Drawings.pdf
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- Solicitation number
- W912WJ19R0014
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This document package includes drawings and specifications for a federal construction project. The U.S. Army Corps of Engineers, New England District, is soliciting proposals under solicitation number W912WJ19R0014 to perform flood damage reduction work on the Muddy River in Boston and Brookline, Massachusetts. The work involves excavating and removing accumulated sediment from portions of the Muddy River and Back Bay Fens to reduce flooding. The package provides existing site conditions and demolition plans, proposed work limits, specifications for excavation and sediment management, and over 100 drawings detailing existing features and proposed work. The deadline to submit proposals was August 15, 2019, and the period of performance is not specified.
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IDENTIFICATION
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®of Engineers
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SOLICITATION #:
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MUDDY RIVER
FLOOD DAMAGE REDUCTION PROJECT
MASSACHUSETTS
BOSTON AND BROOKLINE,
C O
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H E
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G-001
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(PHASE 2)
W912WJ19R0014
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COVER SHEET
SHEET NO.
G-001
G-002
INDEX TO DRAWINGS
SHEET TITLE
INDEX TO DRAWINGS
SHEET FILE
GC101
MUD-2_G-001.DGN
MUD-2_G-002.DGN
MUD-2_GC101.DGN
G-003 MUD-2_G-003.DGN
SHEET NO.
INDEX TO DRAWINGS
SHEET TITLESHEET FILE
GENERAL NOTES
MUD-2_G-101.DGNG-101
MUD-2_GC102.DGNGC102
MUD-2_GC103.DGNGC103
MUD-2_GC104.DGNGC104
MUD-2_GC105.DGNGC105
MUD-2_C-326.DGNC-326
MUD-2_C-327.DGNC-327
MUD-2_C-328.DGNC-328
MUD-2_C-329.DGNC-329
MUD-2_C-330.DGNC-330
SHEET NO.
INDEX TO DRAWINGS
SHEET TITLESHEET FILE
M E
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CD101 MUD-2_CD101.DGN EXISTING CONDITIONS & DEMOLITION PLAN
EXISTING CONDITIONS & DEMOLITION PLANMUD-2_CD102.DGNCD102
EXISTING CONDITIONS & DEMOLITION PLANMUD-2_CD103.DGNCD103
EXISTING CONDITIONS & DEMOLITION PLANMUD-2_CD104.DGNCD104
EXISTING CONDITIONS & DEMOLITION PLANMUD-2_CD105.DGNCD105
EXISTING CONDITIONS & DEMOLITION PLANMUD-2_CD106.DGNCD106
EXISTING CONDITIONS & DEMOLITION PLANMUD-2_CD107.DGNCD107
EXISTING CONDITIONS & DEMOLITION PLANMUD-2_CD108.DGNCD108
EXISTING CONDITIONS & DEMOLITION PLANMUD-2_CD109.DGNCD109
EXISTING CONDITIONS & DEMOLITION PLANMUD-2_CD110.DGNCD110
MUD-2_C-331.DGNC-331
C-332 MUD-2_C-332.DGN
MUD-2_C-333.DGNC-333
MUD-2_C-334.DGNC-334
MUD-2_L-104.DGNL-104
L-105
L-106 MUD-2_L-106.DGN
MUD-2_L-105.DGN
MUD-2_L-107.DGNL-107
L-108
L-109 MUD-2_L-109.DGN
MUD-2_L-108.DGN
MUD-2_L-110.DGNL-110
L-111
L-501 MUD-2_L-501.DGN
MUD-2_L-111.DGN
MUD-2_C-501.DGNC-501
MUD-2_C-502.DGNC-502
MUD-2_C-101.DGNC-101 SITE PLAN
SITE PLANMUD-2_C-102.DGNC-102
SITE PLANMUD-2_C-103.DGNC-103
SITE PLANMUD-2_C-104.DGNC-104
SITE PLANMUD-2_C-105.DGNC-105
SITE PLANMUD-2_C-106.DGNC-106
SITE PLANMUD-2_C-107.DGNC-107
SITE PLANMUD-2_C-108.DGNC-108
SITE PLANMUD-2_C-109.DGNC-109
SITE PLANMUD-2_C-110.DGNC-110
MUD-2_C-111.DGNC-111
MUD-2_C-301.DGNC-301
MUD-2_C-302.DGNC-302
MUD-2_C-303.DGNC-303
MUD-2_C-304.DGNC-304
MUD-2_C-305.DGNC-305
MUD-2_C-306.DGNC-306
SITE PLAN FIRE ALARM HEADQUARTERS
SECTIONS LEVERETT POND
SECTIONS LEVERETT POND
SECTIONS AREA 2
SECTIONS AREA 2
SECTIONS AREA 2
SECTIONS AREA 3
C-307 MUD-2_C-307.DGN SECTIONS AREA 3
C-308 MUD-2_C-308.DGN SECTIONS AREA 4
C-309 MUD-2_C-309.DGN SECTIONS AREA 542
C-310 MUD-2_C-310.DGN SECTIONS AREA 643
C-311 MUD-2_C-311.DGN SECTIONS AREA 644
C-312 MUD-2_C-312.DGN SECTIONS AREA 745
C-313 MUD-2_C-313.DGN46
C-314 MUD-2_C-314.DGN SECTIONS AREA 8
SECTIONS AREA 7 & 8
MUD-2_C-321.DGNC-321
MUD-2_C-322.DGNC-322
MUD-2_C-323.DGNC-323
MUD-2_C-324.DGNC-324
MUD-2_C-325.DGNC-325
MUD-2_C-316.DGNC-316
MUD-2_C-317.DGNC-317
MUD-2_C-318.DGNC-318
MUD-2_C-319.DGNC-319
MUD-2_C-320.DGNC-320
MUD-2_C-315.DGNC-315 SECTIONS AREA 8 & 9
SECTIONS AREA 9
SECTIONS AREA 9 & 10
SECTIONS AREA 10
SECTIONS AREA 10
SECTIONS AREA 10
SECTIONS AREA 10
SECTIONS AREA 10
SECTIONS AREA 10
SECTIONS AREA 10
SECTIONS AREA 10
SECTIONS AREA 10
SECTIONS AREA 11
SECTIONS AREA 11
SECTIONS AREA 11
SECTIONS AREA 11 & 12
SECTIONS AREA 12
SECTIONS AREA 12
SECTIONS AREA 12
TYPICAL SECTIONS
TYPICAL SECTIONSMUD-2_C-335.DGNC-335
MUD-2_C-336.DGN TYPICAL SECTIONSC-336
MUD-2_C-337.DGN TYPICAL SECTIONSC-337
MUD-2_C-338.DGN TYPICAL SECTIONSC-338
MUD-2_C-339.DGNC-339 GEOTECHNICAL & ENVIRONMENTAL TYPICAL SECTIONS
L-101 MUD-2_L-101.DGN LANDSCAPE PLAN
LANDSCAPE PLAN MUD-2_L-102.DGNL-102
LANDSCAPE PLAN MUD-2_L-103.DGNL-103
MUD-2_C-503.DGNC-503
MUD-2_C-504.DGNC-504
L-100 MUD-2_L-100.DGN
LANDSCAPE KEY PLAN
LANDSCAPE PLAN
LANDSCAPE PLAN
LANDSCAPE PLAN
LANDSCAPE PLAN
LANDSCAPE PLAN
LANDSCAPE PLAN
LANDSCAPE PLAN
LANDSCAPE PLAN
LANDSCAPE PLANMUD-2_L-112.DGNL-112
LANDSCAPE PLANMUD-2_L-113.DGNL-113
LANDSCAPE PLANMUD-2_L-114.DGNL-114
LANDSCAPE PLANMUD-2_L-115.DGNL-115
LANDSCAPE PLANMUD-2_L-117.DGNL-117
LANDSCAPE PLANMUD-2_L-118.DGNL-118
LANDSCAPE DETAILSMUD-2_L-502.DGNL-502
MUD-2_L-601.DGNL-601
SHEET NO. SHEET TITLE
INDEX TO INFORMATION DRAWINGS
DATE
SEPTEMBER 1891
BROOKLINE SECTION B
RECORD PLAN METROPOLITAN SEWER - BOSTON &
BY CAROL R. JOHNSON & ASSOCIATES
BACK BAY FENS BRIDGES PHASE 2
JUNE 25, 1979
MAY 27, 1980
BY CAROL R. JOHNSON & ASSOCIATES
BACK BAY FENS BRIDGES
S-101
MUD-2_S-101.DGN
CONSTRUCTION DETAILS
CONSTRUCTION DETAILS
CONSTRUCTION DETAILS
STORMWATER PUMP STATION DETAILS
PLANT SCHEDULE
LANDSCAPE PLANMUD-2_L-116.DGNL-116
EROSION & SEDIMENT CONTROL PLANMUD-2_C-505.DGNC-505
MUD-2_GC106.DGNGC106
MUD-2_GC107.DGNGC107
MUD-2_GC108.DGNGC108
MUD-2_E-101.DWGE-101
MUD-2_E-501.DWGE-501
MUD-2_E-601.DWGE-601
MUD-2_E-602.DWGE-602
ELECTRICAL ONE LINE DIAGRAM
PUMP CONTROL CIRCUIT DIAGRAM
BY ALPHA SURVEYING AND ENGINEERING INC.
FLOW RESTRICTION CONTROL STRUCTURE AS-BUILT
MARCH 9, 2016
S-501 MUD-2_S-501.DWG
MUD-2_L-301.DGNL-301 LANDSCAPE SECTIONS
LANDSCAPE SECTIONSMUD-2_L-302.DGNL-302
LANDSCAPE SECTIONSMUD-2_L-303.DGNL-303
LANDSCAPE SECTIONSMUD-2_L-3014.DGNL-304
LANDSCAPE SECTIONSMUD-2_L-305.DGNL-305
BROOKLINE SECTION A
RECORD PLAN - METROPOLITAN SEWER - BOSTON &
OCTOBER 1891
SOUTH CHARLES RELIEF SEWER - PLAN AND PROFILE
SOUTH METROPOLITAN SEWERAGE DISTRICT
6A
BY FAY, SPOFFORD & THORNDIKE, INC.
RECORD PLAN - BWSC - MUDDY RIVER CONDUIT ISOLATION GATE
DECEMBER 1999
JANUARY 2009 MUDDY RIVER - BWSC PLANS - LMA
LANDSCAPE DETAILS
1 THRU 4
8 THRU 12
N/A
0 THRU 7
0 THRU 8
2 THRU 3
NORTHINGELEVATION EASTINGID DESCRIPTION
ASP 2
INDEX OF BENCHMARKS (NAVD 88)
ASP 3
ASP 5
6.37 2949782.99 765551.80
KELL 3 6.14
KELL 4 5.90
12.24
BROOKLINE AVE & ASPINWALL AVE
OF A STREET LIGHT BASE - CORNER
PK NAIL IN THE NORTHWEST CORNER
ON THE HIGH POINT OF BRIDGE
PK NAIL IN THE BITUMINOUS WALKWAY 10.35
BRIDGE FOOTING
THE FOUNDATION OF A CONCRETE
1/4" STAINLESS STEEL BOLT & NUT IN 10.70
KELL
BELOW SURFACE OF GROUND
A 1/2" STEEL REBAR. DISK IS 0.2'
STANDARD USACE ALUMINUM DISK ON
A CONCRETE LIGHT POST
CORNER OF THE FOUNDATION OF
SURVEY TACK IN THE EASTERN
ASP
BELOW SURFACE OF GROUND
A 1/2" STEEL REBAR. DISK IS 0.2'
STANDARD USACE ALUMINUM DISK ON 8.88 2947194.58 760897.03
CHAINLINK FENCE
CORNER OF A CONCRETE BASE OF A
CHISLED SQUARE ON THE SOUTHWEST
FIRE 1 6.26
FIRE 2
2950582.38 766637.51
2950707.32 766815.24
MAG NAIL IN PAVEMENT
SPIKE IN CONCRETE SIDEWALK 11.37
A-101
ARCHITECTURAL SITE PLAN
A-201
EXTERIOR ELEVATIONS OF FLOODWALL AND FENCE
S-502 MUD-2_S-502.DGN
FLOODWALL PLAN
FLOODWALL SECTION AND DETAILS
FLOODWALL MASONRY DETAILS
S-503 MUD-2_S-503.DGN
S-504 MUD-2_S-504.DGN
FLOODWALL FENCE DETAILS
FLOODWALL FENCE DETAILS
ELECTRICAL DETAILS AND EQUIPMENT SCHEDULE
GENERAL PLAN & SHEET KEY
MANAGEMENT PLANS
CONSTRUCTION STAGING, ACCESS, AND PEDESTRIAN
MANAGEMENT PLANS
CONSTRUCTION STAGING, ACCESS, AND PEDESTRIAN
MANAGEMENT PLANS
CONSTRUCTION STAGING, ACCESS, AND PEDESTRIAN
MANAGEMENT PLANS
CONSTRUCTION STAGING, ACCESS, AND PEDESTRIAN
MANAGEMENT PLANS
CONSTRUCTION STAGING, ACCESS, AND PEDESTRIAN
HAULING PLAN AREAS 1-4
HAULING PLAN AREAS 5 & 6
HAULING PLAN AREAS 7-12
ELECTRICAL FLOOR PLAN NEW AND EXISTING CONDITIONS
M A
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Site Plan 2019-02-19.RVT
Site Plan 2019-02-19.RVT
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ABBREVIATIONS:
GENERAL NOTES:
EXISTINGNEW DESCRIPTION
LEGEND
100'
6.47'
5.65'
0.82'
NGVD 29 (NATIONAL GEODETIC VERTICAL DATUM OF 1929)
BCB (BOSTON CITY BASE)
NAVD 88 (NORTH AMERICAN VERTICAL DATUM OF 1988)
NOTE
THIS CONVERSION MAY VARY AS MUCH AS +/- 0.2 FEET.
CORPSCON CONVERSION OF AN EXISTING BENCHMARK AT THE MUDDY RIVER SITE.
NGVD29 TO NAVD88 CONVERSION TO AN APPROXIMATE VALUE WAS OBTAINED BY A
EL. 0.00
EL. 100.00
EL. -5.65
MDC (METROPOLITAN DISTRICT COMMISSION)
EL. -6.47
DATUM RELATIONSHIP:
x15.2
A
C-301
SECTION IDENTIFICATION LETTER
SYMBOL WHERE SECTION IS TAKEN
SHEET ON WHICH SECTION IS DRAWN
MA LINED LANDFILL
OUT OF STATE - NON RCRA
M E
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HAND HOLE
EDGE OF WATER
SPAN POLE
TRAFFIC CONTROL BOX
CATCH BASIN
MANHOLE
SIGN
LIGHT POLE
CONTOUR
UNDERGROUND TELEPHONE
UNDERGROUND ELECTRIC
GAS MAIN
SANITARY SEWER
WATER MAIN
SPOT ELEVATION
SOIL BORING
FIRE HYDRANT
CROSS WALK SIGNAL POLE
LIMIT OF WORK
STONE PROTECTION
GAS GATE
FILL
TREE LINE
TREE
CUT
WATER GATE
STORM DRAIN MANHOLE
FENCING
(SITE PLAN SHEETS)
MATERIAL REQUIRED TO BE REMOVED
BORING ID
TD (TOTAL DEPTH)
WD (WATER DEPTH)
LIMIT OF KNOTWEED
LIMIT OF PHRAGMITIES
RW-SED-19
BORING SHOWN ON SECTION SHEETS
APPROXIMATED NATURAL MATERIAL
APPROXIMATED DEPTH OF RIVER SEDIMENT
APPROXIMATED TOP OF BORING
BORING IDENTIFICATION
TOTAL BORING DEPTH
LIMIT OF BORDERING VEGETATED WETLAND
TOP OF BANK RESOURCE AREA
POND OR RIVER ACCESS (GC SHEETS)
LIMIT OF 100 YR FLOOD
GENERAL SEQUENCING NOTES:
STORAGE & DEWATERING AREA (GC SHEETS)
ROOT PROTECTION ZONE (GC SHEETS)
BITUMINOUS CONCRETE (C-100 SHEETS)
(C-100 SHEETS)
FULL DEPTH SIDEWALK RESTORATION
* REFER TO GENERAL NOTE #21 ON THIS SHEET.
REPRESENTATIVE
OFFICERS
CONTRACTINGCOR
W/ WITH
TYP. TYPICAL
T.R. TO REMAIN
TEMP. TEMPORARY
T.B.R. TO BE REMOVED
O.C. ON CENTER
MH MANHOLE
LF LINEAR FEET
INV. INVERT
EXIST. EXISTING
EL. ELEVATION
DIA. DIAMETER
CONC. CONCRETE
BIT. BITUMINOUS
APPROX. APPROXIMATE
LIMIT OF RIVERFRONT AREA
LIMIT OF 100 FT BUFFER ZONE
STORM DRAIN OR STORM FORCE MAINFM
TRUCK/EQUIPMENT ACCESS (GC SHEETS)
(SITE PLAN SHEETS)
EXCAVATED MATERIAL DISPOSAL CLASSIFICATION
TEMPORARY BENCH MARK
BOTTOM TOE OF CHANNEL
BORING LOCATION. REFER TO GENERAL NOTE #13 ON THIS SHEET.
REFER TO EXISTING CONDITIONS & DEMOLITION SHEETS FOR ACTUAL
* BORINGS SHOWN ON EACH SECTION ARE NEAREST TO ACTUAL SECTION.
TEMPORARY BYPASS PUMP LINE
5.0 9.
8.
7.
6.
5.
4.
3.
2.
1.
22.
21.
20.
19.
18.
17.
16.
15.
14.
13.
12.
11.
10.
GUARANTEE PERIOD.
14. REMOVE TEMPORARY CONSTRUCTION FENCING AFTER LOAM AND SEEDING
AS ALL ACTIVITIES ARE COMPLETED.
13. REMOVE TREE PROTECTION AND TEMPORARY ACCESS ROADWAYS FOR WORK AREA
CONTROL PLAN UNTIL THE BEGINNING OF THE NEXT GROWING SEASON.
AREA SHALL BE STABILIZED ACCORDING TO THE EROSION AND SEDIMENT
EXCAVATION OPERATIONS ARE COMPLETED OUTSIDE OF A GROWING SEASON,
TEMPORARY LANDSCAPING FENCING AS SHOWN ON LANDSCAPE PLANS. IF
12. CONSTRUCT RESTORATION ACCORDING TO LANDSCAPE PLANS. INSTALL
REMOVE THE FLOW RESTRICTION CONTROL STRUCTURE (FRCS) IN AREA-6.
11. AT THE COMPLETION OF ALL DREDGING DOWNSTREAM OF AVENUE LOUIS PASTEUR,
10. REMOVE RIVER DIVERSION EQUIPMENT, IF USED.
SURVEYS AND REMOVE ANY TEMPORARY RIVER ACCESS ROADWAYS. REFER TO GENERAL NOTE #10.
9. WHEN ALL REQUIRED RIVER SEDIMENT IS EXCAVATED, PERFORM REQUIRED AS-BUILT
GENERAL NOTE #8.
TESTED, AND DISPOSED OF ACCORDING TO SPECIFICATIONS. REFER TO
8. EXCAVATE RIVER SEDIMENT AS SHOWN IN PLANS. SEDIMENT SHALL BE MANAGED,
AUTHORIZED BY COR. REFER TO GENERAL NOTE #11.
EXCAVATION OF SEDIMENT. LIMBING SHALL BE MINIMIZED AND ONLY
7. REMOVE LIMBS AND BRUSH ALONG RIVER ACCESS ROADWAY AS NECESSARY FOR
FOR TEMPORARY ROADWAYS WITHIN THE STREAM CHANNEL IS NOT NECESSARY.
INSTALLING A SUITABLE ROADBASE, IF REQUIRED. TREE ROOT PROTECTION
6. CONSTRUCT RIVER ACCESS TEMPORARY ROADWAYS BY REMOVING SEDIMENT AND
OPERATIONS. CONTRACTOR TO PROVIDE BYPASS IF WORK IS BEING DONE IN THE DRY.
5. CONTRACTOR TO LOCATE EACH STORM DRAIN INLET AND PROTECT FROM CONSTRUCTION
4. INSTALL RIVER DIVERSION, IF REQUIRED.
WALKWAYS AND PATHWAYS.
TEMPORARY TRUCK AND EQUIPMENT ACCESS ROADS. FENCING GATES SHALL NOT BLOCK
3. INSTALL TEMPORARY FENCING, TREE PROTECTION, ROOT PROTECTION, AND
SHALL BEGIN. REFER TO SPECIFICATIONS SECTION 01 57 20 FOR ADDITIONAL INFORMATION.
PASSAGE ENVIRONMENTAL WINDOWS. KNOTWEED REMOVAL TREATMENT
2. MULTIPLE WORK AREAS MAY BE WORKED AT THE SAME TIME DUE TO FISH
THE SEQUENCE BELOW IS INTENDED TO BE A GENERAL PLAN OF OPERATIONS.
OF MUDDY RIVER. REFER TO GENERAL NOTES ON METHOD OF EXCAVATION.
1. WORK WITHIN AREAS-1 THRU 12 CONSISTS OF EXCAVATING SEDIMENT FROM PORTIONS
LEVEL AS POSSIBLE UNLESS OTHERWISE NOTED ON DRAWINGS.
BE ALONG THE EDGE OF THE CHANNEL AS CLOSE TO THE EDGE OF NORMAL WATER
ACCORDING TO THE SPECIFICATIONS AND DETAILS. OTHERWISE RIVER ACCESS SHALL
PHRAGMITIES TO THE MAXIMUM EXTENT POSSIBLE. PHRAGMITIES SHALL BE MANAGED
THE CONTRACTOR SHALL GAIN ACCESS TO THE PROPOSED CHANNELS THROUGH THE
SPILLING OR FALLING OUT OF TRUCKS DURING TRANSPORT.
THE EXTENT SUITABLE FOR LOADING INTO TRUCKS AND HAULING WITHOUT
PERMITS, PLANS AND THE SPECIFICATIONS. MATERIAL SHALL BE DEWATERED TO
EXCAVATED SEDIMENT SHALL BE MANAGED AND DISPOSED OF AS REQUIRED BY
WITH THE COR IF SUCH A UTILITY CONFLICTS WITH EXCAVATION OPERATIONS.
(E.G. WATER, SEWER, STORM DRAINS). THE CONTRACTOR SHALL COORDINATE FULLY
THERE ARE NO ANTICIPATED RELOCATIONS OF MUNICIPALLY OWNED UTILITIES
INFORMATION ON CONSTRUCTION ACCESS AND STAGING.
REQUIREMENTS OF SPAWNING FISH PASSAGE AND SEE SHEETS GC101-CG105 FOR MORE
02 40 00 FOR MORE INFORMATION. REFER TO SPECIFICATIONS SECTION 01 57 20 FOR
DOWNSTREAM OF DIVERSION AT ALL TIMES. REFER TO SPECIFICATIONS SECTION
PASS FLOW WITHOUT EXCEEDING SIX INCHES OF RIVER LEVEL CHANGE UPSTREAM OR
HANDLING DESIGN FLOWS. CONTRACTOR DESIGNED FLOW DIVERSION SYSTEM SHALL
UNTIL CHANNELS ARE AS-BUILT SURVEYED, ACCEPTED BY THE GOV AND CAPABLE OF
AND/OR THROUGH ADEQUATE TEMPORARY FLOW DIVERSION OR PUMP STRUCTURES
RIVER FLOWS TO BE CONTINUOUSLY MAINTAINED THROUGH EXISTING STRUCTURES
CONSTRUCT, OPERATE, AND MAINTAIN A FLOW DIVERSION SYSTEM THAT PROVIDES FOR
IF CONTRACTOR CHOOSES TO EXCAVATE IN THE DRY, CONTRACTOR SHALL DESIGN,
IMPLEMENTING A CONTROL OF RIVER PLAN TO EXCAVATE IN THE DRY (ALL OTHER AREAS).
CONTRACTOR MAY EXCAVATE MATERIAL MECHANICALLY IN THE WET (AREA-1) OR BY
GOV ELECTRONICALLY.
RECORD INFORMATION OBTAINED BY THE CONTRACTOR SHALL BE PROVIDED TO THE
MARK OUT AT LEAST 72 HOURS IN ADVANCE PRIOR TO ANY EXCAVATION. ANY
COMMENCING WORK. ADDITIONALLY, CONTACT DIG SAFE SYSTEM, INC. AT 811 FOR UTILITY
COMPANY, THE FIRE DEPARTMENT HEADQUARTERS, OR MUNICIPAL AGENCY PRIOR TO
LOCATION OF ALL EXISTING UTILITIES THROUGH COORDINATION WITH EACH UTILITY
LOCATION OF ANY UTILITY. THE CONTRACTOR SHALL DETERMINE THE EXACT
AGENCIES. THESE PLANS SHALL NOT BE RELIED UPON FOR DETERMINING THE EXACT
UTILITY PLANS SUPPLIED BY THE RESPECTIVE UTILITY COMPANIES AND MUNICIPAL
BASED UPON THE FIELD LOCATION OF VISIBLE STRUCTURES AND COMPILATION FROM
THE LOCATIONS OF UNDERGROUND UTILITIES AS DEPICTED ARE APPROXIMATE AND
AND REFERENCE THE NORTH AMERICAN DATUM OF 1983 (NAD 1983).
COORDINATE SYSTEM (MAINLAND ZONE). COORDINATES ARE IN US SURVEY FEET
COORDINATES SHOWN ARE BASED ON THE MASSACHUSETTS STATE PLANE
REFERENCE THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88).
UNLESS NOTED OTHERWISE, ELEVATIONS SHOWN ARE IN US SURVEY FEET AND
EMERALD NECKLACE MASTER PARKS PLAN.
VARIOUS YEARS. EXISTING TREE TYPES AND SIZES WERE UPDATED DURING A 2001
EXISTING SITE FEATURES SHOWN ARE FROM SURVEYS AND AVAILABLE PLANS FROM
FROM AN AERIAL SURVEY IN 2011 BY THE CITY OF BOSTON GIS DEPARTMENT. ALL
TOPOGRAPHIC SURVEY BY BRYANT ASSOCIATES, INC. EXISTING CONTOURS ARE
EXISTING CROSS SECTION SPOT ELEVATIONS ARE FROM A FALL 2015/WINTER 2016
OUTFALL AS DETAILED ON SHEET C-502.
CONTRACTOR TO PROVIDE FINAL OUTLET PROTECTION FOR EACH STORMWATER
IDENTIFY STORMWATER OUTFALLS AS NEEDED FOR DESIGN OF WATER CONTROL.
ONLY HISTORIC STORMWATER OUTFALLS ARE SHOWN ON PLANS. CONTRACTOR TO
SECTION 31 00 00.
FOR EXCAVATED MATERIAL TESTING AND DISPOSAL, REFER TO SPECIFICATIONS
CANOPY DRIPLINE EXCEPT ON DESIGNATED PROTECTION LOCATIONS.
CONTRACTOR SHALL NOT STORE OR PARK ANY EQUIPMENT BENEATH TREE
CONTROL DEVICES (MUTCD) REGULATORY SIGNAGE DESIGNATION.
SIGN SCHEDULE DESIGNATION REFERS TO MANUAL ON UNIFORM TRAFFIC
SPECIFICATIONS SECTION 01 33 00.
TIMELINE IS COMPLETE WHICH MAY DIFFER FROM TIMEFRAMES DESCRIBED IN
ON REVIEW OF PLAN. NO WORK SHALL BE CONDUCTED UNTIL COR AND AGENCY REVIEW
CONDITIONS, CONTRACTOR SHALL COORDINATE WITH COR AND PERMITTING AGENCY
SUBMITTALS. IF CONTRACTOR CHOOSES A WORK PLAN WHICH DIFFERS FROM PERMIT
CONTRACTOR SHALL ABIDE BY ALL PERMIT CONDITIONS WHEN SUBMITTING REQUIRED
LEVERETT POND.
BASE FLOOD ELEVATIONS VARY FROM ELEVATION 4.0 AT I-90 TO ELEVATION 10.0 AT
ZONES A AND AE WITH BASE FLOOD ELEVATIONS SHOWN FOR AREAS WITHIN AE ZONES.
25025C0078G (SEPTEMBER 25, 2009), 25021C0053E (JULY 17, 2012). THE SITE IS WITHIN
PANEL NUMBERS 25025C0077J (MARCH 16, 2016), 25025C0079J (MARCH 16, 2016),
THE 100 YEAR FLOOD ELEVATIONS ARE FROM FLOOD INSURANCE RATE MAP COMMUNITY
OTHER THAN SHOWN SHALL NOT BE USED.
THE PROJECT LIMITS AND THE SPECIFICATIONS FOR ALLOWED HAULING TIMES. ROUTES
REFER TO SHEET GC106 THRU GC108 FOR REQUIRED HAULING ROUTES AROUND
ALL BRIDGES CROSSING THE EMERALD NECKLACE PARK SYSTEM ARE UN-RATED.
SECTION 31 00 00 FOR MORE INFORMATION.
SECTION 00 32 00 FOR A GENERAL DESCRIPTION OF THE ORGANIC MATERIAL AND
CHANNEL SLOPES TO ACHIEVE PROPOSED ELEVATIONS. REFER TO SPECIFICATIONS
EXCAVATIONS MAY REQUIRE ADDITIONAL MATERIAL TO BE REMOVED ALONG THE
CHARACTERIZED AS PREDOMINATELY ORGANIC, THE DEEPER REQUIRED CHANNEL
AREA TO BE ACHIEVED BY THE CONTRACTOR. IN AREAS WHERE THE SEDIMENT IS
THE FINISH GRADE SHOWN ON CROSS SECTIONS IS THE MINIMUM REQUIRED FLOW
SHOWN HEREIN. REFER TO SPECIFICATIONS FOR SPECIFIC INFORMATION.
ACTUAL STRATA BOUNDARIES BETWEEN BORINGS MAY DIFFER FROM THE CONDITIONS
BASED ON INTERPRETATION OF BORINGS AND GEOTECHNICAL LABORATORY TESTS.
DEPTH TO NATURAL MATERIAL SHOWN ON BORING LOCATIONS ON SECTION SHEETS ARE
SPECIFICATIONS SECTION 01 11 00 FOR MORE INFORMATION.
UTILITIES, AND GRASS COVER TO THE GREATEST EXTENT POSSIBLE. REFER TO
LANDSCAPING, WALKWAYS, TREES, PAVED AREAS, BRIDGES, ADJACENT STRUCTURES,
CONTRACTOR SHALL AVOID DAMAGE TO EXISTING HISTORIC PARK FEATURES,
ALL TREES NOT LABELED AS SHOWN ON THE CD SHEETS ARE UNDER 10" IN SIZE.
SHALL BE SUPERVISED BY A MASSACHUSETTS CERTIFIED ARBORIST.
CONSTRUCTION DETAILS. ALL TREE REMOVAL, TREE PROTECTION, AND PRUNING
ALL TREES AND ROOTS SHALL BE PROTECTED AS REQUIRED IN SPECIFICATIONS AND
RESHAPED AS SIDE SLOPES WITHIN THE RIVER. SEE SPECIFICATIONS FOR MORE DETAIL.
AREAS AND FILLED WITH EXCESS SEDIMENT EXCAVATION AND
STREAM ACCESS AREAS. TEMPORARY ROADS TO BE COMPLETELY REMOVED IN ALL
TEMPORARY ROADS MAY BE CONSTRUCTED FOR TRUCK AND EQUIPMENT ACCESS AND
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1" = 40'
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WF#9-16
WF#9-18
WF#9-19
WF#9-20
WF#9-21
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LEGEND
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N
N
N
WORK
LIMIT OF
(CROSS HATCH)
OF KNOTWEED
APPROX. LIMIT
(DOT HATCH)
OF PHRAGMITIES
APPROX. LIMIT
WORK
LIMIT OF
SEE SHEET GC103
RIVER ACCESS (TYP)
TRIMMING ALONG
TREE/VEGETATION
SACKS
SUPER
(FRCS)
CONTROL STRUCTURE
FLOW RESTRICTION
SCALE: 1" = 40'
SITE PLAN
040 40 80
1" = 40'
GRAPHIC SCALE:
L T
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S
D E
M O
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N P
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RESOURCE AREA
LIMIT OF TOP OF BANK
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LIMIT OF BORDERING
FLOOD ELEVATION
LIMIT OF 100 YR
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LIMIT OF 100 FT
BUFFER ZONE
LIMIT OF 100 FT
L T
H
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M A
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RIVERFRONT AREA
LIMIT OF 100-FT
RIVERFRONT AREA
LIMIT OF 25-FT
RIVERFRONT AREA
LIMIT OF 25-FT
S
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F
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