20190724 ADDENDUM 5 Parkers River Plans 10~1.pdf
PDF 880 KB Posted
- Attached to
- Parkers River Bridge
- Solicitation number
- BD-19-1355-TYARM-YADPW-40968
- Issued by
- Barnstable County, Massachusetts
About this file
This document is an addendum to the plans for the Parkers River Bridge Complete Replacement and Widening project in Massachusetts. The project involves the relocation of various underground utilities, including water, gas, and telecommunications lines, during the construction of a new bridge over the Parkers River. Key details include the installation of new water, gas, and telecommunications infrastructure, the removal and abandonment of existing utilities, and the coordination required with utility companies such as National Grid and Verizon. The document provides a detailed drainage and utility plan, including information on the size, location, and invert elevations of proposed catch basins, manholes, and other drainage structures.
The contract opportunity involves state and local funding, but the specific funding sources and amounts are not provided in the document. There are also no details on any set-aside requirements, incumbent contractors, or the term of the contract. The document focuses on the technical details of the utility relocation and drainage work required for the bridge replacement project.
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Text version
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PT +84.81
PCC +89.10
(REM)
(REM)
PROP OUTLET
INV OUT = -0.73
SEE NOTE 14
28' - 12" RCP
13' 12- D.I.
(REM)
(REM)
REM SWALE
PROP OUTLET
INV OUT = 1.00
SEE NOTE 14
(RET)
(RET)
INSTALL 267' ± OF
10" WATER PIPE
(CONNECT TO EXIST.)
(REM)
(REM)
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(RET)
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(RET)
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B
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(REM)
(ADJ)
(ADJ)
PROP 6"
GAS (BO)
A
B
A
N
PROP 6"
GAS (BO)
43' - 18" RCP
(ADJ)
(ADJ)
(REM)
6'-12" RCP
CLASS V
26' - 12" RCP
PROP VERIZON
DUCT BANK
4-4" PVC CONDUITS
(SEE PHASE 1 NOTE 3, SHEET 11)
(REM)
PROP VERIZON DUCT BANK
CONNECT TO EXISTING (BO)
(SEE NOTE 1, SHEET 11)
PROP GATE
& VALVE
SEE NOTE 5
(REM)
(RET)
6' - 12" RCP
PROP GATE
& VALVE
20' - 18" D.I.
33 - 12" D.I.
13' - 12" D.I.
PROP VERIZON DUCT BANK
CONNECT TO EXIST. (BO)
(SEE PHASE 1 & 2 NOTE 1, SHEET 11)
FOR COMMUNICATION
PERM
OHW
PERM OHW
PERM. OHW
PERM LOCATION
UP # 37-122W (BO)
PERM LOCATION UP #
37-123W (BO) WITH A 10' OUT
RIGGER SIDEWALK GUY
6" GAS (PH II)
CUT & PLUG
PERM VERIZON DUCT BANK
(4-4" CONC. ENCASED DUCT BAN (BO)
(SEE NOTE 4, SHEET 11)
CONNECT TO
EXIST (BO) (PH II)
EXTEND SERVICE
CONNECTION
(BO) ( PH I)
PERMANENT VERIZON
DUCT BANK
CONNECT TO EXIST (BO) (PH I)
6" GAS MAIN
(BO) (PH I)
PROP GATE
& VALVE
(ADJ)
(REM)
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PROP COMPOST
FILTER TUBES (TYP)
CONNECT PROP OHW
TO UP # 37-122W (BO)
SEE NOTE 6
PROP 6'-6" DICL
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LIMIT OF FULL DEPTH
STA. 137+60
LIMIT OF COLD PLANE
AND OVERLAY
STA. 137+60
LIM
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NOTE 6
PROP 2" PE
PLASTIC WATER
PROP 1" PE PLASTIC WATER
SEE
NOTE 16
REMOVE RIP RAP
FOR DRAIN LINE
TEMP CI
PLUG
TEMP CI
PLUG
REMOVE RIP RAP FOR
DRAIN LINE (RELAY IN
KIND)
PROP GATE
AND VALVE
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TIE TO
EXIST UP
PROP 1" PE PLASTIC WATER
FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
YARMOUTH
MAIN STREET (ROUTE 28)
STATE
MA
PROJECT FILE NO.
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SCALE: 1" = 20'
0 50 100
DRAINAGE & UTILITY PLAN
TYPE STATION
STRUCTURE
NUMBER
SIZE
5.151 137+94.47
STD
CBCI
137+65.91
138+00.00
10.94' RT
137+94.47
138+32.40
10.30' RT
138+54.70
51.45' RT
5.21
5.34
5.15
5.43
4.91
-0.07: IN (W)
-0.53: IN (W)
139+28.95
5.72
STDCBCI
STDCB
4' DIA
STD
DMH
CBCI
0.67: OUT (S)
0.04: OUT (E)
1.53: OUT (N)
1.50: IN AT
(EXIST MH)
0.55: OUT (N)
-0.10: OUT (S)
-0.56: OUT (E)
DMH
DMH
6.24
1.44: OUT (N)
139+54.35
0.00' RT
1.30: IN (S)
139+29.43
DMH
5.72
DMH 1.27: OUT (W) 4' DIA
1.07: OUT (W)
STD
DRAINAGE STRUCTURE TABLE
CBCI
139+37.59
33.48' LT
1.17: OUT (N)
RIM
ELEV
INVERT
OUT
6.13 6' DIA
INVERT
IN
5' DIA
DOGHOUSE
MH
4' DIA
OVER EXIST
PIPE
1.10: IN (S)
1.10: IN (E)
0.52: IN (N)
0.06: IN (W)
0.52: IN (S)
NOTES:
1. ALL EXISTING UNDERGROUND UTILITIES CROSSING PARKERS RIVER ARE TO BE
RELOCATED DURING CONSTRUCTION.
2. PAVEMENT MARKINGS ARE NOT SHOWN FOR CLARITY.
3. PROPOSED 6" GAS LINE WILL BE TEMPORARY CAPPED DURING THE
CONSTRUCTION OF THE BRIDGE BY NATIONAL GRID AND NATIONAL GRID WILL PLACE
NEW 6" GAS LINE IN THE FINAL LOCATION. CONTRACTOR SHALL COORDINATE WITH
NATIONAL GRID FOR THE PLACEMENT OF THE PROPOSED GAS MAIN AT VARIOUS
PHASES.
4. 10" WATERMAIN WILL BE TEMPORARILY CAPPED DURING CONSTRUCTION. SERVICE
SHALL BE MAINTAINED IN HYDRANT AND SERVICE CONNECTIONS AT ALL TIMES. REFER
TO WATERMAIN DETAILS ON SHEET NO. 13 FOR ADDITIONAL INFORMATION.
5. THE EXISTING 10" WATERMAIN UNDER THE RIVER WAS DETERMINED TO BE ABANDONED
BY THE TOWN OF YARMOUTH.
6. CUT AND PLUG EXISTING 10" WATERMAIN AND REMOVE WATERMAIN UNDER ROADWAY
AND RIVER TO LIMITS SHOWN STA. 138+40 LT - 139+20 RT.
7. ALL ELECTRIC STRUCTURES AFFECTED BY PROPOSED REGRADING ARE TO BE
ADJUSTED TO THE NEW GRADES BY OTHERS UNLESS OTHERWISE SPECIFIED.
8. CONTRACTOR TO COORDINATE RELOCATION OF UTILITY POLES WITH EVERSOURCE.
SEE TEMP CONDITIONS PLAN FOR TEMP UTILITY POLE LOCATIONS.
9. CATCH BASINS SHALL CONFORM TO MASSDOT HIGHWAY STANDARD DETAILS 201.4.0
(PRECAST CONC.), 201.9.0 & 201.9.1 (HOOK LOCK CASCADE GRATE), AND WITH A 4 FOOT
SUMP. SEE SHEET 12 AND 14 FOR MORE DETAILS.
10. SEE BRIDGE PLANS FOR ADDITIONAL DETAILS REGARDING UTILITY LOCATIONS,
SLEEVES, SUPPORTS, AND CONNECTIONS.
11. WATERMAIN SHALL BE INSULATED WITH 2" CLOSED CELLFOAM AND STAINLESS STEEL
JACKET THROUGHOUT BRIDGE CROSSING AND WHEREVER WATERMAIN IS ABOVE
FROST LINE.
12. FOR WATERMAIN DETAILS, SEE SHEET 13.
13. CONTRACTOR SHALL VERIFY EXIST. WATERMAIN PIPE MATERIAL AT TIE IN LOCATIONS
PRIOR TO ORDERING MATERIALS FOR CONSTRUCTION OF WATERMAIN AND RELATED
ITEMS.
14. THE PROPOSED VERIZON DUCT BANK WILL BE TEMPORARILY SUPPORTED FROM THE
PROPOSED PEDESTRIAN BRIDGE AND SHIFTED OVER TO THE PERMANENT LOCATION
(UNDER THE BRIDGE DECK) FOLLOWING THE CONSTRUCTION OF THE INTEGRAL
ABUTMENT CONSTRUCTION AND PRIOR TO THE PLACEMENT OF THE BRIDGE BACK WALL.
CONTRACTOR TO COORDINATE WITH VERIZON.
15. REMOVE EXISTING 10" WATER MAIN UNDER SIDEWALK AND ACROSS BRIDGE TO LIMITS
SHOWN STA. 137+70 LT TO 140+35 LT
16. EXISTING SERVICE CONNECTIONS (2 EACH) TO BE ABANDONED IN PLACE.
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