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HomeMy WebLinkAbout83-1965 - Site PlanCURRENT OWNER: DAVID FYFE TITLE REFERENCE: 22497-261 PLAN REFERENCE: 26/103 ASSESSORS MAP: 20 PARCEL: 50 NOTES 1) THE MAJORITY OF THE NEW STRUCTURE FALLS WITHIN FLOOD ZONE A9—ELEV 10.0 2) SEPTIC SYSTEM APPROVED BY THE YARMOUTH BOARD OF HEALTH AT THE DECEMBER BOARD OF HEALTH MEETING IN 2012. WETLAND DELINEATION PERFORMED BY: MATTHEW CREIGHTON, PWS. N/F DIANE & WILLIAM DELANEY 15 WINDMILL LANE ASSESSORS MAP 20 PARCEL 51 N/F ANTHONY FACCHINI S50.53' 166 BAYVIEW STREET ASSESSORS MAP 20 PARCEL 161 N/F EXISTING 11 HIGHLAND STREET BOATHOUSE/STUDIO/LOFT REALTY TRUST 13.7'X20.3' 11 HIGHLAND STREET 3' DECK ASSESSORS MAP 20 320± S.F. PARCEL 46 WF -B1 WF -B2 tv` TOP OHW ^ BOTTOM u pR7VATF, `\ f 04 IigR �,QN PROPOSED SFW/�IpT7ly ` SLEEVE(S) 1 TOP WALL 13.5 BOTTOM FTG 4.0 9j65e) W iM1V1•. : • P tL�` � MINIMUM 4' • OF 1 STONE Ito Ir ALONG• - OF WALL -_Ili I,r EXISTING BOATHOUSE/STUDIO /LOFT 13.7'X20.3' /3' DECk 320± S.F. 0.7' �O 6 Dc 7,> O O 25 �9 0.3' J V� MM 3.0' (0. � 9 25 � /000 / / PROPOSED BOATHOUSE/STUDIO /LOFT 16'X24' 384± S.F. 76 0' EXISTING CONDITIONS PROPOSED CONDITIONS 101V O. 0 O• 51 "W 6.46' P 0 PROPOSED SILT FENCE ALONG BASE OF WALL / ✓0 O WF -B3 yyALL .4 se /1.0 J3' I �± I (3) 5' INLET jjil I I 0. 2-0 Zj° 11� �o' ow I 1}x-20' DIA COVER I, 1 — V 11'---I DRAIN HOLES fi-X4' TO 5"X2' TAPER PLAN VIEW SIDE VIEW I^3 —9• I 6• (-® 0 ®i :-Q-7 -, I 3 1-� FRONT MEW BACK VIEW NOTES: LOCUS 7 HIGHLAND INFORMATION STREET o T 9L j x N m 2. DESIGNED FOR H-20 LOADING. CURRENT OWNER: ANNICK COOPER OVERLAY DISTRICT: NONE CENTER SECTIONS HAVE URGE OPENING IN NOT TO SCALE WEIGHT BOTH THE BACK AND FRONT SIDES. NITROGEN SENSITIVE FSg�O L ENG LE—CGLPH H-20 TITLE REFERENCE: 3354-162 GALLEY 4X4 FILING ZONE: NOT A ZONE II PLAN REFERENCE: 16/109 & 26/103 & 619/50 FEMA FLOOD Pogo: E1.2 /' 87 Haverhill Road—Amesbury, MA 160 Old Turnpike Rd—Nottingham, NH 1 10/23/13 ZONE DISTRICT: "C, B. A-9", ASSESSORS MAP: 20 DATED 7/2/1992 PARCEL: 45 PANEL #250015 0005 D ZONING DISTRICT: R-25 MINIMUM LOT SIZE: 25,000 S.F. SETBACKS: FRONT 30' EXISTING LOT SIZE: 4,029± S.F. TOTAL 02673 SIDE 15' SCALE: 1" = 10—' 0 5 10 20 FLET FILE: 9456—STUDIO—EL—I3.DWG DWG. NO: 5965-05 SHEET 1 OF 1 REAR 20' EXISTING LOT COVERAGE: 320± S.F. (7.9%) PROPOSED LOT COVERAGE: 3S4t S.F. (9.5%) 17 WINDMILL LANE CURRENT OWNER: DAVID FYFE TITLE REFERENCE: 22497-261 PLAN REFERENCE: 26/103 ASSESSORS MAP: 20 PARCEL: 50 NOTES 1) THE MAJORITY OF THE NEW STRUCTURE FALLS WITHIN FLOOD ZONE A9—ELEV 10.0 2) SEPTIC SYSTEM APPROVED BY THE YARMOUTH BOARD OF HEALTH AT THE DECEMBER BOARD OF HEALTH MEETING IN 2012. WETLAND DELINEATION PERFORMED BY: MATTHEW CREIGHTON, PWS. N/F DIANE & WILLIAM DELANEY 15 WINDMILL LANE ASSESSORS MAP 20 PARCEL 51 N/F ANTHONY FACCHINI S50.53' 166 BAYVIEW STREET ASSESSORS MAP 20 PARCEL 161 N/F EXISTING 11 HIGHLAND STREET BOATHOUSE/STUDIO/LOFT REALTY TRUST 13.7'X20.3' 11 HIGHLAND STREET 3' DECK ASSESSORS MAP 20 320± S.F. PARCEL 46 WF -B1 WF -B2 tv` TOP OHW ^ BOTTOM u pR7VATF, `\ f 04 IigR �,QN PROPOSED SFW/�IpT7ly ` SLEEVE(S) 1 TOP WALL 13.5 BOTTOM FTG 4.0 9j65e) W iM1V1•. : • P tL�` � MINIMUM 4' • OF 1 STONE Ito Ir ALONG• - OF WALL -_Ili I,r EXISTING BOATHOUSE/STUDIO /LOFT 13.7'X20.3' /3' DECk 320± S.F. 0.7' �O 6 Dc 7,> O O 25 �9 0.3' J V� MM 3.0' (0. � 9 25 � /000 / / PROPOSED BOATHOUSE/STUDIO /LOFT 16'X24' 384± S.F. 76 0' EXISTING CONDITIONS PROPOSED CONDITIONS 101V O. 0 O• 51 "W 6.46' P 0 PROPOSED SILT FENCE ALONG BASE OF WALL / ✓0 O WF -B3 yyALL .4 se /1.0 J3' I �± I (3) 5' INLET jjil I I 0. 2-0 Zj° 11� �o' ow I 1}x-20' DIA COVER I, 1 — V 11'---I DRAIN HOLES fi-X4' TO 5"X2' TAPER PLAN VIEW SIDE VIEW I^3 —9• I 6• (-® 0 ®i :-Q-7 -, I 3 1-� FRONT MEW BACK VIEW NOTES: 28 1. CONCRETE 4,000 PSI MINIMUM AFTER 28 DAYS. o T 9L j x N m 2. DESIGNED FOR H-20 LOADING. i cMD o ; o z 3. GALLEY AVAILABLE IN BOTH END AND CENTER SECTIONS. LOCUS PARK AVE E LENS BAY CENTER SECTIONS HAVE URGE OPENING IN NOT TO SCALE WEIGHT BOTH THE BACK AND FRONT SIDES. T� ITEM NO. LE—EGLPH H-20 1.875N FSg�O L ENG LE—CGLPH H-20 743 /g r SHEA Ne"eO-696 GALLEY 4X4 FILING 7432F9.HEA) 800-698-74cr I IN WEST YARMOUTH e.com CONCRETE PRODUCTS www.9hBoconcfete.com LOW PROFILE SITE PLAN 773 Salem Street—Wilmington, MA 153 Cranberry Hwy—Rochester, MA Pogo: E1.2 /' 87 Haverhill Road—Amesbury, MA 160 Old Turnpike Rd—Nottingham, NH 1 10/23/13 Mal to: PO Boz 520—Wilmington, MA 01887 Golle 4X41 .dw 6Z29/11 nPCIl apecmcaoons suolect to cringe witnout notice GAS GATE /^ry 1 .!b � ., RRgqPpOdSSE F BOATHOUSE/ ' O PRL�AINING WALL / r'N STUDIO/LOFT / TOP=13.5 / 4 X 17.3 384± S.F. ? / kk / '4V ELEV. 14 5 / P EXISTING 5 / / #11 \ ��" EXISTING DWELLING �\ T� E REMOVED. F.FLOOR 18.7 0J/ ~•:: 0 'v I`` �'L� PROPOSED : PUMP CHAMBER w / T.W.=14.0 1 L R:•i:.... BTM FTG=9.5 / ::. H .•. •1=10.5 J LOT DEFINITION BY: : / SWEETSER ENGINEERING t:.. 4 / y{W\\/// \�\ \ •. ...-.. PLAN 619/50 oHN / \ DEMOLISH EX1311NG/ �2\ 0 n' �. ` _ DRNEWAY FROM THIS / 0 MAIN TO BE ?s� / EXISTING WATER -_ POINT -TT MD- '% 0 7094 ABANDONED / 11 HIGHLAND STREET TER ' e- —(2851 S.F / � /, / \ S4/p � �qlF-R 9� � / REALTY TRUST 11 HIGHLAND STREET ASSESSORS MAP 20 / y PARCEL 46 T.., 14 7 tb \ \' 80 71� -C F BENCHMARK. TOP O OF STONE BOUND tiw �rr-+H/ ELEVATION / SEPTIC TANK / h \ / \ 17.42 N.G.V.D. /4" / \ N / O BIT. DRIVEWAY c� � � / DIST. BOX FLAG A3 0 4 \ 4 APRON \ \� \ /� �fo to #17 FlLTRAWN SYSTEM G y \� \ / I t 1 \ PROPOSED �0� ry� �� EXISTING DWELLING /� N/F CON ISTIN F (6 110 �� % VENT H / to L /1' K DAVID FYFE PROFjLF, G ' 4 ALLEYS (4' c v 17 WINDMILL LANE CLAMSHELL / ASSESSORS MAP 20 DRIVEWAY INSIDE 2�1E8'X4' 01 ED h \ \ ::: \ // [�� PARCEL 50 BTM hIW 75 PROPOSED 0 4 0 \ / \ j / \ / 2' WATER MAIN �- 15— / TO BE SLEEVED /4• c \ _ _ IN 4" PVC PIPE ° 3 >,70 K :., h \ X 17.4 /' / Cr / COO N/F O l ANNICK S. DOPER PROPOSED LEACHING AREA 8 \ NO O / 12 HIGHLAN STREET APPROXIMATE / 23.0' X 6.83' �? LOCATION OF EXISTING / J ASS PARCEL 2 S RS AP 20 LEACHING FIELD N/F CBDH KATHLEEN & MATTHEW CRONIN EXISTING GAS MAIN TO FOUND \ / / 1 HIGHLAND STREET BE DISCONNECTED ASSESSORS4MA4P 20PARCEL N/ HELEN SHAH REVOCABLE ASSEESSSNG T ORSRUST MAPE 0 / Q4�Of \ \ • �/ PARCEL 43 T/ 1 �� 5�-IaGs l�e�'�sec1 ?\uf) lv-3- 13 28 o T 9L j x N m i cMD o ; o z LOCUS PARK AVE E LENS BAY LOCUS MAP NOT TO SCALE tk1 OFA � BRIAN G. o YERGATIAN CIVIL 9 No. o. .9oF 6�iB EP FSg�O L ENG tola3�►3 BRIAN G. YERGATIAN DAYE PROFESSIONAL ENGINEER NOTICE OF INTENT FILING 7 HIGHLAND STREET IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) SITE PLAN MAY 1, 2013 NO. DATE DESC. 1 10/23/13 RAISE WALLS/REV. GRADING PREPARED FOR: ANNICK COOPER 16 HIGHLAND STREET WEST YARMOUTH, MA 02673 (508) 771-5755 BSC GROUP 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2013 BSC Group, Inc. SCALE: 1" = 10—' 0 5 10 20 FLET FILE: 9456—STUDIO—EL—I3.DWG DWG. NO: 5965-05 SHEET 1 OF 1 JOB. NO: 4-4456.01 �� 5�-IaGs l�e�'�sec1 ?\uf) lv-3- 13