENCH (2) STONE CHECK DAMS SHOULD BE SPACED IN A CHANNEL COVER W/ SOIL, TAMP AND BACKFILL.
MULCH - 2 TONS ACRE SMALL GRAIN STRAW Yi~~ ~ / ( ) 4' MAX. ~.~~j ~ ~ SO THAT THE CREST OF THE DOWNSTREAM DAM IS AT THE
ANCHOR -ASPHALT EMULSION AT 450 GAL./ACRE y i\~ ~ L= THE DISTANCE SUCH THAT POINTS B ___J / A / / A AND B ARE OF E UAL ELEVATION s e SAME ELEVATION OF THE TOE OF UPSTREAM DAM. CARRY 6" OF WIRE INTO TRENCH.
. /if/i .c i ~ ~ Q P 18
SECTION A - A \ ~ METAL POSTS AT 10 FT O.C. MAX
\ i\
/i, / ~I
U 1. ONTRA T R HA A L A I V T C C 0 S LL CONTA T AN U T C L D UA ITY AT 919 791 4 00 F R U L 2 BE O E A 0 ( ) ANY WORK BEGINS. FAILURE TO DO SO CAN RESULT IN A NOTICE OF NAT T~ S~A~E
VIOLATION AND FINES. CONTRACTOR SHALL BE RESPONSIBLE FOR FINES DUE
TO HIS NEGLIGENCE IN FOLLOWING THE NCDENR REQUIREMENTS OR THE rf-1GliI'~ D~11V1 DCTI`1I~ NOTE, SILT FENCES SHOULD NOT BE USED AT PIPE OUTLETS OR IN AREAS OF CONCENTRATED FLOWS (CREEKS,
NOT TO SCAT REQUIREMENTS IN THE CONTRACT DOCUMENTS. NOT TO SCALE DITCHLINES, SWALES ETC.).
2. OBTAIN LAND DISTURBANCE PERMIT.
3. INSTALL GRAVEL CONSTRUCTION PAD, TEMPORARY DIVERSIONS, SILT FENCING, OR OTHER MEASURES AS SHOWN ON THE APPROVED PLAN,
CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES.
4. CALL FOR ONSITE INSPECTION BY ENVIRONMENTAL SILT FENCE DETAIL
INSPECTOR AND OBTAIN CERTIFICATION OF COMPLIANCE. 5. BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED.
ROUGH GRADE SITE. NOT TO SCALE
6, INSTALL SANITARY SEWER (AS SHOWN) AND PROTECT STORM DRAIN INLETS 1, EACH RIP RAP PLACEMENT SHALL BE BEDDED IN EITHER A 6 INCH
WITH SILT FENCING, SEDIMENT TRAPS OR OTHER APPROVED MEASURES AS LAYER OF STABILIZATION STONE OR ANON-BIODEGRADABLE FILTER
SHOWN ON THE PLAN. BEGIN CONSTRUCTION. FABRIC, PLACEMENT OF RIP-RAP SHALL IMMEDIATELY FOLLOW THE 7. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE WITH PLACEMENT OF THIS LAYER. KEEP VOIDS TO A MINIMUM AND FORM A
VEGETATION, PAVING, DITCH LININGS, ETC. DENS W RA
8. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED E ELL G DED MASS OF STONE, DO NOT DISLODGE THE ~
COMPLETELY, CALL FOR INSPECTION BY ENVIRONMENTAL INSPECTOR. UNDERLYING BASE OF FILTER WHEN PLACING STONE. COST OF THE 9. IF SITE IS APPROVED, REMOVE TEMPORARY DIVERSIONS, SILT STONE BASE OR FILTER SHALL BE INCLUDED IN THE COST OF THE T T
FENCINGS, ETC., AND SEED OUT OR PAVE ANY RESULTING PLACING OF RIP-RAP, 6" GRAVEL FILTER MIN MIN
BARE AREAS ALL REMAINING PERMANENT EROSION CONTROL OR FILTER CLOTH
DEVICES (SUCH AS VELOCITY DISSIPA70RS) SHOULD BE INSTALLED NOW. 2. THE DIAMETER OF THE LARGEST STONE SHALL NOT EXCEED 1.5 TIME S 1,5 T
10. WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR FINAL SITE THE SIZE OF THE RIP-RAP. MAXIMUM STONE SIZE WHEN USING 8 INCH INSPECTION BY ENVIRONMENTAL INSPECTOR. D50 WILL BE 12 INCHES AND THE MINIMUM THICKNESS OF THE RIP-RAP MIN SILT FENCE
LAYER SHALL BE 18 INCHES.
3. MAXIMUM SLOPE OF THE CHANNEL BANK SHALL NOT EXCEED 2.0 MINIMUM THICKNESS (T) SHOULD BE 1.5 TIMES 1.5 TIMES THE MAXIMUM STONE ~ ~ sl~T FENCE
HORIZONTAL TO 1.0 VERTICAL. FINISHED GRADE OF THE RIP-RAP IS TO DIAMETER, BUT IN NO CASE LESS THAN 6", -IAN 6°. ~ ~ s~oPE
BLEND WITH THE SURROUNDING AREA. PURSUANT TO G.S. 113A-57(2), THE ANGLE FOR GRADED SLOPED AND FILLS SHALL BE
NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR REF: FIGURE 6.15b IN EROSION AND SEDIMENT C SEDIMENT CONTROL PLANNING AND NOTE: \ ~
OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES, IN ANY EVENT, SLOPES 4. INSPECT RIP-RAP PERIODICALLY FOR SCOUR OR DISLODGED STONES DESIGN MANUAL \ ~
LEFT EXPOSED WILL, WITHIN 21 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF (ESPECIALLY AFTER SEVERE STORMS) AND WEED BRUSH GROWTH, GRADING, BE PLANTED OR OTHERWISE PROVIDE WITH TEMPORARY OR PERMANENT 1. CONTRACTOR TO PROVIDE SEDIMENT BORING PIT P1TS AS NECESSARY. ALL PITS SHALL \ECElV1NG PIT
GROUND COVER, DEVICES OR STRUCTURE SUFFICIENT TO RESTRAIN EROSION. PURSUANT BE PROTECTED AS WELL AGAINST - - - - -
TO G.S. 113A-57(3), PROVISIONS FOR PERMANENT GROUND COVER SUFFICIENT TO SEDIMENTATION RUNOFF. \ ~ ~ ~ _
RESTRAIN EROSION MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN 15
WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING NOT TO SCALE \ SLOPE
COMPLETION OF CONSTRUCTION OR DEVELOPMENT,
TRENCH 12" MIN. INTO VIRGIN slLr FENCE slLr FENCE
WIDTH MATERIAL (TYP)
SEWER PIPE (DIA. VARIES; (DIA. VARIES) v „..:wx 12" MIN.
1. TAKE US-70E TOWARD SMITHFIELD/GOLDSBORO. 2. TURN RIGHT ONTO INDUSTRIAL PARK DRIVE. ROLL OUT NETTING IN THE BENTONITE - TO BE
3. GO SOUTH ON INDUSTRIAL PARK DRIVE FOR APPROXIMATELY 0,4 MILES. DIRECTION OF WATER ADDED AS FOLLOWS: E - TO BE ~ 4" STONE BEDDING \ BORNG PIT RECEIVING PIT
4. ARRIVE AT THE PROJECT SITE. FLOW. DO NOT STRETCH, SANDY SOILS S FOLLOWS: + (TYP) \ - - - - - ANDY SOILS ~ ~ \
6% BY WEIGHT BY WEIGHT ~ _ -
SILTY SOILS LTY SOILS -k„•= -
3~ BY WEIGHT SILTY CLAYS BY WEIGHT ~ •~„='xx:;> LTY CLAYS
0% BY WEIGHT BY WEIGHT \ SILT FENCING LAYOUT a BORE LOCATIO
12° MIN, INTO VIRGIN
MATERIAL (TYP) NOT TO SCALE
L CLASS 'I' RIP-RAP 24"
SEWER PIF SEWER PtP (TYP)
DIA. OUTLET ( (DIA. BENTONITE - TO BE
ENTIRE DITCH Do, ENTIRE VARIES ~ PIPE ~ - ) DITCH CLASS 'I' VARIES) ADDED AS FOLLOWS;
- RIP-RAP _ SANDY SOILS M 6% BY WEIGHT
. SILTY SOILS
OUTLET PIPE 3% BY WEIGHT
STAPLE EACH STRIP EVERY 3' AROUND THE ' SILTY CLAYS 0% BY WEIGHT
F EDGES AND DOWN THE CENTER. OVERLAP PLAN ILTER FABRIC , " STONE '
SECTION ADJACENT STRIPS 3 AND STAPLE, 4" STONE BEDDING (TYP EDDING (TYP) „~:Y
) ' ~
CLASS 'I' RIP-RAP PAD SIZES, BE BENTONITE
15" PIPE L= 7.5' Do=18" / //i / ~~~~A V'~~ ~12" MIN. INTO VIRGIN
18" PIPE L= 12 Do=18 '~~/,r//~~/~'// ANCHOR NETTING OR MATTING IN A MATERIAL (TYP)
24° PIPE L= 16' Do=18" /r~ 6" TRENCH AT UPPER END OF NOTE: CHANNEL COMPACT SOIL FIRMLY 18" OVERLAP 1 - CONTRA NOTE:
AND STAPLE EVERY 1' JUST BELOW JOIN ENDS OF STRIPS BY IN LIEU OF T 1 -CONTRACTOR MAY SUBSTITUTE ABS PLASTIC TRENCH BAFFLES IN LIEU OF THE BENTONITE ANTI-SEEP COLLAR SHOWN ABOVE.
0 P ANCHOR SLOT. ROTEC 0 N DET OVERLAPPING 18" AND STAPLING 2 - BENTON'
NOT TO SCALE EVERY 1 THROUGH BOTH LAYERS. 2 - BENTONITE CO~.IAR TO BE CONTINUOUS. STONE BEDDING TO
ANCHOR UPPER END OF EACH STOP AT ED( STOP AT EDGES OF COLLAR,
A STRIP IN 6" TRENCH. 3 -SHALL E 3 -SHALL BE INSTALLED AT MAXIMUM 150' INTERVAL FOR PIPE
NOT TO SCALE CONSTRUCTE( CONSTRUCTED WITHIN WETLAND AREAS.
ANTI-SEEP PROTECTION DETAIL
TYPE ~A~
NOT TO SCALE

SEAL SEAL j,~--
~ ~ ~ iii ~ ~ DATE; OCTOBER 2010 SCALE JOHNSTON COUNTY M&~"`EN~MaER
~ o , y, McE RRO~. # o3se-olzs CU501
INDUSTRIAL PARK DRIVE SANITARY SEWER ~ROW~~ eta HORIZONTAL: ~RAw~N~ ti~~„AFR
= Qr "l 7.
44k4o'ZOV 1v 1 1\L v ~1WLL SEAL 1730 Varsity Drive, Suite 500 JOHNSTON AND FORCE MAIN IMPROVEMENTS DESIGNED CAT NCAL.
C7 Z CHECKED CLW VER D4
Phone: [phone], Fax; 919 233-8031 PRCJ. MGR. BFB NA ` COUNTY
UIN Raleigh, North Carolina 27606 q TRP o` License. C-0342
REV.NO. DESCRIPTIONS DATE l"!1 i iu lb CaT°~a~''l'~b EROSION CONTROL DETAILS STATUS: REMS,aN
www.mckimcreed, com REVISIONS

1. TEMPORARY CONSTRUCTION ENTRANCE/EXI ENTRANCE/EXIT
TEMPORARY SEEDING RECOMMENDATION FOR LATE WINTER AND EARLY SPRING w TEMPORARY GRAVEL CONSTRUCTION ENTRY iRUCTION ENTRANCES/EXITS WILL BE LOCATED AT ROADWAYS WHERE
CONSTRUCTION EQUIPMENT WILL ENTER TI WILL ENTER THE EASEMENT. THE ENTRANCES WILL BE GRADED SO .L BE DIRECTED TO NEARBY DRAINAGE PATHS. THE TEMPORARY
Seeding mixture THAT RUNOFF WATER WILL BE DIRECTE 1 CONSTRUCTION ENTRANCES WILL BE PROM WILL BE PROVIDED BY OTHERS.
5eedln I~Ilxture SpeGles Rate (Ibtacre} g
Species Rate {Ibtacre) Tall fescue 80 MAINTENANCE: MAINTAIN THE GRAVEL PF fHE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT iTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOPDRESSING WITH
R e rain 120 FROM LEAVING THE CONSTRUCTION SITE y 1 Pensacola Bahiagrass 50 2-INCH STONE. AFTER EACH RAINFALL, .CH RAINFALL, INSPECT ANY STRUCTURE SUED TO TRAP SEDIMENT
Annual lespedeza {Kobe in ~ AND CLEAN IT OUT AS NECESSARY. IM sericea lespedeza 30 NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS
Piedmont and Goastal Plain, SPILLED, WASHED OR TRACKED ONTO PUB Kobe lespedeza 10 :KED ONTO PUBLIC ROADWAYS.
Korean in Mountains} 50 2. SILT FENCE
{emit annual lespedeza when dUratlan Of temporary Cuter 15 not tQ @Xtend TEMPORARY SILT FENCE WILL BE UTILIZE VILL BE UTIlIZEO TO CONTROL ALL SEDIMENT AND EROSION WITHIN
beyond June. Seedin rlOteS THE LIMITS OF CONSTRUCTION. SILT FEP TION. SILT FENCE IS USED WHERE LATERAL SHEET FLOW OCCURS,
g WHICH IS APPLICABLE FOR THE MAJORII 1. From Sept,1-Mar, 1, use unscarified sericea seed. FLOW IS INTERCEPTED AND DIVERTED TO R THE MAJORITY OF THE PROJECT AREA. WHERE LATERAL SHEET DIVERTED TO NATURALLY OCCURRING LOW POINTS, STONE RELIEF
Seeding dates OUTLETS HAVE BEEN PROVIDED TO PREVEI 'TOED TO PREVENT WATER BUILDUP BEHIND SILT FENCE.
2.On poorly drained sites omit sericea and Increase Kobe to 30 Ib/acre. Mountains-Above 2500 ft. Feb. 15 -May 15 MAINTENANCE: INSPECT SEDIMENT FENCE EDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH
3. Where a neat appearance is desired, Omlt sericea and Increase Kobe. RAINFALL, MAKE ANY REQUIRED REPAIRS Below 2500 ft: Feb.1-May 1 ~UIRED REPAIRS IMMEDIATELY. SHOULD THE FABRIC OF A SEDIMENT ECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
on an.1 - Ma 1 to 40 Ib/acre, FENCE COLLAPSE, TEAR, DECOMPOSE OR I Pledm t-J Y REMOVE SEDIMENT DEPOSITS AS NECESSAI 'S AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR
Coastal Plain-Dec.1- Apr. 15 THE NEXT RAIN AND TO REDUCE PRESSUF EDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID
UNDERMINING THE FENCE DURING CLEANOI Nurse plants SEDIMENT DEPOSITS AND BRING THE AREP )URING CLEANOUT. REMOVE ALL FENCING MATERIALS AND UNSTABLE 3RING THE AREA TO GRADE AND STABILIZE IT AFTER THE
Self amendments 5 add 10 Ibtacr Ger an illetor 15 Ib/acre CONTRIBUTING DRAINAGE AREA HAS BEEN ,REA HAS BEEN PROPERLY STABILIZED.
Between Apr.15 and Aug.1 , e m m Follow recommendations of soiltests orapply2,0001blacreground agricul-
Sudangrass.Prior to May 1 or after Aug.15, add 25 Ibtacre rye{grain, rural limestone and 750 Ib/acre 10-10-10 fettilizer. oNE BORE AND JACK LOCATION Is PR )CATION IS PROPOSED. BOTH THE BORING/LAUNCHING PIT AND
RECEIVING PIT WILL BE PROTECTED BY DRAWINGS. SEDIMENT PITS WILL BE USE PROTECTED BY SILT FENCE AS DETAILED ON THE CONSTRUCTION S WILL BE USED AT THE BORING PITS TO COLLECT SEDIMENT. ALL
Mulch Seeding dates DEWATERING OF TRENCHES AND BORE AI i AND BORE AND JACK ENTRY AND EXIT PITS WILL BE PERFORMED
Apply 4,000 Ibtacre straw. Anchor straw by lacking with asphalt, netting, Best POSSIbfe THROUGH SILT BAGS.
or a mulch anchorin tool, A disk with blades set pearl strai ht can be g y g Early sprang. Feb, 15 - Mar. 20 Feb. 15 • Apr. 30
used as a mulch anchoring tool 3. TEMPORARY AND PERMANENT CHANNEL LI :NT CHANNEL LINER
. Fall: Sept, 1 -Sept, 30 Sept, ~ - Qct, 31 THE CALCULATION SECTION INCLUDES CF GRAVITY SEWER MAIN ALIGNMENT CROSSE`. ~ INCLUDES CHANNEL LINER ANALYSIS FOR CHANNELS WHERE THE NMENT CROSSES.
Maintenance
Refertilize if growth is notfully adequate. Reseed, refertilize and mulch im- A DETAILED ANALYSIS WAS PERFORMED 0 PERFORMED OF THE DISTURBANCES BY THE PROPOSED PROJECT TO
Soil amendments HANN .THE ANALYS nledlately fallowing erosion ar Other damage, EXISTING WATER C ELS S. THE ANALYSIS INCLUDED AN EVALUATION OF THE SHEAR STRESS
Apply lime and fertilizer accordingto sail tests, orapply 3,000-5,000 Ib/acre BETWEEN THE WATER AND CHANNEL BANK CHANNEL BANK AT EACH STREAM CROSSING, IF THE SHEAR STRESS NO STRAW WITH NET LINER IS REQUIRED. IF THE SHEAR STRESS IS
WAS LESS THAN 0.45PSF, NO STRAW WI1 .ground agricultural limestone (use the lower rate on sandy soils) and 1,000 GREATER THAN 0,45PSF BUT LESS THAN UT LESS THAN 1.45PSF, STRAW WITH NET LINER IS SPECIFIED, IF THE
SHEAR STRESS IS GREATER THAN 1,45P Ibtacre 10-10-10 fertilizer. .R THAN 1,45PSF, RIP-RAP CHANNEL ARMOR IS SPECIFIED. STRAW
WITH NET LINER IS ALSO SPECIFIED AT i SPECIFIED AT AlL LOCATIONS WHERE EXISTING CHANNEL VELOCITIES
TEMPORARY SEEDING RECOMMENDATION FOR SUMMER EXCEED 2.OFT/S.
Mulch 4.SURFACE STABILIZATION
3eedln mixture Apply 4,000 Ib/acre grain straw or equivalent cover of another suitable SURFACE STABILIZATION WILL BE ACCOMPI ILL BE ACCOMPLISHED WITH VEGETATION AND MULCH AS SPECIFIED IN
$ ®oies Rate (Ibtacre) mulch, Anchor straw by tacking with asphalt, netting, or rOVing Or by crimp- THE VEGETATION PLAN PROVIDED IN THE p tOVIDEO IN THE PROJECT CONSTRUCTION DRAWINGS AND TECHNICAL
German millet 40 in with a mulch anchorin taoL A disk with blades set pearl strai ht can SPECIFICATIONS. g 9 Y 9
In the Piedmont and Mountains, asmall-stemmed Sudan toss may be be used as a mulch anchoring tool ~ DATA USED IN DESIGN CALCULATIONS IS _CULATIONS IS TAKEN FROM FIELD SURVEY INFORMATION.
substituted at a rate of 50 Ib/acre.
Maintenance 5. TEMPORARY SEEDING
3cedin dates TO TEMPORARILY STABILIZE DENUDED AF g ff growth is less than fully adequate, refertlllze In the second year, accord- :E DENUDED AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE THAN 21 CALENDAR DAYS. TEMPORARY SEEDING CONTROLS RUNOFF
fvtountains-Ma 15 - Au . 15 FOR A PERIOD OF MORE THAN 21 CAEEN y g mg t0 soil tests or topdress with 500 Ibtacre 10-10-10 fertlNzer. Mow as AND EROSION UNTIL PERMANENT VEGETAL ANENT VEGETATION OR OTHER EROSION CONTROL MEASURES CAN BE
Piedmont---May 1 -Aug. 15 needed when sericea is omitted from the mixture, Reseed fertilize and ESTABLISHED. IN ADDITION, IT PROM[ ION, IT PROVIDES RESIDUE FOR SOIL PROTECTION AND SEEDBED ~ES PROBLEMS OF MUD AND DUST PRODUCTION FROM BARE SOIL
Cr;astal Plain-A r. 15 - AUg,15 ' ' PREPARATION, AND REDUCES PROBLEMS p mulch dame ed areas immediate) SURFACES DURING CONSTRUCTION. TO BI ;UCTION. TO BE INSTALLED AS PER SEEDING SPECIFICATIONS.
9 Y MAINTENANCE: RESEED AND MULCH ARE, ND MULCH AREAS WHERE SEEDLING EMERGENCE IS POOR, OR WHERE
Soil ar~tendments t EROSION OCCURS, AS SOON AS POSSIBLE N AS POSSIBLE. DO NOT MOW. PROTECT FROM TRAFFIC AS MUCH
_ Refer to Appendix 8,02fOr botanical names. AS POSSIBLE. PROVIDE ADDITIONAL MAIN Fallod~ recommendations ofsolltestsorapply2,000lblacreground agncul DDITIONAL MAINTENANCE A5 PER SEEDING SPECIFICATIONS.
tural limestone and 750 Ibtacre 10-10-10 fertilizer.
6. PERMANENT SEEDING
TO REDUCE EROSION AND DECREASE AND DECREASE SEDIMENT YIELD FROM DISTURBED AREAS, TO SUCH AREAS IN A MANNER THAT IS ECONOMICAL, ADAPTS TO SITE
~d~ulh PERMANENTLY STABILIZE SUCH AREAS IN SELECTION OF THE MOST APPROPRIATE PLANT MATERIALS. T6 BE
A 14,000 Ibtacre straw. Anchor straw by tacking w~h asphalt, netting, CONDITIONS, AND ALLOWS SELECTION OF pP y INSTALLED AS PER SEEDING SPECIFICAT101 G SPECIFICATIONS.
or a mulch anchoring tool. A disk with blades set nearly straight can be MAINTENANCE, INSPECT SEEDED AREAS I >EEDED AREAS FOR FAILURE AND MAKE NECESSARY REPAIRS AND
used as a mulch anchoring tool. RESEEOINGS WITHIN THE SAME SEASON, IF INADEQUATE COVER, RE-EVALUATE CHOIC AME SEASON, IF POSSIBLE. RESEEDING; IF A STAND HAS VALUATE CHOICE OF PLANT MATERIALS AND QUANTITIES OF LIME
AND FERTILIZER. RE-ESTABLISH THE ST? 4BLISH THE STAND AFTER SEEDBED PREPARATION OR OVER-SEED
Mafnterlance THE STAND. CONSIDER SEEDING TEMPOR~ :EDING TEMPORARY, ANNUAL SPECIES IF THE TIME OF YEAR IS NOT
Refertilize if growth is not fully adequate. Reseed, refeltlllZe and mulch Im- APPROPRIATE FOR PERMANENT SEEDING. TESTED TO DETERMINE IF ACIDITY OR NU1 DENT SEEDING. IF VEGETATION FAILS TO GROW, SOIL MUST BE ACIDITY OR NUTRIENT IMBALANCE IS RESPONSIBLE. FERTILIZATION:
n~ediately fallowing erosion or other damage. ON THE TYPICAL DISTURBED SITE, FULL E :D SITE, FULL ESTABLISHMENT USUALLY REQUIRES REFERTILIZATION IN
THE SECOND GROWING SEASON. FINE TUI USE SOIL TEST IF POSSIBLE OR FOLLOW 1 SON. FINE TURF REQUIRES ANNUAL MAINTENANCE FERTILIZATION. E OR FOLLOW THE GUIDELINES GIVEN FRO THE SPECIFIC SEEDING
MIXTURE. PROVIDE ADDITIONAL MAINTENA ONAL MAINTENANCE AS PER SEEDING SPECIFICATIONS.
TEMPORARY SEEDING RECOMMENDATION FOR FALL
~fln Mixture
g
Species Rate (Ibtacre}
Rys grain) 120
~it3 da$es
fe~curitains--Aug. 15 -Dec. 15
Coastal Plain and Piedmont--Aug. 15 - Dec. 30
Soli amertdf~nents
Follow soil tests or apply 2,000 Ib/acre ground agricultural limestone and
1,000 Ibtacre 10.10-10 fertilizer,
1ul~h
Apply 4,000 lb/acre straw, Anchor straw by tacking w~h asphalt, netting,
or a mulch anchorin g tool. A desk with blades set nearly straight can be
used as a mulch anchoring tool.
Maintenance
Pepair and refertilize damaged areas immediately. To ress with 50
Pd
Il~lacre of nitrogen in March, If it is necessary to extend rem ra cover ~ ry
_ b~;yond June 15, overseed with 50 Ib/acre Kobe (Piedmont and Coastal
Plain or Korean Mountains les edez ' ~ ( ) p a m late February or early March,
SEAL SEAL sca~E CU501
' 0 JOHNSTON COUNTY DATE; OCTOBER 2010 M~cFi~ENUMeEs
~ R ~ o ~ oEESSioN ~i INDUSTRIAL PARK DRIVE SANITARY SEWER DRAWN°J~ # 0358-01 MB HORIZONTAL: pRAWINGNUMBER
C1 0, a, _ t ~ ~ ~ \
X-54 4qqFt%;r a ? a a sir ? aV r
SEAL - 1730 Varsity Drive, Suite 500 JOHNSTON AND FORCE MAIN IMPROVEMENTS DESIGNED CAT D5 CHECKED CLW VERTICAL:
n 032293 Z= Ralei h North Carolina 27606
Phone: [phone], Fax: [phone] "GINS COUNTY PROJ. MGR. BFB NA 1% 1 -j
License: C-0342 ~ EROSION CONTROL DETAILS STATUS: REVISION
REV.NO. DESCRIPTIONS DATE c
REVISIONS www.mckimcreed.com