Drawings.pdf

PDF 15 MB Posted Jan 25, 2022

Attached to: Construction of a Raymark Stormwater Pumping Station
Solicitation number: W912WJ22B0007
Issued by: Department of the Army Corps of Engineers Engineering District New England

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Written by GovTribe AI · Dec 28, 2023

This document provides details on a federal contract solicitation and related technical drawings. The U.S. Army Corps of Engineers Engineering District New England is soliciting proposals for the Construction of a Raymark Stormwater Pumping Station, as outlined in solicitation number W912WJ22B0007. The opportunity type is listed as a solicitation. Accompanying the solicitation is a technical drawings file, Drawings.pdf, that contains plans relevant to the stormwater pumping station project. Proposers should review the solicitation documentation and drawings file for full requirements and response instructions.

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Other files

File	Type	Posted
W912WJ22C0007.pdf	PDF	May 3, 2022
Bid Abstract.pdf	PDF	Mar 15, 2022
Amendment W912WJ22B0007-0006.pdf	PDF	Mar 4, 2022
Amendment_W912WJ22B0007_0005_Raymark Stormwater Lift Station Specification.pdf	PDF	Mar 1, 2022
Amendment_W912WJ22B0007_0005_Raymark PS 01A-602 Rev-1.pdf	PDF	Mar 1, 2022
Amendment_W912WJ22B0007_0005_Raymark PS 00D-003 Rev-1.pdf	PDF	Mar 1, 2022
Amendment W912WJ22B0007-0005.pdf	PDF	Mar 1, 2022
Amendment W912WJ22B0007-0004.pdf	PDF	Feb 17, 2022
Amendment_W912WJ22B0007_0003.pdf	PDF	Feb 14, 2022
Amendment W912WJ22B0007-0002.pdf	PDF	Feb 8, 2022
Amendment W912WJ22B0007-0001.pdf	PDF	Jan 27, 2022
Site Visit Meetup Location.pdf	PDF	Jan 25, 2022
W912WJ22B0007.pdf	PDF	Jan 25, 2022
Specs.pdf	PDF	Jan 25, 2022

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RAYMARK STORMWATER

PUMPING STATION

SITE LOCATION

CONSULTANT

CLIENT

PROJECT

RAYMARK STORMWATER

PUMPING STATION

Stratford, Connecticut

AECOM TECHNICAL SERVICES, INC.

250 APOLLO DRIVE

CHELMSFORD, MA 01824

PHONE: (978) 905-2100

www.aecom.com

REGISTRATION

I/R DATE DESCRIPTION

ISSUE/REVISION

PROJECT NUMBER

SHEET TITLE

SHEET NUMBER

60610884

DISCIPLINE

Drawn By:

Dept Check:

Proj Check:

Date:

Scale:

B. TEETSEL

C. BENZIGER

M. MESERVE

D. GOVE

JUNE 2021

AS NOTED

00 G-001

COVER SHEET AND

LOCATION PLAN

GENERAL

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RAYMARK STORMWATER

PUMPING STATION

STRATFORD, CONNECTICUT

AECOM PROJECT NUMBER: 60610884

100% DESIGN

0 500' 1000'

STRATFORD, CT.

MILFORD, CT.

JUNE 2021

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AVERY STREET

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PLATT STREET

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CONSULTANT

CLIENT

PROJECT

RAYMARK STORMWATER

PUMPING STATION

Stratford, Connecticut

AECOM TECHNICAL SERVICES, INC.

250 APOLLO DRIVE

CHELMSFORD, MA 01824

PHONE: (978) 905-2100

www.aecom.com

REGISTRATION

I/R DATE DESCRIPTION

ISSUE/REVISION

PROJECT NUMBER

SHEET TITLE

SHEET NUMBER

60610884

DISCIPLINE

Drawn By:

Dept Check:

Proj Check:

Date:

Scale:

B. TEETSEL

S. NAPOLITANO

M. MESERVE

D. GOVE

JUNE 2021

AS NOTED

00 G-002

INDEX OF DRAWINGS

GENERAL

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INDEX OF DRAWINGS

SHEET NO. TITLE SHEET NO. TITLE

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AutoCAD SHX Text GENERAL 00 G-001 COVER SHEET AND LOCATION PLAN COVER SHEET AND LOCATION PLAN 00 G-002 INDEX OF DRAWINGS INDEX OF DRAWINGS CIVIL 00 C-001 GENERAL NOTES, LEGEND AND ABBREVIATIONS GENERAL NOTES, LEGEND AND ABBREVIATIONS 00 C-101 PUMPING STATION EXISTING CONDITIONS PLAN PUMPING STATION EXISTING CONDITIONS PLAN 00 C-102 PUMPING STATION PROPOSED SITE PLAN PUMPING STATION PROPOSED SITE PLAN 00 C-103 SITE ACCESS PLAN SITE ACCESS PLAN 00 C-104 BOX CULVERT PLAN AND PROFILE BOX CULVERT PLAN AND PROFILE 00 C-105 CHANNEL SECTIONS LOCATION PLAN CHANNEL SECTIONS LOCATION PLAN 00 C-106 CHANNEL BOTTOM PROFILE CHANNEL BOTTOM PROFILE 00 C-301 CHANNEL SECTIONS CHANNEL SECTIONS 99 C-501 CIVIL DETAILS 1 CIVIL DETAILS 1 99 C-502 CIVIL DETAILS 2 CIVIL DETAILS 2 99 C-503 EROSION AND SEDIMENTATION CONTROL DETAILS EROSION AND SEDIMENTATION CONTROL DETAILS 99 C-504 DECONTAMINATION PAD/STOCKPILE AREA DETAILS DECONTAMINATION PAD/STOCKPILE AREA DETAILS ARCHITECTURAL 00 A-001 ARCHITECTURAL SYMBOLS, NOTES, AND ABBREVIATIONS ARCHITECTURAL SYMBOLS, NOTES, AND ABBREVIATIONS 01 A-002 LIFE SAFETY PLAN LIFE SAFETY PLAN 01 A-101 GRADE PLAN GRADE PLAN 01 A-102 ROOF PLAN ROOF PLAN 01 A-103 REFLECTED CEILING PLAN REFLECTED CEILING PLAN 01 A-201 ELEVATIONS I ELEVATIONS I 01 A-202 ELEVATIONS II ELEVATIONS II 01 A-301 BUILDING SECTIONS BUILDING SECTIONS 01 A-401 WALL SECTIONS WALL SECTIONS 01 A-402 ENLARGED STAIR PLANS & SECTIONS ENLARGED STAIR PLANS & SECTIONS 01 A-501 DETAILS - 1 DETAILS - 1 01 A-502 DETAILS - 2 DETAILS - 2 01 A-503 DETAILS - 3 DETAILS - 3 01 A-601 DOOR AND LOUVER DETAILS DOOR AND LOUVER DETAILS 01 A-602 WALL TYPES & SCHEDULES WALL TYPES & SCHEDULES STRUCTURAL 00 S-001 STRUCTURAL NOTES AND ABBREVIATIONS STRUCTURAL NOTES AND ABBREVIATIONS 00 S-002 STRUCTURAL NOTES II STRUCTURAL NOTES II 01 S-101 STORMWATER PUMPING STATION - FOUNDATION PLAN STORMWATER PUMPING STATION - FOUNDATION PLAN 01 S-102 STORMWATER PUMPING STATION - INTERMEDIATE PLAN STORMWATER PUMPING STATION - INTERMEDIATE PLAN 01 S-103 STORMWATER PUMPING STATION - GRADE LEVEL PLAN STORMWATER PUMPING STATION - GRADE LEVEL PLAN 01 S-104 STORMWATER PUMPING STATION - ROOF PLAN STORMWATER PUMPING STATION - ROOF PLAN 01 S-105 STORMWATER PUMPING STATION - BUILDING LOAD REACTION PLAN STORMWATER PUMPING STATION - BUILDING LOAD REACTION PLAN 01 S-301 STORMWATER PUMPING STATION - SECTIONS I STORMWATER PUMPING STATION - SECTIONS I STORMWATER PUMPING STATION - SECTIONS I 01 S-302 STORMWATER PUMPING STATION - SECTIONS II STORMWATER PUMPING STATION - SECTIONS II STORMWATER PUMPING STATION - SECTIONS II 01 S-303 STORMWATER PUMPING STATION - SECTIONS III STORMWATER PUMPING STATION - SECTIONS III STORMWATER PUMPING STATION - SECTIONS III 01 S-304 STORMWATER PUMPING STATION - SECTIONS IV STORMWATER PUMPING STATION - SECTIONS IV 99 S-501 STRUCTURAL STANDARD DETAILS I STRUCTURAL STANDARD DETAILS I 99 S-502 STRUCTURAL STANDARD DETAILS II STRUCTURAL STANDARD DETAILS II 99 S-503 STRUCTURAL STANDARD DETAILS III STRUCTURAL STANDARD DETAILS III III 99 S-504 STRUCTURAL STANDARD DETAILS IV STRUCTURAL STANDARD DETAILS IV IV 99 S-505 STRUCTURAL STANDARD DETAILS VSTRUCTURAL STANDARD DETAILS VV

PROCESS 00 D-001 PROCESS LEGEND PROCESS LEGEND 00 D-002 PROCESS ABBREVIATIONS, GENERAL NOTES PROCESS ABBREVIATIONS, GENERAL NOTES 00 D-003 PROCESS SCHEDULES PROCESS SCHEDULES 01 D-101 STORMWATER PUMPING STATION - PLAN AT ELEVATION -13.25 STORMWATER PUMPING STATION - PLAN AT ELEVATION -13.25 01 D-102 STORMWATER PUMPING STATION - LOWER PLAN STORMWATER PUMPING STATION - LOWER PLAN 01 D-103 STORMWATER PUMPING STATION - UPPER PLAN STORMWATER PUMPING STATION - UPPER PLAN 01 D-301 STORMWATER PUMPING STATION - SECTIONS I STORMWATER PUMPING STATION - SECTIONS I 01 D-302 STORMWATER PUMPING STATION - SECTIONS II STORMWATER PUMPING STATION - SECTIONS II 01 D-303 STORMWATER PUMPING STATION - SECTIONS III STORMWATER PUMPING STATION - SECTIONS III 99 D-501 PROCESS DETAILS PROCESS DETAILS HVAC 00 M-001 LEGEND, ABBREVIATIONS AND GENERAL NOTES LEGEND, ABBREVIATIONS AND GENERAL NOTES 00 M-002 SCHEDULES SCHEDULES 01 M-101 ELECTRICAL BUILDING - GRADE LEVEL PLAN ELECTRICAL BUILDING - GRADE LEVEL PLAN 99 M-501 DETAILS DETAILS ELECTRICAL 00 E-001 LEGEND, SYMBOLS, AND GENERAL NOTES LEGEND, SYMBOLS, AND GENERAL NOTES 00 E-002 ELECTRICAL SINGLE LINE DIAGRAM ELECTRICAL SINGLE LINE DIAGRAM 00 E-003 ELECTRICAL SITE PLAN ELECTRICAL SITE PLAN 00 E-004 AREA CLASSIFICATION, CONDUIT AND WIRE SCHEDULES AREA CLASSIFICATION, CONDUIT AND WIRE SCHEDULES 01 E-101 STORMWATER PUMPING STATION POWER PLAN STORMWATER PUMPING STATION POWER PLAN 01 E-102 STORMWATER PUMPING STATION SYSTEMS PLAN STORMWATER PUMPING STATION SYSTEMS PLAN 01 E-103 STORMWATER PUMPING STATION ROOF PLAN STORMWATER PUMPING STATION ROOF PLAN 01 E-501 ELECTRICAL WIRING DIAGRAMS ELECTRICAL WIRING DIAGRAMS 01 E-502 ELECTRICAL RISER DIAGRAMS ELECTRICAL RISER DIAGRAMS 01 E-601 PANELBOARD SCHEDULES PANELBOARD SCHEDULES 99 E-601 ELECTRICAL DETAILS I ELECTRICAL DETAILS I 99 E-602 ELECTRICAL DETAILS II ELECTRICAL DETAILS II INSTRUMENTATION 00 DI-001 LEGEND, SYMBOLS AND GENERAL NOTES LEGEND, SYMBOLS AND GENERAL NOTES 00 DI-601 SYSTEM ARCHITECTURE SYSTEM ARCHITECTURE 01 DI-601 PUMPING STATION P&ID PUMPING STATION P&ID 01 DI-602 MISCELLANEOUS SIGNALS P&ID MISCELLANEOUS SIGNALS P&ID

PROJECT

RAYMARK STORMWATER

PUMPING STATION

Stratford, Connecticut

AECOM TECHNICAL SERVICES, INC.

250 APOLLO DRIVE

CHELMSFORD, MA 01824

PHONE: (978) 905-2100

www.aecom.com

REGISTRATION

I/R DATE DESCRIPTION

ISSUE/REVISION

PROJECT NUMBER

SHEET TITLE

SHEET NUMBER

60610884

DISCIPLINE

Drawn By:

Dept Check:

Proj Check:

Date:

Scale:

S. NAPOLITANO

B. TEETSEL

M. MESERVE

D. GOVE

AS NOTED

00 C-001

GENERAL NOTES, LEGEND

AND ABBREVIATIONS

CIVIL

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LEGEND AND ABBREVIATIONSGENERAL NOTES

EXISTING UTILITIES NOTES

EROSION AND SEDIMENT CONTROL NOTES

JUNE 2021

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BORING LOCATION AND IDENTIFICATION NUMBER

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%%UEXISTING

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%%UPROPOSED

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CHANNEL OR CULVERT CENTERLINE AND STATIONING

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EASEMENT

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WATER LINE

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UNITED STATES ARMY CORPS OF ENGINEERS

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USACE

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FLOW DIRECTION

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1. TOPOGRAPHY AND SITE DETAIL (SURVEY) WAS OBTAINED FROM AN INSTRUMENT SURVEY CONDUCTED ON THE GROUND BY TOPOGRAPHY AND SITE DETAIL (SURVEY) WAS OBTAINED FROM AN INSTRUMENT SURVEY CONDUCTED ON THE GROUND BY GM2 ASSOCIATES, INC. BETWEEN SEPTEMBER AND DECEMBER 2019. 2. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300B-1 THROUGH 20-300B-20 OF THE THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300B-1 THROUGH 20-300B-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. IT IS A TOPOGRAPHIC MAP AND CONFORMS TO A HORIZONTAL ACCURACY CLASS OF A-2, A VERTICAL ACCURACY CLASS OF V-4 AND A TOPOGRAPHIC ACCURACY CLASS OF T-2 3. HORIZONTAL DATUM BASED ON N.A.D. 83, CT. STATE PLANE COORDINATE SYSTEM AND ESTABLISHED BY RTK GPS HORIZONTAL DATUM BASED ON N.A.D. 83, CT. STATE PLANE COORDINATE SYSTEM AND ESTABLISHED BY RTK GPS MEASUREMENTS. 4. VERTICAL DATUM BASED ON N.A.V.D. 88, AND ESTABLISHED BY RTK GPS MEASUREMENTS. VERTICAL DATUM BASED ON N.A.V.D. 88, AND ESTABLISHED BY RTK GPS MEASUREMENTS. 5. PARCEL LINES SHOWN ARE BASED ON RECORD G.I.S. INFORMATION AND ARE APPROXIMATE. PARCEL LINES SHOWN ARE BASED ON RECORD G.I.S. INFORMATION AND ARE APPROXIMATE. 6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PERFORM ALL WORK AS INDICATED ON THE DRAWINGS, IN THE IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PERFORM ALL WORK AS INDICATED ON THE DRAWINGS, IN THE SPECIFICATIONS AND AS DIRECTED BY USACE IN CONFORMANCE WITH ALL APPLICABLE CODES IN A PROPER AND WORKMANLIKE MANNER. 7. USACE MAY DIRECT THE CONTRACTOR TO VARY THE PROPOSED WORK DURING CONSTRUCTION TO MEET EXISTING CONDITIONS. USACE MAY DIRECT THE CONTRACTOR TO VARY THE PROPOSED WORK DURING CONSTRUCTION TO MEET EXISTING CONDITIONS. 8. ALL CONSTRUCTION ACTIVITY SHALL BE CONFINED TO THE AREA WITHIN TOWN OF STRATFORD PROPERTY, THE EASEMENTS ALL CONSTRUCTION ACTIVITY SHALL BE CONFINED TO THE AREA WITHIN TOWN OF STRATFORD PROPERTY, THE EASEMENTS AND STREET RIGHT-OF-WAY LINES UNLESS OTHERWISE AUTHORIZED BY USACE. 9. NO EQUIPMENT, VEHICLES OR CONSTRUCTION MATERIALS SHALL BE STORED OUTSIDE OF DESIGNATED WORK AREAS DURING NO EQUIPMENT, VEHICLES OR CONSTRUCTION MATERIALS SHALL BE STORED OUTSIDE OF DESIGNATED WORK AREAS DURING EITHER WORKING OR NON-WORKING HOURS. THE LOCATION FOR ANY STORAGE OF EQUIPMENT BY THE CONTRACTOR DURING NON-WORKING HOURS SHALL BE AS APPROVED BY USACE. 10. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF THE EXISTING FEATURES AND STRUCTURES WITHIN AND THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF THE EXISTING FEATURES AND STRUCTURES WITHIN AND ADJACENT TO THE WORK. ANY ITEM DISTURBED OR IN CONFLICT WITH THE PROPOSED WORK SHALL BE REMOVED AND RESET OR REPLACED AT THE CONTRACTOR'S EXPENSE. IN THE EVENT OF DAMAGE, THE REPAIRS OR REPLACEMENT SHALL BE COMPLETED AT THE CONTRACTOR'S EXPENSE AS APPROVED BY USACE. 11. FIELD VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION. IF OBSERVED FIELD CONDITIONS VARY SIGNIFICANTLY FROM FIELD VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION. IF OBSERVED FIELD CONDITIONS VARY SIGNIFICANTLY FROM THOSE SHOWN ON THESE DRAWINGS, IMMEDIATELY NOTIFY USACE FOR RESOLUTION OF THE CONFLICTING INFORMATION OR THE DIFFERING SITE CONDITIONS. 12. THE CONTRACTOR SHALL MAKE ALL REQUIRED FIELD MEASUREMENTS TO VERIFY EXISTING AND CONTRACT INTERFACE THE CONTRACTOR SHALL MAKE ALL REQUIRED FIELD MEASUREMENTS TO VERIFY EXISTING AND CONTRACT INTERFACE DIMENSIONS, LOCATIONS AND OTHER CONDITIONS. 13. THE CONTRACTOR SHALL RESTORE TO ITS ORIGINAL CONDITION ANY WALLS, STAIRS, FENCES, SIGNS, GUARDRAILS, CURBS, THE CONTRACTOR SHALL RESTORE TO ITS ORIGINAL CONDITION ANY WALLS, STAIRS, FENCES, SIGNS, GUARDRAILS, CURBS, DRIVEWAYS, SIDEWALKS, AND ANY OTHER ITEMS AFFECTED BY HIS OPERATIONS. 14. THE CONTRACTOR IS RESPONSIBLE FOR RESTORING UNPAVED AREAS DISTURBED BY THE CONTRACTOR TO ORIGINAL CONDITION THE CONTRACTOR IS RESPONSIBLE FOR RESTORING UNPAVED AREAS DISTURBED BY THE CONTRACTOR TO ORIGINAL CONDITION INCLUDING ALL GRADING, LOAMING AND SEEDING. GRASSED AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED WITH A MINIMUM OF 6 INCHES OF SEEDED TOPSOIL, UNLESS OTHERWISE INDICATED OR DIRECTED BY USACE. 15. THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS, INCLUDING BUT NOT LIMITED TO CONTRACTOR'S STAGING AREA AND THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS, INCLUDING BUT NOT LIMITED TO CONTRACTOR'S STAGING AREA AND WORKING YARD, AND ACCESS ROADS TO PRECONSTRUCTION CONDITIONS. 16. CONTRACTOR SHALL REPLACE-IN-KIND ALL PAVEMENT STRIPING AND MARKINGS TO PRECONSTRUCTION LAYOUT AND PAINT CONTRACTOR SHALL REPLACE-IN-KIND ALL PAVEMENT STRIPING AND MARKINGS TO PRECONSTRUCTION LAYOUT AND PAINT TYPE. 17. WORK SHALL CONFORM TO ALL LOCAL CODES AND REGULATIONS. IN THE EVENT THAT CONFLICT ARISES BETWEEN PROJECT WORK SHALL CONFORM TO ALL LOCAL CODES AND REGULATIONS. IN THE EVENT THAT CONFLICT ARISES BETWEEN PROJECT SPECIFICATIONS AND DRAWINGS, THE SPECIFICATIONS SHALL GOVERN IN ACCORDANCE WITH THE CONTRACT CLAUSES. IF CONFLICTS ARISE WITHIN THE SPECIFICATIONS THEMSELVES OR WITHIN THE DRAWINGS, THE MOST RIGOROUS ITEM SHALL GOVERN. IF CONFLICTS STILL EXIST, THE CONTRACTOR SHALL SEEK CLARIFICATION FROM USACE. 18. CONTRACTOR SHALL ABIDE BY ALL LOCAL CODES, REGULATIONS, AND ORDINANCES AS THEY RELATE TO DUST CONTROL, CONTRACTOR SHALL ABIDE BY ALL LOCAL CODES, REGULATIONS, AND ORDINANCES AS THEY RELATE TO DUST CONTROL, EQUIPMENT MOVEMENT, NOISE, HOURS OF WORK AND CONSTRUCTION HAZARDOUS MATERIALS AND SHALL MINIMIZE INCONVENIENCE TO THE PUBLIC. 19. THE CONTRACTOR SHALL NOT CONDUCT OPERATIONS OR PERFORM WORK PERTAINING TO THE PROJECT BETWEEN THE HOURS THE CONTRACTOR SHALL NOT CONDUCT OPERATIONS OR PERFORM WORK PERTAINING TO THE PROJECT BETWEEN THE HOURS OF 6:00 P.M. AND 7:00 A.M. NO WORK SHALL BE ALLOWED ON SATURDAY, SUNDAY OR ANY HOLIDAY AT ANY TIME WITHOUT PRIOR USACE APPROVAL IN WRITING. 20. THE CONTRACTOR SHALL BE RESPONSIBLE DURING ALL PHASES OF THE WORK TO PROVIDE FOR PUBLIC SAFETY AND THE CONTRACTOR SHALL BE RESPONSIBLE DURING ALL PHASES OF THE WORK TO PROVIDE FOR PUBLIC SAFETY AND CONVENIENCE. 21. CONSTRUCTION SCHEDULES SHALL INCLUDE ELECTRIC UTILITY WORK TO POWER TO THE SITE. NO TIME EXTENSIONS WILL BE CONSTRUCTION SCHEDULES SHALL INCLUDE ELECTRIC UTILITY WORK TO POWER TO THE SITE. NO TIME EXTENSIONS WILL BE AWARDED IF THE CONTRACTOR FAILS TO PROVIDE THE NECESSARY LEAD TIME AS REQUIRED BY UTILITY. 22. IDLING EQUIPMENT SHALL BE KEPT TO A MINIMUM. IDLING EQUIPMENT SHALL BE KEPT TO A MINIMUM. 23. TRUCKS SHALL NOT PARK OR IDLE ON PUBLIC ROADWAYS. TRUCKS SHALL NOT PARK OR IDLE ON PUBLIC ROADWAYS. 24. WHENEVER POSSIBLE, CONTRACTOR SHALL USE LOW SULFUR DIESEL TO FUEL EQUIPMENT AND VEHICLES. WHENEVER POSSIBLE, CONTRACTOR SHALL USE LOW SULFUR DIESEL TO FUEL EQUIPMENT AND VEHICLES. 25. WHERE APPROPRIATE, THE CONTRACTOR SHALL SELECT CONSTRUCTION MATERIALS THAT MEET RECYCLED CONTENT WHERE APPROPRIATE, THE CONTRACTOR SHALL SELECT CONSTRUCTION MATERIALS THAT MEET RECYCLED CONTENT REQUIREMENTS SET FORTH BY THE EPA FOR PRODUCTS IDENTIFIED IN THE COMPREHENSIVE PROCUREMENT GUIDELINE PROGRAM. 26. TO THE EXTENT PRACTICABLE, CONTRACTOR SHALL UTILIZE SUPERFUND GREEN REMEDIAL PRACTICES. TO THE EXTENT PRACTICABLE, CONTRACTOR SHALL UTILIZE SUPERFUND GREEN REMEDIAL PRACTICES. 27. CONTRACTOR SHALL WORK WITH ASHCROFT TO MINIMIZE DISRUPTION TO USAGE OF PROPERTY. CONTRACTOR SHALL WORK WITH ASHCROFT TO MINIMIZE DISRUPTION TO USAGE OF PROPERTY. CONTACT INFORMATION: ASHCROFT 250 EAST MARK ST. STRATFORD, CT. 06614-5145 PHONE: 203-378-8281 CONTACT: JOHN TURBEVILLE (ENGINEERING) 28. BORING LOCATIONS ARE SHOWN ON THE PLANS. BORING LOGS ARE PROVIDED IN APPENDIX TO THE SPECIFICATIONS. BORING LOCATIONS ARE SHOWN ON THE PLANS. BORING LOGS ARE PROVIDED IN APPENDIX TO THE SPECIFICATIONS. 29. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTINUOUS CLEANING OF MUD, DIRT AND DEBRIS OFF STREETS WHEN SUCH THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTINUOUS CLEANING OF MUD, DIRT AND DEBRIS OFF STREETS WHEN SUCH MUD, DIRT OR DEBRIS IS DEPOSITED THERE AS A RESULT OF HIS CONSTRUCTION ACTIVITY. ANY DEBRIS, MUD OR DELETERIOUS MATERIAL FROM THE PROJECT SHALL BE REMOVED FROM THE STREET AND SURROUNDING STREETS BY CONTRACTOR AT THE END OF EACH WORKING DAY, OR BEFORE, IF DIRECTED BY USACE. 30. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES AND SHALL PROVIDE ALL NECESSARY CONTINUOUS BARRIERS OF THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES AND SHALL PROVIDE ALL NECESSARY CONTINUOUS BARRIERS OF SUFFICIENT TYPE, SIZE AND STRENGTH TO PREVENT ACCESS TO ALL OPEN EXCAVATIONS AT THE COMPLETION OF EACH DAY'S WORK. 31. THE WORD "SHALL", WHEREVER IT APPEARS IN THE CONTRACT DOCUMENTS, IS USED TO INDICATE MANDATORY REQUIREMENTS THE WORD "SHALL", WHEREVER IT APPEARS IN THE CONTRACT DOCUMENTS, IS USED TO INDICATE MANDATORY REQUIREMENTS STRICTLY TO BE FOLLOWED IN ORDER TO CONFORM TO THE CONTRACT DOCUMENTS AND FROM WHICH NO DEVIATION IS PERMITTED ("SHALL" EQUALS "IS REQUIRED TO").

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1. THE LOCATION OF ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE AND ARE BASED UPON FIELD LOCATION THE LOCATION OF ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE AND ARE BASED UPON FIELD LOCATION OF VISIBLE STRUCTURES AND APPURTENANCES AND COMPILATION OF RECORD MAPPING. ADDITIONAL UTILITIES MAY BE PRESENT. PRIOR TO EXCAVATING, THE CONTRACTOR SHALL DETERMINE THE ACCURATE LOCATIONS OF THE UTILITIES SHOWN AND THE POSSIBLE EXISTENCE OF OTHER UNDERGROUND UTILITIES BY PROVIDING OBSERVATION TEST PITS AND CONTACTING UTILITY COMPANIES. CONNECTICUT STATE LAW REQUIRES CONTRACTOR TO CALL BEFORE YOU DIG AT 811 OR 800-922-4455 AT LEAST 48 BUSINESS HOURS PRIOR TO DIGGING. ALSO CONTACT TOWN OF STRATFORD DEPARTMENT OF PUBLIC WORKS. 2. ALL PIPES OR OTHER UTILITIES DAMAGED DURING THE CONTRACTOR'S OPERATIONS SHALL BE THE CONTRACTOR'S ALL PIPES OR OTHER UTILITIES DAMAGED DURING THE CONTRACTOR'S OPERATIONS SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR OR REPLACE AT NO COST TO THE OWNER. 3. ALL UTILITY BOXES, FRAMES, GRATES, ETC. DISTURBED BY CONTRACTOR AND NOT TO BE ABANDONED SHALL BE ALL UTILITY BOXES, FRAMES, GRATES, ETC. DISTURBED BY CONTRACTOR AND NOT TO BE ABANDONED SHALL BE RESET TO THE PROPER GRADE. 4. THE UTILITIES' OWNERSHIPS INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING:THE UTILITIES' OWNERSHIPS INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING:

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1. THE CONTRACTOR SHALL TAKE NECESSARY MEASURES TO CONTROL SOIL EROSION AND PREVENT THE FLOW OF THE CONTRACTOR SHALL TAKE NECESSARY MEASURES TO CONTROL SOIL EROSION AND PREVENT THE FLOW OF SEDIMENT FROM THE CONSTRUCTION SITE SO AS TO PREVENT DAMAGE TO ANY WETLANDS OR WATERWAYS. 2. INSTALL EROSION CONTROL MEASURES SHOWN, SPECIFIED AND REQUIRED BY THE USACE IMMEDIATELY AFTER INSTALL EROSION CONTROL MEASURES SHOWN, SPECIFIED AND REQUIRED BY THE USACE IMMEDIATELY AFTER SITE IS CLEARED AND BEFORE EXCAVATION OR IMMEDIATELY UPON REQUEST. MAINTAIN ALL SUCH CONTROL MEASURES UNTIL SURFACE TREATMENTS ARE IN PLACE AND/OR UNTIL PERMANENT VEGETATION IS ESTABLISHED. 3. ALL EROSION AND SEDIMENTATION CONTROL STRUCTURES SHALL BE MAINTAINED IN EFFECTIVE CONDITION ALL EROSION AND SEDIMENTATION CONTROL STRUCTURES SHALL BE MAINTAINED IN EFFECTIVE CONDITION THROUGHOUT THE CONSTRUCTION PERIOD. 4. REMOVE AND DISPOSE OF SILT TRAPPED AT BARRIERS. RESTORE ALL DISTURBED AREAS TO PRE-CONSTRUCTION REMOVE AND DISPOSE OF SILT TRAPPED AT BARRIERS. RESTORE ALL DISTURBED AREAS TO PRE-CONSTRUCTION CONDITIONS.

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CHAIN LINK FENCE

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STORM SEWER

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CONTOUR LINE

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FOLIAGE LINE

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CURB CATCHBASIN

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UTILITY POLE

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UTILITY POLE WITH GUY

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WATER SHUT OFF

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SANITARY MANHOLE

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LIGHT STAND

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GAS SHUT OFF

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UNDERGROUND GAS LINE/PAINT

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UNDERGROUND ELECTRIC LINE/PAINT

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WATER LINE/PAINT

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SANITARY SEWER

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REINFORCED CONCRETE PIPE

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CORRUGATED METAL PIPE

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BITUMINOUS ASPHALT

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CONCRETE

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RCP

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CMP

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BIT

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CONC

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OVERHEAD WIRES

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CATCHBASIN

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MANHOLE

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DMH

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TOP OF FRAME ELEVATION

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EDGE OF PAVEMENT

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EOP

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BOLLARD

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CENTER LINE

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SANITARY MANHOLE

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SMH

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CURBLESS CATCHBASIN

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CLCB

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ELECTRIC

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ELEC, E

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INVERT

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INV

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UNITED ILLUMINATING COMPANY

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UIC

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ASHW1C-08

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WETLAND FLAG AND BOUNDARY

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ELEVATION

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EL., ELEV.

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FEMA 100-YEAR FLOOD PLAIN BOUNDARY

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WATER

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GAS

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AutoCAD SHX Text (ELECTRIC) UNITED ILLUMINATING CO. 100 MARSH HILL ROAD ORANGE, CT 06477 PHONE: 203-926-4643 CONTACT: CLIFF CRONAN

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(SEWER AND DRAIN) TOWN OF STRATFORD, CT PHONE: 203-385-4013 CONTACT: JOHN CASEY

AutoCAD SHX Text 9.5

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STRUCTURE

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CHAIN LINK FENCE

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STEEL BOLLARD

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GRAVEL ROAD

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CONTOUR

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SPOT ELEVATION

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CONCRETE

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STONE MAINTENANCE STRIP

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LIMIT OF TREE CLEARING

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ROAD CENTERLINE

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RIPRAP

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LIMIT OF RIPRAP

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GAGE

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HIGH DENSITY POLYETHYLENE

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HDPE

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OUTSIDE DIAMETER

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POUNDS PER SQUARE INCH

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PSI

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TYPICAL

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TYP.

SLOPE

PROJECT

RAYMARK STORMWATER

PUMPING STATION

Stratford, Connecticut

AECOM TECHNICAL SERVICES, INC.

250 APOLLO DRIVE

CHELMSFORD, MA 01824

PHONE: (978) 905-2100

www.aecom.com

REGISTRATION

I/R DATE DESCRIPTION

ISSUE/REVISION

PROJECT NUMBER

SHEET TITLE

SHEET NUMBER

60610884

DISCIPLINE

Drawn By:

Dept Check:

Proj Check:

Date:

Scale:

B. TEETSEL

S. NAPOLITANO

M. MESERVE

D. GOVE

JUNE 2021

AS NOTED

00 C-101

PUMPING STATION EXISTING

CONDITIONS PLAN

CIVIL

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GAS METER

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BIT CURB

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EDGE OF PAVE

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EOP

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CONCRETE PAD

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GRAVEL ROAD

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STONE HEADWALL

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CONCRETE BLOCKS

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CONC STEPS

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ELECT. RISERS

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EXISTING SHEDS

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BOTTOM EDGE OF EXPOSED LEDGE

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PLATT STREET PUMP HOUSE

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METAL HATCHWAY

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ELEC. BOX

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CONC. HEAD/WINGWALL

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CONCRETE CHAMBER

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15" CMP

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15" RCP

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EDGE OF WATER

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EDGE OF WATER

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EDGE OF WATER

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GAS METER

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EOP

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15" RCP

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ELECTRIC BOXES

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ELECTRIC METER

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PARCEL LINES +/-

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RIP-RAP

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CONCRETE HEADWALL

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CHAIN LINK FENCE

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CONC. PATIO

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STONE AREA

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STM-PS-SB07

AutoCAD SHX Text Benchmark Drill Hole on MH Rim Elev.=9.18' COORDINATES: N:636522.36' E:899652.35'

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FEMA 100-YEAR FLOODPLAIN BOUNDARY AS OBTAINED FROM CT DEEP

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FEMA 100-YEAR FLOODPLAIN BOUNDARY AS OBTAINED FROM CT DEEP

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WETLAND FLAG (TYP.)

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WETLAND BOUNDARY (TYP.)

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FEMA 100-YEAR FLOOD PLAIN BOUNDARY

AutoCAD SHX Text No.16339

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SCALE: 1" = 20'

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PLAN

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SCALE: 1"=20'

PLATT ST.

PROJECT

RAYMARK STORMWATER

PUMPING STATION

Stratford, Connecticut

AECOM TECHNICAL SERVICES, INC.

250 APOLLO DRIVE

CHELMSFORD, MA 01824

PHONE: (978) 905-2100

www.aecom.com

REGISTRATION

I/R DATE DESCRIPTION

ISSUE/REVISION

PROJECT NUMBER

SHEET TITLE

SHEET NUMBER

60610884

DISCIPLINE

Drawn By:

Dept Check:

Proj Check:

Date:

Scale:

B. TEETSEL

S. NAPOLITANO

M. MESERVE

D. GOVE

JUNE 2021

AS NOTED

00 C-102

PUMPING STATION

PROPOSED SITE PLAN

CIVIL

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GAS METER

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BIT CURB

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EDGE OF PAVE

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BIT CURB

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EOP

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CONCRETE PAD

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GRAVEL ROAD

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STONE HEADWALL

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CONCRETE BLOCKS

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CONC STEPS

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ELECT. RISERS

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EXISTING SHEDS

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BOTTOM EDGE OF EXPOSED LEDGE

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PLATT STREET PUMP HOUSE

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METAL HATCHWAY

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ELEC. BOX

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CONC. HEAD/WINGWALL

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CONCRETE CHAMBER

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15" RCP

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EDGE OF WATER

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EDGE OF WATER

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EDGE OF WATER

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GAS METER

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EOP

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15" RCP

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ELECTRIC BOXES

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ELECTRIC METER

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PARCEL LINES +/-

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RIP-RAP

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CONCRETE HEADWALL

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CHAIN LINK FENCE

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CONC. PATIO

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STONE AREA

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STM-PS-SB07

AutoCAD SHX Text Benchmark Drill Hole on MH Rim Elev.=9.18' COORDINATES: N:636522.36' E:899652.35'

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FEMA 100-YEAR FLOODPLAIN BOUNDARY AS OBTAINED FROM CT DEEP

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VARIABLE WIDTH GRAVEL ROAD. SEE DETAIL SHEET 99 C-501 (TYP.)

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EXIST. PLATT STREET PUMPING STATION. SEE NOTE 5.

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MEET AND MATCH EXIST. GRAVEL ROAD

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LIMIT OF WORK

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ELECTRICAL BUILDING F.F.E. 12.5

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PLATT STREET STORM WATER PUMPING STATION TOP OF SLAB EL. 10.0

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ACCESS HATCH (TYP.)

AutoCAD SHX Text GENERATOR PAD. APPROX. 15'-0"x30'-2". TOP OF PAD EL. 12.5.

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STEEL BOLLARD (TYP.)

AutoCAD SHX Text 3'x10' PRECAST CONC. BOX CULVERT TO PUMPING STATION INFLUENT CHANNEL

AutoCAD SHX Text DRAINAGE CHANNEL GRADING AND AREA IMPROVEMENTS UNDER SEPARATE CONTRACT, SHOWN FOR COORDINATION ONLY

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PROTECT EXIST. MON. WELL TO REMAIN

AutoCAD SHX Text 8' HIGH CHAINLINK FENCE WITH 3 STRANDS OF BARBED WIRE. SEE DETAIL SHEET 99 C-501.

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18' WIDE MANUALLY OPERATED CHAINLINK FENCE GATE. SEE DETAIL SHEET 99 C-501.

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4' WIDE CHAINLINK SINGLE LEAF GATE. SEE DETAIL SHEET 99 C-501.

AutoCAD SHX Text 15'

AutoCAD SHX Text 26'

AutoCAD SHX Text 18'

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3H:1V SLOPE

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2' STONE MAINTENANCE STRIP. SEE DETAIL SHEET 99 C-502.

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METAL LANDING AND DOUBLE DOORS

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BAR RACK. SEE DETAIL SHEET 99 C-502.

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DRAINAGE CHANNEL CENTERLINE

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CENTERLINE GRAVEL ROAD (TYP.)

AutoCAD SHX Text 7'x6' TRANSFORMER PAD. EXIST. 208v SERVICE TO BE REMOVED.

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SECONDARY DUCTBANK TO NEW PUMPING STATION

AutoCAD SHX Text 9.7

AutoCAD SHX Text 9.5

AutoCAD SHX Text 9.3

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STA. 0+49 24" ACCESSFRAME AND COVER

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PLATT ST.

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EXCAVATE OUTLET CHANNEL TO PROPOSED CONTOURS AND SPOT ELEVATIONS SHOWN

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FEMA 100-YEAR FLOOD PLAIN BOUNDARY

AutoCAD SHX Text STEEL BOLLARD (TYP. OF 3, SPACED AT 5' CENTER TO CENTER). SEE DETAIL SHEET 99 C-502. INSTALL A TYPE 4 OBJECT MARKER IN FRONT OF THE TWO OUTSIDE BOLLARDS. SEE NOTE 6.

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2.25H:1V SLOPE

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PREPARED PAD AREA. 5' CLEARANCE AROUND TRANSFORMER PAD.

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PRIMARY DUCTBANK

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REMOVE EXIST. GUARD RAIL

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PROTECT EXIST. GUARD RAIL TO REMAIN

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1-4" C FOR TEL.

AutoCAD SHX Text 3'x10' PRECAST CONC. BOX CULVERT

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CONTINUOUS 4' WIDE BERM AT EL. 10.0. SEE NOTE 4.

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CONTINUOUS BERM AT EL. 10.0

AutoCAD SHX Text 9.4

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10' WIDE GRAVEL ROAD

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10' WIDE MANUALLY OPERATED CHAINLINK FENCE GATE. SEE DETAIL SHEET 99 C-501.

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CONTINUOUS 5' WIDE BERM AT EL. 10.0. SEE NOTE 4.

AutoCAD SHX Text 6.0

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AutoCAD SHX Text INSTALL RIPRAP ALONG SIDESLOPES TO EL. 3.0 AND EXTENDING FROM SIDEWALL OF CULVERT TO LIMIT OF ARTICULATED CONCRETE BLOCKS, TYP. BOTH SIDES OF BOX CULVERT. SEE DETAIL SHEET 99 C-503.

AutoCAD SHX Text

APPROX. LIMIT OF ARTICULATED CONCRETE BLOCKS (BY OTHERS UNDER SEPARATE CONTRACT)

AutoCAD SHX Text EASTERN WHITE PINE (TYP.). SEE PLANTING SCHEDULE THIS SHEET AND SPEC. SECT. 32 93 00.

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ARBORVITAE (TYP.). SEE PLANTING SCHEDULE THIS SHEET AND SPEC. SECT. 32 93 00.

AutoCAD SHX Text 32'

AutoCAD SHX Text R=30'

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10' WIDE TEMPORARY CONSTRUCTION EASEMENT

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20' WIDE PERMANENT ACCESS EASEMENT CENTERED ALONG EXISTING ROAD CENTERLINE

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10' WIDE TEMPORARY CONSTRUCTION EASEMENT

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PERMANENT EASEMENT TO PROPERTY LINE

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10' WIDE TEMPORARY CONSTRUCTION EASEMENT

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LIMIT PERMANENT EASEMENT

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LIMIT PERMANENT EASEMENT

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AutoCAD SHX Text NOTES: 1. ALL GRASSED AREAS DISTURBED BY CONSTRUCTION ALL GRASSED AREAS DISTURBED BY CONSTRUCTION ACTIVITIES AND ALL LOCATIONS WHERE GRADING IS REQUIRED OUTSIDE OF THE LIMITS OF THE PUMP STATION, GRAVEL ROAD AND RIPRAP FOOTPRINT SHALL BE LOAMED WITH 6-INCHES OF LOAM AND SEEDED. EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL GRASS GROWTH IS ESTABLISHED AND SITE IS STABILIZED. 2. SEDIMENTATION AND EROSION CONTROL MEASURES SEDIMENTATION AND EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO COMMENCING ANY SITE DISTURBANCE. 3. CLEAR AND GRUB THE SITE IN ACCORDANCE WITH THE CLEAR AND GRUB THE SITE IN ACCORDANCE WITH THE SPECIFICATIONS. 4. UNDERNEATH GRAVEL ROAD, AND IN OTHER BERM UNDERNEATH GRAVEL ROAD, AND IN OTHER BERM LOCATIONS, THE BERM SHALL CONSIST OF BACKFILL BERM SHALL CONSIST OF BACKFILL AND FILL MATERIAL COMPACTED TO 95% RELATIVE DENSITY PER ASTM D 1557. 5. AT COMPLETION OF PROJECT, ALL MECHANICAL AND AT COMPLETION OF PROJECT, ALL MECHANICAL AND ELECTRICAL EQUIPMENT IN EXISTING PLATT ST. PUMPING STATION, INCLUDING PUMPS AND MOTORS SHALL BE SALVAGED/REMOVED AND TURNED OVER TO THE TOWN OF STRATFORD. FILL STRUCTURE AND 48-INCH DIAMETER INLET PIPE WITH SAND. SAND SHALL BE FINE AGGREGATE IN ACCORDANCE WITH ASTM C33. PLUG 48" RCP PIPE INLET WITH BRICK AND MORTAR. 6. TWO TYPE 4 OM4-2 OBJECT MARKERS (END OF TWO TYPE 4 OM4-2 OBJECT MARKERS (END OF ROADWAY) SHALL BE INSTALLED IN ACCORDANCE WITH MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) CHAPTER 2C REQUIREMENTS, LATEST EDITION.

PLANTING SCHEDULE PLANTING SCHEDULE BOTANICAL NAME COMMON NAME SIZE QUANTITY SPACING Thuja Occidentalis Arborvitae 10-12 Ft. Tall 12 Approx. 3' O.C. (Balled and Burlapped) Pinus Strobus Eastern White Pine 12-15 FT. Tall 14 As shown on (Balled and Burlapped) planting plan

PROJECT

RAYMARK STORMWATER

PUMPING STATION

Stratford, Connecticut

AECOM TECHNICAL SERVICES, INC.

250 APOLLO DRIVE

CHELMSFORD, MA 01824

PHONE: (978) 905-2100

www.aecom.com

REGISTRATION

I/R DATE DESCRIPTION

ISSUE/REVISION

PROJECT NUMBER

SHEET TITLE

SHEET NUMBER

60610884

DISCIPLINE

Drawn By:

Dept Check:

Proj Check:

Date:

Scale:

B. TEETSEL

S. NAPOLITANO

M. MESERVE

D. GOVE

JUNE 2021

AS NOTED

00 C-103

SITE ACCESS PLAN

CIVIL

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CHAIN LINK FENCE

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BIT CURB

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EOP

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BOLLARD RAIL

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CONC PAD

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GAS METER

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BIT CURB

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EDGE OF PAVE

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BIT CURB

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EOP

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EOP

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CONCRETE PAD

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GRAVEL ROAD

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STONE HEADWALL

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CONC STEPS

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ELECT. RISERS

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24" RCP

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24" RCP

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24" RCP

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18"CPP

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18" RCP

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CONC PAD

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EXISTING SHEDS

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24" RCP

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TOP EDGE OF EXPOSED LEDGE

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BOTTOM EDGE OF EXPOSED LEDGE

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BOTTOM EDGE OF EXPOSED LEDGE

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TOP EDGE OF EXPOSED LEDGE

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PLATT STREET PUMP HOUSE

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METAL HATCHWAY

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ELEC. BOX

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15" CMP

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24" RCP

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18" RCP

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EDGE OF WATER

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STREAM

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GAS METER

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EOP

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15" RCP

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ELECTRIC BOXES

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ELECTRIC METER

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18" RCP

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APPROXIMATE LOCATION-4'' GAS MAIN

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4" GAS MAIN(PER PLAN)

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42" RCP

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42" RCP

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42" RCP

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42" RCP

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ABANDONED 24" RCP

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8" WATERMAIN

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EXISTING BUILDING

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EXISTING BUILDING

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BIT CURB

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ARGON TANK

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STAIRS

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STAIRS

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BOLLARDS

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BOLLARDS

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10" CLAY

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12" RCP

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12" RCP

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6" PVC

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EXISTING

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BUILDING

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PAVED PARKING

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GATE

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LOADING DOCK

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GATE

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PAVED PARKING

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18" RCP

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24" RCP

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GUARD SHACK

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18" RCP

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24" RCP

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8" WATERMAIN

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LEDGE OUTCROP

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AutoCAD SHX Text Benchmark Drill Hole on MH Rim Elev.=9.18' COORDINATES: N:636522.36' E:899652.35'

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FEMA 100-YEAR FLOODPLAIN BOUNDARY AS OBTAINED FROM CT DEEP

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VARIABLE WIDTH GRAVEL ROAD

AutoCAD SHX Text 3'x10' PRECAST CONC. BOX CULVERT PUMPING STATION OUTLET

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LIMIT OF WORK

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ELECTRICAL BUILDING

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PLATT STREET STORMWATER PUMPING STATION

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GENERATOR PAD

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PROTECT EXIST. MON. WELL TO REMAIN

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WETLAND FLAG (TYP.)

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WETLAND BOUNDARY (TYP.)

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8' HIGH CHAINLINK FENCE WITH 3 STRANDS OF BARBED WIRE

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ELECT. RM.

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EXISTING DIRT ROAD

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APPROXIMATE GENERAL LOCATION FOR CONTRACTOR'S STAGING AND WORKING YARD

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GATE TO ASHCROFT PROPERTY

AutoCAD SHX Text PRECAST CONCRETE BOX CULVERT AND RELATED STRUCTURES (TO BE CONSTRUCTED BY OTHERS)

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ASHCROFT PARKING LOT

AutoCAD SHX Text DRAINAGE CHANNEL GRADING AND AREA IMPROVEMENTS UNDER SEPARATE CONTRACT, SHOWN FOR COORDINATION ONLY

AutoCAD SHX Text 3'x10' PRECAST CONC. BOX CULVERT TO PUMPING STATION INFLUENT CHANNEL

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ACCESS ROUTE TO PUMPING STATION

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EXISTING GATE

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20' WIDE PERMANENT ACCESS EASEMENT EXTENDING 20' SOUTH FROM EDGE OF PAVEMENT

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TEMPORARY CONSTRUCTION EASEMENT

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20' WIDE PERMANENT ACCESS EASEMENT CENTERED ALONG EXISTING ROAD CENTERLINE

AutoCAD SHX Text No.16339

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PECK STREET

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PLATT STREET

AVERY STREET

PROJECT

RAYMARK STORMWATER

PUMPING STATION

Stratford, Connecticut

AECOM TECHNICAL SERVICES, INC.

250 APOLLO DRIVE

CHELMSFORD, MA 01824

PHONE: (978) 905-2100

www.aecom.com

REGISTRATION

I/R DATE DESCRIPTION

ISSUE/REVISION

PROJECT NUMBER

SHEET TITLE

SHEET NUMBER

60610884

DISCIPLINE

Drawn By:

Dept Check:

Proj Check:

Date:

Scale:

B. TEETSEL

S. NAPOLITANO

M. MESERVE

D. GOVE

JUNE 2021

AS NOTED

00 C-104

BOX CULVERT PLAN AND

PROFILE

CIVIL

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STONE HEADWALL

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CONCRETE BLOCKS

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ELECT. RISERS

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EXISTING SHEDS

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PLATT STREET PUMP HOUSE

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METAL HATCHWAY

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ELEC. BOX

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CONC. HEAD/WINGWALL

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EDGE OF WATER

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EDGE OF WATER

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EDGE OF WATER

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GAS METER

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PARCEL LINES +/-

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RIP-RAP

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CONCRETE HEADWALL

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CHAIN LINK FENCE

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CONC. PATIO

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STONE AREA

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STM-PS-SB07

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AutoCAD SHX Text 3'x10' PRECAST CONC. BOX CULVERT PUMPING STATION OUTLET

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2H:1V RIPRAP SLOPE

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LIMIT OF WORK

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ELECTRICAL BUILDING F.F.E. 12.5

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PLATT STREET STORMWATER PUMPING STATION TOP OF SLAB EL. 10.0

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STEEL BOLLARD (TYP.). SEE DETAIL SHEET 99 C-501.

AutoCAD SHX Text 3'x10' PRECAST CONC. BOX CULVERT TO PUMPING STATION INFLUENT CHANNEL

AutoCAD SHX Text DRAINAGE CHANNEL GRADING AND AREA IMPROVEMENTS UNDER SEPARATE CONTRACT, SHOWN FOR COORDINATION ONLY

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WETLAND FLAG (TYP.)

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WETLAND BOUNDARY (TYP.)

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8' HIGH CHAINLINK FENCE. SEE DETAIL SHEET 99 C-501.

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10' WIDE GRAVEL ROAD

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4' WIDE CHAINLINK SINGLE LEAF GATE. SEE DETAIL SHEET 99 C-501.

AutoCAD SHX Text 15'

AutoCAD SHX Text 26'

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3H:1V SLOPE

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2' WIDE STONE MAINTENANCE STRIP. SEE DETAIL SHEET 99 C-502.

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File details come from the government source that posted it. Updated Jan 25, 2022.