G R I D ER I TT I WH DOVER 15402 CASI LLY LANE W LLS FA BRIDGE REPLACEMENT PROJECT SMH RIM EL. 80.4’ 24" PVC (N) 63.2’ 8" PVC (E) 65.4’ 24" PVC (S) 62.9’ S AY ‘ ‘ CE DAR COVE ON T HE COCHE CO’ ’SI GN CB RI M E L .65. 5’ 1 8 HDPE ( NE ) 57. 7’ 1 8" HDPE ( NW) 57. 8’ E L .58. 1 8’ ( W/ F E S) 1 8" HDPE ( SW) 57. 6’ MAG NAI L SE T 0. 6’ L OI T E RI NG’ ’SI GN 67 ( NO PARKI NG T HI S 29 7 NE T T 67/28 ‘ ‘ DI RE CT I ONAL / CROSSWAL K ( L I GHT ) AHE AD’ ’SI GN ( F E E DE R) RI PRAP ( T YP. ) D 8 UPOL E RAMP RAMP PSNH D E X.CUT 67 Y SMH RI M E L .71 . 8’ PSNH S 8" PVC ( SE ) 67. 3’ S 2+00 8" PVC ( SW) 67. 1 ’ MAG NAI L F OUND MAG NAI L 5+00 8 0 BOR1 5A 0 BOR1 PARKI NG’ ’SI GN SMH RI M E L .67. 9’ WV Y D 1 2" CMP ( SE ) 69. 8’ H SUMP = 69. 6’ WV SUMP = 70. 9’ DOVE R NH 03820 62 WHI T T I E R ST RE E T DOVE R NH 03820 T AX MAP 33 L OT 2 CI T Y OF DOVE R 8" PVC ( NW) 67. 0’ SUMP = 66. 4’ C/O DOVE R HOUSI NG AUT HORI T Y 62A WHI T T I E R ST DOVE R NH 03820 SMH RI M E L .74. 9’ 8" PVC ( NE ) 68. 2’ 8" PVC ( SE ) 68. 0’ 8" PVC ( SW) 68. 2’ 8" PVC ( NW) 68. 2 S MOT ORI ZE D BOUND W/ DH F OUND 0. 1 ’HI GH SI GN PSNH 17 VZ2 ( T RANS. ) T BM " W5" E L .1 01 . 81 ’ D 67 20 1 42A ‘ ‘ ST OP’ ’ SI GN 4 5/8" RE BAR 5/8" RE BAR 67 NE T T W/ CAP W/ CAP 18 F OUND CB RI M E L .1 08. 9’ PSNH 1 2" RCP ( NW) 1 04. 1 ’ SUMP = 1 01 . 9’ F OUND 0. 1 ’ 1 7S ( L I GHT ) HI GH VZ2S WV T E E R T S R E I T T I WH 3 1 BOR1 9+00 11+75 10+00 1096.78’ 1 3 T ONS WOOD RAI L 1 5 MPH F E NCE SUMP = 50. 3’ SPE E D L I MI T ’ ’ SI GN F OUND GAS L I NE PE R MARKI NGS 0. 1 ’HI GH T AX MAP 33 L OT 1 A DE BBIL E PPANE N CB RI M E L .71 . 2’ SUMP = 65. 7’ SMH RI M E L .71 . 4’ PSNH 24" PVC ( N) 58. 0’ GARAGE 67 24" PVC ( S) 57. 7’ 48 WHI T T I E R ST RE E T DOVE R NH 03820 1 0" HDPE ( SW) 65. 8’ PSNH 67 VZ3 ‘ ‘ WE I GHT L I MI T CB RI M E L .57. 1 ’ 1 2" HDPE ( N) 52. 4’ F OUND 0. 1 ’HI GH 8" RCP ( SE ) 65. 7’ T BM " W6" E L .1 1 4. 32’ MAG NAI L SE T 0. 6’ HI GH I N UPOL E 67 MAG NAI L SE T1 . 0’ HI GH I N UPOL E 1 2T 1 ( 3 F E E DE RS) F OUND 0. 1 ’HI GH 11+00 PI PE 1 0" HDPE ( NE ) 66. 7’ DOVE R NH 03820 4" X 4" GRANI T E 1 8S T AX MAP 33 L OT 1 J E ANNI NE A.& ROBE RT J R.GAGNON T AX MAP 34 L OT 20 J OAN M.L AL I BE RT E VZ3S 67 ( GUY) 20S 46 WHI T T I E R ST RE E T DOVE R NH 03820 MARY E L L E N DUF F Y CORNE L I A E GAN 4S NE T T T AX MAP 34 L OT 20B CI T Y OF DOVE R ( GUY) 0. 8’BY 1 . 0’ 55 OL D MI L LL ANE ROL L I NSF ORD NH 03869 GRANI T E BOUND W/ DH F OUND 3’HI GH COCHECO RIVER PRELIMINARY PLANS SUBJECT TO CHANGE DATE 110 2/11/2013 110 P.V.I 11+00.00 1 2" CMP ( SW) 70. 9’ 1 2" RCP ( SE )1 03. 2’ 1 2" RCP ( NW) 1 00. 0’ VE HI CL E S’ ’ 8+00 BOR1 0 4 S 11 /2" PI PE CB RI M E L .71 . 4’ HAM PSHI RE CI RCLE CB RI M E L .75. 6’ BOR1 0 3 1 0 BOR1 T HI S SI DE ’ ’SI GN 11 /2" T AX MAP 33 L OT 3 DOVE R HOUSI NG AUT HORI T Y 4" X 4" GRANI T E 8" PVC ( NW) 60. 2’ T AX MAP 33 L OT 2 CI T Y OF DOVE R C/O DOVE R HOUSI NG AUT HORI T Y 62A WHI T T I E R ST 1 4 CASSI L Y L ANE DOVE R NH 03820 8" PVC ( SW) 59. 9’ ‘ ‘ ST OP’ ’ SI GN BOUND W/ DH BOUND W/ DH 2 1 BOR1 ‘ ‘ NO PARKI NG SUMP = 68. 0’ CB RI M E L .75. 6’ T RAI L NO BOR106 6+00 GV E X.ROW O F BOUL DE RS 1 2" CMP ( NE ) 69. 9’ 4" X 4" GRANI T E DMH RI M E L .1 08. 2’ BOR105 7 0 BOR1 7+00 BOR1 0 2 8" PVC ( NE ) 69. 8’ COMMUNI T Y 2 CASSI L Y L ANE DOVE R NH 03820 1 42 E X.WOOD RAI LF E NCE 4+00 1096.78’ D CB RI M E L .73. 0’ J E SSI CA SPE NCE -HE RBE RT 3 CASSI L Y L ANE 3+00 ‘ ‘ NO PARKI NG ‘ ‘ NO PARKI NG’ ’ SI GN 1 WHI T T I E R F AL L S WAY DOVE R NH 03820 NE T T F OUND 0. 2’HI GH VZ2-1 R BOR1 1 0 1096.78’ PRI VAT E CHI L D ARE A’ ’SI GN 5 RYAN E .& SHANNON A. KNOWL E S 17 5 5 8 E 0. S 03 0 2 CONST AND PGL ‘ ‘ ONE WAY DE AF 1 42 SPE E D L I MI T ’ ’SI GN 17 5 5 7 C 0. S 81 9 5 F OUND HAM PSHI RE CI RCLE ( L I GHT ) 21 E X. MAI L BOX ‘ ‘ DOVE R 1+00 S 0+00 22 17 4 6 0 C 9. S 00 2 6 T ONS 1 5 MPH CE ENAN NT AI ND M A S S ACCE MENT EASE 23 WV WAT E R L I NE PE R ROAD MAR KI NGS BOR1 1 1 8" PVC ( SE ) 59. 4’ DMH RI M E L .72. 2’ 67 WV 8" PVC ( NE ) 59. 6’ S ) YP. T E ( ET CONCR 9 0 BOR1 67 24 PSNH 67 SI GN YD 8" PVC ( SW) 67. 9’ 67 ‘ ‘ WE I GHT L I MI T1 3 L OT 67A-1 T AX MAP E L OT 67-1 2 ROBE RT J OHN GRE E NE L I 8" PVC ( NE ) 68. 3’ 8" PVC ( SW) 68. 4’ PSNH PSNH ( L I GHT ) WV WHI T T I ERST REET 8" PVC ( SE ) 67. 7’ SL OPE E ASE ME NT ( T RANS) H D SMH RI M E L .76. 5’ SMH RI M E L .77. 6’ T AX MAP E MAG NAI L SE T 0. 8’ HI GH I N UPOL E POL E S 1 274 F P 1 1 WV T BM " W4" E L .73. 26’ UT I L I T Y 25 ) YP. T L( D RAI X.GUAR E 503 NE T T L E WOOD L N NAPL E S F L 341 1 2 WHI T T I E R F AL L S WAY’ ’ RA D OO . W N CE EX FE SI DE ) DE CK PSNH T AX MAP E L OT 67-1 KE VI N HE RBE RT BOUND W/ DH PSNHB 100 WHITTIER FALLS WAY C L 90 ELEV. = 96.32 PSC NYNE X5 HI GH I N T AX MAP E L OT 67A DAVI D F .BI BBE R 0. 2’HI GH 4" X 4" GRANI T E T AX MAP E L OT 67-2 MI CHAE L D.& J UL I A A.ANDE RSON ‘ ‘ PRI VAT E ELEV. = 86.32 T RI T E C E NG.CAP 1 274 T BM " W3" I NV.55. 2’ 1 5" HDPE ( SE ) 56. 5’ ‘ ‘ ONE WAY DO NOT E NT E R NO 8" HDPE ( NW) 65. 6’ MAG NAI L SE T 0. 6’ HI GH I N UPOL E 1 8" HDPE ( NE ) 57. 4’ SI GN W/ DH F OUND F OUND 0. 1 ’HI GH P.V.T 10+00.00 5/8" RE BAR F OUND 0. 5’HI GH W/ 1 8" HDPE EA SE ME NT NE T T ( NO PARKI NG) DO NOT E NT E R’ ’ DMH RI M E L .65. 6’ L TRA I 67 31 CONSE RVAT I ON E ASE ME NT GE 6 PSNH ONE WAY ONL Y’ ’SI GN CB RI M E L .68. 0’ T BM " W2" E L .71 . 92’ EM ‘ ‘ DO NOT E NT E R RE SI DE NT PARKI NG 9F P ( 4 F E E DE RS) ‘ ST OP DR AI NA METERS 27 WV CONSE RVAT I ON E ASE ME NT 274 19 ELECTRIC 8" HDPE ( SE ) 65. 0’ 1 21 8 T RI T E C E NG.CAP 67 ONL Y’ ’SI GN 8" HDPE ( NW) 64. 9’ 0. 5’HI GH W/ PSNH DO NOT E NT E R RE SI DE NT PARKI NG CB RI M E L .68. 0’ 67 T . LO RP E CO P V. MA DE 9 X 6 N 36 TA I 87 D X 01 AD BO AL MA PO Y UR SB MAG NAI L SE T 0. 6’ HI GH I N UPOL E 5/8" RE BAR F OUND I NV.50. 3’ ONE WAY 35 T HI RD ST RE E E T DOVE R NH 03820 WK TE T AX MAP E L OT 66 CE DAR RI VE R DE V. T BM " W1 "E L .74. 1 0’ 1 2" HDPE H SUMP = 57. 5’ ‘ ‘ ST OP 4" X 4" GRANI T E BOUND 100 % 00 . 10 90 STA. 11+00 END FULL DEPTH CONSTRUCTION VC = 300 K = 43 Travel Way of Proposed Roadway Constructed in 13933-I contract Travel Way of Proposed Roadway Overlayed in 13933-I contract Existing Pavement (Roadways, Drives, Sidewalks, etc.) Existing Tree and/or Brush Line Water (Rivers, Streams, Lakes, Ponds, Swamps, etc.) 60 Buildings FINISHED GRADE CONSTRUCTION ¯ 70 P.V.I 8+50.00 Removal of Existing Pavement Outside of Slope Work CONSTRUCTION ¯ ELEV. = 66.70 P.V.I 0+85.00 -4.0 4% EXIST. GROUND ELEV. = 60.60 Approximate Limit of Slope Work and Landscaping P.V.T 5+00.00 Access Points to Proposed Roadway (Drives, etc.) ELEV. = 58.61 Proposed Sidewalk K = 42 LOW POINT 3+70.58 70 ELEV. = 62.06 Proposed Roadway Traffic Islands P.V.C 2+00.00 VC = 300 Shoulder of Proposed Roadway END CONSTRUCTION 3.06% ELEV. = 71.32 BEGIN FULL DEPTH CONSTRUCTION STA. 11+35 ELEV. = 66.72 BEGIN CONSTRUCTION 80 WHITTIER STREET STA. 0+85 P.V.C 7+00.00 LEGEND STA. 0+00 80 60 Buildings To Be Removed Existing Wetlands Property Lines State, County, City and Town Lines Existing Easement Lines 50 Proposed Easement Lines ELEV. = 56.00 P.V.I 3+50.00 Proposed Wetlands 50 Existing R.O.W. (Right -of-Way) Proposed R.O.W. Existing C.A.R.O.W. (Controlled Access) COCHECO RIVER Proposed C.A.R.O.W. Existing L.A.R.O.W. (Limited Access) Proposed L.A.R.O.W. 40 40 20 0 20 40 Building Fill Water Fill SCALE IN FEET Stone Fill 15402HERLBG.dgn 2/11/2013 9:08:17 AM thigginson 101.4 96.32 96.3 91.32 91.1 86.32 86.2 81.61 81.6 77.48 77.0 73.92 72.6 70.94 68.6 68.54 64.4 66.72 60.2 65.19 58.4 63.66 58.1 62.13 57.7 60.60 57.4 59.36 57.3 58.72 57.3 58.66 57.8 59.20 58.7 60.33 60.2 62.06 62.0 64.08 64.0 Highway Design Bureau 66.10 New Hampshire Department of Transportation 66.1 Prepared By 68.1 70.1 Bridge Removal CITY OF DOVER 30 30 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 PUBLIC HEARING PLAN L B THE Louis Berger Group, INC. Manchester, New Hampshire DGN STATE PROJECT NO. SHEET NO. TOTAL SHEETS (603) 644 5200 15402HERLBG 15402 1 1
© Copyright 2024 Paperzz