HomeMy WebLinkAboutNOI_13497c-201-Pump Station No1 Site Plan44454544
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12"
SDR35
PVC
SS4235
36
37 38
39
40
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42 41
40
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36
A
A
S20'±22'±20'±
26
'
±23'±
PROPOSED PAVED
DRIVEWAY (TYP)
PROPOSED LIMIT OF CLEARING (TYP)
50' WETLAND SETBACK (TYP)
EDGE OF EXISTING WETLANDS, DELINEATED
BY EPSILON ASSOCIATES ON 11-28-2022
VACUUM TRUCK OUTLINE
EDGE OF POND
ELEVATION 35.5'
SILT FENCE AND STRAW
WATTLES (TYP)
PROPOSED GRASS SWALE WITH
LONGITUDINAL SLOPE 0.50%
SIDE SLOPES 3:1
PROPOSED RIP-RAP
EMERGENCY SPILLWAY
ELEV.=44.5
PROPOSED
INFILTRATION BASIN
PROPOSED PUMP STATION
SCREENING AND VEGETATION
DISTURBED AREA
WITHIN 50'
WETLAND BUFFER
ZONE= 1,530 SF±
PROPOSED YARD HYDRANT
PROPOSED 16"x3/4" SADDLE, 3/4" CORP., 3/4" WSO VALVE
AND 3/4" HDPE WATER SERVICE; SCHEDULE WATER TAP
AND WATER SERVICE INSTALLATION WITH COMM WATER
PROPOSED 3/4" HDPE WATER SERVICE
PROPOSED PUMP STATION #1
PROPOSED PRECAST CONC
ELECTRICAL CABINETS PAD (TYP)
PROPOSED ELECTRICAL CABINETS (TYP)
PROPOSED BACKUP
GENERATOR (TYP)
PROPOSED STANCION MOUNTED
MANUAL TRANSFER SWITCH, BREAKER
AND GENERATOR RECEPTACLE (TYP)
PROPOSED 4" VENT (TYP)44.420+001+001+10PROPOSED EARTH
BERM ELEV. 46.5
30
35
40
45
50
55
30
35
40
45
50
55
0+00 1+00 1+10WETLANDSEXISTING GROUND
PROPOSED GROUND
GRASS SWALE INFILTRATION BASIN
N
PLAN
SCALE: 1" = 10'0 10 20
SCALE IN FEET
CLIENT:
PROJECT NO.
REVISION DESCRIPTIONREV.DATE APPRVDCHKD
PROJECT
TITLE:
CONTRACTOR:
DRAWN
Stantec Consulting Services Inc.
CENTERVILLE VILLAGE SEWER
EXPANSION PROJECT - NORTH PHASE
SHEET DWG. NO.REV:
OF
195113497
2
SCALE FORMAT/SIZE
Copyright Reserved
The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing
- any errors or omissions shall be reported to Stantec without delay.
The Copyrights to all designs and drawings are the property of Stantec. Reproduction or
use for any purpose other than that authorized by Stantec is forbidden.
TOWN OF BARNSTABLE, MA
DEPARTMENT OF PUBLIC WORKS
CWSRF PROJECT NO.
0 2023-12-22 ISSUED FOR MADEP WP-68 PERMIT BTB BMR JDT
GENERAL SHEET NOTES
SHOOTFLY
I
N
G
H
I
L
L
R
O
A
D
1.THE PUMP STATION #1 SITE IS OUTSIDE THE 500 YEAR FLOOD ZONE.
2.REFER TO PLAN SHEET D-501 FOR PUMP STATION SCHEDULE AND DETAILS.
3.REFER TO ELECTRICAL AND I&C PLAN SHEETS FOR ELECTRICAL AND I&C SCHEDULE.
4.REFER TO PLAN SHEET C-151 FOR THE PROFILE OF THE GRAVITY SEWER PIPE TO THE
FORCE MAIN.
5.REFER TO PLAN SHEET C-123 FOR THE PLAN AND PROFILE FOR THE GRAVITY SEWER
AND FORCE MAIN IN VICINITY TO THE PUMP STATION ON SHOOTFLYING HILL ROAD.
PUMP STATION #1
SITE PLAN
1 2024-01-26 FINAL DESIGN TOWN IFR BTB KAK MEB
2 2024-02-02 NOTICE OF INTENT SEA JJH FAM
CROSS SECTION A-A
SCALE: 1" = 10'
3 2024-03-14 NOTICE OF INTENT VT DPG FAM