12' access easement
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2017121
PLYMOUTH LANEMANCHESTER, CT
PLYMOUTH LANEWATER MAIN AND SANITARY
SEWER REPLACEMENT
TOWN OF MANCHESTERPUBLIC WORKS DEPARTMENT
ENGINEERING DIVISION
of 10
SF
2017121PLAN.DWG
3
INDEX PLAN& WATER & SANITARYSYSTEM AREA MAPS
R:\P
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6" CI (Gas)
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N/F Mark & Matthew Munafo Trustees #105 Plymouth Lane
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N/F Graham & Kelly Gimbert #99 Plymouth Lane
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N/F Kevin A. Chapman #87 Plymouth Lane
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N/F Brian Fee #82 Plymouth Lane
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N/F Leslie L. & Linda J. Vandine Trustees #117 Plymouth Lane
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N/F Mark S. & Darlene S. Boudreau #120 Plymouth Lane
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N/F Raymond E. & Karen L. Boyce #126 Plymouth Lane
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N/F Brent Clark & Jessica Blackwood #111 Plymouth Lane
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N/F Joseph Staniunas II & Ann M. Staniunas #114 Plymouth Lane
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N/F Paul J. & Shari T. Grzyb #93 Plymouth Lane
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N/F Robert F. & Rosemarie T. Crowley #73 Plymouth Lane
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N/F Alexander Morciglio #79 Plymouth Lane
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N/F William G. Pringle, Jr. & Cheryl W. Pringle #61 Plymouth Lane
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N/F Charlotte B. Greene #108 Plymouth Lane
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N/F Stuart J. & Meghan F. Rafferty #88 Plymouth Lane
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N/F Geraldine M. Heald #100 Plymouth Lane
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N/F Buffey L. Harris-Fogarty #94 Plymouth Lane
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N/F Glen M. & Tamara J. Gerhard #68 Plymouth Lane
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N/F Jeffrey S. Staniunas & Suseann M. Forbes #74 Plymouth Lane
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Bit. Curb
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Bituminous Curb
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Bituminous Curb
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Bituminous Curb
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Bituminous Curb
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Bituminous Curb
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Bituminous Curb
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Bit. Curb
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Bituminous Curb
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Bituminous Curb
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Bituminous Curb
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Concrete Walk
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Concrete Walk
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Concrete Walk
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Concrete Walk
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Concrete Walk
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Concrete Walk
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Concrete Walk
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Above Ground Pool
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Deck
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Concrete Walk
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Concrete Walk
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Concrete Walk
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Concrete Walk
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WG
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Type 'C' CB Tf=315.7 Inv In(NE)=313.0(GIS) Inv In(SW)=313.0(GIS) Inv Out(NW)=313.0(GIS)
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Type 'C' CB Tf=316.1 Inv (S)=313.3(GIS) Inv Out(NE)=312.8(GIS)
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WG
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Yard Drain Tf=318.6 Inv Out=317.7
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Type 'CL' CB Tf=318.8 Inv In(SW)=317.7 Inv Out=316.7(GIS)
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Type 'CL' CB Tf=319.4 Inv Out(NW)=316.5(GIS)
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Type 'CL' CB Tf=318.4 Inv In(S)=315.5(GIS) Inv In(SE)=315.5(GIS) Inv Out(NW)=315.4(GIS)
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DMH Tf=316.5 Inv In(SW)=313.0(GIS) Inv In(SE)=313.4(GIS) Inv Out(N)=313.4(GIS)
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Type 'C' CB Tf=315.7 Inv In(NE)=313.4(GIS) Inv In(SE)=313.1(GIS) Inv Out(SW)=313.5(GIS)
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Type 'C' CB Tf=316.3(GIS) Inv Out(NE)=313.6(GIS)
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CL&P 1963
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12" Vcp (GIS-Storm)
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15" Rcp (GIS-Stm)
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15" Rcp (GIS-Storm)
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10" Vcp (GIS-Stm)
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12" Vcp (GIS-Storm)
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10" Vcp(GIS-Storm)
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15" Rcp(GIS-Stm)
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15" Rcp (GIS-Storm)
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N/F Rossetta Salmon #526 East Center Streett
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N/F Omar Osorio Sr. #524 East Center Street
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N/F Carolyn Hussey #512 East Center Street
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N/F Glen & Kimberly A. Ellis #500 East Center Street
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N/F Wells Fargo Bank NA #503 East Center Street
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N/F Lucas S. & Kristin M. Mills #519 East Center Street
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N/F David & Michelle Helmn #523 East Center Street
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N/F Jennifer L. Stoddard & Luis N. Cruz #531 East Center Street
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N/F Harry Elliott III & Susan Elliott #18 Plymouth Lane
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N/F Peter J. & Beth A. Russell Trustees #28 Plymouth Lane
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N/F John K. Clark & Judith Stoughton #44 Plymouth Lane
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N/F Timothy J., Sarah & Jose Oquendo #50 Plymouth Lane
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N/F Carlos & Poueriet Castillo #58 Plymouth Lane
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N/F Kathleen S. Conde #51 Plymouth Lane
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N/F Blanch H. Boland & Lynn T. Berkley Trustees #31 Plymouth Lane
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N/F Victor & Irina Bagdanov #23 Plymouth Lane
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N/F Claudia Liloy #15 Plymouth Lane
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SMH Tf=316.7 Inv In(NE)=306.9(GIS) Inv In(SW)=310.7(GIS) Inv Out(NW)=306.7(GIS)
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SMH Tf=316.7 Inv In(SE)=311.4(GIS) Inv In(NE)=307.1(GIS) Inv Out(SW)=307.1(GIS)
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SMH Tf=323.9 Inv=318.3(GIS)
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SMH Tf=328.0(GIS) Inv=322.6(GIS)
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SMH Tf=331.4 Inv=324.6(GIS)
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SMH Tf=345.8 Inv=336.6(GIS)
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SMH Tf=343.8 Inv=338.6(GIS)
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6" Vcp (GIS-San)
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6" Vcp (GIS-San)
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6" Vcp (GIS-San)
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SMH Tf=341.5 Inv=339.0(GIS)
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6" Vcp (GIS-San)
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6" Vcp (GIS-San)
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6" Vcp (GIS-San)
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6" Vcp (GIS-San)
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8" Vcp (GIS-San)
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8" Vcp (GIS-San)
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8" Vcp (GIS-San)
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Type 'CL' CB Tf=342.2 Inv=337.5(GIS)
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Double Type 'C' CB II Tf=340.2 Inv In=337.5(GIS) Inv Out=337.5(GIS)
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Double Type 'C' CB Tf=339.8 Inv Out(W)=337.3(GIS)
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Cultec Recharger Unit
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Cultec Recharger Unit
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Cultec Recharger Unit
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12" HDPE (GIS-Storm)
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Bit. Drive
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Bituminous Drive
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Bituminous Drive
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Bituminous Drive
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Bituminous Drive
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Bituminous Drive
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Bit. Drive
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Bituminous Drive
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Bituminous Drive
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Bit. Drive
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Bit. Drive
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Bituminous Drive
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Bituminous Drive
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Bituminous Drive
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Bit. Drive
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Bit. Drive
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Bit. Drive
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Bit. Drive
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Bit. Apron
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Bit. Apron
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Bit. Apron
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Bit. Apron
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Bit. Apron
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Bit. Apron
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Concrete Walk
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Concrete Walk
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Concrete Walk
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Concrete Walk
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Concrete Walk
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Concrete Walk
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Concrete Walk
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Concrete Walk
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Concrete Walk
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Conc. Walk
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Stone Retaining Wall
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Stone Retaining Wall
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Conc. Retaining Wall
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Conc. Ret. Wall
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Conc. Retaining Wall
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Stone Ret. Wall
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Stone Retaining Wall
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Stone Retaining Wall
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Stone Ret. Wall
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Bituminous Drive
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Bituminous Drive
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Bit. Drive
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Bituminous Drive
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Bit. Drive
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Bituminous Drive
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Bituminous Drive
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Bituminous Drive
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Bituminous Drive
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Bituminous Drive
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Bituminous Drive
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Bituminous Drive
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Bituminous Drive
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Bit. Drive
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Hedge Row
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Hedge Row
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Hedge
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16" Maple
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14" Maple
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12" Maple
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4" Oak
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6" Maple
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Bush
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Concrete Walk
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Concrete Walk
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Concrete Walk
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Vinyl Fence
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Concrete Steps
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East Center Street US Route 6 & 44
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Plymouth Lane
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Plymouth Lane
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Eversource 3520S
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Concrete Steps
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Concrete Steps
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Concrete Walk
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Concrete Steps
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Concrete Steps
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CL&P HeltCo 3517
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Eversource CL&P 3518
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CL&P 3519S
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CL&P 1964
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HeltCo 3521
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CL&P 3522
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Wooded
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Wooded
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Wooded
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Hedge Row
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6" CIP (GIS)
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Hedge Row
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12" CLDIP (GIS)
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12" CLDIP (GIS)
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6" CIP (GIS)
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6" CIP (GIS)
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6" Asbestos Cement (GIS)
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6" CIP (GIS)
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6" Asbestos Cement (GIS)
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8" CLDIP (GIS)
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6" Asbestos Cement (GIS)
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Concrete Steps
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6" CIP (GIS)
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6" CIP (GIS)
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6" CIP (GIS)
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Concrete Steps
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Eversource 3523
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CL&P 3524
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CL&P 3525
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CL&P 3526
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CL&P HeltCo 3527
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Chain Link Fence
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Picket Fence
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Concrete Ret. Wall
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Bituminous Curb
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6" CI (Gas)
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6" CI (Gas)
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6" CI (Gas)
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6" CI (Gas)
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HeltCo 3520
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Concrete Walk
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Concrete Walk
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Concrete Walk
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Bit. Apron
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Bit. Apron
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Overhead Utilities
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Overhead Utilities
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Overhead Utilities
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Overhead Utilities
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Overhead Utilities
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Overhead Utilities
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Conc. Walk
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Bit.
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Iron Pipe
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Iron Pipe
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Iron Pipe
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Iron Pipe
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GMS
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GMS
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Iron Rod
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Iron Rod
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CMS
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CMS
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GMS
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GMS
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GMS
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GMS
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GMS
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Iron Pipe
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Iron Pipe
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Iron Rod
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"Stop" Sign
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"No Parking" & "Bus Stop" Sign
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Street Sign
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Split Rail Fence
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"Speed Limit" Sign
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Gerard Street
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10' Sanitary Sewer Easement in Favor of Lauren Brooks Vol. 338 Page 271 M.L.R.)
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3' Utility Easement in Favor of Michael Barry and Daniel & Catherine Williamson (Vol. 191 Page 542 M.L.R.)
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WG
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WG
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WG
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WG
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WG
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CS
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CS
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GG
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GMS
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Concrete Walk
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Bituminous Curb
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6" Vcp (GIS-San)
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CS
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CS
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CS
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CS
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N/F Victor & Irina Bagdanov #23 Plymouth Lane
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SMH Tf=327.3(GIS) Inv=322.0(GIS)
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S
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Benchmark Nail in Concrete Sidewalk (Traverse #113) Elev.=317.13
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Plymouth Lane
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Plymouth Lane
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4" Pvc (GIS-Storm)
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Bit. Apron
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Wood Ret. Wall
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T
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Approximate Underground Telephone
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Tele. MH (Approx. Loc)
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Underground Level 3 Comm. (Approx.)
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Underground Level 3 Comm. (Approx.)
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Bush
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Bush
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N/F Blanch H. Boland & Lynn T. Berkley Trustees #31 Plymouth Lane
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Bituminous Curb
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Iron Pipe
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Bituminous Curb
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Bituminous Curb
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Bit. Walk
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Capped Lateral
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Capped Lateral
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Capped Lateral
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Capped Lateral
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Capped Lateral
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Capped Lateral
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Capped Lat.
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Capped Lateral
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8" CLDIP (GIS) (Private)
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Test Pit (09-17-08) Top of 4" Clay=339.6±
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Test Pit(9-17-08) Top of 1" Water Service=336.6±
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Test Pit (09-17-08) Top of 8" Water Main=336.3±
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H
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BID PLANS
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08/31/20
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JD
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494 MAIN STREET - P.O. BOX 191 MANCHESTER, CT 06045-0191
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FILENAME
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DATE
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DRAWN BY:
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CHECKED BY:
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RELEASED BY:
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PROJECT LOCATION
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SHEET TITLE
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SHEET NUMBER
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DATUM
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HORIZONTAL: NAD83 VERTICAL: NAVD88
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JL
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LEGEND
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= PROPERTY LINE
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H
AutoCAD SHX Text
D
AutoCAD SHX Text
Y
AutoCAD SHX Text
GG
AutoCAD SHX Text
= GAS GATE
AutoCAD SHX Text
S
AutoCAD SHX Text
= SANITARY MANHOLE
AutoCAD SHX Text
= DECIDUOUS TREE
AutoCAD SHX Text
= CONIFEROUS TREE
AutoCAD SHX Text
= LIGHT POLE
AutoCAD SHX Text
CS
AutoCAD SHX Text
= CULVERT END
AutoCAD SHX Text
= CURB STOP
AutoCAD SHX Text
= HYDRANT
AutoCAD SHX Text
= CATCH BASIN
AutoCAD SHX Text
WV
AutoCAD SHX Text
BV
AutoCAD SHX Text
BO
AutoCAD SHX Text
= SIGN
AutoCAD SHX Text
= WATER VALVE
AutoCAD SHX Text
= DOUBLE POST SIGN
AutoCAD SHX Text
= BUTTERFLY VALVE
AutoCAD SHX Text
= BLOW OFF
AutoCAD SHX Text
D
AutoCAD SHX Text
= DRAINAGE MANHOLE
AutoCAD SHX Text
M
AutoCAD SHX Text
T
AutoCAD SHX Text
TV
AutoCAD SHX Text
E
AutoCAD SHX Text
= CATV TUBE
AutoCAD SHX Text
= TELEPHONE BOX
AutoCAD SHX Text
= ELECTRIC BOX
AutoCAD SHX Text
= CONTROLLER CABINET
AutoCAD SHX Text
= BOLLARD
AutoCAD SHX Text
= MAIL BOX
AutoCAD SHX Text
= STONE WALL
AutoCAD SHX Text
= GUIDE RAIL
AutoCAD SHX Text
= RETAINING WALL
AutoCAD SHX Text
= WIRE FENCE
AutoCAD SHX Text
x
AutoCAD SHX Text
x
AutoCAD SHX Text
x
AutoCAD SHX Text
= IRON PIPE
AutoCAD SHX Text
= UTILITY POLE
AutoCAD SHX Text
= DRILL HOLE
AutoCAD SHX Text
= CONTROL POINT
AutoCAD SHX Text
= IRON ROD
AutoCAD SHX Text
= CHAIN LINK FENCE
AutoCAD SHX Text
= STOCKADE FENCE
AutoCAD SHX Text
= GRANITE MONUMENT
AutoCAD SHX Text
= CONCRETE MONUMENT
AutoCAD SHX Text
= UTILITY POLE WITH LIGHT
AutoCAD SHX Text
= TRAFFIC SPAN POLE
AutoCAD SHX Text
= WETLANDS BOUNDARY
AutoCAD SHX Text
= RAILROAD TRACKS
AutoCAD SHX Text
= SILT FENCE
AutoCAD SHX Text
= WETLAND FLAG
AutoCAD SHX Text
BK
AutoCAD SHX Text
DRAWING SCALE
AutoCAD SHX Text
AS NOTED
AutoCAD SHX Text
AREA WATER SYSTEM MAP (NTS)
AutoCAD SHX Text
AREA SANITARY SEWER SYSTEM MAP (NTS)
AutoCAD SHX Text
INDEX PLAN (1" = 60')
AutoCAD SHX Text
SHEET 4
AutoCAD SHX Text
SHEET 5
AutoCAD SHX Text
SHEET 7
AutoCAD SHX Text
SHEET 6
AutoCAD SHX Text
SHEET 6
2017121
PLYMOUTH LANEMANCHESTER, CT
PLYMOUTH LANEWATER MAIN AND SANITARY
SEWER REPLACEMENT
TOWN OF MANCHESTERPUBLIC WORKS DEPARTMENT
ENGINEERING DIVISION
of 10
SF
2017121PLAN.DWG
4
MATCHLINE STA 4+
50 - SEE SHEET 5
PLAN & PROFILE(STA. 0+00 TO STA.4+50)
R:\P
roje
ct\P
ublic
Wor
ks\2
0171
21 -
Plym
outh
Ln
Rec
onst
ruct
ion\
Proj
\201
7121
PLA
N.d
wg,
8/3
1/20
20 4
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44 P
M, b
kala
nsur
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AutoCAD SHX Text
CS
AutoCAD SHX Text
D
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CS
AutoCAD SHX Text
CS
AutoCAD SHX Text
CS
AutoCAD SHX Text
6" CI (Gas)
AutoCAD SHX Text
Bituminous Curb
AutoCAD SHX Text
Bituminous Curb
AutoCAD SHX Text
Bituminous Curb
AutoCAD SHX Text
Bit. Curb
AutoCAD SHX Text
Bituminous Curb
AutoCAD SHX Text
Bituminous Curb
AutoCAD SHX Text
Bituminous Curb
AutoCAD SHX Text
Bituminous Curb
AutoCAD SHX Text
Bituminous Curb
AutoCAD SHX Text
Concrete Walk
AutoCAD SHX Text
Above Ground Pool
AutoCAD SHX Text
Deck
AutoCAD SHX Text
Concrete Walk
AutoCAD SHX Text
Concrete Walk
AutoCAD SHX Text
Concrete Walk
AutoCAD SHX Text
Concrete Walk
AutoCAD SHX Text
WG
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CS
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S
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S
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S
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D
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Type 'C' CB Tf=316.1 Inv (S)=313.3(GIS) Inv Out(NE)=312.8(GIS)
AutoCAD SHX Text
WG
AutoCAD SHX Text
Yard Drain Tf=318.6 Inv Out=317.7
AutoCAD SHX Text
Type 'CL' CB Tf=318.8 Inv In(SW)=317.7 Inv Out=316.7(GIS)
AutoCAD SHX Text
Type 'CL' CB Tf=319.4 Inv Out(NW)=316.5(GIS)
AutoCAD SHX Text
Type 'CL' CB Tf=318.4 Inv In(S)=315.5(GIS) Inv In(SE)=315.5(GIS) Inv Out(NW)=315.4(GIS)
AutoCAD SHX Text
DMH Tf=316.5 Inv In(SW)=313.0(GIS) Inv In(SE)=313.4(GIS) Inv Out(N)=313.4(GIS)
AutoCAD SHX Text
Type 'C' CB Tf=316.3(GIS) Inv Out(NE)=313.6(GIS)
AutoCAD SHX Text
CL&P 1963
AutoCAD SHX Text
12" Vcp (GIS-Storm)
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15" Rcp (GIS-Stm)
AutoCAD SHX Text
15" Rcp (GIS-Storm)
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10" Vcp (GIS-Stm)
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12" Vcp (GIS-Storm)
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10" Vcp(GIS-Storm)
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N/F Glen & Kimberly A. Ellis #500 East Center Street
AutoCAD SHX Text
N/F Wells Fargo Bank NA #503 East Center Street
AutoCAD SHX Text
N/F Lucas S. & Kristin M. Mills #519 East Center Street
AutoCAD SHX Text
N/F Harry Elliott III & Susan Elliott #18 Plymouth Lane
AutoCAD SHX Text
N/F Peter J. & Beth A. Russell Trustees #28 Plymouth Lane
AutoCAD SHX Text
N/F Victor & Irina Bagdanov #23 Plymouth Lane
AutoCAD SHX Text
N/F Claudia Liloy #15 Plymouth Lane
AutoCAD SHX Text
SMH Tf=316.7 Inv In(NE)=306.9(GIS) Inv In(SW)=310.7(GIS) Inv Out(NW)=306.7(GIS)
AutoCAD SHX Text
SMH Tf=316.7 Inv In(SE)=311.4(GIS) Inv In(NE)=307.1(GIS) Inv Out(SW)=307.1(GIS)
AutoCAD SHX Text
SMH Tf=323.9 Inv=318.3(GIS)
AutoCAD SHX Text
6" Vcp (GIS-San)
AutoCAD SHX Text
6" Vcp (GIS-San)
AutoCAD SHX Text
6" Vcp (GIS-San)
AutoCAD SHX Text
8" Vcp (GIS-San)
AutoCAD SHX Text
8" Vcp (GIS-San)
AutoCAD SHX Text
8" Vcp (GIS-San)
AutoCAD SHX Text
Stone Ret. Wall
AutoCAD SHX Text
Bituminous Drive
AutoCAD SHX Text
Bituminous Drive
AutoCAD SHX Text
Bituminous Drive
AutoCAD SHX Text
Bituminous Drive
AutoCAD SHX Text
Bituminous Drive
AutoCAD SHX Text
Bituminous Drive
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Bituminous Drive
AutoCAD SHX Text
Hedge Row
AutoCAD SHX Text
Hedge Row
AutoCAD SHX Text
Hedge
AutoCAD SHX Text
16" Maple
AutoCAD SHX Text
14" Maple
AutoCAD SHX Text
12" Maple
AutoCAD SHX Text
4" Oak
AutoCAD SHX Text
6" Maple
AutoCAD SHX Text
Bush
AutoCAD SHX Text
Concrete Steps
AutoCAD SHX Text
East Center Street US Route 6 & 44
AutoCAD SHX Text
Plymouth Lane
AutoCAD SHX Text
Concrete Steps
AutoCAD SHX Text
Concrete Steps
AutoCAD SHX Text
CL&P HeltCo 3517
AutoCAD SHX Text
Eversource CL&P 3518
AutoCAD SHX Text
CL&P 3519S
AutoCAD SHX Text
Wooded
AutoCAD SHX Text
Wooded
AutoCAD SHX Text
Hedge Row
AutoCAD SHX Text
6" CIP (GIS)
AutoCAD SHX Text
12" CLDIP (GIS)
AutoCAD SHX Text
12" CLDIP (GIS)
AutoCAD SHX Text
6" CIP (GIS)
AutoCAD SHX Text
6" CIP (GIS)
AutoCAD SHX Text
6" CIP (GIS)
AutoCAD SHX Text
6" CI (Gas)
AutoCAD SHX Text
6" CI (Gas)
AutoCAD SHX Text
Overhead Utilities
AutoCAD SHX Text
Overhead Utilities
AutoCAD SHX Text
GMS
AutoCAD SHX Text
GMS
AutoCAD SHX Text
GMS
AutoCAD SHX Text
Iron Pipe
AutoCAD SHX Text
"Stop" Sign
AutoCAD SHX Text
"No Parking" & "Bus Stop" Sign
AutoCAD SHX Text
Street Sign
AutoCAD SHX Text
Split Rail Fence
AutoCAD SHX Text
"Speed Limit" Sign
AutoCAD SHX Text
Gerard Street
AutoCAD SHX Text
WG
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WG
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WG
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WG
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CS
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CS
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GG
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GMS
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Benchmark Nail in Concrete Sidewalk (Traverse #113) Elev.=317.13
AutoCAD SHX Text
Wood Ret. Wall
AutoCAD SHX Text
T
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Approximate Underground Telephone
AutoCAD SHX Text
Tele. MH (Approx. Loc)
AutoCAD SHX Text
Underground Level 3 Comm. (Approx.)
AutoCAD SHX Text
N/F Blanch H. Boland & Lynn T. Berkley Trustees #31 Plymouth Lane
AutoCAD SHX Text
Bituminous Curb
AutoCAD SHX Text
Bituminous Curb
AutoCAD SHX Text
Capped Lateral
AutoCAD SHX Text
Capped Lateral
AutoCAD SHX Text
Capped Lateral
AutoCAD SHX Text
12"x8" DI TEE (TYP. OF 2)
AutoCAD SHX Text
8" DI WATER MAIN
AutoCAD SHX Text
8" GATE VALVE
AutoCAD SHX Text
12" CLDIP (BEND PIPE BY DEFLECTION)
AutoCAD SHX Text
CONNECT TO EX. 12" DI WATER MAIN USING SOLID SLEEVE(TYP.)
AutoCAD SHX Text
CUT AND CAP 6" WATER MAIN AT TEE
AutoCAD SHX Text
8" CLDIP
AutoCAD SHX Text
6" PVC SAN SEWER LATERAL
AutoCAD SHX Text
ABANDON SANITARY MANHOLE
AutoCAD SHX Text
12" GATE VALVE
AutoCAD SHX Text
CONNECT TO EX. 12" DI WATER MAIN USING SOLID SLEEVE(TYP.)
AutoCAD SHX Text
12" GATE VALVE (TYP. OF 2)
AutoCAD SHX Text
12"x8" DI TEE
AutoCAD SHX Text
8" CLDIP
AutoCAD SHX Text
8"x6" DI REDUCER
AutoCAD SHX Text
6"x1/8 DI BEND (TYP. OF 2)
AutoCAD SHX Text
CONNECT TO EX. 6" CI WATER MAIN USING SOLID SLEEVE(TYP.)
AutoCAD SHX Text
H
AutoCAD SHX Text
D
AutoCAD SHX Text
Y
AutoCAD SHX Text
HYDRANT ASSEMBLY
AutoCAD SHX Text
BEND 8" CLDIP USING PIPE DEFLECTION
AutoCAD SHX Text
CS
AutoCAD SHX Text
CS
AutoCAD SHX Text
CS
AutoCAD SHX Text
CS
AutoCAD SHX Text
1" COPPER SERVICE (TYP.)
AutoCAD SHX Text
CS
AutoCAD SHX Text
6" PVC SANITARY SEWER LATERAL (TYP.)
AutoCAD SHX Text
BITUMINOUS CONCRETE DRIVEWAY (TYP.)
AutoCAD SHX Text
6" PVC CLEANOUT (TYP.)
AutoCAD SHX Text
ABANDON PIPE OUTSIDE OF TRENCH LIMITS WITH FLOWABLE FILL (TYP.)
AutoCAD SHX Text
ABANDON VALVE
AutoCAD SHX Text
ABANDON EXISTING 6"WATER MAIN IN PLACE OUTSIDE OF TRENCH LIMITS (PLUG AND SEAL ENDS)
AutoCAD SHX Text
BITUMINOUS CONCRETE CURB AT ALL UTILITY CROSSINGS (TYP.)
AutoCAD SHX Text
ABANDON EX. 6" WATER MAIN IN PLACE OUTSIDE OF TRENCH LIMITS (PLUG AND SEAL ENDS WITH CONCRETE, TYP.)
AutoCAD SHX Text
PLUG PIPE
AutoCAD SHX Text
INSTALL SILT SACK AT CATCH BASIN (TYP.)
AutoCAD SHX Text
CUT AND CAP 6" WATER MAIN AT TEE
AutoCAD SHX Text
REMOVE ABANDONED 6" SAN SEWER WITHIN TRENCH LIMITS (TYP.)
AutoCAD SHX Text
EXISTING GRADE ALONG BASELINE
AutoCAD SHX Text
INSTALL 8" CLDIP AT 5.0' COVER. (TYP.)
AutoCAD SHX Text
EXISTING 6" VCP SAN. SEWER
AutoCAD SHX Text
NOTE: EXISTING WATER MAIN NOT SHOWN IN PROFILE VIEW FOR CLARITY. IT IS ASSUMED TO BE BETWEEN 4.5' TO 6.5' OF COVER.
AutoCAD SHX Text
EX. 6" CI GAS AT 3.0' COVER. (TYP.)
AutoCAD SHX Text
T
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E
AutoCAD SHX Text
R
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C
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T
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O
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W
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N
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o
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f
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M
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A
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N
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C
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H
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E
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S
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O
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N
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N
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E
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C
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T
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I
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C
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U
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T
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S
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E
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A
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L
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BID PLANS
AutoCAD SHX Text
08/31/20
AutoCAD SHX Text
-
AutoCAD SHX Text
JD
AutoCAD SHX Text
494 MAIN STREET - P.O. BOX 191 MANCHESTER, CT 06045-0191
AutoCAD SHX Text
FILENAME
AutoCAD SHX Text
PROJECT NUMBER
AutoCAD SHX Text
FILE
AutoCAD SHX Text
DATE
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
RELEASED BY:
AutoCAD SHX Text
PROJECT LOCATION
AutoCAD SHX Text
PROJECT TITLE
AutoCAD SHX Text
SHEET TITLE
AutoCAD SHX Text
SHEET NUMBER
AutoCAD SHX Text
DATUM
AutoCAD SHX Text
HORIZONTAL: NAD83 VERTICAL: NAVD88
AutoCAD SHX Text
JL
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text
= PROPERTY LINE
AutoCAD SHX Text
H
AutoCAD SHX Text
D
AutoCAD SHX Text
Y
AutoCAD SHX Text
GG
AutoCAD SHX Text
= GAS GATE
AutoCAD SHX Text
S
AutoCAD SHX Text
= SANITARY MANHOLE
AutoCAD SHX Text
= DECIDUOUS TREE
AutoCAD SHX Text
= CONIFEROUS TREE
AutoCAD SHX Text
= LIGHT POLE
AutoCAD SHX Text
CS
AutoCAD SHX Text
= CULVERT END
AutoCAD SHX Text
= CURB STOP
AutoCAD SHX Text
= HYDRANT
AutoCAD SHX Text
= CATCH BASIN
AutoCAD SHX Text
WV
AutoCAD SHX Text
BV
AutoCAD SHX Text
BO
AutoCAD SHX Text
= SIGN
AutoCAD SHX Text
= WATER VALVE
AutoCAD SHX Text
= DOUBLE POST SIGN
AutoCAD SHX Text
= BUTTERFLY VALVE
AutoCAD SHX Text
= BLOW OFF
AutoCAD SHX Text
D
AutoCAD SHX Text
= DRAINAGE MANHOLE
AutoCAD SHX Text
M
AutoCAD SHX Text
T
AutoCAD SHX Text
TV
AutoCAD SHX Text
E
AutoCAD SHX Text
= CATV TUBE
AutoCAD SHX Text
= TELEPHONE BOX
AutoCAD SHX Text
= ELECTRIC BOX
AutoCAD SHX Text
= CONTROLLER CABINET
AutoCAD SHX Text
= BOLLARD
AutoCAD SHX Text
= MAIL BOX
AutoCAD SHX Text
= STONE WALL
AutoCAD SHX Text
= GUIDE RAIL
AutoCAD SHX Text
= RETAINING WALL
AutoCAD SHX Text
= WIRE FENCE
AutoCAD SHX Text
x
AutoCAD SHX Text
x
AutoCAD SHX Text
x
AutoCAD SHX Text
= IRON PIPE
AutoCAD SHX Text
= UTILITY POLE
AutoCAD SHX Text
= DRILL HOLE
AutoCAD SHX Text
= CONTROL POINT
AutoCAD SHX Text
= IRON ROD
AutoCAD SHX Text
= CHAIN LINK FENCE
AutoCAD SHX Text
= STOCKADE FENCE
AutoCAD SHX Text
= GRANITE MONUMENT
AutoCAD SHX Text
= CONCRETE MONUMENT
AutoCAD SHX Text
= UTILITY POLE WITH LIGHT
AutoCAD SHX Text
= TRAFFIC SPAN POLE
AutoCAD SHX Text
= WETLANDS BOUNDARY
AutoCAD SHX Text
= RAILROAD TRACKS
AutoCAD SHX Text
= SILT FENCE
AutoCAD SHX Text
= WETLAND FLAG
AutoCAD SHX Text
BK
AutoCAD SHX Text
DRAWING SCALE
AutoCAD SHX Text
20
AutoCAD SHX Text
10
AutoCAD SHX Text
0
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20
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GRAPHIC SCALE
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HORIZONTAL: 1" = 20' VERTICAL: 1"=2'
AutoCAD SHX Text
OR AS NOTED
DR
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2017121
PLYMOUTH LANEMANCHESTER, CT
PLYMOUTH LANEWATER MAIN AND SANITARY
SEWER REPLACEMENT
TOWN OF MANCHESTERPUBLIC WORKS DEPARTMENT
ENGINEERING DIVISION
of 10
SF
2017121PLAN.DWG
PLAN & PROFILE(STA. 4+50 TO STA.8+25)
5
MATCHLINE STA 8+25 - SEE SHEET 6M
ATCH
LINE S
TA 4+
50 -
SEE S
HEET
4
R:\P
roje
ct\P
ublic
Wor
ks\2
0171
21 -
Plym
outh
Ln
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Proj
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PLA
N.d
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1/20
20 4
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33 P
M, b
kala
nsur
iya
AutoCAD SHX Text
H
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D
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Y
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CS
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CS
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WG
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CS
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CS
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N/F Glen M. & Tamara J. Gerhard #68 Plymouth Lane
AutoCAD SHX Text
Bituminous Curb
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Bituminous Curb
AutoCAD SHX Text
Bit. Curb
AutoCAD SHX Text
Bituminous Curb
AutoCAD SHX Text
Bituminous Curb
AutoCAD SHX Text
Bituminous Curb
AutoCAD SHX Text
Bituminous Curb
AutoCAD SHX Text
Bituminous Curb
AutoCAD SHX Text
Concrete Walk
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Concrete Walk
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Concrete Walk
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Concrete Walk
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Concrete Walk
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Concrete Walk
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N/F John K. Clark & Judith Stoughton #44 Plymouth Lane
AutoCAD SHX Text
N/F Timothy J., Sarah & Jose Oquendo #50 Plymouth Lane
AutoCAD SHX Text
N/F Carlos & Poueriet Castillo #58 Plymouth Lane
AutoCAD SHX Text
N/F Kathleen S. Conde #51 Plymouth Lane
AutoCAD SHX Text
N/F Blanch H. Boland & Lynn T. Berkley Trustees #31 Plymouth Lane
AutoCAD SHX Text
SMH Tf=323.9 Inv=318.3(GIS)
AutoCAD SHX Text
SMH Tf=328.0(GIS) Inv=322.6(GIS)
AutoCAD SHX Text
SMH Tf=331.4 Inv=324.6(GIS)
AutoCAD SHX Text
6" Vcp (GIS-San)
AutoCAD SHX Text
6" Vcp (GIS-San)
AutoCAD SHX Text
6" Vcp (GIS-San)
AutoCAD SHX Text
Bituminous Drive
AutoCAD SHX Text
Bit. Drive
AutoCAD SHX Text
Bit. Apron
AutoCAD SHX Text
Bit. Apron
AutoCAD SHX Text
Bit. Apron
AutoCAD SHX Text
Concrete Walk
AutoCAD SHX Text
Stone Retaining Wall
AutoCAD SHX Text
Bituminous Drive
AutoCAD SHX Text
Bituminous Drive
AutoCAD SHX Text
Bit. Drive
AutoCAD SHX Text
Bituminous Drive
AutoCAD SHX Text
Bit. Drive
AutoCAD SHX Text
Bituminous Drive
AutoCAD SHX Text
Bit. Drive
AutoCAD SHX Text
16" Maple
AutoCAD SHX Text
14" Maple
AutoCAD SHX Text
12" Maple
AutoCAD SHX Text
4" Oak
AutoCAD SHX Text
6" Maple
AutoCAD SHX Text
Bush
AutoCAD SHX Text
Concrete Walk
AutoCAD SHX Text
Concrete Walk
AutoCAD SHX Text
Concrete Walk
AutoCAD SHX Text
Vinyl Fence
AutoCAD SHX Text
Concrete Steps
AutoCAD SHX Text
Eversource 3520S
AutoCAD SHX Text
CL&P 3519S
AutoCAD SHX Text
HeltCo 3521
AutoCAD SHX Text
CL&P 3522
AutoCAD SHX Text
Wooded
AutoCAD SHX Text
6" CIP (GIS)
AutoCAD SHX Text
6" CIP (GIS)
AutoCAD SHX Text
Eversource 3523
AutoCAD SHX Text
6" CI (Gas)
AutoCAD SHX Text
6" CI (Gas)
AutoCAD SHX Text
HeltCo 3520
AutoCAD SHX Text
Bit. Apron
AutoCAD SHX Text
Bit. Apron
AutoCAD SHX Text
Overhead Utilities
AutoCAD SHX Text
Overhead Utilities
AutoCAD SHX Text
Bit.
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GMS
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Iron Pipe
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Iron Rod
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10' Sanitary Sewer Easement in Favor of Lauren Brooks Vol. 338 Page 271 M.L.R.)
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3' Utility Easement in Favor of Michael Barry and Daniel & Catherine Williamson (Vol. 191 Page 542 M.L.R.)
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CS
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CS
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CS
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CS
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S
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S
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N/F Victor & Irina Bagdanov #23 Plymouth Lane
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SMH Tf=327.3(GIS) Inv=322.0(GIS)
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S
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Plymouth Lane
AutoCAD SHX Text
Bush
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Bush
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Bituminous Curb
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Bituminous Curb
AutoCAD SHX Text
Capped Lateral
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Capped Lateral
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ABANDON SANITARY MANHOLE
AutoCAD SHX Text
8"x DI BEND 116 DI BEND (TYP. OF 2)
AutoCAD SHX Text
BEND 8" CLDIP USING PIPE DEFLECTION
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REMOVE HYDRANT
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8" CLDIP
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H
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D
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Y
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HYDRANT ASSEMBLY
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CS
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CS
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CS
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CS
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2" COPPER WATER SERVICE (TO #71 AND #77 BOULDER RD)
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CS
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CS
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BITUMINOUS CONCRETE SIDEWALK REPAIR AT ALL UTILITY CROSSINGS (TYP.)
AutoCAD SHX Text
CS
AutoCAD SHX Text
CS
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1" COPPER SERVICE (TYP.)
AutoCAD SHX Text
RECONNECT 4" PVC SANITARY SEWER LATERAL
AutoCAD SHX Text
1" COPPER WATER SERVICE (TYP.)
AutoCAD SHX Text
ABANDON EX. 6" WATER MAIN IN PLACE OUTSIDE OF TRENCH LIMITS (PLUG AND SEAL ENDS WITH CONCRETE, TYP.)
AutoCAD SHX Text
ABANDON SANITARY MANHOLE (TYP. OF 3)
AutoCAD SHX Text
8" GATE VALVE
AutoCAD SHX Text
ABANDON PIPE OUTSIDE OF TRENCH LIMITS WITH FLOWABLE FILL (TYP.)
AutoCAD SHX Text
BITUMINOUS CONCRETE CURB AT ALL UTILITY CROSSINGS (TYP.)
AutoCAD SHX Text
BITUMINOUS CONCRETE CURB AT ALL UTILITY CROSSINGS (TYP.)
AutoCAD SHX Text
EXISTING GRADE ALONG BASELINE
AutoCAD SHX Text
INSTALL 8" CLDIP AT 5.0' COVER. (TYP.)
AutoCAD SHX Text
EXISTING 6" VCP SAN. SEWER
AutoCAD SHX Text
NOTE: EXISTING WATER MAIN NOT SHOWN IN PROFILE VIEW FOR CLARITY. IT IS ASSUMED TO BE BETWEEN 4.5' TO 6.5' OF COVER.
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EX. 6" GAS AT 3.0' COVER. (TYP.)
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T
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E
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R
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C
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T
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O
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W
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N
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o
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f
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M
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C
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O
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U
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S
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E
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A
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L
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BID PLANS
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08/31/20
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-
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JD
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494 MAIN STREET - P.O. BOX 191 MANCHESTER, CT 06045-0191
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FILENAME
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PROJECT NUMBER
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FILE
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DATE
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NO.
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DRAWN BY:
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CHECKED BY:
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RELEASED BY:
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PROJECT LOCATION
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PROJECT TITLE
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SHEET TITLE
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SHEET NUMBER
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DATUM
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HORIZONTAL: NAD83 VERTICAL: NAVD88
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JL
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LEGEND
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= PROPERTY LINE
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H
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D
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Y
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GG
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= GAS GATE
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= SANITARY MANHOLE
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= DECIDUOUS TREE
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= CONIFEROUS TREE
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= LIGHT POLE
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CS
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= CULVERT END
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= CURB STOP
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= HYDRANT
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= CATCH BASIN
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WV
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BV
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BO
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= SIGN
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= WATER VALVE
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= DOUBLE POST SIGN
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= BUTTERFLY VALVE
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= BLOW OFF
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D
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= DRAINAGE MANHOLE
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M
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T
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TV
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E
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= CATV TUBE
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= TELEPHONE BOX
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= ELECTRIC BOX
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= CONTROLLER CABINET
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= BOLLARD
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= MAIL BOX
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= STONE WALL
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= GUIDE RAIL
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= RETAINING WALL
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= WIRE FENCE
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x
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x
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x
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= IRON PIPE
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= UTILITY POLE
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= DRILL HOLE
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= CONTROL POINT
AutoCAD SHX Text
= IRON ROD
AutoCAD SHX Text
= CHAIN LINK FENCE
AutoCAD SHX Text
= STOCKADE FENCE
AutoCAD SHX Text
= GRANITE MONUMENT
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= CONCRETE MONUMENT
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= UTILITY POLE WITH LIGHT
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= TRAFFIC SPAN POLE
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= WETLANDS BOUNDARY
AutoCAD SHX Text
= RAILROAD TRACKS
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= SILT FENCE
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= WETLAND FLAG
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BK
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DRAWING SCALE
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20
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10
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0
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20
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GRAPHIC SCALE
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HORIZONTAL: 1" = 20' VERTICAL: 1"=2'
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OR AS NOTED
2017121
PLYMOUTH LANEMANCHESTER, CT
PLYMOUTH LANEWATER MAIN AND SANITARY
SEWER REPLACEMENT
TOWN OF MANCHESTERPUBLIC WORKS DEPARTMENT
ENGINEERING DIVISION
of 10
SF
2017121PLAN.DWG
MATCHLINE STA 8+
25 - SEE SHEET 5
6
MAT
CHLI
NE S
TA 1
2+25
- SE
E SH
EET
7
PLAN & PROFILE(STA. 8+25 TO STA.12+25)
R:\P
roje
ct\P
ublic
Wor
ks\2
0171
21 -
Plym
outh
Ln
Rec
onst
ruct
ion\
Proj
\201
7121
PLA
N.d
wg,
8/3
1/20
20 4
:22:
26 P
M, b
kala
nsur
iya
AutoCAD SHX Text
CS
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CS
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CS
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CS
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CS
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CS
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CS
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CS
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CS
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N/F Kevin A. Chapman #87 Plymouth Lane
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N/F Brian Fee #82 Plymouth Lane
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N/F Robert F. & Rosemarie T. Crowley #73 Plymouth Lane
AutoCAD SHX Text
N/F Alexander Morciglio #79 Plymouth Lane
AutoCAD SHX Text
N/F William G. Pringle, Jr. & Cheryl W. Pringle #61 Plymouth Lane
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N/F Stuart J. & Meghan F. Rafferty #88 Plymouth Lane
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N/F Buffey L. Harris-Fogarty #94 Plymouth Lane
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N/F Glen M. & Tamara J. Gerhard #68 Plymouth Lane
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N/F Jeffrey S. Staniunas & Suseann M. Forbes #74 Plymouth Lane
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Bituminous Curb
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Bituminous Curb
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Bituminous Curb
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Bituminous Curb
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Bituminous Curb
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Bituminous Curb
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Concrete Walk
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Concrete Walk
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Concrete Walk
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Concrete Walk
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Concrete Walk
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Concrete Walk
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Concrete Walk
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Concrete Walk
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Concrete Walk
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SMH Tf=345.8 Inv=336.6(GIS)
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S
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6" Vcp (GIS-San)
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Bituminous Drive
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Bit. Drive
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Bit. Drive
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Bituminous Drive
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Bit. Drive
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Bit. Drive
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Bit. Drive
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Bit. Drive
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Bit. Apron
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Bit. Apron
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Bit. Apron
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Bit. Apron
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Bit. Apron
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Bit. Apron
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Bit. Apron
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Concrete Walk
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Concrete Walk
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Concrete Walk
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Concrete Walk
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Concrete Walk
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Concrete Walk
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Stone Retaining Wall
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Stone Retaining Wall
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Conc. Retaining Wall
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Conc. Ret. Wall
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6" CIP (GIS)
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6" Asbestos Cement (GIS)
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Concrete Steps
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Concrete Steps
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Eversource 3523
AutoCAD SHX Text
CL&P 3524
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Picket Fence
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Concrete Ret. Wall
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Bituminous Curb
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Overhead Utilities
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Bit.
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Iron Pipe
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GMS
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CMS
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CMS
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WG
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Concrete Walk
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Bituminous Curb
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6" Vcp (GIS-San)
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Plymouth Lane
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Capped Lateral
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Capped Lateral
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CS
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CS
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CS
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CS
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1" COPPER SERVICE (TYP.)
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HYDRANT ASSEMBLY (INSTALL AT HIGH POINT IN WATER MAIN)
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8" CLDIP
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RE-CONNECT 1" COPPER SERVICE
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BEND 8" CLDIP USING PIPE DEFLECTION
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6" PVC SANITARY SEWER LATERAL (TYP.)
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BITUMINOUS CONCRETE SIDEWALK REPAIR AT ALL UTILITY CROSSINGS (TYP.)
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RECONNECT 4" PVC SANITARY SEWER LATERAL
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REMOVE ABANDONED 6" SAN SEWER WITHIN TRENCH LIMITS (TYP.)
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ABANDON GATE VALVE
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BITUMINOUS CONCRETE CURB AT ALL UTILITY CROSSINGS (TYP.)
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EXISTING GRADE ALONG BASELINE
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INSTALL 8" CLDIP AT 5.0' COVER. (TYP.)
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EXISTING 6" VCP SAN. SEWER
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NOTE: EXISTING WATER MAIN NOT SHOWN IN PROFILE VIEW FOR CLARITY. IT IS ASSUMED TO BE BETWEEN 4.5' TO 6.5' OF COVER.
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E
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L
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BID PLANS
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08/31/20
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-
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JD
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494 MAIN STREET - P.O. BOX 191 MANCHESTER, CT 06045-0191
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FILENAME
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PROJECT NUMBER
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FILE
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DATE
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NO.
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DRAWN BY:
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CHECKED BY:
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RELEASED BY:
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PROJECT LOCATION
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PROJECT TITLE
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SHEET TITLE
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SHEET NUMBER
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DATUM
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HORIZONTAL: NAD83 VERTICAL: NAVD88
AutoCAD SHX Text
JL
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LEGEND
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= PROPERTY LINE
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H
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D
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Y
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GG
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= GAS GATE
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S
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= SANITARY MANHOLE
AutoCAD SHX Text
= DECIDUOUS TREE
AutoCAD SHX Text
= CONIFEROUS TREE
AutoCAD SHX Text
= LIGHT POLE
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CS
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= CULVERT END
AutoCAD SHX Text
= CURB STOP
AutoCAD SHX Text
= HYDRANT
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= CATCH BASIN
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WV
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BV
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BO
AutoCAD SHX Text
= SIGN
AutoCAD SHX Text
= WATER VALVE
AutoCAD SHX Text
= DOUBLE POST SIGN
AutoCAD SHX Text
= BUTTERFLY VALVE
AutoCAD SHX Text
= BLOW OFF
AutoCAD SHX Text
D
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= DRAINAGE MANHOLE
AutoCAD SHX Text
M
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T
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TV
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E
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= CATV TUBE
AutoCAD SHX Text
= TELEPHONE BOX
AutoCAD SHX Text
= ELECTRIC BOX
AutoCAD SHX Text
= CONTROLLER CABINET
AutoCAD SHX Text
= BOLLARD
AutoCAD SHX Text
= MAIL BOX
AutoCAD SHX Text
= STONE WALL
AutoCAD SHX Text
= GUIDE RAIL
AutoCAD SHX Text
= RETAINING WALL
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= WIRE FENCE
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x
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x
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x
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= IRON PIPE
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= UTILITY POLE
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= DRILL HOLE
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= CONTROL POINT
AutoCAD SHX Text
= IRON ROD
AutoCAD SHX Text
= CHAIN LINK FENCE
AutoCAD SHX Text
= STOCKADE FENCE
AutoCAD SHX Text
= GRANITE MONUMENT
AutoCAD SHX Text
= CONCRETE MONUMENT
AutoCAD SHX Text
= UTILITY POLE WITH LIGHT
AutoCAD SHX Text
= TRAFFIC SPAN POLE
AutoCAD SHX Text
= WETLANDS BOUNDARY
AutoCAD SHX Text
= RAILROAD TRACKS
AutoCAD SHX Text
= SILT FENCE
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= WETLAND FLAG
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BK
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DRAWING SCALE
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20
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10
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0
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20
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GRAPHIC SCALE
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HORIZONTAL: 1" = 20' VERTICAL: 1"=2'
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OR AS NOTED
S
A
N
IT
A
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Y
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TO
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M
S
E
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T
2017121
PLYMOUTH LANEMANCHESTER, CT
PLYMOUTH LANEWATER MAIN AND SANITARY
SEWER REPLACEMENT
TOWN OF MANCHESTERPUBLIC WORKS DEPARTMENT
ENGINEERING DIVISION
of 10
SF
2017121PLAN.DWG
MATCHLINE STA 12+
25 - SEE SHEET 6
7
PLAN & PROFILE(STA.12+25 TO STA.16+13)
R:\P
roje
ct\P
ublic
Wor
ks\2
0171
21 -
Plym
outh
Ln
Rec
onst
ruct
ion\
Proj
\201
7121
PLA
N.d
wg,
8/3
1/20
20 4
:23:
01 P
M, b
kala
nsur
iya
AutoCAD SHX Text
H
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D
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Y
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WG
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WG
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S
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CS
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CS
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CS
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CS
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CS
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CS
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CS
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CS
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N/F Greenview Heights Condos #588 East Center Street
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N/F Mark & Matthew Munafo Trustees #105 Plymouth Lane
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N/F Graham & Kelly Gimbert #99 Plymouth Lane
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N/F Leslie L. & Linda J. Vandine Trustees #117 Plymouth Lane
AutoCAD SHX Text
N/F Mark S. & Darlene S. Boudreau #120 Plymouth Lane
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N/F Raymond E. & Karen L. Boyce #126 Plymouth Lane
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N/F Brent Clark & Jessica Blackwood #111 Plymouth Lane
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N/F Joseph Staniunas II & Ann M. Staniunas #114 Plymouth Lane
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N/F Paul J. & Shari T. Grzyb #93 Plymouth Lane
AutoCAD SHX Text
N/F Charlotte B. Greene #108 Plymouth Lane
AutoCAD SHX Text
N/F Geraldine M. Heald #100 Plymouth Lane
AutoCAD SHX Text
Bit. Curb
AutoCAD SHX Text
Bituminous Curb
AutoCAD SHX Text
Bituminous Curb
AutoCAD SHX Text
Bituminous Curb
AutoCAD SHX Text
Bituminous Curb
AutoCAD SHX Text
Bituminous Curb
AutoCAD SHX Text
Bituminous Curb
AutoCAD SHX Text
Bituminous Curb
AutoCAD SHX Text
Bituminous Curb
AutoCAD SHX Text
Concrete Walk
AutoCAD SHX Text
Concrete Walk
AutoCAD SHX Text
Concrete Walk
AutoCAD SHX Text
Concrete Walk
AutoCAD SHX Text
Concrete Walk
AutoCAD SHX Text
Concrete Walk
AutoCAD SHX Text
Concrete Walk
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Concrete Walk
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Concrete Walk
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Concrete Walk
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S
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S
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SMH Tf=343.8 Inv=338.6(GIS)
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6" Vcp (GIS-San)
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6" Vcp (GIS-San)
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SMH Tf=341.5 Inv=339.0(GIS)
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Type 'CL' CB Tf=342.2 Inv=337.5(GIS)
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Double Type 'C' CB II Tf=340.2 Inv In=337.5(GIS) Inv Out=337.5(GIS)
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Double Type 'C' CB Tf=339.8 Inv Out(W)=337.3(GIS)
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Cultec Recharger Unit
AutoCAD SHX Text
Cultec Recharger Unit
AutoCAD SHX Text
Cultec Recharger Unit
AutoCAD SHX Text
12" HDPE (GIS-Storm)
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Bit. Drive
AutoCAD SHX Text
Bituminous Drive
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Bituminous Drive
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Bituminous Drive
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Bituminous Drive
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Bituminous Drive
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Bit. Drive
AutoCAD SHX Text
Bituminous Drive
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Bituminous Drive
AutoCAD SHX Text
Bit. Drive
AutoCAD SHX Text
Bit. Apron
AutoCAD SHX Text
Bit. Apron
AutoCAD SHX Text
Bit. Apron
AutoCAD SHX Text
Bit. Apron
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Bit. Apron
AutoCAD SHX Text
Bit. Apron
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Bit. Apron
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Bit. Apron
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Concrete Walk
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Concrete Walk
AutoCAD SHX Text
Concrete Walk
AutoCAD SHX Text
Conc. Walk
AutoCAD SHX Text
Conc. Retaining Wall
AutoCAD SHX Text
Stone Ret. Wall
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Stone Retaining Wall
AutoCAD SHX Text
Stone Retaining Wall
AutoCAD SHX Text
Plymouth Lane
AutoCAD SHX Text
6" Asbestos Cement (GIS)
AutoCAD SHX Text
8" CLDIP (GIS)
AutoCAD SHX Text
6" Asbestos Cement (GIS)
AutoCAD SHX Text
CL&P 3525
AutoCAD SHX Text
CL&P 3526
AutoCAD SHX Text
CL&P HeltCo 3527
AutoCAD SHX Text
Chain Link Fence
AutoCAD SHX Text
Concrete Walk
AutoCAD SHX Text
Concrete Walk
AutoCAD SHX Text
Concrete Walk
AutoCAD SHX Text
Overhead Utilities
AutoCAD SHX Text
Overhead Utilities
AutoCAD SHX Text
Conc. Walk
AutoCAD SHX Text
Iron Pipe
AutoCAD SHX Text
Iron Pipe
AutoCAD SHX Text
Iron Pipe
AutoCAD SHX Text
GMS
AutoCAD SHX Text
Iron Rod
AutoCAD SHX Text
Iron Rod
AutoCAD SHX Text
Bituminous Curb
AutoCAD SHX Text
Iron Pipe
AutoCAD SHX Text
Bit. Walk
AutoCAD SHX Text
Capped Lateral
AutoCAD SHX Text
Capped Lat.
AutoCAD SHX Text
8" CLDIP (GIS) (Private)
AutoCAD SHX Text
Test Pit (09-17-08) Top of 4" Clay=339.6±
AutoCAD SHX Text
Test Pit(9-17-08) Top of 1" Water Service=336.6±
AutoCAD SHX Text
Test Pit (09-17-08) Top of 8" Water Main=336.3±
AutoCAD SHX Text
CS
AutoCAD SHX Text
RE-CONNECT 1" COPPER SERVICE
AutoCAD SHX Text
CS
AutoCAD SHX Text
REMOVE HYDRANT
AutoCAD SHX Text
CS
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CS
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CS
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CS
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CS
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CS
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CS
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8"x DI BEND 18 DI BEND (TYP. OF 2)
AutoCAD SHX Text
BEND 8" CLDIP USING PIPE DEFLECTION
AutoCAD SHX Text
8" GATE VALVE
AutoCAD SHX Text
CONNECT TO EXISTING 8" DI WATER MAIN USING SOLID SLEEVE
AutoCAD SHX Text
1" COPPER SERVICE (TYP.)
AutoCAD SHX Text
6" PVC SANITARY SEWER LATERAL (TYP.)
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H
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D
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Y
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HYDRANT ASSEMBLY
AutoCAD SHX Text
8" CLDIP
AutoCAD SHX Text
BITUMINOUS CONCRETE SIDEWALK REPAIR AT ALL UTILITY CROSSINGS (TYP.)
AutoCAD SHX Text
PROTECT STONE RETAINING WALL
AutoCAD SHX Text
REMOVE ABANDONED 6" SAN SEWER WITHIN TRENCH LIMITS (TYP.)
AutoCAD SHX Text
ABANDON EX. 6" WATER MAIN IN PLACE OUTSIDE TRENCH LMITS (PLUG AND SEAL ENDS WITH CONCRETE, TYP.)
AutoCAD SHX Text
ABANDON GATE VALVE
AutoCAD SHX Text
BITUMINOUS CONCRETE SIDEWALK REPAIR AT ALL UTILITY CROSSINGS (TYP.)
AutoCAD SHX Text
INSTALL SILT SACK AT CATCH BASIN (TYP.)
AutoCAD SHX Text
EXISTING GRADE ALONG BASELINE
AutoCAD SHX Text
INSTALL 8" CLDIP AT 5.0' COVER. (TYP.)
AutoCAD SHX Text
NOTE: EXISTING WATER MAIN NOT SHOWN IN PROFILE VIEW FOR CLARITY. IT IS ASSUMED TO BE BETWEEN 4.5' TO 6.5' OF COVER.
AutoCAD SHX Text
CONNECT TO EXISTING 8" DI WATER MAIN USING SOLID SLEEVE
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U
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L
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BID PLANS
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08/31/20
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-
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JD
AutoCAD SHX Text
494 MAIN STREET - P.O. BOX 191 MANCHESTER, CT 06045-0191
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FILENAME
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PROJECT NUMBER
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FILE
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DATE
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NO.
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DRAWN BY:
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CHECKED BY:
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RELEASED BY:
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PROJECT LOCATION
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PROJECT TITLE
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SHEET TITLE
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SHEET NUMBER
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DATUM
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HORIZONTAL: NAD83 VERTICAL: NAVD88
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JL
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LEGEND
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= PROPERTY LINE
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H
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D
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Y
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GG
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= GAS GATE
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S
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= SANITARY MANHOLE
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= DECIDUOUS TREE
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= CONIFEROUS TREE
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= LIGHT POLE
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CS
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= CULVERT END
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= CURB STOP
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= HYDRANT
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= CATCH BASIN
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WV
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BV
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BO
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= SIGN
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= WATER VALVE
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= DOUBLE POST SIGN
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= BUTTERFLY VALVE
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= BLOW OFF
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D
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= DRAINAGE MANHOLE
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M
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TV
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E
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= CATV TUBE
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= TELEPHONE BOX
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= ELECTRIC BOX
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= CONTROLLER CABINET
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= BOLLARD
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= MAIL BOX
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= STONE WALL
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= GUIDE RAIL
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= RETAINING WALL
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= WIRE FENCE
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x
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x
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x
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= IRON PIPE
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= UTILITY POLE
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= DRILL HOLE
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= CONTROL POINT
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= IRON ROD
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= CHAIN LINK FENCE
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= STOCKADE FENCE
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= GRANITE MONUMENT
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= CONCRETE MONUMENT
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= UTILITY POLE WITH LIGHT
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= TRAFFIC SPAN POLE
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= WETLANDS BOUNDARY
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= RAILROAD TRACKS
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= SILT FENCE
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= WETLAND FLAG
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BK
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DRAWING SCALE
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20
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10
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0
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20
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GRAPHIC SCALE
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HORIZONTAL: 1" = 20' VERTICAL: 1"=2'
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OR AS NOTED
2017121
PLYMOUTH LANEMANCHESTER, CT
PLYMOUTH LANEWATER MAIN AND SANITARY
SEWER REPLACEMENT
TOWN OF MANCHESTERPUBLIC WORKS DEPARTMENT
ENGINEERING DIVISION
of 10
SF
2017121PLAN.DWG
CONSTRUCTIONDETAILS
8
HYDRANT ASSEMBLYN O T T O S C A L E
48" SANITARY MANHOLEN O T T O S C A L E
SANITARY SEWER MANHOLEFRAME AND COVER
N O T T O S C A L E
SANITARY SEWER CLEANOUTN O T T O S C A L E
TYPICAL TRENCH DETAIL(WATER)
N O T T O S C A L E
TYPICAL WATER SERVICE CONNECTIONN O T T O S C A L E
WATER SERVICE CURB STOPWITHIN PAVED AREAS AND SIDEWALK
N O T T O S C A L E
TYPICAL TRENCH DETAIL(SANITARY SEWER)
N O T T O S C A L ECONCRETE THRUST BLOCK
N O T T O S C A L E
R:\P
roje
ct\P
ublic
Wor
ks\2
0171
21 -
Plym
outh
Ln
Rec
onst
ruct
ion\
Proj
\201
7121
DET
AIL
S_W
S.dw
g, 8
/31/
2020
4:2
7:31
PM
, bka
lans
uriy
a
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N
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o
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f
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M
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A
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N
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C
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H
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E
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S
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O
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N
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N
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E
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C
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T
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I
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C
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U
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S
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E
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A
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BID PLANS
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08/31/20
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-
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JD
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494 MAIN STREET - P.O. BOX 191 MANCHESTER, CT 06045-0191
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FILENAME
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PROJECT NUMBER
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FILE
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DATE
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NO.
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DRAWN BY:
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CHECKED BY:
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RELEASED BY:
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PROJECT LOCATION
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PROJECT TITLE
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SHEET TITLE
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SHEET NUMBER
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DATUM
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HORIZONTAL: NAD83 VERTICAL: NAVD88
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JL
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LEGEND
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= PROPERTY LINE
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H
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D
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Y
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GG
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= GAS GATE
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S
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= SANITARY MANHOLE
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= DECIDUOUS TREE
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= CONIFEROUS TREE
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= LIGHT POLE
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CS
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= CULVERT END
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= CURB STOP
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= HYDRANT
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= CATCH BASIN
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WV
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BV
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BO
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= SIGN
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= WATER VALVE
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= DOUBLE POST SIGN
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= BUTTERFLY VALVE
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= BLOW OFF
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D
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= DRAINAGE MANHOLE
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M
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T
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TV
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E
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= CATV TUBE
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= TELEPHONE BOX
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= ELECTRIC BOX
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= CONTROLLER CABINET
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= BOLLARD
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= MAIL BOX
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= STONE WALL
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= GUIDE RAIL
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= RETAINING WALL
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= WIRE FENCE
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x
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x
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x
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= IRON PIPE
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= UTILITY POLE
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= DRILL HOLE
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= CONTROL POINT
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= IRON ROD
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= CHAIN LINK FENCE
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= STOCKADE FENCE
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= GRANITE MONUMENT
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= CONCRETE MONUMENT
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= UTILITY POLE WITH LIGHT
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= TRAFFIC SPAN POLE
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= WETLANDS BOUNDARY
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= RAILROAD TRACKS
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= SILT FENCE
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= WETLAND FLAG
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BK
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DRAWING SCALE
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NOT TO SCALE
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FINISHED GRADE
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THRUST BLOCK
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CLASS "A" CONCRETE
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UNDISTURBED EARTH
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UNDISTURBED EARTH
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TYPE A
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A = 4.5'
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6" CLDIP
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TYPE C
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B, OR C.
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SEE BELOW
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FOR TYPE A,
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TYPE B
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4.5'< A < 6.5'
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6"xB" OFFSET
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B
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A > 6.5'
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6" CLDIP
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3'-0"
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A
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9"
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5'-6"
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MIN.
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12"
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18"
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6"
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18"
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6"
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6"-1/8 BENDS
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UNDISTURBED EARTH
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BREAKAWAY FLANGE
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FINISHED GRADE
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KEEP MASONRY BLOCK
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OR GRAVEL (TYP.)
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3/4" CRUSHED STONE
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SOLID MASONRY BLOCK (TYP.)
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CLEAR OF DRAIN
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CONCRETE COLLAR (CLASS "A")
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NOTES: : 1. TYPE "A" HYDRANT HAS NO OFFSETS OR BENDS TYPE "A" HYDRANT HAS NO OFFSETS OR BENDS BETWEEN THE AUXILIARY VALVE AND THE HYDRANT. 2. THE REQUIRED TYPE SHALL BE DETERMINED IN THE THE REQUIRED TYPE SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER.
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C
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L
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CURB LINE
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2'-6"
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6"
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STREET LINE
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(2" FROM FINISHED GRADE)
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MIN.
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MIN.
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APPROVED MECHANICAL JOINT FIRE HYDRANT
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6" CLDIP
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LUMP SUM PAYMENT WITHIN THESE LIMITS ALL MECHANICAL JOINTS WITHIN THESE LIMITS SHALL BE INSTALLED WITH DUCTILE IRON RESTRAINER GLANDS/MEGALUGS. ALL PUSH-ON JOINTS SHALL BE RESTRAINED BY MEANS OF WEDGE ACTION, MEGALUG OR GASKET TYPE PIPE JOINT RESTRAINERS
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6" AUXILIARY GATE VALVE
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SLIDE TYPE VALVE BOX
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MECHANICAL JOINT HYDRANT TEE
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4'-0" BASE
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5"
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4"
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5"
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4'-10" DIA.
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4' DIA.
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RISER VARIES
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12" MIN. TO
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4'-0" MAX.
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ECCENTRIC CONE
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3'-0" OR 4'-0"
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2'-0" DIA.
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5"
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8"
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8"
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SLOPE @ 3"/FT.
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0.8xDIA.
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A
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A
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SECTION A-A
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MIN
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18"MIN.
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OUTLET
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6"
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TYP.
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6"
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STANDARD TOWN OF MANCHESTER HEAVY DUTY FRAME AND COVER (WATERTIGHT WHERE REQUIRED)
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IN UNPAVED AREAS ANCHOR FRAME WITH CONCRETE
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ADJUST FRAME TO FINAL GRADE W/ PRECAST CONCRETE GRADE ADJUSTMENT RINGS, CONCRETE BLOCK OR BRICK (MIN. 4"/MAX. 12")
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2 COATS BITUMINOUS WATERPROOFING MATERIAL
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"O" RING RUBBER GASKET AND MORTAR JOINT (TYP.)
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PRECAST CONCRETE, CAST-IN-PLACE CONCRETE OR BRICK LINED INVERT (SEE NOTE 2)
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CONCRETE OR BRICK AND MORTAR WHEN BRICK INVERTS ARE INSTALLED
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FLEXIBLE CONNECTOR
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BEDDING MATERIAL SHALL BE BANK GRAVEL (DOT GRADING A) OR 3/8" TO 3/4" CRUSHED STONE
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NOTES: : 1. MAXIMUM PIPE SIZE TO BE USED IN 4' DIA. MANHOLE IS 24". MAXIMUM PIPE SIZE TO BE USED IN 4' DIA. MANHOLE IS 24". 2. BRICK INVERT CONSTRUCTION IS SHOWN; HOWEVER, PRECAST BRICK INVERT CONSTRUCTION IS SHOWN; HOWEVER, PRECAST OR CAST-IN-PLACE CONCRETE INVERTS SHALL BE INSTALLED UNLESS DIRECTED OTHERWISE BY THE ENGINEER.
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BRICK MASONRY OR CLASS A CONCRETE (SEE NOTE 2)
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FLEXIBLE CONNECTOR
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INLET
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18"MIN.
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PVC STUB WITH BELL END
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PVC STUB WITH PLAIN END
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NOTES: : 1. MANHOLE FRAMES AND COVERS SHALL BE THE MODEL AND MANHOLE FRAMES AND COVERS SHALL BE THE MODEL AND MANUFACTURER LISTED IN THE CONTRACT SPECIFICATIONS. 2. BOLTS FOR BOLTED COVERS SHALL BE " STAINLESS STEEL.BOLTS FOR BOLTED COVERS SHALL BE " STAINLESS STEEL.12" STAINLESS STEEL.
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FRAME-SECTION
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/
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4
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"
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3
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8"
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1"
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34"
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4
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/
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3
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4
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"
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1
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/
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-
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1
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22"
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"
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24"
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3
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/
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4
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"
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23
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COVER-SECTION
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VARIABLE
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/
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4
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3
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"
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/
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1
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1
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"
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4
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COVER-PLAN
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5
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/
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8
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"
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COVER-PLAN
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5
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/
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8
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"
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FOR PRIVATELY-OWNED SYSTEMS
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FOR SYSTEMS OWNED BY THE TOWN OF MANCHESTER
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78" MIN.
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78" MIN.
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LETTERING READS "MANCHESTER SEWER"
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LETTERING READS "SEWER"
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FLOW
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+
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-
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4"
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10"
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12"
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-
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-
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+
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+
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FINISHED GRADE
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MECHANICAL PLUG SHALL BE CHERNE ECONO GRIP NO. 271-578
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6" PVC PIPE - PExPE
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45° BELL x BELL ELBOW
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6" PVC PIPE - PExPE
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45° BELL x PE ELBOW
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6"x6" OR 6"x4" WYE OR TEE/WYE
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6" PVC PIPE AS REQUIRED
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HEAVY DUTY FRAME AND COVER SHALL BE CAMPBELL PATTERN NO. 4155 OR NEENAH CATALOG NO. R-1975-A2 (SEE NOTE)
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NOTE: : FRAMES AND COVERS LOCATED WITHIN PAVED AREAS MUST BE RATED FOR H20 LOADING.
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VARIES
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4'-6" MIN.
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6"
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PIPE
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12"
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%%P24"
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PIPE O.D. + 24" OR 3'-0" MIN.
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TRENCH LIMITS FOR PAY ITEMS AND ROCK IN TRENCH PAY LIMIT
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BLUE WARNING TAPE
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BACKFILL PLACED AND COMPACTED IN MAX. 12" LAYERS TO SUBGRADE ELEVATION
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COMPLETE ENVELOPE OF FILTER FABRIC WITH 12" OVERLAP IS REQUIRED IN HIGH GROUNDWATER AREAS, ROCK AND WHERE DIRECTED BY THE ENGINEER
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BEDDING MATERIAL SHALL BE BANK RUN GRAVEL (DOT GRADING C), WELL GRADED SAND OR 3/8" TO 3/4" CRUSHED STONE, PLACED AND COMPACTED IN MAX. 3" LAYERS TO OF PIPE AND 6" LAYERS THEREAFTER (SEE NOTE 1)
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GRANULAR FILL SHALL BE BANK GRAVEL OR CRUSHED STONE AS DIRECTED BY THE ENGINEER WHEN UNSUITABLE MATERIAL IS ENCOUNTERED
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FINISHED GRADE
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SEE APPROPRIATE SURFACE RESTORATION DETAIL
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NOTES: : 1. CRUSHED STONE SHALL ONLY BE USED IN HIGH CRUSHED STONE SHALL ONLY BE USED IN HIGH GROUNDWATER CONDITIONS AS DIRECTED BY THE ENGINEER. 2. ALL WATER MAIN WITH LESS THAN 4'-6" OF COVER SHALL ALL WATER MAIN WITH LESS THAN 4'-6" OF COVER SHALL BE INSULATED UNLESS APPROVED OTHERWISE BY THE ENGINEER. SEE TYPICAL TRENCH DETAIL (INSULATED WATER) FOR ADDITIONAL INFORMATION.
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(2)
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AS REQUIRED
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S
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L
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NOTES: : 1. THE TOP OF THE CORPORATION AND THE FIRST THREE (3) FEET OF COPPER TUBING SHALL THE TOP OF THE CORPORATION AND THE FIRST THREE (3) FEET OF COPPER TUBING SHALL BE INSTALLED NO HIGHER THAN THE TOP OF THE WATER MAIN. 2. NO INTERMEDIATE SIZES (i.e. 3/4", 1 1/2", 1 3/4") ARE ALLOWED FOR COPPER SERVICES. NO INTERMEDIATE SIZES (i.e. 3/4", 1 1/2", 1 3/4") ARE ALLOWED FOR COPPER SERVICES. ANY SERVICE REQUIREMENT GREATER THAN 2" COPPER SHALL BE CLDIP (4" MIN.) WITH THE SHUT-OFF LOCATED AT THE MAIN. COPPER TUBING SHALL BE CONTINUOUS WITH NO COUPLINGS BETWEEN THE CORPORATION STOP AND THE CURB STOP. 3. IN GENERAL, ALL EXISTING SERVICES THAT ARE CONSTRUCTED OF MATERIALS OTHER THAN IN GENERAL, ALL EXISTING SERVICES THAT ARE CONSTRUCTED OF MATERIALS OTHER THAN COPPER TUBING BETWEEN THE CURB STOP AND METER SHALL BE REPLACED UNLESS DIRECTED OTHERWISE BY THE ENGINEER. 4. TOP SECTION OF VALVE BOX WITH FLANGE SHALL BE SET AT FINISHED GRADE OVER CURB TOP SECTION OF VALVE BOX WITH FLANGE SHALL BE SET AT FINISHED GRADE OVER CURB STOP COVER WHEN LOCATED WITHIN PAVED AREAS AND SIDEWALK.
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CURB STOP
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1" OR 2" COPPER (SEE NOTE 2)
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AS REQUIRED BUT NOT LESS THAN 4'-6" DEEP
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CORP. STOP (SEE NOTE 1)
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DOUBLE STRAP TAPPING SADDLE
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WATER MAIN
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ADJUSTABLE CURB BOX WITH STATIONARY ROD (SEE NOTE 4)
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FINISHED GRADE IN LAWN OR LANDSCAPED AREA
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2 HOLE COVER
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FINISHED GRADE
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TOP SECTION OF VALVE BOX WITH TOP FLANGE
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2 HOLE COVER
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ADJUSTABLE CURB BOX WITH STATIONARY ROD
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CURB STOP
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CONCRETE BLOCK
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4'-6" MIN. COVER
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MAX.
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VARIES
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6"
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O.D.
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PIPE
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12"
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24"%%p
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GREEN WARNING TAPE
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BACKFILL PLACED AND COMPACTED IN MAX. 12" LAYERS TO SUBGRADE ELEVATION
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COMPLETE ENVELOPE OF FILTER FABRIC WITH 12" OVERLAP IS REQUIRED IN HIGH GROUNDWATER AREAS, ROCK AND WHERE DIRECTED BY THE ENGINEER (SEE NOTE)
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BEDDING MATERIAL SHALL BE 3/8" TO 3/4" CRUSHED STONE INSTALLED AND COMPACTED IN MAX. 3" LAYERS TO OF PIPE AND MAX. 6" LAYERS THEREAFTER
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GRANULAR FILL AS DIRECTED BY ENGINEER WHEN UNSUITABLE MATERIAL IS ENCOUNTERED
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SEE APPROPRIATE SURFACE RESTORATION DETAIL
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FINISHED GRADE
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PIPE O.D. + 24" OR 3'-0" MIN.
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TRENCH LIMITS FOR PAY ITEMS AND ROCK IN TRENCH PAY LIMIT
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NOTE: : IN ALL OTHER AREAS, AT A MINIMUM, BEDDING MATERIAL SHALL EXTEND TO THE TOP OF THE PIPE AND BE COVERED WITH FILTER FABRIC ACROSS THE ENTIRE WIDTH OF THE TRENCH.
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D
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4D
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6D
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D
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3D
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D
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(TYPICAL)
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CLASS "A" CONC.
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D
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2D
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6" MIN.
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PLAN - 1/8 OR 1/16 BEND
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SECTION
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PLAN - TEE
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PLAN - 1/4 BEND
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NOTE: : ALL JOINTS AT THRUST BLOCKS SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT CONFORMING TO AWWA C105 OF LATEST REVISION.
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TRENCH SHALL BE EXCAVATED TO FIRM MATERIAL IMMEDIATELY PRIOR TO PLACING CONCRETE
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TRENCH WIDTH (SEE APPROPRATE DETAIL)
2017121
PLYMOUTH LANEMANCHESTER, CT
PLYMOUTH LANEWATER MAIN AND SANITARY
SEWER REPLACEMENT
TOWN OF MANCHESTERPUBLIC WORKS DEPARTMENT
ENGINEERING DIVISION
of 10
SF
2017121PLAN.DWG
CONSTRUCTIONDETAILS
9
6" SANITARY LATERAL RECONNECTION(PAY ITEM: "6" PVC SANITARY SEWER LATERAL")
N O T T O S C A L E
6" SANITARY LATERAL CONNECTION(PAY ITEM: "6" PVC SANITARY SEWER LATERAL")
N O T T O S C A L E
TEMPORARY PAVEMENT REPAIRN O T T O S C A L E
BITUMINOUS CONCRETE SIDEWALKN O T T O S C A L E
BITUMINOUS CONCRETELIP CURB
N O T T O S C A L E RESTORATION OF LAWN AREASN O T T O S C A L E
SILT SACKN O T T O S C A L E
®
TYPICAL UTILITY SUPPORTSN O T T O S C A L E
> >
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BITUMINOUS CONCRETE DRIVEWAY APRON(PAY ITEM: "BITUMINOUS CONCRETE DRIVEWAY")
N O T T O S C A L E
R:\P
roje
ct\P
ublic
Wor
ks\2
0171
21 -
Plym
outh
Ln
Rec
onst
ruct
ion\
Proj
\201
7121
DET
AIL
S_W
S.dw
g, 8
/31/
2020
4:2
8:39
PM
, bka
lans
uriy
a
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W
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N
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o
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f
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M
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A
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N
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C
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H
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E
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S
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O
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N
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N
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E
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C
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T
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I
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C
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U
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BID PLANS
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08/31/20
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-
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JD
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494 MAIN STREET - P.O. BOX 191 MANCHESTER, CT 06045-0191
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FILENAME
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PROJECT NUMBER
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FILE
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DATE
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NO.
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DRAWN BY:
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CHECKED BY:
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RELEASED BY:
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PROJECT LOCATION
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PROJECT TITLE
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SHEET TITLE
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SHEET NUMBER
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DATUM
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HORIZONTAL: NAD83 VERTICAL: NAVD88
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JL
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LEGEND
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= PROPERTY LINE
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H
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D
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Y
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GG
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= GAS GATE
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S
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= SANITARY MANHOLE
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= DECIDUOUS TREE
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= CONIFEROUS TREE
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= LIGHT POLE
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CS
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= CULVERT END
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= CURB STOP
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= HYDRANT
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= CATCH BASIN
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WV
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BV
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BO
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= SIGN
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= WATER VALVE
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= DOUBLE POST SIGN
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= BUTTERFLY VALVE
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= BLOW OFF
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D
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= DRAINAGE MANHOLE
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M
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T
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TV
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E
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= CATV TUBE
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= TELEPHONE BOX
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= ELECTRIC BOX
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= CONTROLLER CABINET
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= BOLLARD
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= MAIL BOX
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= STONE WALL
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= GUIDE RAIL
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= RETAINING WALL
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= WIRE FENCE
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x
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x
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x
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= IRON PIPE
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= UTILITY POLE
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= DRILL HOLE
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= CONTROL POINT
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= IRON ROD
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= CHAIN LINK FENCE
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= STOCKADE FENCE
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= GRANITE MONUMENT
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= CONCRETE MONUMENT
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= UTILITY POLE WITH LIGHT
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= TRAFFIC SPAN POLE
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= WETLANDS BOUNDARY
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= RAILROAD TRACKS
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= SILT FENCE
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= WETLAND FLAG
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BK
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DRAWING SCALE
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NOT TO SCALE
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SEE SANITARY SEWER CLEANOUT DETAIL
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6" PVC PIPE (SDR 35)
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6" PVC ELBOW (AS REQUIRED)
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NEW SEWER MAIN SEE TRENCH DETAIL
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WYE CONNECTION TO EXISTING 4" SANITARY LATERAL
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6" PVC PIPE (SDR 35)
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8" x 6" WYE OR TEE/WYE
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PIPE BEDDING
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2%%% MIN
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P
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L
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(TYP.)
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5' MIN.
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VARIES
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VARIES
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%%UPLAN
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WYE OR TEE/WYE CONNECTOR
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22 OR 45 PVC BEND 12° OR 45° PVC BENDAS REQUIRED
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6" PVC PIPE (SDR 35)
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NOTE: : EXACT LOCATION AND ELEVATION OF SERVICE CONNECTIONS TO BE DETERMINED IN THE FIELD DURING CONSTRUCTION.
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22 PVC BEND 12° PVC BENDAS REQUIRED
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NEW SEWER MAIN SEE TRENCH DETAIL
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8" x 6" WYE OR TEE/WYE
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6" PVC PIPE (SDR 35)
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PIPE BEDDING
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STONE, BRICK, OR POURED CONCRETE FOUNDATION
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CONNECT TO EXISTING HOUSE CONNECTION PROVIDE ADAPTER AS REQUIRED
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%%UELEVATION
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SUBGRADE
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ELEVATION
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NOTES: : 1. CONTRACTOR SHALL MAKE TEMPORARY PAVEMENT REPAIRS ALONG CONCRETE SIDEWALK AND CONTRACTOR SHALL MAKE TEMPORARY PAVEMENT REPAIRS ALONG CONCRETE SIDEWALK AND CURB MONOLITHIC, SIDEWALK RAMPS, CONCRETE DRIVEWAY APRONS, PRECAST CONCRETE CURB, DRAINAGE INSTALLATIONS AND OTHER AREAS IDENTIFIED BY THE ENGINEER TO STABILIZE THE SURFACE WHEN REMAINING ROAD RECONSTRUCTION WORK WILL NOT BE COMPLETED FOR AN EXTENDED PERIOD OF TIME. THESE TEMPORARY REPAIRS SHALL ONLY BE INSTALLED WHERE REQUIRED BY THE ENGINEER. 2. WHEN REQUESTED BY THE TOWN, THE CONTRACTOR SHALL VERIFY AND SUBMIT TEST RESULTS WHEN REQUESTED BY THE TOWN, THE CONTRACTOR SHALL VERIFY AND SUBMIT TEST RESULTS CONFIRMING THAT COMPACTION OF THE TOTAL TRENCH AREA MEETS TOWN STANDARDS FOR 95% COMPACTED DENSITY. 3. REFER TO APPROPRIATE TRENCH DETAIL FOR TRENCH LIMITS.REFER TO APPROPRIATE TRENCH DETAIL FOR TRENCH LIMITS.
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SAWCUT (TYP.)
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2" HMA S0.5 SURFACE COURSE
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12" PROCESSED AGGREGATE BASE (INSTALLED AND COMPACTED IN 2 EQUAL LIFTS)
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UNDISTURBED EXISTING PAVEMENT
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COMPACTION OF APPROVED BACKFILL REQUIRED WITHIN TRENCH (SEE NOTE 2)
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TRENCH WIDTH (SEE NOTE 3)
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TEMPORARY PAVEMENT REPAIR PAY LIMITS
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2%%% MAX. SLOPE
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GRASS SHELF (OR CURB)
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%%USECTION
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1'
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6" (TYP.)
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L
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S
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NOTES: : 1. SAWCUT AND JOINT SEAL WHEREVER NEW BITUMINOUS CONCRETE SAWCUT AND JOINT SEAL WHEREVER NEW BITUMINOUS CONCRETE ABUTS EXISTING. 2. IF ABUTTING EXISTING SIDEWALK, MATCH EXISTING WIDTH UNLESS IF ABUTTING EXISTING SIDEWALK, MATCH EXISTING WIDTH UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 3. A MINIMUM 36" CLEAR WIDTH SHALL BE MAINTAINED BETWEEN THE A MINIMUM 36" CLEAR WIDTH SHALL BE MAINTAINED BETWEEN THE EDGES OF THE SIDEWALK AND ANY OBSTRUCTIONS WITHIN THE SIDEWALK LIMITS.
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6" PROCESSED AGGREGATE BASE
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3" - HMA S0.375 SURFACE COURSE (2 EQUAL LIFTS)
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5'
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21
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6"
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PAVEMENT
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1"
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2"R
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42
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%%P3"
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9"
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SUBGRADE
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EXISTING GROUND
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FERTILIZER AND SEED
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4" TOPSOIL
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NOTES: : 1. REFER TO CONTRACT SPECIFICATIONS FOR SEED MIXTURES. REFER TO CONTRACT SPECIFICATIONS FOR SEED MIXTURES. 2. PERMANENT GRASS SEED MIXES SHALL BE APPLIED FROM APRIL 1 PERMANENT GRASS SEED MIXES SHALL BE APPLIED FROM APRIL 1 THOUGH JUNE 15 OR AUGUST 15 THROUGH OCTOBER 1. 3. PERENNIAL RYEGRASS SHALL BE APPLIED AS TEMPORARY GRASS PERENNIAL RYEGRASS SHALL BE APPLIED AS TEMPORARY GRASS SEED FROM MARCH 15 THROUGH JULY 1 OR AUGUST 1 THROUGH OCTOBER 15.
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3' MIN.
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NOTES: : 1. SILT SACKS SHALL BE HI-FLOW SILTSACK® 'TYPE A' FOR TYPE SILT SACKS SHALL BE HI-FLOW SILTSACK® 'TYPE A' FOR TYPE 'TYPE A' FOR TYPE "C-L" CB TOPS AND 'TYPE B' WITH CURB DEFLECTORS FOR TYPE "C" CB TOPS OR OTHER STRUCTURES WITH CURB INLETS AS MANUFACTURED BY ACF ENVIRONMENTAL, INC OR APPROVED EQUAL. 2. SILT SACKS SHALL BE PROVIDED WITH INTERNAL OVERFLOWS. SILT SACKS SHALL BE PROVIDED WITH INTERNAL OVERFLOWS. 3. SILT SACKS SHALL BE EMPTIED WHEN THEY HAVE COLLECTED 6" TO SILT SACKS SHALL BE EMPTIED WHEN THEY HAVE COLLECTED 6" TO 12" OF SEDIMENT. INSPECT EVERY 1 TO 2 WEEKS AND AFTER EVERY MAJOR RAINFALL EVENT.
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SILT SACK (SEE NOTE 1)
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#8 REBAR FOR BAG REMOVAL AND SUPPORT
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EXPANSION RESTRAINT
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DUMP LOOPS
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d
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1
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6"
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6"
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COMPACTED CRUSHED STONE TO BE PLACED BETWEEN SIDES OF TRENCH
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COMPACTED BACKFILL
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BOTTOM OF COMPACTED CRUSHED STONE FOR PIPE BEDDING
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PROPOSED UTILITY OR DRAINAGE PIPE
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EXISTING UTILITY OR DRAINAGE PIPE
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1.5
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12"
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TYP.
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2
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/
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1
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O.D.
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O.D.
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1/2
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TYP.
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12"
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O.D.
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O.D.
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EXISTING OR PROPOSED UTILITY OR DRAINAGE PIPE (TYP.)
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PLACE ON COMPACTED PIPE BEDDING OR UNDISTURBED MATERIAL
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CLASS "A" CONCRETE FOR FULL TRENCH WIDTH
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NOTES: : 1. d = DISTANCE BETWEEN UTILITY AND DRAINAGE PIPES. d = DISTANCE BETWEEN UTILITY AND DRAINAGE PIPES. 2. SUPPORTS SHALL BE INSTALLED WHERE SPECIFIED ON THE PLANS SUPPORTS SHALL BE INSTALLED WHERE SPECIFIED ON THE PLANS AND WHERE DIRECTED BY THE ENGINEER. 3. CRUSHED STONE SUPPORTS SHALL BE INCLUDED IN THE COST OF CRUSHED STONE SUPPORTS SHALL BE INCLUDED IN THE COST OF THE PROPOSED UTILITY OR DRAINAGE PIPE AND CONCRETE PIPE CRADLES SHALL BE PAID FOR AS "MISCELLANEOUS CONCRETE".
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d
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CRUSHED STONE SUPPORT WHEN 18" > d > 12" d > 12"12"
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CONCRETE PIPE CRADLE WHEN d < 12"12"
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STREETLINE
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EXISTING CURB
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-GRASS-
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A
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A
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1"/FT. MAX.
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1 1/2" HMA S0.375 SURFACE COURSE
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1 1/2" HMA S0.375 BINDER COURSEBINDER COURSE
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6" PROCESSED AGGREGATE BASE
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EXISTING ROADWAY
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SAWCUT AND JOINT SEAL
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S
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L
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PLAN
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SECTION A-A
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NOTES: : 1. MAXIMUM WIDTH OF APRON IS 30' AT CURB LINE. MAXIMUM WIDTH OF APRON IS 30' AT CURB LINE. THE TOWN MAY ALLOW WIDER APRON WIDTHS TO ACCOMMODATE EXISTING ACCESS CONDITIONS AND/OR REQUIRED VEHICLE TURNING MOVEMENTS. 2. MINIMUM DISTANCE BETWEEN MULTIPLE DRIVEWAY MINIMUM DISTANCE BETWEEN MULTIPLE DRIVEWAY OPENINGS SHALL BE 10'. 3. SEE RESPECTIVE DETAIL FOR CURB. SEE RESPECTIVE DETAIL FOR CURB. 4. PAVEMENT COURSES AND PROCESSED AGGREGATE PAVEMENT COURSES AND PROCESSED AGGREGATE BASE THICKNESS SHALL MATCH EXISTING OR BE INSTALLED AS DIRECTED BY THE ENGINEER. PROCESSED AGGREGATE BASE THICKNESS SHALL BE 12" MINIMUM.
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3' OF GRANITE OR CONCRETE TRANSITION CURB OR TAPER END OF EXTRUDED CONCRETE OR BITUMINOUS CONCRETE LIP CURB AT THE EDGE OF DRIVEWAY APRON
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BITUMINOUS CONCRETE ROADWAY (SEE NOTE 4)
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1 " LIP12" LIP
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BITUMINOUS CONCRETE ROADWAY (SEE NOTE 4)
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SAWCUT AND JOINT SEAL
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5'
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3'
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TYP.
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2'
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EXISTING DRIVEWAY (NEW DRIVEWAYS AT 12' MIN. & 24' MAX. WIDTH)
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1 " LIP12" LIP
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DRIVEWAY LIMITS AS SHOWN ON THE PLAN OR DIRECTED BY THE ENGINEER
EAST CENTER STREET(DOT - US ROUTES 6 & 44)
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