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HomeMy WebLinkAbout203 Willow Street - Grading & Utilities PlanI I re � r Tr411i: OF YAr'VOUTH CCN:SR ATICN 1�0' WIDE ,- R,'r R: AAA�� '103 _;rEC=u EflCEna,-��T ASSESSORS �'I11 12 ' r T i i a 1 I f f f i i i IT / , I I e �iLEACH r. I •, CAPE Cnh ., 'i ,-- \ FA.!`✓E _ z 2. N, , >�s2. F 5 SO 103 R622��X� PARCEL �' t P n A , R ® r '.:: 47.50 LEACH 57.50x -5t.so Jac - 59 5 9 eGk L 0 ..PITS... `.,. .; 47 9 '(E _ - ....... X,.;. �- 0MC 5 r_% x x 9.55 'r� -'5990 j 47;00' 2.3% 2.2% 47.50 p� - FINISH FLOOR U G41 FINISH FLOOR RIM -46.30 ELEV. 62.50 > o ^• i ® ® INV(OUT)=44. ELEV. 60.00 i BASEMENT FLR 60• 59.55 n N B A A 1N� ELEV. 47.50 � B RIM -VARIES x 59 23 R C INV(A)=44.00 6 0 C61 0 59:30 60.80`, - ® ® ® IN B =38.0 = x e INV INV(OUT)=55.00 k La 12> k 47.50 TYP) , : i N r f; o N, 5 0 6 to DBL C62 58. 8. 00 62.50 T`W 61.50 w �k BW 59.0 N RIM -49.40 '� BW 58.750S3 INV(OUT)=46.90 TW 61.50 56 E- _. � 56.0 N s .0 f 4� 58.40 x59.60 BW 56.3 BW 58,405 c TANKCDBOX i i i I I i AND LEACHING F f f I i i i AREA (SEE TW 5.00 SEPARATE PLAN) -._..__ -._ - BW 56.4 i TW 57.00 2>HD BW 56.110 DMH2 3, _ 9. • -".._ 60 00 I � I IM=49.80 1.5•.G (IN12 HDPE =45.80 t44-91V(OUT =44.35 _; COMMONWEALTH� /./ N /F T' W,1% OF . Y;7MOUTH MAP 1:03 s="CEL 9 'y IS -.3? ACRES 100' VEGETATED ANG POND 1 W # 12 Vr41v 13 MASSACHUSETTS - RAILROAD /OF EROSION CONTROL NOTES: 1. STORMWATER RETENTION AREA SHALL BE LINED WITH RIP -RAP AND USED AS TEMPORARY SEDIMENTATION BASIN DURING CONSTRUCTION, AND CLEANED OF SEDIMENT DURING AND UPON COMPLETION OF CONSTRUCTION. 2. HAYBALE BARRIERS AND SILT -SACKS SHALL BE INSTALLED AT ALL CATCH BASIN GRATE INLETS AND MAINTAINED DURING CONSTRUCTION. 3. EXCESS SOIL MATERIAL SHALL BE REMOVED FROM THE SITE TO MINIMIZE STOCKPILING. STOCKPILES REWIRED ON-SITE SHALL BE IN THE PROPOSED MATERIALS STORAGE AREA WITH HAYBALE BARRIER AT THE TOE OF SLOPE. 4. SEDIMENT PRODUCING AREAS THAT REMAIN BARE FOR MORE THAN TWO MONTHS PRIOR TO INSTALLATION OF PERMANENT GROUND COVER SHALL BE COVERED WITH TEMORARY FAST-GROWING GRASS, MULCH, OR MATTING AS APPROPRIATE. NOTE: ADS N-12 HDPE PIPE SHALL BE USED FOR STORM DRAINAGE PIPE, EXCEPT RCP TO BE USED WHERE NOTED. i i 1 a 1 I f f f i i i , I I e NOTE: ADS N-12 HDPE PIPE SHALL BE USED FOR STORM DRAINAGE PIPE, EXCEPT RCP TO BE USED WHERE NOTED. REVISIONS: NO. DATE DESC. 1 7/12/02 SITE PLAN REVIEW EDITS 2 5/19/03 BLDG PERMIT SUBMITTAL 02 LISA A MACDONALD .. � CIVIL 40134 �aaaAA1.� 5-11 q/d3 LISA A MACDONALD CIVIL y n 40134 PROFESSIONAL ENGINEER DATE PROPOSED OFFICE BUILDING #203 WILLOW STREET IN YARMOUTHPORT MASSACHUSETTS (BARNSTABLE COUNTY) GRADING & UTILITIES PLAN JUNE 21. 2002 ISSUED FOR: BUILDING PERMIT APPLICANT: COY'S BROOK REALTY TRUST YARMOUTH, MA PREPARED FOR: BROWN, LINDQUIST, FENNUCIO & RICHMOND ARCHITECTS, INC. #923 MAIN STREET YARMOUTHPORT, MA 02675 BSC GROUP 657 Main Street, Unit 6 W. Yarmouth Massachusetts 02673 508 778 8919 © 2002 The BSC Group, Inc. SCALE: 1> = 20' 0 2.5 5 10 terns 0 10 20 40 rm PROJ. MGR.: C. FIELD FIELD: D. GAZZOLO / J. MaCARTIN CALC./DESIGN: M.E.R./ L MacDONALD DRAWN: M.E.R./ L MacDONALD CHECK: R. CHAPMAN FILE: 8377-SP.DWG DWG. NO: 5351-02 SHEET 2 OF 3 JOB. N0: 4-8377.00 i i i i i i REVISIONS: NO. DATE DESC. 1 7/12/02 SITE PLAN REVIEW EDITS 2 5/19/03 BLDG PERMIT SUBMITTAL 02 LISA A MACDONALD .. � CIVIL 40134 �aaaAA1.� 5-11 q/d3 LISA A MACDONALD CIVIL y n 40134 PROFESSIONAL ENGINEER DATE PROPOSED OFFICE BUILDING #203 WILLOW STREET IN YARMOUTHPORT MASSACHUSETTS (BARNSTABLE COUNTY) GRADING & UTILITIES PLAN JUNE 21. 2002 ISSUED FOR: BUILDING PERMIT APPLICANT: COY'S BROOK REALTY TRUST YARMOUTH, MA PREPARED FOR: BROWN, LINDQUIST, FENNUCIO & RICHMOND ARCHITECTS, INC. #923 MAIN STREET YARMOUTHPORT, MA 02675 BSC GROUP 657 Main Street, Unit 6 W. Yarmouth Massachusetts 02673 508 778 8919 © 2002 The BSC Group, Inc. SCALE: 1> = 20' 0 2.5 5 10 terns 0 10 20 40 rm PROJ. MGR.: C. FIELD FIELD: D. GAZZOLO / J. MaCARTIN CALC./DESIGN: M.E.R./ L MacDONALD DRAWN: M.E.R./ L MacDONALD CHECK: R. CHAPMAN FILE: 8377-SP.DWG DWG. NO: 5351-02 SHEET 2 OF 3 JOB. N0: 4-8377.00