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HomeMy WebLinkAboutPlan of Land' CB/DH / FND IN STREET LAYOUT BENCHMARK ELEV=7.42 NAVD � W / v / / EXISTING CONCRETE WALK TO BE REMOVED / M X 6.5 / G CONC,RE-n ♦ / O ♦ G POST •� 6.4 X 6.2 ♦ / ` /i SHELLAREA PARKING /'II/' TO BE REMOVED & PROPOSED 620f ♦ / I �,�� A ` REPLACED WI r / S.F. OF MITIGATION J r O \ BIT. CO PLANTINGS / row G O 9 00 EXISTING ♦ . f 0 p ■.rrr +. BOATHOUSE TO \�\ BE REMOVED r . I BUFFER DISTURBANCE bc� vp 4 PROPOSED PAVER PATHWAY EXISTING PROPANE TANK TO BE REMOVED 14.5 PROPOSED DRYWELL r = 1 O A ONE COAST QvP PARCEL soon." .ram ,...\ 14PROPOSED ;% SALT MARSH EXISTING PROPOSED STRAW WATTLES 2�1 0-50' 0 S.F. 0 S.F. N F /WORK LIMIT JOHN TOBIN 50-100' 0 S.F. 0 S.F. ASSESSORS MAP 22 / PARCEL 53 / COASTAL BANK WITHIN 295f S.F. 290f S.F. (DRIVEWAY TO REAR) (NO PROPOSED BUILDINGS) 0-35' 1,323f S.F. 1,107f S.F. 35-50' 261 t S.F. 597t S.F. 50'-100 204t S.F. 466f S.F. LAND SUBJECT TO COASTAL STORM FLOWAGE 745f S.F. 740t S.F. (DRIVEWAY TO REAR) (NO PROPOSED BUILDINGS) RIVERFRONT AREA 4,114f S.F. DISTURBANCE WITHIN 100' RIVERFRONT 0 S.F. 0 S.F. DISTURBANCE WITHIN 200' RIVERFRONT 950f S.F. 1,260f S.F. 310f S.F. 02:1 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 PEPPERBUSH 6' 5' OC CON'T, i GAL. 3 ILEX GLABRA INK13ERRY 6' 5' OG CON'T, I GAL. 20 VACCINIUM ANGUSTIFOLIUM LOWBUSH BLUEBERRY 1 2' 1 3' OG CON'T, I GAL. 30 COMPTONIA PEREGRINA SWEET FERN 1 2' 1 3' or, CON'T 2 GAL. PROPOSED STONE / PERVIOUS PATIO PROPOSED SOAKE POOL. RIOR 8'X14' E RIOR 170t S.F. -� PROPOSED DRYWELL EXISTING 2-STORY BUILDING TO BE REMOVED NOWM i 0 / PROPOSED TRENCH DRAIN / TO (2) 500 GAL. DRYWELLS NPROPOSED BITUMINOUS CONCRETE DRIVEWAY CONCRETE POST _9- -' 8 � P oi 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: 10,932t S.F. UPLAND LOT AREA: 8,658t S.F. �FX/ BUILDING COVERAGE 2,059/8,658=23.8% MAX. BUILDING COVERAGE 2,165 S.F. (25%) PROP. BUILDING COVERAGE 2,150 S.F. (24.8%) OVERLAY DISTRICT: NONE NITROGEN 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" AVERAGE NATURAL GRADE AT STREET SIDE OF FOUNDATION 12.0t TOP OF COASTAL BANK CONCRETE ®_._. POST C�VCRETE POST PROPOSED TRENCH DRAIN TO (2) 500 GAL. DRYWELLS 0 N/F PAUL R. JOHNSON ASSESSORS MAP 22 PARCEL 51 NOTES: 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. o e INV. OUT=13.92 ft"'• woo / PROPOSED 0 BITUMINOUS 0 / CONCRETE OP' DRIVEWAY �O G MOM �� iifiiifii) a,`al' 1= �� itt„rfrdltlCdrlFPfl�d!1,'16fa'f;etl,>istP3ifi1rl1l31riiifllh ii� r� woos # a J ' tF t r�11f#l�1J tfdi7l�r ' PROPOSED STONE i,f�PROE�OSED \ PARKING AREA 1 GARAGE �� � a, �� �� � �•t ;� • � o 1I �. \ ­ I PITCH T0� \ \ DRAIN \ X 15.8 - r PROPOSED �-- �5" , ' RINSING PROPOSED i 14.9 STATION LAWN AREA PROPOSED 1,500 GALLON SEPTIC TANK INV. DISTRIBUTION BOX > / a / a UT79 INV. IN=12.61 S tJS ?� a / INV. UT12.O=12. C> INV. OUT=12.44 .15. N TP-1 2 I"OR. WOOD . " :: �O / a PROPOSED ROW OF �06 ON QED.. OM. / a LEYLAND CYPRESS ,00 N/F BIN :.. _. 7' O.C. �r GARY PIKE NOUN On.. """' a .� w .� ��"" EMO ASSESSORS MAP 22 \ PARCEL 40 (0-D� a PROPOSED 500-GALLON 15.8 a 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 G) ;fJ 0 OD m G1 ROUTE 28 0 z � rn m O < N LOCUS lkl o z � c 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 ARE CORRECT. KIERAN J. HEALY PLS DATE FOR THE BSC GROUP INC. PLAN OF LAND 24 VALLEY ROAD IN WEST YARM 0 UTH MASSACHUSETTS (BARNSTABLE COUNTY) PROPOSED CONDITIONS ,JUNE 16, 2022 NO. DATE DESC. 1 7-22-22 CON COM REQUIREMENTS JAN 0 6 2023 HEALTH DEPT. PREPARED FOR: DAVID PALMER 63 PROSPECT STREET MELROSE, MA 02176 polmeripad®me.com BSC SUP 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2022 BSC Group, Inc. SCALE: 1" = 10' 0 5 10 20 FEET FILE: 50597-EXC2.DWG DWG. NO: 6767-02 SHEET 1 OF 1 JOB. NO: 5-0598.00 0