wb-65 - interstate semi-trailer waterford parkway south...123,284 sf new paved drive (typ.) storage...

1
ZONE IP-1 ZONE IP-1 ZONE R-20 B L B L B L B L B L B L B L B L B L ZONE R-20 N/F JORDAN BATTE & KRYSTAL ELSTON VOLUME 1609, PAGE 169 51 DEVONSHIRE DRIVE N/F DEBORAH M. FARRELL VOLUME 1104, PAGE 71 53 DEVONSHIRE DRIVE N/F STATE OF CONNECTICUT VOLUME 154, PAGE 17 118 WATERFORD PARKWAY SOUTH N/F COCA-COLA BOTTLING CO OF NORTHERN NEW ENGLAND, INC VOLUME 1134, PAGE 39 150 WATERFORD PARKWAY SOUTH OPEN SPACE VOLUME 455, PAGE 626 21 YORKSHIRE DRIVE 75' 40' INLAND WETLAND N/F SCOTT GARDINER VOLUME 255, PAGE 1069 31 FOG PLAIN ROAD K JORDAN BROOK (SEE NOTE 3D) LOCATION NEVINS INLAND WETLAND WF 115X WF 75X WF 80X WF 95X WF 100X WF 105X WF 110X WF 5X WF 10X WF 15X WF 20X WF 25X WF 30X WF 35X WF 40X WF 42A-X WF 42D-X WF 45X WF 50X WF 55X WF 60X WF 85X WF 90X WF 120X DB1 DB 10 DB15 DB25 DB29 WF 1 WF 5 WF 10 WF 15 WF 20 WF 25 D2 D4A WF 30 WF 35 WF 40 WF 45 WF 50 WF 55 WF 60 WF 75 WF 80 WF 85 WF 90 WF 95 UTILITY POLE (TYP.) WF 100 WF 110 WF 115 WF 120 WF 280 OHW OHW OHW OHW OHW OHW OHW OHW SNET 4156 CL&P 7653 CL&P 7654 CL&P 7655 HELTCO 7657 OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW SNET 4147 HELTCO 7659 CL&P 7658 WT3 WT2 WT4 APPROXIMATE LOCATION OF CLOSED LANDFILL WT1 WF 175 WF 270 WF 180 WF 185 WF 265 WF 275 WF 285 WF 105 VP1 150' APPROXIMATE OF BROOK 50' 90 80 60 70 55 60 55 60 60 65 70 65 60 65 65 60 60 60 65 70 60 65 60 55 55 50 60 60 60 100 80 80 70 6 60 80 70 70 80 80 80 70 70 70 60 50 45 50 50 50 60 80 60 55 90 100 60 45 45 45 45 45 50 60 60 65 60 65 65 55 60 60 70 60 50 50 55 60 70 50 60 60 50 45 55 55 55 45 45 45 45 40 40 40 40 40 40 40 40 40 45 40 40 40 40 40 40 50 40 40 45 45 50 50 40 55 50 45 55 45 50 60 60 70 50 55 45 45 35 35 55 60 50 45 40 45 40 45 60 55 55 65 40 55 WATERFORD PARKWAY SOUTH DEV X X X X X X X X X X X X X X STORMWATER MANAGEMENT AREA 'F' STORMWATER MANAGEMENT AREA 'E1' STORMWATER MANAGEMENT AREA 'C2' STORMWATER MANAGEMENT AREA 'G' STORMWATER MANAGEMENT AREA 'A1' STORMWATER MANAGEMENT AREA 'A2' NEW BUILDING FFE = 63.0± FOOTPRINT = 123,284 SF NEW PAVED DRIVE (TYP.) STORAGE YARD (18.34± AC.) 100' RESIDENTIAL BUFFER 120'± 152'± 492'± STORMWATER MANAGEMENT AREA 'E2' STORMWATER MANAGEMENT AREA 'C1' STORMWATER MANAGEMENT AREA 'B1' STORMWATER MANAGEMENT AREA 'D' STORMWATER MANAGEMENT AREA 'B2' OVERRUN EXTENSION POTENTIAL FUTURE 30'x340' BUILDING EXPANSION PROPOSED JORDAN BROOK CONSERVATION EASEMENT OWNER TO RESERVE THE RIGHT FOR FUTURE MAINTENANCE OR IMPROVEMENTS OF CROSSING WITHIN THE CONSERVATION EASEMENT PERMANENT WILDLIFE BARRIER - 2.5' HIGH X 2.5' LONG X 6' LONG CONCRETE BLOCKS (TYP.) PERMANENT WILDLIFE BARRIER - 42" HIGH CHAINLINK FENCE TO BE TOED IN A MIN. OF 6" (TYP.) WB-65 - Interstate Semi-Trailer VEHICLE TRACKING PATH 2 BODY OUTLINE (TYP.) VEHICLE TRACKING PATH 2 CHASSIS OUTLINE (TYP.) WB-65 - Interstate Semi-Trailer VEHICLE TRACKING PATH 2 WB-65 INTERSTATE SEMI TRAILER VEHICLE TRACKING PATH 1 BODY OUTLINE (TYP.) VEHICLE TRACKING PATH 1 CHASSIS OUTLINE (TYP.) VEHICLE TRACKING PATH 1 WB-65 INTERSTATE SEMI TRAILER OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW 70 65 15' NEW 4" PAINTED LINE NEW 12" PAINTED STOP NEW TREELINE (TYP.) AREA TO BE CLEARED OF TREES AND VEGETATION AND MAINTAINED TO PROVIDE ADEQUATE SIGHT LINE DISTANCE MIN. 765' SIGHT LINE DISTANCE ALONG CENTER OF TRAVEL (DESIGN SPEED = 45 MPH, DESIGN VEHICLE = WB-65) SIGHT LINE 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 65 70 75 65 70 75 NEW PAVED DRIVE CURB EXISTING GROUND PROFILE ALONG SIGHT LINE ALIGNMENT 80 EXISTING ROAD PROFILE ALONG SIGHT LINE ALIGNMENT 3.5' EYE HEIGHT POINT OF ORIGIN 3.5' HEIGHT OF OBJECT MIN. 765' SIGHT LINE DISTANCE ALONG CENTER OF TRAVEL (DESIGN SPEED = 45 MPH, DESIGN VEHICLE = WB-65) 2.5' SCALE IN FEET 0 60 60 120 180 DESCRIPTION OF REVISION REV. DATE APPR. DRAWING DRAWN BY DATE APPROVED BY SCALE COMM. NO. PREPARED FOR: DATE STAMP SHEET NO. NO. OF SHEETS Loureiro Engineering Construction EH&S Energy Waste Facility Services Laboratory ©Loureiro Engineering Associates, Inc. All rights reserved 2020 Loureiro Engineering Associates, Inc. 100 Fort Hill RoadGroton, Connecticut 06340 Phone: 860-448-0400 Fax: 860-448-0899 An Employee Owned Company www.Loureiro.com SIGHT LINE & VEHICLE TRACKING ANALYSES WB-65 INTERSTATE SEMI-TRAILER CONCRETE MANUFACTURING PLANT FABCON PRECAST C/O JEFF PRINCE 140 WATERFORD PARKWAY SOUTH, WATERFORD, CT 16 HURON DRIVE, NATICK, MA 01760 65PA0.01 1"=120' BJM 10/16/2020 SMM 10/16/2020 1 REVISIONS PER PZC APPLICATION REVIEW COMMENTS 10/30/2020 SMM 1 1 V:\CT\WATERFORD\WATERFORD PARKWAY SOUTH-140\WTF AIRPORT - NEW BUILDING E&S\DWGS\VEHICLE TRACKING\VEHICLE TRACKING ANALYSIS.DWG Tab: ATR01 SHEET 1 (120) Saved: 10/30/2020 3:17 PM Plotted: 10/30/2020 3:24 PM 1" = 80' SIGHT LINE PLAN HORIZONTAL SCALE: 1" = 80' SIGHT LINE PROFILE VERTICAL SCALE: 1" = 8'

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  • Z

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    JORDAN BATTE &

    KRYSTAL ELSTON

    VOLUME 1609, PAGE 169

    51 DEVONSHIRE DRIVE

    N/F

    DEBORAH M. FARRELL

    VOLUME 1104, PAGE 71

    53 DEVONSHIRE DRIVE

    N/F

    STATE OF CONNECTICUT

    VOLUME 154, PAGE 17

    118 WATERFORD PARKWAY SOUTH

    N/F

    COCA-COLA BOTTLING CO OF

    NORTHERN NEW ENGLAND, INC

    VOLUME 1134, PAGE 39

    150 WATERFORD PARKWAY SOUTH

    OPEN SPACE

    VOLUME 455, PAGE 626

    21 YORKSHIRE DRIVE

    7

    5

    '

    40'

    INLAND

    WETLAND

    N/F

    SCOTT GARDINER

    VOLUME 255, PAGE 1069

    31 FOG PLAIN ROAD

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    INLAND

    WETLAND

    WF 115X

    WF

    75X

    WF 80X

    WF

    95X

    WF

    100X

    WF 105X

    WF 110X

    WF 5X

    WF 10X

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    15X

    WF

    20X

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    WF 42A-X

    WF 42D-X

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    DB1

    DB

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    DB25

    DB29

    WF 1

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    WF 10

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    WF 30

    WF 35

    WF 40

    WF

    45

    WF 50

    WF 55

    WF 60

    WF 75

    WF 80

    WF 85

    WF 90

    WF 95

    UTILITY

    POLE (TYP.)

    WF

    100

    WF

    110

    WF 115

    WF 120

    WF

    280

    OHW

    OHW

    OHW

    OHW

    OHW

    OHW

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    7657

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    OHW

    OHW

    OHW

    OHW

    OHW

    OHW

    OHW

    OHW

    OHW

    SNET

    4147

    HELTCO

    7659

    CL&P

    7658

    WT3

    WT2

    WT4

    APPROXIMATE

    LOCATION OF

    CLOSED LANDFILL

    WT1

    WF

    175

    WF

    270

    WF

    180

    WF

    185

    WF

    265

    WF

    275

    WF

    285

    WF

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    STORMWATER

    MANAGEMENT

    AREA 'F'

    STORMWATER

    MANAGEMENT

    AREA 'E1'

    STORMWATER

    MANAGEMENT

    AREA 'C2'

    STORMWATER

    MANAGEMENT

    AREA 'G'

    STORMWATER

    MANAGEMENT

    AREA 'A1'

    STORMWATER

    MANAGEMENT

    AREA 'A2'

    NEW BUILDING

    FFE = 63.0±

    FOOTPRINT =

    123,284 SF

    NEW

    PAVED

    DRIVE

    (TYP.)

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    (18.34± AC.)

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    MANAGEMENT

    AREA 'E2'

    STORMWATER

    MANAGEMENT

    AREA 'C1'

    STORMWATER

    MANAGEMENT

    AREA 'B1'

    STORMWATER

    MANAGEMENT

    AREA 'D'

    STORMWATER

    MANAGEMENT

    AREA 'B2'

    OVERRUN

    EXTENSION

    POTENTIAL FUTURE

    30'x340' BUILDING

    EXPANSION

    PROPOSED JORDAN BROOK

    CONSERVATION EASEMENT

    OWNER TO RESERVE THE RIGHT

    FOR FUTURE MAINTENANCE OR

    IMPROVEMENTS OF CROSSING

    WITHIN THE CONSERVATION

    EASEMENT

    PERMANENT WILDLIFE BARRIER -

    2.5' HIGH X 2.5' LONG X 6' LONG

    CONCRETE BLOCKS (TYP.)

    PERMANENT WILDLIFE BARRIER -

    42" HIGH CHAINLINK FENCE TO

    BE TOED IN A MIN. OF 6" (TYP.)

    WB-65 - Interstate Semi-Trailer

    VEHICLE TRACKING PATH 2

    BODY OUTLINE (TYP.)

    VEHICLE TRACKING PATH 2

    CHASSIS OUTLINE (TYP.)

    WB-65 - Interstate Semi-Trailer

    VEHICLE TRACKING PATH 2

    WB-65 INTERSTATE SEMI TRAILER

    VEHICLE TRACKING PATH 1

    BODY OUTLINE (TYP.)

    VEHICLE TRACKING PATH 1

    CHASSIS OUTLINE (TYP.)

    VEHICLE TRACKING PATH 1

    WB-65 INTERSTATE SEMI TRAILER

    OHW

    OHW

    OHW

    OHW

    OHW

    OHW

    OHW

    OHW

    OHW

    OHW

    OHW

    70

    6

    5

    1

    5

    '

    NEW 4" PAINTED LINE

    NEW 12" PAINTED STOP

    NEW TREELINE (TYP.)

    AREA TO BE

    CLEARED OF TREES

    AND VEGETATION

    AND MAINTAINED

    TO PROVIDE

    ADEQUATE SIGHT

    LINE DISTANCE

    MIN. 765' SIGHT LINE DISTANCE

    ALONG CENTER OF TRAVEL

    (DESIGN SPEED = 45 MPH,

    DESIGN VEHICLE = WB-65)

    SIGHT LINE

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    ALONG CENTER OF TRAVEL

    (DESIGN SPEED = 45 MPH,

    DESIGN VEHICLE = WB-65)

    2.5'

    SCALE IN FEET

    060 60 120 180

    DESCRIPTIO

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    Tab: ATR01 SH

    EET 1 (120) Saved: 10/30/2020 3:17 PM

    Plotted: 10/30/2020 3:24 PM

    1" = 80'

    SIGHT LINE PLAN

    HORIZONTAL SCALE: 1" = 80'

    SIGHT LINE PROFILE

    VERTICAL SCALE: 1" = 8'

    Sheets and ViewsATR01 SHEET 1 (120)