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HomeMy WebLinkAbout83-1893 - Road Profile 50) W z J f - Z W U w V) 0_ 0_ 0 - II w Z J W F - Z W U z I- X W CO rn W zl J 0' I— II U �I w U) 0_ 0_ 0_ w Z J W Z W U 0 Z E_ V) X W SOUTH & WEST SIDE OF ROADWAY 20' PITCHED @ 1 4" FT. MIN. 1 3' 3 8 1/2" OF DENSE GRADED STONE TYPICAL CROSS S WITH DRAINAGE SWALE HORIZONTAL SCALE: 1"=41 VERTICAL SCALE: 1" = 2' T II W z J Z W U 0 z U) X W W z J 0_ W f— z W U 0 w V) O 0_ 0_ 0_ • W z J W Z W U U Z F— V) X W W Z J W z W U cD Z F- V) X W 00 O h W z 0_ H z W U 0 W U) O 0_ 0_ W z J W Z W U CD Z p U) X W w Z J H Z W U Z PROPOSED F- CENTERLINE X W NORTH & EAST SIDE OF ROADWAY PROVIDE VEGETATED DRAINAGE SWALE w z J x ILL! 1 -- Z -Z w U 0 Lu m O 0_ 0_ 0_ G t w W Z EXISTING BAND OF PAVEMENT X W w z J W I - z W U 0 w V) O 0- 0 0' W Z J 0_ W I -- Z W U U Z F— V) X W CONSTRUCTION NOTES 1. CALL R.J. CADILLAC TO STAKE ROAD LOCATION AND GRADES. 2. CALL R.J. CADILLAC TO STAKE WORK LIMIT. 3. SET SILT FENCE OR HAYBALES PRIOR TO ANY WORK. 4. DIG SAFE PRIOR TO PLANNING ANY CONSTRUCTION. 5. PROTECT OR MOVE ANY UTILITY/WATER VALVES WITHIN PROPOSED ROADWAY PRIOR TO CONSTRUCTION. 6. INSTALL NEW WATER SERVICE, AND ANY UNDERGROUND ELECTRIC OR GAS PRIOR TO BUILDING ROAD. 7. MAKE SURE ANY INSTALLED UTILITIES ARE DEEP ENOUGH BELOW PROPOSED DENSE GRADED STONE AND SWALE. 8. STEVE HAAS, PE TO INSPECT ROADWAY SUB BASE PRIOR TO PLACEMENT OF DENSE GRADED STONE AND ROAD AND SWALE AFTER CONSTRUCTION. 9. ROAD AND SWALE TO BE MAINTAINED. w 7- -i J W F - z W U 0 w V) O 0_ 0_ 0_ w z J 0_ W I— Z W U CD z I=- V) X W • tz w z J W' W F— z W U 0 W U) O 0_ 0_ if ) Li Z J C_ Z W U 0 Z F V) X W poll W Z J o - H Z W 0, W (10 O 0_ w CL 9 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - =j - - - - - - - - - -- - - - L - - - - - - - - - - - - - - - - - - - - - ------------------------------------------ 5 - --- - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - v ----------------------------------------------------------------- 5+35 5 + 0 SITE PLAN FOR CLARE 8c FREDERICK C. SCHWELM, JR. LOT 10, 20 BASS RIVER TERRACE, SO. YARMOUTI , MA FEBRUARY 3, 2011 SCALE: 1"=20' RONALD J. CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 (508) 775-9700 PAGE 2 OF 2 ©2011 BY R.J. CADILLAC 4 + 0 3 + 0 EXISTING GRADE 2 + 0 PROP. CENTERLINE HORIZONTAL SCALE: 1 =20' VERTICAL SCALE: ROAD PROFILE THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE. 1 " = 5' 1 + 0 �r �4- 6 11W Z J 0_ W Z w U C.� z U) X W SOUTH STREET 0 + 0 REV. REV. 1—NOTE 8, TOP FOUND., LOT COVERAGE I 1—NOTES 8 & 9