Drawings.pdf

PDF 15 MB Posted Aug 9, 2018

Attached to: Access Road and Wall Barrier Construction, Raymark Phase 2A, Stratford, CT
Solicitation number: W912WJ18B0006
Issued by: Department of the Army Corps of Engineers Engineering District New England

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File	Type	Posted
BidAbstract.pdf	PDF	Oct 29, 2018
Bid_Summary.pdf	PDF	Oct 25, 2018
Amend0009_Attachment_1_-_Contract_Plating_Phase_II_Environmental_Site_Assessment_Summary.pdf	PDF	Oct 15, 2018
AMendment_0009.pdf	PDF	Oct 15, 2018
Amend0009_Attachment_2_-Raymark_-_Contract_Plating_Data_AECOM_25_SEP_2018.pdf	PDF	Oct 15, 2018
Amendment_0008.pdf	PDF	Oct 12, 2018
Amendment_0007.pdf	PDF	Oct 3, 2018
Amendment_0006.pdf	PDF	Sep 27, 2018
Amendment_0005.pdf	PDF	Sep 13, 2018
Amendment_0004.pdf	PDF	Sep 7, 2018
W912WJ18B0006_Amendment_0003.pdf	PDF	Sep 5, 2018
Amendment_0002.pdf	PDF	Aug 24, 2018
W912WJ18B0006_Solicitation.pdf	PDF	Aug 9, 2018
Amendment_0001.pdf	PDF	Aug 9, 2018
Specifications.pdf	PDF	Aug 9, 2018

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New England District of Engineers US Army Corps

BUILDING STRONG CADCODE:

NOT TO SCALE

VICINITY MAP

NOT TO SCALE

LOCATION PLAN

MINUTEMAN DESIGN

VENTURES LLC

COVER SHEET & INDEX

DESIGN FILESHEET NO.

G-0011

INDEX TO DRAWINGS

SHEET TITLE

XXXG001.DWG

EXISTING CONDITIONS PLAN 1 OF 3V-101 XXXV101.DWG

V-102 XXXV102.DWG

V-103 XXXV103.DWG

C-001 XXXC001.DWG

CONTROL POINTS AND ROADWAY LAYOUT 1 OF 2 C-101 XXXC101.DWG

CONTROL POINTS AND ROADWAY LAYOUT 2 OF 2 C-102 XXXC102.DWG

CONSTRUCTION PLAN 1 OF 2C-103 XXXC103.DWG

CONSTRUCTION PLAN 2 OF 2C-104 XXXC104.DWG

GRADING PLAN & PROFILE 1 OF 2CG-101 XXXCG101.DWG

GRADING PLAN & PROFILE 2 OF 2CG-102 XXXCG102.DWG

S-100 XXXS100.DWG

S-101 XXXS101.DWG

S-102 XXXS102.DWG

S-103 XXXS103.DWG

S-104 XXXS104.DWG

EXISTING CONDITIONS PLAN 2 OF 3

EXISTING CONDITIONS PLAN 3 OF 3

6 CD-101 XXXCD101.DWG DEMOLITION PLAN 1 OF 2

CD-102 XXXCD102.DWG DEMOLITION PLAN 2 OF 2

OVERALL GRADING PLANCG-001 XXXCG001.DWG

LANDSCAPE PLANSL-101 XXXL101.DWG

LANDSCAPE PLANSL-102 XXXL102.DWG

LANDSCAPE PLANSL-103 XXXL103.DWG

LANDSCAPE PLANSL-104 XXXL104.DWG

LANDSCAPE DETAILS

L-105 XXXL105.DWG

LANDSCAPE NOTES

L-501 XXXL501.DWG

L-502 XXXL502.DWG

LANDSCAPE PLANS

XXXS105.DWG

XXXS106.DWG

XXXS107.DWG

S-105

S-106

S-107

XXXS108.DWG

S-108

NOISE BARRIER SCHEMATIC PLAN

NOISE BARRIER #1 PLAN & PROFILE

NOISE BARRIER #2 PLAN & PROFILE 1 OF 3

NOISE BARRIER #2 PLAN & PROFILE 2 OF 3

NOISE BARRIER #2 PLAN & PROFILE 3 OF 3

NOISE BARRIER #3 PLAN & PROFILE 1 OF 2

NOISE BARRIER #3 PLAN & PROFILE 2 OF 2

NOISE BARRIER DATA TABLES 1 OF 2

XXXS109.DWG

S-109

NOISE BARRIER DATA TABLES 2 OF 2

PERMANENT BARRIER DRILLED SHAFTS

CONSTRUCTION PLANS FOR

INFRASTRUCTURE DESIGN

(PHASE 2A) OU4

RAYBESTOS MEMORIAL

BALLFIELD

RAYMARK INDUSTRIES, INC.

SUPERFUND SITE

STRATFORD, CONNECTICUT

JUNE 22, 2018

CORRECTED FINAL

SUBMITTAL

EXISTING CONDITIONS PLAN COVERV-001 XXXV001.DWG

DESIGN FILESHEET NO. SHEET TITLE

INDEX TO DRAWINGS

XXXS110.DWG

XXXS111.DWG

S-110

S-111

9 CONSTRUCTION DETAILS 1 OF 5C-002 XXXC002.DWG

PERMANENT BARRIER GENERAL STRUCTURAL NOTES

AND DETAILS

PERMANENT BARRIER PRECAST CONCRETE PANELS

XXXS112.DWG

S-112

XXXS113.DWG

S-113

PERMANENT BARRIER POSTS, BASE PLATES AND

ANCHOR RODS 1 OF 2

XXXS114.DWG

S-114

PERMANENT BARRIER POSTS, BASE PLATES AND

ANCHOR RODS 2 OF 2

XXXS115.DWG

S-115 PERMANENT BARRIER DESIGN ASSUMPTIONS

TEMPORARY BARRIER GENERAL STRUCTURAL NOTES

AND DETAILS

CONSTRUCTION DETAILS 2 OF 5C-003 XXXC003.DWG

CONSTRUCTION DETAILS 3 OF 5C-004 XXXC004.DWG

CONSTRUCTION DETAILS 4 OF 5C-005 XXXC005.DWG

C-105 XXXC105.DWG

TRAFFIC MANAGEMENT PLAN 1 OF 2C-106 XXXC106.DWG

TRAFFIC MANAGEMENT PLAN 2 OF 2C-107 XXXC107.DWG

TRAFFIC MANAGEMENT PLAN GENERAL NOTES,

STANDARD DETAILS, AND SIGN SUMMARY

CONSTRUCTION DETAILS 5 OF 5C-006 XXXC006.DWG

TYPICAL SECTIONS, CUL-DE-SAC DETAILS AND

PAVEMENT NOTES

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FROG POND LANE

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LOCUS

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CONNECTICUT STATE PLANE (NAD83)

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LOCUS MAP N.T.S.

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LEGEND

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TRAVERSE (CONTROL) POINT

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BENCHMARK

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GAS GATE

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FIRE HYDRANT

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WATER GATE

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UTILITY POLE

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TRANSFORMER

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RISER

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LIGHT

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GUY WIRE ANCHOR

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SEWER MANHOLE

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ELECTRIC MANHOLE

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MANHOLE

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CATCH BASIN

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MAILBOX

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SIGN

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RETAINING

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RET.

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CONCRETE:

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CONC.

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BITUMINOUS:

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BIT.

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JERSEY BARRIER

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J BAR

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TOP OF WALL

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ELECTRIC METER

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FOUND

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(FND)

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RECORD

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(REC)

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STONE BOUND

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CONCRETE BOUND

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DRILL HOLE

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ESCUTCHEON PIN

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E-PIN

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IRON PIPE

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IRON ROD

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PARKER-KALON NAIL

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SCALE 1"=100'

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AutoCAD SHX Text NOTES: 1) THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "ADOPTED STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS FOR USE BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996. IT IS A PROPERTY SURVEY AND DATA ACCUMULATION PLAN BASED ON A DEPENDENT RESURVEY "AND CONFORMS TO A HORIZONTAL CLASS" A-2 ACCURACY STANDARDS, AND A TOPOGRAPHIC CLASS T-2 ACCURACY STANDARD. 2) THE INFORMATION SHOWN HEREON IS BASED ON AN ON-THE-GROUND SURVEY PERFORMED BETWEEN MAY 11-JUNE 22, 2017 JUNE 22, 2017 3) THE HORIZONTAL DATUM FOR THIS PROJECT IS REFERENCED TO THE CONNECTICUT STATE PLANE COORDINATE SYSTEM REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 (NAD83), CORS ADJUSTMENT (NA2011/GEOID 12a) AS DETERMINED BY POINTS 2054, 60009 & 60011 HELD FROM PLAN REFERENCES 10 & 11 AND VERIFIED BY REDUNDANT GPS OBSERVATIONS MADE ON MAY 10, 2017 UTILIZING KEYSTONE PRECISION INSTRUMENTS' KEYNET GPS VIRTUAL REFERENCE SYSTEM (VRS) NETWORK. 4) THE VERTICAL DATUM FOR THIS PROJECT IS REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 THE VERTICAL DATUM FOR THIS PROJECT IS REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88), CORS ADJUSTMENT (NA2011/GEOID 12A) AS DETERMINED BY POINTS 2054, 60009 & 60011 HELD FROM PLAN REFERENCES 10 & 11 AND VERIFIED BY REDUNDANT GPS OBSERVATIONS MADE ON MAY 10, 2017 UTILIZING KEYSTONE PRECISION INSTRUMENTS' KEYNET GPS VIRTUAL REFERENCE SYSTEM (VRS) NETWORK. 5) THE BEARINGS AND DISTANCES AND THE COORDINATES THEY ARE BASED ON SHOWN ON THIS PLAN ARE IN THE BEARINGS AND DISTANCES AND THE COORDINATES THEY ARE BASED ON SHOWN ON THIS PLAN ARE IN U.S. SURVEY FEET IN THE CONNECTICUT STATE PLANE COORDINATE SYSTEM REFERENCED TO THE NORTH AMERICAN DATUM OF 1983, CORS ADJUSTMENT (NA2011/GEOID 12A) AS DETERMINED BY POINTS 2054, 60009 & 60011 HELD FROM PLAN REFERENCES 10 & 11 AND VERIFIED BY REDUNDANT GPS OBSERVATIONS MADE ON MAY 10, 2017 UTILIZING MAINE TECHNICAL SOURCE RTK GPS NETWORK. 6) THE SITE LIES IN ZONE X (NOT A SPECIAL FLOOD HAZARD ZONE) ACCORDING TO FEMA FIRM 090016 THE SITE LIES IN ZONE X (NOT A SPECIAL FLOOD HAZARD ZONE) ACCORDING TO FEMA FIRM 090016 SITE LIES IN ZONE X (NOT A SPECIAL FLOOD HAZARD ZONE) ACCORDING TO FEMA FIRM 090016 PANEL 0453 SUFFIX G EFFECTIVE JULY 8, 2013. 7) PREMISES SHOWN HEREON ARE SUBJECT TO THE FOLLOWING: PREMISES SHOWN HEREON ARE SUBJECT TO THE FOLLOWING: 7.1 PERPETUAL EASEMENT AGREEMENT IN FAVOR OF LOT 2 MAP 2596 (LAND FORMERLY OF CONTRACT PLATING COMPANY) AND ENCUMBERING LOT 1 MAP 2596 (LAND NOW OR FORMERLY OF DALEY DEVELOPMENT CORPORATION) FOR UNDERGROUND SEWER LINE AS DESCRIBED IN THE TOWN OF STRATFORD LAND RECORDS VOL. 671 PG. 1074. SCHEDULE C OF THIS DOCUMENT CONTAINS THE EASEMENT DESCRIPTION AND IS NOT INCLUDED IN THE RECORDED DOCUMENT. (INDETERMINATE LOCATION)

AutoCAD SHX Text M50.10/B02/L08 N/F TOWN OF STRATFORD 540 LONGBROOK AVENUE STRATFORD, CT 06615 487,380± SF (10.5± ACRES) DEED BK 3668 PAGE 44

AutoCAD SHX Text M50.11/B13/L21 N/F TOWN OF STRATFORD FROG POND LANE STRATFORD, CT 06615 276,606± SF (6.35± ACRES) CERTIFICATE OF FORECLOSURE VOL. 4093 PG. 324

AutoCAD SHX Text M50.11/B13/L20 N/F TOWN OF STRATFORD 100 FROG POND LANE STRATFORD, CT 06615 309,276± SF (7.1± ACRES) CERTIFICATE OF FORECLOSURE VOL. 4093 PG. 324

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ABANDONED BASEBALL STADIUM REMAINS

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CONC. FOUNDATION REMAINS

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DIRT PILE

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DIRT PILE

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LAGOON

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LAGOON

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CONC. FOUNDATION REMAINS

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SHEET V-101

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SHEET V-102

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SHEET V-103

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FORMER LINES OF LAFAYETTE STREET CONVEYED TO ABUTTERS

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FORMER CONNECTICUT AVENUE (ABANDONED)

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7.2 PERPETUAL EASEMENT AND RIGHT-OF-WAY AGREEMENT BETWEEN DALEY DEVELOPMENT PERPETUAL EASEMENT AND RIGHT-OF-WAY AGREEMENT BETWEEN DALEY DEVELOPMENT CORPORATION AND THE SOUTHERN CT GAS CO. RECORDED IN VOL. 677 PG. 450 FOR 10-FOOT WIDTH STRIPS OF LAND ON LOTS 1 AND 2 MAP 2596. LOCATION OF SAID STRIPS IS INDETERMINATE BASED ON THE LANGUAGE IN THE EASEMENT DOCUMENT. 7.3 RESTRICTIONS AND ENCUMBRANCES SET FORTH IN VOL. 647 PG. 765 (DEED RAYMARK TO DALEY) AS SHOWN ON MAP 2596. 7.4 RIGHTS OF INGRESS AND EGRESS DENIED AS SET FORTH IN A DEED FROM THE STATE OF CONNECTICUT RECORDED IN VOL. 338 PG. 515. (LOCATION ALONG LONGBROOK AVE.) 7.5 SEWER EASEMENT (15' WIDE) RAYBESTOS-MANHATTAN TO THE TOWN OF STRATFORD VOL. 463 PG. SEWER EASEMENT (15' WIDE) RAYBESTOS-MANHATTAN TO THE TOWN OF STRATFORD VOL. 463 PG. 452 AS SHOWN ON MAP 2596. 7.6 UNDERGROUND SEEPAGE (OF WASTEWATER USED FOR MANUFACTURING PURPOSES) EASEMENT, CONTRACT PLATING CO. TO RAYBESTOS-MANHATTAN, INC VOL. 214 PG. 72. 7.7 DECLARATION OF RESTRICTIVE USE COVENANT TOWN OF STRATFORD TO CT DEPT. OF ECONOMIC AND DECLARATION OF RESTRICTIVE USE COVENANT TOWN OF STRATFORD TO CT DEPT. OF ECONOMIC AND COMMUNITY DEVELOPMENT V0L. 3851 PG. 301. (BLANKET) 7.8 NEGATIVE PLEDGE AND AGREEMENT, TOWN OF STRATFORD TO CT DEPT. OF ECONOMIC AND NEGATIVE PLEDGE AND AGREEMENT, TOWN OF STRATFORD TO CT DEPT. OF ECONOMIC AND COMMUNITY DEVELOPMENT VOL. 3851 PG. 308. (BLANKET) 7.9 EFFECTS, IF ANY, OF CERTAIN ORDERS TO ABATE POLLUTION ISSUED BY THE CT DEEP AGAINST EFFECTS, IF ANY, OF CERTAIN ORDERS TO ABATE POLLUTION ISSUED BY THE CT DEEP AGAINST CONTRACT PLATING CO., INC. REFERENCE IS MADE TO: VOL. 609 PG. 996, VOL. 625 PG. 761, VOL. 657 PG. 648, VOL. 669 PG. 497, VOL. 697 PG. 442, AND VOL. 1528 PG. 214, ALL RECORDED IN THE TOWN OF STRATFORD LAND RECORDS. REFERENCE IS ALSO MADE TO AN ORDER ISSUED BY DEEP AGAINST DALEY DEVELOPMENT CORP. RECORDED IN VOL. 837 PG. 119 OF THE TOWN OF STRATFORD LAND RECORDS REQUIRING HIRING OF A CONSULTANT TO ADDRESS SITE CONTAMINATION. (BLANKET) 8) THE LEGAL STATUS OF EASEMENTS, WAYS AND RESTRICTIONS WERE NOT DETERMINED BY THIS SURVEY.

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SEWER EASEMENT (SEE NOTE 7.5)

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UNDERGROUND SEEPAGE EASEMENT (SEE NOTE 7.6)

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PROPOSED UNITED ILLUMINATING EASEMENT (SEE PLAN REFS 10 & 11 ON SHEET V-101)

UTILITY NOTE: ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE ONLY AND WERE COMPILED ACCORDING TO AVAILABLE RECORD PLANS FROM THE VARIOUS UTILITY COMPANIES AND PUBLIC AGENCIES. ACTUAL LOCATIONS MUST BE DETERMINED IN THE FIELD. BEFORE DESIGNING, EXCAVATING, BLASTING, INSTALLING, BACK FILLING, GRADING, PAVEMENT RESTORATION OR REPAIRING, ALL UTILITY COMPANIES, PUBLIC & PRIVATE, MUST BE NOTIFIED INCLUDING THOSE IN CONTROL OF UTILITIES NOT SHOWN ON THIS PLAN. PUBLIC ACT #87-71 OF THE CONNECTICUT STATE STATUTES. ALPHA SURVEY GROUP, LLC ASSUMES NO RESPONSIBILITY FOR DAMAGES INCURRED AS A RESULT OF UTILITIES OMITTED OR INACCURATELY SHOWN. BEFORE FUTURE CONNECTIONS, THE APPROPRIATE UTILITY ENGINEERING DEPARTMENTS MUST BE CONSULTED. CALL "CALL BEFORE YOU DIG" AT 811.

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LONGBROOK AVENUE

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PUBLIC WAY (VARIABLE WIDTH)

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COTTAGE PLACE

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PUBLIC WAY (50' WIDE)

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CONC. FOUNDATION REMAINS

AutoCAD SHX Text M50.10/B02/L06 N/F PETER DICOSTANZO 594 LONGBROOK AVE. VOL. 2495 PG. 050 "LOT 3 & 4 MAP REF. 7"

AutoCAD SHX Text M50.10/B02/L07 N/F ERNEST TURNIER 586 LONGBROOK AVE. VOL. 1592 PG. 277 "LOT 4 MAP REF. 7"

AutoCAD SHX Text M50.10/B02/L05 N/F JENNIFER & EDUARDO CABRERA 26 COTTAGE PL. VOL. 3893 PG. 242 "LOT 5 MAP REF. 7"

AutoCAD SHX Text M50.10/B02/L04 N/F KATHERINE ZOGBY 36 COTTAGE PL. VOL. 3301 PG. 032 "LOT 6 MAP REF. 7"

AutoCAD SHX Text M50.10/B02/L03 N/F STEPHANIE BRACKETT 44 COTTAGE PL. VOL. 3980 PG. 128 "LOT 7 MAP REF. 7"

AutoCAD SHX Text M50.10/B02/L02 N/F CHARLES A. PEREZ 52 COTTAGE PL. VOL. 3316 PG. 144 "LOT 8 MAP REF. 7"

AutoCAD SHX Text M50.10/B02/L01 N/F KEVIN, JOHN K. & KEITH FORGETTE 66 COTTAGE PL. VOL. 3418 PG. 174 "LOT 9 & 10 MAP REF. 7"

AutoCAD SHX Text M50.11/B18/L20 N/F RANDAL E. & ANGELA M. WOODSON 84 COTTAGE PL. VOL. 1936 PG. 068 "LOT 8 MAP REF. 7"

AutoCAD SHX Text M50.11/B18/L18 N/F TBJT LLC COTTAGE PL. VOL. 2602 PG. 314 "PART OF LOT 13 MAP REF. 7"

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BIT. CONC.

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GRAVEL

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CONC. FOUNDATION REMAINS

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STONE RET. WALL

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BIT. CONC.

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CONC.

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CONC.

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BOTOM OF WALL

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6"L.P. PLAS.

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AutoCAD SHX Text M50.11/B18/L19 N/F FRANCIS & MARJORIE KAMINSKI 54 COTTAGE PL. VOL. 3612 PG. 294 "LOT 12 & 13 MAP REF. 7"

AutoCAD SHX Text M50.11/B13/L19 N/F ALEXANDRA IRIZARRY & KYLE MORGAN 130 CLINTON AVE. VOL. 3644 PG. 329 "LOTS 29 & 60 MAP REF. 1"

AutoCAD SHX Text M50.11/B18/L6 N/F MICHAEL S. CARRIGER 200 CLINTON AVE. VOL. 3794 PG. 307 "LOT 6 MAP REF. 4"

AutoCAD SHX Text M50.11/B13/L22 N/F HURD AVENUE DEVELOPMENT LLC "LAFAYETTE ST." VOL. 3156 PG. 323 "LOTS 64 & 65 MAP REF. 1"

AutoCAD SHX Text M50.11/B13/L18 N/F LLOYD SCHRECKENGOST 120 CLINTON AVE. VOL. 625 PG. 150 "LOT 30 MAP REF. 1"

AutoCAD SHX Text M50.11/B13/L17 N/F SCOTT A. & REBECCA J. SINNOTT 110 CLINTON AVE. VOL. 1949 PG. 277 "LOT 31 MAP REF. 1"

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PUBLIC WAY (50' WIDE)

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FORMER PROPERTY LINE

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SHED

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SHED

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J BAR

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GATE

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SHED

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STONE RET. WALL

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PILE

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OFFICE TRAILER

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BIT. CONC.

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OHW

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STONE RET. WALL

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SHEET 1

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SHEET 1

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LOT 66 (PLAN REF. #1) NO ASSESSORS DATA AVAILABLE OWNERS UNKNOWN

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N/F STATE OF CONNECTICUT (METRO NORTH COMMUTER RAILROAD - OPERATOR)

AutoCAD SHX Text PROPOSED UTILITY EASEMENT IN FAVOR OF THE UNITED ILLUMINATING CO. (SEE PLAN REF. 10 WHICH ALSO SHOWS "AREAS OF NO EXCAVATION" AT LOCATION OF PROPOSED SUPPORT STRUCTURES)

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CONNECTICUT STATE PLANE (NAD83)

AutoCAD SHX Text MAP REFERENCES: 1) "PATTERSON PARK, STRATFORD CONN." RECORDED AS MAP No. 32 2) "PROPERTY DIVISION MAP OF PROPERTY LOCATED ON FROG POND ROAD STRATFORD CONNECTICUT" RECORDED AS No. MAP 2596 3) "LOT LINE REVISION PLAN OF PROPERTY LOCATED ON HURD AVENUE, CLINTON AVENUE, STRATFORD, CONNECTICUT" RECORDED AS MAP No. 3732 4) "RECORDED SUBDIVISION MAP, CLINTON AVENUE ESTATES, CLINTON AVENUE AND COTTAGE PLACE, STRATFORD, CT" RECORDED AS MAP No. 3674 5) "TITLE SURVEY OF PROPERTY IN STRATFORD, CONN" RECORDED AS MAO No. 404 6) "RIGHT OF WAY AND TRACK MAP, THE NEW YORK NEW HAVEN AND HARTFORD R.R. CO." RECORDED AS MAP NUMBER V53.63/49 7) "COTTAGE PLACE, STRATFORD CONN." RECORDED AS MAP No. 305

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8) "MAP OF PROPERTY OF ESTATE OF SAMUEL W. PATTERSON, STRATFORD, CT" RECORDED AS MAP No. 33 9) "PROPERTY OF CONTRACT PLATING CO. STRATFORD, CONN" FILED WITH TOWN OF STRATFORD, CONN BUREAU OF ENGINEERING AS FILE No. GB 80 10) "MAP SHOWING EASEMENT AREA GRANTED TO THE UNITED ILLUMINATING COMPANY, 540 LONGBROOK AVENUE, TOWN OF STRATFORD, COUNTY OF FAIRFIELD, STATE OF CONNECTICUT", ("PRELIMINARY FOR INTERNAL REVIEW ONLY"), DRAWN BY BL COMPANIES, MARCH 3, 2017, SHEET NO. EA-484 11) "MAP SHOWING EASEMENT AREA GRANTED TO THE UNITED ILLUMINATING COMPANY, 100 FROG POND LANE, TOWN OF STRATFORD, COUNTY OF FAIRFIELD, STATE OF CONNECTICUT", ("PRELIMINARY FOR INTERNAL REVIEW ONLY"), DRAWN BY BL COMPANIES, MARCH 3, 2017, SHEET NO. EA-485

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FROG POND LANE

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PUBLIC WAY (VARIABLE WIDTH)

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ABANDONED BASEBALL STADIUM REMAINS

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BLEACHERS W/ CONC. BASE

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ABANDONED 1 STORY MASONRY BUILDING

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DUGOUT

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DUGOUT

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BIT. CONC.

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BURNED BUILDING REMAINS

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WOODED

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GUTTER LINE

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CLINTON AVENUE

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PUBLIC WAY (50' WIDE)

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OHW

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CONC.

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6"WRP

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6"WRP

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12" CI FORCE MAIN (REC)

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BIT. CONC.

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EXTENTS OF BIT. CONC. UNKNOWN

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METAL-FRAMED BLEACHERS

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METAL-FRAMED BLEACHERS

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METAL SUPPORT TOWER

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METAL SUPPORT TOWER

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CONC. RET. WALL BELOW BLEACHERS

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CONC. RET. WALL

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WOOD RET. WALL

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CONC. RET. WALL BELOW BLEACHERS

AutoCAD SHX Text M50.11/B13/L9 N/F ROBERT L. MINSASIAN 30 CLINTON AVE. VOL. 2958 PG. 56 "LOT 39 & 50 MAP REF. 1"

AutoCAD SHX Text M50.11/B13/L17 N/F SCOTT A. & REBECCA J. SINNOTT 110 CLINTON AVE. VOL. 1949 PG. 277 "LOT 31 MAP REF. 1"

AutoCAD SHX Text M50.11/B13/L15 N/F SEAN MURPHY & STACY BUFALINI 90 CLINTON AVE. VOL. 3338 PG. 214 "LOT 33 MAP REF. 1"

AutoCAD SHX Text M50.11/B13/L14 N/F EDWIN & JANE GERWIEN (SV) 80 CLINTON AVE. VOL. 520 PG. 942 "LOT 34 MAP REF. 1"

AutoCAD SHX Text M50.11/B13/L13 N/F MICHAEL ROMANIELLO & OLGA NEZHINSKAYA 70 CLINTON AVE. (NO DEED LISTED ON ASSESSOR'S WEB SITE) "LOT 35 & 54 MAP REF. 1"

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AutoCAD SHX Text M50.11/B13/L11 N/F URSULA A. MORROW 50 CLINTON AVE. VOL. 3983 PG. 146 "LOT 37 & 52 MAP REF. 1"

AutoCAD SHX Text M50.11/B13/L10 N/F CYNTHIA A. DAMATO 40 CLINTON AVE. VOL. 3885 PG. 87 "LOT 38 & 51 MAP REF. 1"

AutoCAD SHX Text M50.11/B13/L8 N/F JOHN & ANNIKA CASTANEDA (SV) 14 CLINTON AVE. VOL. 2686 PG. 245 "LOT 40 & 49 MAP REF. 1"

AutoCAD SHX Text M50.11/B13/L7 N/F ROSE E. CARROLL 10 CLINTON AVE. VOL. 1094 PG. 182 "LOT 41 & 48 MAP REF. 1"

AutoCAD SHX Text M50.11/B13/L6 N/F TIMOTHY G. & DALE M. HIDU 370 PATTERSON AVE. VOL. 549 PG. 256 "LOT 42 MAP REF. 1"

AutoCAD SHX Text M50.11/B13/L5 N/F PAUL ROHALY & LISA TAGLIAFERRO (SV) 382 PATTERSON AVE. VOL. 722 PG. 741 "LOT 43 MAP REF. 1"

AutoCAD SHX Text M50.11/B13/L4 N/F PHILIP GIUBILIO & KRISTINA CHASE (SV) 390 PATTERSON AVE. VOL. 3226 PG. 327 "LOT 44 MAP REF. 1"

AutoCAD SHX Text M50.11/B13/L2 N/F JESSE & SARAH J. MASETO (SV) 414 PATTERSON AVE. VOL. 3658 PG. 215 "LOT 46 MAP REF. 1"

AutoCAD SHX Text M50.11/B13/L3 N/F ROBERT P. PURCIELLO JR. 402 PATTERSON AVE. (NO DEED LISTED ON ASSESSOR'S WEB SITE) "LOT 45 MAP REF. 1"

AutoCAD SHX Text M50.11/B13/L1 N/F LISA PEREIRA 424 PATTERSON AVE. VOL. 2317 PG. 155 "LOT 47 MAP REF. 1"

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PATTERSON AVENUE

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AutoCAD SHX Text S 59° 53' 53" E

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AutoCAD SHX Text S 60° 01' 41" E

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FORMER PROPERTY LINE

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BIT. CONC.

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BIT. CONC.

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ABANDONED BUILDING

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CONC. PAD

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CONC. RET. WALL W/ STEPS

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UNKNOWN UTILITY STRUCTURE

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AutoCAD SHX Text M50.11/B13/L16 N/F JOSEPH C. ALEXANDER JR. 100 CLINTON AVE. VOL. 3428 PG. 334 "LOT 32 MAP REF. 1"

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LOCUS

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LONGBROOK AVE.

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CONNECTICUT STATE PLANE (NAD83)

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PATH

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6"WRP

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1 1/4"PLA

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(REC)

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15' WIDE SEWER EASEMENT VOL. 463 PG. 452

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(REC)

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(REC)

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FORMER PROPERTY LINE

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FORMER PROPERTY LINE

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(NON-TANGENT)

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PILE

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PILE

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PILE

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PILE

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EXPOSED 6" METAL PIPE

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EXPOSED 4" METAL PIPE

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LAGOON

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LAGOON

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SCORE BOARD POST

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N/F STATE OF CONNECTICUT (METRO NORTH COMMUTER RAILROAD - OPERATOR)

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APPROXIMATE LOCATION OF SEWER EASEMENT VOL. 671 PG. 1071

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CONNECTICUT STATE PLANE (NAD83)

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EXIST. STONE RET.

WALL TO REMAIN

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R&D ASPHALT

CONCRETE FOUNDATION TO BE

REMOVED AND RE-GRADED BY THE

TOWN'S CONTRACTOR. AREAS

SHALL MEET EXISTING GRADE (TYP.)

PROP. COLD PLANING

CONCRETE FOUNDATION TO

BE REMOVED AND RE-GRADED

(TO ASSUME CONTOURS) BY

THE TOWN'S CONTRACTOR

R&D ASPHALT

CONCRETE WALLS AND JERSEY BARRIERS

WITHIN RCRA CAP AREA TO BE REMOVED BY

THE TOWN'S CONTRACTOR. R&D CLF. AREA

SHALL BE GRADED TO MEET EXISTING GRADE.

ASPHALT TO REMAIN.

R&D CLF

(APPROX. 390'±)

DIRT PILE TO BE REMOVED AND

RE-GRADED (TO ASSUME CONTOURS)

BY THE TOWN'S CONTRACTOR

DIRT PILE TO BE REMOVED AND

RE-GRADED (TO ASSUME CONTOURS)

BY THE TOWN'S CONTRACTOR

R&D CLF

(APPROX. 365'±)

R&D EXIST. GATE

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PROP. COLD

PLANING

R&D MAILBOX

REMOVE AND RELOCATE

EXIST. UTILITY POLES

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CLEARING AND GRUBBING

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REMOVE EXIST. UTILITY

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REMOVE EXIST. UTILITY

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ADJUST ELECTRIC

MANHOLES

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STONE RET. WALL, CONCRETE

FOUNDATION TO BE REMOVED

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LIMIT OF FENCE

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PROP. HAY BALES OR

COMPOST FILTER TUBE FOR

EROSION CONTROL (TYP.)

PROP. HAY BALES OR

COMPOST FILTER TUBE FOR

EROSION CONTROL (TYP.)

ASSUMED EXIST.

CONTOURS, SEE

NOTE #9 (TYP.)

ASSUMED EXIST.

CONTOURS, SEE

NOTE #9 (TYP.)

REMOVE EXIST. LEDGE OUTCROP

AS NECESSARY TO CONSTRUCT

BARRIER & RIPRAP SWALE

REMOVE EXIST. LEDGE

OUTCROP AS NECESSARY

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1. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR JOB SITE SAFETY AND ALL CONSTRUCTION MEANS AND METHODS. PRIOR TO BEGINNING CONSTRUCTION, CONTRACTOR

SHALL WALK THE SITE WITH THE CONTRACTING OFFICER REPRESENTATIVE TO GAIN A THOROUGH UNDERSTANDING OF THE PROJECT, INCLUDING ANY SPECIAL CONDITIONS AND

CONSTRAINTS.

2. ALL UTILITY CONNECTIONS ARE SUBJECT TO THE APPROVAL OF, AND GRANTING OF PERMITS BY THE TOWN OF STRATFORD. IT SHALL BE BE THE RESPONSIBILITY OF THE GENERAL

CONTRACTOR TO SEE THAT ALL PERMITS AND APPROVALS ARE OBTAINED BEFORE STARTING CONSTRUCTION.

3. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR MAKING ALL NECESSARY ARRANGEMENTS FOR AND FOR PERFORMING ANY NECESSARY WORK INVOLVED IN CONNECTION

WITH THE DISCONTINUANCE OF ANY UTILITIES OR WITHIN THE JURISDICTION OF ANY UTILITY COMPANIES, SUCH AS ELECTRIC, TELEPHONE, WATER, GAS, AND ANY SYSTEM OR

SYSTEMS WHICH WILL BE AFFECTED BY THE WORK TO BE PERFORMED UNDER THE CONTRACT. UTILITY POLES TO BE RELOCATED OR REMOVED REQUIRE COORDINATION WITH

UNITED ILLUMINATING (800) 722-5584.

4. THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE AGENCIES, DEPARTMENTS, AND UTILITY COMPANIES, IN WRITING, AT LEAST 48 HOURS AND NO MORE THAN 30 DAYS PRIOR TO

ANY CONSTRUCTION. CONSTRUCTION SHALL NOT INTERFERE WITH OR INTERRUPT UTILITIES WHICH ARE TO REMAIN IN OPERATION.

5. THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY AND HAVE NOT BEEN VERIFIED BY THE CONTRACTING OFFICER REPRESENTATIVE OR ITS

REPRESENTATIVES. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO COMMENCING WORK, AND AGREES TO BE FULLY

RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MAY BE DUE TO THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR

IS TO CONTACT "CALL BEFORE YOU DIG" AT 1-800-922-4455, A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION PERFORMED ON-SITE.

6. ALL EXISTING ITEMS TO BE REMOVED SHALL BE REMOVED AND DISPOSED IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS.

7. THE CONTRACTOR SHALL PREPARE AND SUBMIT A "STORMWATER POLLUTION PREVENTION PLAN (SWPPP)", AND THE CONNECTICUT DEEP "GENERAL PERMIT FOR THE DISCHARGE

STORMWATER AND DEWATERING WASTEWATERS FROM CONSTRUCTION ACTIVITIES (CONSTRUCTION GENERAL PERMIT)". THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING

AND MAINTAINING ADEQUATE SEDIMENT AND EROSION CONTROL MEASURES.

8. DEVIATIONS OR CHANGES FROM THESE PLANS AND SPECIFICATIONS WILL NOT BE ALLOWED UNLESS APPROVED IN WRITING BY THE CONTRACTING OFFICER REPRESENTATIVE.

9. ASSUMED EXISTING CONTOURS MAY BE REVISED DUE TO FINAL SITE GRADES AS RECEIVED FROM THE TOWN.

10. CONTRACTOR SHALL PROVIDE THE SERVICES OF A GEOTECHNICAL ENGINEER ON-SITE (REGISTER IN THE STATE OF CONNECTICUT) WHENEVER WORKING IN THE VICINITY OF THE

LAGOONS/SLUDGE.

11. TO THE EXTENT PRACTICABLE, THE CONTRACTOR MAY COMPLETE LAGOON CLEARING AND GRUBBING USING EQUIPMENT LOCATED OUTSIDE THE LAGOONS TO REDUCE RICKS OF

RUTTING, PUMPING, AND OTHERWISE DISTURBING THE SLUDGE. THE CONTRACTOR SHALL LIMIT CONSTRUCTION EQUIPMENT (EXCAVATORS, BULLDOZERS, ETC.) OPERATING IN

THE LAGOONS DURING CLEARING, GRUBBING AND FILL PLACEMENT TO EQUIPMENT WITH GROUND PRESSURE OF 1.5 POUNDS PER SQUARE INCH (PSI) OR LESS, AND COMPACTION

EQUIPMENT TO 3,300 LB. OR LESS. ONCE FILL IS PLACED ABOVE ELEVATION 16, EQUIPMENT WITH GROUND PRESSURE LESS THAN 5 PSI COULD BE USED ON TOP OF THE FILL, AND

TYPICAL COMPACTION EQUIPMENT MAY BE USED TO COMPACT FILL ABOVE ELEVATION 16.

DEMOLITION NOTES

ABBREVIATIONS

RIM ELEVATION

REMOVE & TRANSPORT

VGC VERTICAL GRAN. CURB

RETAINRET.

R&D

SHLDR

R&T

R&R

R&S

VAR.

TYP.

STA.

ST.

SUB.

STATION

SHOULDER

TOP OF CURB

UTILITY POLE

SUBMITTAL

VARIES

TYPICAL

STREET

REMOVE & DISPOSE

REMOVE & RESET

REMOVE & STACK

REMDL.

PVM'T

REM.

PROP.

RD.

PROV

PED.

RIM

REMODEL

PAVEMENT

REMOVE

ROAD

PROPOSED

PEDESTRIAN

PROVIDED

N.I.C.

MAX

MIN

NO.

GRAN.

NOT IN CONTRACT

LIGHT POLE

MAXIMUM

NUMBER

MINIMUM

GRANITE

DIA.

CONC.

EXIST.

FDN.

CONSTR.

EL.

FOUNDATION

FEET

DIAMETER

CONCRETE

ELEVATION

CONSTRUCTION

EXISTING

ABAN.

ADJ

CEM.

BIT.

ABANDON

BY OTHERS

BOTTOM OF CURB

CURB CORNER

BITUMINOUS

CEMENT

ADJUST

HMA HOT MIX ASPHALT

SW SIDEWALK

VERT. VERTICAL

EOP EDGE OF PAVEMENT

CB CATCH BASIN

DMH DRAIN MANHOLE

CO SEWER CLEANOUT

L.S. LANDSCAPED AREA

WCR WHEELCHAIR RAMP

MW MONITORING WELL

VCC VERTICAL CONC CURB

TBM TOP OF BENCHMARK

LEGEND

ASPHALT TO BE

REMOVED AND

DESTROYED

MISC. TO BE

REMOVED AND

RE-GRADED

APPROX. AREA

OF CLEARING

AND GRUBBING

CLM CHAIN LINK FENCE