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HomeMy WebLinkAboutPlan Rev 7.22.20220 47 a 0 WF-#3 i i i i iWF-#2 h Q WF—#1 i i � 1 1 i 1 i / CQ / ® 6.4 / OPOSED 620± S.F.ROF MITIGATION G / PLANTINGS r ® ® EXISTING r BOATHOUSE TO BE REMOVED C.00 O /y ON z4s PROPOSED PAVER PATHWAY EXISTING PROPANE TANK TO BE REMOVED BUFFER DISTURBANCE SALT MARSH IPROPOSED 0-50' 0 S.F. 0 S.F. 50-100' 0 S.F. 0 S.F. COASTAL BANK WITHIN 295f S.F. 290t S.F. (DRIVEWAY TO REAR) (NO PROPOSED BUILDINGS) 0-35' 1,323t S.F. 1,107t S.F. 35-50' 261 f S.F. 597f S.F. 50'-100 204f S.F. 466t S.F. LAND SUBJECT TO COASTAL STORM FLOWAGE 745f S.F. 740f S.F. (DRIVEWAY TO REAR) (NO PROPOSED BUILDINGS) RIVERFRONT AREA 4,1 14t S.F. DISTURBANCE WITHIN 100' RIVERFRONT 0 S.F. 0 S.F. DISTURBANCE WITHIN 200' RIVERFRONT 950t S.F. 1,260± S.F. 310f S.F. ®2:1 MITIGATION REQ' 620f S.F. MITIGATION REQ' 620f S.F. MITIGATION PROVIDED QUANTITY BOTANICAL NAME COMMON NAME MATURE SIZE SPACING ROOT SHRUBS 3 CLETHRA ALNIFOLIA SWEET PEPPERBUSI d 6' 5' OC CON'T, I GAL. 3 ILEX GLABRA INKBERRY F%' 5' OG CON'T, I GAL. 20 VACCINIUM ANGUSTIFOLIUM LOWBUSH BLUEBERRY 2' 1 3' OG CON'T, I GAL. 30 COMPTONIA PEREGRINA SWEET FERN 2' 1 3' OG CON'T, 2 GAL. PROPOSED STRAW WATTLES /WORK LIMIT JOHN TOBIN ASSESSORS MAP 2: PAR07 . 53 PROPOSED SOAKE POOL. jN ERIOR 8'X14' 1ERIOR 170f S.F. PROPOSED DRYWELL / r,nnms�n EXISTING 2-STORY BUILDING TO BE REMOVED FND IN STREET LAYOUT BENCHMARK ELEV=7.42 NAVE, CONCaETET .POST /-HHUF'USLU TRENCH DRAIN / TO (2) 500 GAL. DRYWELLS = c PROPOSED BITUMINOUS CONCRETE DRIVEWAY AVERAGE NATURAL GRADE AT STREET SIDE OF FOUNDATION 12.0t LOCUS INFORMATION CURRENT OWNER: CREST VALLEY DEVELOPMENT LLC TITLE REFERENCE: DEED BOOK 34574, PAGE 127 PLAN REFERENCE: PLAN BOOK 68, PAGE 145 ASSESSORS MAP: 22 PARCEL: 52 ZONING DISTRICT: R-25 SETBACKS: FRONT 30' SIDE 15' REAR 20' MINIMUM LOT SIZE: 25,000 S.F. TOTAL LOT AREA: 10,�!32t S.F. UPLAND LOT AREA: 8,6°i8f S.F. IUILDING COVERAGE 2,05*9/8,658=23.8% WILDING COVERAGE 2,165 S.F. (25%) IUILDING COVERAGE 2,1,50 S.F. (24.8%) OVERLAY DISTRICT: NON E TROGEN SENSITIVE ZONE: NOT A ZONE II FEMA FLOOD ZONE DISTRICT: "X" & "AE" EL-11.0 DATED 7/16/14 PANEL #25001CO569J PROPOSED HOUSE IN FLOOD ZONE "X" PROPOSED TRENCH DRAIN TO (2) 500 GAL. DRYWELLS N/F PAUL R. JOHNSON ASSESSORS MAP 22 PARCEL 51 NOT_S: 1. THE ELEVATIONS DEPICTED ON THIS PLAN ARE ON NAVD 88 VERTICAL DATUM. 2. THE LOCATION OF THE EXISTING SEPTIC SYSTEM IS UNKNOWN. OLD SEPTIC TO BE LOCATED AND PUMPED, CRUSHED AND REMOVED FROM LOCUS PROPERTY. 3. BOATHOUSE, PROPANE TANK, SEPTIC SYSTEM & DEBRIS TO BE REMOVED AND AREA RE —GRADED AND RE —SEEDED. MITIGATION PLANTINGS IN ADDITION TO THIS SITE CLEANUP. 4. DRYWELL TO BE INSTALLED FOR DOWNSPOUTS & TRENCH DRAINS INSTALLED FOR BITUMINOUS DRIVEWAY. 5. UTILITY CONNECTIONS TO BE COORDINATED BY OWNER AND CONTRACTOR PRIOR TO CONSTRUCTION. p INV. OUT=13.92 -�_ PROPOSED Q' BITUMINOUS S�A� t, \ CONCRETE God® \� DRIVEWAY �O 163,'0- t PROPOSED STONE \� PARKING AREA ,o \ \ S \ \\ PROPOSED 1,500 cS• GALLON SEPTIC TANK INV. IN=13.04 INV. OUT=` 2.79 o?, ®r 15. 00 c� 6P�K O PROPOSED ROW OF ,0 LEYLAND CYPRESS ® ® N/F 7' O.C. woo® GARY PIKE ASSESSORS MAP 22 PARCEL 40 PROPOSED 500-GALLON LEACHING CHAMBERS N/F TOP OF CHAMBERS=13.30 MICHAEL L. EASTBURN INV. IN=12.30 ASSESSORS MAP 22 BOT. OF CHAMBERS=10.30 PARCEL 39 n = ;C1 0G) OD m � ROUTE 28 r—Co z W m co X r 0 D N z m LOCUS p C ;0 m LEWIS BAY LOCUS MAP NOT TO SCALE I CERTIFY TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF THAT THE LOT CORNERS, DIMENSIONS AND SETBACKS TO THE STRUCTURE AS DETERMINED BY INSTRUMENT SURVEY AND AS SHOWN ON THIS PLAN AR ECT. OF KIERAN J. v HEALY NO.48135 0 01Fcf alSTEP�O�`�'�. S�ONAL LAND S� KIERA , J. HEAL PLS DATE FOR THE BSC' GROUP INC. PLAN OF LAN D 24 VALLEY ROAD IN WEST YARMOUTH MAS SAC H U S ETTS (BARNSTABLE COUNTY) PROPOSED CONDITIONS ,JUNE 16, 2022 NO. DATE DESC. 1 7-22-22 CON COM REQUIREMENTS PREPARED FOR: DAVID PALMER 63 PROSPECT STREET MELROSE, MA 02176 palmeripad@me.com B SC UP 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2022 BSC Group, Inc. SCALE: 1 " = 10' 0 5 10 20 Fr FILE: 50597—EXC2.DWG DWG. NO: 6767-02 SHEET 1 OF 1 JOB. NO: 5-0598.00 0