weigles hill road retaining wall contract number 2014-6

Transcription

ELIZABETH TOWNSHIP
ALLEGHENY COUNTY, PENNSYLVANIA
WEIGLES HILL ROAD RETAINING WALL
CONTRACT NUMBER 2014-6
WEIGLES HILL ROAD
RETAINING WALL
UTILITIES LIST
VERIZON PENNSYLVANIA LLC
15 E. MONTGOMERY AVE..
PITTSBURGH, PA 15212
CONTACT: OFFICE PERSONNEL
COLUMBIA GAS OF PA INC.
251 WEST MAIDEN
WASHINGTON, PA 15301
ATTN: SHANNON GRIEST
EMAIL: [email protected]
COMCAST
5211 BROWNSVILLE ROAD
PITTSBURGH, PA 15236
EMAIL:
[email protected]
ELIZABETH TOWNSHIP
522 ROCK RUN ROAD
ELIZABETH PA, 15037
CONTACT: HARRY FAULK
DRAWING LIST
WEST PENN POWER
76 S. MAIN ST
P.O. BOX 570
AKRON, OH. 443081890
ENTERPRISE PRODUCTS
9420 W. SAM HOUSTON PKWY N.
HOUSTON, TX. 770646317
CONTACT: RIKI PARKS
SHEET NO.
DWG. NO.
1
2
3
4
5
TS1
WH1
WH2
ES1
ES2
DESCRIPTION
TITLE SHEET
EXISTING AND PROPOSED SITE PLANS
PLAN, PROFILES AND DETAILS
EROSION AND SEDIMENTATION POLLUTION CONTROL PLAN
COLUMBIA GAS TRANSMISSION LLS
RT 1 BOX 136
SMITHFIELD, WV. 26437
CONTACT: DEBBIE LIPPINCOTT
PENNSYLVANIA AMERICAN WATER
101 LONG STREET
ELIZABETH, PA. 15037
ATTN: JASON IVCIC
ELIZABETH TOWNSHIP AUTHORITY
311 FELLABAUM STREET
BUENA VISTA, PA. 15018
CONTACT: SEWAGE TREATMENT PLANT
PERSONNEL
LOCATION MAP
SCALE: 1" = 2000'
NOVEMBER 2014
CALL BEFORE YOU DIG!
PENNSYLVANIA LAW REQUIRES
3 WORKING DAYS NOTICE FOR
CONSTRUCTION PHASE AND 10 WORKING
DAYS IN DESIGN STAGE-STOP CALL
PA1
1-800-242-1776
20142021094
NOTE: IN ACCORDANCE WITH THE PENNSYLVANIA UNDERGROUND UTILITY LINE PROTECTION LAW, ACT 287 OF
1974 AS AMENDED BY ACT 199 OF 2004, THE CONTRACTOR MUST NOTIFY ALL UTILITY COMPANIES PRIOR TO
EXCAVATION FOR FIELD LOCATION AND SIZE CONFORMATION. AT LEAST THREE (3) DAYS NOTIFICATION
PRIOR TO THE ACTUAL START OF EXCAVATION IS REQUIRED. UTILITIES CAN BE NOTIFIED THROUGH THE
PENNSYLVANIA ONE CALL SYSTEM, INC. BY CALLING 1-800-242-1776. THE PENNSYLVANIA ONE CALL DESIGN
SERIAL NUMBER FOR THIS PROJECT IS 20142021094.
Order No.
435-35
5173 Campbells Run Road
Pittsburgh, PA 15205
Phone: 412.494.0510 Fax: 412.494.0426
[email protected]
Drawing No.
TS1
Sheet No.
1 of 5
SCALE: 1"=20'
un
d.
FF-18
es H
igle
d.
sH
ill R
DETAIL PLAN WH1-C
PROPOSED SITE PLAN WH1-B
ill R
EXISTING AND PROPOSED SITE PLANS
Fa
BC
We
igl
Phone: 412.494.0510
Fax: 412.494.0426
[email protected]
ill R
Approved By:
ill R
rR
es H
BC
be
Tim
We
igl
Checked By:
llen
TEST BORE
B-2
DRG
Street Name
TEST BORE
B-3
ELIZABETH TOWNSHIP
0+00
0+50
1+00
1+50
Stream
2+00
Date
TEST BORE
B-1
Drawn By:
sH
Revisions
d.
APRIL 2014
We
igle
ill R
Date
un
Date:
8
We
sH
rR
As Shown
FF-18
FF-1
igle
2+50
be
Tim
Scale:
0+00
0+50
1+00
8
We
3+00
3+50
4+00
Revisions
llen
1+50
2+00
2+50
3+00
FF-1
3+50
4+00
Fa
d.
FF-18
EXISTING CONDITIONS SITE PLAN WH1-A
SCALE: 1"=20'
d.
SCALE: 1"=10'
Order No.
435-35
Drawing No.
WH1
Sheet No.
2 of 5
Revisions
Date
RETAINING WALL PLAN WH2-A
Revisions
SCALE: 1"=10'
PROFILE WH2-C
SCALE: HORZ. 1"=10'
VERT. 1"=10'
SCALE: HORZ. 1"=10'
VERT. 1"=10'
970
970
960
960
Phone: 412.494.0510
Fax: 412.494.0426
[email protected]
Date
PROFILE WH2-B
MEDIUM STIFF TO STIFF GRAVELLY CLAY
950
ASPHALT WEDGE CURB DETAIL WH2-H
950
N.T.S
STIFF TO HARD OR MEDIUM
DENSE GRAVELLY CLAY EL. = 948.0
940
940
DENSE GRAVEL EL. = 935.5
SILT STONE & SANDSTONE BEDROCK EL. = 932.0
930
930
920
920
TYPICAL PAVING SECTION WH2-J
E
E
N.T.S.
ELEVATION WH2-G
N.T.S.
E
E
SECTION E-E
N.T.S.
PLAN, PROFILES AND DETAILS
STEEL GUIDE RAIL PLAN WH2-F
N.T.S
910
ELIZABETH TOWNSHIP
910
STEEL GUIDE RAIL ELEVATION WH2-D
N.T.S.
CAP-BEAM CROSS SECTION WH2-K
BC
BC
Checked By:
Approved By:
DRG
Drawn By:
APRIL 2014
Date:
Scale:
As Shown
N.T.S.
Order No.
ALTERNATE BID - TYPICAL CONCRETE LAGGING DETAIL WH2-N
435-35
N.T.S.
DETAIL WH2-M
N.T.S.
Drawing No.
WH2
Sheet No.
3 of 5
Sequencing and Staging of Construction:
General Sequencing Notes:
Revisions
General Notes:
Date
Implementation of the Erosion Sediment Pollution
Control Plan
Revisions
Use of the Erosion Sediment Pollution Control Plan
Utility Line Trench Excavation Procedure
Project Description:
Phone: 412.494.0510
Fax: 412.494.0426
[email protected]
Date
General:
Construction Requirements:
STANDARD CONSTRUCTION DETAIL #13-2
Typical Utility Line Stream Crossing With Pump Bypass
Sequence of Construction:
Exceptions:
BMC
DRG / MTS
Drawn By:
Approved By:
JULY 2014
Profile
Date:
Rock Construction Entrance
N.T.S.
Scale:
As Shown
Rock Construction Entrance
BMC
ELEVATION VIEW
Checked By:
PLAN VIEW
ELIZABETH TOWNSHIP
Sequence of Maintenance:
Pumped Water Filter Bag
N.T.S.
Order No.
435-35
Drawing No.
ES1
Sheet No.
Plan View
4 of 5
General:
Prefabricated Washout Containers
Compost Sock Sediment Trap
Compost Filter Sock
N.T.S.
Revisions
Turf Reinforced Mat For Streambank Stablization
Compost Filter Socks
Design Standards:
Date
N.T.S.
Self-installed Washout
Revisions
Maintenance:
SECTION VIEW
Installation:
Date
Note:
Phone: 412.494.0510
Fax: 412.494.0426
[email protected]
Plan View
Maintenance
PLAN VIEW
Additional Installation for Channel:
Staking Detail
Table 4.1
Compost SockFabric Minimum Specifications
Turf Reinforced Mat For Slope Stabilization
General:
Site Housekeeping and Materials Management
Design Standards:
Waste Management
Critical Points
Maintenance:
Channel Installation Detail
N.T.S.
ELIZABETH TOWNSHIP
Table 4.2
Compost Standards
Concrete Washout
Erosion Control Blanket Installation
Compost Sock Washout
Converted from Figure 4.2
Maximum Permissible Slope Lengths above Compost Filter Socks
FIGURE 3.18
Typical Compost Sock Washout Installation
N.T.S.
STACKED SANDBAGS OPTION
Installation:
12" Min.
Section
BMC
BMC
Checked By:
Approved By:
DRG / MTS
Drawn By:
NOT TO SCALE
JULY 2014
SANDBAG DIVERSION DAM OR COFFERDAM
Date:
JERSEY BARRIER OPTION
Scale:
General Staple Pattern Guide
N.T.S.
As Shown
Type "E" High Flow
Order No.
435-35
Typical Rip-Rap Installation Section
Drawing No.
ES2
Sheet No.
Plan
5 of 5

weigles hill road retaining wall contract number 2014-6

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