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PPWVPPPBEMOSWPPXXXXXXXG G G G G G G G G G EEGGXXXTTTTTTTTGGGGGGGGGGTTG G G XTHRESHOLDEL.=41.5RIDGEEL.=61.8T.O.F.EL.=40.8RIDGEEL.=64.2THRESHOLDEL.=41.6THRESHOLDEL.=41.5RIDGEEL.=61.4OHWOHWOHWOHWOHWOHWS14° 32' 59"E123.70'S17° 16' 52"E60.25'S14° 06' 43"E24.00'S07° 11' 20"E27.00'S07° 30' 10"E40.75'S09° 55' 36"E37.60'N03° 28' 54"W82.80'L=57.20'R=318.20'PREVIOUSPAVERSDRIVECONC. PADW/GENERATORBENCHMARK-ROD CAPSET IN PAVERSELEV.=36.75 NAVD88S78° 11' 41"W28.72'N13° 27' 57"W223.68'COBBLESTONEAPRON (TYP.)WOODSTEPWOODSTEPWOOD STEP3938373635 343332 3130 292827 26 25 2423 E E EEEEEEG G G G G G G G G G G G G G G G G G G G G G GWWWWWWWWWWWW 23.621.439.840.740.340.839.640.040.239.438.940.840.740.540.141.3APPROX. LOC. SEWAGEDISPOSAL SYSTEM (SEE NOTE 6)66.4'±10.8'±10.8'±XXXXXX#302 STORYDWELLINGXXXM A I N S T R E E T - R T E 6A(STATE H IGHWAY - 1896 SHLO No .159)EDGE OF LAWN (TYP .)PEA STONE DRIVE GMWOODDECKWOODDECKFLAGSTONEBRICK WALK (TYP.)LAWNGRASS/GRAVEL ISLANDVGCBCB BCBDECKLAWNLAWNLAWNBIT. CONC.WALKLACONC. APRONLALALALA PORCHLALAMATCHLINELAWNASSESSOR MAP 112PARCEL 29JENNIFER N. G. HICKS IRREVOCABLE TRUST33628 / 55ASSESSOR MAP 121PARCEL 1MARK R. & JOYCE M. MASONCTF.#222116AREA197,204± S.F.(2.23± AC.)TO MHW50' BUFFER FROM WETLANDGGREGISTERED L.C.C. 13094-AUN-REGISTERED PARCELLANDSCAPE STN. WALLL I N E O F B O U L D E R S4039 40 41 40 3839 39.739.3GARAGE39.339.5ARBORN02° 44' 33"W74.66'N06° 33' 33"W19.75'S88° 29' 18"W59.26'BENCHMARK-MHBCENTER BACKELEV.=39.90 NAVD88OHWOHWSHEDS T O N E W A L LS T O N E W A L LS T O N E W A L LN06° 04' 45"W33.70'TP-3TP-4TP-1TP-2EDGE OFFLAGGEDWETLAND2322 21W-1W-2W-3W-4W-5W-6W-716.0'±S11° 47' 55"E37.30'S77° 00' 34"W44.31'T.O.F.EL.=41.0THRESHOLDEL.=41.22nd STORY DECKPBOSWSSSOSWX X X XXX X XXXXXXXXVVVVVVVVVVVVVVVVVS12° 32' 21"E69.25'S08° 45' 00"E32.50'S23° 22' 43"E14.00'S03° 06' 07"E30.65'S12° 01' 48"E126.50'S13° 36' 07"E39.60'S12° 32' 11"E87.00'S06° 30' 58"EN04° 03' 32"W80.70'N03° 35' 05"W118.70'PROPANETANKSCOMPOSTAREA242525 242 5 262627 2829 252422212019181716151413111 0 9 8 7 6 5 4 3 G G G G G G G G G G G25.626.323.623.620.48.18.524.425.7STONESTEPS80'± TO MHW33'±157.58' (Tie)N42° 39' 01"EM I L L P O N D ( T I D A L )BUILD ING POOLHSE.POOLWOODDECKPOOLEQUIP .GMPOOLHSE.LAWNSLATE PAT IO TURFMATCHLINEMHW E L . = 4 . 2 AREA197,204± S.F.(2.23± AC.)TO MHWTO P O F CO A S T A L B A N K xxTHRESHOLDEL.=26 .7RIDGEEL.=40 .1xxRIDGEEL.=39 .1THRESHOLDEL.=26 .7xxRIDGEEL.=22.1 B A N K100' BUFFER FROM WETLAND50 ' B U F F E R Z O N E 1 0 0 ' B U F F E R Z O N E S10° 42' 05"E23.00'RINSEASSESSOR MAP 112PARCEL 29JENNIFER N. G. HICKS IRREVOCABLE TRUST33628 / 55ASSESSOR MAP 121PARCEL 1MARK R. & JOYCE M. MASONCTF.#222116FPCF P C F P C FPCFPCFPCFPCFPCF P C FPCFPCN06° 58' 29"W80.06' (Tie)33.06' (Tie)LAWNLAWNTURF2312Z O N E A E ( E L 1 2 ) Z O N E X THRESHOLDEL.=10.6S T O N E W A L L S T O N E W A L LS T O N E W A L LS T O N E W A L LREFERENCE:ASSESSORS MAP 112, PARCEL 3L.C.P. 13094-AOWNER:PEGGY B. LYONS REVOCABLE TRUSTCERTIFICATE .# 231247DEED BOOK 35409, PAGE 94Coastal Engineering Co., Inc. © 2023 PROJECT NO. OF SHEETSDRAWN BYDRAWING FILECHECKED BYDATEPROJECTSCALE SHEET TITLE SEALDATENO.REVISION BYKEY MAPNO SCALEPLANG:\C23\C23104 - 30 Route 6A, Yarmouth, MA\Survey\WIP\C23104-ECP.dwg 12/19/2023 1:54 PM1 inch = 20 ft.201002060KVC BUILDERS 30 ROUTE 6A YARMOUTH, MA C23104.01EXISTING CONDITIONS PLANC1.2.1111" = 20'11-14-2023C23104-ECP.dwgMAP/JDMJDM1 12-15-2023 REVISE WETLAND AND BUFFER ZONES MAP MASSACHUSETTS STATE PLANE COORDINATE SYSTEM NORTH AMERICAN DATUM OF 1983, MAINLAND ZONE (NAD83 (2011) (MYCS2) EPOCH 2010.00)NOTES:1.THIS PLAN IS REFERENCED HORIZONTALLY TO THEMASSACHUSETTS STATE PLANE COORDINATESYSTEM NORTH AMERICAN DATUM OF 1983,MAINLAND ZONE (NAD83 (2011) (MYCS2) EPOCH2010.00) AND VERTICALLY TO THE NORTHAMERICAN VERTICAL DATUM OF 1988 (NAVD88) BYRTK GPS OBSERVATIONS ON 10-18-2023 USING THEHXGN SMARTNET RTK NETWORK.2.THIS PLAN IS THE RESULT OF AN INSTRUMENTSURVEY PERFORMED ON 10-24-2023.3. EXISTING UTILITIES, UNDERGROUND ANDOVERHEAD, MAY EXIST IN ADDITION TO THEUTILITY INFORMATION SHOWN ON THESE PLANS.THIS PLAN MUST NOT BE USED TO LOCATEUNDERGROUND UTILITIES. CALL DIG SAFE AT 811PRIOR TO STARTING ANY EXCAVATION.4.THE SUBJECT PREMISES AS SHOWN LIES WITHINFLOOD ZONE AE (EL. 12), AND ZONE X, ASINDICATED ON FLOOD INSURANCE RATE MAPNUMBER 25001C0559J FOR BARNSTABLE COUNTYMASSACHUSETTS WITH AN EFFECTIVE DATE OFJULY 16, 2014.5. THIS SURVEY HAS BEEN PERFORMED WITHOUTTHE BENEFIT OF A TITLE SEARCH AND MAY NOTREVEAL ANY FACTS THAT WOULD BE DISCLOSEDBY ONE.6.THE SEWAGE DISPOSAL SYSTEM COMPONENTSSHOWN HEREON ARE BASED ON AVAILABLERECORDS FROM THE BOARD OF HEALTH.7.RIPARIAN BOUNDARIES ARE SUBJECT TO CHANGEDUE TO NATURAL CAUSES AND THE BOUNDARYSHOWN HEREON MAY OR MAY NOT REPRESENTTHE ACTUAL LOCATION OF THE LIMIT OF TITLE.8.LAND COURT PLAN 13094-A DOES NOTMATHEMATICALLY CLOSE. THE BEARINGS ANDDISTANCES DO NOT FOLLOW THE STONE WALLSFOUND. A SUPPLEMENTAL PETITION PLAN SHOULDBE FILED WITH THE MASSACHUSETTS LAND COURTTO CONFIRM AND MONUMENT THE BOUNDARYSHOWN ON THIS SURVEY.YARMOUTH, MALOCUSMILLPONDRTE 6AWILLO W S TBARNSTABLEZONE: R-40 RESIDENTIALAREA40,000 S.F.FRONTAGE150 FT.SETBACKS:ROAD 30 FT. *SIDE20 FT. *REAR 20 FT. ** SEE YARMOUTH ZONING BYLAWS SECTION 203.5SCHEDULE OF DIMENSIONAL REQUIREMENTS.* USERS OF THIS PLAN SHOULD CONSULT WITH TOWNOFFICIALS REGARDING THE APPROPRIATE ZONINGREQUIREMENTS.ZONING CLASSIFICATION:DATE:I HEREBY CERTIFY THAT THE CONDITIONSSHOWN HEREON ARE ON THE GROUND ASOF FIELD SURVEY 10-24-2023.DECEMBER 19, 2023GAS METERLAGMEBOUND20x23.5LEGENDUTILITY POLEIRRIGATION VALVEELECTRIC METEROSWEMWATER GATEWVSTOCKADE FENCESPLIT RAIL FENCESSEPTIC MANHOLEUNDERGROUND GAS SERVICEGMAILBOXOHWLIGHT POLECATCH BASINWPOSTPPULL BOXPBBCBVGCHVAC UNITXXPICKET FENCELANDSCAPED AREADECIDUOUS TREECONTOURSPOT ELEV.CONIFER TREEOVERHEAD WIRESUNDERGROUND ELECTRIC SERVICEUNDERGROUND TELEPHONE SERVICEWATER SERVICE BOULDERBITUMINOUS CONCRETE BERMVERTICAL GRANITE CURBT PPWVPPPBEMOSWPPXXXXXXXG G G G G G G G G G EEGGXXXTTTTTTTTGGGGGGGGGGTTG G G XTHRESHOLDEL.=41.5RIDGEEL.=61.8T.O.F.EL.=40.8RIDGEEL.=64.2THRESHOLDEL.=41.6THRESHOLDEL.=41.5RIDGEEL.=61.4OHWOHWOHWOHWOHWOHWS14° 32' 59"E123.70'S17° 16' 52"E60.25'S14° 06' 43"E24.00'S07° 11' 20"E27.00'S07° 30' 10"E40.75'S09° 55' 36"E37.60'S12° 32' 21"EN03° 28' 54"W82.80'L=57.20'R=318.20'PREVIOUSPAVERSDRIVECONC. PADW/GENERATORBENCHMARK-ROD CAPSET IN PAVERSELEV.=36.75 NAVD88S78° 11' 41"W28.72'N13° 27' 57"W223.68'COBBLESTONEAPRON (TYP.)WOODSTEPWOODSTEPWOOD STEP3938373635343332 3130 292827 26 25 2423 E E EEEEEEG G G G G G G G G G G G G G G G G G G G G G GWWWWWWWWWWWW 23.621.439.840.740.339.640.040.239.438.940.840.740.540.141.3APPROX. LOC. SEWAGEDISPOSAL SYSTEM (SEE NOTE 6)66.4'±10.8'±10.8'±XXXXXX#302 STORYDWELLINGXXXM A I N S T R E E T - R T E 6A(STATE HIGHWAY - 1896 SHLO No .159)EDGE OF LAWN (TYP .)PEA STONE DRIVE GMWOODDECKWOODDECKFLAGSTONEBRICK WALK (TYP.)LAWNGRASS/GRAVEL ISLANDVGCBCB BCBDECKLAWNLAWNLAWNBIT. CONC.WALKLACONC. APRONLALALALA PORCHLALALAWNASSESSOR MAP 112PARCEL 29JENNIFER N. G. HICKS IRREVOCABLE TRUST33628 / 55ASSESSOR MAP 121PARCEL 1MARK R. & JOYCE M. MASONCTF.#222116AREA197,204± S.F.(2.23± AC.)TO MHW50' BUFFER FROM WETLANDGGREGISTERED L.C.C. 13094-AUN-REGISTERED PARCELLANDSCAPE STN. WALLL I N E O F B O U L D E R S4039 40 41 40 3839 39.739.3GARAGE39.339.5ARBORN02° 44' 33"W74.66'N06° 33' 33"W19.75'S88° 29' 18"W59.26'BENCHMARK-MHBCENTER BACKELEV.=39.90 NAVD88OHWOHWSHEDS T O N E W A L LS T O N E W A L LS T O N E W A L LN06° 04' 45"W33.70'TP-3TP-4TP-1TP-2EDGE OFFLAGGEDWETLAND2322 21W-1W-2W-3W-4W-5W-6W-716.0'±S11° 47' 55"E37.30'S77° 00' 34"W44.31'T.O.F.EL.=41.0THRESHOLDEL.=41.22nd STORY DECK40.7MATCHLINEPPWVPPPBEMOSWPPXXXXXXXG G G G G G G G G G EEGGXXXTTTTTTTTGGGGGGGGGGTTG G G XTHRESHOLDEL.=41.5RIDGEEL.=61.8T.O.F.EL.=40.8RIDGEEL.=64.2THRESHOLDEL.=41.6THRESHOLDEL.=41.5RIDGEEL.=61.4OHWOHWOHWOHWOHWOHWS14° 32' 59"E123.70'S17° 16' 52"E60.25'S14° 06' 43"E24.00'S07° 11' 20"E27.00'S07° 30' 10"E40.75'S09° 55' 36"E37.60'S12° 32' 21"EN03° 28' 54"W82.80'L=57.20'R=318.20'PREVIOUSPAVERSDRIVECONC. PADW/GENERATORBENCHMARK-ROD CAPSET IN PAVERSELEV.=36.75 NAVD88S78° 11' 41"W28.72'N13° 27' 57"W223.68'COBBLESTONEAPRON (TYP.)WOODSTEPWOODSTEPWOOD STEP3938373635343332 3130 292827 26 25 2423 E E EEEEEEG G G G G G G G G G G G G G G G G G G G G G GWWWWWWWWWWWW 23.621.439.840.740.339.640.040.239.438.940.840.740.540.141.3APPROX. LOC. SEWAGEDISPOSAL SYSTEM (SEE NOTE 6)66.4'±10.8'±10.8'±XXXXXX#302 STORYDWELLINGXXXM A I N S T R E E T - R T E 6A(STATE HIGHWAY - 1896 SHLO No .159)EDGE OF LAWN (TYP .)PEA STONE DRIVE GMWOODDECKWOODDECKFLAGSTONEBRICK WALK (TYP.)LAWNGRASS/GRAVEL ISLANDVGCBCB BCBDECKLAWNLAWNLAWNBIT. CONC.WALKLACONC. APRONLALALALA PORCHLALALAWNASSESSOR MAP 112PARCEL 29JENNIFER N. G. HICKS IRREVOCABLE TRUST33628 / 55ASSESSOR MAP 121PARCEL 1MARK R. & JOYCE M. MASONCTF.#222116AREA197,204± S.F.(2.23± AC.)TO MHW50' BUFFER FROM WETLANDGGREGISTERED L.C.C. 13094-AUN-REGISTERED PARCELLANDSCAPE STN. WALLL I N E O F B O U L D E R S4039 40 41 40 3839 39.739.3GARAGE39.339.5ARBORN02° 44' 33"W74.66'N06° 33' 33"W19.75'S88° 29' 18"W59.26'BENCHMARK-MHBCENTER BACKELEV.=39.90 NAVD88OHWOHWSHEDS T O N E W A L LS T O N E W A L LS T O N E W A L LN06° 04' 45"W33.70'TP-3TP-4TP-1TP-2EDGE OFFLAGGEDWETLAND2322 21W-1W-2W-3W-4W-5W-6W-716.0'±S11° 47' 55"E37.30'S77° 00' 34"W44.31'T.O.F.EL.=41.0THRESHOLDEL.=41.22nd STORY DECK40.7MATCHLINEPROPOSEDLIMIT OF WORK/SEDIMENTATION BARRIER (TYP.)PROPOSEDHOUSE ADDITIONPROPOSED HOUSE ADDITIONS(WITHIN FOOTPRINT OFEXISTING DECKS)AREAS OF PROPOSEDWOOD DECK EXPANSIONPROPOSEDWOOD STEPS (TYP.)EXISTING WOOD DECK &STEPS TO BE REMOVED &RECONSTRUCTED WITHPROPOSED AREAS OFDECK EXPANSIONEXISTING DWELLINGTO BE RENOVATED68'±NOTE: NET INCREASE INCOVERAGE WITHIN THE 50'-100'BUFFER ZONE = 320± S.F.PBOSWSSSOSWX X X XXX X XXXXXXXXVVVVVVVVVVVVVVVVS12° 32' 21"E69.25'S08° 45' 00"E32.50'S23° 22' 43"E14.00'S03° 06' 07"E30.65'S12° 01' 48"E126.50'S13° 36' 07"E39.60'S12° 32' 11"E87.00'S06° 30' 58"EN04° 03' 32"W80.70'N03° 35' 05"W118.70'N03° 28' 54"WPROPANETANKSCOMPOSTAREA242525 242 5 262627 2829 252422212019181716151413111 0 9 8 7 6 5 4 3 G G G G G G G G G G G25.626.323.623.620.48.18.524.425.7STONESTEPS80'± TO MHW33'±157.58' (Tie)N42° 39' 01"EM I L L P O N D ( T I D A L )BUILD ING POOLHSE.POOLWOODDECKPOOLEQUIP .GMPOOLHSE.LAWNSLATE PAT IO TURFMHW E L . = 4 . 2 AREA197,204± S.F.(2.23± AC.)TO MHWTO P O F CO A S T A L B A N K xxTHRESHOLDEL.=26 .7RIDGEEL.=40 .1xxRIDGEEL.=39 .1THRESHOLDEL.=26 .7xxRIDGEEL.=22.1 BANK100' BUFFER FROM WETLAND50 ' B U F F E R Z O N E 1 0 0 ' B U F F E R Z O N E S10° 42' 05"E23.00'RINSEASSESSOR MAP 112PARCEL 29JENNIFER N. G. HICKS IRREVOCABLE TRUST33628 / 55ASSESSOR MAP 121PARCEL 1MARK R. & JOYCE M. MASONCTF.#222116FPCF P C F P C FPC FPCFPCFPCFPCF P C FPCFPCN06° 58' 29"W80.06' (Tie)33.06' (Tie)LAWNLAWNTURF2312Z O N E A E ( E L 1 2 ) Z O N E X THRESHOLDEL.=10.6S T O N E W A L L S T O N E W A L LS T O N E W A L LS T O N E W A L LMATCHLINEPBOSWSSSOSWX X X XXX X XXXXXXXXVVVVVVVVVVVVVVVVS12° 32' 21"E69.25'S08° 45' 00"E32.50'S23° 22' 43"E14.00'S03° 06' 07"E30.65'S12° 01' 48"E126.50'S13° 36' 07"E39.60'S12° 32' 11"E87.00'S06° 30' 58"EN04° 03' 32"W80.70'N03° 35' 05"W118.70'N03° 28' 54"WPROPANETANKSCOMPOSTAREA242525 242 5 262627 2829 252422212019181716151413111 0 9 8 7 6 5 4 3 G G G G G G G G G G G25.626.323.623.620.48.18.524.425.7STONESTEPS80'± TO MHW33'±157.58' (Tie)N42° 39' 01"EM I L L P O N D ( T I D A L )BUILD ING POOLHSE.POOLWOODDECKPOOLEQUIP .GMPOOLHSE.LAWNSLATE PAT IO TURFMHW E L . = 4 . 2 AREA197,204± S.F.(2.23± AC.)TO MHWTO P O F CO A S T A L B A N K xxTHRESHOLDEL.=26 .7RIDGEEL.=40 .1xxRIDGEEL.=39 .1THRESHOLDEL.=26 .7xxRIDGEEL.=22.1 BANK100' BUFFER FROM WETLAND50 ' B U F F E R Z O N E 1 0 0 ' B U F F E R Z O N E S10° 42' 05"E23.00'RINSEASSESSOR MAP 112PARCEL 29JENNIFER N. G. HICKS IRREVOCABLE TRUST33628 / 55ASSESSOR MAP 121PARCEL 1MARK R. & JOYCE M. MASONCTF.#222116FPCF P C F P C FPC FPCFPCFPCFPCF P C FPCFPCN06° 58' 29"W80.06' (Tie)33.06' (Tie)LAWNLAWNTURF2312Z O N E A E ( E L 1 2 ) Z O N E X THRESHOLDEL.=10.6S T O N E W A L L S T O N E W A L LS T O N E W A L LS T O N E W A L LMATCHLINEISSUE FOR CONSERVATION PERMITTINGNOT FOR CONSTRUCTIONREFERENCE:ASSESSORS MAP 112, PARCEL 3L.C.P. 13094-AOWNER:PEGGY B. LYONS REVOCABLE TRUSTCERTIFICATE .# 231247DEED BOOK 35409, PAGE 94Coastal Engineering Co., Inc. © 2023 PROJECT NO. OF SHEETSDRAWN BYDRAWING FILECHECKED BYDATEPROJECTSCALE SHEET TITLE SEALDATENO.REVISION BYKEY MAPNO SCALEPLANG:\C23\C23104.01 - Lyons, Bill - CIV\CAD\WIP\C23104-CIV.dwg 12/19/2023 5:59 PM1 inch = 20 ft.201002060KVC BUILDERS 30 ROUTE 6A YARMOUTH, MA C23104.01PLAN SHOWING PROPOSED SITE IMPROVEMENTSC2.1.2111" = 20'12-19-2023C23104-CIV.dwgMJB/DAPSMRMASSACHUSETTS STATE PLANE COORDINATE SYSTEM NORTH AMERICAN DATUM OF 1983, MAINLAND ZONE (NAD83 (2011) (MYCS2) EPOCH 2010.00)GENERAL NOTES:1. THIS PLAN IS REFERENCED HORIZONTALLY TO THEMASSACHUSETTS STATE PLANE COORDINATE SYSTEMNORTH AMERICAN DATUM OF 1983, MAINLAND ZONE(NAD83 (2011) (MYCS2) EPOCH 2010.00) AND VERTICALLYTO THE NORTH AMERICAN VERTICAL DATUM OF 1988(NAVD88) BY RTK GPS OBSERVATIONS ON 10-18-2023USING THE HXGN SMARTNET RTK NETWORK.2. THIS PLAN IS THE RESULT OF AN INSTRUMENT SURVEYPERFORMED ON 10-24-2023.3. EXISTING UTILITIES, UNDERGROUND AND OVERHEAD,MAY EXIST IN ADDITION TO THE UTILITY INFORMATIONSHOWN ON THESE PLANS. THIS PLAN MUST NOT BE USEDTO LOCATE UNDERGROUND UTILITIES. CALL DIG SAFE AT811 PRIOR TO STARTING ANY EXCAVATION.4. THE SUBJECT PREMISES AS SHOWN LIES WITHIN FLOODZONE AE (EL. 12), AND ZONE X, AS INDICATED ON FLOODINSURANCE RATE MAP NUMBER 25001C0559J FORBARNSTABLE COUNTY MASSACHUSETTS WITH ANEFFECTIVE DATE OF JULY 16, 2014.5. THIS SURVEY HAS BEEN PERFORMED WITHOUT THEBENEFIT OF A TITLE SEARCH AND MAY NOT REVEAL ANYFACTS THAT WOULD BE DISCLOSED BY ONE.6. THE EXISTING SEWAGE DISPOSAL SYSTEM TO BEUTILIZED. (NO CHANGE IN FLOW - THE SEWAGE DISPOSALSYSTEM COMPONENTS SHOWN HEREON ARE BASED ONAVAILABLE RECORDS FROM THE BOARD OF HEALTH.)7. RIPARIAN BOUNDARIES ARE SUBJECT TO CHANGE DUETO NATURAL CAUSES AND THE BOUNDARY SHOWNHEREON MAY OR MAY NOT REPRESENT THE ACTUALLOCATION OF THE LIMIT OF TITLE.8. LAND COURT PLAN 13094-A DOES NOT MATHEMATICALLYCLOSE. THE BEARINGS AND DISTANCES DO NOT FOLLOWTHE STONE WALLS FOUND. A SUPPLEMENTAL PETITIONPLAN SHOULD BE FILED WITH THE MASSACHUSETTSLAND COURT TO CONFIRM AND MONUMENT THEBOUNDARY SHOWN ON THIS SURVEY.9. ALL ROOF RUNOFF TO BE COLLECTED VIAGUTTERS/DOWNSPOUTS AND ROUTED TO DRYWELLS(NOT SHOWN).10. NO GRADE CHANGES PROPOSED.YARMOUTH, MALOCUSMILLPONDRTE 6AWILLO W S TBARNSTABLE ZONE: R-40 RESIDENTIALAREA40,000 S.F.FRONTAGE150 FT.SETBACKS:ROAD 30 FT. *SIDE20 FT. *REAR 20 FT. ** SEE YARMOUTH ZONING BYLAWS SECTION 203.5SCHEDULE OF DIMENSIONAL REQUIREMENTS.* USERS OF THIS PLAN SHOULD CONSULT WITHTOWN OFFICIALS REGARDING THE APPROPRIATEZONING REQUIREMENTS.ZONING CLASSIFICATION:GAS METERLAGMEBOUND20x23.5LEGENDUTILITY POLEIRRIGATION VALVEELECTRIC METEROSWEMWATER GATEWVSTOCKADE FENCESPLIT RAIL FENCESSEPTIC MANHOLEUNDERGROUND GAS SERVICEGMAILBOXOHWLIGHT POLECATCH BASINWPOSTPPULL BOXPBBCBVGCHVAC UNITXXPICKET FENCELANDSCAPED AREADECIDUOUS TREECONTOURSPOT ELEV.CONIFER TREEOVERHEAD WIRESUNDERGROUND ELECTRIC SERVICEUNDERGROUND TELEPHONE SERVICEWATER SERVICE BOULDERBITUMINOUS CONCRETE BERMVERTICAL GRANITE CURBT12/21/2023