10-Construction Plan Set Sheet 9 of 19 - ADDENDUM 1.pdf
PDF 266 KB Posted
- Attached to
- Pratts Dam Road Bank Stabilization Project
- Solicitation number
- US.235576
- Issued by
- Chester County, Pennsylvania
About this file
This document is Construction Plan Set Sheet 9 of 19, Addendum 1, for the Pratts Dam Road Bank Stabilization Project in West Brandywine Township, Pennsylvania. The project involves the replacement of existing retaining walls along the west side of Pratts Dam Road and the construction of associated infrastructure improvements. The scope of work includes furnishing all necessary labor, equipment, and materials for replacing an existing retaining wall with a soldier pile retaining wall, constructing a new second soldier pile retaining wall, placing rock protection along both retaining walls, implementing drainage improvements, constructing full depth pavement, upgrading safety features, and completing other associated work. This specific sheet is the ninth of nineteen construction plan sheets and represents modifications or clarifications issued through Addendum 1 to the original construction documents.
No specific pricing terms, contract award dates, response deadlines, site visit information, bidder's meeting details, set-asides, incumbent contractor information, or funding source details are provided in this construction plan sheet. The document functions as a technical drawing or specification sheet within the broader construction plan set rather than as a contracting document containing procurement terms or contractual conditions.
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Text version
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REVISIONS DATE BY DISTRICT COUNTY ROUTE SECTION SHEET
SUMMARY
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06 CHESTER 7015 L-695 9 19
WEST BRANDYWINE TOWNSHIP
♦ - SEE SPECIAL PROVISIONS
LS
CLEARING AND GRUBBING NO TAB
EACH
66" RED SUBSURFACE DRAIN OUTLET MARKER 10
LF
2 3000
AND
AND
AND
AND
EITHER
AND
AND
AND
10000
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
AND
AND
AND
SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER
COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALS, 19.0
MM MIX, 2 1/2" DEPTH
4" WHITE EPOXY PAVEMENT MARKINGS
LF
LS
LS
DOLLA
CY
CLASS 1 EXCAVATION 10 PERMANENT IMPACT ATTENUATING DEVICE, TYPE II,
TEST LEVEL 3, TANGENT (MASH)
E & S
CLASS 2 EXCAVATION
E & S
E & S
E & S
LB
EACH
LF
CY
LB
LB
EACH
LF
LS
SF
LF
SAW CUTTING 10
LF
4" YELLOW EPOXY PAVEMENT MARKINGS
E & S
TCP
TYPE 31-S GUIDE RAIL
TYPE 31-SC GUIDE RAIL
TEMPORARY BARRIER, TEST LEVEL 3, BARRIER
DEFLECTION DISTANCE < /=2'
MICROCOMPUTER WITH BATTERY BACKUP SYSTEM,
TYPE A
TOPSOIL FURNISHED AND PLACED
TEMPORARY SHORT-TERM, ROLLED EROSION
CONTROL PRODUCT, TYPE 2D
PUMPED WATER FILTER BAG
MAINTENANCE AND PROTECTION OF TRAFFIC
DURING CONSTRUCTION
ADDITIONAL TRAFFIC CONTROL SIGNS
SOLDIER PILE RETAINING WALL, AS DESIGNED, L-695
CY
LF
CY
REINFORCEMENT BARS, EPOXY COATED
CONSTRUCTION SURVEYING, TYPE D
FOREIGN BORROW EXCAVATION 10
CY
SELECTED BORROW EXCAVATION ROCK, CLASS R-4,
GROUTED
STR ,
LS
DOWEL HOLES, 12" DEPTH
42" DIAMETER DRILLED CAISSONS, SHAFT SECTION
IN SOIL
LF
GEOTEXTILE, CLASS 1
LS
LS
SY
36" DIAMETER DRILLED CAISSONS, SHAFT SECTION
IN ROCK
GEOTEXTILE, CLASS 4, TYPE A
DOLLA
TEMPORARY PROJECT AIR POLLUTION CONTROL NO TAB
EACH
42" DIAMETER DRILLED CAISSONS, SHAFT SECTION
IN SOIL MODIFIED
36" DIAMETER DRILLED CAISSONS, SHAFT SECTION
IN ROCK MODIFIED
SY
SUPERPAVE ASPHALT MIXTURE DESIGN, BASE
COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALS, 25.0
MM MIX, 6" DEPTH
SY
SUBBASE 6" DEPTH (NO. 2A)
SOLDIER PILE RETAINING WALL, AS DESIGNED, L-696
SY
SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING
COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALS, 9.5 MM
MIX, 1 1/2" DEPTH, SRL-G
10 0806
REINFORCEMENT BARS, EPOXY COATED
DOWEL HOLES, 12" DEPTH
SY
SY
SY
42" DIAMETER DRILLED CAISSONS, SHAFT SECTION
IN SOIL
ASPHALT TACK COAT
SY
MILLING OF ASPHALT PAVEMENT SURFACE,
VARIABLE DEPTH, MILLED MATERIAL RETAINED BY
CONTRACTOR SY
36" DIAMETER DRILLED CAISSONS, SHAFT SECTION
IN ROCK
42" DIAMETER DRILLED CAISSONS, SHAFT SECTION
IN SOIL MODIFIED
LF
18" REINFORCED CONCRETE PIPE, TYPE A, 15' - 2'
FILL, 100 YEAR DESIGN LIFE
EACH
SET
36" DIAMETER DRILLED CAISSONS MODIFIED
TYPE S CONCRETE TOP UNIT AND BICYCLE SAFE
GRATE
EACH
EACH
STANDARD INLET BOX, HEIGHT < /= 10'
LS
NO TAB
NO TAB
NO TAB
MONITORING OF EXISTING RETAINING WALL
EACH
REMOVAL OF PORTION OF EXISTING RETAINING
WALL
MOBILIZATION 0860
EACH
LS
INSPECTOR'S FIELD OFFICE AND INSPECTION
FACILITIES, TYPE C
STABILIZATION OF EXISTING RETAINING WALL
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EQUIPMENT PACKAGE
LF
STABILIZATION OF EXISTING SLOPE
15" TEMPORARY FLEXIBLE PIPE AND CONNECTOR
INLET FILTER BAG FOR TYPE S INLET
6" PAVEMENT BASE DRAIN 10
TCP
NO TAB
TCP
NO TAB
E & S
E & S
DAY
NO TAB
E & S
E & S
E & S
AND
AND
EITHER
LF
6" SUBSURFACE DRAIN OUTLETS 10
SUBSURFACE DRAIN OUTLET ENDWALL (SLOPED)
E & S
COMPOST FILTER SOCK, 12" DIAMETER
ADDITIONAL WARNING LIGHTS, TYPE B
INLET FILTER BAG FOR TYPE M INLET
REPLACEMENT PUMPED WATER FILTER BAG
ROCK, CLASS R-3
ROCK CONSTRUCTION ENTRANCE
SEEDING - FORMULA T TEMPORARY GRASS MIX
SEEDING AND SOIL SUPPLEMENTS - FORMULA L
CLEAR ZONE MIX, INCLUDING MULCH
TEMPORARY IMPACT ATTENUATING DEVICE, TYPE V
(STANDARD), TEST LEVEL 3
NARRATIVE SCHEDULE
LS
LF
EACH
LF
LF
LF
LS
EACH
LF
LF
LF
DOLLA
LF
LB
TCP
LF
TCP
EACH
10 0937
EACH
GUIDE RAIL MOUNTED DELINEATOR TYPE D, (W/W)
STR
STR
STR
STR
STR
STR
STR
STR
PE076275
TIFFANY A. MCCLURE
SHEET 1 OF 1 PROJECT ID: 7076 MPMS: ECMS: 9/11/2026 11:31:36 AM
LS
SELECTIVE TREE TRIMMING TO AN UNLIMITED
HEIGHT, WITH COORDINATION
EACH
SELECTIVE TREE REMOVAL
ADDING TREE TRIMMING AND REMOVAL 10/27/2026 TAM
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