HomeMy WebLinkAboutSOUTHMAIN_686_CJRILEY_SITE PLAN FOR PROPOSED IMPROVEMENTS (STAMPED) 2025-11-14#686DWELLINGF.F. EL. = 19.7W-1W-2W-3W-4W-5W-6W-7W-8W-9W-10W-11W-12W-13W-14W-15W-16W-17W-18W-196"UP2X12"4"3X10"10"4"4"4"8"8"7"4"4"6"FLAGPOLE8"4"4"10"6"2X12"10"8"8"5x6"4X8"17.813.86"12"6"12"8"10"6"10"12.814"7"12"12"12"6"10"8"8"8"10"16"2X8"10"6" HOLLY15"2X6"2X6"6"17.718.918.62X6"6"WLAMPPOST20"20"DRIVEWAYEASEMENTLOT 1PROPOSED2 BEDROOMDWELLINGFF = 19.850' BUFFER
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K PLANTSHVACHVACRINSESTATIONAPPROXIMATE LOCATIONOF SEPTIC SYSTEMFROM TIE-CARDH-10 1,500 GALLON SEPTIC TANK, H-10 D-BOX ANDPLASTIC CULTEC CHAMBERS TO BE PROTECTEDDURING CONSTRUCTION AND RECONNECTED TOTHE PROPOSED NEW DWELLINGFZ
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CBCBCBCBCBCBCBCBCBCBCBCB STATE DEFINED COASTAL BANK ONLYTOP OF STATEDEFINEDCOASTAL BANKLOT 263,293 S.F. TOTAL(37,143 S.F. UPLAND)GRAVELPATH30.0'30
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37'PROPOSEDLIMIT OF WORKPROPOSEDLIMIT OF WORKDDRYWELL (TYP)D130'117'37'LOW
LOWLOWLOWWETLAND FLAGS PERAPPROVED PLANSE3-5475GGGGGEEEEEEWWWEXISTING HOUSE TO BERAZED & REPLACED INSAME GENERAL LOCATIONPROPOSED UTILITY LOCATIONS TOBE CONFIRMED BY CONTRACTORPRIOR TO CONSTRUCTIONEXISTING WATERMETER PIT TO BEREMOVED50.0'100.0'50.0'100.0'PROPOSED 4"Ø PIPEPITCHED 2% MIN.PROPOSED WORK LIMIT TOPROTECT EXISTING SEPTIC ANDNATIVE VEGETATIONBENCHMARK TOBE SET PRIOR TOCONSTRUCTION#686DWELLINGF.F. EL. = 19.7NOT TO SCALELOCUS MAP NNNAD 83
PREPARED FOR:PREPARED BY:DRAWING TITLE:PROJECT:ASSESSORS INFORMATION:508.477.7272 PHONE508.477.9072 FAXwww.CapeEng.comSHEET NO.: OFDATE:DRAWN BY:CHECKED BY:11BARNSTABLE, MASSACHUSETTSOSTERVILLE, MA 02655749 MAIN STREET, UNIT DCJ RILEY BUILDER, INC.JGPJJFNOVEMBER 12, 2025SITE PLAN FOR PROPOSED IMPROVEMENTSMAP 186-037-001DESCRIPTIONDATECHKBY-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 RESERVED686 SOUTH MAIN STREETSOUTHMAIN_686_CJRILEY_SP0SCALE:15 30601" = 30'GENERAL 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. LOT COVERAGE IS CALCULATED TO CORNER BOARDS.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: RD-1PROPERTY IS LOCATED WITHIN AN AREA HAVING A ZONE DESIGNATION OF AE (ELEV. 12) & MINIMALFLOOD HAZARD ZONE X BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), ON FLOODINSURANCE RATE MAP NO. 25001C0563J, WITH A MAP EFFECTIVE DATE OF JULY 16, 2014.THIS LOT IS NOT LOCATED WITHIN A DEP APPROVED ZONE II WELLHEAD PROTECTION AREA.THIS LOT IS NOT LOCATED WITHIN THE WELLHEAD PROTECTION DISTRICT.THIS LOT IS NOT MAPPED WITHIN A MESA NATURAL HERITAGE AND ENDANGERED SPECIES AREA.WIND EXPOSURE CATEGORY: ZONE BTHIS LOT FALLS WITHIN THE RESOURCE PROTECTION OVERLAY DISTRICT (R.P.O.D.)THIS LOT FALLS WITHIN THE SALTWATER ESTUARY PROTECTION DISTRICT.LOT COVERAGE:LOT AREA = 63,293 S.F.UPLAND AREA = 37,143 S.F.EXISTING LOT COVERAGE BY STRUCTURES:HOUSE AND GARAGE= 1,101 S.F. (3.0% UPLAND)PROPOSED LOT COVERAGE BY STRUCTURES:HOUSE, GARAGE & ADDITIONS = 1,307 S.F. (3.5% UPLAND)PROPOSED FLOOR AREA RATIO PER ARCHITECTURAL PLANS.A COMPREHENSIVE ZONING ANALYSIS HAS NOT BEEN PERFORMED BEYOND THE ITEMS LISTED ABOVE.SEE ARCHITECTURAL PLANS FOR FLOOR AREA RATIO.DEED REFERENCE: CERTIFICATE 221281PLAN REFERENCE: LC PLAN 12870-BOWNER: KATHERINE A. SHARRY42 ASNEBUMSKIT ROADPAXTON, MA 01612OHWHYDRANTWATER SHUTOFFCATCH BASIN SQUAREUTILITY POLEGUY POLEGUY WIRELIGHT POLESIGNCONIFEROUS TREEDECIDUOUS TREETREE LINEOVERHEAD WIRESSTONE WALLPOST & RAIL FENCESTOCKADE FENCExxxPICKET ROWxxxxCHAIN LINK FENCELEGENDIRON PIPE FOUNDCONCRETE BOUNDIPCBTREE STUMPSTONE BOUNDSBRCROD CAPSHRUBCONIFEROUS SHRUBAREA OF STRUCTURE INCLUDED INEXISTING LOT COVERAGERNDS 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 STONECONSERVATION NOTESPRIOR TO ANY WORK COMMENCING, THE DEP FILE NUMBER SHALL BE POSTED ON ASIGN ON THE STREET SIDE OF THE LOT AND MAINTAINED IN A VISIBLE CONDITIONTHROUGHOUT THE PROJECT.THE LIMIT OF WORK WILL BE INSTALLED PRIOR TO ANY WORK, EXCAVATION,CONSTRUCTION OR CLEARING OF VEGETATION, IN ORDER TO PREVENT DAMAGE TOTHE INTERESTS OF THE ACT AND BYLAW. THE LIMIT OF WORK WILL CONSIST OF AROW OF STAKED SEDIMENT STOP OR COMPOST ROLL WITH SILT FENCE BACKING. THESEDIMENT STOP ROLL WILL BE REPLACED AS NECESSARY TO BE MAINTAINED IN GOODCONDITION THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD. NO FILL WILL BEALLOWED TO BE PLACED AGAINST THE LIMIT OF WORK AT ANY TIME. UPONCOMPLETION OF ALL CONSTRUCTION AND STABILIZATION OF THE SITE, SEDIMENTSTOP ROLL WILL BE REMOVED AND PROPERLY DISPOSED OF.PRIOR TO ANY WORK COMMENCING, ADVANCE WRITTEN NOTIFICATION WILL BEPROVIDED TO THE LOCAL CONSERVATION COMMISSION.NO DEBRIS, EQUIPMENT OR MATERIALS WILL BE STORED, EVEN TEMPORARILY,OUTSIDE THE DESIGNATED LIMIT OF WORK AREA WITH THE EXCEPTION OF EQUIPMENTAND MATERIALS RELATED TO 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 BESTABILIZED TO PREVENT EROSION. STABILIZATION WILL BE DONE IMMEDIATELYFOLLOWING COMPLETION OF CONSTRUCTION.WORK AREA LIES COMPLETELY WITHIN PREVIOUSLY DISTURBED BUFFER ZONE AREAS.ANY NEW LAWN AREAS WITHIN LOCAL CONSERVATION JURISDICTION SHALL BEPLANTED WITH GRASS SPECIES CONSISTING OF FESCUE AND RYES WITH BLUEGRASSVARIETIES COMPRISING NO MORE THAN 10% OF THE SEED MIX.IF APPLICABLE, FERTILIZER APPLICATION AND LAWN MAINTENANCE TO BE PERFORMEDIN ACCORDANCE WITH LOCAL REGULATION NITROGEN LOADING/LAWN STANDARDS.PROJECT STATISTICS1. PROPOSED DISTURBANCE WITHIN LSCSF900 S.F.EXISTING DWELLINGPLAN VIEWSCALE 1" = 20'EXISTING 2 BEDROOMDWELLING TO BEDEMOLISHEDEXISTING 1,500 GALLON SEPTICTANK TO REMAINEXISTING SYSTEM PER SEPTICHEALTH PERMIT 96-16815.5*2GAS BAFFLE14"
10"SCHD. 40 PVC TEESS = 0.02 MIN. L = 15'PROPOSEDDWELLING19.8*1* EXISTING BUILDING SEWER NOTES1 - BUILDING SEWER PIPE INVERT ELEVATION TO BE CONFIRMED PRIOR TO CONSTRUCTION.2 - CONTRACTOR SHALL INTERCEPT EXISTING 1,500 GALLON SEPTIC TANK AND INSTALL 4" PVC "T"s IN CONFORMANCE WITH TITLE 5.SCHEDULE OF ELEVATIONS1 PROPOSED FIRST FLOOR =2 PROPOSED INVERT =3 EXISTING SEPTIC TANK INLET INVERT =4 EXISTING TOP OF SEPTIC TANK =5FINISH GRADE OVER SEPTIC TANK =6 FINISH GRADE AT FOUNDATION =14.92*318.0518.65B.O.H. SALTWATER ESTUARY REGULATION1. LOCAL REGULATION: § 360-45 B. (1) (b) MAXIMUM ALLOWABLE DISCHARGE OF SANITARY SEWAGEMAXIMUM WASTEWATER DISCHARGE ALLOWED = 440 GALLONS PER DAY (GPD) PER 40,000 S.F.OR WHATEVER IS CURRENTLY PERMITTED.2. MAXIMUM ALLOWED = 63,293 S.F. x (440 GPD / 40,000 S.F.) = 696 GPDOR EXISTING WASTEWATER DESIGN FLOW = 220 GPD16.004** PROPOSED SEWER INVERT TO BECONFIRMED PRIOR TO CONSTRUCTION.* EXISTING SEPTIC INVERTTO BE CONFIRMED PRIORTO CONSTRUCTIONDEPTH OF SEPTIC TANKPER SEPTIC INSPECTION.NO PLANS ON FILE2025-11-142025-11-14