Seed_TO_Drawings.pdf
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- Attached to
- Raymark Remediation Services IDIQ
- Solicitation number
- W912WJ18R0003
About this file
This is an award notice for an Indefinite Delivery/Indefinite Quantity (IDIQ) remediation services task order contract for Operable Units 3, 4 and 6 of the Raymark Superfund Site in Stratford, Connecticut. The U.S. Army Corps of Engineers, New England District will issue a request for proposal for a single award IDIQ contract with a total value not to exceed $99 million over five years. The work includes project management, investigations, engineering support and design, removal and remedial actions, construction, and operation and maintenance services related to the excavation and disposal of contaminated soils and sediments from the former Raymark Industries facility properties. The contract will be set aside for small businesses. A minimum guarantee of $100,000 will be required over the life of the contract.
Seed Task Order Drawings
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CURRENT
DATE
PREPARED BY:
DRAWING
NUMBER
tel fax www.aecom.com
AECOM
500 Enterprose Drive Suite 3B
Rocky Hill, CT 06067-3913
860.529.8882 860.529.3991
REMEDIAL DESIGN DRAWINGS
60548556.6.2
08/10/18
ISSUED FOR BID
RAYMARK SUPERFUND SITE - SEED PROJECT
STRATFORD, CONNECTICUT
T-01
SHEET TITLE SHEET TITLE SHEET TITLESHEET SHEET
Rev. 0 08/10/2018T-01 COVER SHEET
G-01 GENERAL NOTES AND TYPICAL LEGEND
C-01 SITE PREPARATION / EXISTING CONDITIONS PLAN - PLATE 1
D-01 DETAIL 1
D-02 DETAIL 2
00 2000' 4000'
OU6
WOOSTER
PARK
OU6
380 EAST MAIN STREET
OU-4
FORMER RAYBESTOS
MEMORIAL BALLFIELD
G-02 KEY PLAN
D-03 DETAIL 3
OU6
200 FERRY BOULEVARD
OU6
VACANT LOTS
(BEHIND 326 FERRY BLVD)
C-03 PROPOSED GRADING/RESTORATION PLAN - PLATE 1
C-04 SITE PREPARATION / EXISTING CONDITIONS PLAN - PLATE 2
C-07 SITE PREPARATION / EXISTING CONDITIONS PLAN - PLATE 3
C-05 REMEDIAL EXCAVATION PLAN - PLATE 2
C-08 REMEDIAL EXCAVATION PLAN - PLATE 3
C-06 PROPOSED GRADING/RESTORATION PLAN - PLATE 2
C-09 PROPOSED GRADING/RESTORATION PLAN - PLATE 3
C-10 SITE PREPARATION / EXISTING CONDITIONS PLAN - PLATE 4
C-13 SITE PREPARATION / EXISTING CONDITIONS PLAN - PLATE 5
C-11 REMEDIAL EXCAVATION PLAN - PLATE 4
C-14 REMEDIAL EXCAVATION PLAN - PLATE 5
C-12 PROPOSED GRADING/RESTORATION PLAN - PLATE 4
C-15 PROPOSED GRADING/RESTORATION PLAN - PLATE 5
C-02 REMEDIAL EXCAVATION PLAN - PLATE 1
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CONTROL POINT
N: 607269.788
E: 920154.943
EL: 0.0
AC
ANTENNA
STORM DRAIN
RETAINING WALL
EXISTING PAVEMENT
SHRUB
POOL
MANHOLE
GAS LINE
HYDRANT
HANDHOLE
UTILITY POLE
SIDEWALK
SANITARY SEWER MANHOLE
STREET LIGHT
CATCH BASIN
SANITARY SEWER
PATIO
POST
AIR CONDITIONING UNIT
GUYWIRE
HEDGE
GAS METER
TRANSFORMER
SIGN
RAILROAD
PROPERTY LINE
DECIDUOUS TREE
FLAGPOLE
GAS SHUT OFF
WATER MANHOLE
WATER SHUT OFF
WATER LINE
CULVERT
UNDERGROUND ELECTRIC
OVERHEAD ELECTRIC
SEWER EASEMENT
UNDERGROUND COMMUNICATIONS
BUILDING
STREAM
UNPAVED DRIVEWAY
STONEWALL
EXISTING FENCE
TREE LINE
RUINS
100 YEAR FLOOD BOUNDARY
WETLAND BOUNDARY
N: NORTHING
E: EASTING
EL: ELEVATION
MONITORING WELL
GENERAL NOTES
1. FIELD VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION. IF FIELD CONDITIONS ARE OBSERVED THAT SIGNIFICANTLY VARY FROM THOSE SHOWN
ON THESE DRAWINGS, IMMEDIATELY NOTIFY USACE FOR RESOLUTION OF THE CONFLICTING INFORMATION.
2. MAINTAIN ALL UTILITIES IN THE AREAS AND ON ABUTTING PROPERTY AREAS. LEAVE ALL PIPES, SWALES AND STRUCTURES WITHIN THE LIMIT OF THIS
CONTRACT IN CLEAN AND OPERABLE CONDITION AT THE COMPLETION OF THE WORK. TAKE ALL NECESSARY PRECAUTIONS TO PREVENT SAND AND
SILT FROM DISTURBED AREAS FROM ENTERING THE STORMWATER DRAINAGE SYSTEM. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO EXISTING
UTILITIES RESULTING FROM CONSTRUCTION ACTIVITIES AND WILL MAKE REPAIRS THAT COMPLY WITH REQUIREMENTS OF OWNER OR RESPECTIVE
UTILITY COMPANY.
3. A PORTION OF THIS PROJECT LIES WITHIN SPECIAL FLOOD HAZARD AREA ZONE AE, BASE FLOOD ELEVATIONS (BFE) DETERMINED AS DEPICTED IN
FLOOD PROFILE DATA IN THE FLOOD INSURANCE STUDY DATA FAIRFIELD COUNTY, CONNECTICUT ALL JURISDICTIONS PANELS 434 AND 453 OF 626, MAP
NUMBERS 09001C0434G AND 09001C0453G EFFECTIVE DATE JULY 8, 2013. REFER TO DRAWING FOR PLATE SPECIFIC BFE.
4. ALL WORK SHALL CONFORM TO THE “STANDARD PLANS AND SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" (GREENBOOK), LATEST EDITION, INCLUDING SUPPLEMENTS, TO THE TOWN OF STRATFORD STANDARD PLANS & SPECIFICATIONS. IN THE EVENT THAT CONFLICT ARISES BETWEEN
PROJECT SPECIFICATIONS AND DRAWINGS, THE CONTRACTOR SHALL SEEK CLARIFICATION FROM USACE.
5. CONTRACTOR SHALL IMPLEMENT ALL CITY, COUNTY, STATE, FEDERAL JOB SITE SAFETY AND SITE SPECIFIC REQUIREMENTS AS THEY RELATE TO DUST
CONTROL, EQUIPMENT MOVEMENT, NOISE, HOURS OF WORK AND CONSTRUCTION HAZARDOUS MATERIALS AND SHALL MINIMIZE ANY INCONVENIENCE
TO THE PUBLIC.
6. THE CONTRACTOR SHALL NOT CONDUCT ANY OPERATIONS OR PERFORM ANY WORK PERTAINING TO THE PROJECT BETWEEN THE HOURS OF 6:00 P.M.
AND 7:00 A.M. ON ANY DAY NOR ON SATURDAY, SUNDAY OR ANY HOLIDAY AT ANY TIME WITHOUT PRIOR USACE APPROVAL IN WRITING.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING THE PROPOSED WORK AREA OF ALL DELETERIOUS MATTER PER THE FINAL APPROVED
GRADING PLAN.
8. CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL UNDERGROUND UTILITY LINES OR STRUCTURES WHETHER SHOWN OR NOT SHOWN ON THIS PLAN, AND SHALL BE RESPONSIBLE FOR PROTECTING THEM FROM DAMAGE. IN THE EVENT THAT A CONTRACTOR CAUSES DAMAGE IN ANY WAY TO THE
EXISTING UNDERGROUND UTILITIES THE CONTRACTOR SHALL BEAR THE TOTAL COSTS OF REPAIR OR REPLACEMENT.
9. CONTRACTOR SHALL PREPARE SWPPP CONSISTENT WITH CONSTRUCTION GENERAL PERMIT REQUIREMENTS. NO CONSTRUCTION GENERAL PERMIT IS
REQUIRED, BUT TOWN OF STRATFORD, CT MAY REVIEW PREPARED PLAN.
10. THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO PROTECT ADJACENT PROPERTIES FROM ANY AND ALL DAMAGE THAT
MAY OCCUR FROM STORM WATER RUNOFF AND/OR ANY DEPOSIT OF WATER RUNOFF AND/OR DEBRIS RESULTING FROM ANY AND ALL WORK IN
CONNECTION WITH CONSTRUCTION.
11. TREES, FOLIAGE, SIGNS, AND OTHER IMPROVEMENTS SHALL BE PROTECTED IN PLACE AND ANY DAMAGE TO EXISTING IMPROVEMENTS SHALL BE
REPAIRED OR REPLACED IN KIND TO THE SATISFACTION OF THE OWNER/USACE.
12. NO EXCAVATIONS, REGARDLESS OF DEPTH OR WIDTH AND WHETHER ON-SITE OR OFF-SITE, MAY BE LEFT OPEN OVERNIGHT UNLESS EXCAVATION IS
SECURED WITH APPROPRIATELY BALLASTED PHYSICAL BARRIERS INSTALLED ON EXPOSED SOILS.
13. THE CONTRACTOR SHALL BE RESPONSIBLE DURING ALL PHASES OF THE WORK TO PROVIDE FOR PUBLIC SAFETY AND CONVENIENCE. THE
CONTRACTOR SHALL ESTABLISH ADEQUATE ACCESS TO DRIVEWAYS AT THE END OF EACH WORKING DAY TO THE SATISFACTION OF THE OWNER /
USACE.
14. CONTRACTOR SHALL COMPLY WITH THESE REQUIREMENTS AND USACE'S DIRECTIONS DURING THE COURSE OF CONSTRUCTION.
15. "CALL BEFORE YOU DIG" SHALL BE NOTIFIED AT 811 AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION FOR THE PROPOSED PROJECT WORK. ALSO
CONTACT TOWN OF STRATFORD AND ConnDOT WITHIN WHOSE JURISDICTION THE WORK IS TO BE PERFORMED.
16. CONSTRUCTION SCHEDULES SHALL INCLUDE UTILITY ALTERATION, ADJUSTMENT AND RELOCATION DURATIONS AS REQUIRED INCLUDING LEAD TIMES
FROM ALL PRIVATE UTILITY COMPANIES. NO TIME EXTENSIONS WILL BE AWARDED IF THE CONTRACTOR FAILS TO PROVIDE THE NECESSARY LEAD TIME
AS REQUIRED BY EACH.
17. NO CLEARING SHALL BE CONDUCTED BETWEEN JUNE 1 AND JULY 31.
18. TRUCKS SHALL NOT PARK OR IDLE ON PUBLIC ROADWAYS.
19. CONTRACTOR SHALL KEEP THE SITE FREE FROM DUST, IN ACCORDANCE WITH CONTRACTOR'S AIR MONITORING PLAN, UNTIL RESTORATION IS
COMPLETE. WORK SHUTDOWNS DUE TO CONTRACTOR'S INABILITY TO CONTROL DUST SHALL NOT BE GROUNDS FOR STANDBY TIME.
20. THE CONTRACTOR SHALL DEVELOP AND IMPLEMENT AN AIR MONITORING PLAN FOR THIS PROJECT. THIS PLAN SHALL BE IMPLEMENTED AT ALL
PROPERTIES. REQUIREMENTS FOR THIS PLAN ARE LOCATED IN THE CONTRACT SPECIFICATIONS. A AIR MONITORING PLAN SHALL BE APPROVED BY
USACE PRIOR TO CONTRACTOR'S MOBILIZATION. THE CONTRACTOR WILL BE RESPONSIBLE TO RESPOND TO EXCEEDANCES OF THE AIR QUALITY
PARAMETERS ALERT AND ACTION LEVELS AND SHALL BE AWARE THAT EARTHWORK ACTIVITIES MAY BE REQUIRED TO BE SUSPENDED OR REVISED
BASED ON THESE LEVELS.
21. WHENEVER POSSIBLE, CONTRACTOR SHALL USE LOW SULFUR DIESEL TO FUEL EQUIPMENT AND VEHICLES.
22. PLANTING SHALL BE CONDUCTED FROM APRIL 15 TO JUNE 1, AND SEPTEMBER 15 TO OCTOBER 15.
EROSION CONTROL NOTES:
1. INSTALL ALL EROSION CONTROL MEASURES SHOWN, SPECIFIED AND REQUIRED BY THE USACE PRIOR TO ANY CONSTRUCTION OR IMMEDIATELY UPON
REQUEST. MAINTAIN ALL SUCH CONTROL MEASURES UNTIL FINAL SURFACE TREATMENTS ARE IN PLACE AND/OR UNTIL PERMANENT VEGETATION IS
ESTABLISHED.
2. FINE GRADE AND IMMEDIATELY SEED ALL SIDE SLOPES, SHOULDER AREAS, AND DISTURBED VEGETATED AREAS. ALL GRADING TO BE A MAXIMUM SLOPE
OF 2:1, COMPACTED, AND STABILIZED. SLOPES GREATER THAN 3:1 SHALL RECEIVE EROSION CONTROL BLANKET, UNLESS OTHERWISE INDICATED ON
DRAWINGS.
3. REMOVE AND DISPOSE OF ALL SILT TRAPPED AT BARRIERS. RESTORE ALL DISTURBED AREAS TO PRE-CONSTRUCTION CONDITIONS.
4. NO MATERIALS SHALL BE ALLOWED TO BE TRACKED ON PUBLIC RIGHT-OF-WAYS. IF MATERIAL ARE TRACKED ON PUBLIC RIGHT-OF-WAYS, CONTRACTOR
SHALL IMMEDIATELY CLEANUP AND CONTACT USACE TO APPROVE CLEANUP AND DOCUMENT THAT HAS BEEN COMPLETED.
5. ALL STOCKPILES SHALL CONFORM TO DETAILS IN THIS DRAWING SET UNLESS ALTERNATE DESIGN APPROVED BY USACE IN WRITING.
6. THE CONTRACTOR SHALL PROVIDE EROSION PROTECTION AND SILTATION BARRIERS TO PROTECT WORK IN WETLANDS AND IN THE 100' WETLAND
BUFFER ZONES. BARRIERS ARE TO BE PLACED 5' FROM THE BOTTOM OR TOP OF SLOPE AND / OR AS REQUIRED BY THE SPECIFICATIONS OR AS
DIRECTED BY USACE.
7. STORM DRAIN INLET PROTECTION SHALL BE PLACED TEMPORARILY AT EXISTING CATCH BASINS WITHIN THE PROJECT LIMITS AND AS REQUIRED BY
USACE. STORM DRAIN INLET PROTECTION MATERIALS SHOULD BE INSPECTED ON A WEEKLY BASIS (AND AFTER EACH STORM EVENT) THROUGHOUT
THE DURATION OF THE PROJECT, CLEARED OF DEBRIS AND REPLACED OR RESTORED AS DEEMED NECESSARY BY USACE. STORM DRAIN INLET
PROTECTION MATERIALS SHALL BE REMOVED AFTER SITE HAS BEEN STABILIZED.
8. TOPSOIL AND SEED ALL DISTURBED AREAS UPON PROJECT COMPLETION UNLESS OTHERWISE SPECIFIED.
GENERAL CONSTRUCTION SCHEDULE:
1. OBTAIN CALL BEFORE YOU DIG TICKET;
2. OBTAIN ACCESS AGREEMENTS FROM USACE FOR WORK ACTIVITIES;
3. MOBILIZE EQUIPMENT AND PERSONNEL NEEDED TO COMPLETE WORK ACTIVITIES;
4. INSTALL SITE SECURITY;
5. PREMARK EXCAVATION LIMITS;
6. INSTALL EROSION CONTROL DEVICES AS SHOWN IN DRAWINGS;
7. CLEAR, GRUB AND REMOVE VEGETATION AT LOCATIONS SHOWN ON DRAWINGS. MINIMIZE SOIL DISRUPTION WHEN CLEARING THE SITE OF
VEGETATION;
COMPLETE SITE PREPARATION ACTIVITIES INCLUDING CONSTRUCTION OF STABILIZED CONSTRUCTION ENTRANCES, ACCESS ROADS,
8. COMPLETE SITE PREPARATION ACTIVITIES INCLUDING CONSTRUCTION OF STABILIZED CONSTRUCTION ENTRANCES, ACCESS ROADS, DECONTAMINATION PAD(S), LAYDOWN/STAGING AREAS, ADJUST CONTROL AND MONITORING STATION;
9. INSTALL DEWATERING FACILITIES IF NEEDED, TO MANAGE STORMWATER;
10. EXCAVATE SITE MATERIALS AS SHOWN ON DRAWINGS. BE PROACTIVE WITH REGARDS TO CONTROLLING DUST, ODOR AND NOISE;
11. TRANSPORT EXCAVATED MATERIAL, VIA SEALED/GASKETED TRUCK BEDS, TO EITHER OU4 OR OFFSITE DISPOSAL FACILITY, AS SHOWN IN DRAWINGS;
12. INSTALL ORANGE DEMARCATION GEOTEXTILE AT BASE OF EXCAVATION AFTER APPROVAL BY USACE AND PRIOR TO BACKFILLING;
13. BACKFILL EXCAVATION AS SHOWN IN DETAIL DRAWINGS;
14. MATERIAL SENT TO OU4 SHALL BE ROUGH GRADED AND COMPACTED AS DIRECTED ON THE DRAWINGS AND IN THE SPECIFICATIONS. AT COMPLETION
OF ROUGH GRADING, THE INTERIM 10 MIL REINFORCED POLYETHYLENE SHEET COVER SYSTEM SHALL BE INSTALLED, AND BALLASTED;
15. RESTORE SITE TO PRE-EXISTING CONDITION OR BETTER; AND
16. DEMOBILIZE EQUIPMENT, FACILITIES AND PERSONNEL.
PLAN REFERENCES:
1. NOBIS ENGINEERING INC.. 2016. FEASIBILITY STUDY RAYMARK INDUSTRIES, INC. SUPERFUND SITE OPERABLE UNIT 4 STRATFORD, CONNECTICUT.
2. NOBIS ENGINEERING INC.. 2016. FEASIBILITY STUDY RAYMARK INDUSTRIES, INC. SUPERFUND SITE OPERABLE UNIT 6 STRATFORD, CONNECTICUT.
3. EPA NEW ENGLAND REGION 1. SEPTEMBER 2016. RAYMARK INDUSTRIES, INC. SUPERFUND SITE RECORD OF DECISION FOR FINAL REMEDY AT
OPERABLE UNIT 2 (GROUNDWATER), INCLUDING VAPOR MITIGATION ACTIONS; AND FINAL SOURCE CONTROL ACTIONS FOR OPERABLE UNIT 3 (UPPER
FERRY CREEK), OPERABLE UNIT 4 (RAYBESTOS MEMORIAL FIELD), OPERABLE UNIT 6 (ADDITIONAL PROPERTIES) AND MODIFICATION TO THE OU1
REMEDY STRATFORD, CONNECTICUT.
SURVEY NOTES:
1. BASE MAPPING PREPARED BY GM2 ASSOCIATES INC., AND FROM FIELD SURVEYS TITLED:
1.1. TOPOGRAPHIC/PROPERTY SURVEY, 380 EAST MAIN STREET STRATFORD, CONNECTICUT DATED JANUARY, 2018. PLATE 1
1.2. TOPOGRAPHIC/PROPERTY SURVEY, WOOSTER PARK QUAIL STREET AND FREEMAN AVENUE STRATFORD, CONNECTICUT
DATED DECEMBER, 2017. PLATE 2
1.3. TOPOGRAPHIC/PROPERTY SURVEY, FERRY BOULEVARD, WILLOW STREET, HOUSATONIC AVENUE, BROAD STREET
STRATFORD, CONNECTICUT DATED JANUARY, 2018. PLATE 3 & 4
1.4. TOPOGRAPHIC/PROPERTY SURVEY, 100 FROG POND LANE & FROG POND LANE STRATFORD, CONNECTICUT DATED
JANUARY, 2018. PLATE 5
2. HORIZONTAL CONTROLS BASED ON THE CONNECTICUT STATE PLANE COORDINATE SYSTEM, NAD 83, US SURVEY - FEET.
3. ALL ELEVATIONS ARE BASED ON NAVD 88 - FEET
ACRONYMS:
AKA ALSO KNOW AS
BFE BASE FLOOD ELEVATION
C/C CENTER TO CENTER
ConnDOT CONNECTICUT DEPARTMENT OF TRANSPORTATION
FT. FEET
NAD 83 NORTH AMERICAN DATUM OF 1983
NAVD 88 NORTH AMERICAN VERTICAL DATUM OF 1988
OU OPERABLE UNIT
PCBS POLYCHLORINATED BIPHENYLS
PHC PRINCIPAL HAZARDOUS CONSTITUENTS
USACE UNITED STATES ARMY CORPS OF ENGINEERS, NEW ENGLAND DISTRICT
00 1000' 2000'
GENERAL NOTES AND TYPICAL
LEGEND
I
S
S
U
E
D
F
O
R
B
I
D
G-01
Printed on ___% Post-Consumer
Recycled Content Paper
REFERENCE
REGISTRATION
CONSULTANT
CLIENT
PROJECT
PROJECT NUMBER
A N
S x
SHEET TITLE
SHEET NUMBER
P r o j e c t
M a n a g e m e n t
I n i t i a l s
D e s i g n e r
C h e c k e d
A p p r o v e d tel fax www.aecom.com
AECOM
500 Enterprose Drive Suite 3B
Rocky Hill, CT 06067-3913
860.529.8882 860.529.3991
REMEDIAL DESIGN DRAWINGS
SEED PROJECT
RAYMARK SUPERFUND SITE
Stratford, Connecticut
08/10/2018
Date
R DATE DESCRIPTION
ISSUE/REVISION
0 08/10/18 ISSUED FOR BID
60548556.6.2
LEGEND
AutoCAD SHX Text M
AutoCAD SHX Text S
AutoCAD SHX Text O
AutoCAD SHX Text G
AutoCAD SHX Text W
AutoCAD SHX Text O
AutoCAD SHX Text S
AutoCAD SHX Text W
AutoCAD SHX Text S
LEGEND
OU-4 LIMIT
OU-6 SEED PROPERTY LIMIT
PLATE BOUNDARY
PARCEL
00 700' 1400'
KEY PLAN
I
S
S
U
D
G-02
Printed on ___% Post-Consumer
Recycled Content Paper
REFERENCE
REGISTRATION
CONSULTANT
CLIENT
PROJECT
PROJECT NUMBER
A N
S x
SHEET TITLE
SHEET NUMBER
P r o j e c t
M a n a g e m e n t
I n i t i a l s
D e s i g n e r
C h e c k e d
A p p r o v e d tel fax www.aecom.com
AECOM
500 Enterprose Drive Suite 3B
Rocky Hill, CT 06067-3913
860.529.8882 860.529.3991
REMEDIAL DESIGN DRAWINGS
SEED PROJECT
RAYMARK SUPERFUND SITE
Stratford, Connecticut
08/10/2018
Date
R DATE DESCRIPTION
ISSUE/REVISION
0 08/10/18 ISSUED FOR BID
60548556.6.2
380 EAST MAIN STREET
OU-4
FORMER RAYBESTOS
MEMORIAL BALLFIELD
WOOSTER
PARK
PLATE 5
PLATE 1
PLATE 2
200 FERRY BOULEVARD
VACANT LOTS
(BEHIND 326 FERRY BLVD)
PLATE 3
PLATE 4
P
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AC UNIT SHALL REMAIN IN SERVICE. CONTRACTOR
SHALL STATE, IN CONTRACTOR'S PLAN, HOW THIS
WILL BE ACCOMPLISHED AND RESTORED.
CONTRACTOR SHALL PROTECT TREE TO
THE EXTENT PRACTICABLE
SITE ACCESS
PROPOSED SEED PROJECT
LIMITS OF EXCAVATION
LIMITS OF CLEARING
CONTRACTOR SHALL HAVE A LICENSED
STRUCTURAL ENGINEER DEVELOP A WRITTEN
PLAN FOR WORKING AROUND BUILDING AND
WALL FOUNDATIONS, TO BE REVIEWED BY
USACE. USACE'S REVIEW OF THE PLAN WILL BE
FOR INFORMATIONAL PURPOSES ONLY. PHOTO
DOCUMENTATION OF EXISTING FOUNDATION
CONDITION SHALL BE INCLUDED IN THE PLAN.
TRUCK
STAGING
AREA
BFE 10'
JERSEY BARRIER TO
CONSTRUCTION
FENCE TRANSITION
D-01
DECONTAMINATION PAD
D-02
TEMPORARY CONSTRUCTION FENCE
D-01
EROSION CONTROL
D-02
TEMPORARY JERSEY BARRIER WITH FENCE
D-02
TEMPORARY CONSTRUCTION FENCE GATE
LIMITS OF
CRUSHED STONE
LIMIT OF WORK
380 EAST MAIN STREET
390 EAST MAIN STREET
EXISTING
CRUSHED STONE
EXISTING
CRUSHED STONE
E X
I S
T I N
G
C R
U S
H E
D
S
T O
N E
E X
I S
T I N
G
C R
U S
H E
D
S
T O
N E
PROPOSED TRUCK
TURN AROUND
AREA
FEMA ZONE AE (ELEVATION 10' NAVD88)
SF
P
L
JB
LEGEND:
TEMPORARY CONSTRUCTION FENCE
EROSION CONTROL
AREA OF RAYMARK WASTE
PROPERTY LINE
TEMPORARY JERSEY BARRIER WITH FENCE
SITE ACCESS ROUTING
LIMITS OF CLEARING
LIMIT OF WORK
Printed on ___% Post-Consumer
Recycled Content Paper
REFERENCE
REGISTRATION
CONSULTANT
CLIENT
PROJECT
PROJECT NUMBER
A N
S x
SHEET TITLE
SHEET NUMBER
P r o j e c t
M a n a g e m e n t
I n i t i a l s
D e s i g n e r
C h e c k e d
A p p r o v e d tel fax www.aecom.com
AECOM
500 Enterprose Drive Suite 3B
Rocky Hill, CT 06067-3913
860.529.8882 860.529.3991
REMEDIAL DESIGN DRAWINGS
SEED PROJECT
RAYMARK SUPERFUND SITE
Stratford, Connecticut
08/10/2018
Date
R DATE DESCRIPTION
ISSUE/REVISION
0 08/10/18 ISSUED FOR BID
60548556.6.2
SITE PREPARATION / EXISTING
CONDITIONS PLAN - PLATE 1
I
S
S
U
D
00 10' 20'
00 1000' 2000'
KEY MAP
C-01
PLATE 1
380 EAST MAIN STREET
OU4
NOTES:
1. FOR GENERAL NOTES AND TYPICAL LEGEND SEE SHEET G-01.
2. CONTRACTOR SHALL USE LAYDOWN AREA ON OU4 TO SUPPORT THE EXCAVATION ACTIVITIES
ON THIS SHEET.
3. NO CONSTRUCTION TRAFFIC SHALL TRAVEL ON PATTERSON AVENUE.
4. SITE FEATURE LAYOUTS ARE FOR ILLUSTRATION PURPOSES. CONTRACTOR MAY PROPOSE
ALTERNATIVE LAYOUT, SUBJECT TO USACE APPROVAL.
5. ALL CLEARING ACTIVITIES SHALL BE IN ACCORDANCE WITH CTDEEP EMERALD ASH BORER
REGULATIONS.
6. AFTER SITE RESTORATION IS COMPLETED, CONTRACTOR SHALL PHOTO DOCUMENT THE
CONDITION OF FOUNDATION.
PLATE 5
AutoCAD SHX Text
CONC PADS WITH AC UNIT
AutoCAD SHX Text
SIDEWALK
EAST MAIN STREET
E P
E P
E P
E P
E P
E P
E P
E P
E P
E P
E P
EPEP
X X
X X
X
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X
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LIMITS OF EXCAVATION
BFE 10'
S
F
S
F
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F
S F
S F
S F
S
F
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F
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F
JBJBJBJBJBJBJB
JB
N: 635754.639
E: 898817.754
EL: 9.2
N: 635762.437
E: 898815.059
EL: 9.1
N: 635768.451
E: 898832.461
EL: 6.5
N: 635760.653
E: 898835.156
EL: 6.7
PROPOSED LIMIT OF
STACKED CRUSHED
STONE
AC UNIT SHALL REMAIN IN SERVICE.
CONTRACTOR SHALL STATE, IN
CONTRACTOR'S PLAN, HOW THIS WILL BE
ACCOMPLISHED AND RESTORED.
CONTRACTOR SHALL HAVE A LICENSED
STRUCTURAL ENGINEER DEVELOP A WRITTEN
PLAN FOR WORKING AROUND BUILDING AND
WALL FOUNDATIONS, TO BE REVIEWED BY
USACE. USACE'S REVIEW OF THE PLAN WILL BE
FOR INFORMATIONAL PURPOSES ONLY. PHOTO
DOCUMENTATION OF EXISTING FOUNDATION
CONDITION SHALL BE INCLUDED IN THE PLAN.
380 EAST MAIN STREET
390 EAST MAIN STREET
CRUSHED STONE
C R
U S
H E
D
S
T O
N E
LIMITS OF
CRUSHED STONE
FEMA ZONE AE (ELEVATION 10' NAVD88)
SF
P
L
JB
LEGEND:
TEMPORARY CONSTRUCTION FENCE
EROSION CONTROL
AREA OF RAYMARK WASTE
PROPERTY LINE
TEMPORARY JERSEY BARRIER WITH FENCE
Printed on ___% Post-Consumer
Recycled Content Paper
REFERENCE
REGISTRATION
CONSULTANT
CLIENT
PROJECT
PROJECT NUMBER
A N
S x
SHEET TITLE
SHEET NUMBER
P r o j e c t
M a n a g e m e n t
I n i t i a l s
D e s i g n e r
C h e c k e d
A p p r o v e d tel fax www.aecom.com
AECOM
500 Enterprose Drive Suite 3B
Rocky Hill, CT 06067-3913
860.529.8882 860.529.3991
REMEDIAL DESIGN DRAWINGS
SEED PROJECT
RAYMARK SUPERFUND SITE
Stratford, Connecticut
08/10/2018
Date
R DATE DESCRIPTION
ISSUE/REVISION
0 08/10/18 ISSUED FOR BID
60548556.6.2
REMEDIAL EXCAVATION PLAN -
PLATE 1
I
S
S
U
D
00 10' 20'
C-02
NOTES:
1. FOR GENERAL NOTES AND TYPICAL LEGEND SEE SHEET G-01.
2. CONTRACTOR SHALL EXCAVATE AND LIVE LOAD TO LIMITS SHOWN ON DRAWING.
3. TRUCKS SHALL BE LOADED ON 10 MIL REINFORCED POLYETHYLENE CONTINUOUS SHEET.
4. TRUCKS SHALL BE DECONTAMINATED AND SEAL CHECKED PRIOR TO LEAVING SITE.
5. NO TRUCKS WITH FREE LIQUID WILL BE ALLOWED TO LEAVE SITE.
6. EXCAVATE AND STACK EXISTING CRUSHED STONE, WITHIN EXCAVATION LIMITS AND ABOVE THE
GEOTEXTILE FABRIC, AND PLACE WITHIN LIMIT SHOWN ON DRAWING. EXHUMED CRUSHED
STONE SHALL BE SALVAGED FOR SITE RESTORATION.
7. ALL EXCAVATED MATERIAL, EXCEPT STACKED CRUSHED STONE, SHALL BE TRANSPORTED TO
OU4 CONSOLIDATION AREA VIA FROG POND LANE ENTRANCE.
8. ESTIMATED EXCAVATION VOLUME IS 40 CUBIC YARDS.
9. EXCAVATION SLOPING INDICATED ON DRAWING IS 1 VERTICAL TO 1 HORIZONTAL. CONTRACTOR
SHALL LIMIT SLOPING AND BENCHING ALONG LIMITS OF EXCAVATION TO THE EXTENT
PRACTICABLE.
10. NO POST EXCAVATION CONFIRMATORY SAMPLES WILL BE REQUIRED.
11. CONTRACTOR WILL BE RESPONSIBLE FOR ALL EXPENSES ASSOCIATED WITH CLEAN UP OF
WASTE MATERIAL DEPOSITED OUTSIDE OF THE EXCAVATION FOOTPRINT.
12. DAMAGE TO EXISTING PAVEMENT WILL BE REPAIRED AT CONTRACTOR EXPENSE.
00 1000' 2000'
KEY MAP
PLATE 1
380 EAST MAIN STREET
OU4
PLATE 5
AutoCAD SHX Text
CONC PADS WITH AC UNIT
AutoCAD SHX Text
SIDEWALK
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EAST MAIN
STREET
EAST MAIN
STREET
RETAINING WALL SHALL BE RETURNED TO
PRECONSTRUCTION CONDITION IF ALTERED
DURING CONSTRUCTION
D-03
CRUSHED STONE RESTORATION
S
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S
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S F
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S F
S
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S
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F
BFE 10'
CRUSHED STONE
C R
U S
H E
D
S
T O
N E
D-03
MULCH RESTORATION
CONCRETE SLAB TO BE REINSTALLED AND
LEVELED OR REPLACED IN KIND. CONTRACTOR
SHALL STATE, IN CONTRACTOR'S PLAN, HOW
THE CONTRACTOR PLANS ON ACCOMPLISHING
THIS.
N: 635770.500
E: 898834.500
EL: 8.4
N: 635757.705
E: 898839.144
EL: 9.3
N: 635749.545
E: 898815.282
EL: 13.1
N: 635764.227
E: 898810.209
EL: 11.9
IF TREE CANNOT BE SAVED, TREE SHALL BE
REPLACED AS DESCRIBED IN PLANTING SCHEDULE
LIMITS OF
CRUSHED STONE
SF
P
L
EROSION CONTROL
PROPERTY LINE
FEMA ZONE AE (ELEVATION 10' NAVD88)
LEGEND:
CRUSHED STONE RESTORATION
MULCH RESTORATION
PLANTING SCHEDULE
PLANT No. TYPE SIZE
WHITE OAK
SPACING DETAIL
D-03
3" - 3.5" CALIPER
WHITE OAK
PLANTING LEGEND
Printed on ___% Post-Consumer
Recycled Content Paper
REFERENCE
REGISTRATION
CONSULTANT
CLIENT
PROJECT
PROJECT NUMBER
A N
S x
SHEET TITLE
SHEET NUMBER
P r o j e c t
M a n a g e m e n t
I n i t i a l s
D e s i g n e r
C h e c k e d
A p p r o v e d tel fax www.aecom.com
AECOM
500 Enterprose Drive Suite 3B
Rocky Hill, CT 06067-3913
860.529.8882 860.529.3991
REMEDIAL DESIGN DRAWINGS
SEED PROJECT
RAYMARK SUPERFUND SITE
Stratford, Connecticut
08/10/2018
Date
R DATE DESCRIPTION
ISSUE/REVISION
0 08/10/18 ISSUED FOR BID
60548556.6.2
RESTORATION - PLATE 1
I
S
S
U
D
00 10' 20'
C-03
NOTES:
1. FOR GENERAL NOTES AND TYPICAL LEGEND SEE SHEET G-01.
2. CONTRACTOR SHALL RESTORE SITE TO PRE-EXISTING CONDITION OR BETTER.
3. CONTRACTOR TO USE SALVAGED CRUSHED STONE MATERIAL PRIOR TO ORDERING MORE
CRUSHED STONE FOR SITE RESTORATION.
4. EROSION CONTROL MEASURES SHALL BE MAINTAINED UNTIL CONSTRUCTION AREA HAS BEEN
STABILIZED.
5. NO CONSTRUCTION MATERIALS OR DEBRIS SHALL REMAIN ONSITE AFTER CONSTRUCTION
ACTIVITIES ARE COMPLETE.
6. AFTER SITE RESTORATION IS COMPLETED, CONTRACTOR SHALL PHOTO DOCUMENT THE
CONDITION OF FOUNDATION.
7. MULCH COLOR: BLACK
00 1000' 2000'
KEY MAP
PLATE 1
380 EAST MAIN STREET
OU4
PLATE 5
AutoCAD SHX Text
CONC PADS WITH AC UNIT
AutoCAD SHX Text
SIDEWALK
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36" RCP
FL = 91.7
21" TREE
12" TREE
12" TREE
18" TREE
30" TREE
15" TREE
15" TREE
12" TREE
15" TWIN
12" TREE
18" TWIN
36" TREE
18" TREE
18" TREE
36" TREE
12" TREE
24" TREE
18" TWIN
30" TREE
15" TREE
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BFE 98'
BFE 98'
WETLAND BOUNDARY
JERSEY BARRIER TO
CONSTRUCTION FENCE
TRANSITION
LIMIT OF CLEARING
PROPOSED SEED PROJECT
LIMITS OF EXCAVATION
TRUCK
STAGING
AREA
JERSEY BARRIER TO
CONSTRUCTION FENCE
TRANSITION
D-02
TEMPORARY CONSTRUCTION FENCE
D-01
EROSION CONTROL
D-02
TEMPORARY JERSEY BARRIER WITH FENCE
D-01
CONSTRUCTION ENTRANCE
D-01
DECONTAMINATION PAD
D-02
TEMPORARY CONSTRUCTION FENCE GATE
LIMIT OF WORK
100 FT. WETLAND BUFFER
WOOSTER
PARK
B
R
U
C
O
O
K
FEMA ZONE AE (ELEVATION 10' NAVD88)
WETLAND BOUNDARY
WATERWAY
100 FT. WETLAND BUFFER
SF
P
L
JB
LEGEND:
TEMPORARY CONSTRUCTION FENCE
EROSION CONTROL
AREA OF RAYMARK WASTE
PROPERTY LINE
TEMPORARY JERSEY BARRIER WITH FENCE
SITE ACCESS ROUTING
LIMITS OF CLEARING
LIMIT OF WORK
Printed on ___% Post-Consumer
Recycled Content Paper
REFERENCE
REGISTRATION
CONSULTANT
CLIENT
PROJECT
PROJECT NUMBER
A N
S x
SHEET TITLE
SHEET NUMBER
P r o j e c t
M a n a g e m e n t
I n i t i a l s
D e s i g n e r
C h e c k e d
A p p r o v e d tel fax www.aecom.com
AECOM
500 Enterprose Drive Suite 3B
Rocky Hill, CT 06067-3913
860.529.8882 860.529.3991
REMEDIAL DESIGN DRAWINGS
SEED PROJECT
RAYMARK SUPERFUND SITE
Stratford, Connecticut
08/10/2018
Date
R DATE DESCRIPTION
ISSUE/REVISION
0 08/10/18 ISSUED FOR BID
60548556.6.2
SITE PREPARATION / EXISTING
CONDITIONS PLAN - PLATE 2
I
S
S
U
D
00 20' 40'
00 1000' 2000'
KEY MAP
WOOSTER
PARK
C-04
PLATE 2
FEMA ZONE AE (ELEVATION 98' NAVD88)
NOTES:
1. FOR GENERAL NOTES AND TYPICAL LEGEND SEE SHEET G-01.
2. CONTRACTOR SHALL USE LAYDOWN AREA ON OU4 TO SUPPORT THE EXCAVATION ACTIVITIES
ON THIS SHEET.
3. THE WORK AREA IS WITHIN THE FEMA 100 YEAR FLOOD PLAIN.
4. SITE FEATURE LAYOUTS ARE FOR ILLUSTRATION PURPOSES. CONTRACTOR MAY PROPOSE
ALTERNATIVE LAYOUT, SUBJECT TO USACE APPROVAL.
5. ALL CLEARING ACTIVITIES SHALL BE IN ACCORDANCE WITH CTDEEP EMERALD ASH BORER
REGULATIONS.
6. CONTRACTOR SHALL SAVE THREE (3) 10' -15' LOGS, FROM CLEARING ACTIVITIES, TO BE USED IN
SITE RESTORATION.
AutoCAD SHX Text
FREEMAN AVENUE
QUAIL STREET
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21" TREE
12" TREE
12" TREE
18" TREE
30" TREE
15" TREE
15" TREE
12" TREE
15" TWIN
12" TREE
18" TWIN
36" TREE
18" TREE
18" TREE
36" TREE
12" TREE
24" TREE
18" TWIN
30" TREE
15" TREE
J
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N: 640168.285
E: 892326.568
EL: 93.5
N: 640177.616
E: 892319.190
EL: 93.9
N: 640189.118
E: 892331.560
EL: 89.9
N: 640183.693
E: 892337.853
EL: 91.5
N: 640056.369
E: 892236.638
EL: 93.5
N: 640079.526
E: 892236.508
EL: 93.0
N: 640082.130
E: 892214.806
EL: 93.4
N: 640085.819
E: 892203.521
EL: 93.7
N: 640093.415
E: 892191.586
EL: 93.8
N: 640116.201
E: 892193.973
EL: 93.4
N: 640152.660
E: 892226.742
EL: 93.6
N: 640161.774
E: 892251.264
EL: 93.8
N: 640155.481
E: 892262.549
EL: 93.8
N: 640137.252
E: 892272.532
EL: 93.5
N: 640131.609
E: 892278.391
EL: 93.5
N: 640141.592
E: 892293.148
EL: 93.7
N: 640156.566
E: 892304.433
EL: 93.7
N: 640150.706
E: 892313.981
EL: 93.6
N: 640118.154
E: 892315.067
EL: 93.2
N: 640086.687
E: 892324.181
EL: 93.4
N: 640064.552
E: 892311.811
EL: 93.1
N: 640067.590
E: 892304.216
EL: 92.9
N: 640065.420
E: 892291.195
EL: 93.0
N: 640057.306
E: 892291.427
EL: 93.1
S
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F
WETLAND
BOUNDARY
BFE 98'
BFE 98'
LIMITS OF
EXCAVATION
LIMITS OF
EXCAVATION
WOOSTER
PARK
B
R
U
O
O
K
100 FT. WETLAND
BUFFER
SF
P
L
JB
LEGEND:
TEMPORARY CONSTRUCTION FENCE
EROSION CONTROL
AREA OF RAYMARK WASTE
PROPERTY LINE
TEMPORARY JERSEY BARRIER WITH FENCE
WATERWAY
FEMA ZONE AE (ELEVATION 98' NAVD88)
WETLAND BOUNDARY
100 FT. WETLAND BUFFER
Printed on ___% Post-Consumer
Recycled Content Paper
REFERENCE
REGISTRATION
CONSULTANT
CLIENT
PROJECT
PROJECT NUMBER
A N
S x
SHEET TITLE
SHEET NUMBER
P r o j e c t
M a n a g e m e n t
I n i t i a l s
D e s i g n e r
C h e c k e d
A p p r o v e d tel fax www.aecom.com
AECOM
500 Enterprose Drive Suite 3B
Rocky Hill, CT 06067-3913
860.529.8882 860.529.3991
REMEDIAL DESIGN DRAWINGS
SEED PROJECT
RAYMARK SUPERFUND SITE
Stratford, Connecticut
08/10/2018
Date
R DATE DESCRIPTION
ISSUE/REVISION
0 08/10/18 ISSUED FOR BID
60548556.6.2
REMEDIAL EXCAVATION PLAN -
PLATE 2
I
S
S
U
D
00 20' 40'
C-05
NOTES:
1. FOR GENERAL NOTES AND TYPICAL LEGEND SEE SHEET G-01.
2. CONTRACTOR SHALL EXCAVATE AND LIVE LOAD, TO THE EXTENT PRACTICABLE, TO LIMITS
SHOWN ON DRAWING.
3. TRUCKS SHALL BE LOADED ON 10 MIL REINFORCED POLYETHYLENE CONTINUOUS SHEET OR
WITHIN EXCAVATION FOOTPRINT.
4. TRUCKS SHALL BE DECONTAMINATED AND SEAL CHECKED PRIOR TO LEAVING SITE.
5. NO TRUCKS WITH FREE LIQUID WILL BE ALLOWED TO LEAVE SITE.
6. ALL EXCAVATED MATERIAL SHALL BE TRANSPORTED TO OU4 CONSOLIDATION AREA VIA
LONGBROOK AVENUE ENTRANCE.
7. ESTIMATED EXCAVATION VOLUME IS 1,600 CUBIC YARDS.
8. EXCAVATION SLOPING INDICATED ON DRAWING IS 1 VERTICAL TO 1 HORIZONTAL. CONTRACTOR
SHALL LIMIT SLOPING AND BENCHING ALONG LIMITS OF EXCAVATION TO THE EXTENT
PRACTICABLE.
9. HORIZONTAL LIMITS OF EXCAVATION MAY INCREASE DUE TO CONFIRMATORY SAMPLING
RESULTS. CONTRACTOR SHALL SAMPLE IN ACCORDANCE WITH CONTRACTOR'S APPROVED
CONFIRMATORY SAMPLING PLAN.
10. CONTRACTOR WILL BE RESPONSIBLE FOR ALL EXPENSES ASSOCIATED WITH CLEAN UP OF
WASTE MATERIAL DEPOSITED OUTSIDE OF THE EXCAVATION FOOTPRINT.
00 1000' 2000'
KEY MAP
WOOSTER
PARK
PLATE 2
AutoCAD SHX Text
FREEMAN AVENUE
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36" RCP
FL = 91.7
21" TREE
12" TREE
12" TREE
18" TREE
30" TREE
15" TREE
15" TREE
12" TREE
15" TWIN
12" TREE
18" TWIN
36" TREE
18" TREE
18" TREE
36" TREE
12" TREE
24" TREE
18" TWIN
30" TREE
15" TREE
WOOSTER
PARK
B
R
U
O
O
K
D-03
LANDSCAPED RESTORATION
D-03
LANDSCAPED RESTORATION
WETLAND
BOUNDARY
BFE 98'
BFE 98'
D-03
LANDSCAPED RESTORATION
S
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S
F
S
F
S
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S
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S F
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N: 640075.975
E: 892232.527
EL: 97.1
N: 640091.369
E: 892187.349
EL: 97.9
N: 640117.909
E: 892190.130
EL: 97.5
N: 640156.066
E: 892224.425
EL: 97.6
N: 640166.167
E: 892251.601
EL: 97.8
N: 640136.737
E: 892278.833
EL: 97.6
N: 640144.532
E: 892290.355
EL: 97.7
N: 640161.877
E: 892303.426
EL: 97.7
N: 640152.990
E: 892317.908
EL: 97.6
N: 640118.787
E: 892319.048
EL: 97.2
N: 640086.195
E: 892328.488
EL: 97.3
N: 640059.533
E: 892313.589
EL: 97.0
N: 640062.048
E: 892295.293
EL: 97.0
N: 640161.681
E: 892326.690
EL: 97.7
N: 640178.031
E: 892313.762
EL: 98.1
N: 640184.310
E: 892343.263
EL: 94.2
N: 640194.486
E: 892331.459
EL: 93.1
N: 640052.300
E: 892232.637
EL: 97.6
N: 640053.460
E: 892295.538
EL: 97.1
100 FT. WETLAND
BUFFER
SF
P
L
EROSION CONTROL
PROPERTY LINE
FEMA ZONE AE (ELEVATION 98' NAVD88)
LEGEND:
LANDSCAPED RESTORATION WITH GRASS SEED MIX
LANDSCAPED RESTORATION WITH WETLAND SEED MIX
WATERWAY
PLANTING SCHEDULE
PLANT No. TYPE SIZE
ACER RUBRUM RED MAPLE 1.5" CALIPER
SPACING
12' - 15' C/C
AMELANCHIER SERVICEBERRY 3 GAL.
NYSSA SYLVATICA TUPELO 1.5" CALIPER
QUERCUS BICOLOR SWAMP WHITE OAK 1.5" CALIPER
DETAIL
D-03
D-03
D-03
D-03
1 8
9 13
24 30
31 38
CLETHERA ALNIFOLIA (SWEET PEPPERBUSH)
D-03
14 18
VIBURNUM ACERIFOLIUM (MAPLE LEAF VIBURNUM)
D-03
19 23
3 GAL.
3 GAL.
12' - 15' C/C
12' - 15' C/C
12' - 15' C/C
12' - 15' C/C
12' - 15' C/C
PLANTING LEGEND
ACER RUBRUM RED MAPLE
AMELANCHIER SERVICEBERRY
NYSSA SYLVATICA TUPELO
QUERCUS BICOLOR SWAMP WHITE OAK
CLETHERA ALNIFOLIA (SWEET PEPPERBUSH)
VIBURNUM ACERIFOLIUM (MAPLE LEAF VIBURNUM)
WETLAND BOUNDARY
100 FT. WETLAND BUFFER
Printed on ___% Post-Consumer
Recycled Content Paper
REFERENCE
REGISTRATION
CONSULTANT
CLIENT
PROJECT
PROJECT NUMBER
A N
S x
SHEET TITLE
SHEET NUMBER
P r o j e c t
M a n a g e m e n t
I n i t i a l s
D e s i g n e r
C h e c k e d
A p p r o v e d tel fax www.aecom.com
AECOM
500 Enterprose Drive Suite 3B
Rocky Hill, CT 06067-3913
860.529.8882 860.529.3991
REMEDIAL DESIGN DRAWINGS
SEED PROJECT
RAYMARK SUPERFUND SITE
Stratford, Connecticut
08/10/2018
Date
R DATE DESCRIPTION
ISSUE/REVISION
0 08/10/18 ISSUED FOR BID
60548556.6.2
RESTORATION - PLATE 2
I
S
S
U
D
00 20' 40'
C-06
NOTES:
1. FOR GENERAL NOTES AND TYPICAL LEGEND SEE SHEET G-01.
2. CONTRACTOR SHALL RESTORE SITE TO PRE-EXISTING CONDITION OR BETTER.
3. EROSION CONTROL MEASURES SHALL BE MAINTAINED UNTIL CONSTRUCTION AREA HAS BEEN
STABILIZED.
4. NO CONSTRUCTION MATERIALS OR DEBRIS SHALL REMAIN ONSITE AFTER CONSTRUCTION
ACTIVITIES ARE COMPLETE.
5. CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO EXISTING CONDITIONS, BEYOND
EXCAVATION LIMITS, BY OVERSEEDING WITH SEED MIXTURES AS IN ADJACENT RESTORATION
AREAS. EXISTING SOIL SHALL BE SCARIFIED PRIOR TO SEED APPLICATION.
6. CONTRACTOR SHALL PLACE THREE (3) 10' - 15' LOGS, TO BE USED AS HABITAT, IN THE
RESTORATION AREA. CONTRACTOR SHALL USE LOGS FROM CLEARING ACTIVITIES ON THIS SITE
ONLY.
00 1000' 2000'
KEY MAP
WOOSTER
PARK
PLATE 2
AutoCAD SHX Text
FREEMAN AVENUE
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FERRY BLVD
PROPOSED SEED PROJECT
LIMITS OF EXCAVATION
RAYMARK WASTE EXCLUDED FROM SEED
PROJECT CONTRACT
LIMITS OF CLEARING
FERRY BLVD
J
B
JB
JB
JB
JB JB
J B
J B
J B
TRUCK
STAGING
AREA
FERRY BLVD
SF
SF
S
F
S
F
S
F
S
F
S
F
S
F
JERSEY BARRIER TO
CONSTRUCTION FENCE
TRANSITION
JERSEY BARRIER TO
CONSTRUCTION FENCE
TRANSITION
WETLAND BOUNDARY
BFE 11'
D-01
DECONTAMINATION PAD
D-02
TEMPORARY CONSTRUCTION FENCE
D-01
EROSION CONTROL
D-01
STORM DRAIN INLET PROTECTION
D-02
TEMPORARY JERSEY BARRIER WITH FENCE
D-02
TEMPORARY CONTRUCTION FENCE GATE
LIMIT OF WORK
100 FT. WETLAND
BUFFER
FEMA ZONE AE (ELEVATION 10' NAVD88)
WETLAND BOUNDARY
WATERWAY
EXISTING MONITORING WELL TO REMAIN IN PLACE
100 FT. WETLAND BUFFER
SF
P
L
JB
LEGEND:
TEMPORARY CONSTRUCTION FENCE
EROSION CONTROL
PROPERTY LINE
AREA OF RAYMARK WASTE EXCLUDED FROM SEED PROJECT
SITE ACCESS ROUTING
LIMITS OF CLEARING
AREA OF RAYMARK WASTE INCLUDED IN SEED PROJECT
TEMPORARY JERSEY BARRIER WITH FENCE
LIMIT OF WORK
SITE PREPARATION / EXISTING
CONDITIONS PLAN - PLATE 3
I
S
S
U
D
00 20' 40'
00 1000' 2000'
KEY MAP
C-07
Printed on ___% Post-Consumer
Recycled Content Paper
REFERENCE
REGISTRATION
CONSULTANT
CLIENT
PROJECT
PROJECT NUMBER
A N
S x
SHEET TITLE
SHEET NUMBER
P r o j e c t
M a n a g e m e n t
I n i t i a l s
D e s i g n e r
C h e c k e d
A p p r o v e d tel fax www.aecom.com
AECOM
500 Enterprose Drive Suite 3B
Rocky Hill, CT 06067-3913
860.529.8882 860.529.3991
REMEDIAL DESIGN DRAWINGS
SEED PROJECT
RAYMARK SUPERFUND SITE
Stratford, Connecticut
08/10/2018
Date
R DATE DESCRIPTION
ISSUE/REVISION
0 08/10/18 ISSUED FOR BID
60548556.6.2
PLATE 4
PLATE 3
200 FERRY BOULEVARD
VACANT LOTS
(BEHIND 326 FERRY BLVD)
FEMA ZONE AE (ELEVATION 11' NAVD88)
NOTES:
1. FOR GENERAL NOTES AND TYPICAL LEGEND SEE SHEET G-01.
2. CONTRACTOR SHALL USE LAYDOWN AREA ON OU4 TO SUPPORT THE EXCAVATION ACTIVITIES
ON THIS SHEET.
3. THE WORK AREA IS WITHIN THE FEMA 100 YEAR FLOOD PLAIN.
4. SITE FEATURE LAYOUTS ARE FOR ILLUSTRATION PURPOSES. CONTRACTOR MAY PROPOSE
ALTERNATIVE LAYOUT, SUBJECT TO USACE APPROVAL.
5. ALL CLEARING ACTIVITIES SHALL BE IN ACCORDANCE WITH CTDEEP EMERALD ASH BORER
REGULATIONS.
AutoCAD SHX Text
FERRY BOULEVARD (ROUTE 130)
FERRY CREEK (AKA UPPER FERRY CREEK)
EP
EP EP
EP
EP
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FERRY BLVD
SF
SF
S
F
S
F
S
F
S
F
S
F
S
F
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B
JB
JB
JB
JB JB
J B
J B
J B
-2
-1
N: 630598.881
E: 897195.765
EL: 4.7
N: 630597.448
E: 897191.208
EL: 4.7
N: 630602.526
E: 897182.614
EL: 4.8
N: 630607.604
E: 897174.021
EL: 4.5
N: 630611.641
E: 897174.932
EL: 4.3
N: 630614.375
E: 897177.406
EL: 4.3
N: 630627.006
E: 897179.229
EL: 4.6
N: 630650.705
E: 897183.906
EL: 4.2
N: 630655.651
E: 897195.114
EL: 4.1
N: 630652.787
E: 897212.302
EL: 3.8
N: 630643.151
E: 897227.146
EL: 3.5
N: 630624.141
E: 897222.198
EL: 0.0
N: 630626.194
E: 897218.285
EL: 4.0
N: 630625.313
E: 897208.526
EL: 4.2
N: 630619.063
E: 897208.265
EL: 4.2
N: 630617.240
E: 897202.536
EL: 4.3
N: 630626.354
E: 897188.864
EL: 4.1
N: 630615.026
E: 897186.130
EL: 4.5
FERRY BLVD
FERRY BLVD
PROPOSED SEED PROJECT
LIMITS OF EXCAVATION
RAYMARK WASTE EXCLUDED FROM SEED
PROJECT CONTRACT
WETLAND BOUNDARY
BFE 11'
100 FT. WETLAND BUFFER
SF
P
L
JB
LEGEND:
TEMPORARY CONSTRUCTION FENCE
EROSION CONTROL
AREA OF RAYMARK WASTE INCLUDED IN SEED PROJECT
PROPERTY LINE
AREA OF RAYMARK WASTE EXCLUDED FROM SEED PROJECT
TEMPORARY JERSEY BARRIER WITH FENCE
WATERWAY
FEMA ZONE AE (ELEVATION 11' NAVD88)
WETLAND BOUNDARY
EXISTING MONITORING WELL TO REMAIN IN PLACE
100 FT. WETLAND BUFFER
Printed on ___% Post-Consumer
Recycled Content Paper
REFERENCE
REGISTRATION
CONSULTANT
CLIENT
PROJECT
PROJECT NUMBER
A N
S x
SHEET TITLE
SHEET NUMBER
P r o j e c t
M a n a g e m e n t
I n i t i a l s
D e s i g n e r
C h e c k e d
A p p r o v e d tel fax www.aecom.com
AECOM
500 Enterprose Drive Suite 3B
Rocky Hill, CT 06067-3913
860.529.8882 860.529.3991
REMEDIAL DESIGN DRAWINGS
SEED PROJECT
RAYMARK SUPERFUND SITE
Stratford, Connecticut
08/10/2018
Date
R DATE DESCRIPTION
ISSUE/REVISION
0 08/10/18 ISSUED FOR BID
60548556.6.2
REMEDIAL EXCAVATION PLAN -
PLATE 3
I
S
S
U
D
00 20' 40'
C-08
NOTES:
1. FOR GENERAL NOTES AND TYPICAL LEGEND SEE SHEET G-01.
2. CONTRACTOR SHALL EXCAVATE AND LIVE LOAD, TO THE EXTENT PRACTICABLE, TO LIMITS
SHOWN ON DRAWING.
3. TRUCKS SHALL BE LOADED ON 10 MIL REINFORCED POLYETHYLENE CONTINUOUS SHEET OR
WITHIN EXCAVATION FOOTPRINT.
4. TRUCKS SHALL BE DECONTAMINATED AND SEAL CHECKED PRIOR TO LEAVING SITE.
5. NO LOADS WITH FREE LIQUID WILL BE ALLOWED TO LEAVE SITE.
6. ALL EXCAVATED MATERIAL SHALL BE TRANSPORTED TO OU4 CONSOLIDATION AREA VIA
LONGBROOK AVENUE ENTRANCE.
7. ESTIMATED EXCAVATION VOLUME IS 300 CUBIC YARDS.
8. EXCAVATION SLOPING INDICATED ON DRAWING IS 1 VERTICAL TO 1 HORIZONTAL. CONTRACTOR
SHALL LIMIT SLOPING AND BENCHING ALONG LIMITS OF EXCAVATION TO THE EXTENT
PRACTICABLE.
9. HORIZONTAL LIMITS OF EXCAVATION MAY INCREASE DUE TO CONFIRMATORY SAMPLING
RESULTS. CONTRACTOR SHALL SAMPLE IN ACCORDANCE WITH CONTRACTOR'S APPROVED
CONFIRMATORY SAMPLING PLAN.
10. CONTRACTOR WILL BE RESPONSIBLE FOR ALL EXPENSES ASSOCIATED WITH CLEAN UP OF
WASTE MATERIAL DEPOSITED OUTSIDE OF THE EXCAVATION FOOTPRINT.
00 1000' 2000'
KEY MAP
PLATE 4
PLATE 3
200 FERRY BOULEVARD
VACANT LOTS
(BEHIND 326 FERRY BLVD)
AutoCAD SHX Text
FERRY BOULEVARD (ROUTE 130)
EP
EP EP
EP
EP
EP
EP
EP
E
P
EP
EP
EP
EP
E
P
EP EP
EP
E
P
EP
EP
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E P
E P
E P
E P
E P
E P
E
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E
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E P
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EPEP
EP
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E P
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PL
PL
P
L
FERRY BLVD
D-03
PAVEMENT RESTORATION
D-03
MULCH RESTORATION
WETLAND BOUNDARY
BFE 11'
D-03
PAVEMENT RESTORATION
FERRY BLVD
FERRY BLVD
S
F
S
F
S
F
S
F
S
F
S
F
N: 630605.643
E: 897169.477
EL: 8.4
N: 630593.098
E: 897190.707
EL: 8.7
N: 630596.544
E: 897201.673
EL: 8.5
N: 630619.850
E: 897191.409
EL: 8.5
N: 630612.845
E: 897201.917
EL: 8.3
N: 630615.695
E: 897212.145
EL: 8.0
N: 630618.224
E: 897224.791
EL: 7.9
N: 630644.936
E: 897231.743
EL: 7.5
N: 630656.595
E: 897213.781
EL: 7.8
N: 630659.793
E: 897194.593
EL: 8.0
N: 630653.523
E: 897180.385
EL: 8.2
100 FT. WETLAND BUFFER
SF
P
L
EROSION CONTROL
PROPERTY LINE
FEMA ZONE AE (ELEVATION 11' NAVD88)
LEGEND:
MULCH RESTORATION
PAVEMENT RESTORATION
WATERWAY
PLANTING SCHEDULE
PLANT No. TYPE SIZE
EMERALD ARBORVITAE
SPACING
5' C/C
DETAIL
D-03
1 9
2' - 4'
EMERALD ARBORVITAE
PLANTING LEGEND
WETLAND BOUNDARY
100 FT. WETLAND BUFFER
Printed on ___% Post-Consumer
Recycled Content Paper
REFERENCE
REGISTRATION
CONSULTANT
CLIENT
PROJECT
PROJECT NUMBER
A N
S x
SHEET TITLE
SHEET NUMBER
P r o j e c t
M a n a g e m e n t
I n i t i a l s
D e s i g n e r
C h e c k e d
A p p r o v e d tel fax www.aecom.com
AECOM
500 Enterprose Drive Suite 3B
Rocky Hill, CT 06067-3913
860.529.8882 860.529.3991
REMEDIAL DESIGN DRAWINGS
SEED PROJECT
RAYMARK SUPERFUND SITE
Stratford, Connecticut
08/10/2018
Date
R DATE DESCRIPTION
ISSUE/REVISION
0 08/10/18 ISSUED FOR BID
60548556.6.2
RESTORATION PLAN - PLATE 3
I
S
S
U
D
00 20' 40'
C-09
NOTES:
1. FOR GENERAL NOTES AND TYPICAL LEGEND SEE SHEET G-01.
2. CONTRACTOR SHALL RESTORE SITE TO PRE-EXISTING CONDITION OR BETTER.
3. PAVEMENT SHALL BE SAW CUT PRIOR TO EXCAVATION AND SAW CUT 1' BEYOND SURFACE
CRACKS CAUSED BY WORK ACTIVITIES PRIOR TO PAVEMENT RESTORATION.
4. EROSION CONTROL MEASURES SHALL BE MAINTAINED UNTIL CONSTRUCTION AREA HAS BEEN
STABILIZED.
5. NO CONSTRUCTION MATERIALS OR DEBRIS SHALL REMAIN ONSITE AFTER CONSTRUCTION
ACTIVITIES ARE COMPLETE.
6. MULCH COLOR: BLACK
00 1000' 2000'
KEY MAP
PLATE 4
PLATE 3
200 FERRY BOULEVARD
VACANT LOTS
(BEHIND 326 FERRY BLVD)
AutoCAD SHX Text
FERRY BOULEVARD (ROUTE 130)
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J B
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CONCRETE
RUIN
2-
D-02
TEMPORARY CONSTRUCTION FENCE
FERRY BLVD
F
E
R
Y
L
V
D
FERRY BLVD
FERRY BLVD
PROPOSED SEED PROJECT
LIMITS OF EXCAVATION
RAYMARK WASTE EXCLUDED FROM SEED
PROJECT CONTRACT
EXISTING FENCE TO BE REMOVED
AND RECYCLED
D-01
DECONTAMINATION PAD
D-02
TEMPORARY JERSEY BARRIER WITH FENCE
D-01
EROSION CONTROL
LIMITS OF CLEARING
EXCAVATED MATERIAL TO BE TAKEN
OFFSITE FOR DISPOSAL
EXCAVATED MATERIAL TO BE TAKEN
TO OU4 FOR CONSOLIDATION
JERSEY BARRIER/
CONSTRUCTION
FENCE TRANSITIONS
BFE 11'
WETLAND BOUNDARY
WETLAND BOUNDARY
TRUCK STAGING AREA
D-01
STOCKPILE
D-02
TEMPORARY CONSTRUCTION FENCE GATES
JERSEY BARRIER/
CONSTRUCTION
FENCE TRANSITIONS
LIMIT OF WORK
100 FT. WETLAND BUFFER
SF
P
L
JB
LEGEND:
TEMPORARY CONSTRUCTION FENCE
EROSION CONTROL
AREA OF RAYMARK WASTE EXCEEDING PHC IN SEED PROJECT
PROPERTY LINE
AREA OF RAYMARK WASTE EXCLUDED FROM SEED PROJECT
SITE ACCESS ROUTING
LIMITS OF CLEARING
AREA OF RAYMARK WASTE INCLUDED IN SEED PROJECT
TEMPORARY JERSEY BARRIER WITH FENCE
FEMA ZONE AE (ELEVATION 10' NAVD88)
WETLAND BOUNDARY
WATERWAY
EXISTING MONITORING WELL TO REMAIN IN PLACE
EXISTING MONITORING WELL TO BE DECOMMISSIONED
100 FT. WETLAND BUFFER
LIMIT OF WORK
SITE PREPARATION / EXISTING
CONDITIONS PLAN - PLATE 4
I
S
S
U
D
00 50' 100'
C-10
Printed on ___% Post-Consumer
Recycled Content Paper
REFERENCE
REGISTRATION
CONSULTANT
CLIENT
PROJECT
PROJECT NUMBER
A N
S x
SHEET TITLE
SHEET NUMBER
P r o j e c t
M a n a g e m e n t
I n i t i a l s
D e s i g n e r
C h e c k e d
A p p r o v e d tel fax www.aecom.com
AECOM
500 Enterprose Drive Suite 3B
Rocky Hill, CT 06067-3913
860.529.8882 860.529.3991
REMEDIAL DESIGN DRAWINGS
SEED PROJECT
RAYMARK SUPERFUND SITE
Stratford, Connecticut
08/10/2018
Date
R DATE DESCRIPTION
ISSUE/REVISION
0 08/10/18 ISSUED FOR BID
60548556.6.2
FEMA ZONE AE (ELEVATION 11' NAVD88)
NOTES:
1. FOR GENERAL NOTES AND TYPICAL LEGEND SEE SHEET G-01.
2. CONTRACTOR SHALL USE LAYDOWN AREA ON OU4 TO SUPPORT THE EXCAVATION ACTIVITIES
ON THIS SHEET.
3. A PORTION OF WORK IS WITHIN THE FEMA 100 YEAR FLOOD PLAIN.
4. MONITORING WELLS SHALL BE DECOMMISSIONED AND REMOVED IN ACCORDANCE WITH
CONNECTICUT REGULATIONS. MONITORING WELLS TO REMAIN IN PLACE SHALL BE PROTECTED
FROM DAMAGE.
5. SITE FEATURE LAYOUTS ARE FOR ILLUSTRATION PURPOSES. CONTRACTOR MAY PROPOSE
ALTERNATIVE LAYOUT, SUBJECT TO USACE APPROVAL.
6. ALL CLEARING ACTIVITIES SHALL BE IN ACCORDANCE WITH CTDEEP EMERALD ASH BORER
REGULATIONS.
00 1000' 2000'
KEY MAP
VACANT LOTS
(BEHIND 326 FERRY BLVD)
PLATE 4
200 FERRY BOULEVARD
PLATE 3
AutoCAD SHX Text
WILLOW AVENUE
AutoCAD SHX Text
FERRY BOULEVARD (ROUTE 130)
E
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N: 631699.178
E: 897566.655
EL: 4.0
N: 631712.174
E: 897546.267
EL: 3.1
N: 631739.382
E: 897544.418
EL: 3.5
N: 631802.824
E: 897608.458
EL: 4.4
N: 631781.278
E: 897641.376
EL: 4.7
N: 631768.191
E: 897677.856
EL: 5.0
N: 631851.902
E: 897725.167
EL: 5.6
N: 631810.006
E: 897747.312
EL: 5.7
N: 631796.540
E: 897797.587
EL: 9.5
N: 631771.702
E: 897892.151
EL: 11.8
N: 631746.565
E: 897900.530
EL: 7.9
N: 631720.829
E: 897889.757
EL: 4.7
N: 631699.282
E: 897869.408
EL: 4.7
N: 631681.643
E: 897889.815
EL: 4.3
N: 631673.450
E: 897882.111
EL: 4.2
N: 631701.059
E: 897858.065
EL: 4.7
N: 631745.143
E: 897876.767
EL: 6.7
N: 631763.845
E: 897846.933
EL: 7.7
N: 631732.674
E: 897826.449
EL: 4.9
N: 631697.051
E: 897834.465
EL: 4.3
N: 631646.733
E: 897846.042
EL: 4.2
N: 631648.959
E: 897829.566
EL: 4.1
N: 631649.597
E: 897868.701
EL: 3.9
N: 631624.207
E: 897838.915
EL: 3.9
N: 631668.228
E: 897770.106
EL: 3.6
N: 631699.178
E: 897566.655
EL: 3.7
RAYMARK WASTE EXCLUDED FROM SEED
PROJECT CONTRACT
PROPOSED SEED PROJECT
LIMITS OF EXCAVATION
MATERIAL TO BE TAKEN
OFFSITE FOR DISPOSAL
EXCAVATED MATERIAL TO BE TAKEN
TO OU4 FOR CONSOLIDATION
BFE 11'
WETLAND BOUNDARY
WETLAND BOUNDARY
FERRY BLVD
FERRY BLVD
F
E
R
V
D
FERRY BLVD
100 FT. WETLAND BUFFER
SF
P
L
JB
LEGEND:
TEMPORARY CONSTRUCTION FENCE
EROSION CONTROL
AREA OF RAYMARK WASTE EXCEEDING PHC IN SEED PROJECT
PROPERTY LINE
AREA OF RAYMARK WASTE EXCLUDED FROM SEED PROJECT
AREA OF RAYMARK WASTE INCLUDED IN SEED PROJECT
TEMPORARY JERSEY BARRIER WITH FENCE
WATERWAY
FEMA ZONE AE (ELEVATION 11' NAVD88)
WETLAND BOUNDARY
EXISTING MONITORING WELL TO REMAIN IN PLACE
EXISTING MONITORING WELL TO BE DECOMMISSIONED
100 FT. WETLAND BUFFER
100 FT. WETLAND BUFFER
Printed on ___% Post-Consumer
Recycled Content Paper
REFERENCE
REGISTRATION
CONSULTANT
CLIENT
PROJECT
PROJECT NUMBER
A N
S x
SHEET TITLE
SHEET NUMBER
P r o j e c t
M a n a g e m e n t
I n i t i a l s
D e s i g n e r
C h e c k e d
A p p r o v e d tel fax www.aecom.com
AECOM
500 Enterprose Drive Suite 3B
Rocky Hill, CT 06067-3913
860.529.8882 860.529.3991
REMEDIAL DESIGN DRAWINGS
SEED PROJECT
RAYMARK SUPERFUND SITE
Stratford, Connecticut
08/10/2018
Date
R DATE DESCRIPTION
ISSUE/REVISION
0 08/10/18 ISSUED FOR BID
60548556.6.2
REMEDIAL EXCAVATION PLAN -
PLATE 4
I
S
S
U
D
00 50' 100'
C-11
NOTES:
1. FOR GENERAL NOTES AND TYPICAL LEGEND SEE SHEET G-01.
2. CONTRACTOR SHALL EXCAVATE AND LIVE LOAD, TO THE EXTENT PRACTICABLE, TO LIMITS
SHOWN ON DRAWING.
3. TRUCKS SHALL BE LOADED ON 10 MIL REINFORCED POLYETHYLENE CONTINUOUS SHEET OR
WITHIN EXCAVATION FOOTPRINT.
4. TRUCKS SHALL BE DECONTAMINATED AND SEAL CHECKED PRIOR TO LEAVING SITE.
5. NO LOADS WITH FREE LIQUID WILL BE ALLOWED TO LEAVE SITE.
6. ALL EXCAVATED MATERIAL SHALL BE TRANSPORTED TO OU4 CONSOLIDATION AREA VIA
LONGBROOK AVENUE ENTRANCE WITH THE EXCEPTION OF PHC MATERIAL.
7. CONTRACTOR SHALL PRECHARACTERIZE OR STOCKPILE AND CHARACTERIZE PHC MATERIAL
PRIOR TO OFFSITE DISPOSAL. ALL PHC MATERIAL WILL BE ASSUMED CHARACTERISTIC
HAZARDOUS WASTE FOR LEAD AND PCB/TSCA WASTE.
8. ESTIMATED EXCAVATION VOLUMES AREA: OU4 CONSOLIDATION 4,400 CUBIC YARDS AND
OFFSITE DISPOSAL 660 CUBIC YARDS.
9. EXCAVATION SLOPING INDICATED ON DRAWING IS 1 VERTICAL TO 1 HORIZONTAL. CONTRACTOR
SHALL LIMIT SLOPING AND BENCHING ALONG LIMITS OF EXCAVATION TO THE EXTENT
PRACTICABLE.
9. HORIZONTAL LIMITS OF EXCAVATION MAY INCREASE DUE TO CONFIRMATORY SAMPLING
RESULTS. CONTRACTOR SHALL SAMPLE IN ACCORDANCE WITH CONTRACTOR'S APPROVED
CONFIRMATORY SAMPLING PLAN.
10. CONTRACTOR WILL BE RESPONSIBLE FOR ALL EXPENSES ASSOCIATED WITH CLEAN UP OF
WASTE MATERIAL DEPOSITED OUTSIDE OF THE EXCAVATION FOOTPRINT.
00 1000' 2000'
KEY MAP
VACANT LOTS
(BEHIND 326 FERRY BLVD)
PLATE 4
200 FERRY BOULEVARD
PLATE 3
AutoCAD SHX Text
FERRY BOULEVARD (ROUTE 130)
AutoCAD SHX Text
WILLOW AVENUE
E
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FERRY BLVD
F
E
R
V
D
D-03
PAVEMENT RESTORATION
D-03
LANDSCAPED RESTORATION
S F
S F
S F
S F
S F
S F
S
F
BFE 11'
WETLAND BOUNDARY
WETLAND BOUNDARY
ARBORVITAE AT 5' C/C SPACING
D-02
FENCE RESTORATION
FERRY BLVD
FERRY BLVD
N: 631807.943
E: 897607.942
EL: 8.4
N: 631740.937
E: 897540.303
EL: 7.5
N: 631709.887
E: 897542.413
EL: 6.8
N: 631693.817
E: 897567.623
EL: 7.8
N: 631728.181
E: 897593.526
EL: 8.2
N: 631692.529
E: 897724.549
EL: 7.2
N: 631619.243
E: 897839.257
EL: 7.9
N: 631646.921
E: 897871.729
EL: 7.8
N: 631682.373
E: 897895.086
EL: 8.2
N: 631699.575
E: 897875.186
EL: 8.8
N: 631718.612
E: 897893.166
EL: 8.6
N: 631745.672
E: 897902.773
EL: 13.0
N: 631775.034
E: 897895.257
EL: 16.4
N: 631813.419
E: 897750.033
EL: 9.9
N: 631860.245
E: 897725.282
EL: 9.8
N: 631773.020
E: 897676.063
EL: 8.9
N: 631782.903
E: 897648.662
EL: 8.7
N: 631782.785
E: 897610.816
EL: 8.8
N: 631710.135
E: 897562.428
EL: 7.8
100 FT. WETLAND BUFFER
SF
P
L
EROSION CONTROL
PROPERTY LINE
FEMA ZONE AE (ELEVATION 11' NAVD88)
LEGEND:
LANDSCAPED RESTORATION WITH GRASS SEED MIX
PAVEMENT RESTORATION
WATERWAY
EXISTING MONITORING WELL TO REMAIN IN PLACE
PLANTING SCHEDULE
PLANT No. TYPE SIZE
EMERALD ARBORVITAE 2' - 4'
SPACING
5' C/C
DETAIL
D-03
1 99
EMERALD ARBORVITAE
PLANTING LEGEND
WETLAND BOUNDARY
100 FT. WETLAND BUFFER
Printed on ___% Post-Consumer
Recycled Content Paper
REFERENCE
REGISTRATION
CONSULTANT
CLIENT
PROJECT
PROJECT NUMBER
A N
S x
SHEET TITLE
SHEET NUMBER
P r o j e c t
M a n a g e m e n t
I n i t i a l s
D e s i g n e r
C h e c k e d
A p p r o v e d tel fax www.aecom.com
AECOM
500 Enterprose Drive Suite 3B
Rocky Hill, CT 06067-3913
860.529.8882 860.529.3991
REMEDIAL DESIGN DRAWINGS
SEED PROJECT
RAYMARK SUPERFUND SITE
Stratford, Connecticut
08/10/2018
Date
R DATE DESCRIPTION
ISSUE/REVISION
0 08/10/18 ISSUED FOR BID
60548556.6.2
RESTORATION PLAN - PLATE 4
I
S
S
U
D
00 50' 100'
C-12
NOTES:
1. FOR GENERAL NOTES AND TYPICAL LEGEND SEE SHEET G-01.
2. CONTRACTOR SHALL RESTORE SITE TO PRE-EXISTING CONDITION OR BETTER.
3. PAVEMENT SHALL BE SAW CUT PRIOR TO EXCAVATION AND SAW CUT 1' BEYOND SURFACE
CRACKS CAUSED BY WORK ACTIVITIES PRIOR TO PAVEMENT RESTORATION.
4. EROSION CONTROL MEASURES SHALL BE MAINTAINED UNTIL CONSTRUCTION AREA HAS BEEN
STABILIZED.
5. NO CONSTRUCTION MATERIALS OR DEBRIS SHALL REMAIN ONSITE AFTER CONSTRUCTION
ACTIVITIES ARE COMPLETE.
00 1000' 2000'
KEY MAP
VACANT LOTS
(BEHIND 326 FERRY BLVD)
PLATE 4
200 FERRY BOULEVARD
PLATE 3
AutoCAD SHX Text
FERRY BOULEVARD (ROUTE 130)
AutoCAD SHX Text
WILLOW AVENUE
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P
L
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L
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L
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L
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L
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L
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L
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L
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L P
L
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L
PL
PL
PL
PL
P
L
P
L
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L
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L
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L
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L
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L
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L
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L
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L
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L
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L
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L
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L
P
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SF
SF
S
F
S F
S F
S F
S F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
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F
SF
SF
PROPOSED CONSOLIDATION
AREA
LIMIT OF CLEARING
ACCESS TO SITE OFF OF
LONGBROOK AVENUE.
CLEARING, ACCESS ROAD
AND GATE TO BE BUILT BY
OTHERS
PROPOSED
CONTRACTOR
LAYDOWN
AREA
WORKER
PARKING AREA
P
R
O
P
O
S
C
N
A
D
SITE ACCESS
FOR FROG POND
LANE
LIMIT OF CLEARING
PROPOSED SITE
TRAILERS
EXISTING FENCE TO BE
REMOVED AND
RECYCLED
EXISTING FENCE TO BE
REMOVED AND RECYCLED
EROSION CONTROL TEMPORARY
OPENING. SEE NOTE 2
BLEACHERS
BLEACHERS
VISUAL BARRIER WALL,
BY OTHERS
POTENTIAL ACCESS TO
WATER SUPPLY
UNC-XT SOUND CURTAIN TO
BE ADDED TO PERIMETER
FENCING
DECONTAMINATION PAD SHALL
BE USED DURING OU4
EXCAVATION AND
DECOMMISSIONED AFTER OU4
EXCAVATION COMPLETION
D-01
CONSTRUCTION ENTRANCE
D-02
TEMPORARY ELECTRIC SERVICE
D-02
TEMPORARY ACCESS ROAD
D-01
DECONTAMINATION PAD
D-02
TEMPORARY CONSTRUCTION FENCE
D-02
TEMPORARY CONSTRUCTION FENCE GATE
D-01
DECONTAMINATION PAD
D-01
EROSION…
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