HomeMy WebLinkAboutSEAVIEW_265_COXALL_PROPOSED SITE PLAN (STAMPED) 2025-05-27EELEV=17.39CBBENCHMARKCBDISKFOUNDUPUPUPCBDHFOUNDIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIISEA VIEW AVENUE(40' WIDE - PUBLIC)OHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWEDGE OF PAVEMENTEDGE OF PAVEMENT1616
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ELEC.METERPORCHESPLANTSPLANTSPLANTSCANOERACKBENCHESCOASTALBEACHEDGE OF WATERNANTUCKET SOUND(TIDAL)RIP RAPRIP RAPSTONEGROINSTONEGROINLAWNLAWNPOST & RAIL FENCESTOCKADE FENCEBIN W W WPOST & RAIL FENCEHEDGESAPPROXIMATE LOCATIONOF 7 B.R. H-10 SEPTIC SYSTEMFROM TIE-CARD TO BE PRESERVEDVENT#265DWELLINGFIN. FL. EL. = 20.8'S 64° 14' 13" W225.22'N 23° 59' 37" W 113.67'
S 25° 24' 27" E125.31'66'±
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PARCEL138-019PARCEL138-021FZFZFZFZFZFZFZFZFZFZFZFZFZFZFZFZFZFZFZFZFZFZFZFEMA ZONE VE(EL.16')FEMA ZONE X(0.2%)CBCBCBCBCBCBCBCBCB50' BUFFER50' BUFFER50'
BUFFER50' BUFFER50' BUFFER50' BUFFER50' BUFFER50' BUFFER100' BUFFER100' BUFFER100' BUFFER100' BUFFER100' BUFFER100' BUFFER100' BUFFER100' BUFFERTOP OF COASTAL BANK50' BUFFER FROM TOPOF COASTAL BANKMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWM.H.W. = 1.1'20FLOOD
EBB
HEDGES
HEDGESVEGETATEDVEGETATEDWOODLANDINGSTATE & TOWN DEFINITIONPROPOSEDGARAGESLAB EL. = 18.16EXISTINGDWELLING TO BELIFTED ONTONEWFOUNDATIONFFE 21.16PROPOSEDADDITIONPROPOSEDPOOL HOUSECRAWL SPACEWITH ADUFFE 18.42PROPOSEDPOOLSPAPATIOELEV.18.0616.1'23.6'PROPOSEDPORCHELEV. 20.75PROPOSEDWALKWAYPROPOSED STONEDRIVEWAY29'30'COVEREDPORCHSSSSSS114.6'ACACAC ACSPORTION OFDECK & PORCHTO BE REMOVEDPROPOSED INVASIVEMANAGEMENT AND NATIVEVEGETATION 3,525 S.F.SEE RESTORATION PLANGEN11.8'10.7'LOT B36,585 S.F.±TO M.H.W.18.3'13.0'21.7'
30.8'PROPOSEDENTRYEXISTING 2000 GALLON SEPTICSYSTEM TO REMAININVERT IN ELEV. 13.32 TO BECONFIRMED PROR TOCONSTRUCTIONPROPOSED SILT FENCEWITH STRAW BALESWORK LIMITEXISTING DECKTO BE REMOVEDPROPOSED1,500 GALLONSEPTIC TANK16.8'
16 16X17.9X17.9X18.1X18.1DDDDDDDDDDDRYWELL (TYP)DRYWELL (TYP)LOWLOWLOWLOWLOWLO
WCLEANOUTTYP.15.
5
'15.2'29.9'LIMIT OF WORKAROUND EXISTINGLEACH FIELDLOWLOW
FEMA ZONE VE(EL.16')FEMA ZONE X(MIN FLOOD HAZARD)FEMA ZONE X(MIN FLOOD HAZARD)FEMA ZONE X(0.2%)G G
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WWPROPOSEDWATER LINEPROPOSED INVASIVEMANAGEMENT AND NATIVEVEGETATION 595 S.F.SEE RESTORATION PLANEXISTING LAWN TO BE CONVERTEDTO NATIVE VEGETATION 2,500 S.F.SEE RESTORATION PLANBULKHEADSTONELANDING20.2'BALCONY92'±PORTION OFDECK & PORCHTO BE REMOVEDMITIGATION DEMARCATION 24"4"X4"POSTS WITH 12" EXPOSED TO BEINSTALLED AT LEAST EVERY 15' ORAPPROVED ALTERNATIVECONSERVATION 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.OHWHYDRANTWATER SHUTOFFCATCH BASIN SQUAREUTILITY POLEGUY POLEGUY WIRELIGHT POLESIGNCONIFEROUS TREEDECIDUOUS TREETREE LINEOVERHEAD WIRESRETAINING WALLxxxPOST & RAIL FENCExxxxxxSTOCKADE FENCESSSEPTIC LINEWWWATER LINELEGENDIRON PIPE FOUNDCONCRETE BOUNDIPCBTREE STUMPSTONE BOUNDSBRCROD CAPSHRUBCONIFEROUS SHRUBAREA OF STRUCTURE INCLUDED INEXISTING LOT COVERAGESTAKE & TACK FOUNDRNDS 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.BOTTOM OF WALLBWTOP OF WALLTWGAS LINEGGUTILITY LINELIMIT OF WORK/CONSTRUCTIONARESOURCE BUFFER ZONE ABRESOURCE BUFFER ZONE BCBTOP OF COASTAL BANKFZFLOOD ZONE BOUNDARYDDSTORM DRAIN PIPE6" MINIMUMBEDDING STONEPREPARED 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:11BARNSTABLE, MASSACHUSETTSNEWTON, MA 024651081 WASHINGTON STREETHAROLD COXALLJGP/CTRCTR/JJFMAY 27, 2025PROPOSED SITE PLANMAP 138-020DESCRIPTIONDATECHKBY-NOTICETHIS 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 RESERVED265 SEA VIEW AVENUESEAVIEW_265_COXALL_SPPROJECT STATISTICS1. DISTURBANCE WITHIN LAND SUBJECT TO COASTAL STORM FLOWAGE:(BANK RESTORATION & MITIGATION AREA) 3,040 S.F.2. EXISTING DISTANCE FROM STRCTURE TO COASTAL BANK:29 FEET3.PROPOSED DISTANCE FROM STRUCTURE TO COASTAL BANK:30 FEET4.PROPOSED DISTANCE FROM SEPTIC TANK TO COASTAL BANK: 92 FEETMITIGATION PLANTINGS CALCULATION0'- 50' BUFFEREXISTING PROPOSED NET CHANGETOTAL DEVELOPMENT AREAS1023 S.F.± 689 S.F.± -334 S.F.±50' - 100' BUFFEREXISTING PROPOSED NET CHANGETOTAL DEVELOPMENT AREAS3041 S.F.± 5690 S.F.± 2,649 S.F.±MITIGATION @ 4:1 RATIO IN 0 - 50' BUFFER & 3:1 RATIO IN 50' - 100' BUFFER:CH. 704-4 REGULATION GOVERNING ACTIVITY IN THE 100' BUFFER6,611 S.F.±PROPOSED MITIGATION & RESTORATION PLANTINGS AREA6620S.F.±NOT TO SCALELOCUS MAP NNNAD 83 LOCUS0SCALE:10 20401"=20'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: RF-1PROPERTY IS LOCATED WITHIN AN AREA HAVING A ZONE DESIGNATION OF VE (ELEV 16), ANNUALCHANCE FLOOD ZONE 0.2% BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), ON FLOODINSURANCE RATE MAP NO. 25001C0757J, 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 MAPPED WITHIN A MESA NATURAL HERITAGE AND ENDANGERED SPECIES AREA.THIS LOT FALLS WITHIN THE RESOURCE PROTECTION OVERLAY DISTRICT (R.P.O.D.).THIS LOT IS LOCATED IN THE WIANNO HISTORIC DISTRICT, A NATIONAL REGISTER HISTORIC DISTRICTWIND EXPOSURE CATEGORY: ZONE CLOT AREA = 36,585 S.F.DEED REFERENCE: CERTIFICATE 238241PLAN REFERENCE: LC PLAN 9965-AOWNER: HAROLD C. COXALL JR TRUSTHAROLD C COXALL, JR, TRUSTEE434 NE 7TH STREETBOCA RATON, FL 33432EXISTING 2,000 GALLON SEPTIC TO REMAINTANK TO BE INSPECTED AND CONFIRMEDTO BE GOOD CONDITION PRIOR TOCONSTRUCTIONSCHEDULE OF ELEVATIONS1 FIRST FLOOR =2 TOP OF FOUNDATION =3 PIPE INV. AT FOUNDATION =4 INV. OF PIPE AT SEPTIC TANK INLET =5 INV. OF PIPE AT SEPTIC TANK OUTLET =6 INV. OF PIPE AT D-BOX INLET =7 INV. OF PIPE AT D-BOX INLET =8INV. OF PIPE AT LEACHING FIELD INLET =9 BOTTOM OF LEACHING FIELD =10 TOP OF STONE11 FINISHED GRADE OVER LEACHING FACILITY =12 FINISHED GRADE OVER D-BOX =13 FINISHED GRADE OVER SEPTIC TANK =14 FINISHED GRADE AT FOUNDATION =15 BOTTOM OF SEPTIC TANK =SEWAGE SYSTEM PROFILE & DETAILSNOT TO SCALENOTES:1. EXISTING CHAMBER SYSTEM AND STONE ELEVATION TO BE CONFIRMED PRIORTO CONSTRUCTION.2. FURNISH RISERS TO SET COVERS WITHIN 6 INCHES OF FINISH GRADE.3. H-20 CHAMBER AND SCHEDULE 40 PVC PIPE.4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A TRENCH PERMITFROM THE LOCAL MUNICIPALITY IN WHICH THE WORK IS BEING PERFORMED.DWELLING13.07* EXISTING513.32* EXISTING416.3±1316-187--221.16 HOUSE PROPOSED1NOTES:1. FURNISH RISERS TO SET COVERS WITHIN 6 INCHES OF FINISH GRADE.2. EXISTING LEACH PITS TO BE REMOVED PER 310 CMR 15315.00* MIN. CABANAPROPOSED 4" PVC OUTLET "T" AND SEWER PIPE.CONTRACTOR SHALL CONFIRM EXISTING INVERTELEVATION PRIOR TO INSTALLATION OF SYSTEMSCH. 40 PVC TEES10"
14"S=0.01 L=5'* SEPTIC INVERT TO BE CONFIRMEDPRIOR TO CONSTRUCTIONPROPOSED 1,500 GALLON SEPTICSCH. 40 PVC TEES10"GAS BAFFLE12.75614.00* MIN. HOUSE6" MIN. COMPACTED STABLECRUSHED STONE BASEPROPOSED 4" PVCCLEANOUT BURIED 4" BELOWGRADE WITH SCREW IN CAPS=0.02L=75' TO CABANAL=25' TO HOUSEDESIGN DATA1. TYPE OF ESTABLISHMENT: SINGLE FAMILY RESIDENCES (6 - BEDROOMS TOTAL) WITH 1 BEDROOMADU / POOL CABANA; 7 BEDROOMS TOTAL2.SEWAGE SYSTEM DESIGN FLOW: 110 GALLONS PER BEDROOM = 110 x 7 = 70 GPD3. WILL THERE BE A GARBAGE GRINDER: NO4. SEPTIC TANK CAPACITY REQUIRED, WITH ADU 2 TANKS REQUIRED, 200% OF DESIGN FLOW OR 1,500GAL. AND 100% OF DESIGN FLOW IN SERIESFIRST TANK = 200% x 770 GALLON = 1,540 GALLONS (USE 2,000 GALLON)SECOND TANK = 100% x 700 GALLONS = 770 GALLONS (USE EXISTING 2,000 GALLON TANK)NOTE: THE PROPOSED SEPTIC SYSTEM IS NOT DESIGNED FOR A GARBAGE GRINDER.SEPTIC SYSTEM NOTES1. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE STATEENVIRONMENTAL CODE, TITLE 5 (310 CMR 15.00), AND THE LOCAL BOARD OFHEALTH.2. THERE SHALL BE NO CHANGES MADE IN THIS PLAN WITHOUT THE WRITTENPERMISSION OF THE ENGINEER AND LOCAL BOARD OF HEALTH.3. ALL ERRORS, OMISSIONS, AND CHANGE OF CONDITIONS AT THE SITE SHALL BEBROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PERFORMING THERELATED WORK.4. ALL DISTURBED AREAS ARE TO BE LOAMED, SEEDED AND MAINTAINED TOPREVENT EROSION.5. FOR PROPER PERFORMANCE, SEPTIC TANK SHOULD BE INSPECTED AT LEASTONCE A YEAR AND WHEN THE TOTAL DEPTH OF SCUM AND SOLIDS EXCEEDS1/3 THE LIQUID DEPTH OF THE TANK, THE TANK SHOULD BE PUMPED.6. THIS SYSTEM HAS BEEN DESIGNED FROM DATA REVIEWED ANDACKNOWLEDGED BY THE MASS. D.E.P. AND THE LOCAL BOARD OF HEALTH;AND CONFORMS WITH THE REQUIREMENTS OF THE STATE ENVIRONMENTALCODE, TITLE 5. NO GUARANTEE OF PERFORMANCE IS EXPRESSED OR IMPLIED.7. THE DESIGNER HAS NOT BEEN RETAINED BY THE CLIENT TO CONSTRUCT ORSUPERVISE THE CONSTRUCTION OF THE SYSTEM. THE CONTRACTOR ISRESPONSIBLE FOR MAKING ARRANGEMENTS FOR INSPECTION OFINSTALLATION OF THE SYSTEM WITH THE LOCAL BOARD OF HEALTH.8. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL HORIZONTAL ANDVERTICAL CONTROL OF ALL SYSTEM COMPONENTS.9. TIGHT JOINT PIPING MATERIAL TO CONSIST OF POLYVINYL CHLORIDE (P.V.C.)SCHEDULE 40, UNLESS OTHERWISE NOTED.10. THE CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER FOR CONSTRUCTIONINSPECTION AFTER EXCAVATION FOR THE PLACEMENT OF PIPE & TANKSPRIOR TO BACKFILLING.11. DESIGN ENGINEER SHALL CERTIFY CONSTRUCTION OF SYSTEM ANDMATERIALS INSTALLED. THE CONTRACTOR SHALL PROVIDE A SIEVE ANALYSISOF THE FILL MATERIAL REQUIRED. AN AS-BUILT PLAN SHALL BE SUBMITTED TOTHE LOCAL BOARD OF HEALTH UPON COMPLETION.12. NO RUBBER TIRE CONSTRUCTION MACHINERY SHALL DRIVE OVER THEPROPOSED SEPTIC BED EXCAVATION DURING CONSTRUCTION.13. DIG-SAFE AND ALL OTHER NECESSARY AUTHORITIES SHALL BE NOTIFIED FORTHE PROPER LOCATION OF EXISTING UTILITIES PRIOR TO ANY EXCAVATION.14. WATER SERVICE LINE SHALL BE LOCATED AND MARKED PRIOR TO ANYEXCAVATING AND 10' MIN. SETBACK DISTANCE FROM SAID SERVICE TO THESEPTIC SYSTEM SHALL BE MAINTAINED.15. ALL WATER LINES WITHIN 10' OF SEPTIC SYSTEM COMPONENTS SHALL BESLEEVED WITHIN 4" PVC SCHEDULE 40 PIPE.VARIANCE REQUESTS1. DISTANCE FROM SEPTIC TANK TO TOP OF COASTAL BANKTOWN REQUIRED 100'PROPOSED 92'VARIANCE 8'14.4* EXISTING7* SEPTIC INVERT TO BECONFIRMED PRIOR TOCONSTRUCTION12.50713.67 CABANA1618.42 CABANA PROPOSED(FOR PERMITTING ONLY NOT FOR CONSTRUCTION)CONNECT TO EXISTINGD-BOX & LEACH FIELD PERTOW OF BARNSTABLESEPTIC PERMIT # 2007-5092025-05-272025-05-27