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G G G G G G G G G G G G G G G G G # ! ! ! ! ! ! COLLEGE ST. PETTINGILL ST. RUSSELL ST. GOOGIN ST. CENTRAL AVE. WARE ST. WALKER AVE. LITTLE ST. MARBLE ST. NELKE PL. SUNNYSIDE ST. BENSON ST. JEPSON AVE. RICHMOND AVE. NORTH BARDWELL ST. ROBINSON GARDENS MOUNTAIN AVE. NORTH BARDWELL ST. (PVT) FORTUNA DR. 1986 1996 1952 1979 1938 1930 1940 2011 1976 1970 1973 1987 1974 1923 1957 1968 1896 1966 1978 1959 1987 1996 2011 1996 1973 1986 1986 1996 1952 1979 1986 1996 1973 1987 6" DI 16" LCI 6" LCI 12" LCI 8" DI 8" LCI 6" UCI 12" DI 6" 8" 12" DI 12" LCI 6" DI 6" LCI 16" LCI 8" DI 8" DI 12" DI 8" DI 12" LCI 6" LCI 6" DI 12" DI 8" DI 6" UCI 12" DI 8" DI 8" DI 6" UCI 6" DI 6" DI 8" DI 6" DI 6" UCI 8" DI 6" LCI 8" DI 8" DI 6" 12" DI 8" DI 12" DI 6" LCI 12" DI 8" DI 8" DI 6" UCI 6" UCI 12" DI 6" UCI 6" UCI 12" DI 16" LCI 8" DI 6" LCI 6" UCI 12" DI 6" UCI 6" 12" DI 6" UCI 6" 6" UCI 12" DI 6" UCI 8" DI 8" DI 12" DI 12" DI 8" DI 12" DI 12" DI 8" DI 6" UCI 6" LCI 16" LCI 8" DI 12" DI 8" DI 12" DI 6" DI UNK-MAT SEWER UNK-MAT COMBINED UNK-MAT COMBINED UNK-MAT COMBINED 24'' RCP INT 20'' UNK-MAT SEWER ACP SEWER 15'' UNK-MAT COMBINED 12'' UNK-MAT SEWER 12'' PVC SEWER 24'' UNK-MAT INT 10'' UNK-MAT SEWER VCP COMBINED 18'' UNK-MAT SEWER 15'' UNK-MAT SEWER UNK-MAT SEWER 24'' RCP SEWER 15'' VCP COMBINED PVC SEWER 10'' UNK-MAT COMBINED UNK-MAT COMBINED 12'' UNK-MAT COMBINED UNK-MAT SEWER 10'' UNK-MAT SEWER 20'' UNK-MAT SEWER 24'' RCP INT 20'' UNK-MAT SEWER 10'' UNK-MAT SEWER 10'' UNK-MAT COMBINED 10'' UNK-MAT COMBINED UNK-MAT COMBINED 12'' UNK-MAT SEWER 12'' UNK-MAT COMBINED 15'' UNK-MAT COMBINED 20'' UNK-MAT SEWER 15'' UNK-MAT SEWER 24'' RCP INT 10'' UNK-MAT COMBINED ACP SEWER 10'' UNK-MAT COMBINED 15'' UNK-MAT SEWER 10'' UNK-MAT COMBINED ACP SEWER 12'' UNK-MAT SEWER 10'' UNK-MAT SEWER 12'' UNK-MAT COMBINED 12'' UNK-MAT COMBINED 12'' UNK-MAT COMBINED 10'' UNK-MAT SEWER 12'' UNK-MAT COMBINED 12'' UNK-MAT SEWER 10'' UNK-MAT COMBINED 10'' UNK-MAT COMBINED 48'' RCP DRAIN 15'' UD UD 12'' UD UD 12'' UD DRAIN 12'' RCP DRAIN 18'' UD UD 24'' RCP DRAIN 36'' RCP DRAIN 15'' RCP DRAIN 42'' RCP DRAIN 30'' RCP DRAIN UD UD 12'' RCP CBLAT 12'' UD UD 15'' UD UD 18'' UD UD 12'' UD UD 12'' UD UD 15'' UD UD 18'' UD UD 12'' RCP CBLAT 18'' UD UD 12'' UD UD 15'' UD UD Full Box Cut 38' Wide to Limits of Work (Approx. 1,100') Remove Pavement Beyond 38' Limit of Work Limit of Work College Street Reconstruction Russell Street to Little Street Lewiston Public Works Engineering Division May 24, 2013 Contractor Shall Install 12" of Aggregate Subbase and 6" Aggregate Base as Specified to a Grade 4" Below Finish Grade HMA Paving, Paving D/W's, and Matching Side Streets by Others Contractor Shall Loam and Seed Behind New Pavement to Match Existing Lawns Install New 6" Underdrain Install New 6" Underdrain ¹ 1 inch = 100 feet ---PAGE BREAK--- # # # # # # # P Install New 4' Dia Catch Basin Install New 8" HDPE Perforated Drain Pipe Connect to Existing Catch Basin Limit of Work ! ! ! ! ! ! Box Cut within Outlined Area Approximately 13' Wide x 18" Deep x 900' Long (in addition to pavement removal) and Install Base/Subbase Gravel in Accordance with MDOT Specifications. Finish Gravel Grade shall Allow for 2.5" of Binder HMA by others. OLD GREENE RD. ANN ST. SCHOOL ST. CHURCH ST. SHERBROOKE AVE. GARCELON ST. NORTH TEMPLE ST. RACHEL BLVD. CLASS ST. ORCHARD CIR. OLD BLOODY HILL RD. (PE) TURGEON ST. ATWOOD ST. ORCHARD ST. PVC FORCE 12'' UNK-MAT SEWER VCP SEWER 15'' PVC SEWER 12'' VCP SEWER UNK-MAT SEWER PVC SEWER UNK-MAT COMBINED ACP SEWER 10'' VCP SEWER VCP SEWER ACP SEWER UNK-MAT SEWER ACP SEWER ACP SEWER PVC SEWER ACP SEWER PVC SEWER PVC SEWER VCP SEWER VCP SEWER ACP SEWER 10'' VCP SEWER ACP SEWER VCP SEWER 10'' VCP SEWER VCP SEWER 10'' VCP SEWER ACP SEWER ACP SEWER ACP SEWER ACP SEWER ACP SEWER 10'' VCP SEWER VCP SEWER 10'' VCP SEWER UNK-MAT SEWER ACP SEWER ACP SEWER PVC SEWER PVC SEWER VCP SEWER ACP SEWER ACP SEWER ACP SEWER UNK-MAT SEWER VCP SEWER VCP SEWER ACP SEWER ACP SEWER UNK-MAT SEWER ACP SEWER PVC SEWER ACP SEWER ACP SEWER ACP SEWER ACP SEWER 12'' PVC DRAIN UNK-MAT UD 18'' CPE UD 24'' RCP DRAIN 15'' PVC DRAIN 30'' ACP DRAIN 36'' ACP DRAIN 18'' CPE DRAIN 15'' RCP DRAIN 12'' UD UD 12'' ACP DRAIN 12'' UNK-MAT UD 12'' UNK-MAT DRAIN 24'' CPE DRAIN 18'' ACP DRAIN 10'' ACP CBLAT ACP CBLAT PVC DRAIN 18'' RCP CULVERT UNK-MAT CBLAT ACP CBLAT 18'' CPE DRAIN 12'' UNK-MAT UD 24'' CPE DRAIN 24'' CPE DRAIN 24'' RCP DRAIN 12'' UNK-MAT DRAIN 12'' ACP DRAIN ¹ 1 inch = 100 feet Replace Existing 18" CMP with New 18" HDPE Storm Drain Pipe and Connect to Existing Catch Basin Old Green Road Rehabilitation Project Garcelon Street to North Temple Street Lewiston Public Works Engineering Division May 28, 2013 Sheet 1 of 2 Project Includes follow-up Loam and Seed and/or Gravel Shoulder . Project Continues Easterly to North Temple St Reclaiming and Paving by Others ---PAGE BREAK--- # # # # # # # # # # # # # # ! OLD GREENE RD. NORTH TEMPLE ST. ANN ST. JUDY ST. SANDY ST. PETER BLVD. SCHOOL ST. ELAINE AVE. GERRY AVE. ROSLIN AVE. CHURCH ST. BAILEY AVE. RACHEL BLVD. UNK-MAT SEWER 14'' ACP SEWER 10'' ACP SEWER PVC SEWER VCP SEWER ACP SEWER 10'' UNK-MAT SEWER UNK-MAT SEWER 14'' RCP SEWER 15'' RCP SEWER UNK-MAT SEWER ACP SEWER UNK-MAT SEWER ACP SEWER ACP SEWER ACP SEWER ACP SEWER UNK-MAT SEWER ACP SEWER UNK-MAT SEWER ACP SEWER 10'' UNK-MAT SEWER UNK-MAT SEWER UNK-MAT SEWER UNK-MAT SEWER ACP SEWER UNK-MAT SEWER ACP SEWER ACP SEWER ACP SEWER ACP SEWER UNK-MAT SEWER UNK-MAT SEWER PVC SEWER ACP SEWER UNK-MAT SEWER ACP SEWER ACP SEWER UNK-MAT SEWER ACP SEWER 18'' CPE UD UNK-MAT UD 12'' ACP DRAIN 12'' UNK-MAT UD 12'' UNK-MAT DRAIN 18'' UNK-MAT DRAIN 16'' ACP DRAIN 36'' ACP DRAIN 24'' CPE DRAIN 12'' UD UD CMP UD 60'' RCP CULVERT PVC DRAIN PVC DRAIN 18'' RCP CULVERT ACP CBLAT 18'' CPE UD UNK-MAT UD 12'' UNK-MAT DRAIN ACP CBLAT 12'' UNK-MAT UD ¹ Old Green Road Rehabilitation Project Garcelon Street to North Temple Street Lewiston Public Works Engineering Division May 28, 2013 Sheet 2 of 2 Project Includes follow-up Loam and Seed and/or Gravel Shoulder . Limit of Work Install new 4' Catch Basin and connect to existing 12" uunderdrain ---PAGE BREAK--- 7 9 3 6 426 424 414 13 10 21 20 411 395 396 398 401 403 404 14 17 19 16 417 384 405 406 407 408 412 413 366 367 370 373 372 376 377 382 381 385 386 388 391 219 215 211 210 207 206 203 202 199 196 195 421 437 444 ! Utility Manhole and Catch Basin Covers to be Adjusted to Finish Paving Grade by Contractor Pavement Reclamation and HMA Pavement by Others. Contractor shall Loam and Seed as Necessary to Match Existing Lawns, and Add Gravel as needed to Replace Existing Shoulders and Match existing Driveways. ! ! POND RD. CHERRYWOOD DR. GOLDER RD. UNK-MAT SEWER UNK-MAT SEWER PVC SEWER ACP SEWER ACP SEWER ACP SEWER ACP SEWER ACP SEWER 12'' PVC DRAIN UD UD 15'' PVC DRAIN 18'' PVC DRAIN 18'' CPE-SB DRAIN UNK-MAT CBLAT UNK-MAT CBLAT UD UD ¹ 1 inch = 100 feet Pond Road Rehabilitation Project Golder Road to House #437 Lewiston Public Works Engineering Division May 31, 2013 Sheet 1 of 2 Remove Pavement for Full Width of Road New Culvert by Others Limit of Work ---PAGE BREAK--- 2 4 5 3 1 481 483 486 487 491 495 488 480 474 465 457 445 437 496 466 462 452 454 444 446 450 ! ! Limit of Work Replace Existing Culvert with new 12" HDPE Storm Drain Pipe ! ! Box Cut to Existing width of Road ! POND RD. PONDVIEW DR. ¹ 1 inch = 100 feet Pond Road Rehabilitation Project Golder Road to House #437 Lewiston Public Works Engineering Division May 31, 2013 Sheet 2 of 2 Remove Pavement to Center of Road Remove Existing Culvert and Replace with New 12" HDPE Culvert Pipe