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HomeMy WebLinkAbout83-1779 - Site Plan004RIVERFRONT ALTERATION LOCUS PLAN: NO SCALE 0'-100' 1,600 S.F. 100'-200' 5,880 S.F. LOC S INFORMATION WILLOW TOTAL 7,480 S.F. CURRENT WNER: ESTATE OFJAMENINGHAM STAGE NEW RIVERFRONT DISTURBANCE / TITLE REF ENCE: BOOKS 17773 J. NPAGE 300 ISLAND PLAN REFERENCE: L.C. 18832-A 0'-100' 660 S.F. II�100'-200' 940 S•F• ASSESSOP? RCEL: 290 MAP: 34s TOTAL 1600 S.F. RIVERZONING DI TRICT: RS-40SETBACKS: FRONT 30' SIDE AREA WITHIN COASTAL STORM FLOWAGE / REAR 20'2480 S.F. (INCLUDES SEPTIC UNDER DRIVEWAY) / MINIMUM LO SIZE: 40,000 S.F. EXISTING LOT AREA: 17,041±S.F. ANTUCKET SOUND FEMA LOOD NOTE: Poi ZONE DI TRICT: ZONE A-11 (ELEV=11) PROPOSED GRADING ON EASTERLY SIDE OF THE DWELLING��� / #250015 0006 D. 7/2/92 / WILL BE INSTALLED OVER EXISTING LAWN AREA. S OVERLAY DI TRICT: NOT IN A ZONE II `7°° / CB/DISK / FND / / CD / EDGE / OP PAVEMENT BENCHMARK: CB W/DRILL HOLE) , /ER STRECB 9) ELEVATION=6.87 (NGVD 192RIVER PGS 0Q?� - _ ET (PUBLIC 29.5' WIDE �/� CB OHW --- -h UPT OH - QOM/GU EDGE OF - C F PAVEMENT OH W -�� _ J C /DH OHW -7- - -- OHW ^°O \i - / F D Y 9 G UPL OHW®-� OHW \ / BENCHMARK:YDRANT BOLT #159 CB 6.7 CB OHW -- / ELEVATION=9.57 (NGVD 1929) ® / N 84'45'10' W OHW OHW -�_ / 2 ST005 C OHW --_OHW ui 6.5 253.88' OHW 1 OHW ------ ___ OHW UPL 1t' 9 STOCKADE FENCE - GUY WIRE SHOWER / -� 7:2 HYD _ DH '42.2- / OST ND RAIL F E , 7.7 NCFND 23.6 21.0' F 24° !OAK GAS `� 0 10.8 c oERED PROPOSED ADDITION RCH w BITUMINOUS DRIVEWAY 1 3 METER X3'4 2 3.8' o \ .7-- R,LOCATED / ROPOSED z a a 2 STORY 24x50' 1Pli4- WOOD FRAME W096 FRAY N 7.4 PROPOSED DECK/ w HOUSE #167 COVERED / LEACHING FIELD 10 3' ELE. TOF=7.9 HOUSE #167 toI 70.7' METER THRESHOLD=8.8 TOF=11.0 / y THRESHOLD=12.0 / / 76 zs.4', CRAWL SPACE i7 N/F Q i0•0 ❑ STOOP 7 JAMES J. CUNNINGHAM ELEV.=8.4 Q� j• F \ M ASSESSORS BRICK WALKWAY / 8.T PARCEL N M w 6 10 _ 17,041±S.F. 1103 / Lj S ¢ / it EXISTING 6' PROPOS A DIT10NBRICK PATIO O0 �j y .� N GARAGE 70, / vj 2.0 O o N 24.64.Lo PROPOSEDN 13.0' 4.2 / uo 7� 10 RELOCATED s.s GARAGE EL=9.3 32.0' 7.a �.r�Po�� 6.4' BRICK o LKWgy / O$ LEA ING 15E WgG G! 32.3'i - -'TANK �c�� �j0� 41 N 8 D-BOX�/ 1 6.5 0 7 APRO IMATE SEPTIC t` \> N / O� �� ui M 6.6' ILED �p � Q F .� FROM T WN OF YARM Qp BO INFORMATION 6.8 _ O BENCHMARK / J STOCKADE FENCE / -\ Q� �� DRILL HOLE IN Py~P/ STAIRS / 6.9 / S TOP OF STONE °o� S84'45'10`E s/ 7.2 ) S• WALL. EL 7.52 0� 7.4 CoQ 1 O' NSF/ ` \ 200.55' - OST AND AIL NCE DH ROBERT J. DAVIS \ / FND °p ASSESSORS P 34 PARCEL 29 qr P / NOTES THE HATCHED AREA INDICATE THE EXISTING STRUCTURES / NO. DATE DESC. 1. 3/7/07 ADD SILT FENCE THE HEAVY LINES INDICATE PROPOSED CONDITIONS / 2. 9/12/07 REVISE GRADING ADD SNOW FENCE LEGEND / A.O LOT COVERAGE ® PROPOSED CONTOURS PRO OSED BUILDING/GARAGE/DECK/PORCH COVERAGE - 23% -7- EXISTING CONTOURS TO ACCOMPANY A 6.5 EXISTING SPOT ELEVATION INTENT ((pp^ (((( [( IN WEST YARMOUTH MASSACHUSETTS REVISIONS: NO. DATE DESC. 1. 3/7/07 ADD SILT FENCE _ REMOVE HAYBALES 2. 9/12/07 REVISE GRADING ADD SNOW FENCE OF A.O > W La L�� 4• � 4/�z./o 7 PROFESSIONAL LAND SURVEYOR DATE PLAN OF LAND TO ACCOMPANY A NOTICE OF INTENT #167 RIVER STREET IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) SITE PLAN SE -083-1779 FEBRUARY 14, 2007 00, PREPARED FOR: ERT ARCHITECTS, INC. 939 ROUTE 6A YARMOUTH PORT, MA 02675 (508) 362-8883 BS C� GRoup 349 Main Street, Unit D W. Yarmouth Massachusetts 02673 508 778 8919 © 2007 The BSC Group, Inc. SCALE: in = 10' 0 1.25 2.5 5 umn 0 5 10 20 n rr PROJ. MGR.: C. FIELD FIELD: D. GAZZOLO / J. McCARTIN CALC./DESIGN: K. HEALY DRAWN: K. HEALY CHECK: C. FIELD / M. DIBB FILE: 4899700SP2.dwg DWG. N0: 5671-04 SHEET 1 OF 1 JOB. NO: 4-8897.00