20100790 Ver 1_Site Plan_20110418

JOHNSTON COUNTY
EAST CLAYTON INDUSTRIAL AREA
WATER TRANSMISSION IMPROVEMENTS
JULY 2010
cI ArrC �
SITE
............ .................... .. ....
_Ki
INDEX
.............. COVER...... ..... ............ cli
VICINITY VAP&GENERAL NOTES ........... ........... C-2
MAIN SST,,FRONT ST.&EASEMENT
OWNERPLAIN&PROF"L-'=STA.10-00 TO 25-00-........................... ......... ............. C-3
EASEMENT
JOHNSTON COUNTY PLAN&PROF LE STA.25-W TO 41+CC C-4
EASEMENT&PSECAN'_N:
PLAN&PROFILE-STA.41+00 TO 57-00...... C-5
OLD NC 42,EASEMENT,NO 42 E
PLAN&PROFILE-STA_57-00 TO 7'2+25. C-S
EASEMENT
FINAL DESIGN BOARD OF COMMISSIONERS PLAN&PROF ILE-STA 71+25 TO aS-% ................
N FOR EASEMENT
OT CONSTRUCTION
.................... COOKIE POPE, CHAIRMAN PLAN&PROFiLE-STA.95,50 TO'n�50_ ........... .......... ........ ........................
SEME.NT
WADE M. STEWART, VICE-CHAIRMAN EA PLAN&PROcILE-STA,99-50 TO C-9
ALLEN L. MI EASEMENT
MS, JR� PLAN&PROFILE•STk 113�50 TO 127+50 ........... C-10
EASEMENT PLAN
JEFFREY CARVER S PROFILE STX 127+50 TO 138+25--... C-1 I
US 70 BUSINESS
SEAL W. RAY WOODALL PLAN&PROFILE-STA_138-25 TO 148� C-12
DEVAN BARBOUR LIS 70 SUSNESS
PLAN&PROFILE.-$TA-14a-00 TO 156-30--_ C-13
TONY BRASWELL US 70 BUSINESS
PLAN&PROFILE-STX 156+C0 TO .......... C-14
US 70 BUS tNESS
PLAN&PROF I L STA.164-50 TO 170N1 4__ C-15
COUNTY MANAGER DETAILS
RICK J. NESTER WATER OETA�LS.... 0-1
WATER DETAILS_.::.
EROSION CONTROL DETAILS ............ .0-3
MIZELLE CONSULTING,INC: EROSION CONTROL DETAILS 3 HEADWALL DETAIL . ....... 0-4
CIVIL ENGINEERING
CONSTRUCTION ADMINISTRATION
taat e_li.M(}F.M Re,m".FA'.c275n
FAA�Qlqj ul-fm

GENERAL>CONSTRUCTION NOTES
1,UNDERGROUND UTILn TIES ARE APPROXIMATE LOCAT:ON, IT 13 POSSIBLE THAT ALL EX..ISTING UTILITIES HAVE NOT BEEN SHOWN
ON THE DRAIVINGS, CONTRACTOR TO VERIFY SIZE,DEPTH,LOCATION AND MATERIAL OF ALL EX,STNG UTILITIES PRIOR TO THE
I START OF CONSTRUCTION.CONTRACTOR SHAI-L CONTACT
N.C.
ONE CALL(t-EJG�632-4949)ANC 4OHNSTON COUNTY PUBLIC
COMPTON ST, FRONT ST: N UTILITIES(989-5075)A MINIMUM OF 48 HOURS PRIOR TO THE START OF CONSTRUCTION.
2.CONTRACTOR SHALL COMPLY WITH APPROVEDN.C.D.O.T.ENCROACHMENT AGREEMENTS WHILE WORKING WITHIN THE kC,O,O,T.
RIGHT-CIF-WAYS: CONSTRUCTION AND MATERIAL SPECIFICATIONS SHALL CONFORM TO N,C 1)O.T.STANCAAOS IN THE FVE14T OF
CLAYTON A CONFLICT WITH JOHNSTON COUNTY STANDARDS,
3,TRAFFIC FLOW SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION,
4.ACCESS TO EACH RESIDENCE AND BUSINESS SHALL BE MAINTAINED AT AL;_TWES.
NEW 20'DIP WATER MAIN 3.CONTRACTOR SHALL PROMPTLY RESET ALL DISTURBED IANLIESKES,SIGNS,E-I C
s� $ CONTRACTOR SHALL RESTORE ALL GRAVEL,CONCRETE AND PAVED DRIVEWAYS AND DRIVEWAY PIPES WITH SAME MATERiAL.(S)
TO ORIGINAL CONDITION,
XX� 7 CONTRACTOR SHALL INSTALL ALL SILT FENCE AND INLET PROTECTION DEVICES PRIOR TO THE START OF CONSTRUCTION.
E.ALL DISTURBED AREAS SHALL BE RESEEDeDVOTIH:IKE GRASSES AND SHALL BE STABILIZED WITH MULCH AND TACK.
9.ALONG THE NCDOT RJW,DISTURBED AREAS SHALL NOT EXCEED 5.000�,FWITHOUT SEEDING,DISTURBED AREAS OUTSIDE THE
NCCOT RAN SHALL BE SEEDED WITHIN15 WORKING DAYS OR 30 CALENDAR DAYS,WHICHEVER IS SHORTSFL
to. IT is RECOMMENDED THE CONTRACTOR ONLY CLEAR AND GRUB ENOUGH TO STAY AHEAD OF THE SEEDING SCHEDULE, IF THIS
IS NOT FEASIBLE,THE CLEARED AREA SHALL BE WMEDiATSLY SEEDED AFTER CLEARING AND ONLY THE ACTIVE CONSTRUCTION
AREA SHALL BE DISTURBED.
11,IF CONSTRUCTION SCHEDULE DOES NOT ALLOW PERMANENT SEEDING ON THE DATES SHOWN IN SPECIFICATIONS,
CONTRACTORS L INSTALL TEMPORARY SEEDING WEEKLY OR EVERY 5,0010 LF,WHEN PERMANENT SEEDING DATES CAN BE
ACCOMADATED THE CONTRACTOR SHALL RESEED WITH PERMANENT SEEDING MIXTURES
12.CONTRACTOR TO MINIMIZE PLACEMENT OF EXCAVATION MATERIAL ON ROAD DURING CONSTRUCTION. CONTRACTOR TO
COVER ASPHALT WITH SCREENING$PRIOR TO PLACEMENT OF EXCAVATED MATERIAL ON PAVEMENT. ALL PAVED SURFACES
SHALL BE CLEANED ONLY.
t3,ALL DISTURBED DITCH LINES SHALL BE RESHAPED.RESEEDED,AND A TEMPORARY LINER INSTALLED F14MEDIATELY
FOLLOWING CONSTRUCTION IF OMER IS SHOWN ON PLANS,ALL LINER INSTALLATIONS MUST BE APPROVED BY ENGINEER OR
OWNEWS REPRESENTATIVE,IF LINER IS NOT SHOW%ON PLANS,DITCH SHALL BE RESEEDED.MULCHED AND A TASK COAT
APPLIED,
NEW 20`01P WATER MAIN 14,CONTRACTOR SHALL,INSTALL INSTALL A CHECK DAM IN DITCH ADJACENT TO WORK AREA AT THE END OF EVERY
CONSTRUCTION DAY,
15.CONTRACTOR SHALL INSTALL(IIOLF)STRAW WITH NET TEMPORARY LINER BEYOND OUTLETS OF ALL DRIVEWAY PIPES WHERE
DITCHES DENUDED,
Is,MAXIMUM TRENCH WIDTHS FOR PIPE LAYING SHALL BE 5 FEET AT TOP OF TRENCH IN ALL PAVED AREAS CONTRACTOR SHALL
FOLLOW ALL OSHA GUIDELINES.
0 17.CONTRACTOR SHALL PLACE ALL SPOIL MATERIAL ON THE UPH(LIL SIDE AWAY FROM ALL ROAD SIDE DITCHES,CREEKS AND
WATER COURSES DURING CONSTRUCTION.
18.OUTLET PROTECTION MEASURES WILL BE INSTALLED FOR EXISTING DRIVEWAY PIPES IF THE OUTLET CHANNEL IS DAMAGED
DURING CONSTRUCTION CIA AS SEEMED NECESSARY BY THE ENGINEER.
19 INSTALL SILT FENCE PERPENDICULAR TO WATER MAINS AT LARGE CULVER7 3 H,30")UNTIL RIP-PAP 13 INSTALLED OR GRASS
STABILIZED,
20.ALL FITTINGS SHALL BE COMPLETE WITH CONCRETE BLOCKING AS SHOWN ON DETAIL SHEET.
21 CONTRACTOR SHALL MAKE E'.1EPY EFFORT TO PRESERVE PROPERTY IRONS,MCNUMEN 7S.OTHER PERMANENT POINTS OF
REFERENCE AND CONSTRUCTION STAKES, PROPERTY IRONS MONUMENTS AND OTHER PER. ENT POINTS OF REFERENCE
DESTROYED BY CONTRACTOR SHALL BE REPLACED BY A PRCFESSiONAL LAND SURVEYOR AT CONTRACTOR'S EXPENSE,
22..WHEN WORKING ADJACENT TO EXISTING STRUCTURES,POLES,UTILITIES,ETC,CONTRACTOR SHALL USE WHATEVER METHODS
ARE NECFSSAPY TO PROTEST STRUCTURES FROM DAMAGE,REPLACEMENT OF OAMAGED STRUCTURES SHALL BE AT
CONTRACTORS EXPENSE.
23.ALL VALVES,REDUCERS,AND OTHER FI TTINGS$HAL BE SUPPORTED AND HOODED TO ADJACENT FITTINGS WHERE POSSIBLE OR
THRUST COLLARS,
24 CONTRACTOR SHALL COCIRDINATEWITH JOHNSTON COUNTY FOR ANY DISRUPTIONS OF THE NORMAL OPERATION OF WATER OR
NEW 20'DIP WATER MAIN ;'A' SEWER SERVICES.(919 989-5075)
04
........ ........
REVISION$ SEAL -DRAWN 8"Y,: S"RIV JOHNSTON COUNTY SHEET
NO. DATE BY DESCRIPTION JOHNSTON COUNTY MiZELLE CONSULTING, INC. CA CHIEMED BY SIAM EAST CLAYTON INDUSTRIAL AREA Aw"llk, *V%
ff
DEPARTMENT Of AJIBUC UTILITIES CIVIL ENGINEERING
INI WATER TRANSMISSION IMPROVEMENTS
CONSTRUCTION ADMINISTRATION DATE. 05,2GIC
P.O�SOX 2263 03 4?
------ 1311 ELMO"RQ.,GAPMR:SC 2752*
SWTHFIELD,NC 27577 591% A 4SCALE: I 600 VICINITY MAP&GENERAL NOTES
.CIFp1wL')
4c:-IC. C." 19.

#.
.,,�.�
.:. r. .� ..
r .. .... .., ,., :� .. .. ,e' ,. �.."X? 'w * +73 .: .:'�� m.... ..r:.v ,,..� ,..�.rz e��. ... rig .;K .� �,... .y �:'�� •'.
. # jj,y
rSTATES
: . .. . ..r. : d.
r:
... •, ....s .. ...
w
xxxx
:.. 7..,r .., ....:v ...r.. . :r.. v
.:. s .
�
2 ...:w
.... F:.. w:: .:.. 1 r. w....
.... . . 5......r ~... :... .
.. w_
.;
a,.
N..
w .
. . r.: w ..,...t
.v. ,..r ......... ...
w.
r51-A ......
k 5 w
xst,
TM*x .
mow,
A
'^. �.�E. .;, �" 45T-91! AC,W37-R MAIN
r
�wV !9
L .. ...:;
w:.
..
r.. .r..
xrT... ...
, �
v..... ... ...' ......... ......... ... .... .........
w.
w �,
5
r.r...� r�.. ... r. w... � w. r... .... �� mow: w
v w.TO
GU7 AY Is :i6 M P TEE R.R.ROW(2 tPJ
M,a REDUCER f ;EXIST,8 PVC,vM 1
: 20--go, MJ BEND I REPLACE 20 IF "PVG-w/8'"DIP
V ' LSEILVRODDEDTD S AIR _AE ;
W-REDUCER IN MANHOLE _ 1
r
FIE.~)-�,qCATE�AT HIGH PCENr' _...._
.i
--- ..... ......
T- ,
_..._
� r APPROX.EXISTING GROUND i t
VA,E i EXIST. 181 MIN.SEPARAnoN
„ ...........................___ _ .. _{325
�' rloN:
:. i �."�•:� ':APPROX•FUT EE
E
20'MJ GATE VALVE
URE GRADE
f FOR FRONT ST EXT.
t ...__ .:....._ 20.:�5; E3.F#D �., �
' :-: _............_...
LF RODED TO CIV, ____.._._'._ >— ..._.....:.: .;. .....W. ._...... _ �p.
i
24 STEEL ENCASEMENT PIPE ' 20-so' BEfiID 20"46' MJ BEND i
{ 7}IEORETECAL R.R:. El0K 0.532- tC i _ SLOG O
w1 BLOO G` _..
iPE
v : .. _ 375
w.'BLOCKING
'20-90, MJ BEND DI CARRIER PIPE
&N MIN.COVER- •' ""`^-,,,.. - 'I � i I �
iwtBLOCKING
Rfl DED TO ENCASEMENT 011E
10
. 2
!e'XGsT.'t9"PVC S.S. i
ENCASE 20 LF is"SS.
._ 5
3a5. 20 DIP r ;s,E€zM ..._ _.....® i.... r IR�NCA
EXCST.I2',DIP F I MAIN ER
ED ADO _
v $
i
30. .. t �,c........ :...
I :...... .... ... .... ... �.: 20 {12a:?A,i @END„ � ' ,S*v. i .. _.,-.: ;.- :�._.__ _.-
300
. 20 22 5' �i 12S M,s eENDs 7p • � f
to
...._....:T a,0, •45y .I,BENfl-t__......_ - ........ f...s.....,, ....... _........ ..::... ...... '
..... SEP.Mlfid
w!BbOCKiNG 20-45' MJ SEN
DS
i Zo" 0 MJ EEN{5 ' t NJ BLOCKING
wf BLOCKING
290
ice.: ..__...._.. .._... .......:__ _.-
s . ,,x , v . .:
REVISIONS av; a sR�
NO. DATE BY DESCRIPTION JOHNSTON COUNTY MIZ LLECONSULTING,INC. SEAL DRAWNJOHNSTON COUNTY SHEET....
"4 c
D EAST GLAYTON INDUSTRIAL AREA
CHECKED BY:sRm �g {{+py ,gee y gg�yry®��/ �y gry p
1 i06taf a REM RlASED PER NYC➢ENR COMMENTS DEPARTMENT OF PUBLIC UTILITEES p,tee .:•5 CIVIL ENGINEERING s+: J'F WATER TRANSMISSION tNIP B'[V Y 67f I'H:J
x s #a wear ;' OEORIPARULN aufPFR-9 M r SUANCENCTE P,0.BOX 2263 CONSTRUCTION ADMINISTRATION 51+ r €aATE ot;i5(9a
s ;ia ono SR�e REv=c-'NEItR VNrs a0x:: w a nssa Qu ao., aar FR,vc�raxa 1 NOR i'}60' 20"DIP WATERLINE
.,,...._,,.m........ SMITHFIELD NC 27577 Pt6�NE::I4101 271,7137... 41 4 'SCALE: VERT.i"#S
................. PA.%:1914 1034124 •T:- 4*' MAIN ST.,FRONT ST.,:A,EASEMENT
:1 NC .aa5�s ft' �;;alit. t3P 1$
PR4J.:k STA.iU•+•00 r6 26+OQ

a w 4 _s u AJ N u Lwi w x � � •9:' �pp pA
w
w ae
s �
µ
to r
{
c
w V
Ir
I
E
I Q ctE�
m
,cr Ic I v
I r:.
;
r
r
E � E
i
,
i ., J
u 1
w y
r � ;
E
im
CD
k ;
w 'Cl ,
559� I�^ma�yy
it
r
E
W.
� n
w
w i w
N Ct E
M:
Ol
mz * j
p m �+
pp rr
.
j w x
t
_ cr
1
:a
1 � w
4 w
w t a
a
a
1 w w �
.. ..._... v �.
_..._
o I
{
s "
* .ado ..........
o y #(� ........._.._ ..... _.
t
.
A
I
f
cea �
c
Ct u I x
{ y I a s a a . .4
1 I i i
_ . v, n
{
~�
m >
f
...._ _.....

7NNIV
.................
.. .......
......... . .............
.. ......A
.............
............
.........
0,
.. ..................
N ................... ...... .............. . ..... .......
:V w 7s LF
.... ....................
7.1.
77
.. ....... .. ...
.... ........ . ......
.. ........
5 LF
Al
WA ..........
........... ......... ... ...
-4,
......... ..............Y....
7
k,
. ......... 77.
V lw DIP
. .... .......
TH—
..... ..... ..............
.......... ........
.... . ... ...... . ....::%. ........
.. .......... ...... ..........X.O.-
..4 ................ .... -6
....... ..... Rp
.... .. 777:
.......... . ... . . ...................
..... ....
:.............. ..........
....... ..... .............. ...........
.............­. ...........
ERMARMn
................. WR"
...p ..0: 4
..........
... .... .... . ................
... ..........
.. .......
... p 1.. —.0 .—Y.. I....................
. ........... ................
... ...... .. ... ............
..... ....
M
........... V, A
7 ... ... E7.
T
... ..................
. .............. .........
lt�..........
. .. ............. ................. ...... .............
.................... .......... ....... ......... ......
Z ..... . ...........
... ......... ... . ... ...
M.I., .01`7'1
. ......... .......... ..........
............
............
............
.... .............. .. .............. .........
............. ... ...... . .............. ................ ............... .......... ........
...................... ....... :,:"11 a
.... ..... ..... ................ .... .. r... ......
.............. ........... �JI
LA ............. . .............. .....
............. ....................
10.�,* �CF
........... ..... el
... .. .. ..
.... . .....
:::: ., :::.........
. .. ......... ..... MI.IIIII" ..... ........
............. ...................... ...
. .........:.......... .... ........ ........
...... .. ..................... ...... ............
................
.. .......... .......
. ............
....................... ............... ......
L. ................
............................ ................................. .........
..... ....... ...... .. .............
............................
P..y..........
Y'.."..'.",E""::::.....:.....M.....Y...................... ........... ........
.................. . ......... ............... .........................
..........
No
.....................Y. ........... .........
.. .......... ............ ...........
............
... .........
.4.... ...... .......
.................
.............. -0i, x-z
............
..............
..........
OR
..... ........
............ ... ... ......
....................
... .. .... ......
.............
........ ... .. ......
Z
.............
ff T.-
............
WALMT
.......... '.1.... .. ...
m, 5A:
..........
...............
..............
..... ...... ... ........ .... ...... ......
.. .................w Is
=7.. .. ........ ..... ...... . . ..
45 mX.1.1.
............ 6
................. ... .............. . ........ ..9
............. .......
Al RELEASE 340
VA
�LVE
IN EXVST�4
FIELD L�CATP At WQIH�PONT CNAJ_MAN
EXIST.12-P,
EXISt IS'A4 �O
- ,!L�:\ OLD NO 42
335 --—------ ----- ......... ........... ------------- .... .......... ..... ... ....... .. ........... _wA m" -——----------4�US
--—---------- ......—----
_)TS112L
— ———————— —
APPROX FUTURE OA*DF UND
APPROX.EXISTING
-,r EXIST,8'PVC
1: WATDR MAIN
R FRONT ST.EXT,:
FORCE MAN
PC
------------ .......... .. ...................
............
. ... .. ..........
ED I a'MIN.SEP,
----------
NIN,s its S R,
-4-
rr
----------------- 15'WN.COVER P)
.. .. .......
325---—--------------------................... —-------- ............ 7- ....... -K- --­--------..... a2s
...... ..... bVx'12*NJ TEE
wl BLOCKING
N'x 6-FH E-
S.jmi SEND L 20-1 T.ZS* NJ SEND
wl BLOC 1-20,4
w/ LOCKNO
. ..............
............. .............. VI&
..................
:L 2o-m5* m
ENO j SEND
WOIPWATEP�MAIT B
w!BLOCKING K/BLOCKING
IC-11,15, mi SEND BORE&JAC
315 ............ ....... ............... ...
w-SLOCKINq-, ----------- .............
_T&_,�fflfLENCASEMENT PIPE
mm O,S�'Tm
w!?EL3Z07DICARRfER,FIPE
FILL ASEMENT P.VE_
1;0 ---------- ............... 310
­- -­-....... ............. _4-
NCOOT,�PECWICATIONS,
205
305-- ............. .................... ..... ............................... ...........................
........... .. ...
3co ............... - ----------------- ........................................ ....................... .......... . .. ......................... .. ......... ...........
----—----- ....
........... ------------ .... ........................ ......... ................. .............. ---------- ....... ................ ... -4295
53-E) C-O
42+00 43+00 44,00 45,00 do�Oo 47-�00 40+00 49+00 50+00 51,00 52-M 534JO 54+GQ 5540 56+00
REVISIONS SEAL SHEET
N
...........
E 13Y DESCRIPTION JOHNSTON COUNTY MIZELLE CONSULTING,INC. DRAWN BY: SRM JOHNSTON COUNTY
CHECKED,BY� SPIN EAST YTON INDUSTRIAL AREA
CIVIL ENGINEERING
I :0,0.�'Qj ERIN REVIISED i�Eg 4LrEENP r'3N0G4-,4 DEPARTMENT OF PUBLIC UTILITIES CONSTRUCTION ADMINISTRATION DATE: 0115110 WATER TRAN$MISSION IMPROVEMENTS PH.3 C-5
I !I2,rD'L, sp.0 i 4COWD'AWER MAN PER,XFV R 0.BOX 2263 n 43T47R RISEInh NO —
111T ELKHORN RD,,GARNER.NC 275Z*
c-o"d $Rm 1 Oe'ROO)I x 114'N SCALE: �110�pVlrl'
�Ln, Nis = 20"DIP WATER LINE
WME SMITHFIELD,NO 27ST7 FHON61:XI%t 275.IV3
——-----............
PROJ.A
JR. c tr_to 4 8 5 t I STA�42-00 TO 59-00 OP

�r.
x
rr.
rw,
fir..
r.
r
r
r
v
..
v ..
r� , ,
v .. ..,w. .. .. . ..
-.,a 3. r r. r..r .w.. .n. ..:r. �.: r:.
. x v.. ..r w .... ....
... �_ ......: ..
w....r..... ..
a
a
r_ t. . . .......... . .
.. E ...r .. w .4•; .r T
.w .. w... ar ..
.. fin...:... .... .. ..
w. .. r ..r. -. -.. . ...w. ..,...... �.. .mot
r
r..:: r ... �r. .
�..
r . .. .. .. r. ... r .r. ~ �...... .. � r.. r ....w ....r .r...w... r ~�... ..w � .. w..w.w. r•.
- nw
w... �. w....:..m.�.m+ .. „+,
x .......
�..., ...:... r,~. ...,.. ..... � .. .... ......r..... r*r...~r ....... .. ...rrw: ......::..... r. .w .....# .. ........ ....... ...... v,. �..w....:Y... �:�.... ,
r. ffi.� .w. w.....r w.r.. ... .... �. T......
,tO ... ....r.. n.... w.. .... .. .. . � .. .. ..: r.r.w.rr. L ......
x r
w w .
w . w......r . ...... 4 r r
.. ...r. w.r..:,. : .........,.r. r. ;,, ....:,�Xr; ... m-..:. ..•.air .,..v�:.r m.. .v
'fix ...R ............ ... ........ ....... .. .......::.... .. .....::: ...:'*r:::.... :�... .:: e: �.
. . i .... ... .: .... .. .....: r.. ... ... L. . .� r.. ., ..
.... .....r ......... .. ....:. ... ....... ..
.. �.. r... r � w.... ~.r... �... .. �, ram. �... �
w.... .. .. . a:.r .....
mOG
....... a ..
.............. .......
.... w.r. . . ...r.r. w.w:::.. .
1 w
..
4
...... r
r r w �a r w rr w �.
.....
r r. ,� � r � w
w.. ... .. . rr .. w.. , v... .... .... �....r..
a .. ...... _ yr. ...... ... x..� #..
4
,:. P.
# vr.
a
w. .:
_.... __........ . . v.
r .... . �. r. w. r. ....w. .. .... ..r.r.... .r. r r u� r. w
*v .......... .. .. ..
........ .. w :... ....r... r.. ... T.r ..w...w r.; r... . ,
Y r r:.. � � r..
t E w:. ..
2F .., �
... _
�..
..
r.... _
.„ ..
_'�.. � _.. s v. rrY v r. w. ...... w
IN
w_ 1
:..rr , r
340 - - Sara
NODOT PROPOSED is-HOP
,STORM t3RArpk
— !—._... . _... _.®_.E
.............. St
y— NO 42—.•: —_ —•—.,{..., APPROX.E�'[S r;GROUND � ,. AIR Fa VALVE.
3 E ! F'tEt..ta IuGRTE A
r.
Sara .......... ......,. ....®._.. .._____._..... .... .... .- - .. - ..._ ®_ ........ ..._..... ........M.. _..�.m...—........ 330
24-ti .SEPARATION _....
I ®`a
'� ,...
Ii
w Rix c
bpyy
._ .......... ......... .._._—......: ..... .... ..." . . ._: .. ..
tC`.#I LF ....... ................ .� �.._..__... ....... 2ri"�I}*,PJ 8
EM
36-STEED,ENCASEMEW PIPE 20CLASS 53 R E LIP NATER MAI�a
3
3
wt 100 LF M-DI GARMIRI PIPE
.....::::..:....... ..._. -:........,.. .._..:: ., «....: .. ____....®�.,®., .......,:..:wmm........ ..::__... . ....... ...... �......._.w....... .. .,...,,,. .,,... .....:3 i:5
COMPLETELY w/SA D PER p 's
NGDOT SPECIFICATIONS
I I
r ,
i
, I }
r
E {
m ......... _ __..,x .........:. ..... ...... h 3C5
} I
3tk3rr.,.. ...... .......__..--- . ........ ....___. ......... .......... . ..:.. .. ..::........,�. " _ _ .. ......... _---
,
95.. : . .. ,........m_ ... �_. ...... ... .......,.. .... ... ..... _..
;
7o-e d"
88.Sb 1
58-00 Sawn bra BI+flO ca«a© 63rco 6d� "-so J0 65t7f7 '0 ss�taa 66.4 etc V'50 58+flrI 59+r}0 7a*cta ri+el0 72«043 73+ -ra
.BY: SF"I JOHNSTON COUNTY SHEET
.SI .. SEAL DRAWAl YO. LATE BY DESGRPTOY JOHNSTON COUNTY MIZEtLE CONSULTING, INC.
fltv _.ENGIFEEitNG
' [ CHEC ,BY: SEM
EAST GlAYTCN INDUST
RIAL R
} 12mo SRO AEAsEwATEEMARsaour_PER acnu DEPARTMENT OF PUSUC UTILITIES SMISION IMPROVEMENTS S PH.3
CONSTRUCTION ADMINISTRATION C3Ptc DATE: 3I15110 '
a •wwz5e SRd REMSEQ PER-C6OS CGUMEYTS P.O,BOX 2263 r cLAYrO NC
-"" 77 131i EL pHc*RL7..±ARNEPL NC 2742s .� 20"ShAiTHFfELD,NO 275.a viers:4a4E ar9.rsss h SCALE: VERT I! —?a` OL DIP WATER LINE
�a versa 6aa stab fll D NO 42&vG 42 E.
�.
OF 19
:tIc. Pf?flJ.#
.2459 P' 1fa STA.59+00 TTO73+73

.v£... .e sa . .x...,... -£ : :•; ;, ...,.. ,..=.ter,
rvz T
g� r °a
r .. ,,�.% "� .54 .5., �k ,,xr,.;cr ., ,3
trr ,k rt&:,i�; ...:,, y 4 v"dr�55,: g�, !:'., : ...,.?4. ..
r•.trt$ T. .ag } .. .Y.9
r + :. 1 x : ry '}. _. .,, �.,.. ; #.-.-A T•• E ..3. .."'� Pp:, _ ',•k f;.SA
,'k�::.55:,�.$$.�.'£ ... ', r=: : ...�. trr. - , ;.•, ..:,. ;=5w .. mr x+ * ,`�'a r ,
Rx z•:x"J#.,..'''X :rre a•.*%i.#,..�� �a. i: r � _-u v,.: -. ,.. ,;.
t.:.r :. ...r'.• . ;�;� t 4,: ,:� � ,. =z'rd.. ,, ... s, r .#'::- R. �.. kx •':
t_tI a
^r e
^ r•—.. -a ��n._ -a~w, _L
r'r
,t`
` ®-
•, :.., s s5 kp'lop 1et' ,h,x. u..
a .. 4...y.. —
�... -
.:v°.•y •, .*. .�' �r� r..�.A,:. : .} -., a ,.:. .. .: x..'r.y a r .. .i r ., &„�, :, �. 7,
., ,
l �• w� i
.,r.,.
t b A P r., ,�.:ra #'• % [� Y r...r�r-. .r :v :. r ... ..v.k 4 ;J:: a.'z ;.. , F r
5 Ii
r
', ..,.
s,..... ... :C-c, to uR.�:"C5 NE, ��..
ra ,, ,Ea Ctt rt 4 ..
- r= � x •.*.,":x f � ,,, '..,�wv,w. , ..A,+p:.C;E r.ad.RttC �N?43E @E7�a�.$#IE.E.T.r ,., r : .�•, �# ,r,,;.# ..�z.. x ,.•.:+• uA a
:� , � _r. tr r : .. .. .v .E � a....:. � � F.
i� ._ ,:I •. ,� ,r .rR=:AL.,,ti"I.A,*I,x.,,,S, #6g�T�;: ... .'T" w +..:.. :#' ., . ;.'� x. x
A
If
.. , , .., r ,, .P # r x % ,¢ r r-m.r 4... " .m..:= ':r•.,m.. .. C{3I.TR G iH.v: r , v.. .._ -..,, f,.# .": w # ',,+ •':` ',. 4Cr..Y3�tAi �_ .Ev..,,. a E '�bIEE't..: .:..` .s„ y n `},. �. �.
' .. r5A #r°.,. .. .a _ ,.�'#. .. - •., t b......�. ; ,,.::h r ,. .r$,
r
Pw
#•, '- s .r .,...#;.#.. .. ,. v 5'.. t s .kR *r .tr..,„ :t .5.-. '.:# 9'
UA
w r.. ;y ..v. s kr v, £, £ .d ti•• ,, 1 E
.. r„ '#.'_' 5 ,v #tk A2nt '4 r su.I 4 ,.A.'`'{, P': sr -:v" ,+ ,t 5`�
-.... .. .i. .. :tr �. .,; � m � .,IU.�AT r.A.. �,.. x.,.. v: +�. .r w;
...4 1 -. wr2'v.. '': r.. „ }:: z. ., rr 5;.. .. LII.. 3v �.t.. S
n, r , .v. a,. r ... , ..II: , .: k,.. 'r:. .,.�:r .. „P Y
v a• 5}r .a i s i' v.. , ,.,.t:, , `.... a£. :. . ,. ,- ; "r.
,
sn' v-�s d.. _
.. r:m;r..A:,., t .. a. k , ----•>*�...._rc .,.:, ,. :r ,_ .,..� _ -- - _ --
•� .... ,. .�.'a r. _v " , k m_�a
:.:, .. ;. ,. : ,,, ., r - __ _
I .r ...,..{ „ h .•#.. n,n ..,
b ..,. I .. r,r A r: '. •T.;':. �.,',", t r .:. u
ft f r. .: E.g w.:r .r .'# , - " ...: r, kFr:I h= ... S•iY`. E b ::;: ,.
T... .. , ,
v ... � rt r+ �:•,; #f r ::.' �. � �+ #
A
t v ,. ,, ,: f(.ji.
i : w:�
A.
�....:... . .. . . :5 w r .... r•: ., .y. -..t. :.. .v .. .�.v - va..
#r... .. _ a. •v. - I .... ra r ,,.,. .. .+, 7'
..#fE Aa:.lS.�F:,mFs_.,,-A,,..N n...PER..i4S r4M�. I-
. .1
ys k v.
.-
' _ u'4�.. .c5-am."a t :., r. _. ,: •.:.,. .. r. e :. -T*FIB .. xn# -
•' A".":-r A 2.'t?�'y TtkS .�...,
., .,.: ^. .r-.i : r.: ..*. !l #dLFQ. s
r
_ 4CY4otr 3 mv�' S..". r.•g:R.. A.?:Aaa r rsr;¢ ;. -:' ;�: .r r:..:£ .{ x +,.e.:.._ :; a:.::_.-. - - .in
#' �.. ._.. r ✓ . ,.-_...... v � -..w'#r"--_•.. e.k- r"= 4I.- _ _ -: :... - _"-Icy a�d®
-
r �.aM Ir
0..Y;'t....$$v:.:t '%.f rf d b.Y'., .,{'rr�.C_,PixkYrE r.=g.�:;. .,,-r_,. v.I`•.. aA Sd '':r�,A..r�"f . t 9,2.SpErEFr ._"L-E FPACAFEA G" -
E wr wln'�' t_C ',fiu cr rs.Y"!+. vA D P:# 0 sP
:Rm4' Ak:L wp.,r?;"ldPP;"3 A N k
'-
rrw�x i!i
P .,FH• AtfAC'S yx...,.,ySx`.5.i-NT r ,..xrT:r a .,ra_ _... , ' 'T: ^ 9,ST dF AST'
_. rv., „, - C' r •,' .y,,.E ..a ._. -:•: -..,.. .a
2'v '2 T.a 6 ,aa..F.:,c.6pix v}aT,P'ACTS:rd;r'Yta.ate`-'"' T 'xa$.,
-
.
�F
_ #t $ r,*
— .. . . z .
:. r' r .. , t ,.*- r r*:, •� r ,'t r r r
% v -
w ..
. �ry
I N � i � „I'.., t r F�:.,,;k ,. +#' sr.m�� �
LA4V SCAT EE j.. StI# } - r ......... .........55a III)
;
, r
i
� r r
a .
by KEL02E WLZ rw e
;
r 33o oD
'., J I I
_....,_ ,r—._ _...-.._- »..-- _--•'
s k1Ykr ri.:.. ki4Y t IA _-._• ...-,s.- _."'
N-.
jwZo
zmzu
Nb a ..p2N t4 ,
:
: 1
a.:
, .-® ..�..®-:®.i ... -, ...
; • . , bS
.,....w .. .�.... ..
.....: . . A.++� A:�y w ? ,c} Q-r .x� ax r?s!
ALL ecrQt2E You tGI UTILITY CONSTRUCTION PLANS
STs , 71+25 TO 85+50 FDR
'.,ram k: I4•�vke�a n.t I v a a D�$�tYP7 E€��I"IeStiF$�
a MLL JOHNSTONJOHN STON COUNTY
E!jGFIL_E SCALE,_, aMr n _......._..,, ..............® and Associates,P,A.
HORIZONTAL FAm .arm :r EAST CLAYT N INDUSTRIAL A ��.r.
R X ?V rfF I rnc: sP ,..FTP I _n A
:. _.n:n#,. North S,:a rQ til,S2re:,�z3Yt i«g usll ; =-„,vi;.• v y_„r R,rc[Cx, , L r P - '. 2. r rr. I
xa t 4r4 rE6 E&P Ita V#S.tn StEnE.
t �x fyvEt;6 55S06-4+r14a0
+Ar
VERTICAL 16, r aFi { + rG .fit rF• WATER TRANSMISSION IMPROVEMENTS
tr S SK - 1....
# R„r%R .. r i '' p#yyttC 22S2t
6 ^ a ; YTOP Tt d�aHP- 4ii�TfFvUY, LC_4+E t...... ...._
• I ;= a r zL. x I•"°, ire S: a a.';•• .. y t'Ott" .! b a`,:,. � i7z1� A r? .a:x7; f� r A� n��`5.:5

, � - .., .s: ...:. x 4 :i .. Y �,+t u.a... y a��"�,: .� ,..:. 6 � §. ..v`a$.• F S-h•T .:.� .r X - -_ 1,_
. .r,;., x. +.�°:...; :: , .:: =a .:..• ,,. F,. ,. •.. ,.. v,. wa• � i,�" ':x� �.�'::`y.. # apt: a :},�}n
., ,.w:• x= a, �5 a Tsm;#, t. •� :f ,fk :X, ,.,. � _�' :.1 '�.�� X 5�:rt�` � * •
- � r. � v P�..,.. } S. 'sF' , fr :.� ... � }"x :;5�„ •m.,: :t.SSr ,.... „4 �. 4a a �is5 *+" �,,#,abt $ ,d-�.T., ,f
s ..,.x,. }M1, ,v ti•• . . .{., .. ry 3 i; 3§. .,. ..$t 3, r ,. y, +}5 #,~&•••d7 ..w.�4tin.i Y ...:,t ,
� ::.m # .. , .;:.; x .,...' ,� #' .fig,. i: a'�'r ,rs •:R
xx F
` s "' • .
rY.:;'kG.'S+ _ . ..� . : '..._•:,-,:..: ._ m:: t ... - x®x
.S�..n N..., • � A,..a a {tds{ .�,. .ip+i
:.rm: v 1. a. .4:x' :, r r^• x :: �:-. ..a i:� t x ::,#, _
rhr .'.+�.$ '�
...ma" +.; *' �' r ,'.'. • : . §r•.•..+'# w a -kx:
k i• ..a. ,: a. %�.,, ;'::. { ;••", a :7 �' ", '��`P kk�...4 ,.fie �y�y ...,q #'y•' :,:Jr, ai
an
m
,
i
} �"• §r.a�f„:�... ;3.R�,§:k m r u S s .. -.,m''-% k •}-,. .`i j } � fi .d, ^• { ¢ t k ,. r, - :
£n xe Sd&mz ;y#®'„� ,$� *. r. �' t: t v, • ."P":.r.` ATM' , £ .:'*.r.£ ' '�'• }}' __ 8'.'�r-y - t.-.
f„ ... $} '�,. c �y;t 'm,.,,.X ., , ;Y , v tom.�.'s a 'iS„ "'a •.:ktv .x +cy ,, r: x i ;. r$d,,: N'�*N s J1. t..
r~'. - ¢ +kE<.�rt k e, i#.f +f r �_.'5$7 , •,�,.. :t Ls.
P" •., ;...fir
r. % A :' * 'z' :$ „Q,+ 'fir`*'^�' :": �. '..:� _,Sr
g � 'Sx7� _: X e miksa�Ataa to 4et:. `.
0 �;p';;u�$:; . ...... t:. .. # � r�.�a�#'� r r �
: k r,.: .. Pnt Na',`.?A 4IHNw..'4 - •#m, ,R { " � 1.
ir
k'*. 10
_ - - _�. _ + a•+.. .s r "4T x - a0 z, t':.... ".cti;s uk i wa Imaa:-r,
m
.i `4a��:v a k. ,.:_§,� e ... -,--.---P,.�_;..`•r--,.. s : P ey �,�, .. , —, �,m,.-�; _ >,,..,. ...m...«»m. _ ««.__ _'_"_ __.- _ 5.
:fir r.:: ,R}y.., n.r= a *.::.:�• '.- , „. a. ..°¢....::irm 'a:'; .tx —,-. ;y. � 'Sr ""-_": ': __m-�.. «._ _ _'_S; S N^7 u^:•t 8 5Y i.,='n runt"
,,r � 5,x r.,.. i. - .- ,. fir. ;i,:.: >•y,. t..ti. rP .: ,:....vim .�.� „,. �' — —. ®�_ _ ______.. _ -." __' e«_.__ ..
}}�� ., ¢ ,. „r:. '....: : : f� ::.. 4. e ••r �. � "F.fix. M jt"=•rt ».-..,_.,.:...,• 4 .' � `_ ... ®:I_ ...- :., _ _ _ •,...,....® _. - ._ �"'� - _ -�_e _
P �,
Oj 5'AV, �frba:7
}
�• - ,. ;t : �. � '•� 'vwF `;,�.� _ SRS:P EMP aC..i'sT+PI
i
-------------
C RAILROAh - —
�{
•,..: a '.- . m"t,e +,5.^vc ,dx sw okroa ":fm avmom_. ------------
or . _-- - {
ilk
''k " ' � S .r. �,. ,.. 1k•:.r'�.;,�m. ..�,.,.:. .` }_ .. ., X.g;. „3 v 'k "t
•, # ~+. w ,"€. *T.:xw ,..x E : .a� -,•:::: :3 ;w, 7� , :aa' },x .,:,.a .�: ;z�,_.s ry,•# ,#- ss
t :•
itUi­
PLAN 3GALE 1 SU
y a� r
r
.x,__..•- �,..'..rw r,t�_" _ -
w
! r
sK�w' � aerrw
i
iVy in
Imagn
I
_
.t a',At:w t7 at,i
... w.
jCoaa
1.
21.
;60 co
! •
I r
i
r
wi: .;. .. ri: .:. .#: .. ..;
n
......�92 i y......
... -:: tl:}m+t ,7.-{7 ...31r.::7� :G'Y:.r:. �,�=n... x y,.- t•.^a* an,*::'7 9r..w n }-.+.�" 4d..fi 3 -_.. �:.:;,,., :yaa"... }§v�y1 � .£: n�P�. _-r A.t.r;: 4�+�: a},�.. ....gS a;'d :iR'x." 2an on
,., .emu t.r..." ,.. � h a ., ,. #.. t., ..:. i°5"_:a. f..F=.}.... # .._,.r:... #. .. ,kr A.
�cALL 5 FoPU Od Oii5! STA. 85+50 TO 93+5fl UTILITY CONSTRUCTION PLANS � Dalton En.QL1nee!jqq —
x
PPOFIL€SCALE. - -,,r a JOHNSTON COUNTY ���a; afld ASSOc;lates,P,A. _
® ,
_HCIRIZOf{FTA! t'r .SJ.'.. EAST CLAYTON
.
-- IN....D...„US..T._.R.........€.mA_.L®A__-R-_..:A..._ �
JfzA east main sai t (13f 9)550
-_a...
zaa4orth:Ga—itait One-Gail
VER71G1L 10 u,lS$F Inc, dos 426 Fax{9f�S)557_47$1
.
WATER TRANSMISSION IMPROVEMENTS 4'A its- t krr ,- a- r
•* 2-k9 us sram ac zxsao
ta.d3 i uUAYTONTOWNSHIP JOHNSTON.�HNSTON COUNTY,FIC ant i _/2 R-41lon!111,;
:ErT.wr. ..a}. •*,.�,h k'.�.:Y:.G� i;3.:.3 ::;;.AIN'h[ig w 2 I ;} I ',c�5x• i,Mr;'�,;t't ormww CS3 Shle: C-'#.

�' £� i E - y.. : }a-. Stir.: .Yt.- '" �• .d :8'tA,.,,. .v:,4 P.. ..... ....-
v� V,
ydF .
177
' g.5 + ry.
ON
a 0
� a+ _•� `�•, ,.-.,. t � fig `=��r a �C`` _' � s �t s" �
. a
r ,T
uj .4„EE ! k� 'X`.. ,'v+,y rw'• i ib y m „
� 'td¢„eprPc 15-4783 � .p i 1• d �. {.
C.x ? z. •�. e. 3•
-t-X1*1AWXR NA
as euss W 0J.WARM
,
d
fj
i
r
- fix Stu:.`_-.,, .. , : ,: ;� :. : :.. -:iv.x,tr •.- ,.�, £3� � _„�"'�*..a .:�,$.+
r' t MSS' I0
41
r ¢
n
y �p v
R.
s 3 x
200'Eft �x.w..w ., �I r - .�• � �C��am � ��,=t ��'
f.... .` O,,c,qqf,NO A '� -•,e,,-_rc P.E"N wTS S - __
•' +d�€„I� r rex 2.t#..4"_A•3 FBNY F@k kY.Ai� 5 3T
f -
3;-,...
gIE-
xr n
b09E
I
1
....... 7'"'m .. '+. M4,5d sv,d :: .-.-_..,-......_ r x,�x$:.1.4'„RJ dtJ,SS 4J�t6' - 'dEr•SS.K ,m F"c.,
.® ........ .,.: ........._. .._,_..._.... ,,....._ ........... ........... .......®...._.-..,. .:.: .7_...:—...... &.®. ,:. :__....,...:.:±�.l: ..„emu.--�.:•.� ,x J-ems.
I
r
{
I
I
tr
i t I
M, ':d.:
7
n' N':. 's.:. x. -t, M: r,. m r„ .:.; %'k 'xR 5•. ": •. x'n
r'd -� ]..._.. ....a. .....w �,:.. r.GU:. «+;�y. •=A°.. _ •�i ii, .,-e«'.: .e..,t. ..�,,:. *::+,r• ,.x',.:_r �:':r�i,. ,.:. '> •.. .r ,Uc r� „,7a.r,. i
2.. -G .3....� .......:w� :• ,.i as ,} .. .�}. � :'•: .� ..$*_,d .,. :,. 'C"J,.wr '�.:. t..t.,'}j 1 ,,+r.•. •.i;.,5 2s;i:! m'J. I r+;nl: IIu+3S$
CALL BEFORE uDGt STA. 99+50 TO 113+50 UTILITY CONSTRUCTION PLANS Dalton
t� ' F
PEt{7F1L CAC « :r JOHNSTON COUNTY
and Associates„ P.A.
,.
., ,t
HORIZONTAL v° 5o' 4 s w t } EAST C YTG}N INDUSTRIAL ;. u s 444 E+pt Mips SrruoR ;913)Ssit�•740
''+'rn"*x 'korkls CarvCxnaii3�- aIC - r :r t ^.
UER."ICAO, C r.A to,
c
..w..« ..._., a - Rr C7.Ecrx t25 fax C9� C S5C#-d of
C"aer,CrS - UP E 4
NEWATER TRANSMISSION IMPROVEMENTS �tdy ,NC azsao
4. 1.84fl=a1"c-4k' -i �C r "r.
GLAYTON TtflWCdsP1P•JOHNaTON COUNTY.Nfi, �
Job: .} s,t # Dot, .:}�. 7E+.kiom:001.....
7

m 0 X
f
r4 b
t
Z I{ra
� y ¢�M•.�
. } n •,. try k � ���
"._"""_
R Yr S! v.b d•3 �,.'., �r =" i F t �tTA r $
a ..
,y ',x{.,$�`..,.� ' r.;.J• ...,.
,,..;.- .. ..:. .. .. , :. ...:"a � ':R !'r't :� � � +� • itif: } r=a'�r .r
��� tttttti i *_I r. �"* t3 rr,' to ':+;t%• :n "4AA °v r'.
"'Oft 5 ay' 4 h
mv—
� K
4 h �.p _I t n f •� -:. ,wry.. bt S' rr+tr e4 t x3'tt R ....
�411 11
m
Rtt .
Fa i
1 �
S i.£ af.I±l.:ri x� ........ M t�r t•.w"Y'� axF v.xr&ry y+ "w•s'4 .r
n
_
{ fi
1-9
r er�. m � �, , � :: �. �a k� ,rf � _+" at# �"�."�4•.�"tt
:•
} .16 R R
t .S
IR..tti r:.
f A
s R
.......:.�....... .... .., ..... ....... I � -� �k' tt � rrt' � �'"" �" +, ,� v �.
r
ti•
t 7 "Q
.}t G..r�l ..,. ......_. ......:: ...... '. „k ...:........... .. i m 'gym' a;, i� fi F��, ..� .... .f $• x
�� }}
. r ,x ". ��R. � •w a �.. xr .,t .�r'" xr �.�;
„Imw
;rr..'.::, ... i, - 4 a• f �a t.:. *•�•w * �Rr nvt ,
>10
5 ,
t 10 "� r � a, �-.'{.
[} R
.i. 7 ' �
O
m w I t 7i k r j
r t
{ _
44p
;UT
t t .
: t ` I " a •~, ''�fxA �, t a• .�, sF -Y � K F .,,� r t P ..
� 5
t Y �
to
mim
.: "
TY
[ t a
t
r
t
y ,
i
'�1tfl r{YStil ,..' ;. ] t !. •y�:. f� � kj�,r � , r� � ' 4 ,4.'�mi.
m v. �} i.... '. I,6� i::.. ;. 3.: x :, J ...r+ r t- x � ,y"N�'.«..�,}r 'a �• � sL
a �
f
vx. �" �tett.es .... .. ......... .... ._.. .... ., i :...:..:........_. _.._.... '� tj 3 ^"a ". '.M.t +," ,r• A
}
_ .��• 4} �I # ,'# �t�� � ���rm� .9?�te4y� r.• a *� *ems
„ , } =;'roe+..... .... _..._....... — $
¢. � ����'} 7� t• -r E- t:i t "R.a its�Ct�A`F x ;, a �•
a�
I �
1
zax � nr
� �Q
u

+ . Y
0r v ,
�.
_ j. f '
P ,
a .�
r
: v•',. � x .
a:: } ... I�.,, 'ay.,:. t x ., ,..,�#x�� }J'v$r' .' S e Y �, {' ,r irY r� �-�•..
�.�.'s+., {
'.f ,7dP`:4' In a,..
1
f # ;
o• .. � .,, ...:,,: E -'.r � ''• 4,,..t¢ +.' :.y, ,x -. �§. 9 -:act_m i.7 A' A.
' +f "' ': .,, $ ,.iw i, ., .�r: .. $.xz. 'N i:. .r R , �• / er N:�un�s..R''�'tl F*,.•r ��r s ! �i,,,.
rx.. ,r I ..•' ..y.. $ ...$ ;•. rr. r' #rxy;.+'.....xi* �': ~.< {. {r .''
.' .•,: X s� ... z., ... #ri.. r "�- ': :: : �a
x
.. .'. 4y...r v 5 •., , { �: �e '*". ,, :! '..5 EX `a �, .. «::: r ' .>• ..' S�r i5 - .e�
fl
E+?T
.� .: t 'Xa4}! tG t:: o•f '* a.,t � ...3 S „{. + + :..r y. � &'S.'
.... �w%'• ...�.:.�Ix Jt x .:may §
.Fh^v., :.�
x ;.
=, x 14'Xmw.
, :g X e .t :' r 'a* t ,{ f ;•`'' \ +„ I x..
Xr M
tia •�r.. S, at ix 4., .�t' ®w, ' -vat'' � +.r:.. _YJ{a. � ,.
na '
iq "v F
;x. ::. ry'm 5..,5 ,..... �,,�,y.,.,.. '�1 t - w�ti ,, m :g�� .. .y R x`. 4.,. ,4A•g r�Y.r k5 r rxXr
.. ... #. ., '.� +�«' a' ., �. .'�: .r� .a,� :} %.k +,� ,+..ik dH£!S xy ....,. ..xt.r• # ~•,'t �✓: ;:"e'. :t.
' ,.. .,;�#TM�,.. +r. 7 J. x m. "+::..1* r a x:= +.'.` , , 't,.:; f "{.:.. 1'•} r m,. t r r-'.
.. r, t + � T... . . � #Xkra-asm ti rrwaT w �.a +, � .• ''� �.: i � M'§" 'a�.#>•}
v
• i#... a... � �' .....: .X�ert,,.tr+.eXa � "�' 'm.v'x:.. �''kr � `•ri' ... � . " .';••� "�` ..v ,� "•-~;: .'�„ }.
4,.''85
urn iw
".;. .w.:, a;'f �'X , ', .• .. F ,v m a}"�€ �:. 9ff 4 S'ff 'az of ... t �a'��y, x.. !�'
'#L'JL"I aS
VA
V.
v+ r. _. � a.,, ,. .J .e t". �`�� ".,5�. rt,".. ~� _, r ,• �', +n aaa vs,r�x� %I r- k. _ J" +°� '�'�
' -i xi �:. � •,.. x � , h+ {�; ;*. 'r ;: _:,„ 'r. .'' ^.-:., �•"d r::. r
sk
i t't �r t #ram
U .. aF'� f:•:
dx
, �.r� .- � ^, o- � '� x+., 'm: `k 'P , ' x�d ,�sx 5'�•'a t
.,..
;a'�.: �.' .'* � ,t.. �r: •: � '�:#. �L a"'ct�` : i
. a t .n• wa.:;•, .#5, _,#: r y , .x Gt7
¢,#F'.� Pg x
v.
F
.r. :. :.a� .. r.... ,,x.$.n •., M+tt ,,+....,v t X : 5 ." a ,.• may. �,s 's+ y Xa'FA .E.x..�F yA
z• x xr d .... s= i ."1 - .' .fi
�,,�
�! ,
M
, Gp^n ,E
wa.rr ;a .. r..• :.. +' :. at aun ,. ., t y d3: x '�S i.,:.A n � i,' ',#`�,,.
'N+a.,,•,5: w "p
P} t rT'. ,�, :v t xa•' 'r 3:. ... r'�'v { t - * { {{ r•-d' 8 I fct i a..,.
,.
...vt..
.. .. :. `l: ',,. •` fjl f: r$,. k r' yT'±�'�> k,�t.k', ,:,x �'"#�� k
. ,
tdi.: r:£
a.. �+�.. ,#{ +r {TM ,x 4 t,: P {t" +',:+r, •'a t+ '#�: ,,:€.%.. TM���' ,•r' S
r:
Oil
f '
77100' ;:.W _Y�xe - # ., � tea,. Xi y,#.
'k et h A- SX
�• s ,. EXSS1-a'X� :r;
a '#., •:.:_ .r...... r ..,: :.. +X X�:,.. ,3-a¢:# , _..v•+a, ..~ '
..._.•�, :.:.:r .g� _':' :� �'�GAE�: 7,�.�{� _x.. .. .:.- ,..:. ", {. x �-,.:## w�a,,.$ a.x•.x#$ �r a.,�� nx.� }f,.
.:.�x :,..a m. a + :•« � .... y ,T # dd xrt: g#�tv.�a;,
IY
V: ad.'a`r' r' ml
-,5#'.X';- .Y kAE.s.':JE"N-r
S 92
SS ,'d1
4 f 7!ro d 7 5 ft#'+Ga i7t FSA':' 7 x1., +'..+„" ::.g.?,fJ'.CA.R'.,..
j � 5
'i m A5:3.:2 An .?mx�:S.x�E'''q-µ•
_v+... 5' .m'h'='1X'!, ff to
ys
VT'. ,,.+cm 1pcil§.Xa.y'G�, 5. * [. +{¢X.?, e{,%2. r J airM
v td 3.t, H;.�A®E i%rti ITA "Jeri rIT2 .
_-i +.'::. r;.RM w.R -7SAK e:�.
z
r
. .._....®a®.,.__..�_,,,.,,,_.-_„.-.-- .. .....� 1 .. ._.- j.._.. J5 •.} .=U Y.b"a'*.XauN.i�'� N �.i .. _
F _
and sC!8u
Im.'sC'k a ro q q; r a kti tr JSk:t'!XdX
rft;;y,. ! ,.:;,,m_,M '.vr✓—..::_...-_ _ ::::. " 1) 6 17,tar cfi ..>f;N P,, `."S A7D.'.!::i+:t 1. #Th r'ET rc 1t '€" .c:"E xiip�:y • 3
i .... �+"w.a tt" _ 1 �', , ,i c'G "P Xd=a`.Fit t"x:.
I' a,
0� vas+ 6�
� a SINi
t
Ikmm
'I�.v. ::tdy aft t.: "F$x•#�p:;...+' ;i .; 7. i.
r
-
azc.ax -
fz,,. ..,: ,` H T6c.W.
_.........5. #_...fi _a3 53. .,#�ae. id.a..•... ..w,..:.,... .......,,. ...Erb:.. }y".aYk. ':dry: r}2tS.l,' ,:•,,.F .,.r'*1; iai.+t*;. z,Sa:c.3 °-5a r.,'::a.s•:.s •,•x'5.,,. t::'.fi+Y! t::. ,..:,} nr�,.Xi I ! ,SJ+i. 'u,:.kai s4±x J.,..� ..ia...,.,ar ,dSt.:r3�� 14it:.ip
CAL4 5EFORE YOU DrI -'
e r STA. 127+50 TO 138+25 UTILITY CONSTRUCTION PLANS
lop t1+5 � :'X'1i xr D�lt4n EEI I G'e�R69�+
JOHNSTON . .
PRtX=IiE3G4 E: ,....,..,:,... iuv ai. ,a''er ....xt{X ..�:. .®.__,.... -_®.®.. r. I1tI,�4S*�CY.G# l $,P.A,...
HOR17ONTA1 5"=50, T
a t arx a 1 e xa*" ,ca;. {' r .t:h T C R,:•:r 4"-.•: x .#&$mlt M4in Street (E19)55Q47,nt
YTON INDUSTRIAL AREAv rai 1; : r EAST
dfarnc i.. J i
WATER TRANSMISSION IMPROVEMENTSIr
eat nr.:#C zrsxs
CLAYTON TOWNSHW-JOHNSTON COUNTY,NC ae. ?z::}4 UsXet ''2E.r''.+"r Re•+Ia1—001
P. ^.JI.1',

.... ................ - - -----------
7,Asp"AS, TO ml,
FX-E, ARA
RE COURSE
ASPHALT. y.
E Ra.E. YM1 7
TING VTYR 8 ATCX EAS THtCKNESS IVIN, r)
SLRIED I.W—
SELECTED eACYFli
I �CIP,MLLI FIFE LINE TAMPED IN 6'LAYERS
TO 95111 OSUPACPON 'N
SECONDARY HIGHWAYS
.. .... ... ..
­r_'=;­
WN�EA
%.MULZ
-HARNESS RESTRAINT DETAIL
2'PLAA-MIX ASPHALT
OR CONCEETE VfX
SAW TO NEAT EDGE
NOTE PIPE SNAIL BE'MOOED UP TO PAVVAENT
SPRING LINE AND 4*414UM 4'ML0W - - :41�1
80TTQM CIF PtPEW"SN WIS'AREAS ARE THRUST COLLAR INSTALLATION
ENCOUNTERED,
HAND PLACED - - - ASPHALT BASE COURSE
WSEL C PACTED TYPE K
BACKFILL TO IFT. -Z-
ON
NIA%�l LISTING micKkEss(WIN..S')
ABOVE TOP OF PIPE �_l
277�__�.WTIARSED EARTH
ISLIECTROPOCUARWERiBA"SAT lV7 ON T
------ CIRIffePtIAT IRENDII,MAIRKERBALLS SkALL SU.ZCTE_D EAMFILL 77 NOTE, ALL PAVEMEA, SHALL
THRUST BLOCK DETAIL
TAJAPCS BE R EP I RED
SECTORS PIFE ISS INSTALLED AT I TR TO 7 DEEP D S.LAYERS THE SAME WEEK IT
T
0 95%OeMPACTION
W[LMARKIRA BALLS SHALL BE iNS-ALLED BURI PIPE IS Ul_JT
SHAPED SURGRIALE CONCURRENTLY WITH PIPE.MoBouSk LINEM
SH. SAL0IFALL NOT OR 11,01TA"FRAFTER
-PROVIDE OEAMN93 -ty
CART ENTIRE LENGTH TRENCH HAS OMN CIOMFLETa
OF NIRE BARREL BACKFILLED. PRIMARY HIGHWAYS
TRANSVERSE AND LONGITILIDINAL CUTS
WATER AWNS a'O AND SMALLER SHALL
HAAS ANINUIR Orl CO�WL WATER DETAILS FOR CUFTING
MAINE L*RMR THAN OV 11HALL HAVS A AND REPLACING PAVEMENT
m"WWR4 OF T-61 COVERL
PIPE LAYING CONDITION
CL
...........
STORM DRAIN STORM DRAIN
PIPE CROSSING DETAIL'C*
PIPE CROSSING DETAIL'N'
A-
-----------
51
V�4 W71=1m,
54N_Z
2;
nam
w<w
`T*H Ew—W.0— PL%i VEW
VERTICAL BEND HOODING
STANDARD BORE ENCASEMENT STORM SEWER CROSSING DETAILS AND BLOCKING DETAIL
T HTSTORM DRAIN
PIPE CROSSING DETAIL
REVISIONS SEAL CIRAWNSY� SRM JOHNSTON COUNTY SHEET
NO. SATE B-y' DeSCRIPTICAI JOHNSTON COUNTY MIZELLE CONSULTING,INC.
'R CA A
CHECKED BY! SRIA EAST CLAYTON INDUSTRIAL AREA
DEPARTMENT OF PUBLIC UTILMES CIVIL ENGINEERING WATER TRANSMISSION IMPROVEMENTS D-
SAL DATE: :)811.612009
P,0,BOX 2263 CONSTRUCTION ADMINISTRATION
.................................. Z
SCALE; N.T.S, WATER LINE DETAILS
SMITHFIELD,NC 27577 1111 ELKHORM SIR_DARNER.VC 77-�
(fiq)U94933
OF
Pfzoj.
i6

3
Tninx
�Nr S.im Ta°T#
{' coa�o:.rwsa.
i Ko iMtN StfA}A'#' ,wr"rtuw.aarsR.r rv:.
E F{'.Ai faPk I£kt,= z , { t ti.... res•._' s%Wu.,:
'#'KtrrJS:ink.SY W.T.NOWM t: WT0.N4! ru
/j
MR R,}AGAWFl4. #aF` Pir, !4ai§^.5 #W RaTI
= tilkt AT CF F'Ff.1Inn
e U'xN Cc NKK, a w ;ah9 '?x
M5 ,:i3:A7!AGHwfxtaf['h in RaaR.,
WFT4P-t•IM STkFi.t 0E
Mom. UY�xF^•ii f cFNxY..p A�G,"S3�tinMKtE
7 ta, x COW GN
UTom
mfon
'N.mF tv T'PAW ttR i 4 i 5 7 b lstkG
Q+94rvtl N#tlM:I.E AT Safait"Co.Ec i.'
3 'z Tn A
. •f. fStFx �� � axto aSStvai t 5 P:sifi'!'n.0 S&Hs''S+v+! FPANi?ShR +*. _�. R ,R
„W RAw w .-,F"" ..am ni, M#tta ,P P:2a Yt't"#.G_z"SxfYi-iv®:
i,, J. m, it aaRt •SSiwn',a'kTd
J.
...W....._�:.®
"j—' :.
.. �P 9wra "artrau,x xar• t rr ta:.e- CAr1:R F ,cur.dv
a-+<L�R.,h �w::xc } Fa..rexaS�P-;o-x aauu"xw�r, .•P ii..:- , ~.rx r {{ .,
f a�`ta: �wacnare�xa-sa ..
as ax
w T a ,q+&^}pYT wMVnur ✓
AIR RELEASE VALVE IN 4'0 no.—
MANHOLE FCR WATER MAIN 314"&9`WATER METER SERVICE DETAIL
warm _ d .ur+»s'xe
STANDARD AIR RELEASE
T• .. _ r LOCKABLE MANHOLE FRAME&COVER MANHOLE FOR WATER MAIN
tYiSo 9S1 akr .'MTX Say n+.p. '±4+.'^."iIxE To Rt'A'F.
a 4Ka tlk S'F� '1akL :tpRN YSb4f.h4CiP w�-�iWM:T.
9wu0$ W@cTaMY,q +t9YAlH..ra5 '.r'TWe 81UNl.�YeTL
rmrNamex.� � ' J wm« gem.eavc � r
JJ sR a
r
terra=
MA1 , tlF�A.'CJ
1
?� e ' ( CYE.'tbte.7P tWtt
,......... ... (.
x >•+tiTb 8 es.14nREFR y e Sstmi cA R1w4 :. ",.. +
rPS
LeaR4:. Rg,+ASP
. 6 Y.G.. :}Cka1�• Kit '�~� .
:.+w,r-m NhY. (GLh'T930•: 7 }: l .'-r
[�tRyKt TAP9'(�.EE.WLIE OM R:AJM611+X wSGa
MANUAL AIR RELIEF VALVE ASSEMBLY STANDARD WATER TAP DETAIL
b.ro R DIRECTIONAL BORE PIPING CONNECTION DETAIL
I
w�a r ar ��a � fP,awl«
�. Jr POLYPROPYLENE PLASTIC STEP
r m�FF
4
Tx
•�; I €'d .:.� I I i3�, -''I Ml"NroTT� .��� _ .c .� Ta-..--�, r
'k 9ItaQ' - ^ BW? tawre.`, :_-•+'� J'N.:t}i'C {�/r,^J�$J\� rLLeQ 8+m "A+:A
scano" N.Fn a'aPMFxi: f 3..,./
i iw*M
4
:WXa�. 4"G ,Y..� Ra.� �. rP 7M ..:. :•W..xi4lSx aw:vg FWS � vM &. E xmta.t
.fit' a• .. m.mi'.:...: 1
t Y•,saA�+ �"T A95 R-� Ywk.dF:Cr.5 5+1 MY WN n ([ +:k RNr..
5w...m ,.e+'a<SnRtIear me vsn'.bmr .ar C+R+aa,y * 'rw1—
'•
so-»+T
:s—a* o-�R
s::. aroiv.r�4
FIRE HYDRANT ASSEMBLY JALVE ANR Vt�.LVE BQX(NSTALLATIOM1I CONCRETE PROTECTOR RING
ct i VALVE_MARKER DETAIL
�rOX n_
ItEVIStO1+tS L _. ORAWN BY: $RM JOHNSTON COUNTY s SHEET
Rfl DATE BY DESCRIPTION JOHNSTON COO � LLE CONSULTING,INC. � carp
AREA
DEPARTMENT OF PUBLIC UTILITIES CIVIL-ENGINEERING a4 CHEC BY;SSA WATERER �EAST G INDUSTRIAL I fPFtI F2U O E
MMTS
P;0.BOX_2263 i CONSTRUCTION ADMINISTRATION SE� DATE; M16IMS
�' I SMITHFIELD,NC 27S77 iir EL9AQRRRo,OARNER PC 2Tsav r LE: kT ,
M. WADER LINE 6ETAILS
_ _ _.
49

---- --------............................ ......... ... ...........
CONSTRUCTION SEOLIENCE qEE[)�E�D PREPARATION TEE xceFeR
2 t:'!D
-1-al -a-miums.A.- 3-m App.'ed R-CNIA -.-I�Pt PAWRIA11M 17 A� 0
Ni PP.%Ao'f ." -"- ------....... .........
Iq
-p-ftN Cy U.-m- '4-lrw�cwt-ft'zf'�Ommp%&A* Al-.fiA­4AP0AlW-0MPft­ -4
NASA w 4,S-pft-q Od WulmIng.Mar Am n-*mt MoK.
lc—t--, �r-= —.—A—NATTTa kr Ar 3''W x 5'L 2'D SEDIMENT PIT
6 �-PPPmP-DPW— A AIts 4K.-
7,a'1a' erab.4hi aC N,Emh grad. - -�.-�'AAFANNP w-- UW 1-
d"'m OwqIL'I- ke"ot swsRomillon.lompm"Ar pwmwpnk At PA I A"T 14.CIA-ONPI.1�V,3 Rr.C, "M k"m 3 x I W-WONAM IONt-4-00PACINNAN ANPW AM RAP 10 M*-
,W.-t-ft 0-y SOOQ LF ar 15 W-W.g 0.^Nwch-is -Atom**----w%"' I,---
INAPN- -*=I'404 00----I-AA0 .9A-A
WIN14I
10-rk iYei d*dII- MaTo-WD%''w A*004�.1""rwrl OV, -T:l f-1
=M,*m h-CAPP and 0 -NNCad-rp*Wy..4 "1
uA -AT -A-
2 N*W OPPANIK�`APAINN va
fw-- -m� --A�O 1to 4-
^ud-Om 0-1, --1 POP -APO dinub- -1- - AA I"`PA.*%.- I irIos.A$-.0 P-W.P;--,Ut d"6."n$Ph.4-ty --w
ohmw to vAw lo., N-0-m-S.
INg b�-w4inow..9 roc flPw I.h,'sotko Oy N-ANII •cmww A--4- EN"E COMMON.LAE.
A,
2� arx"C"SLOPE A*CLLD BE.0 POPE-AN 1% m
2- SEE SIDNS SHALL Of Si OR FLATTEN,
NOTE:ALL 5EOImEmTANcER0GPN CONTRCLW-d;CZS SHALT.SE A,
CHECKED ANO NIANTNNED WE O(Ly OR AFTER NY RLNOFF PAR w4m TAESLo SouAL LkNOASAIT%iDrF OR .2-�IROEO AREA W;DTP
"'CrUCING RAiNFA�L EVENT, WAD'
9 RIP RAP(---E SECTION THRU TuR AAR SHALL SE C&A8-RLC-wl OR N
!A$`4 00,0*) NxIIERAL CON ACTED­r�F7 S.
V
S+ THE AEOOKN'Prr OUTLET Si,."W.AscIvECE_0
An hD�STQOKC APEA
--.'APc
'*4FC'� %.cm-try AFTER oarft":XZN.
IT T//
A-
AN
P'P PAR HEADWALL WATER IEAR QF—TAL�—
m AAlz
$5 OR 07 WA{PfO STONE. 1--0-
-AA-- �THCX t-a`RICH U(NIULM
A-0-
1, I.N.NAN
A,AmP
AT'Ary-
W.
PERSPECnVE VIEW
—A'
N.T'S,
A-A-AP
6 i% "T
MP Rw x
------ SEDIMENT TTAAEE HEADWALL ENERGY DISWATOR QISHAAGf�HOSE
TYPICAL STREAM CROSSING DETAl V U114,WVrHT
SIORAOC ZONE -P,
2g&TMNA,A READ W.0 -..'A--
_OER Lu
rto"a
�7E Q
NATURAL CAPONE,
,to. ...........
INVER Lu
F-Ow 9
EXIST GAPS—,
SYPASS PUMP
V7�nss a RIP-PAP
OHATR i f/
u"Imum Smm-"T. L-16 OR 157 WASHED SUCTION HOSE
(CLrAN OUT PfANT)
QRQ'ss 5ECTON
-APOLAA
STONE CHECK
FLOW
A M T 1110
ROCK PTPE r.N-LET PROTECTION
Q —ID—Er L �r',,A
Q IIQlPEPVK)U8 DIKE
r
IMP v iOIJS DIKE-Q E Ell DETAIL 24*Rj PIPE
WIPE FENCE
NOTIE:CONSIROCTION ENT,RANCE$
gig= 7 �EWATERING PUM PLAS-Z,CA P
10 Or-INSTALLED AT ALL STOCKPILE
YARCS, UNZPDil;ETITS PLRR YoRe TIE$ STEEL POET
IDECTION OR AT THE DIRECTION OF ENQINEEP, OLINATERING
.,
UASS'ff`AW-RAP PAD 9EES g •
t-- QY��ASS P U M E I N G DEIAIL
-�
P'N �iEo GRADE
�5'RED L' IS 0-18,
Ir PE 4.12,
24'aIllr '.'6'
--TAtL T� F PROTECDON
_17
2-5rOUPSIE AGGREGATE
QN, TR L Q
AMAE FENCE S— C Q
4ACh ASp�%AGOWW wNu PC agoom A.Ac'-P STEEL POW SACKFE-L TRENC34
A COMPAC7 THCP=GHL'
FINIONIED GRADE
ca'A ......
Po,aft �KAM T Fk W A MR.,k-u0savom cor
T
WLLIXV,k"�t=I�,f��E P1 t,:*O lA6Z CA 9-1
-1k,S VT' OR 7- x
-Io7 lm=2 3,**1
�,ANOP
iACLtDIA,',S-CZ yE-ANIAAJT ANPEll
Nwocx'33,�mq'xCV.C.-lE -cm-nAT4L'O SI, ...............
A�+Axm AREA
SECTION VIEW
Ace.stea amcv=ST040
ESKU-:1 A'TXRJ974-.3- I'MCC MANW-CWK,
R;R AP P LA w sm%!T 'ERA —F—F—N—Z D�— —TA' 1 Z M P 0,--F,-..A..R Y.—t I
NIP m P-1
REVISIONS JOHNSTON COUNTY MIZELLE CONSULTING,INC. SEAL DRAWNBY� SRM JOHNSTON COUNTY SHEET
O, DATE BY DESCRIPTION
CHECKED BYi saes EAST CLAYTON INDIUMIAL AREA
DEPARTMENT OF PUBLIC UTILITIES CtVtL ENGINEERING DATE; 03 6r2CG9 WATER TRANSMISSION IMPROVEMENTS D-3
P.O BOX 2263 i CONSTRUCTION ADMINISTRATION '33 "s
SMITHFIELD,NC 27577 i titt EMP*N NO_3AXAMA,-0 2TSn SCALF: N,',,S. ERMON C004TROL DETAILS
T-T IT
FAL�tvill uf^tlm ,A PROJ.0 OF 99

EROSION CONTROL LEGEND
ROCK PIPE INLET �
--� PROTECTION
I' CHECK DAM
#a REt3Aiz
i SILT FENCE —r— '—
DOWEL DETAIL NET CHANNEL {
3 Y
PLAN VIEW
LINER I
G •, : I
. .� BORE PIT FOR
7 u R BORE &JACK L
-
�� "a
saran,
4SLOPE AS RE.G'eUif-iED..
`x..:.r. .c.cm;ow-��v so..•arvc aE ..:. ° t OR AS SHOWN vN PLANS. WATER BAR 'yam
I
,
A w
mr �,
�CCPICRETE RIPE
: xw 6OWEe:(TYP.}; .; ...
A€aCi GATii a NAi,t s53 St c.. ,T —_L ®.4 ....{
31
TYPICAL DEWATERING BAG DETAIL --
x e OPTIONAL CONSTRUCTI(ON JOINT
FRONT'ELEVATION VIEW SIDE ELEVATION VIEW
HEADWALL DETAIL
L'E.R OF I I.C' MAMMA
GA 57 �4A c S o4e .:;GALVANIZED HARDWARE
EXTKN,ZB TO TOP OF I,A
+O .
--STANQAR£` VETAL POSTS 2` 0' M 3M)T A. k ;� x \•0
-e rasr+, ... ..
Sa_
R4T MWE:t C TO OVSP-AP A-••'• L
HARDWARE.CCO-114 BY 2a 7NCv+E5
m.
Yi SSEL TRACE POST .. •' *,LL
'"REF`-NCE 'y AIERICHA`^WARE IXZT,4 r FEtiC£POST
ON CN ARE PENCE
HAP.OwARE GLQsN '. .
FILTER cF I WCIs CvA.YE ER
... - r.® nAt-iii
. C£ *TYl 57 Wk9{E6 S ,, AC:^DES a{tx£X Ar0 TH-RE IS A OW A.JR;. U E#w FLOW DIR£CTty S'EEi...FErdCE POST SET
78" Rk AP, F SIL POiCZ
" F eIk .•: .R,i-5 lu 2 FFEx ARART'' 'MRF.r c
v 4
.x
� 3 7
*r�Rll
7 WASHED VONE PLA;.ZD TO A hMHT
CF IV-ra %+ommm PROVE TCP OF 3ox .
•,j 'I -t 5-A
STANDARD CATCH. ar1Si 4'.gRJ INLET P[t 71`3uCT1!a
...m —._..�.
N.Y.S STAND D SILr FENCE OUTLET
REVIISIONS SEAL DRAWN BY: SRM JOHNSTONOUNTY SHEET
NiO DATE By OESCRI�MCa JOHNSTON COUNTY CONSULTING,INC. A <
CHECKED BY: SRM T C 61N INDUSTRIAL t AREA
DEPARTMENT OF PUBLIC UnLJ'nEs CIVIL ENGINEERING WATER T ISS�}N EM�'1R0 M NTS
- P.D.BCPX 2263 CO U ADMINISTRATION 5 031,75
DATE: 081'D,=9
...
SMI7FiFIELD,NO 27577 a e EL ,mAQR He z sa X W SCALE: N.TS EROSION CONTROL DETAILS
- .-...I ='"*VILM3: -a�T. " HFADWALL DETAIL-