20030525 Ver 4_More Info Received_20121120

FW: Stantec FTP Confirmation - KERR FARMS . Page 1 of 2
FW: Stantec FTP Confirmation - KERR FARMS
Prado, Claudia [claudia.prado @stantec.com]
Sent: Tuesday, November 20, 2012 1:16 PM
To: Strickland, Bev
Cc: cisco.garcia @pultegroup.com
Bev,
The link below will take you to the Stantec FTP site where you can download the pdfs of signed Kerr Farms utility
plans If you have any questions please contact our office
Thanks,
Claudia Prado, P.E.
Civil Engineer
Stantec
2127 Ayrsley Town Boulevard Suite 300
Charlotte NC 28273
Ph (980) 297 -7659
Fx (704) 329 -0905
claudia prado @stantec com
stantec.com
The content of this email is the confidential property of Stantec and should not be copied, modified, retransmitted, or used for
any purpose except with Stantec's written authorization If you are not the intended recipient, please delete all copies and
notify us immediately.
© Please consider the environment before printing this email
From: CORPFTP @temp.stantec.com [ mailto :CORPFTP @temp.stantec.com]
Sent: Tuesday, November 20, 2012 1:10 PM
To: Prado, Claudia
Subject: Stantec FTP Confirmation - KERR_FARMS
Your request has been successfully created.
Please use the automatic login link below to access your site You have also been provided a manual link,
username and password in case your computer disables the automatic login link
NOTE: FTP Sites are not included in Stantec daily backups and are only intended to be used as a means
of transferring large files between offices, clients, etc.
Automatic Login
FTP site link: ftp_//sl204110949 3843503(a)ftptmp.stantec.com
By clicking on the link above (or pasting the link into Windows Explorer) you will be automatically logged into your
FTP site.
Manual Login
FTP link: ftp Hftptmp stantec com
Login name: s1204110949
Password: 3843503
Disk Quota: 2GB
Expiry Date: 12/4/2012
If your site has not expired and you require a onetime 2 week extension, please contact the IT Service Center.
If you require more than 2 weeks, please request an FTP Project Directory. Information on the FTP Project
Directory request procedure is posted in the StanNet Help Center
DISCLAIMER:
https:Hmail.nc.gov /owa/ ?ae= Item& t = IPM. Note &id= RgAAAAAAOgPoLNIPQZ06vHVR... 11/20/2012

FW: Stantec FTP Confirmation - KERR FARMS
Page 2 of 2
All files uploaded and downloaded on Stantec UP sites are intended for business purposes only Stantec
maintains,the right to monitor all activities on its UP sites
The content of this email is the confidential property of Stantec and should not be copied, modified, retransmitted,
or used for any purpose except with Stantec written authorization If you are not the intended recipient, please
delete all copies and notify us immediately
https:Hmail.nc.gov /owa/ ?ae= Item& t = IPM. Note &id= RgAAAAAAOgPoLNIPQZ06vHVR... 11/20/2012

A .
"!�`7 ,
u
rv{
:Y
°=.�i
C
6
^�Y
r ` " \eT J
i
t NION BOUNTY PUBLIC WORKS DEPARTMENT
UNION COUNTY, NORTH CAROLINA
MH 11
EX. y” °
- MH 10
ST/
$, E.
100° ST
A
of
E BUFFER
MN' r
R M '
,;
F-
OE" DVIC BUFFER MH 4 s
/ R�Q
\ MH
�V / UILDOUT ELOODEINE ,y
s
1 V EX. 20' SSWR �e G
RAW 6 -?POP FH-
\\ \�
A AW I'r
A \�1 4-
JA
IA
a T E T i11YT - ,ySW,q A'2-
� a
, MH 7/ _ T
d t\
r•
C,
1
J
N
L�
IL 6
'%
� EV50RU
1;IJ I "
3 \� r
o Y
u \ /
(s1
159)�A��CL rMH 13/
6MH
3R�
MH 8
I a9
IJIH 9 /
a2/
EX
1
MH 15A
Id
20 TRAIL• -
ESMT
20 PSSE
m
MH f5
a l PROP.
Tz I
pp MH 21
r4.
J �?
MH 1D - - -'
MH 11'
/•�'f t \� \� ;!& (`ai i 6 WATERMAIN PKOP. MFI 12
N /') Y C i `/-:8 `�1 t3J I'
�C TAF
L
,\A Y C Ir �. L ,tip 200, g'CR�NM gOF _
R
441 Lvao ` ♦- 100. - MIT 22
h
.F A
I
-
J
`?. RR I OIN
.0 'oo.. f 12.4
T
aaO
Y u
fI Ti -+ Fmk Jr.
K T Hy I YI1H Jii —
IJ GPII TC TkU ., C�
r
J
NA
L VA 1 „N -- -n. «�
1
E ri- k�C'yA I
.
(; a
;:. MILE PEEK
R
Y
SEWER WE
R
fly .
f A VI
N
E
X. 20' SSWR
1.A
r
i
/ I
it
T -
i
- JI
d 8 SE
�" SAN. SEWER, TYP.1 \,A
S
E —
`- �PI_AYGROUND '.
A LOT (COS) BUILD OUT t - -
1 k
-5F.. F'1.00DPLAIN �� / BUILD OUT 1 �-
.e, FLOODPLAINI t
N11 1 i� 1 y '�
Al -
q �0 liyl \I
J1,, I _.
1
d"
n' u
I
S
r 1.
���
e Al
mt A 1 B
a � �
n 4 .:
H118 H 241P�ypFER 0NINr,
L �ICrd co_JT K °.
I
- € I
- �� MH 250 1� `. \\ T. ,srn' r•1`: ,Cri �i Cn
MH i WATERMAIN 111)\ 1 1 y
_-�MM LAP', {�I ;R) 1 R -- AI
M 2 i± WWIC 41 \.\. I 4
I1
'ON
.J! 1
d 1�p1IAI� 0 S y q,
�
! z 1aA1 �i11 I�I ♦ v
�� I it i ' V•.ry v .t,l ,§\
�� '✓c � _ 1�II '�i' "a �'�`� �� Ili �Yw
�v ti
11�v
w \�V EV�10,F .
X, fity
s 8
C a clo si
/
t i, EXIST. FIT
a� a 1
0
c
4
l
EXIST. FH � \` ..
ro i sxu�z Roar FA I xs '
9 - .PROP. � F Lhr LL cRE / F ✓ ... � .N .
i RELOCATION -OMF c ✓1LR_ RGN
e OF EX. 12" s C NINY, L,N
E S11
N 2 F 06-222 �Y 15�
WATERMAIN .1zaY o✓. TA
jI /_..
S/ TE PLAN
4- R'SIING D SAID. SEWER.---- LS -"*
FR0POSF6 i SAN. S -N1FR. °- -°°� --
FXISTIN6 SAN. SEWER. MAId'HC-_ _.
FLOP. SAN, S ='WER. MAISNOLF & LABEL- i
,XJI 11 _ WA -R MAIA - - - - W
ROPOSED WATER MAIN -
LXIS M, WA TER VANE
PROPOS -D WATER VA-BE --- — �-
EXIST'NG MIT HYDRANT
PROPOSED FIRE HYDRANT - --
WATER METER ■
EX '.STING GAS MAIN - - - -- G
ROAD/STREET R; NI - - -- — A/W
PROPERTY LINE - --
STORIvt DRAIR /CA CH RASE
_)T NIIGHR
PGBI.IC I.TILITY EASEMENT _____ _uI
PJBLIC YANG ARY S -WFR EAS -MFNT - -- -'SSE
P' BLIC N /ATER MAIN CASEMENT - - -- FBIF
I AV) SC;aPE ES'' MENT -- _..._ _:iF
PIIEj, )TARN/ DRAlk FA FIGH1% ._.___ ?L�F
VCTES
CON._TRUCIAN `,HSIIL BE 11 ACCORDANCE WHN UVION SCUD:"" PUBLIC
WORKS -FE(E - IC.AII'NS AND NIOA CiAill ' , ^ATER 8r S WEP "TENS,ON
F'OI ICY SEE -IV 'ITE FLAT' FOP ROS,ON 1,CNTR0 ! PI AN
2 'ERS VhL NOT OF SET IF WATER VI F_TEF B�k,S, SEINER _ - 4V- ')I2I.F,
"F HY.FS CR T4FIR A ?PLYTCIVANCu ARE DAMAGED OR IMPROPERLY
POS TIC..NE7.
A . FIGL I YDRANTS SPALL 9E LD A ':ASV BU A DO11PN E C 6 FE.E- BACN.
OF CU ER AN <H l ­ VF A
-LEAF :PACE F CET 120 4 L.
:­V141-11T SYM C11
4. DC V TL INC NIL U]NF SCIOR -.H LL AT Al _ 71AC ROVES ANT
P /AIN /IV APB' 1.= A-ANS ANY ECLI I f'T ^/ H WHICH 10 ELII)/ AN!`
S'. / G 1 A J f. TF ENTERING EXCAVATION OR
F.O LI L L J F F Y F I
OOH P PAR _ 1 fE blHl* I FFP C' I , TIOf )R JRES ,;ELI
IML / � AfI JI AND CR ADIRC I G.;iJ'PLE CU PNU ,F UST RFS 0 Bt
CU: TIEREN AGE NPL_,ED
NJ ICAI _? S1 11 BE AILONFID -0 R1SF )RJUKD HIL PIPE IN
THIN] AA K 1 I_CC ' ;REI FE., NO:F SH _L �T BE AI 101 ED TO -1I SE O`v ER
AL VFY UNTIL lF C Of CRS F R A R!I P 4? E (I/I 11 4 HRS).
ALL n TC . L1,4FEF F DRAT; )P HL * P, D R PF P O,EJ OF
IN AC M .NCI , PREVENT ILT.RATCN AND [RANCH )fl 1(i
ADJACENT I hOr'ERI f OR 0`H '2 CON RJCTIIN
6. 1 'ALT /r M\ 1 A 2: A 6 IKC RNAL WHAT SHAL_ d- INS�ALED ON
cALH 11 NH-L- A, ,F11Y.
PER WATER QUALITY
WATER AND SANITARY
SEWERAGE
SYSTEM IMPROVEMENTS
TO SERVE
KERB FARMS
SUBDIVISION
SHEETINDEX
NOTICE TO OONTRACTORS:
COVER
1. CONTRAC'. OR IS RESP- NS!Et_ TOR OBTAIN'.NC THE MOST REGLNI UCP`N
C102
SANITARY SEWER &WATERMAIN PLAN& PROFILE WALKERS BLUFF COURT
OFI F.R'MFNI TANI -ANY SEWER & WATER SP- FICA'f10N AM S.ANDARD
C10.3
SANITARY SEWER & WATERMAIN PLAN & PROFILE WALKERS BLUFF COURT
DF FAILS.
C10.4
SANITARY SEWER & WATERMAIN PLAN & PROFILE WALKERS BLUFF COURT
2, COVT2A OT SHA'_I- C I TACT UNION COUNTY PUBLIC WORK -, P.RSONUE'�
C10.5
SANITARY SEWER &WATERMAIN PLAN& PROFILE ROCKY HOLLOW DRIVE
AT 'EAST .8 HOURS B_FOj EEG'NNING CONSTRUCTION.
C
SANITARY SEWER & WATERMAIN PLAN& PROFILE MEADOW VISTA DRIVE
C 70.7
SANITARY SEWER & WATERMAIN PLAN & PROFILE MEADOW VISTA DRIVE
3 ANY W011K TEST PERFORATE JI 1NDC F ND :'I ICA 1 ON Ok Of TACT
C10.6
SAN ITARY SEWER &WATERMAIN PLAN& PROF I LE ROCKY HOLLOW DR. &MEADOW VISTA DR.
WITH FIELD IN P .TORS SHAI L BE IN T4 LEE` AT THE ONTR AC 01R, PICK,
C1 - ^.
INIONCOUNTY STANDARD DETAILS
ONIJN CO-H, FY U�JC WORKS TFI FFHOdE NC C //A) 296 I2 G_
C1ff. "J
UNIONCOUNTY STANDARDDETAILS
& ' S
ADDP,
2127 AYR 'EY T014N 3LV1
4. TREES 10 BE ?LAN [ED A MIN. OF 5' FROM METER BOXES AND
B
-1ARL 1TTF V.G. 28215 '
CLEANOUTS.
MH 11
EX. y” °
- MH 10
ST/
$, E.
100° ST
A
of
E BUFFER
MN' r
R M '
,;
F-
OE" DVIC BUFFER MH 4 s
/ R�Q
\ MH
�V / UILDOUT ELOODEINE ,y
s
1 V EX. 20' SSWR �e G
RAW 6 -?POP FH-
\\ \�
A AW I'r
A \�1 4-
JA
IA
a T E T i11YT - ,ySW,q A'2-
� a
, MH 7/ _ T
d t\
r•
C,
1
J
N
L�
IL 6
'%
� EV50RU
1;IJ I "
3 \� r
o Y
u \ /
(s1
159)�A��CL rMH 13/
6MH
3R�
MH 8
I a9
IJIH 9 /
a2/
EX
1
MH 15A
Id
20 TRAIL• -
ESMT
20 PSSE
m
MH f5
a l PROP.
Tz I
pp MH 21
r4.
J �?
MH 1D - - -'
MH 11'
/•�'f t \� \� ;!& (`ai i 6 WATERMAIN PKOP. MFI 12
N /') Y C i `/-:8 `�1 t3J I'
�C TAF
L
,\A Y C Ir �. L ,tip 200, g'CR�NM gOF _
R
441 Lvao ` ♦- 100. - MIT 22
h
.F A
I
-
J
`?. RR I OIN
.0 'oo.. f 12.4
T
aaO
Y u
fI Ti -+ Fmk Jr.
K T Hy I YI1H Jii —
IJ GPII TC TkU ., C�
r
J
NA
L VA 1 „N -- -n. «�
1
E ri- k�C'yA I
.
(; a
;:. MILE PEEK
R
Y
SEWER WE
R
fly .
f A VI
N
E
X. 20' SSWR
1.A
r
i
/ I
it
T -
i
- JI
d 8 SE
�" SAN. SEWER, TYP.1 \,A
S
E —
`- �PI_AYGROUND '.
A LOT (COS) BUILD OUT t - -
1 k
-5F.. F'1.00DPLAIN �� / BUILD OUT 1 �-
.e, FLOODPLAINI t
N11 1 i� 1 y '�
Al -
q �0 liyl \I
J1,, I _.
1
d"
n' u
I
S
r 1.
���
e Al
mt A 1 B
a � �
n 4 .:
H118 H 241P�ypFER 0NINr,
L �ICrd co_JT K °.
I
- € I
- �� MH 250 1� `. \\ T. ,srn' r•1`: ,Cri �i Cn
MH i WATERMAIN 111)\ 1 1 y
_-�MM LAP', {�I ;R) 1 R -- AI
M 2 i± WWIC 41 \.\. I 4
I1
'ON
.J! 1
d 1�p1IAI� 0 S y q,
�
! z 1aA1 �i11 I�I ♦ v
�� I it i ' V•.ry v .t,l ,§\
�� '✓c � _ 1�II '�i' "a �'�`� �� Ili �Yw
�v ti
11�v
w \�V EV�10,F .
X, fity
s 8
C a clo si
/
t i, EXIST. FIT
a� a 1
0
c
4
l
EXIST. FH � \` ..
ro i sxu�z Roar FA I xs '
9 - .PROP. � F Lhr LL cRE / F ✓ ... � .N .
i RELOCATION -OMF c ✓1LR_ RGN
e OF EX. 12" s C NINY, L,N
E S11
N 2 F 06-222 �Y 15�
WATERMAIN .1zaY o✓. TA
jI /_..
S/ TE PLAN
4- R'SIING D SAID. SEWER.---- LS -"*
FR0POSF6 i SAN. S -N1FR. °- -°°� --
FXISTIN6 SAN. SEWER. MAId'HC-_ _.
FLOP. SAN, S ='WER. MAISNOLF & LABEL- i
,XJI 11 _ WA -R MAIA - - - - W
ROPOSED WATER MAIN -
LXIS M, WA TER VANE
PROPOS -D WATER VA-BE --- — �-
EXIST'NG MIT HYDRANT
PROPOSED FIRE HYDRANT - --
WATER METER ■
EX '.STING GAS MAIN - - - -- G
ROAD/STREET R; NI - - -- — A/W
PROPERTY LINE - --
STORIvt DRAIR /CA CH RASE
_)T NIIGHR
PGBI.IC I.TILITY EASEMENT _____ _uI
PJBLIC YANG ARY S -WFR EAS -MFNT - -- -'SSE
P' BLIC N /ATER MAIN CASEMENT - - -- FBIF
I AV) SC;aPE ES'' MENT -- _..._ _:iF
PIIEj, )TARN/ DRAlk FA FIGH1% ._.___ ?L�F
VCTES
CON._TRUCIAN `,HSIIL BE 11 ACCORDANCE WHN UVION SCUD:"" PUBLIC
WORKS -FE(E - IC.AII'NS AND NIOA CiAill ' , ^ATER 8r S WEP "TENS,ON
F'OI ICY SEE -IV 'ITE FLAT' FOP ROS,ON 1,CNTR0 ! PI AN
2 'ERS VhL NOT OF SET IF WATER VI F_TEF B�k,S, SEINER _ - 4V- ')I2I.F,
"F HY.FS CR T4FIR A ?PLYTCIVANCu ARE DAMAGED OR IMPROPERLY
POS TIC..NE7.
A . FIGL I YDRANTS SPALL 9E LD A ':ASV BU A DO11PN E C 6 FE.E- BACN.
OF CU ER AN <H l ­ VF A
-LEAF :PACE F CET 120 4 L.
:­V141-11T SYM C11
4. DC V TL INC NIL U]NF SCIOR -.H LL AT Al _ 71AC ROVES ANT
P /AIN /IV APB' 1.= A-ANS ANY ECLI I f'T ^/ H WHICH 10 ELII)/ AN!`
S'. / G 1 A J f. TF ENTERING EXCAVATION OR
F.O LI L L J F F Y F I
OOH P PAR _ 1 fE blHl* I FFP C' I , TIOf )R JRES ,;ELI
IML / � AfI JI AND CR ADIRC I G.;iJ'PLE CU PNU ,F UST RFS 0 Bt
CU: TIEREN AGE NPL_,ED
NJ ICAI _? S1 11 BE AILONFID -0 R1SF )RJUKD HIL PIPE IN
THIN] AA K 1 I_CC ' ;REI FE., NO:F SH _L �T BE AI 101 ED TO -1I SE O`v ER
AL VFY UNTIL lF C Of CRS F R A R!I P 4? E (I/I 11 4 HRS).
ALL n TC . L1,4FEF F DRAT; )P HL * P, D R PF P O,EJ OF
IN AC M .NCI , PREVENT ILT.RATCN AND [RANCH )fl 1(i
ADJACENT I hOr'ERI f OR 0`H '2 CON RJCTIIN
6. 1 'ALT /r M\ 1 A 2: A 6 IKC RNAL WHAT SHAL_ d- INS�ALED ON
cALH 11 NH-L- A, ,F11Y.
PER WATER QUALITY
ELK M
AHED W
A N IAS NEED EAEF 4 TAJiF_C T. -IAT EACH L
LOT CA, AELE OF
I L A
'1T 4 III,
' 'BACK.
IH� Dt I J CF ALL RI AO TANiLAR1 SF 4A:. S ARM C.' N/ C PIPING
4ND DIIC.hF ;. ANU 'ATER ALAE AN IFIY JII( FFAII!kF P
PRE ELATED
HEREI. HAS BEEN C01AP!E Ar'
.ED FROM ALRIAL IOF�,IA-IF U
U, I ILLS �UHVEY
ATL O,XA , (SFAL�)
DFSIGNC 3: -. - TAIJTF (011111 TING -
-
ADDP, S !27 AYRSLEY TOWN LIVE . KW
EARL THE V.C. 23273
PHONE: 79 -0930 P
P,,... -... ,©
� &
SURVEYED BY ".AI ONSU.' -TING 9
& ' S
ADDP,
2127 AYR 'EY T014N 3LV1
B
-1ARL 1TTF V.G. 28215 '
'' IIfNE 4* .P1 �•
DATE A RVEY .Cld,'LIE
DATE OFIGIN1,L EE51GN DRAWING COMB TOLD 7/102
EFICE P
JSUl1NI /
P4 N
,A 1
/'RA OjL i
P IDVCJPFR ,
- \

Sfantec Consulting Services lac
2127 Ayfcley lows 5ou1evard, Suite 300
Charlotte NC U.S.A.
28273
Tel. [phone]
Fa 704.329.0905
wwwstanteacom
Copyright Reserved
The Contractor shal . verify and be responsible for all dimensions_ DO
NOT scale lha drawing — any errors or omissions shall be reported to
St.'tea without deloy.
The Capyrighls to all designs and drawings one the property of
Stantec. Rep,aaaction o se for any purpose other than that
auth.rized by Stantea is forbidden.
Notes
22 = p TYPICAL FOR ALL SEWER PIPE IN PROFILE-
588-
--- ..__ a _ ..�! IF WATE ! ', RCP FI �r C/
2' 588
_ - .. 2_° A8
EC
_._ LESS THAN 10' DEPTH -SDR 35
�_.. li �-
_ _- __ TT�l F MORE THAN 10' DEPTH - SDR 26 586 - _ _- -� i _.. . _ _I - L LESS THAN 3'
O MORF - DIP
R
to -.- . _. _ - -__ _ - -_ SEE 090 3 THAN 18' DEP iH
_ _ _ _. 4
582 z
I I I
584 ® Jn UY D T k�L00 LI E ! B LX 0 D r . -.__.
582
PRO O��.E' RYE
j
580 a. -�- SE TIN O IN T L , ! f a 580
F O 0$ NL e RDE
i
r
76
°.,' PR P. 1 8.`.g 6
J(BO EX. G D RO 0TP9 ®li 0.>3- - ___
574 A� VO - S N SEA! ®I - -. _ -- - -- -_- - -- - _ - - - - - 1 - - - - -_i _L -_ -_- 574
L. _ �L �..
_ . MANHO
572 O H 1S 2
87
870 AN _
.- - •- - I- -- -- - - -- - ! 570 ,
RO 94 b2 L.F OF DI -. I �
s „
868"' » 9 31 C 0® G° C L RO Z� 4O �° 568
r
AXIS N 2 Sc •0. 5
THICKNESS
566 E' V
564 MA. H C OWN '�L -_e_. ®... _I_� �'_--
0 +00 0+50 1 +00 1 +50 2-t00 2+50...._ 3 +00 3 +50 4 +00 ...4+50 5 +00 5 +50 6+
I
R IN - - -I -- -- -
- 564
L ,
00 6 +50 r +00 i�h50 ._._ 8 +00 -.. 8 +50 9 +00 -..... 9 +5C 1 ® +00 90 +50
/r
BIORETEN TIOS
i AMT. TY��
OA,
7 ' PROP_ 2" GV , PROP, 4H PROP. MH �_J
2
rJ EACH IN VALVE w Q
/ / BOXES O
PROP. SEWER WITHIN �/ PROP. MH PUE / / '* i� REV. PER NCDENR COMMENTS CP CP 12(11 07
/ 200' DWO BUFFER WILL -_. ;/2 /J a
NEED TO BE INSTALLED ' po, ✓ ZP U - z REV PER ucpw COMMENTS cP OR _ 1z(1o1za
BY APPROVED MICROTUNNELLING / \ \ I I* rib S8.3 + I ' Q '' I I �j�J -- --- CP / /
METHOD. CONTRACTOR TO MAKE FOR RENEW ONLY NOT FOR CONSiRUCiION TMB CP 72 02 07
RECOMMENDATION TO DEVELOPER. \ / \ I 1gg OS "K, "rc LIE. / I ; Revision ey Appa 7r %.DD
4" SEWER
\T
C / �3.p ` / w _ W�ROP. 6" DIP LATERAL- TYP. J,P
! PROP. MH - y�� Ft, N - S.dwg cP RSR cP Da.0z0a
/ II PROP. 3 4' WATER
+ i - S _ SERVICE WITH F�9� owa_ chkd_ osgn. rr.NM.DD
/y'SYA \ zD' Psse \ \ . -' , . T 2 09'µr ;v -METER BOX (TYP.) �! Seal am
PROP. MH /ryb 0�' "vim / / - » R. 75 30 . 1 i PROP. MH o etas
1
CL PROPOSED 8" E T �%7
PROP. MH S44' 38' 27 "E PROP. 2" WATER .' _ 1 52 '\ -,
�� / / / I SANITARY SEWER -TIP. PROP. 2" WATER 20 2 .-
a
#3 107.90' INSIDE 4' DIP (20FT) SLEEVE 5' BOC, 3' MIN. COVER p 27$88 .W U
/INSTALL 'DOGHOUSE" BUILD OUT i� PROP. 6"x6 TEE _ $� g - _ c c¢;.F®
F
o•\ Gs MANHOLE ON TOP OF FLOODPLAIN COS I COS PROP HYDRANT NORTH EE 4S3 "r, cr ? ?J?f xti,a YVA
S EXISTING SEWER `I�- 25 a dlAl �'w` +•m
` ' - DETENTION (REFER TO DETAIL #7A)
5 "X 2" REDUCER NORTH OF TEE
2" GV NORTH OF TEE PROP. 6" WATER / _ _ ,. Client/Project
ect
EXISTING 18" SANITARY SEWER 6" GV SOUTH OF TEE -5' BOO, 3' MIN. COVER — 1
PERMrcwgootssl4 i� ����.. .q( — PULTEGROUP
DATED 7/17/98 B G �'— E c� °' 11121 Carmel Commons Blvd. Ste 450
DWO 20C' � PROP. 54FT RJ DIP � � BETE
w BUFFO �ESMrP DN 26 RUE TTY . Charlotte, NC 28226
w20° Ex. SEWER EsMT. KERR FARMS
II�I� I Ir If � I - - - --
Z Village of Marvin, NC U.S.A.
T
OpEgRO
?o
/ 20 TRAIL. E
Title
SANITARY SEWER & WATERNIAIN
PLAN & PROFILE
WALKERS BLUFF COURT
Project No. Scale o 40' 60' e0'
178440056 H1.40
to
C10.2
Revision
Z

:E SHEET
090.4
Stantec Consulting Services Inc
2127 Ayrsley Town Boulevard, Suite 300
Charlotte PVC U.S.A.
28273
Tel. [phone]
Fau. 704.329.0905
wwwstantec.ccm
j. Copyright Reserved
TheContractor shall —ity end be responslbic for nil amenonns. DO
NOT scale the drawing - nny errors or om ss ons shall be reported to
St.— without delay.
the Copyrights to UI designs and drawings are the properly of
Stunt— Raprodunton o e for any purpose other tho -, that
authorized by Stantec ii fortidden.
Notes
LEGEND
TYPICAL FOR ALL SEWER PIPE IN PROFILE:
LESS THAN 10' DEPTH - SDR 35
MORE THAN 10' DEPTH - SDR 26 i
LESS THAN 3' OR MORE - DIP
THAN 18' DEPTH ..
578 T _ -- -- - — _ -- -- -- - — -- - - — --- 578
I ,
576 - - -- - - -- - -- - _ - 576
—[
575 - - -� r - - L — �.. _ _ _ _. _ -- -- - �- -'-- -- - --- 576
11+00 114 -50 12 +00 12 +50 13 +00 13 +50 14 +00 14 +50 15 +00 15 +50 16 +00 16 +50 17 +00 17 +50 18 +00
SEWER PROFILE MH 7-11
SCALE: HORZ. 1'"= 40°
VERT. 1" = 4'
41
SEE SHEET \ 5� Ok
I r
2 REV. PER UCPW COMMENTS CP CP 12/70/24
PROP. HYDRANT ��
GF / . Revision RENEW ONLY NOT FOR CONSTRUCTOR By ppd. YY W.DD7
\ \ PROP. MH / / / I I '1 11 O \ \\ b W 6 OTO ' WEST #HYD. ,..
File Name: 40056C- 21055.dwg Den. Chkd. Degn. WMM.03
\ V /// �7 \ / , . •P ��q�Y' Seal
CL PROP. 8"
SANITARY SEWER -TYP. III PROP. 3/4 "WATER 1 ARp ,•
/PROP. MH SERVICE WITH 1
/ \\ X18 III METER BOX (TYP.) 1 1 CROP. MH_ A 9
PROP. MH
\ .�9 S8g 5gg PROP. MH S�,, pe••........: ci
SIDE
24 p /
14-E — / c'!\ Clont'Project
E 02 "E
A PULTEGROUP
223.42'
� %sue \ 11121 Carmel Commons Blvd. Ste 450
/ PROP. s" WATER g -T \\ Charlotte, 128226
/ 5' BOO, 3' MIN. COVER
' KERR FARMS
i _ Village of Marvin, NC U.S.A.
PROP. 20' -6" DIP r-y �_ a SEWER \ \\ g
WATER UNDER ( l 20' Yo I LATE RAL-
STORM DRAIN i !. �� `-}/.J /G y I
/ rPROP. HYDRANT \ '� — BIORETENTION i I_ — TNe
M'1`: — — — I I 1 1` �6 \ \ \ SANITARY SEWER & WATERMAIN
/ (REFER TO DETAIL #7A) \
W/ 6" GV 5' WEST HYD. I I I , 1 \ \ PLAN &PROFILE
DETENTION POND \ \ \ WALKERS BLUFF COURT
/ (cos)
Project No. Scale o w• �• 80=
H1:IO�i■ \�
178440056 11:01 �� ■
V Drawing No. Revision
X9`0.3 2
oaiclw� srccr - mcn D

N �
18 +50 19 +00 19 +50
20 +00 20 +50 21++00
SEWER PROFILE MH 11 -12
SCALE: 9HORZ. 1" = 40'
VERT.. 1 °' = 4°
211 -50 21+77.88
Sianteo Consulbrig Services Inc.
2127 Ayrsley T-9 Bo tevard, Suite Sao
Charlotte NC U S
28273
Tel. [phone]
Fart. 704.329.0905
SkantK
rvwwstanteacom
Copyright Reserved
The Contractor shall verfy and bo responsbla f al 3men0—. DO
DW scale the drawing — any errors or omissions shall be reported �o
Stentea without delay.
The Copyrights to all designs and drawings are the property of
Slantsa. Reprodaelo, o cry purpose other than that
authorized by Stantec 's forbidden.
Notes
LFGFND
TYPICAL FOR ALL SEWER PIPE IN PROFILE:
LESS THAN 10' DEPTH — SDR 35
MORE "IHAN 10' DEPTH — SDR 26
LESS THAN 3' OR MORF -- DIP
THAN 18' DEPTH _..
��-
/ / I I 'II III 1I I N PROP. MH S
jj20 I PROP 8 °' WATER
/ 5° BOQ 5 MIN. COVER
o z�
-
O
pr PROP. 8' x8 "x 6 °° TEE 2 REV PER UCPW COMMENTS CP CP. _ 12/1124
i 8" GV N OF TEE 7 FOR RENEW ONLY NOT FOR CONSTRUCTION 1Ma CP 12 02 O7
4" SEWER I I N By Appd. YY.MM.00
LATERAL —TYP. 6" GV WEST OF TEE Revision
F.I. 14— IW59C- 21055.dw9 CP RSK —'EP— 08.07.03
Oxn. Chkd. Uegn. ri.MM.DD
Seal
C o., v N73' 51° 23 "E 6
3 9, WATEOP. U " DIP ;DEtt C3A�O�i
rn _ R N DER
STORM DRAIN
+PROP H
�t/ �O
PROP. MH I —20' PU YP' + — I LI ZD PROP. 6° DIP 1 r 1 PROP. MH
#11 �_ I PROP. 3/4 "WATER CL PROP. 8"
_ SERVICE WITH
_ I 1 I SANITARY SEWER '
BIORETENTIg�J _, I I METER BOX (TYP.) _ _ I III \ �\ ClanViPralect
i I I
PROP.
J rwn m z I I
ESMT.
1II II I PROP. 6" WATE�R 1` i i PULTEGROUP
PROP.HYDRANT 5' BOC, 3' MIN. COVER
(REFER TO DETAIL #7A) 11121 Carmel
C
omm
ons Blvd. Ste 450
W/ 6" GV 5' WEST HYD. 0 Charlotte, NC 28226
KERR FARMS
O
I i I I II I I II II II `� � E1 PROP. 8" WATER Village of Marvin, NC U.S.A.
G 1 5' BOO, 5' MIN. COVER
Title
SANITARY SEWER & WATERMAIN
III i I I I III L` PLAN & PROFILE
I I I I Cn 1 WALKERS BLUFF COURT
Project No. Scale w1:�o
I \ I 178440056 VIA
Drawing No. Revision
C2
10.4

M
tV r!1
M
a
m
� � m
4p.0
(11+Uu
SEWER PROF@LF MH 6-12
SCALE: HiOR�. 1" = 40'
VERT. 1" = 4'
N
PROP. 2" WATER °
5' BOO
, U
3, MIN . D3' MIN. COVER W I I _
II NO�II� +� I i I( i i II�i iii - - -`\�� � \ ®�• �
\ \ V
I n O
t2 I
PROP. 3/4-WATER I 00, I I J III III \
y SERVICE WITH METER BOX (TYP.) I I O I
J+ \PROP. 6" DIP I I I I \
WATER UNDER PROP, 6" WATER _
I? _ S'ORM DRAIN —5' BOO, 3' MIN. COVER I BIORETEN ?ION
TI FROM CROSS T TO GV \
PROP. MH �•
6" GV ®RP �
PROP. HYDRANT
„o '° S86' 20' 38 "E rco 20' ` I (REFER TO DETAIL #7A)
6" DIP 346. U _ TYp ®�'
IIR
3 __ -�„ -.. Vii.
77�7 +
11
ko
SIDE VV I I DIORETENTION ESMT }
R - PROP. MN
f �+
Z. I I PROP.
S N
4° SEWER
°I N LATERAL -TYP. \
CL PROP. SANITARY �= �+
I I SEWERm7YP. I I 2p'
28 00 � � I I I �-�- P -
Be C I
OP. -M -j1 1 ,111
I I
l
oRlclnwE sx�r - nacl o
tantoc Consulting Services Inc.
9127 Ayrsley Town Boulev rd, Suite JUL
C ..ette IC JC.A
28273
iel. 704.329.0900
704 329.0905
www.stanlec.—
Stantim
ai Copyright Reserved
The Contractor shall verify and be respons,ble for all dimensions. DO
NOT stole the drawing -any errors or am s.. iris shall be reported to
Stantec without delay.
The Copyrghts is oil desgns and drawngs are the property of
Stantec. Reproduct'on o se far any purpose other than that
authorized by Stantec 's forbidden_
Notes
LEGEND
1 TYPICAL FOR ALL SEWER PIPE IN PROFILE:
LESS THAN 10' DEPTH - SDR 35
MORE THAN 10' DEPTH - SDR 26�
LESS THAN 3' OR MORE - DIP
THAN 16' DEPTH sm
PROP. 2" WATER
5' DOC, 3' MIN. COVER
RESTRAINT JOINT
FROM CROSS TO
REDUCER
PROP. 8 "x6" CROSS
- -- _ - - --
,.
6" GV EAST OF
-
TEE ® RP
"x2"
•,
-._ MEN
T REV PER NCOENR COMMENTS CP CP 12/11/07
8 REDUCER AND
2 REV PER uCPW COMMENTS CP CP 12/1 24
L
2" GV NORTH OF
TEE ® RP
1. FOR RENEW ONLY NOT FOR CONSTRUCTION Me CP 12/02 07
T
=
Revision By Appd YY IM DD
;..
Flls Name: 400580- 210SS.dwg CP RSK CP 08.07 .03
'
Own. CNMe. Dg. YY.MM.00
Seal
/
SF TFR
�••.�H CAr
TCT'(by
7086
.2 o t'N y -,
CHp�-
'� F
ef9,gfcZ-
/i
m
ro
PROP. 8" DIP
Client/Project
a�
PULTEGROUP
11121 Carmel Commons Blvd. Ste 450
P N
Charlotte, NC 28226
'I
I
KERR FARMS
e
AVillage
of Marvin, NC U.S.A.
'r'dIe
SANITARY SEWER & WATERMAIN
PLAN & PROFILE
PR
MHO ®
ROCKY HOLLOW DRIVE
11
-.
Project No. Scale g 40• aw W
176440056 N1.40
V1:4
Drawing No. Revision
010.5 3

5,D4
,Seal_.
^i!70
vi
a w n
\ 1 U /PROP. vlj� /.
j
BuILDOaT FLOOruNE. — E, /
CONSERVATION LAND IVIEA®O� /!Y )
4" SEWER LATERAL -
PROP. SEWER W1TH9N\ PROP. MH 20° SEWER ESMT PROP. MH
I #15- 200' DWQ BUFFER 7ILL \ \ �15A
NEED TO BE INSTALLED
s
SSE Bi!° ®W
D. APPROVED MICROTUNNELLINC \ ` ® _ \ COS LOT j
METHOD. CONTRACTOR TO MAKE \ f m�
r;1 COMMENDA DON TO DEVELOPER. \° i -® 371.98' --
30' GZEENWAY ESML J' _ 1z, ��
/ 7/7 S58° 41° 28 "E
EXlST1NG 98" SANE7ARY S / \ \0 O \ / / 931,44' BIORETENTION ESMT
/00° ANO 20' fSM7. / \�P 6 CL PROP. SANITARY \ X \ /
/ "_ SEWER -TYP.
\ US
CL PROP. TRAIL
E�_� /I /
I
EXISTING MH /
EX#12
W/ 20 ESMT
\ \ X \ /
\ I
� I
1
�1
810RETENTION ���
ESMT- PROP. 3/4-WATER
SERVICE WITH METER (TYP.,,
j TET2AL-
PROP. " S� i
rw
u
rr�
u�
R
�AA J�
)( ,/Is P� ®� PROP. #18 i z
A® 12 ®m m \ I
PROP. 2" GV, NL CL PROP. 8" I o Z I a
2" BO SANITARY SEWER -TYP.
EACH IN VALVE
28 "E BOXES
111.44'
�}
5' IOC, R30PMIN. COVER (\
Ii N L/5
40.00
R/W
281 I IJ
®Disc ,
Stantec Lon ulli,ag Sal -vices Inc
Y 2127 by y T Boulevard Suite 300
1
Charlotte NC U.S.A.
28273
l Tel. [phone]
Fax. [phone]
www.sWrdeo.com
Copyright Reserved
The Contractor stall verify and be re ns'bls for ail dimensions DO
an
NOT sco 1 the drawing y errors Cr om ss ors shall be reported to
V
Stantec ithout delay.
The Copyrights to all designs and drawings are the property of
Stantec. Reproduction o se for any purpose other than that
outhor-d by Stantec is forbloden.
Notes
LEGEND
TYPICAL FOR ALL SEWER PIPE IN PROFILE:
LESS THAN 10' DEPTH - SDR 35
MORE THAN 10' DEPTH - SDR 26
LESS THAN 3' OR MORE - DIP -
IHAN IS' DEPTH
3 REV. PER NCDENR COMMENTS CP CP _ 12/11 OB
2 REV PER UCPW COMMENTS CP _ CP 12/10/24
1. FOR RENEW ONLY NOT FOR CONSTRUCTON 77dB CP 12/02/0
Revision By App. v .MM.DD
I Name: 400580 -- 210554 g CP flR. CIP D7 03
Own. Chkd. Oagn. W.MM,DO
Seal
K
I
ChenUProject
MH PULTEGROUP
11121 Carmel Commons Blvd. Ste 450
Charlotte, NC 28226
KERR FARMS
Village of Marvin, NC U.S.A.
Title
SANITARY SEWER & WAfERMAIN
PLAN & PROFILE
MEADOW VISTA DRIVE
Project No. Scale g 40.
178440056 VAO i ■ Y i ��
Drawing No Revision
0) 0.0 3
RESTRAINT JOINT
FROM CROSS TO
REDUCER
\ R
`�N P
1 `
PROP. 8 "x6" CROSS
S o
t 2
H R
��. T
TEE ® RP G
G
�� 0
PROP. 2" WM INSIDE
4" DIP (20FT) SLEEVE r
ry
PROP. 2
2" WATER ` �
0� o� `
5' BOC, 3' M
MIN COVER R
RESTRAINT JOINT FROM �
�' JOINT
CROSS TO REDUCER F
FROM CROSS
#
PROP. MH —
— ' -1 " T
TO GV
�AA J�
)( ,/Is P� ®� PROP. #18 i z
A® 12 ®m m \ I
PROP. 2" GV, NL CL PROP. 8" I o Z I a
2" BO SANITARY SEWER -TYP.
EACH IN VALVE
28 "E BOXES
111.44'
�}
5' IOC, R30PMIN. COVER (\
Ii N L/5
40.00
R/W
281 I IJ
®Disc ,
Stantec Lon ulli,ag Sal -vices Inc
Y 2127 by y T Boulevard Suite 300
1
Charlotte NC U.S.A.
28273
l Tel. [phone]
Fax. [phone]
www.sWrdeo.com
Copyright Reserved
The Contractor stall verify and be re ns'bls for ail dimensions DO
an
NOT sco 1 the drawing y errors Cr om ss ors shall be reported to
V
Stantec ithout delay.
The Copyrights to all designs and drawings are the property of
Stantec. Reproduction o se for any purpose other than that
outhor-d by Stantec is forbloden.
Notes
LEGEND
TYPICAL FOR ALL SEWER PIPE IN PROFILE:
LESS THAN 10' DEPTH - SDR 35
MORE THAN 10' DEPTH - SDR 26
LESS THAN 3' OR MORE - DIP -
IHAN IS' DEPTH
3 REV. PER NCDENR COMMENTS CP CP _ 12/11 OB
2 REV PER UCPW COMMENTS CP _ CP 12/10/24
1. FOR RENEW ONLY NOT FOR CONSTRUCTON 77dB CP 12/02/0
Revision By App. v .MM.DD
I Name: 400580 -- 210554 g CP flR. CIP D7 03
Own. Chkd. Oagn. W.MM,DO
Seal
K
I
ChenUProject
MH PULTEGROUP
11121 Carmel Commons Blvd. Ste 450
Charlotte, NC 28226
KERR FARMS
Village of Marvin, NC U.S.A.
Title
SANITARY SEWER & WAfERMAIN
PLAN & PROFILE
MEADOW VISTA DRIVE
Project No. Scale g 40.
178440056 VAO i ■ Y i ��
Drawing No Revision
0) 0.0 3

60,
60:
6Ct
591
591
59
59
59
58
58
58
58
58
5/
74�
Stantec Consulting Services ;ri
1
21p7 Ayr :ley Town fiode"ara S rte sou
o
r
I ITT,
1.
{
T
B.
_
P
�
� -
k
Tel [phone]
__...
- -�'-
Fax. [phone]
wwwstanteccpm
Copyright Reserved
The Contractor shop verify
and be responsible for all dimensions. DO
NOT scale the drawing —
any errors or omissio.s shall be reported to
Stentec without delay.
The Copyrights to al designs
and drawings ore tha property of
Stontec. Reproduction a
authorize[ by St.— s roraidden.
se far any purpose other than that
Notes
--
---
...
�~
k
0
0.
1
z °
RCP.,.
� �
,
'7,F,
�
S N
i
� W TEIj
ST R S
SE 0. -0
ee
I
NRF
-
I
.T.r�..
ma.
'
¢n
�CF
ING r.
III
i
I
. "......
�
i
RO
1
3 47
N
flF 0
4 0.
8 PYf.
096
I
I a._
9f8aA9P1
1
-
1
1WaFn
F8
i
na•a.n
e`aa&n
i
a,pw
.�.,..e,
SEWER PRORLE MH 1822
SCALE: H©RZ. 1" = 40°
VERT. 1 °' = 4°
604
602
600
598
596
594
592
590
588
586
584
582
580
578
�zm RESTRAINT JOINT I I I I I II II II II
s o N N FROM CROSS TO
D I I
U° a REDUCER I III 2 III I
z w I z PROP. 8 "x6" CROSS I I I I I 3 O III O I I \� PROP. 8" DIP
x , 6" GV EAST OF I I I I III O III I 'I 3' MIN. COVER
TEE ® RP ( \/•
N •v I Y' GV NORTH OF III O O III O I I III III I I \ P PH B DEFLECT 38'
—
TEE ®RP _
WATER I PROP. 8" DIP PROP. 8" DIP I III IIII 4 SEWER LATERAL -TYP.I I PROP. 8" DIP I �L 2 P E TYP.
MATCH TER S WATER PROP. 8"x 8 "x 6" TEE I I 3' MIN. COVER
SEE SHEET PROP. 8" WATER
C10.6 I III PROP. 8" DIP I I 6' GV SW OF TEE I I I I — e
PROP. O WATER 5' BOC, 5' MIN COVER
WATER 5' HOC 5° MIN. COVER I I — _
PROP. 8" GV I I P E YP
PROP. MH PROP. MH
NW OF TEE
�r 0' POE T"- ..s - '. — �FtCP� go go�
24" R __ - SDE P 6 "x DIP - -
:r �' m m
�''F`° ,p `u7 3 f =15° RCP,.. _ S29° 38 03 E
400.00'
coo c'o!'G 18' 54' 32 "E
_ �D
132.47' N , 169.13' RN 20' Piz —E� J PU
0
U I�T _ CL PROP. 8"
O _ — _ _ —* N Ai7O _ I SANITARY SEWER -TYP. PROP. MH
( o s
s I I mmy ofz
g$ s 3
Rf P. MH II II I I P-R.L O P MH 0 I I Y Z I I n
y II I _�I PPX23 RO
P. 3/4" IRRIGATION METER
FLOPNTO#2 W/ BACKW RVER
PROP. 3/4 W O ODEEQUAL 33 SERVICE WITH °METER
BOX (TYP EACH WMETER BOX (YP.)
®
- LL
W p
CO
LUTze.Dp I I
-J
LEGEND
TYPICAL FOR ALL SEWER PIPE IN PROFILE:
LESS IHAN 10' DEPTH - SDR 35 C
MORE THAN 10' DEPTH - SDR 26 F/7-Z77 �.�
LESS THAN 3' OR MORE - DIP
THAN 18' DEPTH
3 REV PER NCDENR COMMENTS CP CP 12/11/08
2 REV PER UCPW COMMENTS CP CP 12/10/2
1 FOR RENEW ONLY NOT FOR CONSTRUCTION TMB CP 12/02/07
Revision By Ape. YY.ft DD
Flle 14— 400561 CP RSK CP 08.07.03
D— Chkd. Daen. YY.MM.OD
Seal
If 42,-
'•.BERT L.Gp...
ClientlProject
PULTEGROUP
11121 Carmel Commons Blvd. Ste 450
Charlotte, NC 28226
KERR FARMS
Village of Marvin, NC U.S.A.
Title
SANITARY SEWER & WATERMAIN
PLAN & PROFILE CONNECTION TO
MEADOW VISTA DRIVE
Project ND.. Scale o a• so. �•
178440056 HIAO
V9:41S��!■ �
Drawing No. Revision
010.7 3
Stantec Consulting Services ;ri
21p7 Ayr :ley Town fiode"ara S rte sou
Ohorlotte NC U.S.A.
28273
�
Tel [phone]
__...
- -�'-
Fax. [phone]
wwwstanteccpm
Copyright Reserved
The Contractor shop verify
and be responsible for all dimensions. DO
NOT scale the drawing —
any errors or omissio.s shall be reported to
Stentec without delay.
The Copyrights to al designs
and drawings ore tha property of
Stontec. Reproduction a
authorize[ by St.— s roraidden.
se far any purpose other than that
Notes
LEGEND
TYPICAL FOR ALL SEWER PIPE IN PROFILE:
LESS IHAN 10' DEPTH - SDR 35 C
MORE THAN 10' DEPTH - SDR 26 F/7-Z77 �.�
LESS THAN 3' OR MORE - DIP
THAN 18' DEPTH
3 REV PER NCDENR COMMENTS CP CP 12/11/08
2 REV PER UCPW COMMENTS CP CP 12/10/2
1 FOR RENEW ONLY NOT FOR CONSTRUCTION TMB CP 12/02/07
Revision By Ape. YY.ft DD
Flle 14— 400561 CP RSK CP 08.07.03
D— Chkd. Daen. YY.MM.OD
Seal
If 42,-
'•.BERT L.Gp...
ClientlProject
PULTEGROUP
11121 Carmel Commons Blvd. Ste 450
Charlotte, NC 28226
KERR FARMS
Village of Marvin, NC U.S.A.
Title
SANITARY SEWER & WATERMAIN
PLAN & PROFILE CONNECTION TO
MEADOW VISTA DRIVE
Project ND.. Scale o a• so. �•
178440056 HIAO
V9:41S��!■ �
Drawing No. Revision
010.7 3

EXIST. HYDRANT
POSSIBLE FUTURE ROAD CONNECTION
CONTINUATION ROCKY HOLLOW DR.
LOCATION AND CONFIGURATION TO BE FINALIZED
4
�O RE N cjA0
--- \
_
v� aUOWi�54F O R
G dr' "jam
Z0� SHORT RO PO
CANTERFIELD CREEK
HOME OWNERS
ASSOC.
PROP. 3 4" IRRIGATION METER 06- 222 -164
W/ BACKFLOW PREVENTOR - --
FEBCO MODEL 825Y OR EQUAL, "
EACH IN METER BOX.
PROP. JUMPER
CONNECTION AT TIE -IN
PER UCPW DTL. 25B.
PROP. 12 "x B"
;u 690 1l TAPPING SLEEVE
I �0 E R M1 1 1 AND VALVE (MUELLER
O IF ROUNDABOUT IS INSTALLED l ;I' ill _ H -615 OR EQUAL)
PRIOR WATERMAIN TO INSTALLATION, � I TAPPING SLEEVE, VALVE,
CASING WILL BE REQUIRED PER UCPW DTL. 74. I !! II 4iI•� MATERIALS &
I CONSERVATION 11' 1 INSTALLATION BY
LAND .q DEVELOPER
I 45 BEND 90° BEND
3'
PROP. COVER RESTRAINED f
PR P. 3/ IRRIGATION METER JOINT DIP
(PROP. 8" ��� SEE UNION COUNTY
W/ B CKFLOW PREVENTOR 45' BEND Q .`3 TANDARD DTL. 27A
FEB 0 EL 825Y OR EQUAL RJ FROM TIEIN qG / SHEET C10.10 FOR
EAC WITH METER BOX (TY - TO 54 LF PAST _ 12" WATER
2 ' P E TYP. LAST BEND TYP. MAIN DIP RELOCATION
_I �
CANTERFIELD CREEK
SO. OWNERS
ASSOC.
06- 222 -164
A/ 1=A _W VI = ��
\—
PUE T-YP-.
PROP 3/4" IRRIGATION METER
° = W/ BACKFLOW PREVENTo
m FEBCO MODEL 825Y OR EQUAL TF
EACH WITH METER BOX (TYP.) \ III 90' BEND
C1 II '
� (Jj A E 12" DIP
0
_� �_ � \ � ✓ ® I �'. '�; ATR MAIN
A W10
CONSERVATION
LAND
i I 3 i1 i� FI.
I
4
u+OC7 U+*U 1-1°UU
SEWER PROF @LE MH 13 -23
SCALE: HORZ. 1" = 40'
VERT.1 " =4'
o^'N m
m
N
Om1
+ n
W �Y
m
+
Ay
m
p Cv
v�
N M
W
O vv®
0
S m c4
®+ 0
Z
t6
+ OR
20pm0p0
D
^
z o® ^on0m,n®m� va
mD
z n
1,Om
a mm v
Z° �
am.�
o,w
am
+ �
ao
0
00:0 Z? O
a
00=
0
7
N &zz_z
o
aaz
n.-
..Rz__z
>
z
u+OC7 U+*U 1-1°UU
SEWER PROF @LE MH 13 -23
SCALE: HORZ. 1" = 40'
VERT.1 " =4'
THIS
— -A,:�4" SEWER
LATERAL - -YP
m / PROP. HYD.
W/ 6" GV 0 RP
w PROP. MH
#18
w n RESTRAINT JOINT
N FROM CROSS TO GV
m ROCKY HOLLOW OR
O
MH #17 00 Di I
00 a r, I
u 0+00 0 +50 1 +00 1+50 2 +00 2 +50 5+00 3 +50 4x-00
I
PROP.
MH #188
vls
ET ^
d
rII\IyI7' WW
I N I
SEWER PROFILE MH 13 -25
SCALE: HORZ. 1" = 40'
VERT. 1" _ 4'
N —� 3p5
PROP. 8 "x2" REDUCER 1 %\
1m 1 v
PROP. 20' -6" DIP
I v QO WATER UNDER
STORM DRAIN
o ROP. RESTRAINT F OM t
CROSS TO REDUCER PROP. 6" WATER
w 5' BOC, 5 MIN. COVER
,y PROP. 8 " "x6" CROSS
6" GV EAST OF TEE P V P.
2" GV NORTH OF TEE RP 20 \
�g
e x24 "xR P x
SpE
Stantec Cons;Ilting Services Inc
2127 Ayrsley Town Boulevard, Suite 300
Chanctte NC U.S.A.
28273
Tel. [phone]
x. 704.329.0905
www.slanle —m
ftfflK
Copyright Reserved
The Contractor shall v,Rfy and be responsible for all dimensions. DO
NOT scale the dr—g any errors or omsans shell be reported to
St-11, 141, t 1 y
The Copyrghl II d gne and drawngs v th p p �
Stantec. Rep d t' e far any purpose other th­
_thvrzed by Stantec 's rorbdden.
Notes
LEGEND
TYPICAL FOR ALL SEWER PIPE IN PROFILE:
LESS THAN 10' DEPTH - SUN 35
i
MORE THAN 10' DEPTH -SDR 26
LESS THAN 3' OR MORE - DIP
THAN 18' DEPTH
11
PROP 6 GV -_ -- -_
3 REV. PER NCOENR COMMENTS CP CP 72 11 OB
—PROP. 6" -40' STUB 2 REV. PER UCPW COMMENTS _. _ CP CP 12/10/2
1 FOR RENEW ONLY NOT FOR CONSTRUCTION WE CP 12/02 07
PROP. 2" GV & 2" BO Revision By Appa. rvAM.DD
I
`EACH IN VALVE BOX
5 -�
• Fila Name: 400560- 21058.dwg CP RSK CP 08.07.0.3
� Own. Chid. Oegn. YY.MM.00
Seal
�N CAq
'2
89 `9
E
OSED 8" / PR P. MHH .p. ...INE�
`nc^�i. SANITARY SEWER -TYP. it III #24 / " "'•;ART l.G4.•`:
O� F� ..... a.
`-s Ny�3. RESTRAINT JOINT
��6�9� FROM CROSS TO GV °' II /1 Client/Project II / PROP. MH
#25 � PULTEGROUP
® ? I 11121 Carmel Commons Blvd. Ste 450
Charlotte, NC 28226
fn II I I KERB FARMS
i J I Village of Marvin, NC U.S.A.
7 Title
-O — — — — — SANITARY SEWER & WATERMAIN
—Lu — III II I PLAN & PROFILE
I ROCKY HOLLOW DR & MEADOW VISTA DR
I" Project No. Scale 0 40. eo• W.
PROP. MH III I I MAO ■ � ■ � � �
#19 178440056 VIA
DfawingINo.. Revision
010:3 3
o^'N m
CL PROPOSED 8"
SANITARY
'D ,cc
y,
SEWER —TYP.
_o
W
Ay
PROP. MH
+ I 1
THIS
— -A,:�4" SEWER
LATERAL - -YP
m / PROP. HYD.
W/ 6" GV 0 RP
w PROP. MH
#18
w n RESTRAINT JOINT
N FROM CROSS TO GV
m ROCKY HOLLOW OR
O
MH #17 00 Di I
00 a r, I
u 0+00 0 +50 1 +00 1+50 2 +00 2 +50 5+00 3 +50 4x-00
I
PROP.
MH #188
vls
ET ^
d
rII\IyI7' WW
I N I
SEWER PROFILE MH 13 -25
SCALE: HORZ. 1" = 40'
VERT. 1" _ 4'
N —� 3p5
PROP. 8 "x2" REDUCER 1 %\
1m 1 v
PROP. 20' -6" DIP
I v QO WATER UNDER
STORM DRAIN
o ROP. RESTRAINT F OM t
CROSS TO REDUCER PROP. 6" WATER
w 5' BOC, 5 MIN. COVER
,y PROP. 8 " "x6" CROSS
6" GV EAST OF TEE P V P.
2" GV NORTH OF TEE RP 20 \
�g
e x24 "xR P x
SpE
Stantec Cons;Ilting Services Inc
2127 Ayrsley Town Boulevard, Suite 300
Chanctte NC U.S.A.
28273
Tel. [phone]
x. 704.329.0905
www.slanle —m
ftfflK
Copyright Reserved
The Contractor shall v,Rfy and be responsible for all dimensions. DO
NOT scale the dr—g any errors or omsans shell be reported to
St-11, 141, t 1 y
The Copyrghl II d gne and drawngs v th p p �
Stantec. Rep d t' e far any purpose other th­
_thvrzed by Stantec 's rorbdden.
Notes
LEGEND
TYPICAL FOR ALL SEWER PIPE IN PROFILE:
LESS THAN 10' DEPTH - SUN 35
i
MORE THAN 10' DEPTH -SDR 26
LESS THAN 3' OR MORE - DIP
THAN 18' DEPTH
11
PROP 6 GV -_ -- -_
3 REV. PER NCOENR COMMENTS CP CP 72 11 OB
—PROP. 6" -40' STUB 2 REV. PER UCPW COMMENTS _. _ CP CP 12/10/2
1 FOR RENEW ONLY NOT FOR CONSTRUCTION WE CP 12/02 07
PROP. 2" GV & 2" BO Revision By Appa. rvAM.DD
I
`EACH IN VALVE BOX
5 -�
• Fila Name: 400560- 21058.dwg CP RSK CP 08.07.0.3
� Own. Chid. Oegn. YY.MM.00
Seal
�N CAq
'2
89 `9
E
OSED 8" / PR P. MHH .p. ...INE�
`nc^�i. SANITARY SEWER -TYP. it III #24 / " "'•;ART l.G4.•`:
O� F� ..... a.
`-s Ny�3. RESTRAINT JOINT
��6�9� FROM CROSS TO GV °' II /1 Client/Project II / PROP. MH
#25 � PULTEGROUP
® ? I 11121 Carmel Commons Blvd. Ste 450
Charlotte, NC 28226
fn II I I KERB FARMS
i J I Village of Marvin, NC U.S.A.
7 Title
-O — — — — — SANITARY SEWER & WATERMAIN
—Lu — III II I PLAN & PROFILE
I ROCKY HOLLOW DR & MEADOW VISTA DR
I" Project No. Scale 0 40. eo• W.
PROP. MH III I I MAO ■ � ■ � � �
#19 178440056 VIA
DfawingINo.. Revision
010:3 3

NOSE
A 2]" DIAMETER PA-- AST
PIT AS SHALL BE F
ARCUND EACH VALVE BIDS.
L "2L_�7vc —��f L3/4 -1_ 5/jI16
1. 61 /b —� ,� ] 1/1.. �
5 �IT 'T
2 LUGS 3/8 x1/4 JII— f
u v2'
/N\
A l l
I I
, J
Cl� /
TOP BOTTOM COVER
(SCREW TYPE(
I�
IIIJ 11 ='
VALVE BOX
6" PVC PIPE
I
DEPARTMENT _.. STANDARD DETAIL UNION COUNTY PUBLI(WDAKS DEPARTMENT ��- - -- STANDARD DETAIL
UNION COUNTY, N.0 [p ` / �/ - SEUE 1 //�\
UNION COUNTY PUBLIC WORKS N i s UNION COUNTY N C 1 v A L V E BOX INSTALLATION ,� kk A
— —VALVE BOX 1„]ob
11111 METERS DEL 'e 5 CENC00 REGISTER THAT WHIM THE TRON LNEENG
WB FULL SDBNER50N UT M TE NETT LEADING EST ( ELECTRONIC RAIO TRANSM TifRI
HE ATTACHES M A ASALER MANNER THAT / TURE PENETRAT OR. THE CRT MOST BE SMESfAeO %LOTO
ON FMR LOEALOA (ALWAN11111 0N
0 AIT CIA BY UN ON FO NTY PACT [
COPPER NMEO FOR MME HOARD LID EAR 6011 ERiI
/^ FAi �EOq�EG STER.Y MONL
\� SERVICE TUBING WORKS
iL GAUGE STRANDED BLUE n J 3) RE SISTERS FOR THE VAfl1006 TYPES ANOBZES OF HE ERS ,EVE SOX SPINA WTER WILL BE SET. NIPPLE, VALUE AMO
COATED COPPER TRACER WIRE Eo ALT MU ST ALL BE MAGNET[ OR Vr 60 OWNS T9 INSTALL
A l ABSOLUTERENCODERS RECORDING In L.5 GAU RNS. T
/ / 1 ET¢SNTME[5I NU HAVE SUBME ISLE LEIS OUTEmBG REC Sri ANO NE PRE .... A CLASS eLLa aulc RaplB
CONNECTOR THE DOOR [ON [WORK RC[ DY NSTALLEDFN IFIEN TRANSMITTER IEATI IALYE BOX BY
CFG -0791 00160" �B IL�JER /PROPERT'I OWNER
AL �R
ADAPTOR ASSEMBLY
/
CORPORATION _ I-
11 1 \\ I__ APPROVED SE UUCF Ec�AROWAI'iE AHD - 14 GAUGE SFRANOEO I IT J.
—LYWC -ll430 —. 570 ',T IRANGIEVBLVE
T
.BLUE [GATED COPPER
sApolr SE N a tOt RACER" E '
OUR COPPER 110 - J ¢EAR24M[ VI11GS) Y ,.
EXPAN ONi LB
LgyNN510N
SADDLE 1 Jill ECTtlA -
HILL 2T Q T rX A �12j /III I
aN
aN t
uve e
EMS a nvc
I
oN -
ROMIAC JOIN SHALL REPLACE MUELLER FOR PIPE OiEIX VALVE OWNCO BY BUILDER /PROPfgiT
DIAMLEON UP TDB C .. �_..
`- TUBING CONNFCTOS �yoME BRASS NPPLE BY
SMITH BLAIR 311, FORD FE 202 OR ROMAC 202N SHALL BU LOER /PRWEREY OWNER
REPLACE MUELLER FOR PIPE DIA. 12" AND UP AMCO MODEL
AWWA SPECIFICATIONS BRIGHT ACFMENT MFTFR C TDOI ROMPDJNO METER C -7021
STANOARD DETAIL _ _ _ID
UNION COUNTY PUBLIC WORKS OEPAATMENi - -- -- - SCALE -I I _ _ STANDARD DETAIL '-
A IF COUNTY PUBUE eIORKS OEPARrnENT 1 MEiFR INS] AL FOR AMR METERS t6
UNION COUNTY, NC SERVICE C O�� B� T O N fU 4TS11 � UMON COUNTY, ICE _ v-�I I V
TA BEE
LENGTH DF PIPE
By [xGKER NOTE.
e
2'Aro uRGFA T
FOR COMER ETE TO MATCH XIS IMF THICK SUBSTITUTE SS F R51
CONCSPHALT MATCH STO IMF ITB SE FOR
I -2 ASPHALT 4" AB( STONE FOR H BASE.
GROBIONCEP LGINO FIEF
I xx
YALBExOx I 9LY
x.. ......G
oA.O EALERWRE\ I ,, PIPE RESTING UN5RG Y. PPE GINPULP l
A i `lam
—ER 115EE TAAL[I \ AGE ilelfl M/PDU OxG fo o[x LxxG -� HATE VATIE
III IPINT
.. _._ rcpuAx¢AL IOwr CONCRETE 9L O
UN DR COUNTY PUBLIC WORKS DEPARTMENT _ STANDARD DETAL
ANION COUNTY, NO MAINLINE FUTURE EXTENSION WITH BLOW -OFF
',1 -2 ASPHALT r4 "TYPE H BASE
COMPACTED FILL
6� L"
PIPE 00.
UNION COUNTY PUBLIC WORKS DEPARTMENT ._ STANDA11111 I_L_ SCALE
UNION COUNTY NC. PAVEMEN i REPLACEMENT E1 1
5
3 -13 -0] I
�EXISTING GRACE BACKFLOW PREVENTION
EONNETE PAD I BY DEVELOPER BACKM.OW PREVENTION
y
-- T I I I I 1711 I I
VALVE
I I
\� I _ -6 ' PVC PIPE
ITT I
/
14 CAU5E STRANDED BLUE COATED
TRACER
`COPPER TRACER WARE
AEG J
TEMPORARY
CAP
- ]Ft
—
M1
I
L
r
I
DEPARTMENT _.. STANDARD DETAIL UNION COUNTY PUBLI(WDAKS DEPARTMENT ��- - -- STANDARD DETAIL
UNION COUNTY, N.0 [p ` / �/ - SEUE 1 //�\
UNION COUNTY PUBLIC WORKS N i s UNION COUNTY N C 1 v A L V E BOX INSTALLATION ,� kk A
— —VALVE BOX 1„]ob
11111 METERS DEL 'e 5 CENC00 REGISTER THAT WHIM THE TRON LNEENG
WB FULL SDBNER50N UT M TE NETT LEADING EST ( ELECTRONIC RAIO TRANSM TifRI
HE ATTACHES M A ASALER MANNER THAT / TURE PENETRAT OR. THE CRT MOST BE SMESfAeO %LOTO
ON FMR LOEALOA (ALWAN11111 0N
0 AIT CIA BY UN ON FO NTY PACT [
COPPER NMEO FOR MME HOARD LID EAR 6011 ERiI
/^ FAi �EOq�EG STER.Y MONL
\� SERVICE TUBING WORKS
iL GAUGE STRANDED BLUE n J 3) RE SISTERS FOR THE VAfl1006 TYPES ANOBZES OF HE ERS ,EVE SOX SPINA WTER WILL BE SET. NIPPLE, VALUE AMO
COATED COPPER TRACER WIRE Eo ALT MU ST ALL BE MAGNET[ OR Vr 60 OWNS T9 INSTALL
A l ABSOLUTERENCODERS RECORDING In L.5 GAU RNS. T
/ / 1 ET¢SNTME[5I NU HAVE SUBME ISLE LEIS OUTEmBG REC Sri ANO NE PRE .... A CLASS eLLa aulc RaplB
CONNECTOR THE DOOR [ON [WORK RC[ DY NSTALLEDFN IFIEN TRANSMITTER IEATI IALYE BOX BY
CFG -0791 00160" �B IL�JER /PROPERT'I OWNER
AL �R
ADAPTOR ASSEMBLY
/
CORPORATION _ I-
11 1 \\ I__ APPROVED SE UUCF Ec�AROWAI'iE AHD - 14 GAUGE SFRANOEO I IT J.
—LYWC -ll430 —. 570 ',T IRANGIEVBLVE
T
.BLUE [GATED COPPER
sApolr SE N a tOt RACER" E '
OUR COPPER 110 - J ¢EAR24M[ VI11GS) Y ,.
EXPAN ONi LB
LgyNN510N
SADDLE 1 Jill ECTtlA -
HILL 2T Q T rX A �12j /III I
aN
aN t
uve e
EMS a nvc
I
oN -
ROMIAC JOIN SHALL REPLACE MUELLER FOR PIPE OiEIX VALVE OWNCO BY BUILDER /PROPfgiT
DIAMLEON UP TDB C .. �_..
`- TUBING CONNFCTOS �yoME BRASS NPPLE BY
SMITH BLAIR 311, FORD FE 202 OR ROMAC 202N SHALL BU LOER /PRWEREY OWNER
REPLACE MUELLER FOR PIPE DIA. 12" AND UP AMCO MODEL
AWWA SPECIFICATIONS BRIGHT ACFMENT MFTFR C TDOI ROMPDJNO METER C -7021
STANOARD DETAIL _ _ _ID
UNION COUNTY PUBLIC WORKS OEPAATMENi - -- -- - SCALE -I I _ _ STANDARD DETAIL '-
A IF COUNTY PUBUE eIORKS OEPARrnENT 1 MEiFR INS] AL FOR AMR METERS t6
UNION COUNTY, NC SERVICE C O�� B� T O N fU 4TS11 � UMON COUNTY, ICE _ v-�I I V
TA BEE
LENGTH DF PIPE
By [xGKER NOTE.
e
2'Aro uRGFA T
FOR COMER ETE TO MATCH XIS IMF THICK SUBSTITUTE SS F R51
CONCSPHALT MATCH STO IMF ITB SE FOR
I -2 ASPHALT 4" AB( STONE FOR H BASE.
GROBIONCEP LGINO FIEF
I xx
YALBExOx I 9LY
x.. ......G
oA.O EALERWRE\ I ,, PIPE RESTING UN5RG Y. PPE GINPULP l
A i `lam
—ER 115EE TAAL[I \ AGE ilelfl M/PDU OxG fo o[x LxxG -� HATE VATIE
III IPINT
.. _._ rcpuAx¢AL IOwr CONCRETE 9L O
UN DR COUNTY PUBLIC WORKS DEPARTMENT _ STANDARD DETAL
ANION COUNTY, NO MAINLINE FUTURE EXTENSION WITH BLOW -OFF
',1 -2 ASPHALT r4 "TYPE H BASE
COMPACTED FILL
6� L"
PIPE 00.
UNION COUNTY PUBLIC WORKS DEPARTMENT ._ STANDA11111 I_L_ SCALE
UNION COUNTY NC. PAVEMEN i REPLACEMENT E1 1
5
3 -13 -0] I
�EXISTING GRACE BACKFLOW PREVENTION
EONNETE PAD I BY DEVELOPER BACKM.OW PREVENTION
y
-- T I I I I 1711 I I
VALVE
I I
\� I _ -6 ' PVC PIPE
ITT I
f
BY DEVELOPER
AEG J
TEMPORARY
CAP
SUNNI
METER BY COUNTY AT
PREVAILING RATE ADD TEMPERARY CA'- /
2 O 2" THREADED
\
�I
CONCRETE PAB EXISTING BEACH/
i
RCAO
-T_�r1�
CONCRETE RING
1
l�
I
14 GAUGE STRANDED I J
BLUE COATED COPPER
TRACER WIRE —%
2" WATER MAIN
GROUND LEVEL,
4 -_
-_:
{ VALVE BO)(
TERMINATE 1' BELOW 1
\ GROUND LEVEL
1 2' GALVANIZED
E� 2" COUPLING / \PIPE 2' LONG
VALVE
L 6" PVL PIPE RESTING ON BRICK
�VANIZED PIPE
3 LONG 2" - 90° BEND
2" GATE VALVE -
MECHANICAL JOINT
CONCRETE BLOCKING
PAINT COLORS_
I
BODY ...................
FIRE HYDRANT RFD - RUST -OLEUM ENAMEL 7400 SYSTEM
SUNNI
HIGH GLOSS WHITE- RUST -01 TOP FHAMEI. N 7166
CAPS__ ..HIGH
GLOSS WHITE - RUST -OLEUM ENAMEL It 2766
STONE
HYDRANTS TO BE SET AT
BURY LINE-
TO BE SET AT
EDGE BE A/W AT PROPERIY
CORNEAS
EXIST. GRADE
LEVEL
VALVE BBXJ
NO. 67
I
1:
�T Ir�I
WASHED
- - - - - -� STANDARD DETAIL -.
UNION COUNTY PUBLIC WORKS DEPARTMENT -- -
NIDNE °BNTY,NE FIRE HYDRANT INSTALLATION }
,
H I
STONE
_ _
oA4E
I
CONCRETE PAB -T
VALVE BBXJ
_
h
OF SOIL VALUES.
A MINIMUM Of 6 ' OF CUNCRETF
T /
10 x18 x6'+�
WILL BE PLACED UNDER THE BASE
6' MECHANICAL JOINT
GATE VALVE
14 GP STEANDED BLUE 111111
COPPER TRACER WEE
MECHANICAL JOINT
HYDRANT HYYDRANT TEE '
UNION COUNTY PUBLIC WORKS DEPAATNENi - -
M °NL °UNTYNL 2"
STANDARD RETAIL -
- SCALE
BLOUJ -OFF odT51,-
2
I
I
- --
SCALE
NTS
- - - - - -� STANDARD DETAIL -.
UNION COUNTY PUBLIC WORKS DEPARTMENT -- -
NIDNE °BNTY,NE FIRE HYDRANT INSTALLATION }
IT- DITCH BANK
CONTRACTOR SHAT I USE TIE RODS TO SHIM AS NECESSARY
OF 2000 PS F. A A WATER TEST PRESSURE BE 150 P. SI. SIZES OF THRUST
_ _
oA4E
I
CONCRETE PAB -T
VALVE BBXJ
_
h
OF SOIL VALUES.
—
T /
PROVIDE
11 TAP PAPER JOINT BETWEEN CONCRETE THRUST BLOCK AND
PORTION IF PIPE AEING PNCT {BRED_
DITCH BANKS -
\
VALV[BUx�� \y HocAT'..`
/ , K
V(PI1E T -
CDNCRETEJ 4 LIE pIA. STONE —I
CLASS A CLASS B
11 GAUGE STHANDtD BLU'E� _.. 2. CAST IRON MARCO ADAPTOR IGGET COA LED TO
.__
11 IRS
ALL CONCRETE =3000 PSI
1J � �� ALL ST ONE = NCD.O.T. N0. 67
11111j.
IT WATERMAIN / A
154 LF DIP RESTRAINT( �2' OF 2" BRASS NIPPLE 2 THREADED VALVE
IAI Ml PLUC,J
STANDARD DETAIL _ _ _ STFN(IAAO DETAIL
-
ONION COUNTY PUDLI( WORKS DCPARTMENT --' SCALE- �. UNION COUNTY PUBLIC WORKS DEPARTMENT "'- ' -"
NTS U6110N COUNTY, N.C. 11 /� I [1 _NT.S.
REDUCER -DATE? 7 UNION COUNTY, N C, PIP(_ BEDDING DATE.
8 0 R 6 X 2 E D I ,B -A -„ — - 1 -17 -06
UNDISTURBED EARTH DITCH L
12
ANCHORAGE SCHEDULE
MAX tS -CON rF
CONCRFTE�
PLAN TEE
III -1111
Y ...
THRUST BLOCK DIMENSIONS BASED ON SOIL BEARING CAPACITY
IT- DITCH BANK
CONTRACTOR SHAT I USE TIE RODS TO SHIM AS NECESSARY
OF 2000 PS F. A A WATER TEST PRESSURE BE 150 P. SI. SIZES OF THRUST
'I' / CONCRETE
SECURE VERTICAL BENDS
BLOCKS MAY BE REVISED BY THE ENGINEER WHERE BEARING CAPACITY
VALVE BBXJ
_
h
OF SOIL VALUES.
—
T /
PROVIDE
11 TAP PAPER JOINT BETWEEN CONCRETE THRUST BLOCK AND
PORTION IF PIPE AEING PNCT {BRED_
DITCH BANKS -
[ BIOCH .Y I"T� A
' \\
�UNDISTURBED
BOTTOM ;� d
ALL CONCRETE THRUST BLOCKS SHAs BE 2500 P.S.I. CONCRETE.
EARTH
4 EARTH
MAXIMUM VERTICAL REFLECTION SEA LL BE 221/2 °.
PLAN 45° BENDS
— DITCH
SHALL REMAIN TREE OF CONCRETE FOR INSPECTION, REPAIR OR
ALSO 90° 22 112° 111/2°
BANKS
REPLACEMFNE OF JOINTS
REPI,A
'I
PLAN TEE
III -1111
THRUST BLOCK DIMENSIONS BASED ON SOIL BEARING CAPACITY
IT- DITCH BANK
CONTRACTOR SHAT I USE TIE RODS TO SHIM AS NECESSARY
OF 2000 PS F. A A WATER TEST PRESSURE BE 150 P. SI. SIZES OF THRUST
'I' / CONCRETE
SECURE VERTICAL BENDS
BLOCKS MAY BE REVISED BY THE ENGINEER WHERE BEARING CAPACITY
VALVE BBXJ
_
h
OF SOIL VALUES.
—
T /
PROVIDE
11 TAP PAPER JOINT BETWEEN CONCRETE THRUST BLOCK AND
PORTION IF PIPE AEING PNCT {BRED_
DITCH BOTTOM
T.
[ BIOCH .Y I"T� A
' \\
B/P �UN°STURBED
BOTTOM ;� d
ALL CONCRETE THRUST BLOCKS SHAs BE 2500 P.S.I. CONCRETE.
EARTH
MI 1f/2 CU. Y9
MAXIMUM VERTICAL REFLECTION SEA LL BE 221/2 °.
UNDISTURBED EARTH OF CONCRETE
SHALL REMAIN TREE OF CONCRETE FOR INSPECTION, REPAIR OR
ELEVATION AT FITTINGS
REPLACEMFNE OF JOINTS
REPI,A
VERTICAL BEND
_
UNioN COUNTY PUBLIC WORKS O�PARTMENI
-..
STAN°AR°BETAIL - - - -- -
TS' 200
-- - -- ._.. _. _STANDARD DETAIL - - --
UNION COUNTY PUBLIC WORKS DEPARTMENT S(AIE:
r
-
1 `�1
-_- _
- -
SCALE.
NTS.
TS
UNION COUNTY, N C.
L
THRUST BLOCK _I
11 -17-06
UNION COUNTY, NC. T
THRUST BLOCK SPECIFI A IONS
1- ^l06
NO
R1011 300
'I
PLAN TEE
III -1111
THRUST BLOCK DIMENSIONS BASED ON SOIL BEARING CAPACITY
IT- DITCH BANK
CONTRACTOR SHAT I USE TIE RODS TO SHIM AS NECESSARY
OF 2000 PS F. A A WATER TEST PRESSURE BE 150 P. SI. SIZES OF THRUST
'I' / CONCRETE
SECURE VERTICAL BENDS
BLOCKS MAY BE REVISED BY THE ENGINEER WHERE BEARING CAPACITY
VALVE BBXJ
_
h
OF SOIL VALUES.
—
T /
PROVIDE
11 TAP PAPER JOINT BETWEEN CONCRETE THRUST BLOCK AND
PORTION IF PIPE AEING PNCT {BRED_
DITCH BOTTOM
T.
[ BIOCH .Y I"T� A
' \\
B/P �UN°STURBED
BOTTOM ;� d
ALL CONCRETE THRUST BLOCKS SHAs BE 2500 P.S.I. CONCRETE.
EARTH
MI 1f/2 CU. Y9
MAXIMUM VERTICAL REFLECTION SEA LL BE 221/2 °.
UNDISTURBED EARTH OF CONCRETE
SHALL REMAIN TREE OF CONCRETE FOR INSPECTION, REPAIR OR
ELEVATION AT FITTINGS
REPLACEMFNE OF JOINTS
REPI,A
VERTICAL BEND
_
UNioN COUNTY PUBLIC WORKS O�PARTMENI
-..
STAN°AR°BETAIL - - - -- -
- --
-- - -- ._.. _. _STANDARD DETAIL - - --
UNION COUNTY PUBLIC WORKS DEPARTMENT S(AIE:
r
-
1 `�1
-_- _
- -
SCALE.
NTS.
TS
UNION COUNTY, N C.
L
THRUST BLOCK _I
11 -17-06
UNION COUNTY, NC. T
THRUST BLOCK SPECIFI A IONS
1- ^l06
'I
) III VIII
III -1111
TAMPNN 6'-12 'LIFT
-
N CAREFULLY COMPACTED
SELECT BACK FILL 1 fT.
TER BY COUNTY AT
PREVAILING RATE
VALVE BBXJ
B'
�R "--
ABOVE TOP OF PIPE
HAND TAMP EARTH
1 EXISTING
WATER MAIN
THRUST BLOCKING OR
TAPPING SLEEVE J-
6 VALVE
EXISTING
WATER MAIN
THRUST OWNING
RESTRAINT JOINT
PIPE FROM VALVE
1054' PAST CASINO TAPiRG SLEEVE
f_ 6 VALVE
W
�BRABB NIPPLE 10F2 THREADED � N — ENCASEMENT
1 i B2 THRE DED { INp �
2�
I I fi" PVEPIPE MINIMUM COVER 1536" i L\
2'PVG Sl1R 411100 PSI( OIP WATER MAIN)
o w
`r- INCASEMENT
12 THREADED
TAEpVALVf �I EOFJtU51 12 OA LARGER DIP �01G OUT FOR BELL
U . n TIE IN - DUCTILE IRON DETAIL TIF IN - DI RF.S.ION 13'
o BRA55 NIPPLE - II
d' SADDLE (SIZE II BLOCKING OPTION A OPT
„ III 14 GAUGE STRANDED BLUE 2 ELBOW IBRASBI 2'ELBOW IBLUA551 2 THREADED VALVE I -! 12'iMREADED _.
u iOBEOETERMINEO IAA 'I /� 14 GAUGESTRANDEDBLUE �{ SHALL BE SLED IN LARGER NCKNELLE
J IN FIELD 1 �� 7�yi� / COATED COPPER TRACER WIRf CONCRETEr� I SHALL BE USED IN SELECT BACKFILL - - --
l/ �2 1^ RAINT JOINT DETAIL
/9 l� - -_ - -- -. -/j BLOC INCA /iJ� 4 "�COUSDR 1035EEV�PER TRACER WIRE- I 'I BRASS NIPPLE . - -. CONCRETE \
o THRUST 'IT BLOCKING "/L J.- OPT ON A' OR B WILL BE REOUIREO. DEPENDING ON
WATERMAIN (SIZE �x t 2" THREADED BRASS LENGTH f l (TAPE BELLS TOGETHER TO PREVENT PIPf "E�� -�J
�a TO BE DETERMINED l� \�\�pETERMINEDBY WNEREBO %IS \ SEPERATION DURING INSTALLATION) SADDLED TH`_ANOUNTOF SPACE AVAILABLE TO BE HELD VERIHEp
o
IN BRICK SUPPORT _BRICK SUPPORTS EVERY TIT1 SET
UNDER VALVE 4' ON CENTER MINIMUM `\, 2" HAR O ADAPTOR R" MARCO ADAPTOR BRI[N SUPPORT WATERMAIN
jL f (SIZE OF WATERMAIN AND SADDLE'
Ns (EAST IAOMI (CAST IRON) UNDER VALVE
_ _ TO BE DETERMINED IN FIEL01 _
°� __ - - STANDARD DETAIL___ _ ! UNION COUNTV PUBLIC WORKS DEPARTMENT _ STANDARD DETAIL _ .- r UNION COUNTY PUBLIC WORKS DEPARTMENT - - .SIANDAPD DETAIL .. SCALE. UNION COUNTY PUBLIC WORKS DEPARTMENT - - STANDARD DETAIL — SCACE --
a UNIOM1 COUNTY PUBLI['WORKS DEPARTMENT - 5[ntE� (� [ALE `. / [ I� L1 R R I� r 1 (Jll
- N,T,S_t L� 7 UNION COUNTY, NC OATL J VV A T L R T Il E N_ DAi AJ E/ UNION COUNTY. NC, T A R I- V U SLEEVE iB �J
...Nm.NTV NE 2" SHORTSIDE SERVICE FOR 1 1/2" OR 2" METERS 2" LONGSIDE SERVICE FOR 11/2 "OR 2" METERS A n uxlpNmuNEV,NS A T D6
Stantec Consulting Services Inc
2127 Ayrsley Town Boulevard, Suite 300
Charlotte NC U.S.A.
28273
T.I. 704.329 .0900
Fax [phone]
. StantEC.Cam
Copyright Reserved
Th. C,,tEOY1bF III I VOTE, and . rasp... ble r0 all dmera.ns. DO
NO th d W.g - O.y a ns shall be reported t.
SNUA,, wii CHILI
ThP C py ghts to CH dARIRS a d d—PRES Lr, the property OF
St t R p .duct... — PDT Buy purpose .th=r than that
OCUPPA zed by St.,1RO 's 1Crb'dde.
Notes
2 REV. PER UCPW COMMENTS CIP CP 12/70/24
1. FDR RENEW ONLY N07 FOR CONSTRUCTION iMB CP 12/02/07
Revision By Appd. YY.MM.UO
File NC— 40056C- 505CON CP RSK CP 08,06 11
Owr Chkd. Osgn. YY.MM.OD
Seal
0J 4 x'b.1
• G E
,/ IN
ClienUProject
PULTEGROUP
11121 Carmel Commons Blvd. Ste 450
Charlotte, NC 28226
KERR FARMS
Village of Marvin, NC U.S.A.
Title
UNION COUNTY STANDARD
DETAILS
''..
Project No. Scale
178440056 NITS
y'. Oravdng No. Revision
C1 0.09 2

GRAVITY SEWER - BEDDING DETAIL
NOTES: a CAREFULLY COMPACTED
SELECT BACK FYL 1 Ft.
FOR PV( - -USE SON 35 FOR 10 FT. OR LESS. ABOVE TOP OF PIPE
USE SDR 26 FOR 10 FT. OR MORE.-1
USE DUCTILE IRON- IF UNDER 3 OF DEEP I. q6I STONE
OA OVER 18 FT, DEEP, -
aA NO STONES LARGER THAN # 67 STONE
SHALL BE USED IN SELECT BACKFILL
I -- - CLASS C - ITS
TAM IN
-B -'_ e - 6w GAEIFULEY COMPACTED
PVC (900
SDR 18200 P51 i BACK t T.
/ SELE( BAC IPI F
OR ABOVE TOP OF PIPE
IN DUCTILE ROTECTLg5S 350
WITH PROTECTED 401 LINE I HAND TAMP
EARTH
aNOSTONES LARGER THAN# 61 STONE -- �I iF-1 l llHIII III IIII II II' "Ll Ull
SHALL BE USED IN SELECT BACKnII LT ..ill -TJI III-II II II IILI
FORCE MAIN
-. -- _.
STANDAAD DETAIL_ _. -,_-
UNIpNCOUNTYPUBLI [WORKS DEPARTMENT - - -- - -3iA.
UNION COUN Y N.C. - SEWER BEDDING OA1
114
Anti -seep rollers may he .... trusted Hhclass Bsonnets or comported day. The rompasfed slay shall haven
p f d h g TI X IOSem/se4 er less. The followng spesfsafons apply to doss B concrete
Mi' ent rontenf sores per Nhr yard w th rPNded source aggregate 5.0
h MIT rantent sacks er cub's a" Wfh an ular worse a e ate 5.5
.N - at -nolnt ratio galan =per sack 6.6 g gWg
tl 51 p FBD,e 2" to 4'
e MWmam Strength 28 day p,i Z500
STEEL PIPE
P 1 11 RAN _I - �- 11.1 FRATIRCVE GRADE
\ ,I-- wsx) _ GRADE RN. KIND. SIB BIT. GRACE 9313 PHMEN
r\
T
L� „fBSns�EEx
zs�m
\� N) 1• (1 on )) 1 1B" MAX. '
_ii' L.T \ `1\
1J
1/4 z 2' STAINLESS STEEL STAN
' AI6,ATLLOF N 1 M G I EACH BARE
BOTTOM VIEW T E
ME Lmsmemmrwssj s - 5 0 FOR PIPES BOLTS PRSTRAP
T 3/
EVER IN
4-
18 " &SMALLERS -.I.
ONrRETF AIkInR
PRECAST INVERTS ONLY
Iii ::ZEE
L
NOTES: 21 /6 "J' 1.. J.J 133/4"
3
2. MACHINE ALLSONTATSURFAC SAND
BETWEEN HOLES FIND AND COVER. �� I'101/4" - I INSTALLED ON 2. MACHINE ALL CONTACT SURFACES BETWEEN RING AND COVR. L I111n 5'E %?ERNAL/pNi/SEAM WRAP NSTALLfOOx EAmwgNI%E CDNA Tmx
43/8" 2 01/2 IZI MA TESTING EAR MANHGtE IS INSTALLED ARE All PIPES ARE CONNFRN,BUi BEFORE BACKFILLN4 THE MANHOLE SNAIL BE VANUM if5Tf0.
3. PROVIDE TWO VENT HOLES IN COVER, 1 'OIA.IAPEAE0 iD 1-1/8' OR J1/2" ALL PWfSVfNTERN6ETHE MAXNOLC SALE BE PLUGGED AND BRACR.THECONTMfi0.x RHAEC NRNISN ALL MATRALS, LABOR ANC EQUIPMENT NECESSARY TO PERFORM
REVERSE SIDE, z'3 /B I� THE SEEMS A VACUUM OF IC MICROS OF MERCURY SHALL BE CREAtED R THE INSIDE OF MANHOLE. AT FIRE VACUUM OF tO NICHE OF MERCURY THE PUMP SHALL
4. MINIM UM WEIGHTS. COVER -12D CBS. RING- 190LBS. 2'- 91/4 ^ - BE 510PPE0 AND THE TIME RHLIL Be MEASUREB FOR THE VACUUM TO .111 NCHf5 FALURf 11 THE TEST SHALL BE ANY AMOUNT OF THE LESS
iNEfOLLOWIN6.
5. ALL MANHOLE RINGS OUT OF ROAD RIGHT OF WAY SHALL BE BOLTED 4Fr BAN 7 MANHOLE IL[ GS NATON15
IN MAXHDLE WITH 5/8" DIAMETER KWIK BOLT STUD ANCHOR SYSTEM. (U.S FOUNDRY -669, VULCAN -1384 DA EQUAL) 6 FT' maN[TEN MANNBLE -iB 1ECORE1
HILTI BRAND OR APPROVED EQUAL EN NANNoiE iso sE[oNUs
1111 BARETION OPEN TEST FAILURE, THE CRTRACTOR SHALL REPAIR ALL LEAKS AND RETEST THE MAMH01£ ONTIL THE IfSi HAS PASSEe.
STANDARD DETAIL _ _ STANDARD DETAIL_ _
UNION COUNTY PUBLI(WOflKS DEPARTMENT - - -'- -" -' O'nC.����E UNION COUNTY PUBLIC WORKS DEPARTMENT - L
8 A UNION COUNTY N.C. R N G & C O V E R UAI E 9 UNION COUNTY, NC M A N I 0' E 0 "ATS[
OF 5i12
I
i
54' RESTRAINT JT. PIPE DIP 54' RESTRAINT LT. PIPE DIP
90° ELBOW
i 90' ELBOW3 /4" CORP. STOP 3/4" CORK STOP
PROPOSED LINE -��
TAPPI G VALOVEOS� � - ` -
RESTRAINT TAPPING VALVE
IDT T TAPPING SLEEVE PIPE T FOR THRUST BLOCKING
?T SEE DETAIL # 161
ISEE DETAILT# LOOiCKIN6 -
EXISTING WATER MAIN EXISTING WATER MAIN
LINE STOP VALVE TO DE LINE TO LINE TO LINE STOP VALVE TO BE All
PER MANUFACTURES
PORTED ABANDONED j ABANDONED PER MANUFACTURESPORTED
RECOMMENDATION RECOMMENDATION
PLUG TO BE RESTRAINT PLUG TO BE RESTRAINT
TO CONCRETE ANCHOR TO CONCRETE ANCHOR
NOTE: ALL WATERMAINS ALONG EXISTING DOT ROADS MUST BE A MINIMUM DISTANCE OF A 1/1 RATIO OFF
EDGE OF PAVEMENT OR BACK OF CURB,
I
STANDARD DETAIL
UNION COUNTY PUBLI(WORKS OEPAATMENT - 'ATI SCALE: /C 12 7 UNION COUNTY, N.C. WATERMAIN RELOCATION FOR LARGE WATERMAINS DATE H
3811. -. -..
METER & (ONNECTOq LINE
EXISTING WATERMAIN RPZ _ SLEEVE LONG PATTERN
z TAPPING PLUG
2" GATE VALYE� ( ^ \' RESTRAINT VALVE
�
' - 11
/ 'ci �..
\\ 54 LF RESTRAINT IT
`�REOUCER TO 2"
TAPPING SLEEVE NEW WATERMAIN
TAPPING VALVE SEE NOTE # 6
STEEL ENCASEMENT PIPE NOTES: 4 CLEAN Our EXTENSION
1. THE CLEAN -OUT SHALL BE ADIUSTEB TO GRADE i0 BE LOWERED AFTER
AND THE POST REMOVED 3Y THE PLUMBER UPON CONNECTION TO BUILDING PLUMBING
CONNECTION TO THE TAP. I '� L ".4"x6' (MINI POST r0 BE
\ 2. PLUMBER SHALL HAVE THE OPTION TO INSTALL A ONE _REMOVED AFTER CONNECTION
If -� / \\\ PIECE 4" 5(H. 40 COMBINATION WYE TO MINIMIZE
TRENCH DEPTH OR COMBINATION SEWER SERVICE EGNCRETE / TOOUILOIN6 PLUMB!N6
- -- �� ��L�\ SPIBER SUPPORT AND SPACER AVAILABLE Mry PROTECTOR ISEE NOTE II
LATERAL FROM THE 4" STUB OUT. PING FINISHED GRADE
\ FROM SPIDER MANUFA(iURIN6, INC. INSTALL 3. ALL CONSTRUCTION BY THE PLUMBER, EITHER OPTION I
PER UNION COUNTY INSPECTOR AND PER C
MANUFACTURERS SPECIFICATIONS. OR OPTION 2, SHALL BE INSPECTED AND APPROVES �y
BY UNION COUNTw PLUMBING INSPECTOR LIKELY A
{ VALID P WMBING PERMIT.
CONTRACTOR RESPONSIBLE FOR
III I INSPECTING MATERIALS AND WELDS ACONTRACTORA UNION LATERAL EL 4'PV[FEMALE
I\t( CARRIER PIPE '�! I TO INSURE ALL SPIDERS WILL PERSONNEL NAY ADJUST SERVICE LATERAL ELEVATION gOAPTOR W /OH(. 3A'
1(11 !i FUNCTION PROPERLY. WITH FITTINGS IF ADEQUATE GRADE EXISTS. 40 PLUG MIN
5, LATERAL CONNECTIONS TO MANHOLES MUST BE
CORED AND BODT INSTALLED. 4 " SDI. 40 PVC
\\- 4' SCH, 40 1/8 BEND OPTIONAL 4 "SR.40 COMBINATION
WYE TO BE INSTALLED n
SOLVENT WLLO CONNECTION ITYPI
�\ // BY BUILDER'S PL UMBER f, TO BUILDING
4 "SOH. 40 PVC NIPPLE. If AD'_➢UATE GRADE EXISTS
BY PLUMBER
LENGTH VARIES D........ ON - - - -- TO BUILOIN6'S FLOOR { OPTION 2
-- - - DEPTH OF SEWER MAIN TO 10 BUILDING
CARRIER PPE CASING PIPE ID WALL FLCKNES3 ELEVATION ISEE NOTE 21 (SEE NOTE 31
_ 4 8 0188 - MINIMIZE INSTALL ROTATED 45' ROM ES ill,_ BER MAIL BEING,
- 4 SCH 40 COMBINATION WYE TT OPTION 1
WYE
NOTES. � ( � IOEE NOTE 31
_ B - 16 0 250
6 0250 WYE
1. NO PIPE SHALL BE SUPPORTED 81 BELL _12 20 _ 0281
2. ENO SECTIONS LESS 4'MAY BE UNSUPPOA'EO. 24 0344 -` tY. MW. SLOPE v.
3. WALL THICKNESS AS PER TABLE UNLESS OTHERWISE SHOWN ON PLAN -..24 q 6 THE SPRING EINE
4. ALL PRESSURE ATENOS-2" x ACING WHELE ALLOWENO 30 42 0500 II
m wswr
5. ALL PRESSURE PIPES i0 HAVE TRACING WIRE IN ALL CASING BORES 36 48 0500 4"CCAP1
it
-- -- ' - ! GRAVITY SEWER MAIN 4" STUB ON
(SEE SPECIFICATIONS] 4" STUB OUT
_ 5 ANEAPU DETAIL " "- "- - - - - -- - -- ' - "'- STANDARD DETAIL
UNION RUNTY PUBLIC WORKS DEPARTMENT - PIPE E E , ,CASEMENT 11�p1 O6 -- UNION COUNTY, N.C.
VI 14 SEWER LATERAL ABLE
SCALE UNION COUNTY PUBLIC WORKS DEPARTMENT -
T I II
HYDRANT TEE -\ 14 UGE STRDD BUE I t
COATEDCOPPERTAACERGA ANELWIRE\ /
Of OR6 "WATENMAW- T
154 LF DIP RESTRAINT) LE2'OF 2 "BRASS NIPPLE `2 "THREADED VALVE
6x2 MU PLUG
-_ sTANDAkUDETAL - __
UNION COUNTY PUBLIC WORKS DEPARTMENT - -- -- - - -- (ALE: I
ENIONCODNTT,NC HYDRANT TEE X2" REDUCER V A
GENERAL NOTES:
C€ SyLN�Tg
1 Contra tar fully responsble for contractng all appraprate panes and essurng that Utlties era
located prior to the commencement of con Ot- on Coll Carol-no One at 1-800-632-4949 for
Utility locatng se vices 48 hours prior to commencement of any work and UCPW at 704 - 296 -4210
for water cad sewer locates
2 Santary sewer laterals locations are app -i-to and are subject to relocat on due to feld
locatoF.
3, Sanitary sewer laterals ore to be installed at o depth no greater than 5 (Eve) feet where prod col
at the property line unless ndcated on the plans to be nstalled at "W hit- Slop.", The
fontractor shall coordinate with the developer to nsure that all laterals are at adequate depth to be
unctional for the lot in question (i.e. basemeat fats, etc.)
4 Contractor 1, responsible for placing barricades using flagmen etc., us necessary to nsure safety
to the pubic
5 All pavement cuts, concrete or asphalt ore to be replaced accordng to standards of the North -
Carolina Department of Transportat'an and Union County Pubic Works Department standards.
6. Shoring will be according to OSRA Trenching Stande,T S Part 1926 Subpart P, or as amended,
7, M n mum cover of 36 for water mans
B. 0UCtF. Iron Ape required for wore. and ca tort' n sewer lines if the following clearances are not
met.
18 "vertical for water I'ne mstallea above sewer I'ne. D.I.P. both pipes.
Water Hne cross ags under sewer line (far any clearance). D.I.P. both pipes.
10' horizontal Operation far water Ilse parallel to sewer line. O.I.P. both pipes.
12" clearance with storm dra ns, gos mans, telephone duct banks and underground cables.
9 EXOCt locatons of water service connections one requ -red for as built records.
10 Waterline typical location 1. 5' behind back of curb.
11 Standard Dmenson Ratio (SCR) 26 pipe shall be used I, aRt.Hortimn depths greater than 10' of
depth and less than 18' of depth. If more than 18' depth use DIP.
t C -� @c /a�RA F�ivaJ rvc
(�) ocriacs
/
i 4 2\r N
�N (�IoT A / Cu
)y
TI, r A 1£
� \ a r 11- m on Fell., ®
\SM(PEVMS@ �
(a) P.W. a wxass (z) cuz Loa -
ii#mm
BOTTOM VIEW
2 11/4
�1 113/
e
es I x, Le 1 111/2 t f /2"
s4'ni �r L/, Rmc, F
�, run w.ivrcR /-
[9emm71- ssxm 2118 /1 1 "MIN
1 101 /L"
Z 01/2"
2- 91/4'.
(U.S. FOUNDRY 669, WL[pN- 13B40R EOUALI
iit�ocKSxor i wio'o) wac III NOTES
=T1 zx [e 7 I. ALL CASTINGS TO BE FREE FROM SAND HOLES. NO PLUGGING ALLOWED.
2. MACHINE ALL CONTACT SURFACES BETWEEN AIN6 AND COVER,
CAM & GASKET GROOVE 3. PROVIDE 2 CLOSED PIDLHOLES
DETAIL 4. MINIM UM WEIGHTS. COVER -95 LBO. RING -190 CBS.
5. ALL MANHOLE RINGS OUT OF ROAD RIGHT OF WAY SHALL BE BOLTED
INTO MANHOLE WITH 5/8" DIAMETER MAN BOLT STUD ANCHOR SYSTEM.
HILTI BRAND OR APPROVED EQUAL.
UNION COUNTY PUBLI(WORNS DEPARTMENT RING COVER FOR SEALEEAD MANHOLES 0 n
UNION COUNTY, N
NTs: 9 A
9 -t -12
"NEE f
r'_... CONSTRUCTION I FENCING
H
_ =�
(r 5 FENCE COSTS I-I
BCANII III
to e
xUDC
TOP VIEW
E
1 II FOUR14) 3 STEEL 'T' FENCE POSTS SHALL ABU
BELOW GRACE WiFTH N4 ABOVE GRADE. BOX Di
PI ORANGE CONSTRUCT ON FEN[ N6 SHALL BE
I
USED TO WRAP AROUND THE FOUR (4) STEEL `T'
[I ] FENCE POSTS.
31 ALL WATNm MFTERp XE S AND SANITARY
RBR aF WAY E IN ATTIRE ROF ThT OO
00 u
- L u L I I L D 1 11 FINAL EXADE
WATEONVIN
SIDE VIEW 1
UNION COUNTY PUBLIC WORKS DEPARTMENT - - - STANDARD DETAK - - _ 'o /
-
-
ONIDNCOUNTYNC 3/4" AND 1 MFTFR PROTECTION (U-`
EASE MEN
B �' QI
1/a i
BEES To R-
FRC�4NTED A MN. s' CATER METER a Eli aBUN s' VIALLEM aVERN CLCPNOUT ARE i0 IF
AND CLEANOUTS CL41"A" wA LTY FROM LEUUOUtMS�ER
,1 - N aNT " (WA1. SEWER Far-) 'IER.AR / F"IMIRNT
UNON COUNTY sPECFCATONS E "'PER PPE PE
OC zS�F DE M 5� TR_1
EE
usxac
TYPICAL WATER /SEWER SERVICE
LOCATIONS
50' RIGHT OF WAY
NOT TO SCALE
20 PDE /LSE sa f za PUE/'RE
MC po
E ENWT E Q.
Ew /a• a° LL
�A
TREEB TD ME - -1
EROA WATER METEAND cLEANOUTS oC CovERIN. WATER METER er.
WATER METER Y p cLEANOUT ME TO PLABNTED ABM IR 5
cLLArvou II eoc cLFaN DEC our a' (WIN COAL) xnrERMaN EASEMENT. LMY ANO cLEANauTs
"THE INATER MUST BE ON ON __ E_RT_T ONS COPPER PPE PE ^^
TYPICAL -WATER /SEWER SERVICE
LOCATIONS
40' RIGHT OF WAY
NOT TO SCALE
GENERAL N�T S CQN j
12 One X" water serv'c s shown on each tat. ControcCar to Install meter boxes level and at
fn shed grade (TYPICAL)
13. Sanitary sewer service cleanout to be located 11' DEC but Inside 20' utility easement. (TYPICAL)
14. Do not place sidewalk over watermains.
15. Oo not plant trees over wate-1 -, sewerma ns or wthn their easements.
16. AMR meters are required on all new projects
Stantec Consulting Services Inc
2127 Ayrsley Town Boulevard Suite 300
Charlotte NC L S A
28273
Tel. [phone]
Fax [phone]
`iW� /lG\e www stanlec COm
Copyright Reserved
The Controcior s re
hall ...ft' and be spons'bie for all d nPrri s . DO
rn
NOT sle the drawng any errors an om ss ons shall be reported to
Stantec wthout delay,
The Copyrights to all desgBS and dnawngs are the property of
Stantec Re -aduanne o y purpos
se for an a other than that
authonzed by Stantec 's forbidder
Notes
GENERAL NOTES.
2. REV. PER VDOW COMMENTS
1. FOR RENEW ONLY NOT FOR CONSTRUCTION
111 INSTALL CONNECTOR LINE FROM TAPPING VALVE TO NEW
°o
12�10�24
12/02/07
MAIN EBB FILLING, TESTING AND STERILIZING NEW MAIN.
121 CONNECTOR ENE TO BE ASSEMBLED WITH RPZ AND MET ER BY CONTRACTOR
A=I
Appal.
AIN TO BE DP RU TED AND INDEPENDENT OF EXISTING MAIN.
131 FINAL CONNECTION TO OUSTING MAN TO BE MADE ONLY AFTER TOTAL
PROTECT IS BREAK ED BY UNION COUNTY PUBLIC WORKS.
141 VALVES ON EXISTING SYSTEM TO BE OPERATED BY UCPW FORCES ONLY,
15) ONLY ONE CONNECTION WILL BE ALLOWED BETWEEN THE EXIS I ING SYSTEM
ANO THE NEW CONSTRUCTNN UNTIL TESTING AND DISINFECTION IS COMPLETE.
_
RN MAXIMUM LENGTH OF PIPE NOT TO EXCEED IRP
o°
R
I
STANDARD DETAIL
oDO
UNION COUNTY PUBLIC WORKS
DEPARTMENT,
<DO NIDNEDDNTYNL.
DIRECT TAP JUMPER CONN. ONGSIDE
STEEL ENCASEMENT PIPE NOTES: 4 CLEAN Our EXTENSION
1. THE CLEAN -OUT SHALL BE ADIUSTEB TO GRADE i0 BE LOWERED AFTER
AND THE POST REMOVED 3Y THE PLUMBER UPON CONNECTION TO BUILDING PLUMBING
CONNECTION TO THE TAP. I '� L ".4"x6' (MINI POST r0 BE
\ 2. PLUMBER SHALL HAVE THE OPTION TO INSTALL A ONE _REMOVED AFTER CONNECTION
If -� / \\\ PIECE 4" 5(H. 40 COMBINATION WYE TO MINIMIZE
TRENCH DEPTH OR COMBINATION SEWER SERVICE EGNCRETE / TOOUILOIN6 PLUMB!N6
- -- �� ��L�\ SPIBER SUPPORT AND SPACER AVAILABLE Mry PROTECTOR ISEE NOTE II
LATERAL FROM THE 4" STUB OUT. PING FINISHED GRADE
\ FROM SPIDER MANUFA(iURIN6, INC. INSTALL 3. ALL CONSTRUCTION BY THE PLUMBER, EITHER OPTION I
PER UNION COUNTY INSPECTOR AND PER C
MANUFACTURERS SPECIFICATIONS. OR OPTION 2, SHALL BE INSPECTED AND APPROVES �y
BY UNION COUNTw PLUMBING INSPECTOR LIKELY A
{ VALID P WMBING PERMIT.
CONTRACTOR RESPONSIBLE FOR
III I INSPECTING MATERIALS AND WELDS ACONTRACTORA UNION LATERAL EL 4'PV[FEMALE
I\t( CARRIER PIPE '�! I TO INSURE ALL SPIDERS WILL PERSONNEL NAY ADJUST SERVICE LATERAL ELEVATION gOAPTOR W /OH(. 3A'
1(11 !i FUNCTION PROPERLY. WITH FITTINGS IF ADEQUATE GRADE EXISTS. 40 PLUG MIN
5, LATERAL CONNECTIONS TO MANHOLES MUST BE
CORED AND BODT INSTALLED. 4 " SDI. 40 PVC
\\- 4' SCH, 40 1/8 BEND OPTIONAL 4 "SR.40 COMBINATION
WYE TO BE INSTALLED n
SOLVENT WLLO CONNECTION ITYPI
�\ // BY BUILDER'S PL UMBER f, TO BUILDING
4 "SOH. 40 PVC NIPPLE. If AD'_➢UATE GRADE EXISTS
BY PLUMBER
LENGTH VARIES D........ ON - - - -- TO BUILOIN6'S FLOOR { OPTION 2
-- - - DEPTH OF SEWER MAIN TO 10 BUILDING
CARRIER PPE CASING PIPE ID WALL FLCKNES3 ELEVATION ISEE NOTE 21 (SEE NOTE 31
_ 4 8 0188 - MINIMIZE INSTALL ROTATED 45' ROM ES ill,_ BER MAIL BEING,
- 4 SCH 40 COMBINATION WYE TT OPTION 1
WYE
NOTES. � ( � IOEE NOTE 31
_ B - 16 0 250
6 0250 WYE
1. NO PIPE SHALL BE SUPPORTED 81 BELL _12 20 _ 0281
2. ENO SECTIONS LESS 4'MAY BE UNSUPPOA'EO. 24 0344 -` tY. MW. SLOPE v.
3. WALL THICKNESS AS PER TABLE UNLESS OTHERWISE SHOWN ON PLAN -..24 q 6 THE SPRING EINE
4. ALL PRESSURE ATENOS-2" x ACING WHELE ALLOWENO 30 42 0500 II
m wswr
5. ALL PRESSURE PIPES i0 HAVE TRACING WIRE IN ALL CASING BORES 36 48 0500 4"CCAP1
it
-- -- ' - ! GRAVITY SEWER MAIN 4" STUB ON
(SEE SPECIFICATIONS] 4" STUB OUT
_ 5 ANEAPU DETAIL " "- "- - - - - -- - -- ' - "'- STANDARD DETAIL
UNION RUNTY PUBLIC WORKS DEPARTMENT - PIPE E E , ,CASEMENT 11�p1 O6 -- UNION COUNTY, N.C.
VI 14 SEWER LATERAL ABLE
SCALE UNION COUNTY PUBLIC WORKS DEPARTMENT -
T I II
HYDRANT TEE -\ 14 UGE STRDD BUE I t
COATEDCOPPERTAACERGA ANELWIRE\ /
Of OR6 "WATENMAW- T
154 LF DIP RESTRAINT) LE2'OF 2 "BRASS NIPPLE `2 "THREADED VALVE
6x2 MU PLUG
-_ sTANDAkUDETAL - __
UNION COUNTY PUBLIC WORKS DEPARTMENT - -- -- - - -- (ALE: I
ENIONCODNTT,NC HYDRANT TEE X2" REDUCER V A
GENERAL NOTES:
C€ SyLN�Tg
1 Contra tar fully responsble for contractng all appraprate panes and essurng that Utlties era
located prior to the commencement of con Ot- on Coll Carol-no One at 1-800-632-4949 for
Utility locatng se vices 48 hours prior to commencement of any work and UCPW at 704 - 296 -4210
for water cad sewer locates
2 Santary sewer laterals locations are app -i-to and are subject to relocat on due to feld
locatoF.
3, Sanitary sewer laterals ore to be installed at o depth no greater than 5 (Eve) feet where prod col
at the property line unless ndcated on the plans to be nstalled at "W hit- Slop.", The
fontractor shall coordinate with the developer to nsure that all laterals are at adequate depth to be
unctional for the lot in question (i.e. basemeat fats, etc.)
4 Contractor 1, responsible for placing barricades using flagmen etc., us necessary to nsure safety
to the pubic
5 All pavement cuts, concrete or asphalt ore to be replaced accordng to standards of the North -
Carolina Department of Transportat'an and Union County Pubic Works Department standards.
6. Shoring will be according to OSRA Trenching Stande,T S Part 1926 Subpart P, or as amended,
7, M n mum cover of 36 for water mans
B. 0UCtF. Iron Ape required for wore. and ca tort' n sewer lines if the following clearances are not
met.
18 "vertical for water I'ne mstallea above sewer I'ne. D.I.P. both pipes.
Water Hne cross ags under sewer line (far any clearance). D.I.P. both pipes.
10' horizontal Operation far water Ilse parallel to sewer line. O.I.P. both pipes.
12" clearance with storm dra ns, gos mans, telephone duct banks and underground cables.
9 EXOCt locatons of water service connections one requ -red for as built records.
10 Waterline typical location 1. 5' behind back of curb.
11 Standard Dmenson Ratio (SCR) 26 pipe shall be used I, aRt.Hortimn depths greater than 10' of
depth and less than 18' of depth. If more than 18' depth use DIP.
t C -� @c /a�RA F�ivaJ rvc
(�) ocriacs
/
i 4 2\r N
�N (�IoT A / Cu
)y
TI, r A 1£
� \ a r 11- m on Fell., ®
\SM(PEVMS@ �
(a) P.W. a wxass (z) cuz Loa -
ii#mm
BOTTOM VIEW
2 11/4
�1 113/
e
es I x, Le 1 111/2 t f /2"
s4'ni �r L/, Rmc, F
�, run w.ivrcR /-
[9emm71- ssxm 2118 /1 1 "MIN
1 101 /L"
Z 01/2"
2- 91/4'.
(U.S. FOUNDRY 669, WL[pN- 13B40R EOUALI
iit�ocKSxor i wio'o) wac III NOTES
=T1 zx [e 7 I. ALL CASTINGS TO BE FREE FROM SAND HOLES. NO PLUGGING ALLOWED.
2. MACHINE ALL CONTACT SURFACES BETWEEN AIN6 AND COVER,
CAM & GASKET GROOVE 3. PROVIDE 2 CLOSED PIDLHOLES
DETAIL 4. MINIM UM WEIGHTS. COVER -95 LBO. RING -190 CBS.
5. ALL MANHOLE RINGS OUT OF ROAD RIGHT OF WAY SHALL BE BOLTED
INTO MANHOLE WITH 5/8" DIAMETER MAN BOLT STUD ANCHOR SYSTEM.
HILTI BRAND OR APPROVED EQUAL.
UNION COUNTY PUBLI(WORNS DEPARTMENT RING COVER FOR SEALEEAD MANHOLES 0 n
UNION COUNTY, N
NTs: 9 A
9 -t -12
"NEE f
r'_... CONSTRUCTION I FENCING
H
_ =�
(r 5 FENCE COSTS I-I
BCANII III
to e
xUDC
TOP VIEW
E
1 II FOUR14) 3 STEEL 'T' FENCE POSTS SHALL ABU
BELOW GRACE WiFTH N4 ABOVE GRADE. BOX Di
PI ORANGE CONSTRUCT ON FEN[ N6 SHALL BE
I
USED TO WRAP AROUND THE FOUR (4) STEEL `T'
[I ] FENCE POSTS.
31 ALL WATNm MFTERp XE S AND SANITARY
RBR aF WAY E IN ATTIRE ROF ThT OO
00 u
- L u L I I L D 1 11 FINAL EXADE
WATEONVIN
SIDE VIEW 1
UNION COUNTY PUBLIC WORKS DEPARTMENT - - - STANDARD DETAK - - _ 'o /
-
-
ONIDNCOUNTYNC 3/4" AND 1 MFTFR PROTECTION (U-`
EASE MEN
B �' QI
1/a i
BEES To R-
FRC�4NTED A MN. s' CATER METER a Eli aBUN s' VIALLEM aVERN CLCPNOUT ARE i0 IF
AND CLEANOUTS CL41"A" wA LTY FROM LEUUOUtMS�ER
,1 - N aNT " (WA1. SEWER Far-) 'IER.AR / F"IMIRNT
UNON COUNTY sPECFCATONS E "'PER PPE PE
OC zS�F DE M 5� TR_1
EE
usxac
TYPICAL WATER /SEWER SERVICE
LOCATIONS
50' RIGHT OF WAY
NOT TO SCALE
20 PDE /LSE sa f za PUE/'RE
MC po
E ENWT E Q.
Ew /a• a° LL
�A
TREEB TD ME - -1
EROA WATER METEAND cLEANOUTS oC CovERIN. WATER METER er.
WATER METER Y p cLEANOUT ME TO PLABNTED ABM IR 5
cLLArvou II eoc cLFaN DEC our a' (WIN COAL) xnrERMaN EASEMENT. LMY ANO cLEANauTs
"THE INATER MUST BE ON ON __ E_RT_T ONS COPPER PPE PE ^^
TYPICAL -WATER /SEWER SERVICE
LOCATIONS
40' RIGHT OF WAY
NOT TO SCALE
GENERAL N�T S CQN j
12 One X" water serv'c s shown on each tat. ControcCar to Install meter boxes level and at
fn shed grade (TYPICAL)
13. Sanitary sewer service cleanout to be located 11' DEC but Inside 20' utility easement. (TYPICAL)
14. Do not place sidewalk over watermains.
15. Oo not plant trees over wate-1 -, sewerma ns or wthn their easements.
16. AMR meters are required on all new projects
Stantec Consulting Services Inc
2127 Ayrsley Town Boulevard Suite 300
Charlotte NC L S A
28273
Tel. [phone]
Fax [phone]
`iW� /lG\e www stanlec COm
Copyright Reserved
The Controcior s re
hall ...ft' and be spons'bie for all d nPrri s . DO
rn
NOT sle the drawng any errors an om ss ons shall be reported to
Stantec wthout delay,
The Copyrights to all desgBS and dnawngs are the property of
Stantec Re -aduanne o y purpos
se for an a other than that
authonzed by Stantec 's forbidder
Notes
". File Nome: 40056C-- 505CON UP RSK GP 08406. +1
'> Own. Chad. Dsgn. YY.MM.DD
Seal
CAI
Wic 11 - X
%r
�'-raeRr � cP••
ClientlProject
PULTEGROUP
4 11121 Carmel Commons Blvd. Ste 450
Charlotte, NC 28226
ri KERR FARMS
Village of Marvin, NC U.S.A.
Title
UNION COUNTY STANDARD
DETAILS
Project No. Scale
178440056 NTS
Drawing Md. Revision
C10.10 2
2. REV. PER VDOW COMMENTS
1. FOR RENEW ONLY NOT FOR CONSTRUCTION
CW
TMB
fP
CP
12�10�24
12/02/07
r Revision
By
Appal.
YY.MM.DD
". File Nome: 40056C-- 505CON UP RSK GP 08406. +1
'> Own. Chad. Dsgn. YY.MM.DD
Seal
CAI
Wic 11 - X
%r
�'-raeRr � cP••
ClientlProject
PULTEGROUP
4 11121 Carmel Commons Blvd. Ste 450
Charlotte, NC 28226
ri KERR FARMS
Village of Marvin, NC U.S.A.
Title
UNION COUNTY STANDARD
DETAILS
Project No. Scale
178440056 NTS
Drawing Md. Revision
C10.10 2