HomeMy WebLinkAboutC3 Road_Utility Plan_Profile68
64
7�
RO
EDGE OF PAVI
EL
56
52
48
44
40
PVI STA = 0+43.76
PVI ELEV = 53.77
A.D. = 5.0
K = 9.67
48.34' VC
Ln
m �o
_ �o _ 00
PVI STA = 2+10.57
PVI ELEV = 58.77
A.D. = 6.0
K = 19.16
114.94' VC
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PVI STA = 3+95.47
PVI ELEV = 53.22
A.D. = 8.0
K = 13.77
110.18' VC
O 100
nm 1m
-0+50
64
56
52
48
44
40
36
32
0+00 0+50 1+00
PVI STA = 0+33.09
PVI ELEV = 53.64
A.D. = 4.0
K = 7.96
31.84' VC
an
rn
00
1+50 2+00 2+50 3+00 3+50
PVI STA = 2+61.37 PVI STA = 3+42.29
PVI ELEV = 39.95 PVI ELEV = 38.33
A.D. = 4.0 A.D. = 4.0
K=7.96 K=9.81
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PVI ELEV = 53.64
A.D. = 4.0
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K=7.96 K=9.81
31.84' VC 39.22' VC
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WATER MAIN NOTES:
1.) ALL WATER WORK SHALL BE IN ACCORDANCE WITH THE YARMOUTH
WATER DEPARTMENT WATER MATERIALS AND INSTALLATION
STANDARDS.
2.) THE WATER MAIN CONNECTIONS AT THE ROUTE 6A- MIRACLE WAY
AND FAITH ROAD- MIRACLE WAY INTERSECTIONS SHALL INCLUDE A
CUT -IN TEE WITH TRIPLE GATE CLUSTER, AS SHOWN ON THE PLAN. SEE
DETAIL.
3.) THE WATER MAIN CONNECTION AT THE 12" YARMOUTH WATER
DEPARTMENT EASEMENT SHALL INCLUDE A CUT -IN TAPPING SLEEVE AND
VALVE, AS SHOWN ON THE PLAN.
4.) EACH OF THE FOUR (4) FIRE HYDRANTS SHALL INCLUDE A GATE VALVE
IN THE CONNECTION TO THE WATER MAIN.
5.) CONTRACTOR SHALL COORDINATE DIRECTLY WITH THE TOWN OF
YARMOUTH WATER DEPARTMENT REGARDING FINAL WATER MAIN
DESIGN, AND METHODS AND MATERIALS FOR THE MODIFICATION OF
MUNICIPAL WATER SERVICE, INCLUDING INSPECTION, TESTING AND
DISINFECTING REQUIREMENTS.
56
52
48
1+00
1+50
(2) WOODEN GUARDRAIL SE,
2' OFFSET FROM ROAD L
(SEE DETAIL AND ROAD CROSS -S
ON C5- DETAILS & I
PROPOSED HYDRANT
WITH GATE VALVE
I
64
5+00
5+50
68
64
56 ROAD PROFILES
HORIZONTAL SCALE: 1"=40'
VERTICAL SCALE: 1"=4'
52
48
44
40
EXISTING CENTERLINE
PROPOSED CENTERLINE
PpnpncFn sz" WATER MAIN CONNECTION
WATER MAIN
TH TRIPLE GATE CLUSTER
ETAIL & WATER MAIN NOTES
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WATER MAIN NOTES:
1.) ALL WATER WORK SHALL BE IN ACCORDANCE WITH THE YARMOUTH
WATER DEPARTMENT WATER MATERIALS AND INSTALLATION
STANDARDS.
2.) THE WATER MAIN CONNECTIONS AT THE ROUTE 6A- MIRACLE WAY
AND FAITH ROAD- MIRACLE WAY INTERSECTIONS SHALL INCLUDE A
CUT -IN TEE WITH TRIPLE GATE CLUSTER, AS SHOWN ON THE PLAN. SEE
DETAIL.
3.) THE WATER MAIN CONNECTION AT THE 12" YARMOUTH WATER
DEPARTMENT EASEMENT SHALL INCLUDE A CUT -IN TAPPING SLEEVE AND
VALVE, AS SHOWN ON THE PLAN.
4.) EACH OF THE FOUR (4) FIRE HYDRANTS SHALL INCLUDE A GATE VALVE
IN THE CONNECTION TO THE WATER MAIN.
5.) CONTRACTOR SHALL COORDINATE DIRECTLY WITH THE TOWN OF
YARMOUTH WATER DEPARTMENT REGARDING FINAL WATER MAIN
DESIGN, AND METHODS AND MATERIALS FOR THE MODIFICATION OF
MUNICIPAL WATER SERVICE, INCLUDING INSPECTION, TESTING AND
DISINFECTING REQUIREMENTS.
56
52
48
1+00
1+50
(2) WOODEN GUARDRAIL SE,
2' OFFSET FROM ROAD L
(SEE DETAIL AND ROAD CROSS -S
ON C5- DETAILS & I
PROPOSED HYDRANT
WITH GATE VALVE
I
64
5+00
5+50
68
64
56 ROAD PROFILES
HORIZONTAL SCALE: 1"=40'
VERTICAL SCALE: 1"=4'
52
48
44
40
EXISTING CENTERLINE
PROPOSED CENTERLINE
PpnpncFn sz" WATER MAIN CONNECTION
WATER MAIN
TH TRIPLE GATE CLUSTER
ETAIL & WATER MAIN NOTES
10
56
52
48
-150' -100' -50' 0+00 +50' +100' +150'
TRIPLE GATE CLUSTER k_1 j
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W ES MENT
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PROPOSED 8" WATER MAIN CONNECTION
WITH EXISTING 12" WATER MAIN
USE CUT -IN TAPPING SLEEVE WITH VALVE
SEE WATER MAIN NOTES
G:\AAJobs\THE DAVENPORT COMPANY -ROUTE 6A -YARMOUTH PORT\DWG\Definitive Site Plans.dwg
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PROPOSED 8" WATER MAIN CONNECTION
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SEE WATER MAIN NOTES
G:\AAJobs\THE DAVENPORT COMPANY -ROUTE 6A -YARMOUTH PORT\DWG\Definitive Site Plans.dwg
-ONNECTION
vlAI N
GATE CLUSTER
'ATER MAIN NOTES