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Home My WebLink AboutProposed garage plan (stamped) 1-12-23IPUPUP"IP"12"8"4"4"4"4"4"4"4"4"4"4"4"4"4"VENTCB/DHFOUNDCB/DHFOUNDG G G G G IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIWOODDECKEXISTINGSTEPS TOLOWER LEVELBELOW DECKCHIMNEYWOODPORCHSTONESTEPFLAGSTONEWALKSTONEDRIVEWAYPAVEDDRIVEWAYS TO N EDRIVEWAY PLANTERE D G E O F C L E A R I N G E DG E O F C L E A R I NG 32.0'49.1'4 9 . 8 'EXISTINGSTEPPINGSTONESPARCEL124-00534,010± S.F.OLD FALMOUTH ROAD(60' WIDE - PUBLIC)IBIBIBIBIBIBIB100' BUFFER100' BUFFER100' BUFFER100' BUFFER100' BUFFER100' BUFFER50' BUFFER50' BUFFER50' BUFFER50' BUFFER50' BUFFER50' BUFFER5452504846444240385048464442403852 54 52 GASMETERSTONE RETAINING WALL(TO BE REMOVED)R O U N D P O N DOBSERVED WATER LINE NOVEMBER 2022NATURALLYVEGETATEDNATURALLYVEGETATEDNATURALLYVEGETATEDPARCEL124-004-010PARCEL124-006PARCEL124-004-019EDGE OF PAVEMENTPAVEDAPRONE D G E O F P A V E M E N T FZFZFZFZFZFZFZFZFZFZFZFEMA ZONE XX (0.2%)EXISTING STONERETAINING WALL &STEPSA.C. UNITA GREAT PONDINLAND BANK, ELEV. 38.7 (10.54(2)(c)- MEAN ANNUAL FLOOD LEVEL &OBSERVABLE BREAK IN SLOPE)1 0 0 ' ( I N L A N D B A N K ) 5 0 ' ( I N L A N D B A N K OHW OHW OHW OHW OHW G G G G G G G G G G GAPPROXIMATELOCATION OFGAS SERVICEAPPROXIMATE LOCATIONOF EXISTING 4-BEDROOMSEPTIC SYSTEMFROM TIE-CARD127.9'NHESP PRIORITY HABITAT OF RARE SPECIES BOUNDARYAS OBTAINED FROM MassGISLAND UNDER BODY OF WATERWWW W W W W W W W WAPPROXIMATELOCATION OFWATER SERVICE16.5'102.7'PROPOSEDGARAGESLAB = 50.1505 0 50LOWLOWLOWLOWLOWLOWLOWLOWLOWLIMIT OF WORK2' DIAMETER x 2' DEEPDRY WELL w/ 2' OFSTONE AROUND(TYP. OF 2)EDGE OF CLEARINGMITIGATION AREA #2252 S.F.MITIGATION AREA #1509 S.F.1 6 . 0 '16.0'1 6 . 0 '28.0'3 2 . 0 '44.0'PROPOSEDBREEZEWAY#540DWELLINGFIN. FL. EL. = 51.511.1'1 2 . 7 ' 79 . 4 ' 83 . 1 ' 71 . 7 'NOT TO SCALELOCUS MAP NNA D 8 3 PREPARED FOR:PREPARED BY:DRAWING TITLE:PROJECT:ASSESSORS INFORMATION:SUMMERFIELD PARK800 FALMOUTH ROAD SUITE 301CMASHPEE, MA 02649508.477.7272 PHONE508.477.9072 FAXwww.CapeEng.comSHEET NO.: OFDATE:DRAWN BY:CHECKED BY:11MARSTONS MILLS, MASSACHUSETTSMARSTONS MILLS, MA 02648PO BOX 464GASKILL, STEPAHNIE J TRUSTEEBARLEY NECK TRUSTWNHMDJANUARY 12, 2023PROPOSED GARAGE PLANMAP 124 PARCEL 005DESCRIPTIONDATECHKBY-LOCUSNOTICETHIS PLAN MAY NOT BE ADDED TO, DELETED FROM, OR ALTERED IN ANY WAY BY ANYONE OTHER THAN CAPE &ISLANDS ENGINEERING, INC.UNLESS AND UNTIL SUCH TIME AS AN ORIGINAL (RED) STAMP APPEARS ON THIS PLAN NO PERSON ORPERSONS, MUNICIPAL OR PUBLIC OFFICIAL MAY RELY UPON THE INFORMATION CONTAINED HEREIN; AND THISPLAN REMAINS THE PROPERTY OF CAPE AND ISLANDS ENGINEERING, INC.COPYRIGHT (C) BY CAPE & ISLANDS ENGINEERING, INC. ALL RIGHTS RESERVEDGENERAL NOTESLOCATIONS ARE BASED ON AN "ON THE GROUND" INSTRUMENT SURVEY AND ELEVATIONS BASED ONTHE NAVD 1988 DATUM. COORDINATE SYSTEM USED IS THE MA-MAINLAND COORDINATE SYSTEM,DATUM: NAD 83, UNITS: U.S. SURVEY FEET.DIMENSIONS OF EXISTING BUILDINGS AND BUILDING OFFSETS SHOWN HEREON ARE TO CORNERBOARDS OR SIDING EXTENTS AND ARE DISPLAYED IN ENGINEERING UNITS WITH A PRECISION OF ONETENTH (0.1') OF A FOOT.THE FINISHED FLOOR ELEVATION (FIN. FL. EL.) SHOWN HEREON IS BASED ON AN ASSUMED 1" LOWERTHAN THE SURVEYED THRESHOLD ELEVATION. AN INTERIOR INSPECTION OF BUILDINGS WAS NOTPERFORMED.ZONING DISTRICT: RFPROPERTY IS LOCATED WITHIN AN AREA HAVING A ZONE DESIGNATION OF MINIMAL FLOOD HAZARDZONE X AND ANNUAL CHANGE FLOOD HAZARD ZONE 0.2% BY THE FEDERAL EMERGENCY MANAGEMENTAGENCY (FEMA), ON FLOOD INSURANCE RATE MAP NO. 25001C0542J, WITH A MAP EFFECTIVE DATE OFJULY 16, 2014.THIS LOT IS LOCATED WITHIN A DEP APPROVED ZONE II WELLHEAD PROTECTION AREA.THIS LOT IS MAPPED WITHIN A MESA NATURAL HERITAGE AND ENDANGERED SPECIES AREA.THIS LOT IS LOCATED WITHIN THE WELL PROTECTION, GROUNDWATER PROTECTION, RESOURCEPROTECTION AND SALTWATER ESTUARY PROTECTION ZONES.WIND EXPOSURE CATEGORY: ZONE CDEED REFERENCE: BOOK 30930 PAGE 342OWNER: BARLEY NECK TRUSTGASKILL, STEPAHNIE J TRUSTEEPO BOX 464MARSTONS MILLS, MA 02648540 OLD FALMOUTH ROADOLDFALMOUTH_540_GASKILL_SP0SCALE:1020401" = 20'* §240-35 G.(3) Lot coverage. Unless the applicant demonstrates that all runoff is recharged on site, no more than15% or 2,500 square feet, whichever is greater, of the total area of any lot shall be rendered impervious by theinstallation of buildings, structures and paved surfaces. If all recharge is disposed on on site, no more than 50% ofthe total upland area of any lot shall be made impervious by the installation of buildings, structures, and pavedsurfaces. For the purposes of this section, a temporary (i.e., not more than 182 days) air-supported or removablebubble/dome over a sports and recreation facility’s outdoor use (e.g., outdoor field, track, court, and swimming pool)shall not be considered a building or structure.CONSERVATION NOTESPRIOR TO WORK DEPICTED ON THIS PLAN COMMENCING, THE DEP FILE NUMBER SHALL BE POSTEDON A SIGN ON THE STREET SIDE OF THE LOT AND MAINTAINED IN A VISIBLE CONDITION THROUGHOUTTHE PROJECT DURATION.THE LIMIT OF WORK WILL BE INSTALLED IN ORDER TO PREVENT DAMAGE TO THE INTERESTS OF THEACT AND BYLAW. THE LIMIT OF WORK WILL CONSIST OF A ROW OF STAKED SEDIMENT STOP ORCOMPOST ROLL WITH SILT FENCE BACKING. THE SEDIMENT STOP ROLL WILL BE REPLACED ASNECESSARY TO BE MAINTAINED IN GOOD CONDITION THROUGHOUT THE ENTIRE CONSTRUCTIONPERIOD. NO FILL WILL BE ALLOWED TO BE PLACED AGAINST THE LIMIT OF WORK AT ANY TIME. UPONCOMPLETION OF ALL CONSTRUCTION AND STABILIZATION OF THE SITE, SEDIMENT STOP ROLL WILLBE REMOVED AND PROPERLY DISPOSED OF.PRIOR TO ANY WORK COMMENCING, ADVANCE WRITTEN NOTIFICATION WILL BE PROVIDED TO THELOCAL CONSERVATION COMMISSION.NO DEBRIS, EQUIPMENT OR MATERIALS WILL BE STORED, EVEN TEMPORARILY, OUTSIDE THEDESIGNATED LIMIT OF WORK AREA WITH THE EXCEPTION OF EQUIPMENT AND MATERIALS RELATEDTO THE PLANTINGS FOR THE REQUIRED MITIGATION.THE CONSTRUCTION SITE WILL BE CLEANED DAILY TO REMOVE ANY LOOSE DEBRIS.ALL DISTURBED AREAS WITHIN THE LIMIT OF WORK REQUIRING RESTORATION WILL BE STABILIZED TOPREVENT EROSION. STABILIZATION WILL BE DONE IMMEDIATELY FOLLOWING COMPLETION OFCONSTRUCTION.WORK AREA LIES COMPLETELY WITHIN PREVIOUSLY DISTURBED BUFFER ZONE AREAS.MITIGATION PLANTING NOTESMITIGATION CALCULATIONS (ALSO REFER TO PROJECT STATISTICS):PER SECTION 704-3Dc - "IN NO CASE SHALL THE TOTAL AREA OF MITIGATION PLANTINGSREQUIRED BE GREATER THAN THAT WHICH IS NECESSARY TO RESTORE A 50 FT. UNDISTURBEDBUFFER IN ITS ENTIRETY"EXISTING DISTURBED 50FT BUFFER = 761 S.F.MITIGATION PROPOSED = 761 S.F.PROPOSED MITIGATION PLANTINGS TO BE 2 GALLON CONTAINERS OR LARGER, STAGGERED IN FORMATION ANDPLANTED 3 FEET ON CENTER OR AS NECESSARY TO ADEQUATELY RE-VEGETATE AREA.PROPOSED PLANTINGS INCLUDE:BAYBERRY (MYRICA PENSYLVANICA), 3&5 GALLON SIZE ARROWWOOD (VIBURNUM DENTATUM) 3 GALLON SIZEWILD RAISIN (VIBURNUM NUDUM CASSINOIDES), 3 GALLON SIZESWEET PEPPERBUSH (CLETHRA ALNIFOLIA),2 GALLON SIZEINKBERRY (ILEX GLABRA COMPACTA), 5 GALLON SIZEALTERNATE ACCEPTABLE NATIVE SHRUBS:BLACK CHOKEBERRY (ARONIA MELANOCARPA) & WINTERBERRY (ILEX VERTICILLATA)APPLICANT OR APPLICANT'S REPRESENTATIVE SHALL HAVE AN ONSITE MEETING WITH CONSERVATION AGENTPRIOR TO INSTALLING PLANTS TO REVIEW LOCATION OF SPECIFIC PLANT SPECIES. ANY CHANGES IN PLANTSPECIES TO BE APPROVED BY CONSERVATION AGENT PRIOR TO INSTALLATION.PLANTINGS SHALL BE MAINTAINED IN GOOD HEALTH AND SHALL BE REPLACED IN KIND AS NECESSARY TOPROPERLY ESTABLISH VEGETATION.PLANTS TO BE MAINTAINED IN GOOD HEALTH AND REPLACED AS NEEDED FOR 3 GROWING SEASONS.PLANTINGS SHALL BE INSTALLED PRIOR TO COMPLETION OF CONSTRUCTION ACTIVITIES. OWNER SHALL NOTIFYCONSERVATION AGENT FOR FINAL INSPECTION WITHIN 30 DAYS AFTER ALL PLANTINGS HAVE BEEN INSTALLED.PROJECT STATISTICS1.EXISTING SETBACK DECK TO INLAND BANK:49 FEET2.EXISTING SETBACK FOUNDATION WALL TO INLAND BANK:65 FEET3.EXISTING IMPERVIOUS AREA WITHIN 50' BUFFER ZONE: 30 S.F.4.EXISTING IMPERVIOUS AREA WITHIN 50' TO 100' BUFFER ZONE: 1,751 S.F.5.PROPOSED SETBACK FROM ADDITION TO INLAND BANK:71 FEET6.PROPOSED IMPERVIOUS AREA WITHIN 50' BUFFER ZONE: 30 S.F.7.PROPOSED IMPERVIOUS AREA WITHIN 50' TO 100' BUFFER ZONE: 2,639 S.F.RNDS PRO FLOW-WELLPLAN VIEW2'6'2'4" PVC INLET3/4"-1-1/2" DOUBLEWASHED STONEROOF LEADEROVERFLOW PIPEFINISH GRADE, VARIESSPLASH PLATE8" MIN. LOAM COVERPIPE, S= 1.0%4" HDPE DRAIN2'2' INLETSECTION VIEWDRY WELL DETAIL-NOT TO SCALE-DRY WELL NOTESA SYSTEM OF GUTTERS,DOWNSPOUTS AND DRY WELLS SHALLBE USED TO RECHARGESTORMWATER RUNOFF. PICTURES OFDRY WELL SHOULD BE TAKEN DURINGINSTALLATION AND SUPPLIED TOCONSERVATION COMMISSION AS PARTOF THE CERTIFICATE OF COMPLIANCEREQUEST.6" MINIMUMBEDDING STONEOHWHYDRANTWATER SHUTOFFCATCH BASIN SQUAREUTILITY POLEGUY POLEGUY WIRELIGHT POLESIGNCONIFEROUS TREEDECIDUOUS TREETREE LINEOVERHEAD WIRESRETAINING WALLxxxPOST & RAIL FENCExxxxxxSTOCKADE FENCESSSSEPTIC LINEWWWATER LINELEGENDIRON PIPE FOUNDCONCRETE BOUNDIPCBTREE STUMPSTONE BOUNDSBRCROD CAPSHRUBCONIFEROUS SHRUBAREA OF STRUCTURESTAKE & TACK FOUNDBOTTOM OF WALLBWTOP OF WALLTWE/T/CGAS LINEGGUTILITY LINELOWLIMIT OF WORK/CONSTRUCTION100' BUFFER100' BUFFER ZONE50' BUFFER50' BUFFER ZONEIBTOP OF INLAND BANKFZFLOOD ZONE BOUNDARYDDDSTORM DRAIN PIPE