S01 12FPC321R0016 Attachment 2 Plan Set 2 of 2.pdf
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- Attached to
- Construction of Rawson Hill Dam Rehabilitation Project - Worcester County, Massachusetts
- Solicitation number
- 12FPC321R0016
About this file
This document contains a solicitation for the Construction of Rawson Hill Dam Rehabilitation Project located in Worcester County, Massachusetts. The major work items include clearing and grubbing, structure removal, temporary seeding and mulching, compost filter sock installation, construction and maintenance of access roads, seeding and mulching, surveys, mobilization and demobilization, dewatering the construction site, diverting surface water, sheet piling, excavation, compacting structure backfill, earthfill, salvaging and spreading topsoil, concrete work, roller-compacted concrete, principal and auxiliary spillway installation, drain pipe installation, loose rock riprap, and contractor quality control. Interested contractors must be registered in SAM and complete annual representations and certifications to be eligible. A firm fixed price construction contract using FAR Part 15 procedures is anticipated. Bids require a 20% guarantee and performance and payment bonds of 100% within 10 days of award. The period of performance is 153 calendar days from notice to proceed. The estimated value is between $1,000,000 and $5,000,000. The NAICS code is 237990 and size standard is $39.5M. Questions are due by September 3, 2021. The contracting office is the USDA Natural Resources Conservation Service.
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DAM
LIMIT OF DETAILED
FIELD SURVEY
CONCRETE RISER STRUCTURE
30" DIA PRINCIPAL SPILLWAY CONDUIT
INLET INV. EL. 533.02
OUTLET INV. EL. 531.4
AUXILIARY SPILLWAY
CIP DRAIN PIPE
12" INLET INV. EL. 530.17
8" OUTLET INV. EL. 529.69
GRAVEL ACCESS ROAD
FL
O
W
190' AUXILIARY SPILLWAY CREST
SEE SHEET 11
RIPRAP SHEET PILE CUTOFF
WALL AND SILL
3H :1
V
3H :1
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2.5H:1V 2.5H:1V
544.5
548.0 548.0
534.5536.5
530.5
LIMIT OF WORK
GRAVEL CONTRACTOR
STAGING AREA
(SEE DETAIL ON SHEET 31)
ACCESS/HAUL ROAD
(SEE DETAIL ON SHEET 32)
FB
TEMPORARY STREAM CROSSING
(SEE STREAM CROSSING NOTES ON SHEET 31)
12" COMPOST FILTER
SOCK (TYP.)
ROCK CONSTRUCTION ENTRANCE
WITH WASHRACK
(SEE DETAIL ON SHEET 31)
PUMP WATER FILTER BAG
(SEE DETAIL ON SHEET 32)
LIMIT OF WORK
LIMIT OF WORK
12" COMPOST FILTER SOCK
18" COMPOST FILTER SOCK
PROTECTIVE FENCE
PUMPED WATER FILTER BAG WITH
INTAKE/DISCHARGE HOSE
ACCESS/HAUL ROAD
ROCK CONSTRUCTION ENTRANCE
WITH WASHRACK
CONTRACTOR STAGING AREA
COFFERDAM
TEMPORARY WATERBAR
RIPRAP
TEMPORARY PUMPING DIVERSION
MINOR PROPOSED CONTOUR
MAJOR PROPOSED CONTOUR
SLOPE LINE
SOIL SERIES BOUNDARY
SOIL SERIES MAP UNIT
EROSION CONTROL LEGEND
RCE
PF
FB
PROSPECT DRIVE
TO DAM
GRAVEL ACCESS ROAD
LIMIT OF WORK
TO
PRO
SPECT
DRIVE
(SEE INSET)
PROTECTIVE FENCE
(SEE DETAIL ON SHEET 32)
10' WIDE ACCESS RAMP
SCALE IN FEET
-0- 3030 60
6A 30A
NOTES:
1. CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE REQUIRED STABLE SLOPE
FOR EXCAVATION AND FILL AND FOR PROVIDING AND INSTALLING TEMPORARY
EXCAVATION SUPPORT AND SHORING WHEN NECESSARY.
2. CONTRACTOR IS RESPONSIBLE FOR SIZING THE DIVERSION OF WATER SYSTEM
INCLUDING THE COFFERDAM, TEMPORARY PUMPING DIVERSION, TEMPORARY
CONDUIT EXTENSION, AND TEMPORARY RIPRAP APRON.
3. ALL STAGING AREAS AND ASSOCIATED HAUL ROADS SHALL BE STABILIZED WITH A 8"
(MINIMUM) LAYER OF DENSE GRADED CRUSHED STONE FOR SUB-BASE
AGGREGATE. UNLESS STATED OTHERWISE, ALL AGGREGATE SHALL BE REMOVED
AT THE COMPLETION OF THE PROJECT, SAID AREAS SHALL BE BROUGHT TO FINAL
GRADE, AND PERMANENT VEGETATIVE STABILIZATION MEASURES SHALL BE
IMMEDIATELY INSTALLED.
4. UNTIL THE SITE IS PERMANENTLY STABILIZED, ALL EROSION CONTROL FACILITIES
SHALL BE PROPERLY MAINTAINED. MAINTENANCE SHALL INCLUDE INSPECTIONS OF
ALL FACILITIES AFTER EACH RAINFALL EVENT AND ON A WEEKLY BASIS. ALL
PREVENTIVE AND REMEDIAL MAINTENANCE WORK, INCLUDING CLEANING, REPAIR,
REPLACEMENT, REGRADING, RESEEDING, REMULCHING AND REANCHORING OF
SAID MULCH SHALL BE PERFORMED IMMEDIATELY. IF THE EROSION CONTROL
FACILITIES FAIL TO PERFORM AS EXPECTED, REPLACEMENT FACILITIES OR
MODIFICATIONS OF THE INSTALLED FACILITIES WILL BE REQUIRED AND SHALL BE
APPROVED BY THE COR.
5. REFER TO SHEET 31 FOR SOILS INFORMATION.
6. REFER TO SHEET 6 FOR BVW MITIGATION AREA SHRUB PLANTING SCHEDULE.
7. REFER TO SHEET 6 FOR TREE PLANTING SCHEDULE.
8. IF SNOW REMOVAL IS REQUIRED DURING CONSTRUCTION, PLOWED SNOW WILL NOT
BE PLACED IN WETLANDS OR STREAMS.
9. STOCKPILE AREAS TO BE PROTECTED WITH COMPOST FILTER TUBE AND SILT
FENCE AT THE BASE OF THE PILE.
10. MAINTAIN ACCESS ROAD AND PROTECT CROSS CULVERTS DURING CONSTRUCTION.
11. SLOPE PROTECTION EROSION CONTROL MATTING MAY NOT CONTAIN PLASTIC OR
PHOTODEGRADABLE MATERIAL.
12. ONLY EPA-APPROVED FLOCCULANTS MAY BE USED IF REQUIRED FOR THE
TREATMENT OF DEWATERING WASTEWATER.
TEMPORARY
WATERBAR
TEMPORARY
RIPRAP APRON
FS-18
COFFERDAM AND
PUMPING DIVERSION
GRAVEL CONTRACTOR
STAGING / STOCKPILE AREA
(SEE DETAIL ON SHEET 31)
SPOIL AREA
544.5 544.5
EL. 547.0
SLO
PE
TO
D
R
AIN
18" COMPOST
FILTER SOCK
COFFERDAM
12" COMPOST FILTER
SOCK (TYP.)
PARTIAL PLAN VIEW OF ACCESS ROAD INTERSECTION WITH PROSPECT DRIVE
RAWSON HILL BROOK
100' BUFFER ZONE
BORDERING LAND
SUBJECT TO FLOODING
BVW MITIGATION AREA
1,350 SF
SEE NOTE 6
TREE PLANTING AREA
SEE NOTE 7
NATURAL REVEGETATION AREA
TO BE SEEDED WITH XERCES NORTHEASTERN
POLLINATOR MIX (XERC00103) FROM ERNST
CONSERVATION SEEDS, OR EQUIVALENT
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