water valve restraint table - cary...6k super 20 k regular grease trap trench drain 6" pvc ss...
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Ex. MHTop: 318.19In (NW): 307.73In (NE): 307.70Out: 307.59
Ex. MHTop: 314.59Inv In: 305.59Inv Out : 305.42
Ex. MHTop: 311.34
Inv In: 304.37Inv Out: 304.26
Ex. MHTop: 321.13Inv Out: 308.65
Ex. MHTop: 317.94Out: 308.43
Ex. Reuse GV (TYP)
Ex. Water GV (TYP)
Ex. Fire Hydrant (TYP)
GAS
Ex. Water Air Release MH
Ex. 16" DIP Water Main
Ex. 8" DIP Water Main
Ex. 8" PVC Sewer Main
Ex. Fire Hydrant (TYP)
SK
YR
OS L
OO
P
SK
YR
OS L
OO
P
STO
NE
CR
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LAN
E
(70'
PU
BLIC
R/W
)
MIN
OR
CO
LLECT
OR
ST
RE
ET
Ex. Water 8" GV
O'KELLY CHAPEL ROAD - S.R. 1628(100' PUBLIC R/W)
4 LANE MEDIAN DIVIDED THOROUGHFARE
HORTONS CREEK ROAD
(60' PUBLIC R/W)
COLLECTOR AVENUE
ExistingRegional
BMP
PH
AS
E I
PH
AS
E I
I
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PHASE IPHASE II
TCETCE
TCE
TCE
PHASE IPHASE II
PHASE I
PHASE II
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CONTRACTOR TO TIEPROPOSED SANITARY
SERVICE TO EX. MANHOLE
6" SANITARYCLEANOUTMAX 75' O.C.(TYP)
TOWN OF CARYAPPROVED 1 1
2 "WATER METER
WITHIN 2' EASEMENT
TOWN OF CARY APPROVEDFEBCO LF860 RPDA
1 12 " WATER SERVICE(REFER TO MEP PLANS
UNDER SEPARATECOVER FOR
CONNECTION)
6" FIRE LINE(REFER TO MEPPLANS FORCONNECTION)
CONTRACTORTO INSTALL 6"PVC CLEANOUTFOR FUTUREDEVELOPMENT
1 12 " WATERCOMMERCIAL
GRADE BACKFLOWPREVENTER
6,000 GAL. OILWATER SEPARATOR
EXTEND 6"C900 PVC RECAIMEDWATERLINE
6" X 2" TEE
2" COPPER SERVICETO CAR WASH
10' x 58'COMP UST6K DIESEL6K SUPER
20 K REGULAR
GREASE TRAP
TRENCH DRAIN
6" PVC SS SERVICE@ 1.0% MINIMUMSLOPE AND 3'MINIMUMCOVER(TYP)
F.H.
4" DIP
REMOVE Ex. Blowoff ANDEXTEND 6" C900 PVC
RECLAIMED WATER LINE
Ex. Design 6" RCL Horton CreekElementary School TOC 15-SP-038
45° BEND(4)
6" DIP WL
ADD 8" TO 6" REDUCERAND EXTEND 6" DIP WL
EXISTING 8" WL STUB
6" GV #1
6" GV #2
1" RWL IRRIGATION METER
20' TOC UTILITY EASEMENT
20' TOC UTILITYEASEMENT
POST INDICATOR VALVEW/ TAMPER SWITCH
Draw
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1171-001
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BMTBMT CMM
NC LICENSE: C-2745
This drawing is the property ofEdens Land Corp. and is not to be
reproduced or copied in whole or inpart without the expressed writtenpermission of Edens Land Corp.
NAD 83NAVD 88
0
1 0
5/11
/17
TO
WN
OF
CA
RY
2 0
7/18
/17
TO
WN
OF
CA
RY
3 1
1/22
/17
TO
WN
OF
CA
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4 0
1/11
/18
TO
WN
OF
CA
RY
UT
ILIT
Y P
LA
N
SCALE
DATE
MARCH 9, 2017
DESIGN
PROJECT NUMBER
PLAN NUMBER
DRAFT CHECK
N
02/22/18
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25' 50'
YARD INLET, AREA DRAIN
CATCH BASIN
GAS VALVE
WATER VALVE
STORM DRAINAGE PIPE
SANITARY SEWER W/MANHOLE
FIRE PROTECTION WATER
DOMESTIC WATER
UTILITY POLE
GAS MAIN
WATER MAIN
ELECTRIC, TELEPHONE, CABLE
FIRE HYDRANT
WATER METER
S
SANITARY SEWER W/CLEANOUT
FLARED-END SECTION
BACKFLOW PREVENTER
FM FORCE MAIN
PROPOSED LEGEND
PIN: 0726812189, REID: 0427580
1. ALL UTILITY OR OTHERS PIPES, WIRING, CONDUITS, CABLES AND FIXTURES, INCLUDING BUT NOT LIMITED TOELECTRICAL, GAS, TELEPHONE AND TELECOMMUNICATIONS LINES, FIBER OPTIC CABLES AND THE LIKE,SHALL BE INSTALLED UNDERGROUND, EXCEPT FOR TRANSMISSION LINES WITH A VOLTAGE OF 115kV ORGREATER, OR IN SITUATIONS WHERE SUCH PLACEMENT IS PROHIBITED OR DETERMINED TO BE IMPRACTICAL.
2. THE OVERHEAD LINES ALONG O'KELLY CHAPEL ROAD FRONTAGE OF THIS SITE WILL REMAIN IN PLACE ASDUKE ENERGY DECLARED THE PLACEMENT OF THESE LINES UNDERGROUND AS PROHIBITED.
3. NO UTILITIES, VALVE COVERS, PLATES, MANHOLES, POLES, ETC SHALL BE LOCATED WITHIN ANY 10' TRAILSAND SHALL BE MINIMUM 2' OFF TRAIL EDGE.
4. OIL/WATER SEPARATOR SIZING AND DETAILS ARE TO BE INCLUDED WITH BUILDING CONSTRUCTIONPLUMBING PLANS.
5. GREASE TRAP SIZING AND DETAILS ARE TO BE INCLUDE WITH BUILDING CONSTRUCTION PLUMBING PLANS.
6. THIS DESIGN MEETS ALL CURRENT TOWN OF CARY STANDARD SPECIFICATIONS AND DETAILS EXCEPT WHERESPECIFICALLY LISTED BELOW.· NO EXCEPTIONS
7. IF THERE WILL BE A TRASH COMPACTOR ON SITE A CONNECTION TO SANITARY SEWER AND A COVEREDDUMPSTER SITE WILL BE REQUIRED.
GENERAL UTILITY NOTES
1
1
1
1
1
1
WATER VALVE RESTRAINT TABLE
GATEVALVE
Pipe
Material
SoilType
SafetyFactor
TrenchType
Depth ofBury
(ft)
TestPressur
e
(psi)
FittingType
NomialSize
Length to
be
Restrained
(ft)
GV 1 DIP ML 2 5 8 200 Dead End 6" 29
GV 2 DIP ML 2 5 8 200 Dead End 6" 29
GV 3 DIP ML 2 5 8 200 Dead End 6" 29
CALCULATED RESTRAINT LENGTH*ALL JOINTS WITHIN THE CALCULATED LENGTH MUST BE RESTRAINED*IF YOUR DISTANCE BETWEEN FITTINGS IS LESS THAN OR EQUAL TO THE CALCULATED RESTRAINT LENGTH, RESTRAIN ALL JOINTS BETWEEN THOSE FITTINGS.
1
2
2
2
2
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APPROVED by the Town of CaryDevelopment Review Committee
03/22/2018By: dlovelan
17-DP-0972
Ex. Water GV (TYP)
GAS
Ex. 16" DIP Water Main
Ex. Water 8" GV
O'KELLY CHAPEL ROAD - S.R. 1628(100' PUBLIC R/W)
4 LANE MEDIAN DIVIDED THOROUGHFARE
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PHASE IPHASE II
PHASE IPHASE II
PHASE I
PHASE II
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6" SANITARYCLEANOUTMAX 75' O.C.(TYP)
TOWN OF CARYAPPROVED 1 1
2 "WATER METER
WITHIN 2' EASEMENT
TOWN OF CARY APPROVEDFEBCO LF860 RPDA
1 12 " WATER SERVICE(REFER TO MEP PLANS
UNDER SEPARATECOVER FOR
CONNECTION)
6" FIRE LINE(REFER TO MEPPLANS FORCONNECTION)
1 12 " WATERCOMMERCIAL
GRADE BACKFLOWPREVENTER
EXTEND 6"C900 PVC RECAIMEDWATERLINE
6" X 2" TEE
2" COPPER SERVICETO CAR WASH
10' x 58'COMP UST6K DIESEL6K SUPER
20 K REGULAR
GREASE TRAP
F.H.
REMOVE Ex. Blowoff ANDEXTEND 6" C900 PVC
RECLAIMED WATER LINE
Ex. Design 6" RCL Horton CreekElementary School TOC 15-SP-038
9+75 10+00 11+00 12+00 13+0013+93.46
45° BEND(4)
6" DIP WL
ADD 8" TO 6" REDUCERAND EXTEND 6" DIP WL
EXISTING 8" WL STUB
6" GV #1
6" GV #2
1" RWL IRRIGATION METER
20' TOC UTILITY EASEMENT
20' TOC UTILITYEASEMENT
POST INDICATOR VALVEW/ TAMPER SWITCH
310
320
330
340
310
320
330
340
9+75
321.
9
321.
61
10+00
321.
5
321.
84
321.
1
321.
60
11+00
321.
4
322.
79
321.
3
323.
28
12+00
322.
9
323.
77
323.
1
324.
28
13+00
323.
7
324.
89
325.
8
325.
68
13+93
326.
8
326.
52
DESIGN GRADE ON O'KELLEYCHAPEL ROAD (BY OTHERS) AT CL
OF RWL
24" RCP
EXISTING GRADE ATCL OF RWL
6" C900 PVCRECLAIMEDWATERLINE
REMOVE EXISTINGPLUG AND BLOCK AND
EXTEND 6" RECLAIMEDWATERLINE
REMOVE EXISTING BLOWOFFAND EXTEND 6" RECLAIMEDWATERLINE
18" MIN.SEPARATION
4' MIN.COVER
Draw
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ebru
ary 22 - 12:08pm
CA
RY
, N
OR
TH
CA
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LIN
A
AM
BE
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C-S
TO
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- (
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-DP
-09
72
)
UT2
1"=50'
1171-001
35
5 S
TO
NE
CR
OFT
LA
NE
BMTBMT CMM
NC LICENSE: C-2745
This drawing is the property ofEdens Land Corp. and is not to be
reproduced or copied in whole or inpart without the expressed writtenpermission of Edens Land Corp.
NAD 83NAVD 88
0
2 0
7/13
/17
TO
WN
OF
CA
RY
3 0
1/11
/18
TO
WN
OF
CA
RY
RE
CLA
IME
D W
AT
ER
LIN
E P
LA
N &
PR
OFIL
E
SCALE
DATE
MARCH 9, 2017
DESIGN
PROJECT NUMBER
PLAN NUMBER
DRAFT CHECK
02/22/18
23
14
S.
Mia
mi
Blv
d.
Su
ite
15
1
Du
rha
m,
NC
27
70
3
Ed
en
sLa
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ww
w.e
de
nsla
nd
.co
m9
19
.31
6.1
85
5
PL
AN
RE
VIS
ION
S
00' 00'
PLAN VIEW - RECLAIMED WATER LINESCALE: 1"=40'
PROFILE VIEW - RECLAIMED WATER LINESCALE: 1"=40' H; 1"=4' V
N
1 0
5/11
/17
TO
WN
OF
CA
RY
1
1
2
2
2
2
YARD INLET, AREA DRAIN
CATCH BASIN
GAS VALVE
WATER VALVE
STORM DRAINAGE PIPE
SANITARY SEWER W/MANHOLE
FIRE PROTECTION WATER
DOMESTIC WATER
UTILITY POLE
GAS MAIN
WATER MAIN
ELECTRIC, TELEPHONE, CABLE
FIRE HYDRANT
WATER METER
S
SANITARY SEWER W/CLEANOUT
FLARED-END SECTION
BACKFLOW PREVENTER
FM FORCE MAIN
PROPOSED LEGEND
ANILTR
N
F
E
ONO RP
SEAL
E
G EENIR
OISS
LAN
034059
H OC RA
CHRIS
TP M.
EHL
OHER
M
APPROVED by the Town of CaryDevelopment Review Committee
03/22/2018By: dlovelan
17-DP-0972
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