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HomeMy WebLinkAbout83-197003 on O 00 Ix PROPOSED BEACH \ ��� •�� a� 5 GRASS MITIGATION �' i s• 36t S.F. EXISTING CONCRETE I • a y CAP IN DISREPAIR. TO BE REPAIRED ATA I \ ; �� *��•Z FUTURE TIME _ - 1 \ r \ \ \ JOIS TOP=1 BEACH \ \N GRASS WALL/GROIN DEPICTED \ \ \ON \ HEREON IS REFERRED TO N \ ON COMMONWEALTH OF p. \� MASSACHUSETTS PLANS ACC# 03944A & 03944B \ O "ENGLEWOOD". �\ \ • \ \gNip 9 SHORE ROAD N/F JUDITH P McKAY TRUST JUDITH P. McKAY TRUSTEE EX. WOOD RETAINING WALL \ f \ 7�n \ #12 \\ O= O \\ SHORE R N/F \ R` 12 SHORE ROA GA T� \\ TRUST \m \ JOHN & EFFIE \ \ TRUSTE \tl, O \ \o N \ - A \ C \ T\ \� \ jc \gyp \ u� \_A \ STONE DRIVEWAY \ — — \ f CONCRETE BOUND FOUND \ & HELD \ ° GUY rl \ POLE LAWN / / i iC \ cl CATCH BASIN \ RIM 5.7 i tp o(i7 vJ \ 0 \\ BEACH GRASS .• � � PRO�'SSED BEACH �r GRASS MITIGATION i 2� / 104± S.F. 0.7' NOTE: 1.) THE EXTIRE SITE FALLS WITHIN \ . A VELOCITY FLOOD ZONE. \ \ rf� J� SHOR 2.) THE ENTIRE SITE FALLS WITHIN _ r ENGLEWOOD TI REALT 100' TO THE TOP OF COASTAL BANK \ r lam. ` BROWNE WYN TRL t LOCUS INFORMATION CURRENT OWNER: DOUGLAS & LINDA DUCOTE, TRUSTEES OVERLAY DISTRICT: NONE AS -BUILT BUILDING DUCOTE TRUST RD. ZONE II AREA: NOT A ZONE II TITLE REFERENCE: BOOK 27455, PAGE 138 RD. 21.7' 19.3' N/A BUILDING TO NORTHERLY LINE FEMA FLOOD . 7.4' 7.5 PLAN REFERENCE: 25/47 •- 25/49 — 60/27 ZONE DISTRICT: "V-15" EL=13, DATED 7/2/92 TO MASS. AVE. 19.6' 20.4' PANEL #250015 0005 D ASSESSORS MAP: 16 15.4' 16.4' N/A PARCEL: 7 MINIMUM LOT SIZE: 25,000 S.F. EXISTING LOT SIZE: 7,037± S.F. ZONING DISTRICT: R-25 SETBACKS: FRONT 30' **(MAY BE REDUCED) C/O STEVE HETZEL 72 PINE CONE DRIVE WEST YARMOUTH, MA 02673 SIDE 15' 3, 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 REAR 20' SCALE: 1" = 10' 0 5 10 20 mT FILE:P:PRJ\4972800\CML\_DRAWINGS\4972800-COC.DWG DWG. NO: 6172-04 **EXISTING FRONT SETBACK: 23.8' SHEEP 1 OF 1 JOB. NO: 4-9728.00 / 1 \� 1 r r CONCRETE BOUND I FOUND & HELD I I � SETBACKS 28 � m � m z > A N FORMER PROPOSED AS -BUILT BUILDING TO SHORE RD. 23.8' 23.9' 23.9' STAIRS/STEPS TO SHORE RD. 21.7' 19.3' N/A BUILDING TO NORTHERLY LINE 7.2' 7.4' 7.5 PORCH TO TOP OF BANK 16.8' 17.0' 17.2' BUILDING TO MASS. AVE. 19.6' 20.4' 20.4' STAIRS/ STEPS TO MASS. AVE. 15.4' 16.4' N/A 28 � m � m z > A N Q J ¢ v I � Cd m 3 BROADWAY ENGLE- SHORE RD. ,r WOOD LOCUS BEACH LEWIS BAY LOCUS MAP NOT TO SCALE I CERTIFY TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION & BELIEF THAT THE LOT CORNERS, DIMENSIONS AND SETBACKS TO THE PILINGS AS DETERMINED BY INSTRUMENT SURVEY AND AS S THIS PLAN ARE CORRECT. "OFts� CRAIG A. c4 FlELD Ln No.38039 kLAND ��. /Z-3-zoIs- CRAIG A. FIELD DATE PROFESSIONAL LAND SURVEYOR PLAN OF LAND 15 SHORE ROAD IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) CERTIFICATE OF COMPLIANCE AS -BUILT DECEMBER 3, 2015 NO. DATE DESC. PREPARED FOR: DOUGLAS A. DUCOTE C/O STEVE HETZEL 72 PINE CONE DRIVE WEST YARMOUTH, MA 02673 BSC GROUP 3, 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2013 BSC Group, Inc. SCALE: 1" = 10' 0 5 10 20 mT FILE:P:PRJ\4972800\CML\_DRAWINGS\4972800-COC.DWG DWG. NO: 6172-04 SHEEP 1 OF 1 JOB. NO: 4-9728.00 9 SHORE ROAD N/F JUDITH P McKAY TRUST JUDITH P. McKAY TRUSTEE cTp. EX. WOOD �Gn RETAINING WALL � «' O <10 " �. \0 a� l ' u� �; " i � `YS 'i ,i a, Is ` � a }` a #12 SHORE ROAD 15 N/F m ° 12 SHORE ROAD RE n� TRUST JOHN & EFFIE LAGAI i TRUSTEES se� ; c i� OO STAKE & NAIL p1iJN0 i o� FOUND (Trp.) JOIST Ln TOP -15.0 "S3 STONE' Tr y 0a , CONCRETE )' % ''f ✓ i PROPOSED BEACH GRASS MITIGATION r.' "i" s. BOUND FOUNOi, �& HELD 36± S.F. y JOIST OYP.} > s EXISTING CONCRETE TOP= 1&0 CAP IN DISREPAIR. TO " J BE REPAIRED AT A17. FUTURE TIME �w r GUY POLE ; j LAWN ° >` JOIST TOP -15.0 0. BEACH , l C" GRASS WALL/GROIN DEPICTED HEREON IS REFERRED TO - r ON COMMONWEALTH OF \ K7� MASSACHUSETTS PLANS � G`�' /•`' r ACC# 03944A & 03944B ` an / ' BENCHMARK "ENGLEWOOD". tp `. / TOP OF CONCRETE BOUND r 2 off' / ELEVATION 6.92 NGVD _ LAWN .......... o(f1 V/ BEACH �y GRASS J c' PROPOSED BEACH GRASS MITIGATION 104± S.F. NOTE: ` l` #19 1.) THE EXTIRE SITE FALLS WITHIN a SHORE ROAD A VELOCITY FLOOD ZONE. (s&`�N/F �.Vi ENGLEWOOD THOMAS NOMINEE 2.) THE ENTIRE SITE FALLS WITHIN , 5Q`La REALTY TRUST 100' TO THE TOP OF COASTAL BANK BROWN �✓ E WYNNE WOODWARD, TRUSTEE, t CONCRETE BOUND FOUND & HELD. LOCUS INFORMATION FORMER PROPOSED CURRENT OWNER: DOUGLAS & LINDA DUCOTE, TRUSTEES OVERLAY DISTRICT: NONE 23.8' 23.9' DUCOTE TRUST ZONE It AREA: NOT A ZONE ii TITLE REFERENCE: BOOK 27455, PAGE 138 N/A BUILDING TO NORTHERLY LINE 7.2' 7.4' FEMA FLOOD PORCH TO TOP OF BANK PLAN REFERENCE: 25/47 - 25/49 - 60/27 ZONE DISTRICT: "V-15" EL=13, DATED 7/2/92 AVE. 19.6' 20.4' PANEL #250015 0005 D ASSESSORS MAP: 16 15.4' 16.4' N/A PARCEL: 7 MINIMUM LOT SIZE: 25,000 S.F. EXISTING LOT SIZE: 7,037± S.F. ZONING DISTRICT: R-25 72 PINE CONE DRIVE WEST YARMOUTH, MA 02673 SETBACKS: FRONT 30 **(MAY BE REDUCED) W. Yarmouth, Massachusetts 02673 5€18 778 8919 SIDE 15' SCALE: 1" = 10' ommull 0 5 10 20 rM FILE.P:PRJ\4972800\CML\_DRkMNGS\4972800-COC.DWG DWG. NO: 6172-04 REAR 20' SHEET 1 OF 1 **EXISTING FRONT SETBACK: 23.8' CONCRETE BOUND FOUND & HELD. SETBACKS PROFESSIONAL KNOWLEDGE, INFORMATION & BELIEF THAT THE LOT CORNERS, FORMER PROPOSED AS -BUILT BUILDING _i SETBACKS I CERTIFY TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION & BELIEF THAT THE LOT CORNERS, FORMER PROPOSED AS -BUILT BUILDING TO SHORE RD. 23.8' 23.9' 23.9' STAIRS/STEPS TO SHORE RD. 21.7' 19.3' N/A BUILDING TO NORTHERLY LINE 7.2' 7.4' 7.5' PORCH TO TOP OF BANK 160 17.0' 17.2' BUILDING TO MASS. AVE. 19.6' 20.4' 20.4' . STAIRS/ STEPS TO MASS. AVE. 15.4' 16.4' N/A I CERTIFY TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION & BELIEF THAT THE LOT CORNERS, DIMENSIONS AND SETBACKS TO THE PILINGS AS DETERMINED BY INSTRUMENT SURVEY AND AS STHIS PLAN z 1 CRAIG A � N LU ¢ CRAIG A. FIELD DATE PROFESSIONAL LAND SURVEYOR co 15 SHORE ROAD IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) BROADWAY COMPLIANCE AS -BUILT DECEMBER 3, 2015 -SHORE RD DATE ENGLI i WOO LOCUS BEN LEWIS BAY LOCUS MAP NOT TO SCALE I CERTIFY TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION & BELIEF THAT THE LOT CORNERS, DIMENSIONS AND SETBACKS TO THE PILINGS AS DETERMINED BY INSTRUMENT SURVEY AND AS STHIS PLAN ARE CORRECT. 4JyT"or 1 CRAIG A � FIELD w _ No.38039 CRAIG A. FIELD DATE PROFESSIONAL LAND SURVEYOR PLAN OF LAND 15 SHORE ROAD IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) CERTIFICATE OF COMPLIANCE AS -BUILT DECEMBER 3, 2015 Nq. DATE DESC. i PREPARED FOR: DOUGLAS A. DUCOTE C/O STEVE HETZEL 72 PINE CONE DRIVE WEST YARMOUTH, MA 02673 ae at<3.'e" BSC GROUP 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 5€18 778 8919 © 2013 8SC Group, Inc. SCALE: 1" = 10' ommull 0 5 10 20 rM FILE.P:PRJ\4972800\CML\_DRkMNGS\4972800-COC.DWG DWG. NO: 6172-04 SHEET 1 OF 1 JOB. 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Kc, =M m mmJ w_.m o OOJF ]J]C O Fn] Lw <m'oo aaJo ?3<.J<m2 mcw nwJ �Nm�<9oHm 412 D a-m m vwmm m�mm Nm m.»m� m'-� 'a3 £m�ny� $ 3pmmc� m a 5-- o o=n m- c 3?r n m 2 @ov ^ry ms mo w�' m O Z mBo mBo mo m Jco m?l o ..mo -0 ,FA yc� ?3omy� aoc ow�m Z �+]c �+]c 33c. m�Yimc mo�oc mwco m 'o, a- rte« m60-m5 N]m1�S �yS� 'T. _ 4jS ooeldaa pue ezeb ,l/V1 'Peoa slogs 9 L PROPOSED BEACH GRASS MITIGATION 361 S.F. ' EXISTING CONCRETE I CAP IN DISREPAIR. TO BE REPAIRED AT A FUTURE TIME-, -0.9 X WALL/GROIN DEPICTED HEREON IS REFERRED TO ON COMMONWEALTH OF MASSACHUSETTS PLANS ACC# 03944A & 03944B "ENGLEWOOD". \ #9 SHORE ROAD \ N/F JUDITH P McKAY TRUST JUDITH P. McKAY o \ NECESS WAY TO TRUSTEE `\ IEW A AL G TO ALLOW ...\ i NEW WOOD TIMBER WALL ON P \ FOR -NEW FLOOD COMPACTED STONE BASE WITH ZON REQUIRED - \ \\ VINYL LINER AROUND WALL WHERE i 6 BUILDI_ HEIGHTS. \\ \ REQUIRED (SEE DESIGN BY OTHERS FOR SEP. INSTALLATION 7/3 Loll EX. WOOD \ p O -\ \ �G RETAINING WALL Vb _A0 Jim �" < X \ �\ Q �� ::\ \ \ N� \ C�\.o. ...\ O Gni X .5 \ O -70,)A ... \ d? < v\\ 13STAKE & NAIL o\ POUND 0.0 7.9 11 SEPTIC /y �EPTIC 0 SYSTEM NK °(INSTALLE T ,�� " \ 2012 ���\ j \\:: \\Hwy 0HW #12 SHORE ROAD N/F 12 SHORE ROAD REALTY TRUST JOHN & EFFIE LAGADINOS TRUSTEES 3y' STONE oHN� '\'E.5BRICK i. PATIO DRIVEWAY 9 / \ \ CONCRETE BOUND FOUND \ EXISTING 1 3s �g S `& HELD 'y \ 2 -STORY y \ > \ EXISTING CRUSHED \ \ :.. 4 -BEDROOM 1 ��P0R STONE DRIVEWAY TO. DWELLING j �`.: BE REMOVED AND . EXISTING FIRST �� NGRASSED OVER \ \ FLOOR EL. 10.4 I 23 ` ° V., RIDGE 27.0 ✓ 7 •`,\ ABOVE ST. GRADE' 1 \\y WN AO A L I / / GUY I PcyU,T POLE Oy%,oc 1 i rj� I LAWN 6.9�100 V- 0 O � OO ti0 T TT ONE CONNECT E�! 4" PVC /c \O ti AO sF n �O !O v\? y� \ STONY SCH. 40 BW DING �O,y Op�'c� SEWER TO E TING / 8 2 / �..• 10 PROPOSED PERVIOYS i �.. \ \<� \� DRIVEWAY TO TIE INTO " ... c CATCH ��•' \ I \ c^2 EXISTING PERV�US ,GRASS \xo� \ \\ ROADWAY 6.9BEAC,/ `V;. \RI1S915.770 X i�.. y - CURRENT OWNER: TITLE REFERENCE: PLAN REFERENCE: ASSESSORS MAP: PARCEL:- ZONING ARCEL:ZONING DISTRICT: SETBACKS: **EXISTING FRONT SETBACK: J \ a \\ \��\ \ / v9s / BENCHMARK / �o \ o '\ N �� ,s \ oo / TOP OF CONCRETE BOUND \ \ �cP' ELEVATION 6.92 NGVD O \ \ • � \\ \ \ \ LAWN WALK Tk j, /' \ \\ oo �( 6.5 BEACH \\y J n 6.9 \ / \l -o y \\ GRASS !' \ // '� � ' JVA \ \ \ �� \ \ \ \ \ PRCP4F_D BEACH 1 � � O , GEtASS MITIGATION i A Ol \ \ \\ Z� 104± S.F. �(„ SOP 0.7' NOTE: \ \\ \ \� ��' #19 209 1.) THE EXTIRE SITE FALLS WITHIN A VELOCITY FLOOD ZONE. �\ '� / GnbtJ SHON�FOAD 2.) THE ENTIRE SITE FALLS WITHIN \ ��� ENGLEW ODREALTYHO RUST MAS NOMINEE 100' TO THE TOP OF COASTAL BANK \ \ \ I BROWNE WYNNE WOODWARD, J {� TRUSTEE. LOCUS INFORMATION DOUGLAS & LINDA DUCOTE, TRUSTEES DUCOTE TRUST BOOK 27455, PAGE 138 25/47 - 25/49 - 60/27 16 7 R-25 FRONT 30' **(MAY BE REDUCED) SIDE 15' REAR 20' 23.8' OVERLAY DISTRICT: ZONE II AREA: FEMA FLOOD ZONE DISTRICT: MINIMUM LOT SIZE: EXISTING LOT SIZE: EXISTING BLD. COVERAGE: PROPOSED HSE. COVERAGE: PROPOSED BLD. COVERAGE: NONE ELEVATIONS NOT A ZONE II 7± NGVD 1929 "V-15" EL=13, DATED 7/2/92 PANEL #250015 0005 D 25,000 S.F. SHORE 7,037± S.F. 15.0 NGVD 1929 1,572± S.F. (22.347.) ELEVATION: 1,239± S.F. (17.61%) STREET 1,755± S.F. (24.94%) BUILDING (INCLUDES LANDING & STEPS) * CLOSER TO STREET ISSUED FOR PERMITTING NOT FOR CONSTRUCTION M. T�_ d. oaJfo SHORE RD. 77 ENGLE- WOOD ELEVATIONS EXISTING GRADE AT STREET R.O.W.: 7± NGVD 1929 EXISTING FIRST FLOOR ELEVATION: 10.4 NGVD 1929 FEMA FLOOD ZONE - "V15" ELEVATION: 13.0 NGVD 1929 SHORE RD. 21.7' 15.0 NGVD 1929 PROPOSED FIRST FLOOR ELEVATION: 16.0 NGVD 1929 DISTANCE FROM RIDGE TO STREET ELEVATION: 33.9' (SEE ARCH. PLANS) BUILDING TO MASS. SETBACKS * CLOSER TO STREET ISSUED FOR PERMITTING NOT FOR CONSTRUCTION M. T�_ d. oaJfo SHORE RD. 77 ENGLE- WOOD LOCUS BEACH EXISTING PROPOSED BUILDING TO SHORE RD. 23.8' 23.9' STAIRS/STEPS TO SHORE RD. 21.7' 19.3'* BUILDING TO NORTHERLY LINE 7.2' 7.4' PORCH TO TOP OF BANK 16.8' 17.0' BUILDING TO MASS. AVE. 19.6' 20.4' STAIRS/ STEPS TO MASS. AVE. 15.4' 16.4'* * CLOSER TO STREET ISSUED FOR PERMITTING NOT FOR CONSTRUCTION M. T�_ d. oaJfo SHORE RD. 77 ENGLE- WOOD LOCUS BEACH LEWIS BAY LOCUS MAP NOT TO SCALE �HOF4q�, CRAIG A. 1 c4 FIELD No.3803„9� CRAIG A. FIELD DATE PROFESSIONAL LAND SURVEYOR PLAN OF LAND TO ACCOMPANY A NOTICE OF INTENT 15 SHORE ROAD IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) SITE PLAN JULY 24, 2013 NO. DATE DESC. 1 8/20/13 CON COM REQUIREMENTS REDUCE HOUSE SIZE s, • ix'Ud ���i•d'r rrE PREPARED FOR: DOUGLAS A. DUCOTE C/O STEVE HETZEL 72 PINE CONE DRIVE WEST YARMOUTH, MA 02673 BSC GROUP 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2013 BSC Group, Inc. SCALE: 1" = 10' 0 5 10 20 Fr FILE:P:PRJ\4972800\CML\_DRAWINGS\4972800-SP-OPT. DWG. NO: 6172-02 SHEET 1 OF 1 JOB. NO: 4-9728.00 1�i�u;5ed �la�