SW6120203_APPROVED PLANS_20120409

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW �D�/�/%Ag.3
DOC TYPE
❑CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
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SSCO TOP
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CURB INLET (CI)
DROP lN_E` {DI)
FIRE HYDRAr`- ASSBY
WATER VALVE
BLOW OFF
TRk,lSFORMER
TEL, PED.
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LIMITS OF DISTURBANCE
S -T FENCE
EXCAVATEC INLET PROTECT WI
HARL-NARE CLOTH
GAVEL CONSTRUCTION
E'JRANCE
S',,ALE LINER
PROPOSED
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Gooden & Associates, Inc
Surveying a Planning a Mapping
1745 Cypress Lakes Rd
Hope Mills, NC 28348
Phone: 9 T0-223-7766
Firm License: C-1992
Thomas J. Gooden, P.L.S. L-3196
Water supply and sanitary sewer design by:
Don B. Jessup, P.E. 4876
105 Ellington St. Fayetteville, NC 28306
Sheet Index
Sheet Number
Sheet Title
C1
Cover Sheet
C2
Plan & Profile
C3
Grading Plan
C4
Erosion Control Plan
C5
Sand Filter
C6
Erosion Control Details
C7
Street Details & Water Details
C8
Drainage Details & Sewer Details
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SEAL �: _ = •¢ SEAL:
L-4905
4876
.01
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�1/1/Hi. 11
Water and Sewe Only
2012.03.20: UflPy depths & lacct'ions; Grading; Erosion control plan
2012-03-26: Erosion Control notes; SSNH9 loccitlan; Proposed contours
Project
SOUTHVIEW
Section 9
Near Hope Mills
Cumberland County
North Carolina
Cover Sheet
Owner
Fay Partners LLC
5011 Cumberland Road
Fayetteville, NC 28306
Iroiect 0 \ Drowing
11351-BASE.dwg
Mar 26, 2012 I C 1
No Scale
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10424-68-8169 / -- ti --- \
" 244.22` 0f i 8" RCP OX 20' DRAINAGE EASEMENTlo
_ /� 1.36' of 24C RCP 00.301b
f /
NOTE: Out-915.50 / of 41.53' of 24'",RCP 00.4$
LOT 21 IS RESERVED / \` - „�''� ,�� © .'/ O g 1r Arthur Willis King
FOR STORMWATER $.19' of 8" SDR26 02.03R 196.90 T~ t97.6D 198.37 /'�199.14 �' 199.9 '� 00.84 �` DE 3719, PG 483
TREATMENT DEVICE // 4+65 5+35 6+05 6+75 1 Y 8+10 `1 PIN# 0424-69-2136
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Out-192.1 / ��'�
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\ & wife Onzie G. Ila
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\ DB 2574, PG 900 I 1 r /
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PC 370
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%1 28, PG 68 {� J' \ ` \ 9 \ \ J ckson Fi. /�doms \ ,� i f. /
\ \ \ �l'�, r Joyce D gle \ W�ill'lon
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Gooden & Associates, Inc
Surveying a Planning - Mapping
1745 Cypress Lakes Rd
Hope Mills, NC 28348
Phone: [phone]
Firm License: C-1992
Thomas J. Gooden, P. L.S. L-3196
Water supply and sanitary sewer design by:
Don B. Jessup, P.E. 4876
105 Ellington St. Fayetteville, NC 28306
3eneral Notes
1. The general contractor shall verify and be responsible
for all dimensions at the job site.
2. Ail elevations shown are in reference to the benchmark
and must be verified by the contractor.
3. All dimensions and ail elevations are to the back of curb
unless otherwise indicated.
4. Project limits are property boundary unless otherwise
indicated.
5. Existing underground utilities shown only where
evidence could be found to verify location. Prior to
construction or excavation of the site, the contractor
shall notify all utility companies and verify the location of
their respective utilities. All damage incurred to existing
utilifies during construction shall be repaired at the
contractors expense.
b. Asphalt and base type shall be per details.
7. A formal erosion and sedimentation controf permit was
required for this site under the regulations of the state of
north carolina. The contractor is required to follow all
local, state and federal regulations to minimize
sedimentation and erosion of project site during
construction.
8. All site improvements shall be installed per Cumberland
County and State regulations.
9. Water and sewer tops shall be made by contractor.
10. All water & sewer laterals and appurtenances shall be
tested in accordance with PWC technical
specifications.
11. Contractor shall verify the location of all existing utilities
prior to beginning construction.
12, PWC ownership and maintenance stops at the right of
way. Maintenance beyond that point is the
responsibility of the property owner
13, Lot 21 is reserved for stormwater treatment device
14. Water and sewer horizontal separation distance should
be 10 feet where possible
���0\1\1i111N11IC i1A111111//////�/ rrrr\rr�NIrIIC1�I IA 1t&uO��,/
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Water and 5ewe Only
kevlslons
2012-03,20: Utility depths & locatbm; Grading; Erasion contra; plan
2012-03-26: Erosion Conlrof notes; SS"9 locoliorl; Proposed contours
SOUTHVIEW
Section 9
Near Hope Mills
Cumberland County
North Carolina
Plan & Profile
Fay Partners LLC
5011 Cumberland Road
Fayetteville, NC 28306
Project $ \ Drawing
11351-BASE.dwg
By JEP
Rote
Mar 26, 2012
Scale
Hrz: 1" = 50'
Vrt: 1" = 5'
C2
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Ronnie Cordell Locklear I
& wife Deborah Ann 1
Locklear
DB 3097, PG 049 - -
PIN# 0424-68-7182
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r rFa T
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I 333 DR1,4E
I
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CI-4 I
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Swanson
DB 3353, PG 693
PfN# 0424-68-8169
Larry D. Edwards
DB 8484, PG 876
PB 61, PG 118
PIN# 0424-68-9216
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DALMATION DRIVE (50' RAV) / J
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I I I I I William D. Holland
Amber K. Stewart
DB 7591, PG 283
Tract 2
SOUTHVIEW, SECTION SEVEN, PART THREE I I I I PIN# 0424-69-0028
PB 117. PG 14 1 1 1 1
2� I t 294 I I'286,I 287
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a DI-5A i /� J - - - _ ..
a SWALE A . `
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/ p e wl i \\ �'�� I }I ' ` If /J // J JI \ •••• PIN# 0424-69-1250
J
80 • `r Arthur Willis King \
i!
DB 3719, PC 483
••wr. a \\\ PIN# 0424--69 21136 \
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- > • 1 ! / \ r••rr a e .rr•ru•sairr•� N• 4 9
f'r! 1 � / �� � • •fwer rrr•rww•rr•r.•�awk•.H •raaairs• •aa,a•.rw r f� 1 � +� \
\ 20r� Millard J. Lockleor
•. % ! �` \ • "�• F j '- / `I 1// �" • f' Jr. &wife Esther \ `\
0-6 M. LQCkIEar \
z \ `•yi'` / \ �; r '!F• ..�.} \ ,�, // DB 4470, PG 194 \
r• / see /, \ .5+ �W j 7+� /���� py� Irr•rr•r•• s••�airrr•rCn/V�! P[N 0424-69-3155
` Stedman Edwards \�" •; �\� ;` '� / \ l ! r , rr ^'C, / •i,w• k1 // \\ rr
\ & wife 0i G. ` � • ` f1 ` « I I • • J •r
•
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\\ DB 2574, PG 900 :w .` / / / / \\ t i I
PIN# 0424-78-0307 .• : Z/ / / >> I I I : I JJ JJ ; /
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Est DB
rg
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r ' " Dan Dingle, &wife \ \ ,� ckson H"-Cdams
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\ O, Joyce D gle w
lilian F.
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DRAINAGE AREAS
Inlet
Area
TIC
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C
Q
CI-4
0.03
5.00
5.22
0.90
0.20
0-5
0.07
5.00
5.25
0.80
0.44
DI-5A
2.31
15.00
5.34
0.40
4,93
CI-6
0.04
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5.38
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0.28
CI-7
0.03
5.00
5.48
0.90
0.23
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2.60
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5.54
0.52
7,48
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0,81
12.00
&93
0.57
2.75
1
1 0.40
&00
6.97
0.70
1.93
CI -$A
1 0.22 1
5.00
1 7.92
0.90
1.60
Gooden & Associates, Inc
Surveying a Planning a Mapping
1745 Cypress Lakes Rd
Hope Mills, NC 28348
Phone: [phone]
Firm License: C-1992
Thomas J. Gooden, P.L.S. L-3196
Water supply and sanitary sewer design by:
Don B. Jessup, P.E. 4876
105 Ellington St. Fayetteville, NC 28306
General Notes
Stormwater Notes
1. Lot 21 is reserved for stormwater treatment. The
recorded plat will reflect this reservation.
2. Lots 9-14 are to be graded so all impervious area wilt
drain to the street.
x111111114441C IIll111111//�/y� wvvvvwt4tCIAFrtRJrp,�//i
\�o�� FOSS o�E/2%�p�;•F�ss/•1
2-2
:a SEAL_ �� = __ •¢ SEAL`r
L-4905 4876
_
SURv�f' �\ Q`•`�NGI1v��� JQ \`
����///7ltlf+�(I� 1�11�����////// �ii� • • • �vvvvv``vo
B jE
9/ JIl/!l111q (I 1k4U\I\\\
Water and Sewe Only
KWASICM
2012-03-20: Utility depths & locations; Grading; Erosion control plan
2012-03-26: Erosion Control notes; SStvW9 loca3ion; Proposed contours
XK SOUTHVIEW
Section 9
Near Hope Mills
Cumberland County
North Carolina
Grading Plan
Owner
Fay Partners LLC
5011 Cumberland Road
Fayetteville, NC 28306
Project # \ Drawing
11351-BASE.dwg
BV J P
Date
Mar 26. 2012
Scale
1 , = 50'
C3
Tr-T
' f-.t1 . r1 f• It ���� 51�111'�,i +:1:''!(�fF 1
ll to

/
/
/
/
/
/
/
/
/
/ 80.0
191.70
SAND FILTER
/ BOTTOM ELEV=190.2N�
1 1
N •ARK411•
iRJi1
IWA/CJpi0/J�i�►dd11F/YHH/YH/f/HH1D/Vi�iD��/dddH/Y/YNH/f//Y/f//yiViJHiCJ►aL�'ddlHli//I/HH/!/H/Y�//�iDHiG�.�HdB/JI/Y/YHH/Y/Y/I/NHI�i�iO�i�Hd/11/Y/Y/YHHH/YH/�ID/D��I
iLs �
AN
I111PIVAI
D
3
P111T1 OF TOP SLA9
E
45Y SS'w' n
4 BARS "U"
,_M
4 BARS pU'
3-4
3"
F
SECTION - Z
CONCRETE SLAB BASE
NOTES:
• This structure directs flow to the sand filter for treatment
• Connections to the sand filter must remain plugged and
the overflow weir must not be built until the site is
stabilized and free from sedimentation issues.
• Stormwater is directed to the overflow weir when the water
level at the sand filter reaches elevation 193.5
CURB INLET 14
SEc110M - ix
JUNCTION BOX
, � :'
+i '�j
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a
FOREBAY I
BOTTOM ELEV=190.7.�,'
I�"Q'Tl
OVERFLOW
p� V fOVERFLOW WEIR
f
12' G e� REV' 193.50
C13 and Junction Box
Not to Scale
Plan View
1"=5'
TOP OF AM" Sox
R1NMANHOLE
MME
ow
IF
a�W
I
6.0
EX. TRANSFORMER
/
/
3 /
STA:1+8 . 5 R14,32
RlIn 1$9,770
j
J
Out- 9.70
i
I
I
STA:1+9
Rim-198 1Z
J
In-191,7 CI 6
In-191.7 CI 5
CA 33%
Out-191.7
4�
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I J
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i J
J
I J
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r
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i J
FES 3
191.50
I '
k J
IJ
l
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J
C
aU
0
/
l
1
/
1�1
9A; n
44.0
17.5
20.0 11.5 6.0
Max Water Elevotion=193,7 0 ZO --Level Spreader Elev=191.7
3UUMICOM
—
#0 CM YO AE MADE OF MV CAST 1
N0M OOTiOTNNMO TO AM SPEW01 M5 A W
74, 0ja X ALL oASiM Z SH L =om TO THE
SHAPE AND MGM SIIONTI. 1HE1' SAL OE B ttorn=190.7
GIEAN AND PING N11HOUr NAND OR 5AHOFIOLES
OR pE=M OF ANC Ia10, TE IM4 10 VNR THEN �^ f r d jSYY i 3f' p0tt0rn=1%.2
srRTlIGM. No RAM OR $1GPPNiC OF OE MMYE Foreboy Sand
HOLES NU BE PFAMIM
2. GASrMIOS MU 9E OffM NHLE IN HOT GOAL TAR.
3, MNMIOIf ING MV Wffit TO MWAV ►at "M
WO
4. MIiM, WW KM - - - - - _ - _ _ "' _ - - - - - - - - - - - - - 2.0 ,ev_CFtial -iNSZ�
"MME, 170 LOS
0M. 120 UM
DIM M, OR APPROM WA
200t
Cross Section
1" = 5'
X
mL1
41_-
rn
m
0
rn
Ln
O-
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v
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00
r
n
Gooden & Associates, Inc
Surveying - Planning - Mapping
1745 Cypress Lakes Rd
Hope Mills, NC 28348
Phone: [phone]
Firm License: C-1992
Thomas J. Gooden, P.L.S. L-3196
Water supply and sanitary sewer design by:
Don B. Jessup, P.E. 4876
105 Ellington St. Fayetteville, NC 28306
General Notes
C�////�jNt4tl�hllArrr&�i"/,/,�
./ o i
i eSSI
•a SEAL r •¢ SEA �.` •
L-4905 4876 -
� O e
r�vrrre
Water and Sewn only
K6vzions
2012-03-20: Utlrty depths & 6catlons; Grading, Erosion control plan
2012-03.26: Eros on Control notes; SSW9 location; Proposed contours
SOUTHVIEW
Section 9
Near Hope Mills
Cumberland County
North Carolina
Sand Filter
Fay Partners LLC
5011 Cumberland Road
Fayetteville, NC 28306
Project 0 \ Drawing Sheet
11351-BM P.dwg
$v JEP
Dale I r Mar 26, 2012
Scale
As Shown
:►n ..w ' i-1� T t f .'- i 1 ' 3 -i i, ; .r'J 1 ,�t I .I. i ii: J {���

I_ - . - a _...---- -. - --. ., -.. .. .. . ,-__.- .'--''--'--_- - i- .--.. ,.---+._:1w ...
'V.
°
.1.
'F
.11
WATER
1. CONTRACTOR SMALL REPAIR ALL WATER LATERALS. AND MAINS DAMAGED
5 TRANSFER OF WATER SERVICES SII BE ACCOMPLISHED AS FOLLOWS
DURING CONSTRUCTION ENDr SEPARATE PAYMENT]. 7HE CONTR4CTOR SMALL
REPORT=MMEdATELY ALL WATER MAIN AND LATERAL BREAKS TO FIND
A. INSTALL TEST Ark} S7ER=LIZE NEW MAIN AI'8l LATERALS
: DISPATCHERAND TO THE OWNERS REPRESENTATIVE AND SHALL INITIATE
LATERALS SHALL BE INSTALLED ADJACENT TO EXISTING SERVICE
IMMEOIA.EREPA!RSTOPWCSTANDARDS. CONTRACTOR SHALL Np70PERATE
1B"INS1DE Alw,;EXISTING SERVICE IS AC7!VC).
PWC WATER MAN VALVES WITHOUT FWD APPROVAL AND SHALL COORDINATE ALL
VALVE CLOSINGS WTH7HE PWC. 7FE CONTRACTOR SMALL FAMILIARIZE HIVSDLF
4 TRANSFER EXISTING METER TQNEW METER BOX AND TIE NEW WATER
WITH WATER SYSTEM IN THE AREA SO AS TO LESSEN THE CHANCE OF SERVICE
LATERAL 70 EXISTING DOMESTIC SERVICE. BLOW -OFF SERVICE AT HOSE BIBS
INTERRUITIgN,
ON HOUSE ONLY IF EXISTING METER HAS NO LOCK VALVE OR INOPERABLE,
WHEN MAIN IS NOT 7a BE ABANDONED. CONTRACTOR SHALL UNCOVER OLD
2. THE CO TTRAI SHALL NOT USE HI1+OSE BIDES OR ANY OTHER
CORPORATION AT MAIN AND CLOSE CORPORATION TO ABANDON OLD SERV ICE.
METHOD OF SLOW OFF WHICH ALLOWS DOMESTIC WATER CONTAINNG SEDIMENTS
(NO SEPARATE PAYMENT]
OR HIGH LEVELS OF CHLORINE TO PASS THRU RESIDENrs METERS THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES RESM71NGFRDM
C. AFTER ALL SERVICES ARE'RAI4SFERREQ TO THE NEW SYSTEM INA
ALLOWING "DIRTY" WATER TO ENTER RES-DENTS PLUMS•NG SYSTEM, SUco AS
STREET OR VALVE TO VALVE. CUT OFF VALVE ON EXISTING SYSTEM AND
WATER HEATERS, S7A-NED CLOTHING. CLOGGED SCREENS: ETC-
ABANDON EX;STINC MA-.NS AS NDICATED 'N THE DETAILS,
3. WHERE PLANES INDICATE EXISTING WATER VALVE 70RARiM AND INVERT. THE
D. CONTRACOR SHALL SUPPLY NEW METER BOXES AND DISPOSE OF
INVERT IS THE ELEVATION OF THE TOP OF THE VALVE OPERATING NUT.
UNSLNTABLE EXISTING METER BOXES SALVAGEABLE METER SOXES SHALL BE
DELIVERED TO PWC WAREHOUSE ON BELT BOULEVARD FAYETTEVILLE N.C.
4. OUE TO THE QUESTIONABLE INTEGRITY Or THE EXISTING WATER SYSTEM AS
RELATING TD NEW CONSTRUCTION. CONTRACTOR SMALL INSTALL NEW WATER AND
E CONTRACTOR SHALL CHANGE OVER OLD METER TO NEW SERVICES OR
TRANSFER ALL SERVICES PRIOR TO BEGINNING SANITARY SEWER CONSTRUCTION
INSTALL NEW METER FURNISHED BY PWC. SAAIEME7ERNUMBERSMALLSE
THIS MAY BE ACCOMPLISHED STREET BY STREET TO ALLOW SIMULTANEOUS
INSTALLED ON SAME ADDRESS ANDiOR CUSTOMER.
WATER AND SEWER CONSTRUCTION. WA'.ER SHALL BE INSTALLED V"1LYNG A
PWC APPROVED CUT-SHEET;NDICATING WATER MAIN INSTALLATION DEPTH BELOW
ENGINEER SUPPLIED REFERENCE POINT'S
WATER UTILITY NOTES PUBLIC WORKS COMMISSION No' DATE REVISION
FAYETTEVILLE, N.C. 1 JAN OS REVISED NOTE SA
DWG. NO. W.1 DIAI PWC
SHEET NO, WATER RESOURCES
1 OF 1 DATE' JAN. 01. 2012 APPROVED BY: J.E.G. ENGINEERING DEPARTMENT
7$J15' NOTES:
III 1. VALVE BOX SHALL Sr. 3PAYT BLIP TYPE
it O MANUFACTURED BY ALABAMA PIPE CO,.
N V_�''7.� CHAPMAN VALVE CO., COLDMB AN IRON
D� WORKS, RD WOOD CO OR APPROVED
WATER EQUAL
VLYI2, LL BE SPIECE OSE
O a
VALVE 60X SHA CL
5 314E Q 0 (BRAINED CAST IRON KNEES O VALVE BOX
T J WITIiAMINIIMIMTHICKNE580F3n6".
SECTION 'A -A" PLAN 3, VALVE BOX SHALL HAVE RAISED LETTERS
'WATER" CAST INTO COVER.
ST74" DROP LID
4. VALVE BOX SHALLHAVE 3ICH A IIS DRILLED
9" 314E IN TOP SEE -ION T SMALL
LL BE A 1M'A7-Tr2'
GALVANIZED BOLT SHALL BE USED TO
7 SECURE A MINIMUM 12 GAUGE. SINGLE
STRAND, COATED COPPER TRACER WIRE
Va PIPE. A 1f2"' ASHER
&38'
II I1
FOR N[F4FERRO N
1 DROP LID SHALL BE USED BETWEEN NU AND INSIDE
LFOF BOX. TIGHTEN HAND GHT
F = 5 SCREW TYPE VALVE BOXES ARE NOT
T1.
ACCEPTABLE
a"... 6. DIMENSIONS SHOWN ARE FOR INFORMATION
pNLV AND VARY BASED UPON THE
MANUFACTLRER.
i. VALVE Box SECTIONS ARE REQUIRED THE
,i, USE OF PIPE IN LIEU OF VALVE BOX
TOP SECTION SECTIONS SHALL NOT BE PERMITTED
6. TRACING WIRE SHALL BE INSTALLED
OU7SDE OF BOX
s-I e" BOTTOM
a• SECTION
R-t'2"
10-IA4
9-1 2'
TOP SECTION BOTTOM
PUBLIC WORKS COMMISSION NO DATE REVISION
VALVE BOX FAYETTEVILLE, N.C. 1 V09 ADDEDNOTES7,eaCLARIFIWWES
NT,s.
SHEET NO °WIG NO W.7 DWG. BY. PWC WATER RESOURCES
10F1 DATE JAN.D1,x12 APPRovEDsr IEG ENGINEERING DEPARTMENT
x12 W'7 V)
NOTES'
I, ALL MATERIALS SHALL
4. BLOW QPF ASSEMBLY NOT
BE APPROVED BY PWC
TO BE RI UNLESS
APPROVED BY PWC.
2, WHEN INSTALLED IN A
PAVED AREA METER BOX
F. REMOVE ENTIRE ASSEMBLY
CONCRETE THRUST BLACK
SHALL BE SET 114E ABOVE
FROM SELL OF WATER MAIN
FINI SHED PAVEMENT
PIPE WHEN EXTENDING THE
GRADE AND PAVEMENT
MAIN
FEATHERED TO Top OF
BOX.
' 3 .METER BOX AND VALVE
- BOX SHALLEE IN
[]
- ACCORDANCE 1NTH PWC
7' SOLED 80 PVC �{
DETAILS
W ELBOW
SPHALT
3�'1-IL
tg-
.14 a 2' SDR 21 PVC
7 SLIP CH CAP
2•BRASS F.P. PACK
2'mk1.�
FINAL GRADE r
4' Iriln.
kFi
JOINT FOR PVC
ADAPTOR
�5' m.�.
METERSOX
WORMS NIPPLE
TE CONCRETHRUST
CONCRETE COLLAR
LIII
BLOCK. PER PWC
IN PAVED AREAS
DETAIL W,17
CONC. PROTECTOR
2' BALL VALVE
RING IN NON -TRAFFIC
AREAS. (SEE VALVE
BOX pETAt AI12"
MJ SLEEVE
6" BRASS APPLE
BR.CK
TRACER WIRE
2'SUR.21 PVC
WATER
2" BALL VALVE
MAIN
5' ERAI NIPPLE
FMAKINGAET
SLOTTED
2'SCHED SD
TAP SEE DETAIL
VALVE BOX
PVC BCA ELBOW
VI
WATER
; XZ" TAPPING BADDLE
W PVG
MAIN
2' BRAS$ F,IPx PACK
JOINT FOR PVC;
70 8E REMOVED
ADAPTOR
WHEN EXTENDING
2' .SS NIPPLE
MAIN
_'X2'
7APPNG SADDLE
CONCRETE THRUST BLOCK
2' BLOW OFF
PUBLIC WORKS COMMISSION
Nn
DATE
REv!spN
(N.T.S)
FAYETTEVILLE. N.C.
1
3" CHARgEoFITT',
TO SCHED SO
°ENG. NO' W15
OWc'BY. PWC
WATER RESOURCES
2
1V06
REVISED COW 1GURATICN
SIDE No.
1 OF 1
ENGINEERING DEPARTMENT
DATES JAN.01-2012
APPR°VEDBY: JE.G,
1. ACCESS T0517E5 SHALL BE BY PUBLIC R.GHT-0E-WAYS AND UTILITY
5 CGNTRACTOR SHAD PROVIDE MEASVREs WRING CONSTRUCTION TO
EASEMENTS. 07HER ACCESS LOCATIONS REOUIRED SHALL BE SECURED BY
SECURE THE SITE AND EXCAVATION PROM THE GENERAL PUBLIC AND
THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE OWNER.
COMPLY WITH ALL OSHA REGULATIONS. JOB SITE SAFEY IS THE
SUPPLEMENTAL EROSION COVMQL w-ASIPRE5 SHALL BE REQUIRED TO
EXCLUSIVE AND SOLE RESPONSIBILITY OF THE CONTRACTOR. OPEN
INCLUDE CONBTRLlG'ION'CTRANGES SILTFENCINO,RE5TIORATION, E7G
EXCAVATIONLEFT UNATTENDED OR OVER NIGHT is NOT ACCEPTABLE.Alm
ADDITIONAL MEASURES SHALL BE INCLUDED AS PART OF A SUPPLEMENTAL
SHALL BE FILLED IMMEDIATELY
EROSION CONTROL PLAN PREPARED BY 1. CON7RAGTOR
T. CONTRACTOR SMALL REPAH OR REPLACE DRIVES DISTURBED BY
2 THE CONTRACTOR SHALL BE REQUIRED TC PROVIDE THE CONSTRUCTION
CONS'RLICTICN TO E%IS7ING OR BETTER CONDTIONS. NO MPARATE
STAGING AREA AT H!S EXPENSE
PAYMENT LRNLEss OTHERWISE INO'CATED,
3. THE CONTRACTOR'S EXPECTED ANDREOUSED TO COOPERATE V ITHE
8 CONTRACTOR SHALL PROVIDE TEMPORARY FENCING WHERE FENCESAIRE
O AFFECTED $Y WORK. PR VATS AGREEMENTS WITH
PROPERTY OWN THE
LION. C COORDINATE FENCE
REMOVED FOR COHSTRu ONTRAC70R SHALL
PROPERTY S T BE IN WRIT APPROVED BY
ON A FORM -HE
- TIOM WITH .NDIVIWAL PROPERTY OWNERS PRIOR TO
REI.IOVAUREINSIALLA
ENGINEER AND A COPY SHALL BE PROV DED TO THE ENGINEER FIR
MID A CO Y PROVIDED
REMOVAL. CONTRACTOR SHALL REINSTALL ALL SHEDS. FENCER, M. TO
PROCEEDING W17H CONS -RUCTION ACT.VI7IES AFFECTED BY SAD
R9 OOgp OR B'c1T7:R'HAN EXISTING CONDrTiONS LVVLE83 OTHERWISE
AGREEMENT. THE AS MUST SPECIFY THAT PWC THE OTY AND
INDICATED (NO SEPARATE PAYMENT,
THE ENGINESSHALL BE HELD HARMLESS AGAINST ALL CLAIMS ARISING
FROM THE AGREEMENT. THE OWNER DISCOURAGES PR VATS AGREEIV IrB.
9 CCNN7RAC7CR SHALL REPLACE ALL DISTURBED MAILBOXES, SIGNS, ETC.
BEFORE FINAL ACCEPTANCE, A RELEASE FROM EACM PROPERTY OWNER
DISTURBED DURING CONSTRUCTION IN TMIN 24 HORS OF DISTURBANCE.
TFIA,T7ME CONTRACTOR HAS MADE AN AGREEMENT WITH SHALL 0E
PERMANENT ROAD SIGNAGE 0157U RDIM SHALL BE REPLACED IMMEDIATELY
REQUIRED. THE PROPERTY OWAERS RELEASES A CONO!TION OF FINAL
AND IF NECESSARY ROADWAY SIGNS aHALL BE 7EJAIPORAR'LY INSTALLED IN
ACCEPTANCE
A LOCATION CONSISTENT WITH THE NCMLf7CO TO PROVIDE CONTINUOUS
?TRAFFIC AWARENESS OF ROADWAY CONDI7:ONS; (NO SEPARATE PAYMENT).
4, CONTRACTOR SHALL MAINTANA NEAT AND CLEM JOB SITE TO
WCLUDE STAGINGIS TORAGE AREAS AS FOLLOWS.
10 CONTRACTOR SHALL PROVIDE SECURITY FENCING SECURITY GUARD, AND
ANY AND ALL OTHER MEASURES CONTRACTOR DEEMS NECESSARY TO
.PERFORM OUST CONTROL BY WATERING DAILY on AS DIRECTED BY THE
PROTECT EQUIPMENT AND MATERIALS STORED ON THE PROJECT, (NO
ENGINEER.
SEPARATE PAYMENT}
- SWEEP STREETS A MINIMUM OF ONCE WEEKLY 1FRIDAY) OR AS
i1 WHERE CONTRACTOR CEASES WORKOPERA7:TOMS FOR A 72 HOUR
DREC7ED BY THE ENGINEER.
PERIOD OR LONGER. SUCH AS HOEI➢AYS. ETC., THE FOLLOWING SHALL BE
ACCOMPLISHED PRIOR TO THE WORK STOPPAGE.
MAX, LEVEL AND RE -COMPACT ALL EXPOSED TRENCHES WEEKLY (OR
AS O'REC7ED BY 7HE ENGINEER) TO PRODUCE A SMODTI'1 "R.DEI.
A CONTRAC-OR SHALL STORE A" COUPMENT IN THE CONTRACTOR
- PERFORM DAILYMEANLUIP OF ALL DIRT, DESR'S AND SCRAP MATERIALS
STAGING AREA OR OFF SITE.
- REMOVE EXCESS EQUIPMENT. MATERIALS, TOOLS, ETC NOT NEEDED.
B THE CONTRACTOR SHALL SWEEP ALL sr REC"S, PERFORM GENERAL
CLEANUPAND SHALL PERFORM MAINTENANCE ON ALL EXPOSEOPATCHES
S EXCESS SUITABLE SOIL EXCAVATED OUR NO CONSTRUCTION SHALL BE
STOCKPILED FOR USE O'FYHE PROJECT OR DISPOSED OF OFF S:TE AS
12. CONTRACTOR SHALL aCHEDLlE WORK AND MATERIAL DELIVERIES W
DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL NOT BE ALLOWED
THAT STORED MATERIAL QUANTITIES ON THE JOB S''TE SMALL BE
TO STOCKPILE MATERIALS OR EXCESS MATERIALS .K-HE STREET
MINIM;ZEO
RIGHT-OF-WAYS AT ANYTIME. THE CONTRACTOR SHALL PROVIDEA
SUFFICIENT Arm SUITABLE STOCKPILE AREA AND LOCATION AT 7HE
CONTRACTOR'S EXPENSE.
PUBLIC WORKS COMMISSION
11-1
ATE
REV'SIGN
GENERAL NOTES
FAYETTEVILLE, N.C.
DWG. NO, N.1
CWa.BY: PWC
WATER RESOURCES
SHEETNO.
3 of 2
DATE, JAN. C1. 2012
1 APPROVED BY: J,E.G.
ENGINEERING DEPARTMENT
METER BOX WITH NOTES: 1, ALL MATERIALS 7D BE APPROVED BY
RECESSED AMR READING PEP.£
6i0 SLEET 114^ABOVE GRADE 2, SERVICE LATERAL SIZE 1' IPS
VARIES PMYE; HYLENE UNLESS OTHERWISE
} SPECIFIED
,... . 3. SERVICE LATERAL INSTALLATION SHALL
PAVEMENT I, Ty E a$ BE APPROVED BY P.WC
.iO., ALB.;e(�Bq '� �z' 4. WATER SERVICE LOCK VALVE It BE
2 LOCATED 19" FROM SANITARY SEWER
CLEAN OUT STACK WHENNEIALLED
IN SAME 0 CH
5. wHEN INSTALLED INA PAVED AREA.
METER
BOX70 BE SET 114E ABOVE
I'FULL PORT ANGLE BALL VALVE FINISHED PAVEMENT GRADES AND
9 WITH ONE OR TWO STEP STYLE PAVEMENT FEATFIEREO TO TOP OF BOX
COMPRESS'ON FOR PS PE INLET - TOPRpVIDE DRAINAWAY FROM BOX
IV "CC 6INGLE AND FEMALEMETER THREAD - e. C'. METER BOXES SHALL BE USED
STAINLESS STI SWIVEL NUT WITH LOCK ALL 1N TRAFFIC AREAS SEE W 48.
STROP SADDLE INSERTS SHALL BE STAINLESS irmi;7EROOUPL�NO T PERIMETER SOLID CONCRETE BRICK
STEEL SASE WITH NO GAPS. 00 NOT LAY
WITH X' FEMALE BRICK ON PIPE. SEE INSET "A"
BALL CORPORAT'ON STOP THREAD METER SWIVEL
WITTI AWWA INLETS, ONE NUTX sb"MDT $ WHERE ASPHALT CURB OR STRIP
OR TWO STEP STYLE PAVEMENT EXIST. THE LOCATION OF
COMPRESS ON POR IPB PE, I° x 7-1f2°SPACER FOR BOX SHALL BE AS DIRECTED BY PWC
WITH STAINLESS STEEL DOMESTIC SERVICE. REPRESENTATIVE
NsER-S, 7' x i9 34'SPACER FOR S_ DISTANCE FROM 70P OF LOCK VALVE
1" IPB POLVE7FIY[,ENE PIPE SP ER N I BE�ERVD OPERATING STEMTO TOP of BOX
p.E S4C6 160 PSUP E. 340a SHALL BE B" MIN TO i� MAX
20C 3A AI6097M D}2e6--YPE %I FURNISHED BY PWC
ASTM p 335C395434 C 10. RESIDENTIAL METER BOX SHALL BE SET
BRICK METER BOX la"FROM RhV TO CENTERLINE OF
e
SEE INSET "A" METER BOX PERPENDICULAR TO THE RJW
11. COI4MERCIAL METER BOX
TRACER WIRE LOCATION SHALL BE AS APPROVED
(OQ NOT CONrNECT Tn 12 GA "pFRrN TRACER (PREFER NO METER DE INSTALLED
CORPORAT'014 OR BANDS) WIRE EXTENDED INTO LESS 'FLAN 5' FROM III TO EDGE
METER BOX 6" AND OF BOX)
WRAPPED AROUND 12. LATERCENTERED AL SMALL BE CENRED
7SOLOBRICKLETER DONBASS LOCK VALVE ON LOT UNLESS O7HERW:SE N07ED
EO EO 13. LATERAL SHALL NOT BE
BACK FILL BACK FILLED U WIL INSPECTED BY
BOTTOM PWC PROJECT COORDINATOR
METER BOX ,"2 I- a $4. WATER MAIN AM LATERAL SHALL PASS
HYDROSTATIC. LEAKAGE AND
BRICK OF BOX O STERILIZATIpM TESTS I200 P5:},
w 1 S B.ARB-TYPE FITTINGS ARE N07
.4 --,'_' ACCEPTABLE
SECTION -ALA' SPACER SHALL BE ifi. SHOAD T BE NECESSARY TO CRIMP THE
BRICK METER BOX BASE N'REO 'HATER SERVICE LATERAL A FULL CIRCLE
INSET "A" PLAN IN METER BOX REPAIR CLAMP SMALL BE tfLACED ON THE
PROPOSED 1" WATER SERVICE LATERAL PUBLIC WORKS COMMISSION M0'gDA--E REVISION
FAYETTEVILLE, N.C. E QHANaE
DWG NO W.2 DWG. BY. PWCWATER RESOURCES 2 VE CHANGE, ADD NOTE 1fi.
I OPT ENGINEERING DPARTMENT0A'E JAN 01, 2012 ARPROVEp BY JEG 3 IiED METER COUPLING
2012-W2 PLAT.
NOTES:
2 RINGS OF A* REINFORCING
DEFORMED BAR AS SHOWN1. CONCRETE PROTECTOR R'NG SMALLBE
2SGC P.S.1, PRECASTE'NFORCEU C R ONCRE7E
2. VALVE BOX SHALL BE AT GRACE
WIPROTECTOR RING EXTENDING
112" ABOVE GRADE
3. SEE GATE VALVE AND BOX DETAIL
4. VALVE BOX PROTECTOR RINGS
SHALL BEM. TAULED AROUND VALVE
BOX IN UNPAVEUNON-TRAFFIC ARRAS.
AND SHALL NOT CREATE A HINOERANCE
TO MOWING OPERATIONS.
4ApED PORTION OF
NO IS EXPOSER
REMAINDER IS BURIED
PLAN
_- N,T.S.
MIN. REINFORCED
CONCRETE
PROTECTOR
i RING
VALVE BOX
-O.AME E MIN.
SECTION A -A CUT AWAY VIEW
NITS
PUBLIC WORKS COMMISSION INC. DATE REVISION
VALVE BOX PROTECTOR RING FAYETTEVILLE, N.C.
E Np DwG,Np. W,8 awG.BY: Pwc WATERRESOURCfS�
DATE: LAN, 01. 2012 APPROVED IIJ.E.G. ENGINEERING DEPARTMENT
20124YO CO NC PROTECT
CONCRETE COLLAR IN
CRETE COLLAR :N
PAVED AREAS CONC.
PAVED AREAS CONIC.
PROTECTOR RING IN
PROTECTOR RING IN
NON.7RAFFIC AREAS .H'ALT
NOT TRAFFIE
ASPHALT (SEE VALVE BOX 2"min.
(SEE VALVE Box
2" ITIB. DETAIL W.7; I
DETAIL W 7 ]
. L
Y
12^
-L.
_L"d,.
-
min
"max,
�It'
CER WIRE
SLIP TYPE C,
VALVE BOX
ACER WIRE
SLIP TYPE C
VALVE BOY,
FLANGE
FLANGE
BRICK
BRICK
C"ACTEO SOIL F P)
COMPACTED SOIL ITYPI
VARIABLE 5,2,E PLUG
SLOTTED VALVE BOX
TAPPED 2'
FITS ON TOP OF 2" PIPE
SLOTTED VALVE 80X
FITS ON TOP OF 2' PIPE
BRICK70 BE PLACED UNDER PIPE
BRICK 70 BE PLACED UNDER PIPE
2" PVC SDR21 WATER PIPE
2-0 12-LONG BRASS NIPPLE.
2"BRASS P P. A RACK JOINT
FOR PVC ADAPTOq
WHEN rEQEIRE6 PIPE BEYOND
PLE
BRASS NIPSHALL Be SCH BO
2'B BRASS NIPPLE (12'I
PVC CANNEC ED wl BRASS F..P
2-0 BRASS BALL VALVE
x PACK J0IN7FCR PVC
2'm BRASS APPLE 112')
ADAPTOR
rill BRASS BALL VALVE
VARIABLE SIZE WATER MAIN
2'08RASS NIPPLE (t2'1
2' BRASS F. F. 3 PACK JOINT
FOR PVC ADAPTOR
2' MAIN LfNE VALVE
VARI IZE
iN L#NE TAPPED 2"
71 VALVE INSTALLATION
PUBLIC WORKS COMMISSION
No
DATE
REVISION,N.C.
(NTS.)
FAYETTEVILLEN.0
WE
D NOTE ON COW ca LIAR
GHEE- DwG
Ne W 15o
Dwa BY PWC
WATER RESOURCES
MOND
' OF 1 DATE
JAN ai, M12
1 APPROVED By JEG
ENGINEERING DEPARTMENT
2072-W15A2 VALVE INS7ALLA710r
OR
t 3 C SHALL STORE I S IN THE
ONrRA_ ORE ALL HATER AL CONTRACTOR
57'GINS AREA T2 HOURS PRIOR TO ,NCORPORATING =N70 THE WORK TO
TIREDUCE pBS�'UCONS TO TRAFFIC AND INCONVENZNCE 70 RESIDENTS.
WHERE Lr%- ES ARE BEING CONSTRUCTED IN EASEMENTS CUP OF
TRAFFIC AREAS CONTRACTOR MAY STORE MATERIALS AHEAD OF
CONSTRUCTION FOR A DISTANCE NOT GREATER THAN 1600 FEET UNLESS
APPROVED OTHERWISE BY THE ENGINEER
14 ATTHE PROPERTY OWNERS REQUEST, THE CONTRACTOR SHALL DIG LIP
EXISTNG SHRUBS AND BUSHES WI7HN UTILITY EASEMENT TO BE
OSTIRSED BY CONSTRIfC'rION AND SET 510E THE LITIU7YEASCMENT
OVT
r
INA LCCA.ION DETERMI D YT1iE PROPERTY OWNER AREA NE B HO
PAYMENT).
MEAT PROPROPERTYOWNER WILL BE RESPONSIBLE FOR
REPLANT. SHRUBS MJO BUSHES sD REMOVED AND SHALL BE
AESPON91BLE FOR REESTABL19H1NG C3FROWTH. IF NO REQUEST rS MADE
9Y THE PROPERTY OWNER, DISTUtttBED SF1Rt)BS AND BUSHES SHALL, Be
REMWEO AND DISPOSED OF OFF -SITE UNLESS OTHERWISE INDICATED
15 CLEAR NG AND GRUBBING SHALL BE RES7RICTEDTO PERMANENT
L4SEMENS ONLY. CONTRACTOR SHALL LIMIT TREE!TBUSH CLEARING IN
-HE TEMPORARY CASEMENTS, BETWEEN HOUSES AND ALONG pROPERTY
L NES -0 ONLY A3SC1.VrELY NECESSARY FOR CONSTRUCTION.
ORDER OF PRECEDENCE GENERAL NOTEs,TECHNICAL
SPEC;r'.CA^, ONaIPHOTOS
1 -Ft NOTES CONTAINED HEREIN ARE INTENDED TO SUPPLEMENTTFIE
7ECHNICAL SPCCIFICATONS AND PROVIDE EASY REFERENCE FGR THE
Cc"ALID-OR IN NO CASE SHALL THESE NOTES VOID ANY PART, SECTION
OR 9EQUIRCIVEN7 OUTLINED IN THE TECHNICAL SPECIFICATIONS CONTAINED
I.N 7iE CONTRACT DOCUMENTS. Ir CONFLICTS OCCUR SE7 A THE
-E' WICAL SPECIFICATIONS AND THE NOTES CONTAINED HEREIN THE
'E➢wc,NL SPECIFICATIONS SHALL SUPERSEDE.
PHOTOGRAPHS CONTAINED IN DRAWINGS ARE FOR INFORMATION
P_IRppSCS ONLY AND THE CONTRACTOR SHALL NOT RELY ON THE LIMITED
III,.MBER OF PHO'DGRAPHS AS BEING REPRESENTATIVE OF ACTUAL SITE
CCNDT'IONS CONTRAC70RISCHARGEDWITHPERFORMINGSI7E
N'IES*ICAA-10RS TO ASCERTAIN EXISTING SITE CONDITIONS,
PUBLIC WORKS COMMISSION Np DATE -11. ON
GENERAL NOTES FAYETTEVILLE, N.C.
SHEETNc DWG No. N.1 DWG. BY: PWC WATER RESOURCES
2OF 2 DATE'. JAN.01, 2012 I APPROVED BY: JE,G. ENGINEERING DEPARTMENT
1/21,
s "' 9 1 /4'
%1/2•k $ the a t- )
` C d d A �N d. 1�2'I�./
M a i�
3000 PSI CONCPPEiE. a xN 9 3 4"
-0 Q d d
l 24" 1
DUMMY GROOVE JOINTS EVERY 1O'
EXPANSION JOINTS EVERY 30'
TYPICAL 24" CONCRETE ROLL -BACK
CURB AND GUTTER
NTS
2012 N1 GENERAL-NOTES
50' R/W
30' PVM'T
NOTES:
t, ALL MATERIALS SHALL BE APPROVE08Y
PWC. SEE DWG. WA SHT 2 OF 2 FOR
METER BOX LID DETAIL.
2- METER BOX SHALL NOT HE LOCATED
WHERRE H-20 LOADNNOS CAN IMPACT BOX
III OR COVER.
3. FOR 1' W ATER LATERAL NSTALLATION
SEE PWC DETAIL W.2
4. DIM'$ M X, UN.O
ELEVATION (DELEVATiON(D
ELEVATION VIEW
PUBLIC WORKS COMMISSION "°' °ATE REVISION_
1-INCH METER BOX DETAILS FAYETTEVILLE, N.C. 3ric CHANGEDBCXDIMRNSIQNS
P.A.D-'NOL WA -.BY: PWCSHEE20 ENGINEERING DEPARTMENT: JAM. 01.2C72 APPROVED 8Y: J.E FTT-
NOMINAL PIPE
SZE (INCH)
BRANCH SIZE
AppI wr. Los
4"
4
30
^
36 4S
424448
10"
3.4E "S".10'
4.4555 90
12'
1
52,6k B1 143
1V
'4" B�70,1
721il-' 51 115,
2e'
3`4"5"B'iD'
35,67910 10014523C
2012-44 11M METERBOX
NOTES,
I ALL MA ER ALS SHALL BE IN ACCORDANCE WITH PWC 37ANDAROS.
2. TAPPING SLEEVES. SHALL BE AS MANUFACTURED BY ROMAC.
SMITH S.A ROR APPROVED RO AL.
VEDRW
3. STAINLESS :.-EEL TAPPING SLEEVE MAY BE UTIL'ZED FOR ALL
TAPP'NG CET N4MS UP TO AMP INCLUDING 24.OIAMETER WITH,2'
ORLESS 9IRN+ICH. BRANCH GREATS 12"SHALL REQUIRE
FULL Sop, D ! M J TAPPING SLEEVE. (SEE DETAIL w 9)
SHELL ;IGS NLESS STEEL PER TYPE
ANSI CLASS 150 LB,
4. AAC - SHALL BE STIR ASTM A 24a,
304 AND -x'RL
DRILL NO FLANGE: DI FLANGE
SHALL BE COATED TO PROTECT
5 BOLTS SI-1 BE W uNC ROLLED THREAD STAINLESS STEEL PER
AGAINST CORROSION
ASTM A T 91-ME 304 4" NOM. PIPE SIZE SHALL HAVE MIN. 1/7 BOLTS.
FGASKET LANGE
6 NUTS SHE,_ BE HEAVY HEX, STAINLESS STEEL PER AS7M A-im, TYPE
3S.
7 WASHERS +,ALL BE STEEL AND PLASTIC LUBRICATING WASHER
TESTPLUG
SHELL
B CASKETS ,HAUL BE VIRGIN SBR PER ASTM D 2000 MAA 510.
COMPOUNDED FOR WATER AND SEINER SERVICE.
BOLTS
9. FLANGE SHALL BE CUOME aRON PER ASTM 536 GRADE 85�5 12, OR
STAINLESS STEEL PER ASTM A-240. TYPE 305.
FULL
HITS
10, DIMENSIONS SHOWNAMRI ARE FOR REFERENCE AND MAY VARY SALTED
GASKETFERENT'AL
GASKET
UPON NANLFAC7LiRER, SLEEVES SHALL BE 91MItpR IN NATLRE TO
THAT 9MONN AND SHALL NOT DEVIATE IN ESSENTIAL DETAILS.
ii, PIPE BURTACES SMALL BE CLEANED THOFROLIB I7 PEFI
GOOD SEAL PR I OR TO INSTALLATION
12, ALL TAPP NG SLEEVES SHALL BE HYDROSTA7ICALLY PRESSURE
7E8-ED PRIOR TO THE TAP BEING ACCOMPLISHED, TEST SHALL BE
ARMORS
APPROVERBY PWC PROJECTCoORDINA7CR PRIOR To BEGINNING
TAPP'NG PROCESS
13, THE NUN -ZS OF BOLTS. NI AND WASHERS SHOWN, ARE FOR
LLUS'RA- oN ONLY ACTUAL QUAxrr'TY SHALL BE AS
WASHERS
RECOMI.ICNI BY THE SLEEVE MANUFACTURER FOR THE
.
REOU'.RED SERVICE.
LIFTER BAR
14. SEE TAPP NQ VALVE DETAIL (W.9] FOR ADDIT�OMI L MFORMATiON.
STAINLESS STEEL TAPPING SLEEVE
PUBLIC WORKS COMMISSION
NO
DATE
REVISION
N.T.S.
FAYETTEVILLE, N.C.
-_ J
amb
1
7/69
NOTES 2, 17 g CLARIFIED NOTES
! ND,
DING ND, WT11
L7wG BY PWC
WATER RESOURCES
1 OF 1
DATE JAN DTI, x12
APPROVED BY JEG,
ENGINEERING DEPARTMENT
20/2Wt1 SSTAPPING S
NOTES
I- ALL EXCA NATIONS SHALL COMPLY WITH THE TERMS AND
COTW.: TONS OF THE CON87FRUCTPON STANDARDS FOR
4"4i"TOPSOILAESTORED TO
EX CAVATDNS IN OSHA'SAFETY AND HFALIM REGULATIONS
A3 RE UREO
GFR3GINA4 GRADE AM SEEDED OR
FCR CONSTRUC710M, CHAPTER xV51 CF TITLE 29, CPR, PART
BELL CC , $-MIN.
SODDED AS INDICATED ON
1R26 THE CONTRACTOR SHALL HAVE A COMPETENT PERSON
BELL OD - 24' MAX,
DRAWINGS.
CA S l'E AT ALL TIMES DURING EXCAVATION AND BACKFILLi MG.
2, ccNT u,oR ShIALL USE TRENCH BOX SHORING IN ALL OPEN
CUTS N PAVED AREAS. TRENCH WIDTH SMALL BE MAINTAINED
Ai THE M N MUM PRAGT'pAL (MOTH,
3. 7YFE 3 �zENCH CONDIT TINS AND A MINIMUM OF 4'
OF CC4ER PAUST BE MAWTANNED WHERE RESTRAINT JOINT
I
P''ES SPEC:FIC-0AND 3b'OF COVERN ALL OTHER LOCATIONS
UNLESS aHOWN OTHERWISE ON THE PLAN PROFILE,
r
UNDISTURBED
SQL
4. Locx'E 30'L OR SELECT MATERIAL IS DEFINED
AS "NA( VE' SOIL EXCAVATED FROM THE TRENCH,
F
REMAINING TRENCH SACKFILL
FREEDFROCKS- FOREIGNMATERIAL,ANO
=
w
COMPACTED TO 25% MAX. DENS RY
IN MAX. 12- LIFTS FOR NONLPAVED
PRE EARTH,
N
AREAS. SEE APPLICABLE PAVEMENT
5. EII NGVATERIAL SHALT- EXTEND TO URDLRTURBED TRENCH
CATCH DETAIL FOR PAVED AREAS.
V,'A;_9 ANC TRENCH BOTTOM. BEDDING MATERIAL
W L NOT EE PAID FOR UNLESS SPECIFICALLY APPROVED BY
THE P!iG.!ECT REPRESENTATIVE ANC ONLY
8ACKFILL LIGHTLY TO 12'FCit
iyf AUTFIORIgD OtfAJ'iT'TY.
11
ABOVE PIPE IN S- LEFTS (95%
s. BEDDING MATERIAL SHALL BE PRQPERLY RCDDED
MAX DENSITY CCHESIONLESS S01L5
AMC COMPACTED AROUND THE PIPg HAUNCHES.
00q MAX DENSITY COHESIVE SOILS)
7. TEST FCR OETIS'TY OF COMPACTION MAY BE MADE AT THE
OPT ON CF THE ENGINEER AND CEFICJENCIE$ SHALL BE
F
•F'R'Y�•✓.yRi "r}!,T:
WATER MAIN MATERIAL SHALL
C ORREC-EC BY THE CElN7RACTOR AT NO ADDITIONAL COST
4.
..- T, r1',A,
n^zs 'k'rbI-`'
BE AS SPECIFIED AND SHOWN
HE 0'A HER. THE ENGINEER MAY RAVE COMfPACT!ON
TES TO THE
IS COMPLETE.
.'
ON THE DRAWINGS,
AFTER THE BACKFILL
QDNT RACTCR SHALL BE REWIRED TO ExCAVATE TO
4- MIN SUf7A9LE LOOSE
V.MR Ca ELEVATIONS FOR DENS:TYTESTING EXCAVATION,
I
SOIL BEDDING FROM TRENCH
BACKF LL AT-0 RECOMPACTION SHALL BE FERFORMEA AT NO
EXCAVATION(SEE NOTES 4 S 5)
ACE'CNALCOSTS 70THE OWNIER,
LONIT NUOUS 120A.
THMN TRACER WIRE
UNDISTURBED
REOU'REDFOR
SOIL
ALL NON-FERROUS PIPE
FROM VALVE BOX TO
VALVE BOX)
TYPE 3 TRENCH
PUBLIC WORKS COMMISSION
No.
ARYL
RE slaw
WATER MAIN BEDDING DETAfL
FAYETTEVILLE, N.C.
SHEET NO. AWOL NO. W.19
DWG. BY: PI
WATER RESOURCES
1 OF 1 DATE: JAN.01, 20t2
APPROVED BY', J,E.G.
ENGINEERING DEPARTMENT
2012-Wig WATER BI
UTILITY GENERAL NOTES
1. PAIOR TO COMMENCEMENTOF ANY WORK WITHIN EASEMEN7SRR
5. CONTRACTOR SMALL PRO,' DE SMPORARY SWPOR75 FOR UTILITY CROSSINGS
WGHTSAF-WAYS 7HE CONTRACTOR IS REWIRED 70 N071FY CONCERNED
AND REPAIR DAMAGES SUE':-_-,8'TRVCTIONTOTHESATISFACTIONOFTIE
UTILITY COMPANIES IN ACCORDANCE VIB7-1o2 CONTRACTOR SHALL
UTILITY INVOLVED ATNO ADD' C,NALEXPENSE TD THE DVMM UNDERGROUND
VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO BEGINNING CDNSTRucTION
ELECTRICAL cROS5HNG35FAL.3E CRCIS,SED:N ACCORDANCE WI71i TIRE NEC
NOSEPARA7EPAYMENT, EXISTING UTILITIES SHOWN APE TAKEN FROM MAPS
AN07CCWCAL SFEC'F'CA-ON SECTION UNDERGROUND ELECTRICAL CROSSING
FuRNI BY VARIOUS UTILITY COMPANIES AND HAVE NOT BEEN PHYSICALLY
REWIREMENTS.
LOCATED t>-a ;11EpF10NE GAS. CABLE. ETC }.
7 WHERE DEEMEC NECESSAA-• FY THE ENGINEER THATA SUBSURFACE DRAINAGE
2 THE CONTRACTOR SHALL DISUP EACH UTILITY WHICH MAYCCNFLIC WITH
SYSTEM IS RE(RIRI THE ctt.^RACTOR SHALL PROVIDE ALL MATERAI TOOLS,
CONSTRUCTION i4 DAYS IN ADVANCE TO VERIFY LOCA71ONS(HORIZONTALLY AND
LABOR. EOUIPMENT,T:E-NS'^EXISTING DRAINAGE STRUCTURES ANDALL OTHER
TO ALLOW THE ENG NEER AN OPPOATUNT' 70 ADJUST THE DESIGFI
VERY CALL I
n
YT -WIM LATION IN AC NVC pENTALS NECESSAR O COMPLETE INSTAL ACCORDANCE
TO AVOID CONFLICTS NO SEPARATE PAYME A D NT
1
WITH CITY OF FAYETTEVILLE �+NpARD3. IMPROPERLY'INSTALLED AND
NON-F HAIL BE PLACED AT UNCTIONLING OR
5 REMOVED AND RE THE
3 ALL SANITARY SEWER S WATER CONSTRUCTION SHALL BE IN ACCORDANCE
CCNTRA07OR-S EXPENSE Ex F'NG FRENCH DRAINAGE DAMAGED DURING
WITH W"ANDARDS AND SPECFICATIONS OF THE PUBLIC WORMS COMMISSION.
CONSTRUCT'ON SHALL BE RE? ICED AND OR REPAIRED ATNO AD➢17ONA1
STOMA DRAINAGE. STREET CONSTRUCTION AND PAVING SHALL BE IN
EXPENSE 70 THE OWNER
ACCORDANCE WITH THE CITY OF FAYETTEVILLE
S. STORM DRAINAGE REPAIRS E'CONTRACTOR DUE TO GONSTRUCION DAMAGE AND
4 Li TIL'TY'SERVICES TO INDIVIDUAL PROPERTIES ARE NOT SHOWN IN THE
JOINTS ExPOSEDOUR!NG CONSTRUCTON SHALL BE INSPECTED BYTHE OWNER
PROFILES FOR SIMPLICITY OP THE ORAWINGS, SERVICES MAY INCLUDE WATER
PRIOR 70 BACKF!LLNG
LATERALS, TELEPHONE, ELECTRIC, CABLE, GAS, ETC,
5. CONTRACTOR SHALL COORDINATE WITH UTILITY OWNER AND BE RESPONSIBLE
FOR TEMPORARY RELOCATION ANp11pR SECURING EXISTING VTIL1 YPOLES AND
SIGNS ANDIDR UTILITIES IN ACCORDANCE WITH 1 7ILITY OWNER REWIREMFNTS
DURING THE UTILITY MAIN INSTALLATION AND STREET CONSTRUCTION (NO
SEPARATEPAYMEN-)
PUBLIC WORKS COMMISSION No DATE REVISION
UTILITY GENERAL NOTES FAYETTEVILLE, N.C.
imr- -%.P [
Np DWG NO N.2 DWG. BY PWC WATER RESOURCES
_+_4
I OF DATE_ JAN. D1, 2012 1 APPROVED BY: JE.G ENGINEERING DEPARTMENT
10.0E SHOULDER 15,0E 10.0' SHOULDER
.11 I.\�
���� 2.0E k z 13.0E 2.0
't 1
\i/,' 1�4":1' -� 1/4-1 "' n 1, �-- 1�4":1 „ i, I
:�/�- �. ,--;r 1 4". �.
\X,':>%\%j\\, I %�`%� ''\ i PAVEMENT TREATMENT' \�ii\�%/�,/ �/%/ ;i;�f%i�\j ; �`1
/:>% :. /` 1.5" SE9.5A W 8" ABC BASE \\.
2" SF9.5A W 6" ABC BASE
2" SE9.5A W%9" STBC BASE
TYPICAL STREET SECTION
CONCRETE ROLLBACK CURB
NTS
2012 N2 UPiLITY-NOTES.B,rg
UNDERSIDE
TCi I VIEW HOLES__.":
0�0-4-00�000�0
0000000000000
000000000000
0000000000000
0000000000, -_4.
000000400000 Q z
III
00000000000 g
000000aoa0000
000000000000
0000000 0 0 0 0 0 0000000
OOOOOOO WATER METER a0O0O00
StOR VIEW
1.38E
SOLID LID
PUBLIC WORKS COMMISSION NO' DATE REv:s:aN
1-INCH METER BOX LID FAYETTEVILLE, N.C.
1 7107 REVISED LIC
SHEET NO. °W°'No. W.4 OwG.BY. PWC WATER RESOURCES wo 1 WIG CHANGED Box&LID DIMENS:DNA
212 DATE: JAN,C1.ZC72 ApPFROVEDBy: J.B.G, ENGINEERING DEPARTMENT
20124V4 11N METEREOX.I
(TYPICAL- NEW FIRE HYDRANTS CONNECTED TO EXISTING WATER MAINS)
SHALL ADVANCE OF SEWE
1. PROPOSED FIRE HYDRANTS BE INSTALLED N R
7. EXISTING VALVE DEPTHS
EXIS NG S ARE MEASURED FROM EXIS: ENG ASPHALT ANDIOA
MAINCONSTRUCT:ON. THE CONTRACTOR SHALL SEQUENCE THE HYDRANT
VALVE COVER TOTHE TOP CI THE OPERATING NUT. THE BARREL INFORMATION
INSTALLATIONTDPROVIDEANDIORSUPPLEMENTWATERMAINFLUSHINGIF
SHOWN IS CALCULATED USING AN IN7ERPOLA7.ON BETWEEN THE TWO
- BREAKS OCCUR.
NEAREST VALVES. THE GROUND ELEVATION ANDI CURB FOR THE PROPOSED
FIRE HYDRANT !S INrERPOLA-ED FROM CROSS SECTIONS AND THE FLANGE
2. FIRE HYDRANT CONNECTIONS TO EXISTING WATERIKANNS SHALL BE MADE
ELEVATION SHOWN S APPROX'M1ATE F'RE HYDRANT SHALL BE INSTALLED 'IN
- USING A TAPPING SLEEVE AND VALVE BY WET TAP CONNECTION. THE TAPPING
ACCORDANCE WITH 7HE FIRE HYDRANT AND VALVE IN8TALLAT;ON DETAIL
SLEEVE AND VALVE SHALL BE HYDROSTATICALLY TESTED PROR TOTHE
COMPLETION OF THE TAP N THE PRESENCE OF THE OWNER.
a THE CONTRACTOR SHALL SUBSTITUTE VAR!OU8 BARREL LIEPTIHS WITHIN
?TIE PRO.JEC7II.E. F'112E HYDRANT NO I INDICA�9 A 50" DEPTH C DUTY,
3 THE CONTRACTOR S}'ALL HAVE THE EXISTING UTILITIES
ES LOCATED
ACTUAL CONDITIONS CALL FOR A S'-D" DEPTH OF BURY. FRE HYDRANT NO. 2
T
V ICIWTY OF THE PROPOSED F'RE HYDRANT PRIOR ORE STING
QUIE
I A 6'O" bEPT'r! OF E71
ND'CATE$ DUTY.ACTUALCOND ON8 REQUIREA DEPTH
CONSTAUCT!ON STAKES THE PROPOSED LOCATION MAYBE SHIFTED OR
OF BURY, THEN SU85T,TyTION'NiLL BE MEDIAE=REDI. ALL EXTENS.ONB SHALL
NS
RELOCATED BY71E OWNEA,F COHFtICTS EXIST 11 E. GAS SERVICES, USE.
BE APPROVED BY THE PWC PROJECT COORDINATOR PRIOR TC :NSTALLK`ON
. TELEPHONE ETC,)
AND ONLYAPTErl EFFORTS OF SUBSTITUTION ARE EXHAUSTED.
. A. THE CONTRACTOR SHALL VERIFY iSYOIGGINGI, IN ADVANCE OF
9. WHERE 1NCICATED70 7:B EXISTING FIRE HYDRANT TO NEW MAIN
INSTALLA''ON AND MATERIAL PROCUREMENT. THE EXISTING WATER MAIN
COrn7ALTOR SHALL PROVIDE ALL LABOR TOOLS, EOUTIVENr MATERIALS.
MATERIAL, SIZE. CLASS, pEPTH AND LOCATION FOR EACH INDIVIDUAL FIRE
ETC. NECESSARY 70 PROVIDE ACOMPLETE INSTALLATION FIRE HYDRANT
HYDRNr LOCATION IN ORDER 70 SUPPLY PROPER SLEEVE TYPES BARREL
SHALL BE ;TRANSFERREOro NEW MVA:N WANCH LINE AFTER MAIN IS ACCEPTED
_ LENGTHS AND OTHER REQU.REb MATERIALS TO ACCOMMODATE Ex STING
HYDRANTS SMALL NOT BE PUT OF SERVICE FOR GREATER THAN 24 HOURS
MATERIALS ENCOUNTERED AND SITE CONDITIONS .
CONTRACTOR SHALL NOTIFY THE APPRORWA7E F-RE DEPARTMENT OF OLP OF
SERVICE FIRE HYDRANTS PRIOR To CONSTRUCTION
- S THE iNFORMATI(IN CONTAINED IN TFE "FIRE HYDRANT DATA CHART WAS
D USING E}D5T RECORDS AND AVAILABLE . PRODUCED INA PWC RECOR LIABLE FIELD
10 90B SHALL BE REPLACED WHERE APPLICABLE. DAMAGE 70 PROPERTY
INFORMATION 7HE INFOFMIATION IS INTENDED TOASS'STTHE CONTRACTOR,
OWNERS LANDSCAPING. FENCES, LTC SHALL BE REPAIRED OR REPLACED TO
BUT IS NOT GUAIRANTEED, THE CONTRACTOR IS ENCOURAGEDTO VERIFY ALL
THE PROPERTY OWNERS SATISFACTION, TO INCLUDE WITHIN RIGHT-0F WAY.
- THE PRONDEO INiFORMArQN. THIS INFORMATION is APPROXIMATE AND MAY
(NO SEPARATE PAYMENT].
NOT BE ACCUJRATE,
6. THE CONTRACTOR WILL BE REQUIRED 70 SUPPLY VARIOUS LENGINSOF
' BARRELS AND HYDRANT EXTENSIONS IND MORE THAN ONE HYDRANT
EX7ENS!ON MAY BE USED PER HYDRANT) TO ADJUST FOR WATER MAIN DEPTHS
- IN RELATION 707CP OF ExIS71NG CURBGRADE, TOP OF PAVEMENT, EXISTING
ETCH GRADE ANI R,G147-0F WAY GROUND ELEVATIONS AS NECESSARY,
ADDITIONAL FI,T7INOS ANDfOR HYDRANT EXTENSIONS OR OFFSET CONNECTORS
MAY BE REQUIRED TO MAINTAIN PROPER COVER AS APPROVED BY THE PWc
PROJEC-COORDNATOR (NO SEPARATE PAY).
I
FIRE HYDRANT
PUBLIC WORKS COMMISSION
NO
DATE
REVISION
ADDITIONAL GENERAL NOTES
FAYETTEVILLE, N,C.
1
7 09
EVIseD Maras z 3 5, a e
REMOVED NCTE 11
D
F_'-
DWG.NO W.12
OWG.BY PWC
WATERRE:SOURCES
DATE JAM.012012
APPROVEDBY J,E.O.
ENGINEERING DEPARTMENT
2012-W 12 PH
NOTES:
1, ALL MATERIALS SHALL BE
APPROVED BY PVi'C.
2. WHEN INSTALLEU N A PAVED
CONCRETE COLLAR
:N PAVED AREAS
CONCRETE THRUST BLOCK
AREA
A1METER BOX
N
PER DETAIL W.17SET
E NSHBCHE
RI
RING IN NON -TRAFFIC
Im INO -TRA
PAVEMENT GRADE ANO
AREAS. VALVE BOX
PAVEMENT FEATHERED TO
TOP OF BOX. CAST IRON BOX
TO BE INSTALLED .N 24'
+---^^T"--16"
SHALL BE USED PAVED AREAS,
ACCORDANCE WITH
SPHALT
DETAIL W F,
3. METER BOX AND VALVE BOX
2-gR495
X
SHALL BE IN ACCORDANCE
mkt-
BO'ELBOW
OTHPW-
COETALS
"
�
FINAL GRACE
METER BOX
4. VALVE FOR BLOW -OFF TO BE
INSTALLED AFTER LAST SERVICE,
a. CENTER 2' SOR•21 PIPE IN METER
ZVI
BOX
TRACER WIT@
BRICK
ER,ASS
NIPPLE
BRICK
BRICK
sDR•21 PVC
[LENGTH AS 2' BALL VALVE
TBALLVALVE
24SQ'm
RECURRED, TWO
BRASS
PIECES MAX,}
12' BRASS NIPPLE
NIPPLE
BCH SC
" SDR-21 PVC
SLOTTED
12' BRASS NIPPLE
MIPT
VALVE BOX
ADAPTOR
7 BRASS F:.p x PACK
JOINT FOR PVC
T BRASS
ADAPTOR
7 BRASS FJ.P x PACK BD` EL80W
JOINT FOR PVC
ONCAETE IFIRUST BLOCK
ADAPTOR
PER OFTAR W.17
7 SOR-21 PI
2" BLOW OFF ON
PUBLIC WORKS COMMISSION
NO,
OATS
REVISION
2" WATER MAIN
FAYETTEVILLE, N.C.
s.
�,,�I�
s,EETNa,
p"6'NO' W115C I
DwG,BY: PWC
WATER RESOURCES
1 OF s
❑ATE: JAN. G,, 2D12
I APPROVED BY: I E.G,
ENGINEERING DEPARTMENT
TOP TO BE FLUSH WITH
VALVE BOXPROTECTOR
F N15H GRACE AND LEFT
ExPOSEfl
RING SHALLBE ALACE0
VALVE 15 LOCATED IN NOW
WHERE
NOTES:
7RAFFICA REAS. SEE VALVE
:NACCORDANCE
1' ALLWITH
PAVEMENT
BOX PROTECTOR RINGDETA:L.
PWC 9TANOAR0S8E
4" 1
2, RESILIENT WEDGE GATE VALVE SHALL BE AS
30W PSI PMREC
12' TURF 6' max.
MANUFACTURED BY MUELLER CORP.
N PLACE CONCRETE
TRACER W,RE
AMERICAN DARLING ORCLdW CORP
COLLAR
rF+�•+ll
2• rdr. @
::4
S. ALL VALVES SHALL HAVE 2' SQUARE
_
.'. FINAL GRADE '
- • I
-
-
OPERATING NUTANC SHALT. OPEN
COUNTERCLOCKWISE,
'.4,.
-' CONCRETE COLLAR '"-'
_
4, VALVE BODY. BONNET AND GATE SHALL BE
SHALL BE PLACED
iN ACCORCANCEWiTHAWWACZWFC-515
L
WHERE VALVE IS IN A ^I
TRAFF CARED -
-
I�
AND NSF51,
5 VALVE BODY AND BONNET SHALL BE
„II
- I VALVE BOX
-
COATED ON ALL !NTERIOA ANUJ EXTER'OR
SEE DETAIL
SURFACES WITH A FUSION BONDED EPDXY
N_DO7 CONCRETE
11
IN ACCORDANCE WITH AWWA C19-30.
BREACH ICK (4 REQUIRED
SECTION.
& ALL VALVES 24'AND SMALLER SHALL HAVE
T
- -
A SAFE WORKING PRESSURE OF 2%PSI.
'N. 12 GAUGE. SINGLE
I
T. SEE VALVE BOX DETAIL FOR AUDIT'-ONAL
STRAND, COATED COPPER
INFORMATION,
TRACERW; (SHALL BE
BEf WEEK
8 SEE VALVE BOX PROrEC7CR RNG CE7A L
,III�INSTALLED
"! VALVES AIIO SHALL BE
FOR ADDITIONAL INFORMATION.
11 INSTALLED ON ALL NON
9. VALVE BOX SECTIONS ARE REQUIRED. THE
METALLIC PIPELINES.)
USE OF PIPE -N LIEUBF VALVE BOX
WATER SPLICES SHALL BE
WATER
SECTIONS SHALL NOT BE PERMITTED.
w'
MAIN ROVED BY THE PWC
AL
MA'N
ROJECT COORDINATOR
-
1T I
l l-Tl- I Tr I I I R 1 I
VALVE IN TRAFFIC AREA VALVE iNNON-TRAFFIC AREA
GATE VALVE
PUBLIC WORKS COMMISSION
"D
DATE
REVIs>oN
("Tsa
FAYETTEVILLE, N.C.
aaa
LVEcnotE a
SHE
DWG. NO. W,s
DWG. BY: PAC
WATER RESOURCES
2
7XII
LARIhIPO NOTES
1 OF 1
DATE: JAN. 01.2012
BY: JE.G
ENGINEERING DEPARTMENT
APPROVED
20124018 GATE VALVE.3kg
1 - S. PWC STANDARD PENTAGONAL
ITYP.I OPERATING NUT OPEN
�
COUNTERCLOCKWISE
NOTES'
1 FRE HYDRANT SHALL BE MODELS
A RED BYM MANUFACTURED YELLER CO
- f2' ES S 2 21 NOZZL 312E NOZZLE
lCENTURiRN}. AMER'CAN VALVE AND
WITH FFRE HOSE COUUPLING THREAD IN
HYDRANT CO. (MODEL MARK 73). CLOW
ACCORDANCE W/C17Y OF FAYETTEVILLE
T STANDARD. NOZZLE CAPS SHALL
MEDALLION OR APPROVED EQUAL.
BE SECURELY CHAINED 70 THE
HYDRANTS BODY
2 ALL VALVES AND HYDRANTS SHALL
HAVE M.J. CONWICIONS WITH IRON
FEN GRADE
VALVE BOX
ND RETAINING GLAM,J. RES7RA Pr
FIRE HYDRANT SHALL BE FIELD PAINTED
5112E
'';',,., S I-'
INACCORDANCEWITHPWO97ANDARDS-
E�
BARREL
BRICK
BEFORE PROJECT i5 ACCEPTED
c
ivy
6" GATE VALVE
�BLOCK
4 HYDRANT VALVE SWgtL BE PLACED AS
mac,
DEFAIIia'�L
CLOSE AS POSSIBLE TO THE WIN OUTDO
NOT PLACE VALVE IN PROPOSED on
EXISTING CURB AND GU^ER !F THE
{
STREET IS SOIL AND NO PAVING IS ro BE
.,s, .C'
DONE AT THIS TIME. THE LOCAT:ON orTHE
♦ 8" D. PIPE ♦
VALVE IS TD BE DE-ERM.NED BY THE PWC
I I
. .,"
PRC,ECT COOK➢INA7OR.
SEE NOTE k 4
5 PRE HYDRANTS SHALL BE PLACED AS
UNDG-URGED
DIRECTED BY THE PWC PROJECT
SOIL
01 TEE. HYDRAN-7EE
COORDINATOR
OR TAPPING SLEEVE
YAR%ES
AS REQUIRED $EE
6 HYDRANTBRANCH8HALLNOTBEBACK
TAPPING pE7AIL1
F-LLED UNT'L iNSPECTED AND APPROVED BY
7 CU. F7 .5T STONE
PWC PROJECT COORDINATOR
PLACED TO A LEVEL 4' J. CONNECTION WITH IRON
FIRE HYDRANT AND PUBLIC WORKS COMMISSION NO DATE REVISION
VALVE INSTALLATION FAYETTEVILLE, N.G. 10OM3 REVISED NOTE R4
N7s
SHEET NO OWO. NO W.13 DWG BY PWC WATER RESOURCES � 2 71i1D9 R38ALTDED REST�RMOVEDANT �NOTE
toFi II
DATE JM.01.2J13 APPROVEDBY J,EB ENGINEERING DEPARTMENT
2012-WIS PHI d-
NCTES
It
MIN BEARING AREA EACH DIRECTION
OF THRUST INSOVARE FEET
IkaseG PA sNE sIjppmng Y&I c' 20a0 Ps` a 200 PI rest Plessre)
PIPE
SIZE
TEES&
DEADENDS
90°
FLLDOWS
4Ti'ET.BOW
&CROSSES
22-112'
ELBOWS
5
4
S
3
2
6"
7
10
a
3
12"
15
1 21
11
E
i.I THRUST BLOCKS SMALL BE!NSTALLED
ON PVC WATER DIB'REU:',ON LIME$ 6"
7HRU12-DIA W-HEMAMIERSHOWN.
SEE PWC STANDARD AL7. RESTRAINING
DETAIL W.18 FOR ACCEPTABLE
ALTERNATE RESTRAINING SYSTEMS
2J PIPE GREATER THAN 12 INCH
DIAMETER SHALL REQUIRE RESTRAINT
JOINT PIPE FOR THE PROPER LENGTH
3.) COMPACT FITTINGS ARE NOT
ACCEPTABLE STANDARb FITTINGS
ELBOW
SHALL BE USED WITH CONCRETE
M JPLUIG
THRUST BLOCKING.
CONCRETE
THRUST
4.1 THRUST BLOCKS SHALL BE
BLOCK
INSTALLED ON SEWER FORCE
ITYP )
M A N'N THE MANNER sHcvm
5) 'F SAC-CRETE IS USED, MXINO
iEiE
SEE BLOW -OFF DETAIL FOR
MUST BE ON SITE UTILIZING A
CLARIFICATION OF CONSTRUCTION
MECHANICAL MIXER
RECIUIREp AT DEAD ENDS ,UND'STURBED
THRUST
6) NO CONCRETE SHALL BE
BLOCK
SOIL
PLACED W BOLTS WRAP
HORIZONTAL SEND
DEAD END
AREA OF
JOINT F17rNGsw'-HPLAsT!C.
BEARING
7.1 CONCRETE SHALL BE
-
A MINIMUM 3,Too psi
5) ALL BEARING SURFACES SHALL BE
tDE E.`.(,AVATIONSr'YP. j
AGAINST VNIP STURSEC SOL AND
SHALL BE APPROVED BY PWC PRO{.
-
COORDINATOR PRIOR TO PLACEMENT
- ELBOW
OF CONCRETE.
9? USE OF RESTRAINED JOINT WCT''LE
IRON WILL BE REQUIRED IF SOLI
CONDITIONS DO NOT ALLOW THE USE
"
OF THRUS7BLOCKS
.w
.. T,".
10.) ALL VERT-CAL BENDS SHALL BE
i
RESTRAINED USING RESTRAINED
CONCRETE
JOINT DI IRON PIPE
SHALL BE KEPI
ALL BEARING
CLEAR OF PIPE
SURFACES
JOINTS(TYP s
SHALL BE AGAINST
UND!S7URBCQ
TEE GROUND(TYP_)
CRO
CONCRETE THRUST BLOCK DETAIL
PUBLIC WORKS COMMISSION
NO
DAB
'SIGN
NTs
FAYETTEVILLE, NI
1 JAN
CS
EVISED TABLE N 1 O-'E
SHEET NO
DVJG-NO W.17
DWG BY. PWC
WATER RESOURCES
2
D5
REV'sED-ABLE
I OF
DATE JAN 0: 2012
APPROVED BY. J.E G.
ENGINEERING DEPARTMENT
3 FES
07
ADDED NOTES 9910
. -----_-_- -..- 2Ct2-wIBC 28LWOFFAwg -
GRAss MEDIAN OR
CONCRETE ISLAND FULL VERTICAL STD, 840.038 FRAME,
GRATE AND HOOD
C
t4 J
X L E SPANSION
>�
VARIES A m
JOINT EXSPANSION JOINT a
FLOW LINE 2z
EM 0
n
MN I
B C A
10'-D" 3'-1 1/2" 1 T-0"
ti
CV
PLAN VIEW
10'-D" 3'-1 1 /2" 10'-O"
i I I (
DEPRESSED GUTTER LINE EXSPANSION JOINT
" (FLOW LINE)
ELEVATION
M EXSPANSION JOINT
SEE STANDARD NO. 840.01
ND OR CA[
GRS M�D�A4
COIVCR5 � D gh4 01 CH BASIN
51
- . 7
n
Gooden & Associates, Inc
Surveying D Planning -Mapping
1745 Cypress Lakes Rd
Hope Mills, NC 28348
Phone: [phone]
Firm License: C-1992
Thomas J. Gooden, P.L.S. L-3196
Water supply and sanitary sewer design by:
Don B. Jessup, P.E. 4876
105 Ellington St" Fayetteville, NC 28306
li General Notes
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= - _ SEAL
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212.W,7 TMRUS76LOCx awg 1 j/•`••4� y�`'',�\�` / * `IVGfNFL: -Q
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Water and Sewe Only
ROLL CURB
"4 Ay eVi514nS
2012-03,20: WTI depths 8, locations; Grading; Eroslon Control plan
E 1 4e 2012-03.26: Erasion Control notes; SSIVIIH9 bcatlon; Proposed ccrI
N
n
.,
�►
, ,. _
III,
OI
9
24"
Project
SECTION - & I
N.T.S. SOUTHVIEW
TRANSITION AT s' Section 9
10-1/2"
•
4-3/4"
r
'is
r`[V ?M .I')7----
SECTION_-- BB Near Hope Mills
N.T.S, Cumberland County
North Carolina
f.
VERTICAL CURB Street Details &
4.
A is 21
N -I-
IWater Details
`�
so
SECTION - CC
N-T-S.
�--�IN �Yt_r` WELL .
10' TAPER VOR CAA�CH
CONCR�Z AP1 ON * NOTE: THIS DRAWING IS BASED
ON A 5" OPENING ON CATCH BASIN
STANDARD CATCH BASIN TRANSITION FOR
24 ROLL CURB AND GUTTER
NTS
Owner
Fay Partners LLC
5011 Cumberland Road
Fayetteville, NC 28306
Project A \ Drawing
Details.dwg
0 V JLP I I t 1 un��AAAAAAAA^IINr1
Date
Mar 26, 2012
Scale
No Scale
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T

PIPE SIZES MANHOLE SIZE N, WALL THICKNESS IN. REINF. STEEL MIN, BASE THICKNESS NOTES. I. PRECASTREIWORCM CONCRETE MAN+HIXES SHALL 13. CONCRETEGRADE RINGS SHALL NUBS USED FOR ABOVE GRADE 23 1!2' NOTES:
1. CLEANOUT ELEVATIONS ANDIOR LOCATIONS MAY BE ADJUSTED IN THE FIELD 21" B ss ae- DIAMETER 5" ASTM AIRS 0,12 SQ114 8E iN ACCORDANCE WT7H ASTM C-476 ADJUSTMENTS IN {I E , ARE ALL N1EA5+ _IE or GRADE RINGS ARE 3f4' 1. RETAIL TO BE USED IN PAVED AREAS ONLY, ALL OTHER NOTES:
ALLOWABLE IN YARD AREAS AND PAVENIEM '.VHERE THE RING AND MANHOLII IALi BE IN ACCORDANCE WITH DETAILS 6. 1 I"CRADE 60 1 COPOLYMER POLYPROPYLENE PLASTIC
AS DIRECTED BY THE ENGINEER WHEN NECESSARY. CLEANOUT STACK TOP 0' 5 1 .!! 9^ 2.MIN.CCYNCRE7E COMPRESSIVE STRENGTH SHALL BE COVER ARE AT GROUND LEVEL �` UNLESS OTHERWISE APPROVED. STEEL REINFORCEMENT STEP SHALL BE PLACED I6"OC
4000 PSI
I ELEVATION IS DETERMINED BY (NTTF,#tPOLATlNG FIELD DATA AND MAY NOT BE �T H ' IE PWC RING AND COVER 9EB '><-4 -� IN ALL 5TRUCTUFiFB S'DLSrIH DR
EXACT. CLEANOUT ELEVATION TOP SHALL BE SET IN ACCORDANCE WITH MANHOLE DIAMETER SIZES MAY BE ADJUSTED ON THE PLANS 70 DETAIL(2 TYPES OF RING AND 3 MANGLES GREATER'HAN HYDI SHALLHAVE 14 THE MINIMUM SLOPE ACROSS THE NVF-P- OF THE MAHHOLE&HALL _-f' 4" 2. MANHOLE PRAMS AND COVER SHALL BE MADE OF GRAY GREATER
THE PUBLIC WORKS COMMISSION TYPICAL DETAIL. (NO SEPARATE REFLECT SPECIAL CIRCUMSTANCES. REDUCING SLABS ARE NOT COVERAPPWO) MIN T EXTENDED BASE BE 1%. UNLESSOTFIERWISE APPROVED SY Pwc Y § -_ -_�_* �� CAST IRON CONFORMING TO ASTM SPEC, A48-83 CL 30135 2. STEPS SHALL BE INSTALLED BY
PAYMENT). ACCEPTABLE ON MANHOLES LESS THAN OR EQUAL TO S' DIAMETER- .Y� � �� _ _
CAS-RON FRAME HL 4. FLEX47LE BUTYL RE54N JO:N'SEALANT SHALL BE IN 15 THE EXTERIOR MANHOLE RISER JO N5. NCLUDING 7HE JOINT AT � - -- � �` FRAME A4B•83 CL 3o RESPECTIVELY, MANUFACTURED BY SAME MANUFACTURER. AUGN D OVER SAND SNAIL BE
a'cx:- x - ALL CASTINGS SHALL CONFORM TO THE SHAPE AND ALIGNER OVER STRUCTURE INVERT
COVER SEE DETAIL ACCORDANCE W1 ASTM Ona, RUBBER GA5KETJDIN5 THE CONE. SHALL BE SEALED ON THE Ol -. DE BY AN APPROVED - y -; 4 i 01MENS.ONS SR I. THEY SHALL BE CLEAN AND PERFECT. MIT
2. WHERE SANITARY SEWER MAINS ARE TO BE CONSTRUCTED WITHIN 2a' OF SHALL SE IN ACCORDANCE WIAST14 C-443 .POINT WRAP. THE WRAP SHALL BE A M 44ULL OE SIX: (6) INCHE31N MTHOUT BLOW OR SAND HOLES OR DEFECTS OF ANY IVNMD.
EXISTING RESIDENCES SPECIAL GONSIDERATION SHALL BEGIVEN 70 NC, GRADE RING MAX. WI(TRH,ANDSHALLBECENTEREDCN-EJCN- �' �' YENnlrmrorMPA�RTi-E:rRSTRENGTH.NGPLUGGIttGOR (9 3. DIMENSIONS SHOWN ARE -0 CONVEY
RFxIBLE BLU'1'L ROSrN r *+ !-.^- "- " THE DESIRED SIZE OF THE STEP. STEPS
MINIMIZE UNDERMINING OR OTHERwiSE DISTURBING £X#STING RESIDENCES _ 1AAf(. (31 a' j2}6 OR MAL.w*oR RUBBER GASKET 4", 12Y 6" OR 2', SEE NOTE 5. FLEXIBLE EPDM RUBBER BOO` CONNECTORS SHALL w;; nti: STOPPING OF 13EFE-CTIVE HOLES WILLSE PERMITTED- SECTION"A-A" OF SIMLEAKS:2E ANBcoNSTRUC71oN
ADJACENT TO THE SEWER MAIN. THE CONTRACTOR SHALL USER RUBBER v, {1(2^GRADE RINGS ,M MANUFACTURER INSTALLED POLY 13. BEN ACCORDANCE Wf ASTM C9231N5TALLFD BY 18 MANHOLE GOO?FOR A-d,K3•I LA:.Ls. -
SEE NO"'E 13 PROPYLENE COATED MANUFACTURER WISTA:N- LESS STEEL COMPRESSION SHOUL13 7 BE NECESSARY TO 1INS'a� ca-NCH LATERAL ,MO A _ _ -- 3. CASTINGS %RALLSEUWk NMD AND SHALLHAVE THE ` MRY BII ACCEPTABLE S APPROVED
TIRED SAC K HOE AND NO M£CHANdOAL COMPACTION EQUIPMENT IN THESE - STEP OVER INVERT RING AND TAKE UP CLAMP. CONNECTION TD MgI,N MANPaLE, T-IE RUBBER BOOT *rw- -•e LATERAL Is INSIaaTED Irr7O ev`7ERIAL SUeMI^"rAL Is'�PROVEa
�j 2.778" LETTERS FWC-FAYiYC ANp"SANITA{HY 5EW9R'CASr INTO 111A' BY PWC
AREAS, THE TRENCH SHALL 8E SHORED ADEQUATELY TO PREVENT ANY OUT SEE STEP DETAIL. • SHALL BE BY CONTRACTOR w-TH s7AiNLESS STEEL SHALL BE SocuRELY FASTENED -O -HE LORE HOLE. BY UTILIZ'NO A _ F CORER. LETTERS SHALL BE RAv5EC AND CLEARLY V SELE.
i(�"VL
SEAL INSIDE AND oL17s*p_ OF CCENTRIC REDUCER p!PE CLAMP. STAINLESSSTEELBANDTHATISTt3IL^- q USINGAJACKORATOROUE
SLOTHINGOFTHESIDE $LOPES, SUITABLE BACK FILL SHALL BE PLACED IN 32 � MINTWTHFASTsE7MORTAR WRENCH (DIRECT DRIVE).BOTH 37AALRDSZEAM87EPDOWN 00075 COVER BACK COVER SECTION FRAME PLAN a,MATHODOLS OFcoILLATIO SHALLB
THETRENCH. CONTRACTOR SHALL REFER TOTHE GEOTEGHNICAL REPORT �� z SMOOTH FINISH ARE ALLOWED THE 76120LE wRENc1•awLL BE SUPPLIED evT7HE 4. MANHOLE 13.N0 AND COVER SHALL WITHSTAN❑H-2C METHOD OF INSTALLATION SHALL BE IN
§§ y 6. CONNECTIONS TO F_X•ST;NG MANHOLES SHALL BE By VEHICULAR TRAFFIC. ROUGING COVERS SHALL NOT BE ACCORDANCE WITH OSHA STANDARDS
AND PILLOW RECOMMENUA;IONS. CONSTRUCTION METHODS AND MANRACTURER_ ND 07! EA' YPE SANDS nn METHOD OF SECURING TGE A
t, ` 4 v CORING MANE. HOLE MCA LOW INSTILLING A FLIX iBDo- ACCEPTABLE' AND ASTM C-07B, G o O Ci V ]'1 & Associates, I n c
I,t U BOOT 7q THE MANHOLE SHALL 13E arrfP'ta
MEASU RES SHALL BE IN ACCORDANCE WITH THE GEOTECH NICAL REPORT � w E•• HOLES THAT EXTEND TIHRu THE cbNNEc'nR. Do NOT ALLOW DEBRIS ro EATEN
AND RECOMMENDATIONS. CONTRACTOR SHALL BE FULLY RESPONSIBLE ALL SHAI-L BE SEALED WITH mIN7 SEALER s'rsTEM_ -'1 I"-Trz• S. MIN MUMAVERAS3E wEIL�-rL: PLUS OR MINUS ea�R:NG 175 LB5,: _ _ Surveying
FOR REPAIR OF STRUCTURES, FOUNDATIONS, FOOTINGS. ETC. DAMAGED NON-SHRINKGRCU'LIFTHOLES-HA7 . FORFt]UR( WCHSDR28LA7ERALSTHEP-PEouTSIDE COVER 135LB&UNIT 310LBs� II Iaur eying Planning Mapping
T N1DRT4FH SHALL BE flkl!OK sE- WITH T.•NK3, NOW -SHRINK INCHES COVER 6 PERFORATED COVERS WILL NOT BE ALLOWED. I_ ....1.1 �..� is 3 4 - A-.T STAND ON w 1H D60-H FEET ro A D tl
DUE TO CONSTRUCTION. HAVE PVC CAPS THAT DO NOT EXTEND DIAMETER RANGE OF THE 600T Sk+.L 0E 0.9 .ACHES TO 6,2E
2 9 7HR. THE WALL SHALL NOT REQUIRE GROUT MIXED �N ACCORDANICE
In e i GROUT SFVV.AN7. EAL LrFT HOLES MANUFACTURER'S RECOMMENDATIONS, t2'
3. SANITARY sEwER MANHOLE DEFLECTION ANGLE'S ARE 180 DEGREES � 4 FOR FaLH (4) INCH RL1c-rILE IRON uTaALs THE PIPE o!1TSIDE- - [
UNLESS NOTEOOTHERWISE, ALL INVERT ELEVATIONS ARE SHOWN TO THE a MANHrnESTEPS SHALL BEINAccoRDAHacEWITH 3l4 1745 Cypress Lakes Rd
rpNN`'�v
h 5E£ CHART 4.26 NTF_R RANGE OF THIS BOOT SFu.: EITHER 8E AS FOR VC OR PLAN VIEW YN
MANHOLE CENT£RU N£, F4vr C47B AND OSHA REGULATIONS ALIGN STEPS WITH I ITMi 1.
4.261NCHF_S TO 4.81 INCHES.
INVERT OUT PICK SLOT DETAIL 2MNN Hope Mills, NC 28348
2,5 _,,,I,�.,.-.t
0111
SEE NOTE 5 POR IN ALL CASES. TF E RIDGE SHALL BE - GH'ENED ON THE LATERAL BY _ • 0 FI NAL py, �]r� 7
FkONNEC0T CONC BRICK AND MORTAR INVERT :: ✓.` (3PA0E :- . . ...:; ... Pt101'1E'. 91 O'LL3`7l 66
CONNECTOR PLACED :N FIELD TO 3N FE:ID}rT OF 9 PREFORMEC MANHOLE INVERTS ARE NOT MEANS OF A SINGLE STAINLESS STEEL STRAP �`y ; t
OUTLET PIPE. SEE SHELF DETA;L. JpIpTT SEAi.ER ACCEPTABLE UNLESS SPECIFICALLY APPROVED BY 3/A
IWYC IOLEWRITING.NOT
STANDING WATER IN INVERT OF THE LATERAL INVERT SHALL BE AT {'OP OF THE SFPEiF. tv Firm l l License: C-1992
,� MANHOLES NCF ACCEp'rABLE. P 3b FRAME "- `" BEDFSH '. Thomas J. Gooden, P.L.S. L-3196
W e Aft FIND PIPE 17. AI(3 MORE THANA. FOUR INCH Lq�PALS OR 3 51X INCH LATERALS FRONT VIE W
�-,REINFORCING SEE CHART ABOVE SHELF DETAIL 10, VERTICAL DROPS BETWEEN TFIE INFLOW PIPES AND SHALL ENFERA4'01MdETER TERN.+!.,t MANHOLE NO MORE THAN 2 p" I T 4 • r
SEE CHAR- SEE NOTE 3 OUTIELOW PIPES SHALL REQUIRE THEFOLLOW=NG. A. LATERALS (REGARDLESS OF SIZE, SHALL ENTER ALL 07HER W DAMETER -I
oo� 6^ MAN COMPACTED NO S7 GREATER THAN 2.5'SEE DROP STRUCTURE pETAu, MANHOLES, ALL LATERALS SHALL rust AN-NDIVIDUAL TROUGH. 6' LT CONCRETE COLLAR -PAVED AREAS
ISLE EPDM RUBBER (MIN. 5' D!A M.H REDD) B. 1' TO 2,5' SEE PIPE SLIDE DIAMETER MANHOLES SHALL BE USEC rTHE ABOVE CONDITIONS ARE y 1 1w
T^ r STONE FILET DETAIL C. LESS THAN 1'$EE SLIDE DETAIL NOT MET. � B"mITtTHICKNE553000 P51 CLASS'A" - } - * ', .' i • :
F �° CONCRETE COLLAR38%A:R L.,
T I IS BOOITARY SEWER (DUTY 18, MO MORE TIIANSLATERAL551y.i EN1ERA8'DIAME+'ER TERMINAL 1e WG.r G ENTRAINMENT/4LAli0i3NO FRAIIAE. Wafer Supply Arid SarlltQry Sealer dPrSIF11.Jy.
} 11 MANHOLE RING AND COVER AND DRCP STRUCTURE
• ] 7 UNDISTk1RBE0 Sl19Ci:ADE SHALL BE IN ACCORDANCE W4rnCSTANOMDS BEE NWiHOLE. 1 (WHEN UTILIZING OCECOLL GR4pE i Don B. Jessup, P.E. 48l6
SEALANNU ANNULUS AT N RINGS C1 CONCRETE COLLAR SHALL - _
67 STONE APPLICABLE DETluL. 19. USE OF TEE-MfYEs ON LATERALS ; NO7 ALiOlNEb,
NIRANCE Yr-TH NON -SHRINK FJfTEND TO 2'min BELOW TWE TOP of A - i4ANWOLE WALE;. t (� Ellington
GROUT 42.;NVERTONPLANSISTIOMANHOLE CENRERLINE. 2D. ALL MANHOLES SHALL BEVACUI7ES-LD.NACCORDANCE NVPWC GOVERA48-b3,CL35 CONS FMW 105 Ellin1 ton St. Fayetteville, NC 28306
STANDARDS. COVER FACE SIDE VIE ISOMETRIC VIEW OF STEP g Y
GENERAL NOTES PUBLIC WORKS COMMISSION ING, Da E REV -SIGN PUBLIC WORKS COMMISSION NO. CATE REVISION PUBLIC WORKS COMMISSION NQ. .ATE REVISION STANDARD TRAFFIC AREA MANHOLE PUBLIC WORKS COMMISSION NO. DATE fEVIBION STRUCTURE STEP PUBLIC WORKS COMMISSION NO. DATE REVISION
SANITARY SEWER UTILITY FAYETTEVILLE, N.C. STANDARD {MANHOLE FAYETTEVILLE, N.C. STANDARD MANHOLE RING AND COVER 1 AN xi ctvwGEO NON TRAFF;D DETAIL faeneFa€ Nofes
FAYETTEVILLE, N.C. FAYETTEVILLE, N.C. NTs, FAYETTEVILLE, N.C.
7. FEB 07 CREATE05.2AADDE0 NO7E573.17 �L_ I. 1/08 CREATED DEF-,A4DED NOTES I4-2B NT.S. g ,AULYOB AWED NOTE ON Dow COLLAR
WS NO. S.1 DwG. DY PWD WATER RESOURCES sHBETNo. ° 'NO' S.2 OwG.er:I Iowa Pwc WATER RESOURCES °1r+G !'1° 5.2A wvG.er:PWCZ��� Owc. NO. 5',7 pWG.av: P1NC 3 FEe D7 REMOVED NON 7RAFF'.c AREA pNG. NO $ B OWG BY. Pih'C
ETND. WATER RESOURCES SHI No. WATER RESOURCES REVISED NOTES SH E-Na. WATER RESOURCESSJ OF [.D
aTE- JAN.D1.2O12 APPROVED BY: J,EG, ENGINEERING DEPARTMENT 1OF T DATE: ,1AN.01,2012 APPROVED BY: J.E.G. ENGINEERING DEPARTMENT LOP T nATE, JAN.01.2D1z APPROVEOSY'. J.E,G. ENGINEERING DEPARTMENT 1OF T DATE: JAN.01,2012 APPROVED BY: JEG ENGINEERING DEPARTMENT 4 JULY03 REVISED ASPHALT 1OF1 DATE JAN 11 2ZI2 APPROVED BY J.EO ENGINEERING DEPARTMENT
2012-S1 SEWED N07ES.dw9 2012S2 STANDARD MANHOLE III 2C12-S2 STANDARD MANHOLE Mg 2012.37 RING COVER.dw9 2012-56 9TEP.dw9
s MIN, TAPPING SADDLE WITH STRAP SEWER SERVICE LATERAL NOTES
S NGLE WIDE AND ALIGNIAiENTFLANaE, 10' MIN. HORIZONTAL NOTES: 70 FIND "F" ENTER CHART AT LEr7 WITH EFFLUENT PIPE SIZE
STAINLESS SEE NOTES N b 10 ON S.11 1. POLE IN SANITARY SEWER MAIN MOST BE CUT WTrH 12- SLOPE AND DEPTH OF THE SERVICE LATERALSHALSE SEPARATION BETWEEN WATER WATER MAIN MAL HCRZONTAL AND ENTER PPS AT TOPWI7H rNFLLENT PIPE SIZE. "E"DISTARCE NOTES'
STEEL STRAP SHELL CUTTER NCHAMMER TAPS ALLOWED. UETERIVINEOBY THE TOPOGRAPHY Cf THE LOTAS APPROVED AND SEMROD TO GD � �AAA-.O%SE'YVEEN WA7ER 1 ALL EXCAVATIONS SHALL COMPLY W'TH THE TERMS AND IS POINT OF CONVERGENCE QF COLUMN AND ROW 1 SEE PWC STANDARD MANHOLE AND
EXTEND STACK 1S" MIN. ABOVE 11-15" BY THE PWC. ENGINEER OR AS NDICATED ON THE DRAWINGS. EXISTING � SEVMR CD TO DO CONOI?IONS OFTHE CONSTRVC,ION STANDARDS FOR
GRADE W"7H GLUE CAP FCR TYP.I 2, LATERAL SHALL C0NFL7RM TO ASTM SPECS. C3039 UNpF7tfiROFIND SEE PAV7 PATCH DETAIL FOR EXCAVATIONS IN OSHA "SAFETY AND HEALTH REGULATIONS b2 PIPE SLOE. MORTAR SLIDE NIA
TESTING. AFTER7EST ARE ( � SOH-28 UNLESS OTHERW�:SE INDICATED AS D.I- 13, LATERAL BHALL CONFORM TO THE Z%MINIMUM SLOPE FOR THE 4' OR THE X G ELECTRIC WATER MkIIN a' e' 5' 12" 19" 1R' 24' SHELF DETAILS FOR ADD:171,ONAL
FLOW rrr4 OR 6" ACCEPTED ADJUST STACKTO 1%, MINIMUM SLOPE FOR THE (E MAXIMUM CLEW) OUT SPACING FOR 4' LAST 3` OF FILL IN PAVED AREAS FOR CONSTRUCTION", R CHAPTER ER AVE OF TITLE 29, PE PART B 9.DC 95C 10.00 - INFORMATION.
IrI NUET PROPER GRADE AND'.NISTALL I � 3. ALL PIPE 8 FiTTINGS SHALL BE 4" OR 6• UNLESS PIPE 76',V F;PE 100' 16' MINMUM SEPARA?,ON CLEANOUT SHALL BE SET EXIS7iNG STCRMOiAN ON TH JOB A TALL TORS ANo HAVE A COMPETENT PERSON
�- PERMANENT CLEANOOF CAP �!! OTHERWISE SPEC[F:Ep. 12 i1. 31.5E 1200 1300
ro ELEV INDICATED ON PLANS X GAS COMPACTED TO 95%MAX_ DENSITY ON THE JOB AT ALL UPON
AND SHALL NT MA77 A PROFESSIONAL,
BETVYEEN BOTTOM of WATER ?:NG'•NEER TO ACT UPON ALL PErx"iNENT NTATTER3 OF TWE WORK o 1c 6.7 1 7 2. THEIST DISTANCE5INDICATEA ARE FOR
AND TOP OF SAN SEWER, Ex UNDERGROUND AS DETERM'.NECBY A5TM D698 - CCNNECTION TO AN EXIST•NG oLTTFALL
PVC 5pR-25 ORD%TEE ASSEMBLY ARIEB o 14, BEE.NTFTAIL FRDPSTRUCTURECHi SUDS.. MORTAR SLABS ELECTRIC 1 16. 17. 1T 5c H 0 1
A 2. OTHERWISE. BOTH THE CROSSING :N ACCORD WITH 2. BEDDING MATERIAL CMHAN7!T'ES ARE CALCIAATEO BASED ARID ARE THE MINIMUM DISTANCE
3C-E NOTE M9 5.11 g 4, ALL C.I. PIPE SHALL HAVE AN INTERIOR LINING OF SHELF DETAIL FOR VERTICAL DROPS OF MAINS AND U'€BRAES, M. 2f.00 21. 2200 3.00 23.7E 24 50" 28.00
7q LATERAL 6 WATER MAIN SHALL ELECTRICAL
C5 FOR UNDERGROUND ON THE fOLLORrG TRENCH W!D7TH5. BEDDING MATERIAL SHALL ALLOWABLE
CERAMIC PROXY (PROTECTO 4Dij. 71;•iE ENTIRE O.I. BEOI 1f WATER MAIN I3 E%. FLEL?RIWIL CROSSINGS BE;NSYALLEQ REGARDLESS OF PIPE MATERIAL..
BAP SHALL HAVE 2' LATERAL SHALL BE COMPRISED OF D.I. PIPE 8 15. LATERALS LESS THAN 3' IN DEPTH OR GREATER THAl2C' DEPTH SHALL ONLY MAKE SS LATIDRAL D . WHERE E' MH IS REQUIRED ADD t!2" ?O T' DIS'ANCE 70 ACCOUNT 3 WHERE SAHTARY SEWER OUTFALLs
COVER NON TRAFf C CROSSING IN ACCORDw1T•H
STANDARD TEE AREAS AND SHALL BE MECHANICAL .!DINT FITTINGS. UTILIE DUCYILB 6tpNPIPE AND FIYYING3 WITH GEIWAIC EPDXY SEW'EA EQURENAE.MSFOR UNDERGROUND FOR 48'RCPfi718�'-C=6' FOR -HE ACOIIONAL S"OF SHELF SLOPE. AND MAINS ARE BEING CONSTRUCTED
CONNECTION RISER SHALL BE 4" 5DR-2S PV0 SET aT CBRADE IN PAVES ff (PROTECTo 4LF L MAN
TAPPING SADDLE EXCEPT I7 SHALL BE A' W. IF THE AREAS - 5. ALL CONNECTIONS SHALL HAVE RUBBER GASKET SEALS FLEL"TRICAL CROSSINGS FOR 62" RCP/DI B •, D=6'-G
24' MINIMUM B�ARATION FOR 30" RCPTCI 5=4'-E", D=V' fi' THE TOP OF THE EFFLUENT PIPE AM
(USEONLYONEX.MAINS) LATERAL ITSELFISOucTLEIRON MHAPIENTASSY INSTALLED 16.ENTIRESEWERLATERALASSEMBLYSHALLBEAIRTESTELI BETVyEENBOTTOMOFSTIRµ F�(IoE:NG 11B"MNIMl1MSEPARATION FOR24"RCPIDI8=3'D=4'-m BE TTHESAMOP OF EELEVAIONuNcs,4
SEE CHEANT M CAP ASSY CONCURRENTLY w'YH sEYVER MAIN STORM LTRAN SL"TINEEN BUETIO 14 OF GAS r- CLEAMOUE SHALL BE BE' FOR 18' PVC,O.13-3', D=3 g.... EE AT THE SAME ELEVATION UNLESS
NO7E: TAP SHALL BE41r2- AND TOP OF SAN SEWER. AND TOP of &AH SEWER FOR 15' P"''DI Bc3'. Dom' CONOI?IONS ARE PROHIBITIVE -07H5
FOR!' LATERAL. AND 6. SANITARY SEWER SERVICE CXD STACK SHALL t'J= OTHERWISE LATERAL SHALL TO ET-EV. INDICATED ON PLANE POR 12" PVCR)! B=2'. D=7 0' - PRACTICE
SHALL BE ERAL. AN e' LOCATED 16' FROM WATER SERVICE LOCK VALVE WHEN 17, 'ND VIDUAL LATERALS SHALL SE CLEANED AND PLVSHED PRIOR 70 BE D,I, S �IINR UNDIS*UITBEO SOIL ! `e FOR S PVCIDI B-2'. fl=3 0"
LATERAL. GLUE CAP OR MS CAP IN TINE SANE DITCH. FLUSHING SANITARYSEWER MAINS- 16'MINIMLM SEPARATION ',* r
P 4 FOR AN TESTING To W MINIMUM SEPARATION BETWEEN BOTTOM OF GAS o 6 3 FIE BEDDING MATERIAL SHALL BV GRANULAR, CLEAN, COARSE
EXTENDED O BED TA11H. B � ORSTONE SHALL BE opt I 6 D 1A EXTEND SS TO RAN DR 7 FHE CONTRACT MAY USE A TAPPING SADDLE WITH STRAPS AND ALIGNMENT FLANGE (01I 0 SAUDI FOR 16, PROT JECT ComyNATOR. SHALL NOT BE L:K•F ILLED UNTIL INSPECTED BY THE PW0 AND70P OF SAN SSEWER. ANDMIN MUM SEPARATON 6P OF SAN SE%VrR f" LAYERLL SHALL BE s AND COMPACTED :N I� PLACPEAED IN LAYERAVEL. OR S NOT ELL �CE DUSHED ROCK . I G' LOOS LE IFTS FOR . ,1
LATERAL CCMLNEC7'AN TP1L6' - 1P OTHERWISE, BOTH .0 RD%MAXIMUM DENS TY AS 4 THE FELL WIDTH OF THE TRENCH,
FR AL CONURBEn 501E 5E 8 DE PROPERTY LINE (D, I.OR CONNECTION TO AN EXISTING MAIN. TAPPING SADDLES MIN. HOROONTAL ETWEEN BOTTOM OF STORM ANC `�{ 4
NLO PVC, DEPEN ING ON WITHOUT AN ALIGNMENT FLANGE FOR PVC LATERALS 19, WYE CONNECTIONS SHALL NOT BE USED TO TE LATERALS INTO A SFPARATION %F'7WEEN WATER WATER MAIN LATERAL 8 WA R MAIN ,.MALL DETERMINED BY ASTM 069E DIA12 ' •' MAIN OR LATERAL
AND SEWER DD TO Da RE DI. IF wgTER MAIN IS EX.. TOP OF LAN. SEWER CTHERW LSE T
O DETERMINED
D TOP OE PIPE 4. BEpDiNG hu-SKIRL SHALL BE INSTALLED AND PAID FOR IN MIN SLOPE
LATERAL MATERIAL) WILL NOT BE ACCEPTABLE. FOR D.I. LATERALS MANHOLE. GAS LATERAL SHALL BE D, I, ACCORDANCE WITH THE rGEWWN5 CHART oPRODUCE 4'@2.W%MIN.
ONLY MAKE 3S LATERAL D CLASS B BEDDING.
D PVC SCR-29 2 N07 RNG A TAPPING SADDLE AN APPROVED
EHEN7 FLANGE IS i ALL VER-- CAL AND HORIZONTAL SEPARATION 51HALL SE N e• 0.67%MIN./MAIN
NOT REW (RED IROMAc OR APPROVED EQUALy. 2D. IF BENDS ARE APPROVED BY THE PROJECT COORDINATOR. STONE 'ST ' ACCORDANCE W.TH STA-E REGULATIONS SELECT A%t ALLOWED
MATERIAL '''j FOR S' PiPE C6703M OF PIPE _
1.
PIECE NASKETEC BEDDING is REQUIREQ TO BE :INSTALLED FROM UhD-s7URBELI LSf- INDERGRbUN16 NOOVERAtiE ALLOrYEG SEE j FOR f2"PIPEA9yd3A OF PIPE � 6"02.00%MINMTERAL
} Sz NOTE 2t 9, THE CONTRACTOR SHALL USE 5UR 28 PVC TEE FOR DETAIL S. 12) SO!LTO BOTTOM OF BEND ELSH-Tma NO7E4 1-T{N S'M022%MIN,
F MIN 4•) FOR 46"PIPE .11yd3M OF PIPE , i
THREADED SLOTTE❑ I i I - (sue NOTE 21 ON 2. ONLY
SKETCHES SHOWN ARE FORINFORMATIONAL PURPOSES AX{DIAl2) FOR 13^PIPE 13yd3A OF PIPE .. l o a T2-00227EMIN
CONNECTION TO SIR-26 PVC PIPE rm D,I, TEE FOR CLEANOUT SHALL BE SET ONLY 4
CAST IRON FUJG - JON}OR MECH BE MINIMUMSEPARATION SUBBASE1WHERE SOIL
UNDISTURBED I FOR36"PIPE .15Yd3m OFPIPE - IS"�0.1E%MIN.
JOINT FITTINGS IF COMNEc7ON TO pL1G7IL.B IRON PIPE, PVC TEE SHALL dE 21. PVC COMBINATION SHALL BE 2 PIECE PEE -WINE. GASKETED. s0R29, AS BETWEEN BOTTOM HATER ?O ELEV INDICATED ON PLANS SOIL. WHERE SD1L 15 DEEMI-11 7 FOR 30"PIPE 7Byd37ry OF PIPE f8" 0.12%MIN.
ONE PIECE MOLDED OR FABRICATED. TEE WYSS 8 TWO MANUFACTURED BY HARGO. GPK ORAPPRGvvu EQUAL- 3 THE CONTRACTOR SHALL BE REQUIRED 70 VERIFY ALL EXISTING UNSU•TABLE BY THE PWC PRGJ. REP. PIPE PIA POR 38^PIPE ?Byd3M OF PIPE
TRAFFIC CAP I 1 I ,^ ) _ C:,LATERAL AND TOP OF SN4HT-11E . - FOR 42^PIPE.32yd3rH Or PIPE („
PIECE TEES ARE NOT ACCEPTABLE. Sj TILL -LEG 607H HORIZONTALLY AND VERTICALLY AT EACH AU-NOR!7FD AREA SHALL BE UNDERCUT
OTHERWISE, BOTH THE
22. NO MORE THAN a. FOUR INCH LATERALS OR 3. S-%INCH LATERAL LATERAL &WATER MAIN SHALL CROSSIHG'N ACCORD WI-FH CROSS'NM, PRIOR'IO CONSTRUCTION OF LATERAL TO INSl1R£ AND BAd(F:LLED WITH SELECT BEDDING FOR 48"P1PE ?fiytl37fl. OF PIPE
5, INSTALLATION OTHER THAN AS 9FNGWH MUST RE SHALL
ENTER A 4' DIAMETER TERMINAL MNHFHOLE. NO MORE THAN 2 BE DI. F WATER MAIN IS EX OUIREPENTS FOR UNDERGROUND PROPER :.LEARAf'iCE& ARE MAINTAINED, MATERIAL. AREAS NDT AtT.. --- B 9. I3EDONG MATERIAL SHALL EXTEND 70 UNDISTURBED TRENCH w ° `�
�UNDSTURBED SOIL APPROVED BY THE PW+C. LATERALS (REGARDLESS OF SIZE) SHALL ENTERALL OTHER 4' ONLY MAKE 55 LATERAL D!. ELECTRICAL CROSSINGS AS lRipERCUT SHWtL BE BACKFI__ SEE NOTES 1 3 2. WALLS AND TRENCH BOTTOM. OVERAGE OF BEDDING MATERIAL
THREADED CAST DIAMETER MANHpLBS, ALL LATERALS SHALL HAVE AN!NpNI.VAL 4. ALL P PE BEND LOCATIONS AND MAX. NUMBER OF BENDS AT CONTRACTORS EXPENSE WITH wEL NOT BE PAID FOR UNLESS SPECIFICALLY APPROVED BY
IRON HUB 1D, CONNECT CNS TO THE TOP OF MA IN SHALL NOT BE TROUGH, 9' DIAMETER MANHOLES SHALL SE USED f THE ABOVE INSTALLED ON LATERALS SHALL BE APPROVED BY THE PROJECT SELECT BEDDING MATERIAL,
SEWER¢ THE PROJECTOP47 OF TH AUANDSHALLONLY BE PAID
ALLOWED. UNLESS OTHERWISE APPROVED BY THE PWC CONDITIONS ARE HOT MET, MAIN CaORp:hL1"OR PRIOR TO INSTALLATION O<BEAR OR EXTENDING FOR IN THE AMOUNT OF THE AUTHORIZED OUAN"17Y.
PROJECT COORDINATOR. 18" MINIMUM SEPARATION
1T-IE LATERAL FROM THE MAIN.
�11:
23- ALL LATERALS 4' ANp 6' SHALLU74iZE A 4' RISER STACK - EXIa'r`NG B. BE00!NG NV41'EAIAL SHALL BE PROPERLY ROODEZ3 AROUND -
( I ( Y BETWEENSOTTOMOFGAS THE PIPE HAUNCHES.
STANLES3 11TAPPING" CL,ES 5HA1 ONiYBE USED FOR NEW CORMINAND Top OF SAN SEWER 5. ALL REQUIREMENTS FOR SEWER LATERAL NOTES AND OE'AILS � 'A. . ; -'.91EF1 HOSE SHALL BE 4PPL'CABLECLAMPS LATEWJ.3 CONNECTIN(B TO EX.STlid[H BAN?TARP 9ENfE2 Z4. REFER i0 DETAIL 5,12 FOR SEPARATION PEDU.REMIENITS. _ r COMRATION CUTS IN PAVE SHALt LSE TRFT4CH BOX SHORING W ALL OPENCKEPC COUPLING
MAINS, 2V MINIMUM BETWEEN BOTTOM F SEWER 6REFER-J UNDERGROUND ELECTRICAL DETALS FOR AODiT!ONAL AT'HEPAVEDAREA5.TRENCHWIDTH SHALL BE MAINTAINED
MIN 114" THCK EppM COUPLING AT THE MINIMLBh PRAG-ICPL, WIDTH
FOR SLIVER 9ERV CE LATERAL AND TOP OF STORM, OTHERWISE :WFORAM-ON WHEN CROSSING UNDERGROUND ELECTRICAL
CIO CAP ASSEMBLY NOTES BEE DETAIL s. It LATERAL SHALL BE D. FACET E5
SEWER SERVICE LATERAL PUBLIC WORKS COMMISSION NO. DATE REVISION SEWER SERVICE LATERAL PUBLIC WORKS COMMISSION NO- OATS I REVISION SEWER SERVICE LATERAL PUBLIC WORKS COMMISSION NO DATE REVISIT SEWER BEDDING PUBLIC WORKS COMMISSION Nb OAT` RSV's pN MH CONNECTION DESIGN GUIDE PUBLIC WORKS COMMISSION Nb. DATE REViS'ON
4-INCH AND FAYETTEVILLE, N.C. LreK sEI IsDNLDTEs4HL6Acxc UTILITY CONFLICT SEPARATION
i 1 JANc7 REVISECGONNECT!ON NOTES {4-INCH AND $-INCH FAYETTEVILLE, N.C. REQUIREMENTS FAYETTEVILLE, N.C. ND5 EY1sEflNaTEs1ANp6 NTs FAYETTEVILLE, N.C. FfE ErseDNo Es N-s FAYETTEVILLE, N.C.
SHIEETNO, °W`s'No. 8.1D DYJG,BY: PWC WATER RESOURCES � 2 JULY08ADDED NOTES FOR 6'LATERAL9 SHEET IN CWG,No. S,11 DwG.eY, Pvvc WATER RESOURCES 2 T11 EV1sEpNOTEs SHEETNO OWGNO. S,12 DWG. BY. PWc WATER RESOURCES 2 OV06 IEDNOTEONDILATERALs SHEErNo. DWG. NO. S-13 DING BY. PAC WATER RESOURCES SHEETNa. DWG, No. S,18 DWG. BY PWC WATER RESOURCES
1 OF 1 DATE' JAM, 01; 2012 aPHROVED By: JEU ENGINEERING DEPARTMENT 3 JAN 12 V+SEON07E3 t OF 3 DATE: JAN.01. 2C12 gPpROVED BY: JEG ENGINEERING DEPARTMENT 3 12 IS NOTES 4' T1' Ts 1 DE 1 DA7E. JAN. a1.2D12 APPROVED BY. ENGINEERING DEPARTMENT 3 tc D LATERAL 9 WM SEPARATION i OF 1 DATE JAN 01, 2012 APPROVED BY. J.E.G ENGINEERING DEPARTMENT T OF 1 DATE JAN.01. 2C12 APpRCVED BY J.E G. ENGINEERING DEPARTMENT
NOTE
2012.510 nsefatd G 2012S71 RESSLAT notes dwg 2D12.512 UTIL CONFLICT III 2012-513 SEWER SEDDING.dw9 2012-Sl B PENETRATION DETAIL dwg
NOTES:
SHAPE ROW CHANNEL TO SLOPE TOP OF CONCRETE
1 COMR4c,-UR SHALL PATCH PRVEMEaT'TO THE SAME PAVEMENT
SHAPE FLOW CHANNEL TO LopE TOPOr CONCRETE 304 HEIGHT OF OUTLET PIPE u SHELF (''12 M, 212 MAX)
314 HEIGHT 3F OUTLET PIPE SHELF (1 .12 M,rY212 MA%1 n L TOWAROTROUGA PROFILE AS E%:STED PRrOR TO RE'MOV NO PAYEMBNT'
TOWARD TROUGH 2. WHERE PA -CM W ASPHALT ruRaNG OCCURS CON'MAC'.CR SHALL
3 - 3 1. CONTRACTOR SHALL SAW CUT OR MILL ALL PAVEMENTS STRAIGHT MATCH ,, GTHE CURB GR GRADE
LINE
W-THIN NO FEET. PATCHES THAT
9 ANC TRUE PRIOR TO TRENCHING. CONTRACTOR SHALL SAW CUT PATCH SHALL
ABOVE THE CURB GRADE LINE CURB BE ACCEPTABLE AND
SF9,LL BE RLMovBb AND REPLACED CURB PATCH SHALL BE THE
4LATERAL AREAS AGAIN IMMEDIATELY PRIOR TO PATCHPAVtNG . THE FINAL. SAW SAME SHAPETEMPLATE AS7HE EXISTING CURB.
(LDOATIQN VAR'ESI CUT FOR PATCHES SHALL SE STRAIGHT WITH A NEAP SQUARE EDGE AND T MIN S9 6 AUPHAL-
CF UNIFORM WIDTH PARALLEL WITH THE EDGE OF PAVEMENTICURB LINE. CONCRETE SURFACE EXISTING 3. CONTRACTOR SHALL BE REQUIRED TO PROVIDE'RAFFiC CONTROL
SEAL ARGlN1G PIPE RNG AND COVER AND STEPS a• TROUGH THE FINAL PRODUCT SHALLBE SUBJECT TO THE OWNE-R.9 APPROVAL-, COURSE. LSEE N=sl ASPHALT AND OEv CES AS REOLIIRM BY THE M.U,TC D. OR N G. SUPPLEMENT.
ALIGN OVER INVERT CUT EXIST"1Nf3 REMA'�N WORK cANwr PROCEED UN71L 714E MEASURES ARE IN PLACE
3. CONTRACTOR SHALLSWEEP STREETS ANj PROVIDE DUST CONTTEOL ATO SPHALT - CONTRACTOR SHALL BE RESPONSIBLE TO PROTECT NEW
RING ANC COVER AND STEPS a GULF AT T:MEa VIA WRIER TRUCK. BRWMS. COMPACTORS. ETC, DEBRIS REMarN. ' ,' �' PAVEMENT FROM TRAFFIC AND OTHER SOURCES OF DAMAGE UNTIL
ALIGN OVER INVERT OLrt FROM SWEEPING GPERAT ONS SHALL NOT BE DIRECTED TOWARD ASPHALT HAS SURF:LiENTLY COOLED 70 PREVENT DAMAGE.
YARDS, CLEAN UP OF DEBRIS. TRASH, EXCEss MA'rep ALS ETC, SHALL . , ;
BEPERFORµEDDAILY, y. a CDNTRAC'ORSFNLL SAWCU'EXIS7ING PAVEMENT STRA GH7AMD
'�XI�7, j .A '`0 25 Gel,•sy,7 ?RLIE :MMED!ArELY PRIQR 70 PAVING, THE F.NAt /,ADDUCT SHALL
SLICE DETAIL FOR LATERALS BE SUBJECT 'IT) OWNERS APPROVAL.
ENTERING MANnOLE 3, ANY TRENCHES OPENED FOR PAVING SHALT. BE PAVEC BY THE END OF E -�, _ALL PAVEMENT ES
ALSO SEE DETAIL S 4 THE SAME DAY. IF WEATHER CONDITIONS CHANGE. BOU.pMENT BREAKS I., " -
pOWN, OR ANY OTHER OCCURRENCE THAT STOPS HE PAVING 5 PATCH PEv K, ON N.CA.O.T. MAINTAINED ROADS SHALL BE IN
OPERAT'�.ONS OCCURS. BACKFILL ALL PREPARED AREAS SO THEY AREA SOIL 3".UI�ED ACCORDANCE wTH THE APPROVED NCD b,7 ENCROACHMENT
PASSABLE BY TRAFFIC, e'MIN. ,jf
16. THE LATERAL INVERT SIHALLISE AT �IIIL F. PROVIDE AMIN MliM40F YPAVENENT (595}, IF THE EXISTING
THE TOP OF SHELF AT TERMINAL 4. THE CONTRACTL4t SHALL PATCH PAVE SERVICE LATERALS ON THE PAVEMtAr'S TOR LESS. MATCH EXISTING PAVFMENrT TH,cKNESS
AMNI-!OLES,TFiE CROWN OF THE SAME DAY THAT MAINLINE TRENCHES ARE PAVED, LATERALS SHALLBE IF OVER 2'.
NOTES LATERAL &PALL BE NO LGWPR FATCHFD ON BOTH SIDES OF THE STREET A5 PAVING PROGRESSES. SL
�•1 LAS79' OF FILL BELOW 7. FOR PATCHES UP TO;" THICK, PLACE 59 5 IN 2 LIFTS.
1. MANHOLE AND CONNECTIONS 5. MANHOLE MEETS P11 KEa. OF 1t. INTERIOR DROP STRUCTURE REQUIRED TRAN THE CROWN Or THE SUBCTRADE OF STONE SHALL
WHERE VERTICAL SEPARATION BETYJEFJJ OUTGO NG SEWER MAIN UNLESS 5. THE CONTRACTOR SHALL BE RE(BLIIREC TO �NVLEr4EN7 PROPER BE COMPACTED TO 989E MAX. g FUR PA-CFES OVER4'7H.
SHALL BEN ACCORDANCE WITH ASTM C`7B, INVERTS EXCEEDS 2 50' SEE NrERIOR OTHERWISE APPROVED BY PWC CK: PLACE BINDER (TH IF TO 2" BELOW
PWC 37ANDMO MANHOLE. B, CONCRETE IS MINIMUM 4MO PSI DROP STRUCTURE DETAIL TRAFFIC CONTROL PROVISIONS F AND ANY DEVICES REQUIRED W DRY qEN-SiTY IN MAX. B' LOOSE SURFACE MS -ALL BINDER 1N 2"(fMX) LIFTS. 'tHIE FINWL 2" SHALL
2. BRICK BED FOR OVERT AND COMPRESSIVE STRENGTH 17 NO MCRE THAN A, FOUR INCH IDENTIFY OBSIRUCT'. ENS ORHAZAR05 WITHIN THE RIGHT-OF•WRY TO LIFTS BE SVRFA[EIS®SY.
V. VERIFY SLIOE!NSTALLATION INCLUDE REFLECTIVE COWSAT EACH SERVICE LATERAL. RFS'LbCCT'VE
SHELF G7 STANDARD
SHALLCNGR LATERALS OR 3, SIX INCH LATERALS A(ROREGATE BASE COURSE COMPACTED TO
T. MAN,HOLES T3REATE0. THAN 12' IN DEPTH WITH PROJECT COOROIIvATOR BARRELS ON RAISED MANHOLES, ETC. 9 ALL tPA
kEx' : SHALL HAVE A MIS REQUIRED
IR 6'ABO CINDER ALL
JUMBO
BO BR STANDARD CONCRETE SHALLFAL MA A d'LE NO M3 1009E MAX DRY DENS'ITYAS DETERMINED
SHALL HAVE DMA EXTENDED BASE, PRIOR TO CONSTRl1CT;ON. BY AA$N{rp TLg9 A5 MOOIF,EO SY NCDOT OR LUMBC BRICK, MEETING ASTM TERMINAL MANHOLE. NO HARE. THAN SEE APPLICABLE TRENCH PA M1E �NDEUD!N!G CURB AS REOU+RED.
CS5 GRADE a-1I EXCEPT e. SEE STANDARD MANHOLE OETAL FAR 13. MAr.1-'OLE AND CONNECTIONS SHALL BE 2 LATERALS (REGARDLESS OF S!ZE) 6. Al NO TIME SHALL THE CONTRACTOR LEAVE HES WITH A D RrcAL WITH PERMISSION OF OWNDER, 4" I-19 � Or RE FOR COMPACTION
AMCRPTIDR LESSTHANIO AORTIONAL REQUIREMENTS. :N A1xIXH0AriCE W:iH PWC STANDARD SHALL ENTER ALL OTHER,VICAMETER IMPROPERLY SECURE MAIN IXE LATERAL TRENCHES WITHAVERYIrJ4L. ASPHALT CONCRETE INTERMEDIATE OC REMAINING TRENCH
LBS'LUFT. 9. MORTAR SLIDE SHALL BE USED FOR MANHOLE DETAIL. MANIFOLDS ALL LATERALS SHALL ELEVATION DROP EXCEEDING V FROM EXISTING ASPHALT TO TRENCH COURSE
3. MATERI LESS THAN 1 FOOT LL BE U TON HAVE AN AIDIIADUAL TROUGH UNLESS SLAT GRADE UdATTENI OR OVERNIGHT,
AL USED TO SEAL AROUND THEY HAVE A SLIDE OR DROP
BETWEEN INVERT OUT( INVERT OF 14. TIE MINiVLVROPE ADFASST!=E INVERT
PIPE SHALL BE LR SHNINK L)CITC SHALLBE USED
Y DIAMETER MANHOLES
4. MANHOLE 51YALL 9E E,ONSIF711CTEc MCOM'.NG PIPE. DF THE MANHOLE SHALL BE I%, UNLESS SHALL LtiE USED IF THE ABOVE t1 f
OF PRECAST CONGRE TE. FIBERGLASS 10, PFE SLIDE REDID WHERE VERTICAL OV"ERWSF APPROVED BY III CONp;TION:S ARE NOT MET. 1155��11111�1�1��'// Ui11`,SIIIiHlllllf1111/j/
MANHOLE IS NOT AccEPrABL1=. SEPARATION BETWEEN PIPE INVERTS 15 WHEN EXTEFlO''.SG K rETURE. 18. NO MORE THAN 5 LATERALS SHALL \\�\``, /NA �����/' \\\\h ////////
IS GREATER TWIN 1 ' AND LESS THAN \� C � � A //�?
DR EQUAL T025' CONNECT TO E%ISTING MH PER EMERA S'DIaMETER MANnOLE. ��� t`N R I, 0 -1 �' lO /�/��
PWCSTANDAROS \ ••. O // \� • •- 1a sA bF TEE LAVES ON LATERAL s Is �\( �¢, * �'. S • Z. % �� 5 S • • `�,(
NOTAL.OWED, ��Vn[��'IQ.• 29 `O••„('� I(l�.••�I/
NO DATE REVISION NO DATE REVISILX,I NO, DATE REVISION `l%,.sJ Iy1•' 4; • .,.`r^ �l_3s7. �/1. •TJ illy
TERMINAL MANHOLE PUBLIC WORKS COMMISSION PAVEMENT REPAIR NOTES PUBLIC WORKS COMMISSION PERMANENT PAVEMENT PATCH PUBLIC WORKS COMMISSION , � _ : Q SEAL`:
I� TT .
N.T.S. FAYETTEVILLE, N.C. FAYETTEVILLE, N.C. I TIME REVISED,CELETE•ONOTILS FAYETTEVILLE, N.C. 1 sv2Do7 ANGER A.sPwu7Mlx t SEAL. . � - • L]1.� ILA
DwG. No S,20 DWG. BY. PWC � DWG. No. {M,1 DWG.BV: PAC � DwG ND. M-2 U. BY. PWC WATER RESOURCES 2 08=1D REVISED DELC7FDNCTES �v. L.-4905 � �_ 7-- • YCJ �6 •
SHEET NO WATER RESOURCES sHIEEYNO- WATER RESOURCES SHEETNO � 7- . •
10F1 pATIE'. JAN 01,2012 APPROVED BYJ.E0 ENGINEERING DEPARTMENT 1OF1 DATE: LAN -01,2D72 APPRMEDSY: J.E.U. ENGINEERiNGDEPARTMENT 1orT DATE JAN01.2012 APPROVED BY. J.Eo ENGINEERING DEPARTMENT 3 D1r2012 DEDNOTEs69 /� '.1.9 p�.' �= •
2312-520TERMINAL NUWHOLE a"9 2012-MI PAVEMEIVT_REPAiRNOTES .Bwp 2912-MH2 PER_PATG!H REV dwg �/�/ ,O 3URv�• ��� i� O�••'•C711rL ••�Q
'/�� ll�Ill l i ,1\\\�� �`'ii�i,rlrllB a, �u���\\N
�., ,. aT-Water and Sewe Only
ev s ons
2012-03,20: Utility depths & locatlons; Gradirlp; Erosion control plan
2012-03,26: Erosion Control notes; SSMI IQCation; Proposed contours
SOUTHVIEW
Section 9
M or c w* # W-66 VAR.
x N 21 .E 5'-0' S. M� VAR DETAIL SHOWING TYPES OF GRATES
4 BARS V EOUALEY b g gp 1K
SPACE©4 4'-O• TO 8E USED ACCORDING TO WATER B
A x 8 8" 8' SAD 8" EQUALLY SPACED 0 2' FLOW IN CONJUNCTION WITH STANDARD 840.03
Y Y STEP CIE 640.66 3" S 1 1/2" � o RAG. MIN. N VARIES
E TYPE "G" \ G OU
E " 8 0 r " 2, TYPE "E" TYPE "F" 2'-11 3/4" 2 3/4" NOTES: a N
DO Y C G P$i � 5 -D 1 RAI _ B ALL BASINS OVER 3'-6" . •. • "' ear Hope M I s
T= s R R $s CURB N O GIJTTER o - _____ DEPTH�{
$. IAA D I % - L` " WITH CATCH BASIN ON STEEP GRADES wrisn:I" o WATER FLOW--� SAG WATER FLOW .4 A fffl�A { n WfiH STEPS 1'-2' O.C. 8r A A
141. 1 -4 1Cumberland County
� B" LJJ t- ..1-�€„ • ll N I]ATH �_ � EXPOSED CONCRETE CORNERS x B INLET
u u tl SHALL BE CHAMFERED 1' PtPE North Carolina
w. - �<r. 1hUSE (MM ,�
WFERE secnDN PPE USED. ,,, , t, n T, I R BI k MORTAR d04N75 SHALL B€;i, fl
so 00 �' E SILO' (WED 3'_0• IUI Ilil llll [Ili N 1 /2" /8" J k-1 3/4" 1/2" - t/8"
E WHERE 42 T0� 5 USED. 4 8 nN j�] �j j�j p� WATER FLOW SAG WATER FLOWS *- l � e
sE 1wIM �' 1Y' NORMAL CURB AND GOON LIGHT GRADES I I jj it it ,,y �r I I 2 1 /4- SECTION - 8 t3 ALL EXPOSED JOINTS SHALL B •
A E 4 BARS "U ; NORMAL GVfiER LINE o it Hal 4J Il ll � SECLON - A A BE CONCAVE TOOLED 6� a 7.. OEWEY BROS. PLAN Drainage Details &
8• 8' 4-9!9 519 - - RR 2% N O OVER � "F" TYPE "E" TYPE (TYPE - E) SECAON B-B - - 3 �
J J A �UALLY SPACE ON GRADES 2'-11 3 4" AND/OR PRECAST SEGMENTAL CONCRETE EQUAL
F
,� 4 BARS "U' MEDIAN MEDIAN
JUMBO BRICK, PRECAST
SEGMENTAL
CONCRETE, NTS Sewer Details
t w 21
OUST im M M 3' 3' I Ao " RAD. as.MW 2 - 2'- 11 3 4" 1 r__-L BLOCKS MAY BE USED TO CONSTRUCT
BASIN, BASIN 8'--0" 1N HEIGHT OR MORE
-41 a LAYOUT 1 4 I�aH --Irr Leo new Aa- N SHALL HAVE A 12' WALL BEGINNING 6'-0"
u 'i:iL' :j�,t-I--, = 1 ta•NiaN
it ;i RHATIM lAi�dL USE ON GRADE \ \ FROM TOP OF WALL AND 8" WALL FOR THE 8•
NORMAL CURB AND GUTTER ON SIUP GRADES USE ON SAG VERTICAL M 1 1 /2" � O '` io
-=-W 1 F 1 Fn 1 1 2" REAVtIN1NG 6'-0" TO TOP OF WALL o A $
(FNFRAI NOTES• ELBN T` MN - S � CATOH(NOTITOI BE US D ON FEDERAL IN MEDMAID PROJECT) CURB IS USED I Q q - is «-
FRAM GRATE dt HOOD MORTAR JOINTS 1/2" 1/8" THICK. - I 1 3/41 � 1 Owner
STD. 1 8O,038 .PIAEI . t a M /8"R Q / 4 \ MIN DIMENSIONS FOR DROP INLET
CLASS 'B' CONCRETE TO BE USED THROUGHOUT. OIYENSIONS AND OUANTITIES FOR BRICK CAFCN gASgi \ 1 3/ a "= DIM'5 OF BOX k PIPE REINFORCING Ct7VER- 1 L J I Fay Partners LLC
N THE POURING OF FLOOR SLAB TO BE ACCOMPLISHED BY FORMING. DMiENs10NS OF X AND PIPE GaIER IJG • CUBIC YARDS OF CIIIfH15 r 9 1 T . , ' ' , 5011 Cumberland Road
ALL CATCH BASINS OVER T-6" IN DEPTH SHALL BE PROVIDED 01u1 - I ONE PIPE 8. _ 1 1/2' PIPE SPAN WIDTH [HEIGHT BARS-X BARS-Y TOTAL INMENSION
WiTH STEPS 1' -2" ON CENTERS.STEPS SHALL BE IN ACCORDANCE D A C _ MN H H _ _ , TOP TOTAL U. VDS ER C.Y. C 2'_11 3 4" /8' " D A B H MIN LENGTH 0 LENGTH LBS, f G SE��A-A Fayetteville, NC 2830E
B 31 WTTH STD 840.66. - - - - - - - - - - - 0. 1 2_31 0.321 0.030H 0.047 1 1 /2" 1 1 /2" F /8 12' 3'-8" 2'-3' 2'-4' 2 3'-4' 7 4'-7" 26 '-10 S-7'
$'� 8• " y- ,` � 11h7/B 2' -11 3 4" 7 iL- III 1 /2" r "
USE TYPE 'E", F', & G" GRATE UNLESS OTHERWISE INDICATED. - - - _ - - - - - - ABOVE 2" 15' 3'-6" 2'-3 2'-7' 2 3'-4" 7 4'-7" 26 -10 SILT
= JUMBO BRICK WILL BE PERMITTED. CONCRETE BRICK OR 4" SOLID 24 - - - - _ - _ _ - _ _ - Mk H1 'dr `� 18' 4'-0" 2'-8' 2'-11" 2 3'-9' 8 5'-1" 33 5'-4" 4'-0'
D - -2 A -1 4-4 4 1 _ 4 -1 4 -1 .14 4 fl 21 M SECTION - A A �� Project # \ Drawing Sheet
CONCRETE BLACKS MAY BE USED IN LIEU OF CLAY BRICKS. 24' 4'-0" 7'-8' 3'-5" 2 3'-9- 8 5'-1" I 33 5'-4" 4'-0'
FOR 8' -0" IN HFJGFTT OR LESS USE B" WALL OVER 8' -D' IN - - RI - - - - 0 1 0.2400 0. 2 (TYPE _ �} (TYPE _ G 30" 4'-'0' S-6' S-11" 2 4'-7' 9 5'-1" 37 5'-4" '-10 Details.dwg
'n HIEGHT USE 12' WALL TO 6' -0' FROM TOP OF WAIT, 8' WALL - - " 4-1 " ABL - -6" 4 - " 3 .i7 .41 1 ( � 36" 4'-0' 3'-6' RILE" 2 4'-T 9 5'-1" 37 5'-4" '-10 p
FOR THE REMAINING 6' -0". OFOiITIES TO BE ADJUSTED ACCORDINGLY. - " STANDARD FRAME, GRATES, AND HOOD .
SECTION - INVERTS SHALL BE SHAPED TO FORM A SMOOTH, REGULAR SURFACE, 42" 4'-0' 3'-6' 4'-11" 2 4'-7' 9 5'-1" 37 5'-4" '-10 Date A
SLOPED TO PRi�NT ACCUMULATION OF SEDIMENT, F 0 R USE 0 N STANDARD CATCH B A S � N �' 4`-6` 4'-°" 2 5'-4• i° SILT" 45 '-10 5 -4 Mar 26, 2012 I� }{
STANDARD BRICK CATCH BASIN (12" THRU 54" PIPE) STANDARD BRICK CATCH BASIN (12" THRU 54" PIPE) PER HIGHWAY DESIGN BRANCH ROADWAY sTANDARD DRAWING 840.43,3 OF 3, ,-98 DROP INLET WITH GRATE 5�a� v
PER HIGHWAY DESIGN BRANCH ROADWAY STANDARD DRAWING 840.01, 1 OF 2, 1-98 PER HIGHWAY DESIGN BRANCH ROADWAY STANDARD DRAWING 840.02, 1-98 N.T.S. FOR USE IN NON -TRAFFIC AREAS
(NITS.) (N•T.S,)
N.T.S. Na Scale
1:i­ - _­_.­_­, ­­:".-- _17.._�_. _. -
' ' , I '1 I L' 11 i, r + R I 1LI I I'1 7��' I it r
1'R 1 I rmI� 1' 1 t 1 t 1 r1. , 1 L - I!' I I 5'. l T 'r ° I L , { J :.4
-I. A Al e} t 't 1 ' r A A I T r f. f L 1 r' t