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HomeMy WebLinkAbout83-1965 - Site Plan 2CURRENT 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 ANTHONY FACCHINI S50'53'51'W 166 BAYVIEW STREET 6.46' 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 - ... W7-B1 WF-82 > F-62> ` W_ P N%iL 9.5 OIYW BOTTOM TW 1.0 EXISTING BOATHOUSE/STUDIO /LOFT 13.7'X20.3' /3' DECK 320± S.F. 0.7' (O 7,> , O 25 �° 0.3' ry 73 >, ^) S 3.0' (0��° EXISTING CONDITIONS / Osti. • 113„�. ry. O� 0 / �0. PROPOSED BOATHOUSE/STUDIO /LOFT 16'X24' 384± S.F. Il?_ 2.0' N N' PROPOSED CONDITIONS el P?�� cS'O• PROPOSED SILT 4e FENCE ALONG BASE OF WALL WF -B3• h a\ - -� Ix �Q 6 . VD /\//40 f \ Nq5 pR/VAlE• V,q/q `iQ /1 � PROPOSEDN \ �w�oTy �/` SLEEVE(S) _ PROPOSED TOP WALL 13.5 / / w '9 by STU O/L•0FT BOTTOM FTG 4.0 b g2y0 V! 16'X24' N65 '384:,, S.F. F.F. SLAB 9 c vy ELEV. 14.5 CBDH ® x-3.3 X MINIMUM 4' WIDE STRIP FOUND 13.1 ` OF CRUSHED STONE :•• " ALONG TOP OF RETAINING WALL \ c� H BASIN \ ONVJ N/F 1 ` R-13.00 \ H :..;'.q ti:::.. 0........ ........ I-9.75 "•.3y ?::.. :• DIANE & WILLIAM AM DELANEY �- \ :wtt.•• ............. ": d 15 WINDMILL LANE 1`1 \ ' '" •• O ASSESSORS MAP 20 PARCEL 51 L 1'�� O .:. yix;•::.. N1/ -isRE D ON / \ DEMOLISH iDdtnNG-' /2\ ....... _-$LVEWAY FROM THIS \ MElm- O ETRSf 3.F,� / / \ It �W _ 14 / l i C)\ / 13\-P$OPOSED SEPTIC MARK 14 BIT. DRIVEWAY �, APRON �~ FILTRA N SYSTEM EXISTING DWELLING ��/� DAVID FYFE CONSIS QF �6YS (4L! 17 WINDMILL LANE CLAMSHELL PROINSIDE PROFft42 ' 4' I / ASSESSORS MAP 20 DRIVEWAY W � �01 ,r4 / PARCEL 50 -__ BTM GALLEYS 75 �J13' (3) 5' IN Qv-, 3-D'Z T CLEANOUT COVER --V-11' DRAIN HOLES 6'X4' TO 5"X2' TAPER PLAN VIEW I --SIDE VIEW I 3 -g•�I Ire 0 3_0. 1 E3 -- FRONT " FRONT VILW BACK VIEW NOTES LOCUS 7 HIGHLAND INFORMATION STREET ,I 0 I 2. DESIGNED FOR H-20 LOADING. CURRENT OWNER: ANNICK COOPER OVERLAY DISTRICT: NONE CENTER SECTIONSLARGE OPENING IN CENHAVEND o`� BRIAN G. GR, WEIGHT H E NITROGEN SENSITIVE L ENS' LE-CGLPH H-20 TITLE REFERENCE: 3354-162 GALLEY 4X4 FILING ZONE: NOT A ZOIE II PLAN REFERENCE: 16/109 & 26/103 & 619/50 FEMA FLOOD Pogo: E1.2 DATE 87 Haverhill Road -Amesbury, MA 160 Old Tum pike Rd -Nottingham, NH 1 Yv'nPCp ZONE DISTRICT: "C, B, A-9', ASSESSORS MAP: 20 DATED 7/2/1992 PARCEL: 45 PANEL #251015 0005 D ZONING DISTRICT: R-25 MINIMUM LOT SIZE: 25,000 S.F SETBACKS: FRONT 30' EXISTING LOT SIZE: 4,029± S.F. TOTAL 508 778 8919 SIDE 15' mmmmommow 0 5 10 20 FEET FILE: 9456 -STUDIO -EL -13. DWG DWG. NO: 5965-05 SHEET 1 OF 1 JOB. NO: 4-9456.01 REAR 20' EXISTING LOT COVERAGE: 320± S.F. (7.9%) 17 WINDMILL PROPOSED LOT LANE COVERAGE: 384± S.F. (9.5%) 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 ANTHONY FACCHINI S50'53'51'W 166 BAYVIEW STREET 6.46' 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 - ... W7-B1 WF-82 > F-62> ` W_ P N%iL 9.5 OIYW BOTTOM TW 1.0 EXISTING BOATHOUSE/STUDIO /LOFT 13.7'X20.3' /3' DECK 320± S.F. 0.7' (O 7,> , O 25 �° 0.3' ry 73 >, ^) S 3.0' (0��° EXISTING CONDITIONS / Osti. • 113„�. ry. O� 0 / �0. PROPOSED BOATHOUSE/STUDIO /LOFT 16'X24' 384± S.F. Il?_ 2.0' N N' PROPOSED CONDITIONS el P?�� cS'O• PROPOSED SILT 4e FENCE ALONG BASE OF WALL WF -B3• h a\ - -� Ix �Q 6 . VD /\//40 f \ Nq5 pR/VAlE• V,q/q `iQ /1 � PROPOSEDN \ �w�oTy �/` SLEEVE(S) _ PROPOSED TOP WALL 13.5 / / w '9 by STU O/L•0FT BOTTOM FTG 4.0 b g2y0 V! 16'X24' N65 '384:,, S.F. F.F. SLAB 9 c vy ELEV. 14.5 CBDH ® x-3.3 X MINIMUM 4' WIDE STRIP FOUND 13.1 ` OF CRUSHED STONE :•• " ALONG TOP OF RETAINING WALL \ c� H BASIN \ ONVJ N/F 1 ` R-13.00 \ H :..;'.q ti:::.. 0........ ........ I-9.75 "•.3y ?::.. :• DIANE & WILLIAM AM DELANEY �- \ :wtt.•• ............. ": d 15 WINDMILL LANE 1`1 \ ' '" •• O ASSESSORS MAP 20 PARCEL 51 L 1'�� O .:. yix;•::.. N1/ -isRE D ON / \ DEMOLISH iDdtnNG-' /2\ ....... _-$LVEWAY FROM THIS \ MElm- O ETRSf 3.F,� / / \ It �W _ 14 / l i C)\ / 13\-P$OPOSED SEPTIC MARK 14 BIT. DRIVEWAY �, APRON �~ FILTRA N SYSTEM EXISTING DWELLING ��/� DAVID FYFE CONSIS QF �6YS (4L! 17 WINDMILL LANE CLAMSHELL PROINSIDE PROFft42 ' 4' I / ASSESSORS MAP 20 DRIVEWAY W � �01 ,r4 / PARCEL 50 -__ BTM GALLEYS 75 �J13' (3) 5' IN Qv-, 3-D'Z T CLEANOUT COVER --V-11' DRAIN HOLES 6'X4' TO 5"X2' TAPER PLAN VIEW I --SIDE VIEW I 3 -g•�I Ire 0 3_0. 1 E3 -- FRONT " FRONT VILW BACK VIEW NOTES a 0 x 1. CONCRETE: 4,000 PSI MINIMUM AFTER 28 DAYS. ,I 0 I 2. DESIGNED FOR H-20 LOADING. 7 Ln, LOCUS PARK AVE E 3. GALLEY AVAILABLE IN 30TH END AND CENTER SECTIONS. LOCUS MAP NOT TO SCALE CENTER SECTIONSLARGE OPENING IN CENHAVEND o`� BRIAN G. GR, WEIGHT H E ITEM NO. LE-EGLPH H-20 1 875 L ENS' LE-CGLPH H-20 1743 Aow cfliwblP�,a-.9• tff GALLEY 4X4 FILING &ISHEA 800-696-7432 (SHEA) LOW PROFILE WEST YARMOUTH CONCRETE PRODUCTS www.sheaconcrete.com (BARNSTABLE COUNTY) SITE PLAN 773 Salem Street -Wilmington, MA 753 Cranberry Hwy Rochester, MA Pogo: E1.2 DATE 87 Haverhill Road -Amesbury, MA 160 Old Tum pike Rd -Nottingham, NH 1 Yv'nPCp Moil to: PO Box 520 -Wilmington, MA 01887 Golle 4X41 .dw 6/29/11 cifications subject to change without notice 11 _ / s / i/ � GAS GATE 10 exv /4V 4Q AZ ED / / s � 14 VRE`TPJNING WALL y TOP=/4 X 17.3 13.5 1 TINGUT�ITI- All, /POEXILE I� PUY LLWIRE / I EXISTING DWELLING TO BE / � /--/AREMOVED. F.FLOOR 18.7 �l ( PROPOSED PUMP CHAMBER T.W.=14.0 / BTM FTG=9.5 J LOT INMON BY SWEETSER ENGINEERING PLAN 619/50 w J / w- �- A O "s¢-ee" l \ EXISTING WATER \ ( / / O / \ 77�� X09 MAIN TO BE IN ABANDONED 11 HIGHLAND STREET O WqF / 1y T qg. / , REALTY TRUST /�j( CBDH f R Mq/ r 11 HIGHLAND STREET / \ \SIS / / ASSESSORS 46P 20 ' \ \ 90 BENCHMARK. TOP �O/? OF STONE BOUND \ / G �OfN \ ELEVATION e � 17.42 N.G.V.D. / � \ / DIST. BOX' c \ FLAG PROP`OSS� SOLE %ED PROPOSED ' / ° / Y WATER MAIN\\ �� \ / / -- 15� � / TO BE SLEEVED IN 4' PVC PIPE / 14 J1- ^e - - 0 0 I �8? k PROPOSED LEACHING AREA APPROXIMATE / / 23.0' X 6.83 I / LOCATION OF EXISTING LEACHING FIELD / KATHLEEN & M/ATTHEW CRONIN \ / / 1 HIGHLAND STREET / ASSESSORS MAP 20 PARCEL 44 42 / 1y` /4l X 17.4 / v O?' 1y ('' e4y Ilk O" 1� y0 ,W �` ° X80. %�� / N/F TVA 0 O ANNICK S. STREET 12 HISSOR STREET ASSESSORS AP 20 PARCEL 2 CBDH EXISTING GAS MAIN TO FOUND BE DISCONNECTEDw- I N/F HELEN SHAH REVOCABLE HIGHLAND TRUST / / 2 HIGHLAND STREET ASSESSORS MAP 20 PARCEL 43 I 28 a 0 x F� i N m ,I 0 I m z p o z 7 Ln, LOCUS PARK AVE E LEWIS BAY LOCUS MAP NOT TO SCALE �1ZH OF MqS �OOti o`� BRIAN G. GR, O YERGATIAN CIVIL ,fl N0.4 6� .9oF P�1jS EP FSS/0 L ENS' �olaa��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-' mmmmommow 0 5 10 20 FEET FILE: 9456 -STUDIO -EL -13. DWG DWG. NO: 5965-05 SHEET 1 OF 1 JOB. NO: 4-9456.01 QL,\S2.L