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Home My WebLink About2016 May 13 - Sign Off Transmittal Sheet, Plans - Inground Swimming Pool with Attached Spa _. �.� . .� _ F �,,. �.. -.�� ;, �r;� o*�Yak TOWN OF YARMOUTH . ,�,.,�,� �i �' ;° �� HEALTH DEPARTMENT �.� � _ -t-� ��"'�--�=E%�J� PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET To be completed by°Applicant: Building Site Location: S Jc.SS/� .S La�E. Proposed Improvement: �V�� /n�-G-2c�� ui.�,r� r.-� l7a� � w ,�� I �J F G,ti � / ��7 YI(� r r f'1 �/ � "T 1 I'I L �� 1 ��ra�,�/.��. ; � � APPlicant: �CG bF�. � �•-� � � TeL No.: 17�''��3- Qz�d � ; Address: /La C✓yf�,�n /��, l�.�%�z�� /yJA d/f'2 / Date Filed: ,j /� !� **Ifyou would like e-mail notification ofsign off,please provide`e-mail address: /?,�b �('uS�� Q��xli�/,�,r��.3 •Gar�%1 , Owner Name: �a�� .v��2 ,, Owner Address: �'I9 /„3�cr�� -�� .�e Owner Tel.No.: �loD- �'8,.3' - 7P�� ; �� ...................................................................................................................................................:.................................................................................................................................................................................:............................ RESIDENTIAL AND/OR COMMERCIAL BUILDING HEALTH DEPARTMENT: Determines Compliance to State and Town Regulations; i.e., Requirements For Septage Disposal and other Public Health Activities. Please submit three (3) copies of plans, to include: (1.) Site Plan showing existing buildings, water line location, and septic system location; (2.) Floor plan labeling ALL rooms within building (all existing and proposed) — Note:Floor plans not required for decks,sheds, windows, roofing; (3.) If necessary, Title 5 application signed by licensed installer with fee. ............................................................................................................................:.................................... ......................................................................................................................................................................:..........................:. REVIEWED BY: DATE: r /�' PLEASE NOTE C OMMENTS/CONDITIONS: F'O1�T T MESSAGE For Day _ • . . � � Tim� � ._�_�___. p � �� c�� -- ��;�5 � Phone� ."_ "". �� a�c� �� AAf)B1LE N� '�� Nur"b� Extenslon Telepboned r�edyourcall RUSN Came��e You 'P�Se call ' (al a#ention Wa�ts to see Y� WIH c�a9�� " Caller or�hotd Message � (.�'b� 6? 67— CG►'�'M/ � � _ _ - � : ,� � j . ` �� - �. - � C?� Signed �i. lJ`�1�'t S�.-�n�u�aso2s �_ r�ti� ►��,�r s.a � Vision Government Solutions Page 1 of 4 � s � + 8 JESSIES LN Location 8)ESSIES LN Mblu 51/ 102.2/// Acct# 104969 Owner JESSIES LANE LLC Assessment $1,690,300 PID 104969 Building Count 2 Current Value Assessment Valuation Year Improvements Land Total =2016 � $353,800 $1,336,500; $1,690,300 Owner of Record Owner )ESSIES LANE LLC Sale Price $100 C/0 PAUL BUTLER Certificate Address 25 JEROME AVE Book&Page 27411/242 BLOOMFIELD, CT 06002 Sale Date 05/29/2013 Instrument 1F Ownership History �� Ownership History � � �� .�.�_.___.__.___.......___..��_._.a._..........,.�_..._mm_____............__ _........................_ _�..�.�.________.�___.�.__...........�� ___..._..___..__�_�......___._. __...........,...._.�_��__...._......� ; Owner Sale Price Certificate Book&Page Instrument Sale Date ,JESSIES LANE LLC $100 ' 27411/242 1F ' OS/29/2013 �BUTLER PAUL $3,100,000 � 26991/110 � 10 � 12/28/2012 ;DAVIES CAROLYN TR $0 € 9862/41 � ! 09/28/1995 � ;SMITH HAROLD C $0 j � , r .._______........._�_�_...._.._..�...�. � - Building Information Building i : Section 1 Year Built: 2015 Living Area: 6,951 Building Photo Replacement Cost: $1,118,708 . __ Building Percent 25 Good: Replacement Cost Less Depreciation: $279,700 Building Attributes i _..�__ _ �_. �_....._��.__...__._______.�.�m Field Description � Style ;Modem/Contemp €Model �Residential http://gis.vgsi.com/yarmouthmalParcel.aspx?Pid=104969 5/6/2016 Vision Government Solutions Page 2 of 4 � � � 1 ':Grade: Excellent+20 r Buiiding Pnom � �Stories: 2J5 � Occupancy i ; � Exterior Wall 1 �Wood Shingle `Exterior Wall 2 �Roof Structure: ;Gable/Hip Roof Cover t Wood Shingle 3 �Interior Wall 1 ;Drywall/Sheet i 1 � ;Interior Wall 2 � � Interior Flr 1 =Hardwood (http://ima ges,vgsi.com/photos/Ya rmouth MAPh otos//\00\02 Interior Flr 2 \91/68.jpg) Heat Fuel ;Gas Building Layout �� ;Heat Type: ;Forced Air-Duc AC Type: €Central �__ f<� ' Total Bedrooms: ``6 Bedrooms Total Bthrms: €7 i Total Haif Baths: ;1 � i I Total Xtra Fixtrs: ;2 Total Rooms: �11 �' �P Bath Style: �Modern €Kitchen Style: �Luxurious � � ___.........._...�_._.�..._._...___...__.._._ _ '�. � � � Building Sub-Areas(sq ft) Leaend� ? Code Description Gross Living ' Area Area � �BAS =First Floor 3,488� 3,488� � , € € � � �FUS ;Upper Story,Finished � 2,030� 2,030� QS �Three Quarter Story = 1,910; 1,433 j � �FOP �Porch,Open,Finished � �186 j 0, � UBM ;Basement,Unfinished 3,458� 0� E � 11,072 t 6,951 � i Building 2 : Section i ' _ _ _ � i Year Built: 2015 Building Photo Living Area: 970 _ f Replacement Cost: $257,230 � Building Percent 25 � Good: i Replacement Cost I Less Depreciation: $64,300 �� Building Attributes: Bidg 2 of 2 Field Description ;Style ;Modern/Contemp ;Model s Residential �� 3 j Grede: Excellent+20 http://gis.vgsi.com/yarmouthma/Parcel.aspx?Pid=104969 5/6/2016 � Vision Government Solutions Page 3 of 4 � r Stories: z i 1 Occupancy ?1 �. � a 'Exterior Wall 1 �Wood Shingle I ;Exterior Wall 2 ''� ��`� ! i Roof Structure: a Gable/Hip ; Roof Cover Asph/F Gls/Cmp � 1 � 'Interior Wall 1 Drywall/Sheet €Interior Wall 2 i i � €Interior Flr 1 �Hardwood i j 'Interior Flr 2 � � (http://images.vgsi.com/photos/YarmouthMAPhotos//default.jpg) ; Heat Fuel �as guilding Layout � 'Heat Type: �Forced Air-Duc -- AC Type: �Central � Bu�iding Layouc ; ��._�.�._.._..._...__ __.____----_._________....._.......�._.._....__.....� Total Bedrooms: 2 Bedrooms � Building Sub-Areas(sq ft) �Leaend[ ¢ � Total Bthrms: �1 ' Gross Living � l Code Description Total Half Baths: � Area Area � € ;Total Xtra Fixtrs: � �FUS �Upper Story,Finished 700: 700 � Total Rooms: 4 3 TQS �Three Quarter Story 360� 270, Bath Style: �Modern F FGR =Garage 1,060= 0 Kitchen Style: �FOP ;Porch,Open,Finished 156� 0 �WDK �Deck,Wood 1561 0� i 2,432 i 970 �:. �� " �� .: � � ��.. � � "�u � .�.�. ~ �. �,y�`�' �" �.� Extra Features ' Extre Features Legend Code Description Size Value Bidg# *____........,..___.�.............._. __...__..�_�._�...________�........__._�__�..._..____�.�_.._---_��...�..... _..._...�_�._. t � ,_�_........._�._______________........�600�..��____-___...._.....___�........_1- �FPLl ?FIREPLACE 1 ST � 1 UNITS� 'FPL3 �2 STORY CHIM � 1 UNITS� $700i 1� Land Land Use Land Line Valuation Use Code 1012 Size(Acres) 1.33 Description OCEAN FRONT Frontage 0 Zone Depth 0 Neighborhood 0090 Assessed Value $1,336,500 Alt Land Appr No Category Outbuildings _ __ ' Outbuildings �.egend �.........�._______......�....___...__�....�___._..._. _.......______ _..._...______..��...____....�.....____.��.....�_. ___.__ Code Description Sub Code Sub Descr� tion Size Value Bldg# ;DCKl DOCKS-RES NPE 1 � j 248 S.F. $5,600� 1 http://gis.vgsi.com/yarmouthma/Parcel.aspx?Pid=104969 5/6/2016 ! Vision Government Solutions Page 4 of 4 ` i � SHD2 W/LIGHTS ETC 352 S.F. $2,900 1; � _ _.._ ___ W____—_...._._--.,___ -- � Valuation History Assessment Valuation Year Improvements Land �� Tota��---�� i 2016 � $411,100 $1,336,500 s $1,747,600� j 2015 $509,600[ $1,336,500: $1,846,100� =2014 � $590,000 x $1,415,000� $2,005,000� � s € ` .�_____._____."_______._�....��__...._._.�._._.._..._._. (c)2016 Vision Govemment Solutions,Inc.All rights reserved. � � f � i { i I � E i '� j http://gis.vgsi.com/yarmouthma/Parcel.aspx?Pid=104969 5/6/2016 NOTES: • LOCATION AND NUMBER OF LIGHTS AND SKIMMERS SHOWN FOR ILLUSTRATIVE PURPOSES ONLY, T.B.D. PER POOL CONTRACTOR • SEE BSC GROUP SITE PLAN DRAWINGS DATED FEBRUARY 19, 2015 FOR POOL LOCATION AND ADDITIONAL INFORMATION. PROPOSED POOL BENCH LIGHT (TYP.). SEE DETAIL '14/S-1' FOR MORE INFO. y EDGE OF GUNITE a SKIMMER (TYP.). SEE DETAIL 'I 6/S, P FOR MORE INFO. POO,, WALL (TYP.) F-1 1I 17 MAIN DRAIN. SEE DETAIL _ - I 'I 5/S-' F FOR MORE INF 0. I PROfOSED SPA I I I BENCH R12' MAX. COPING POOL SE EQUALI, SEE DET TYP. PO( PROVIDE 2 LAYERS QF TYP. REINFORCING AT SHARED SPA/POOL WALL MAIN DRAIN. SEE D�TAIL ' 15/S- P FOR MORE INFO. i' SKIMMER (TYP.). SE� DETAIL 6'-0" '16/S -P FOR MORE INFO. EDGE OF GUNITE I 10 POOL/SPA PLAN APPROX. SCALE: 1/4" = 1'-0" 1, 26'-0" MAX. LENGTH 12'-0" MAX. WIDTH 6'-0" MIN. j Of 7'-6" MIN. SHALLOW END TRANSITION 4'-0" ! WATER LEVEL — i I I M -H MAX SLOPE o j 3 EQUAL TYP. 1 SPA (BEYOND) CONC. WALL/FLOOR (TYP.). SEEDETAILS'12&13/S-1'FOR 1 MORE INFO. 1, j i i 11 POOL SECTION APP ?X. SCALE. 1/4 - 1-0 L it nil 11 nn I i 16 SKIMMER SECTION A ROX. SCALE: N.T.S. i i m DEEP END 0 I POOL STAIRS. SEE SECTION '11-S-1' FOR MORE INFO. AUTO -COVER VAULT ROCK PACK: PROVIDE 4" MIN. THICKNESS OF 1%2" STONE @ FLOOR OF POOL (TYP.) PROVIDE (2) #3 TIES AS SHOWN 2" O PVC PIPE OUT TO PUMP PROVIDE ADD'L #3 BENT BARS AS SHOWN @ 6" O.C. POOL COPING (TYP.) a 00 N `4;; FREE -DRAINING STRUCTURAL FILL (TYP.) 3" MIN. CLR. 'TYP. - SOIL SIDE) PROVIDE ROCK PACK. SEE SECTION '21/5-1' FOR MORE INFO. CONTINUOUS BOND BEAM @ TOP Of WALL w/ (3) #4 BARS (TYP.) WATER SURFACE 3/8' MIN. WHITE'MARLITE' POOL FIN15d (TYP.) 2" MIN. CLR. (TYP. - WATER SIDE) #3 @ 12" O.C. EACH WAY (TYP.) 8" MIN. 'GUNITE' 12 TYP. LOW WALL DETAIL APPROX. SCALE: 5/8" = 1'-0" COPING ///////////%/ i SEE DETAIL '22 & 23' FOR TYP. POOL WALL REINF. N PROVIDE %4" O CONDUIT TO DECK BOX 12" MIN. ABOVE WATER LEVEL i NEW POOL LIGHT j GIROUND PER LIGHT j PROVIDE ADD'L #3 BENT MANU. SPECS. BARS AS SHOWN (2 EACH WAY - 4 TOTAL) SAT��LPLIGHTDETAIL . SCALE: N.T.S. 2'-0" 117 POOL AUTO -COVER (BY OTHERS) 3 it 4" SEE DETAIL '22 & 23' FOR TYP. POOL WALL REINF. 4" TOE HOLD. SEE PLAN FOR LOCATIONS. 10%2" 1'-211 811 4" COPING i i i COPING (TYP.) c w d N � 4�� FREE-DRAINI STRUCTURAL FILL (TYP.) 3" MIN. CLR. (P. - SOIL SII CONTINUOUS BOND BEAM @ TOP OF WALL w/ (3) #4 BARS (TYP.) WATER SURFACE %" MIN. WHITE 'MARLITE' POOL FINISH (TYP.) 2" MIN. CLR. '. - WATER SIDE) #3 @ 6" O.C. (VERT. AXIS) #3 @ 12" O.C. (HORIZ. AXIS) 10" MIN. 'GUNITE' THICKNESS (TYP. PROVIDE ROCK PACK. 5FE SECTION '21/5- P FOR MORE INFO. i ,j TYP. HIGH WALL DETAIL 13 APPROX. SCALE: 5/8" = 1'-0" I ii ,I PLASTER TIGHT TO RING 11 �— ANTI -VORTEX COVER PROVIDE #3 TIE BAR C, THE SHAPE MAY BE RECTANGULAR OR IRREGULAR. PROVIDE HEAVY DUTY AS SHOWN STAINLESS STEEL j ! E. THE RADIUSES SHOWN FOR THE DEEP END AND SHALLOW BRACKET (BY OTHERS) PROVIDE ADD'L #3 HYDROSTATIC VALVE END SHALL BE AS SHOWN BUT MAY BE INTERPOLATED TO / BENT BARS AS SHOWN F. THE PITCH FROM THE SHALLOW END TO THE DEEP END (3 EA. WAY - 6 TOTAL) a COLLECTION TUBE 2" LINE VACUUM BREAKER SHALL NOT EXCEED THE PITCH SHOWN. TO 2nd MAIN DRAIN OR %2" STONE SIDE SUCTION NOTE: DRAIN COVERS (TYP,) ( i SHALL BE VGB COMPLIANT 6. THE POOL CONSTRUCTION IS TO BE IN FULL COMPLIANCE MAIN DRAIN DETAIL 15 APPROX. SCALE: N.T.S. 1 1 I NOTES: 11. FOR ADDITIONAL POOL INFORMATION SEE POOL SUBMITTAL i FILE BY THE POOL INSTALLER. i 2. POOL TO BE CONSTRUCTED IN ACCORDANCE WITH THE 8TH EDITION OF THE MASSACHUSETTS BUILDING CODE, APPENDIX 'G'• i j 3. POOL STRUCTURE TO BE CONSTRUCTED ON UNDISTURBED 4 PROOFROLLED NONORGANIC AND NON -EXPANSIVE SOIL WITH A MINIMUM BEARING ALLOWABLE OF 3000 PSF AND A MIN. 4" LAYER OF I%2" COMPACTED STONE. ALL WORK TO BE IN COMPLIANCE WITH THE AMERICAN CONCRETE INSTITUTE ACI -318-02. 4. SKIMMER, MAIN DRAIN, POOL LIGHT & RELATED DETAILS @ POOL STRUCTURE TO BE DESIGNED BY OTHERS AS REQ'D. 5. THE SHAPE AND DIMENSIONS OF THE POOL MAY BE ALTERED WITH THE FOLLOWING CAVEATS: j A. THE MAXIMUM LENGTH WILL BE 26'-0". B THE MAXIMUM WIDTH WILL BE 12'-0" WITH THE 8TH EDITION OF THE MASSACHUSETTS BUILDING CODE, APPENDIX G. LISTED IN SECTION AG108 OF APPENDIX G ARE THE ADDITIONAL STANDARDS THAT WILL BE ADHERED TO, INCLUDING BUT NOT LIMITED TO THE FOLLOWING. %4" GRAVEL DRAINAGE j AG104.1-ANSI/NSPI-3, STANDARD FOR PERMANENTLY BED / BACKFILL ( INSTALLED SPAS A 10 1-ANSI/NSPI-5 STANDARD FOR 27 AUTO COVER VAULT SECTION APPROX. SCALE: 3/4" = 1'-0" RESIDENTIAL IN -GROUND SWIMMING POOLS.AG106.1-ANSI/APSP-7, STANDARD FOR SUCTION ENTRAPMENT AVOIDANCE IN SWIMMING POOLS, WADING POOLS, SPAS, HOT TUBS AND CATCH BASINS.AG103.3-ASCE/SEI-24, FLOOD RESISTANT DESIGN AND CONSTRUCTION.AG105.2, AG105.5-STM F 1346, PERFORMANCE SPECIFICATION FOR SAFETY COVERS AND LABELING REQUIREMENTS FOR ALL COVERS FOR SWIMMING POOLS, SPAS AND HOT TUB S.AGI05.2-UL-2017, STANDARD FOR GENERAL-PURPOSE SIGNALING DEVICES AND SYSTEMS i l THE ENGINEER'S STAMP ON THIS DRAWING QUALIFIES THE STRUCTURAL DESIGN ONLY AND ASSUMES THAT THE FOUNDATION/FOOTING BEARING SURFACE IS UNDISTURBED, OR PROPERLY COMPACTED, NON-ORGANIC SOIL WITH A MINIMUM BEARING ALLOWABLE OF 3000 PSF AND THAT ALL CONSTRUCTION WILL BE PERFORMED BY QUALIFIED CRAFTSMEN IN ACCORDANCE WITH THE 8TH EDITION OF THE MASSACHUSETTS BUILDING CODE. ALL DIMENSIONS AND ELEVATIONS ARE FOR DESIGN AND REFERENCE PURPOSES ONLY AND SHOULD BE VERIFIED AND APPROVED BY THE OWNER, CONTRACTOR AND FRAMER. ON SITE VERIFICATION OF CONSTRUCTION IS LIKELY REQUIRED. IT IS THE CONTRACTOR'S OR OWNER'S RESPONSIBILITY TO EMPLOY PHELAN ENGINEERING TO PERFORM ON SITE VERIFICATION IF REQUIRED OR DESIRED. IT IS ALSO THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO ASSURE THAT TIMELY NOTIFICATION OF THE PROJECT PROGRESS IS PROVIDED SO THAT ADEQUATE ON SITE ENGINEER PRESENCE IS OBTAINED. LIABILITY IS SEVERELY DIMINISHED IF ENGINEER ON SITE VERIFICATION IS NOT PERFORMED. IN ADDITION, NOTHING IN THIS STATEMENT RELIEVES THE CONTRACTOR OF HIS/HER RESPONSIBILITY REGARDING THE PROVISIONS OF 780 CMR 107. OF M ;q �y ctiG PAULA. J' PHELAN JR. STRUCTURAL .n N0.42538 ��SSIONIM- DESIGN & PLANNING REVISIONS O DATE I DESCRIPTION �8 CUSTOM U ALIT` P 0 L SWIMMING POOLS 16, Wyman Road Billerica, MA 01821 (978)-663-8290 PROJECT SWIMMING POOL BUTLER RESIDENCE 8 JESSIE'S LANE SOUTH YARMOUTH, MA SCALE: AS NOTED DO NOT SCALE OFF DRAWING DATE: 5/05/2016 DRAWING TITLE POOL PLAN, SECTIONS, AND DETAILS CONSTRUCTION DRAWINGS DRAWING NUMBER 16116-S-1 C, THE SHAPE MAY BE RECTANGULAR OR IRREGULAR. PROVIDE HEAVY DUTY D. THE DEPTH SHALL NOT EXCEED 6-0". STAINLESS STEEL o ! E. THE RADIUSES SHOWN FOR THE DEEP END AND SHALLOW BRACKET (BY OTHERS) `t END SHALL BE AS SHOWN BUT MAY BE INTERPOLATED TO DEPTH. F. THE PITCH FROM THE SHALLOW END TO THE DEEP END #4 BENT BARS @ 6" O.C. SHALL NOT EXCEED THE PITCH SHOWN. EA.WAY CENTERED (TYP,) 6. THE POOL CONSTRUCTION IS TO BE IN FULL COMPLIANCE WITH THE 8TH EDITION OF THE MASSACHUSETTS BUILDING CODE, APPENDIX G. LISTED IN SECTION AG108 OF APPENDIX G ARE THE ADDITIONAL STANDARDS THAT WILL BE ADHERED TO, INCLUDING BUT NOT LIMITED TO THE FOLLOWING. %4" GRAVEL DRAINAGE j AG104.1-ANSI/NSPI-3, STANDARD FOR PERMANENTLY BED / BACKFILL ( INSTALLED SPAS A 10 1-ANSI/NSPI-5 STANDARD FOR 27 AUTO COVER VAULT SECTION APPROX. SCALE: 3/4" = 1'-0" RESIDENTIAL IN -GROUND SWIMMING POOLS.AG106.1-ANSI/APSP-7, STANDARD FOR SUCTION ENTRAPMENT AVOIDANCE IN SWIMMING POOLS, WADING POOLS, SPAS, HOT TUBS AND CATCH BASINS.AG103.3-ASCE/SEI-24, FLOOD RESISTANT DESIGN AND CONSTRUCTION.AG105.2, AG105.5-STM F 1346, PERFORMANCE SPECIFICATION FOR SAFETY COVERS AND LABELING REQUIREMENTS FOR ALL COVERS FOR SWIMMING POOLS, SPAS AND HOT TUB S.AGI05.2-UL-2017, STANDARD FOR GENERAL-PURPOSE SIGNALING DEVICES AND SYSTEMS i l THE ENGINEER'S STAMP ON THIS DRAWING QUALIFIES THE STRUCTURAL DESIGN ONLY AND ASSUMES THAT THE FOUNDATION/FOOTING BEARING SURFACE IS UNDISTURBED, OR PROPERLY COMPACTED, NON-ORGANIC SOIL WITH A MINIMUM BEARING ALLOWABLE OF 3000 PSF AND THAT ALL CONSTRUCTION WILL BE PERFORMED BY QUALIFIED CRAFTSMEN IN ACCORDANCE WITH THE 8TH EDITION OF THE MASSACHUSETTS BUILDING CODE. ALL DIMENSIONS AND ELEVATIONS ARE FOR DESIGN AND REFERENCE PURPOSES ONLY AND SHOULD BE VERIFIED AND APPROVED BY THE OWNER, CONTRACTOR AND FRAMER. ON SITE VERIFICATION OF CONSTRUCTION IS LIKELY REQUIRED. IT IS THE CONTRACTOR'S OR OWNER'S RESPONSIBILITY TO EMPLOY PHELAN ENGINEERING TO PERFORM ON SITE VERIFICATION IF REQUIRED OR DESIRED. IT IS ALSO THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO ASSURE THAT TIMELY NOTIFICATION OF THE PROJECT PROGRESS IS PROVIDED SO THAT ADEQUATE ON SITE ENGINEER PRESENCE IS OBTAINED. LIABILITY IS SEVERELY DIMINISHED IF ENGINEER ON SITE VERIFICATION IS NOT PERFORMED. IN ADDITION, NOTHING IN THIS STATEMENT RELIEVES THE CONTRACTOR OF HIS/HER RESPONSIBILITY REGARDING THE PROVISIONS OF 780 CMR 107. OF M ;q �y ctiG PAULA. J' PHELAN JR. STRUCTURAL .n N0.42538 ��SSIONIM- DESIGN & PLANNING REVISIONS O DATE I DESCRIPTION �8 CUSTOM U ALIT` P 0 L SWIMMING POOLS 16, Wyman Road Billerica, MA 01821 (978)-663-8290 PROJECT SWIMMING POOL BUTLER RESIDENCE 8 JESSIE'S LANE SOUTH YARMOUTH, MA SCALE: AS NOTED DO NOT SCALE OFF DRAWING DATE: 5/05/2016 DRAWING TITLE POOL PLAN, SECTIONS, AND DETAILS CONSTRUCTION DRAWINGS DRAWING NUMBER 16116-S-1 Ii 11.50 \ �' � / - � \\ \\ �� X 11.8 X X 11.5 3 /I X 12.0 1 i, - '"PIZ, X 11.6 P- R 0 1 D, 0 x 0, loe x 8.7 loolE x P R xq � G A R G I l000l _-A x x 10� kj 0 N, fo IN, �lz 1-k N, 111.3 3` 1 \ \„ 1 p 0 Z1,01 X 11.3, I U.w V 0 E X S F1 (3 0 <All, X 11.6 X 00 _x V ®X 11.5 X 11.4 0 Iq LOCUS INFORMATION CURRENT OWNER: JESSIE'S LANE LLC TITLE REFERENCE: DEED 1300K 26991, PAGE 110 PLAN REFERENCE: 149/11 & 176/21 & 220/157 & 647/83 & 649/71 ASSESSORS MAP- 51 PARCEL: A PORTION OF 102 ZONING DISTRICT: RS -40 SETBACKS: FRONT 30' CRAIG FIELD DATE SIDE 20' PLAN OF .LAND REAR 20' OVERLAY DISTRICT: NOT AN APD NITROGEN SENSITIVE SOUTH YARMOUTH ZONE: NOT A ZONE 11 FEMA FLOOD JULY. 9, 2013 ZONE DISTRICT: ZONE B & ZONE A-11 (ELEV. 11), DESC. DATED 6/17/86 PANEL #250015 0004 C EXISTING LOT SIZE: 57,775± S.F. MINIMUM LOT SIZE: 40,000 S.F. < 0.8\ 11.5 N X x 1 1.5 `a /� �� ,\� rf / „e / '19 C411 11.2 &%11) rY"ll glia. Nz. < 0 N, X 11.6 l< 11.4 I -X Cj < N, 0 X _A sus X 11.7 CRET U N D 4 xll/ -,(,x 0 D & * x r op .0oo HEL '00P 1.'0 .00,1 0 .00�'`\j/ 0.1 X 10.2 / .` X 11.4 V e '00000 '000 7 'y 141 *41 Y 190 .41 X 0.9 0 0<,. 0 9.4 of '40, /l0000, 6400P r 1000P de *r X 10.3 tp �>o x jp z '01 X 9.2 '00P 1. /Or 200 S.F. MAX 40P v < QW, sk X 11.5 IR 4' x .9 O PROPOSED APPROVED POOL DRAIN N PROPOSED FEBRUARY! 2015 x 9.1 LOT 2 — #8 JESSIES LANE -LOT 2 #8 JESSIES1 LANE x I/ I EXISTING RIVERF RONT DISTURBANCE EXISTING RIVERFRONT DISTURBANCE 100, 200TOTAL TOTAL IMP.1 000' TOTAL TOTAL IMP. PROPOSED HOUSE x x 1 DWELLING 3,100± S.F. 0± S.F. 3,100± S.F. DWELLING 3,S.F.± S.F. 3,100± S.F. 0/. 100± S. LOCATION DECKS 520± S.F. 0± S.F. 520± S.F. DECKS 520± S.F.F. 0± S.F. 520± S.F. SHEDS 0± S.F. 0± S.F. 0± S.F. SHEDS OL 0± S.F. 0± S.F. FEBRUARY 2015 : S.F.F . WALKS / PATIOS 192± S.F. 190± S.F. 382± S.F. WALKS / PATIOS 192±� S.F. 190± S.F. 382± S.F. -, 0� BITUMINOUS DRIVE 0± S.F. 3,278± S.F. 3,278± S.F. BITUMINOUS DRIVE 0± I Z 3,278± S.F. 3,278± S.F. 11.3 X 3,812± S.F. TOTALS .3,468± S.F. 7,280± S.F. 7,280± S.F. TOTALS 3,812± 1 S.F. 3,468± S.F. 7,280± S.F. 7,280± S.F. X 11.3 10.9 Ile LAWNS 4,694± S.F. 10,648± S.F. 15.342± S.F. LAWNS 4,694± S.F. 10,648± S.F. 15,342± S.F. PREVIOUSLY APPROVEDMULCH 0± S.F. 150± S.F. 150± S.F. MULCH 0± S.F. 150± S.F. 150± S.F. HOUSE LOCATION 22,772± S.F. 22,772± S.F. APPROVED RIVERFRONT DISTURBANCE PROPOSED RIVERFRONT DISTURIANCE 1po 100, 200' TOTAL TOTAL IMP. 100' 200' TOTAL TOTAL IMP. Ile 4'. DWELLING 3,697± S.F. 263± S.F. 3,960± S.F. DWELLING 2,972± 1 S.F. 528± S.F. .3,500± S.F. SO X 11.4 CN DECKS (<50') 178± S.F. 0± S.F. 178± S.F. DECKS (<50') 0± IS.F. 0± S.F. 0± S.F. .00/ SHEDS 0± S.F. 0± S.F. 0± S.F. PORCH 233± S.F. 0± S.F. 233± S.F. /001BITUMINOUS DRIVE 0± S.F. 0± S.F. 01 S.F. POOL 312± S.F. 0± S.F. 312± S.F. IMPERVIOUS TOTALS 3,875± S.F. 263± S.F. 4,138± S.F. 4s ,/ / \ \ II 1 ; ,138± S.F. SHEDS 0± S.F. 0± S.F. 0± S.F. BITUMINOUS DRIVE Of fS.F, 0± S.F. 0± S.F. >\ 1.0*1 IMPERVIOUS TOTALS 3,517± S.F. 528± S.F. 4,045± S.F. 4,045± S.F. 10. WALKS/PATIOS(EXCEMPT) 290± S.F. 110± S.F. 400± S.F. if x IN 1,400± S.F. 0± S.F. DECK (EXCEMPT) 1,400± S.F. LAWNS 2,185± S.F. 9,519± S.F. 11,704± S.F. WALKS/PATIOS(EXEMPT) 1,240± S.F. 210± S.F. 1,300± S.F. MULCH 0± S.F. 150± S.F. 150± S.F. DECK 1,250± S.F. 0± S.F. 1,250± S.F. PERVIOUS DRIVE 1,859± S.F. 11,357± S.F. 100ol 0± S.F. 2,368± S.F. 2,368± S.F. LAWNS 9,498± S.F. Z PERVIOUS TOTALS 3,875± S.F. 12,147± S.F. 16,022± S.F. MULCH 0± S.F. 150± S.F. 150± S.F. .00e 0 D !,7L: LLI iN G PERVIOUS DRIVE 0± S.F. 2,368± S.F. 2,368± S.F. CIO MITIGATION AREA 1,100± S.F. 1,512± S.F. 2.612± S.F. 2,612± S.F. PERVIOUS TOTALS 4,322± S.F. 12,226± S.F. 16,315± S.F. 1,512± S.F. 2,412± S.F. MITIGATION AREA 900± '41 /1 1.4 22,772± S.F. ADJ. LOT MITIGATION 200± IS.F. 0± S.F. 200± S.F. 2,612± S.F. REDUCTION FROM 7,280± S.F OF IMPERVIOUS AREA TO 4,138± S.F. + MITIGATION 22,772± S.F. <REDUCTION FROM 7,280± S.F OF IMPERVIOUS AREA TO 4,045± S.F. + MITIGATION I EXISTING 0-50' (COASTAL BANK) BUILDING ./ DECK OVER CONCRETE X 10.9 -35' -50' TOTAL EXISTING 0-50' (COASTAL . BANK,) BUILDING / DECK OVER CONCRETE CRET 0 35 1 DWELLING 18± S.F. 442± S.F. 460± S.F. 0-35' 35-50' TOTAL Jw 7/)1, BOUND X SUBSKETCH DECK OVER CONCRETE, 4± S.F. 440± S.F. 444± S.F. DWELLING 18± S.F. 442± S.F. 460± S.F. FOUND & 904± S.F. DECK OVER CONCRETE 4± S.F. 440± S.F. 4441 S.F. 904± S.F. X 10& HELD `\ \\ / / / / \ / X 11.0 PROPOSED 0-50' BUILDING / DECK OVER GRAVEL PROPOSED 0-50' BUILDING / DECK OVER GRAVEL �/ / L0-35' 35-50' TOTAL X 10.2 DWELLING 0± S.F. 0± S.F. 0± S.F. 0-35' 35-50' TOTAL X 10.9 DECK OVER GRAVEL 0± S.F. 512± S.F. 512± S.F. DWELLING 0± j S.F. 148± S.F. 1481 S.F. #0 512± S.F. DECK OVER GRAVEL 0±i: S.F. 0± S.F. 0± S.F. 148± S.F. AA 28 d", 00 N C ,A LOCUS BASS RIVER LOCUS MAP NOT TO SCALE FJ tier CRAIG A. cg FIELD No.38039 CRAIG FIELD DATE PROFESSIONAL LAND SURVEYOR PLAN OF .LAND TO ACCOMPANY A NOTICE OF INTENT #8JESSIE'S LANE IN SOUTH YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) LAYOUT PLAN JULY. 9, 2013 NO. DATE DESC. 1 2-19-15 DATUM CHANGE TO NAD88 REDUCE HSE./ ADD POOL MAY 3-2016 HEALTH DEPT. PREPARED FOR: PAUL K. BUTLER 22 DAVENPORT ROAD WEST DENNIS, MA 02670 pkbutler2002@yahoo.com P, --i BSC®LJP 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 2015 BSC Group, Inc. SCALE:, 1 20 0 .10 20 40 Fm FILE: 4960502—SP.dwg DWG. NO: 6086-06 SHEET 1 OF 1 JOB. NO: 4-9605.02