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HomeMy WebLinkAbout18-A107 0 ° _Y-'. TOWN OF YARMOUTH „,,,,-414 ,, ,. y V_ .. x 1146 ROUTE 28, SOUTH YARMOUTH, MA 02664-4451 �•RECEIVED L ' Telephone(508)398-2231 Ext. 1292-Fax(508)398-0836 OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE OCT 19 i ZO18 APPLICATION FOR YARMOUTH CERTIFICATE OF APPROPRIATENESS OLD KING'S HIGHWAY , Application is hereby made for issuance of a Certificate of Appropriateness under Section 6 of Chapter 470, Acts of 1973 as amended,for proposed work as described below&on plans,drawings, photographs, & other supplemental info accompanying this application. PLEASE SUBMIT 4 copies OF SPEC SHEET(S), ELEVATIONS, PHOTOS, &SUPPLEME TAL INFORMATION. Check All Categories That Apply: Indicate type of Building: Commercial Residential 1) Exterior Building Construction: j New Building Addition Alterations Reroof Garage Shed Solar Panels Other: RECEIVED 2) Exterior Painting: Siding Shutters Doors I rim Other: NOV 14 3) Signs/Billboards: New Sign Change to Existing Sign z0r8 4) Miscellaneous Structures: Fence Wall Flagpole Pool Other: SOUTH A. i-- Please type or print legibly: ( S -,N1 tit 1.r-r,J� "� . MA Address of oposed work: ,loA -%v G r&- Lc.-k) Map/Lot# i..2V . / Owner(s): �v •.3�\ \� -1 • J U..5S I(-) �tS,. LLQ Phone#: U(4 L� -1 %••3 1 �?U�1 All applications must be submitte by owner or accompanied by letter from owner approving submittal of application. Mailing address: 4' E SS 1t-=\ kr- ' . `1(1` 1,,..A\ N1Year built: - -' Email: K1�17 USC lL'�+ a"e"- V TOP' C'C . Preferred notification method: Phone Email Agent/contractor: J 0,WA., Phone#: Mailing Address: Email: Preferred notification method: Phone Email Description of Proposed Work: Signed (Owner or agent): C/� c1,-_,--- (--- 1 Date: 1 k " 0,) Owner/contractor/agent is aware that a permit is required from the Building Department.(Check other departments,also.) If application is approved,approval is subject to a 10-day appeal period required by the Act. This certificate is good for one year from approval date or upon date of expiration of Building Permit,whichever date shall be later. All new construction will be subject to inspection by OKH. OKH-approved plans MUST be available on-site for framing&final inspections. ct For Committee use only: 1, Approved Approved with Modifications Denied Rcvd Date: io-/9-/S' Reason for Denial: -- Amount 2,4C 'O, D Case: ,%,.... Rcvd by: L Signed: / /Or NOV 1 $ 7C-1 LZT:CLC) YAF'IvIUU fH • 45 Days: /0?--,3-1 e- • /e. I -, ‘ - ' OLD KING'S HIGHWAY Date Signed: bit 3/2.a/7 APPLICATION#: v Al 3 1 ,,,,t TOWN OF YARMOUTH ° ,� 3 OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE 1146 ROUTE 28, SOUTH YARMOUTH,MASSACHUSETTS 02664-4451 Telephone(508)398-2231 Ext.1292 Fax(508) 398-0836 /6 CE'/VE0 STATEMENT OF UNDERSTANDING NOV '4 2p,8 CHANGES TO AN OLD KING'S HIGHWAY APPROVED PLAINOUrr !'t'�'P`141£` ,.t,Ci 'i As property owner/contractor/agent for construction at /6 / . '- b c d c1 /K) , Map/Lot lae/4. t C/A#18 - A 1 0 7 Approval Date: //-/,3 !/ g I certify that I understand the following requirements regarding any changes that may be required for this project: In accordance with paragraph 2(a) of section 1.03(General Procedures) of the OKH 972 CMR Rules and Regulations: Only minor changes may be approved by the Committee without the filing of a new application and a new hearing. Minor changes include alterations that can be done without a detrimental impact on the overall appearance of the project such as altering a single window or door change or a minor change of colors. All minor changes by amendment will require the local Committee's or its designee's approval. All changes to previously OKH approved plans require notification to and approval from the local OKH Committee. Change requests must be submitted to the Committee in writing on the appropriate request form, which may be obtained from the OKH office. All change approvals must be obtained before incorporating the change into the project. If the change has been implemented prior to receipt of OKH approval, a Minor Change approval or Certificate of Appropriateness application for the revised plans is still required and will result in a doubled filing fee for the appropriate category of work. Failure to comply with the above statements will result in the Building Department issuing a stop-work order or delaying issuance of an Occupancy Permit or final inspection approval. I have read and understand the above statements. AP '`ROVE'? jS-----\ / Q Nov 1 ?r Date://(0.°7 i Signed: =/ . YAioivvu rH (Owner/Contractor/Agent) OLD KING'S HIGHWAY J Signed: (..1 - ,• - . 2 (Chairman, ed King's Highway Committee) H:\OKH COMMITTEE1Application Forms\Statement of Understanding 2015.docx Updated 1212015 GENERAL SPECIFICATION SHEET Project Address: FOUNDATION: Material: t;,pk(_,V t Exposure(Not to exceed 18"): 1."-- CHIMNEY: CHIMNEY: Material/Color: vti\, GUTTERS: Material/Color: Uiik, t/\"1.-- ROOF: Material: O)4V' e rk- Pitch (7/12 min) Height to Ridge: �j� Color: 1'1 `` Ce 1 SIDING: Material/Style: Front: �r SNo,ikt� Sides/Rear: G( ck&G t.-C( COLOR CHIPS Color: Front: p,.a Vr c A Sides/Rear: 'A,c,->S )(GA-k TRIM: All windows & doors to be trimmed with: cx4) 1x5 (Circle one.) RECEVEDLMaterial: \,;r..' . Q' L.-- Color: � `` ` T OCT 1 9 2018 DOORS: Qty: Material: --c%\::)Qill c; iColor: i J YARMOUTH Style/Size (if not listed/sh wn on elevations): v', K\_,,v-- OLD KING'S HIGHWAY 1 1 STORM DOORS: Qty.t31 Material: Color: GARAGE DOORS: Qty: ` Mat'l: t OLl'ilci ( Style: Color: WINDOWS: Qty/side:: Front: C\ Left: \--4Right: LI Rear: 0 Color: t Manufacturer/Series: IS/lit amt 6 CO& 'Lo SQ.v ti) Material: L)\\1.)19,-- \)1 k' ) _ Grilles (Required): Pattern (6/6, 2/1, etc.) "'- 1 Grille Type: True Divided Lite: `, Snap-In: Between Glass: ✓Permanently Applied: Exterior Interior �E ��Y�'D STORM WINDOWS: Qty: 0 Material: Color: NOV 14 2018 SHUTTERS: Mat'l: _ 6 Style: Paneled Louvered _ Color: IOWN CL SOVTi-1 YAr�I�'1 UrH, SKYLIGHTS: Qty: v Fixed Vented Size Color: MA rr DECK: Size:3D �y., \ Li Decking Mat'l: Ytil G\\u \c'``� Color: V`��jrC Railing Mat'l: C4 1—L L Style: i SOIL TEST PIT DATADRIFTWOOD LN. NOT TO SCALE 500 GALLON CONCRETE LEACHING CHAMBER (H-20) GENERAL NOTES Z LA NOT TO SCALE 1. THIS PN IN ONLY INTENDED FOR THE PERMITTING AND CONSTRUCTION OF THE p J SEWAGE DISPOSAL FACILITIES- _ TEST �_- PIT ' TEST PIT - - ONSITE SOIL EVALUATION 4-PERFORATED PVC 20'ACCESS COVER o FOLLOWS CRD.EL. 36.5 GRD.EL 32.6 W/SCREW SCREW CAP TO ExTEND DOWN TO WITHIN 3 INCHES 2. ALL CONSiRVCTION YETIODS ANO MATERIALS SHALL CONFORM TO 310 CMR 15.000 m SHOW 0. N/A SHOW EL. 70.6 TO NATURAL SUBGRACRUXOF FINISH CRAZ • /.-//, �. � LOAM AND SEED AND YARMOUTH BOARD OF HEALTH REGULATIONS. N 4 POND DALE: JANUARY 14,2016 TEST BY: BSC GROUP,INC 5'DIA KNOCKOUT(TVP.) ALL DISTURBED AREAS (47 3. THERE ARE NO KNOWN CR PROPOSED PRIVATE WELLS LOCATED WENN 150 FT.OF THE 0 A A i WITNESSED 52. AMY VON HONE,R.S..010 1_1 , , PROPOSED LEACHING FACILITY. SANDY LOAM • SANDY LOAM / /2'TAPER , � 2.6Y 5/3 2.5Y 6/3 �-•-r LICENSED SOIL EVALUATOR: KIERAN J.HEALY,PIS ' CONC. 12-36'COVER GREAT WESTERN RD. EL 33.8- B' EL 31.8. %9' PERCOLATION RATE 3 MINS/INCH �� I RISER `■I N. IF AN OVERDIG IS SPECIFIED.REMOVE ALL TOPSOIL SUBSOIL AND OTHER UNSUITABLE O B 2 B CLASS: CLASS 1 *MIA. rHe.5�--2'LAYER OF I/8'TO MATERIALS. SOIL!! 00 00 0 4� 00 00 4�4 �� /, 1/2'DOUSE WASHED LOAMY SANS ' LOAMY SAND / LT,AR.: 0.74 GPD/SF, 00 00 000 m0 00 m Nm O o 0 \11\\ tOYR 5/8 10YR 5/8 i ��{�I �,;� � STONE ABOVE CROWN 5. IF AN OVER=IS SPECIFIED,REPLACE ALL EXCAVATED MATERIALS W RN TIRE LIMIT OF WHITES PATH OM 00 000 00 00 ! 1=10 [71C:11=1 '-.4--4-' OF PIPE EXCAVATION NTH CLEAN GRANULAR SAND.FREE FROM ORGANIC MATERIAL AND LOCUS MAP 0.313 '!��!"'`` ''`38- 0.2A9�!,i/!/,i!//,l µ. 00 00 000 00 00 �CVE r t,.�. 0 0 0 0 o ;;,,i7..: , 3/4'TO 1-I/2- DELETRIOUS SUBSTANCES. MIXTURES AND LAYERS OF DIFFERENT CLASSES OF SOIL LEGEND o0 0o moo 00 0o DEPTH = O l� CD I 0 ' DOUBLE WASHED SHALL NOT BE USED. FRL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 NOT TO SCALE :1114 tL��‘--- _.._.STONE 4a.cROHR$ -.- WCNES. A SIEVE ANALYSIS USING A 4 SIEVE SHALL BE PERFORMED ON A 1 CEIVE D REPRESENTATIVE SAMPLE OF PILL UP TO 400 BY WEIGHT MAY BE RETAINED ON THE V.F.LOAMY SANG 0.2B•10 Y.f,LOAMY SANG 7a' i .J UNSUITABLE 1 B-6' I 4'-10' me REPRESENTATIVE /4 SIEVE SUCH ANALYSES MUST DEMONSTRATE THAT THE MATERIAL MEETS EACH OF 2.5Y 6/3 2.5Y 6/3 i MATERIALS FRONT VIEW 72'-1 D' 11.1 THE FC LOAWAG SPECIFICATIONS: tor OF VA 10/20X STONES 10/20X STONES i (TO BE REMOVED) 10076 MVST PASS/4 SIEVE a? 4_. IDE VIEW YE�IGAfNL\LAIR W ROSES: 9 Q 10X MUST PASS/50 SIEVE NO NO PERCOLATION SEAASOFIALD HIGH 1 THREE ACCESS COVERS PER SYSTEM SHALL BE RASED TO WITHIN 3 OF FINISH GRADE. OCT1 ZO V 0-2070 MUST PA55 000 SIEVE �$ Grva 61 GROUNDWATER GROUNDWATER TEST RANGE 0-5X MUST PASS/200 SIEVE No 46700 EL.215 OBSERVED 156' EL 20.8 OBSERVED a 144' GROUNDWATER 2_ CHAMBERS SHALL BE 500 3 OEOTEXTILE FABRIC NAY BEALLON USED IN UEUING OE DOUBLE WASHEDIL TOONE.BY SMOREY OR APPROVED EQUAL. q'Pp 4FO15Ti:P�O QVW� YARMOUTH EXISTING LITIUTIES WHERE SHOWN ON THE PLANS ARE APPROXIMATE. THE ENGINEER FFSfONA1y GOES NOT GUARANTEE THEIR ACCURACY OR THAT ALL SUBSURFACE STRUCTURES ARE //'' , Loo `- OLD KING'S HIGHWAY CF U1�ILn1ES 8840�TURES RITMN T;E I MST OF WORK PRIOR TOAND TTHE AR ON OF O� }� �t / / ILONCR�TEI�1ilUI�D CONSTRUCTION. IF ANY DISCREPANCIES ARE DISCOVERED OR FIELD CHANGES ` � DISTRIBUTION BOX DETAIL (H-10) /,� �,' TO BE SE1 \ / RZDJRED.TILE CONTRACTOR SHALL NOTIFY THE ENGINEER NYEDATELY. BRIAN YERGATIAN DATE NOT TO SCALE j „../ �CONCREIF/ h,..1... .-__ � 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY COORDINATING THE PROFESSIONAL ENGINEER REMOVABLE 6-MAX Ppl,/ BOUND/ �- S$3.30.�00"/ .1F_/1 PROPOSED CONSTRUCTION ACITMTICS WITH DG-SAFE AND THE APPLICABLE UTILITY COVER n¢O,/ / FOU•6 �'{A )69,07 ,. COMPANIES,AND SHALL COMPLETE THE PROPOSED WORK WITHOUT ANY INIERUPTIONS A1\‘7,- ."-:41,1, I !R / INV/IN=28.65 / IN SERVICE. • �` / / / �"� �r1,00C GALLON HDPE RISER -T} -'r %,-,T�/' OO4 ��- H=10)-LEACHING. r'il a CONTRACTOR IS REQUIRED TO NOTIFY DIG-SAFE,PER MASS.STATUTE CHAPTER 52, 121- _I / '/- /, �.o�Q /��4 •-=� ( SECTION 40(1-885-344-7233)A MINIMUM Of 72 HOURS PRIOR TO IRE START Of SEPTIC SYSTEM 2-WAL15 J. 1-.--- I f` I // SJP.' o�O. / /... r���- ROOF DRAIN / / CONSTRUCTOR. 1 ''tri ��" ' /.�//'(. P�/' �00/A /C//'7�\\ - _� PROPOSED 9. THIS SYSTEM IS NOT DESIGN[0 FOR THE USE OF A GARBAGE GRINDER.INSTALLATION DESIGN �I I T' C j,A,1Q✓/ / �' 6 p� `t ` 1 DECK// / OR USE OF A GARBAGE GRINDER AT THIS PROPERTY IS NOT ALLOWED PER 310 CUR 5-1/2' 0 0 I (S)cR DA. 1. O'.j/' �e "\\), --_ -/ PROPOSED I / / 15240(4)- 000 13' TVP. DOTS • / `Q/ / (�' (C \ r`-- GARAGE / 3' WAN. /AY 11-1/2' i / �� 7+ `�/ �I SLAP=30.2 / �. 10. SOME ADDITIONAL GRADING HAS TAKEN PLACE ON THE 511E SINCE THE ORIWNN.F1EI I • �' /' /�( / �� , / / / REMA WT TO PI TG1 wolaH WAS PEAFOIBIED. #164 DRIFTWOOD LANE : ia:%cic -� yam' f i g /F� / / (� 'e / Y BOTTOM STTABLE BASE5'MINIMUM ,/``e.• /'' ,4 1`1.1'1 /�l / #164 � �/ `� f I ;l" I �4U'0�,��V� IN 1-1/2' / 7 . ! �, CRUSHED STH)FPLAN NFIy // O�i,/ //�\� 40...05.."°:',CO PARCEL 27-C / '/� / / / - // �' / bJ SEGTON,SEW ,s�QL.%/ • •o�oo / �' 140- ,. 68 5141 S.F. // `moo'`° // a'' y,, oP`' YARMOUTH PORT o ' L / / /� MASSACHUSETTS NOTES • / <�7.) ./ 'C % ` � #'164 PROP. , / • � Qv / / / / ,- ,./... ..., 1.57± ACRES 6-BEDROOM / 7 6,44)' /� / 1. PROMDE INLET TEE CA BAFFLE WHERE SLOPE OF PIPE EXCEEDS 0.08 FL/FT OR e' DWELLING / / \�' (BARNS'1'ABLC•COUNTY) IN PUMPED SYSTEM, /.'- /yC' % 48,992± S.F. UPLAND T.o.f.=3..0 , p� / / / J~4}. / �', . 2. FIRST TWO FEET OF PIPE OUT OF DST.BOX TO BE LAID LEVEL ./ - /1rGG� %1'P. SLAB=22.D , ,ya �, •4.' / / F, �wy1 PROPOSED 19,522± S.F. WETLAND INT!ouT= :,sq , o��6. N./ 3: 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL 8E WATERTIGHT. �Q Q RESERVE AREA - / I► "� 70 W��' O -1 4. ALL ALL UNUSED KNOCKOUTS WITH MORTAR. /�O '.(/>' O t2.83'x50.s' ,i••• j Illei�li 4'.F' - 72.1b'o W 137' R V SITE PIAN fjY? - _ -- <. PRO OSED 1,500 GALLON �� -it / ;, , 583'08 21__ / /fa EIV `p S. CONCRETE COVER SHALL BE RAISED TO WIT/M a INCHES OF FINISHED GRADE. / • I . _ H-1O) SEPTIC T NK / - '� ! �L / , \l/ / // --- --- - - INV-IN-'28.25 - - i • / - - INV. 0117=28-00 / s 36.3 % Ink , // � � / % a' �f !/ •o f% >6 / NO + APRIL III 2018 1 DESIGN CALCULATIONS / 5' -' ROOF ` `~_ Of" .p.'s: ,/ • / \l/ 1 ZO -- OF51011 ROW 1 % • 6- - - /' / /17 -. / �. �/ /- R=16.72' !� PROPOS a, ( tp) 1 , / 7 m // / (J T°/FN 6 BEDROOMS 0 110 GPD/BEDROOM-680 GPO / L=29•56' - INV IN''7 / l J�' ',� /�/ LIMFf'OF 1 \l/ EXISTING TOST ARMO FRH/ RFOUIRFn SEmiG TANX 1 PROPOSED L6(LCHING (5) " 11?�!`�i9Lt11SiIYlIL � - '• Z 4 INV, IN 2:.8 / f 4. HAYBALES I "- M l� R=16.72' CHAMBERS 1 83'x50.5' 01�� I ( 63: l ` . .. OF YARMOUTH UTH, MA y 660 GPD x 200X- 1.320 GALLONS f INV IN=28.75 i 8: -2____f%I,_ 1,0.. '110N-� A - PIER USE 1.501 GALLON SEPTIC TANK L= 9.72' _ - - / 1 / BOT. OF CHAMBERS 24.75 �� 30.75 (H-70) L HI G PR 3 1 \ , I "DILAPIDATE,' RF. 52 GI%F OF RFOVIRFD I FA(:HING FACILITY 182• J"/ 1 /` ,l `�/ ___� NO. DATE DE$C,. _ -DESIGN PERC.RATE <2 MIN/INCH - "_ 1 6/14/18 6 BEDROOMS � LONG TERM ADPL RATE: 0.74 GPD/SF 679• !/ !ith4t .-- •••,/a“.1/- � �- '-1_ x� -.r.,r1m1R11i11 I(�}{}1iMD- ' --- ----- X SRO GPD•0.74 CPO/SF-892 SF -- --- 38'00"E 96.5'9' ' E J E _ T ....--13c1-'"F.5 28.6 , / V , (J1" Lti;llW„u' fr+ i" o y - - - - SI7F OF IFACJIING FACILOY PROVIDED -..- •E / - _-TC Tr( t - 1 t �/ ` - - - -- e. - 30.3 _/-----,' 1 L a M USE(5)500 GALLON H-20 CONCRETE LEACHING CHAMBERS IN TRENCH - --_ - _x_-- /1D /y NE -r, ` ' CONFIGURATION WITH 4'STONE ON ENDS AND SIDES. - ------ ----3-13- -.FI- (\/) LANE -� , -0 y F� `m SIPODEWAMLLRAR 52 z(z 1x(60s+a�i.8�j)-zs3a S.F. ,___,�,_ - _-_- 313 �/ `l��'PUSL!Y �IABLE WIDTH __----- - 0 �1 0 * NOV 1 1) ZQ i lP r 53 eQ EFFECINE LEACHING AREA-SID, S.F. _____��..- �l O p T - �n ' OO YARMOUTH SID, S.F.X 0.74 CPo/SF.. 667 GPD(INSTALLED CAPACITY) , f"'-=_ --- - -- - ' -+o �1p oyc c �, OLD KING'S HIGHW, �" 867 GPO> 860GPD(7 GPO RESERVE CAPACITY PROVIDED) ,� • / 1 0b C ,••'1 O-TTI N n 3 c�r_ '^� T -- o. � TI NIA VARIANC 'EQUESfED • BENCHMARK fP5 Cl C. �� a a B TOP OF CONCRETE O O .4 O O = 1.500 GALLON SEPTIC TANK (H-10) BOUND. ELEV 32,14 O U 21 $o S)1LEV NOT m�Att LOCUS INFORMATION f0 N� �o 7"$ NONE PREPARED FOR: PROPOSED i. b TOWN OF YARMOUTH Mr- PAUL BUTLER u NOTES RAISE AT LEAST ONE EXISTING COVER OBSERVATION C" CURRENT OWNER: JESSIES LANE LLC O TO ALLOW THE TOP OF FOUNDATION(ELEV-31.0)TO BE 1' SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE. 1 TO WITHIN 6'OF FINISHED GRADE PORT PAUL BUTLER, TRUSTEE X-1 LESS THAN THE HIGH POINT(ELEv-32.0')OF THE ROAD. 8 JESSIE'S LANE 2. SEPTIC TANK SHALL BE CAPABLE Of WITHSTANDING H-10 THE RISER SHALL BE 18'HOPE PIPE O T A 3'VARIANCE IS REQUESTED, SOUTH YARMOUTH, MA 02664 LOADING. Sll y TITLE REFERENCE: DEED BOOK 29501, PAGE 44 1 ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION e'LLA, CaOC.COVER , �.= pkbU11Bf20O20yOhOO.COm SHALL BE WATERTIGHT. SYSTEM PROFILE 4- TEES SHALL BE SCH.40 PVC AND SHALL BE LOCATED PLAN REFERENCE: PLAN BOOK 666-75 a. _i CWITHINOREIL 12'OF TANK WALL AND ACCESSIBLE FROM TANK ���•v=��•.�m.�i��p,v��ro v=jay♦ �Tl�• NO I m SCALL 1 �/ / 111B (W� GROUP T� �i \ ASSESSORS MAP: 128 DJ `V•w1L,[�,ll,U IL.� 5. FILL ALL UNUSED KNOCKOUTS WITH HYDRAULIC CEMENT. PARCEL: 15. 16& 17 L-97�PVIC 4• m P EL-31.00 50.01 10'-6' Y FIRST PIPE LENGTH 349 Route 28,Unit D I- " � TOP FOUNDATION ZONING DISTRICT: R-40 F>'1 TO'-0• ! ' -. a� W.Yarmouth.Massachusetts :� ��$+� � SETBACKS: FRONT 30' 'c �^ TO BE SET LEVEL FINISH GRADE 70• {�+ SIDE 20' j=• lama I ' FOR MIN.2' 30.75 - L REAR 20' 8 REALLY 0. Sao: L.1S.FT. PVC02673 T l 3• VIA Ia.4.Is 5=O.D2 4.SOL 40 PVC OVERLAY DISTRICT: O.K.H. �� 508 778 8919 le 4QUID • S'-8' NITROGEN SENSITIVE w,,�4W0o,ya11111.21:', -! _ _7 �\ 4'-6' LOCATE DEPTH ZONE: NOT A ZONE 11 T TOP 27.75 V 2018 BSC Group,Inc. 5'-B' )O O ( EE FEMA FLOOD / 0 0 0 0 0 00 00 0T SCALE: 1 - 20' ,y�J -e78 00 0j_1Ow/SASBA:_1 J' ZONE DISTRICT: PANEL#25001C0583 JZONE X, DATED JULY 6. 2014 / / 'L/`// • I-2B25 ` i ELEV.K27.00 0 10 20 40 •1r r I-2.87 BOT 2175 LEACHING 4.0'SEPARATION REQUIRED CHANTERS d ,� MINIMUM LOT SIZE: 40.000 S.F. / DISTRIBUTION 4.15'PROVIDED u //)/// SEPTICTANK BU nLE:F 4B9S9(10\CiYI'�49958-Ip EXISTING LOT SIZE: 88.5143 S.F- r �•�• 42 20.6 DWG. NO:8332-04 IMEir PLAN VIEW CROSS-SECTION VIEW MAGNETIC REFLECTIVE TAPE SHALL BE PROVIDED ESTIMATED SHAW.(BOTTOM OF TEST PIT/2) SHEET 1 OF 1 W THE TRENCH OVER ALL PVC PIPING FOLLOWS POND FI.EVATON-W1W 1.6 .ITR. NO: 4-9958.00 I10x 26 CIRCLE HEAD ATTIC VENT \ CORNICE \ / ASSEMBL-- 12 12 j NIO 10� •- itiffrA).. .„,________ __ GEILINS HEIGHT �r a '�.:: MC.L" / __n_ ___--_____ _ OCT 19 2018 ry1NCO,N -F---�- . IbFITw / 1"t � 6 YAKIv10UTH .76 9HI SIDING - _ OLD KING'S HIGHWAY "7/ 12 12 5.5 i�io..artgr::u`. nuK._ ...�.:n... rm 1 ' ''''.�. ...u..r...■nn u.. ....:::=7:11" uu.... a.....r 3 j .T.ri.T SECOND Q4s SECOND FLOOR -as n..ruu■rrrtL■■ ■.�..�i.r.L.rryr111,■IiiO __FLOOR CEILING HEI6HT f ---ir 1660m_ . HEIGHT — H1 --- ----- — iV _ _—_-.__ _ om_.—._ T 9 HANDRAIL 4 BALUSTER! — - _ - 4 - HANDRAIL i BALUS i 413 -�'-���- FIRST F.,.R Ill,flllllllllll __._ __ _.—_--__- - - rneB�TL-»s rt _ -7-7-__:_-_-- �_B�',�III�-I IIIIIII�II — NOV 1 3 2018 -� -- - - YARMOUTH OLD KING'S HIGHWAY RIGf—iT SIDE ELEVATION SCALE 114'.I'-0' tt-wool, Sr S R EC}..iv�® Nov 14 2018 ._,L.,,,,,..±._, = SOOT OWN ULERK � `, - I H YARMOUTH MA /1�5+���iY. �f�A�I .i1�i - SHINGLES AS SPECIFIED- r■1r■■■ ■.. I MCI lgrirll�■12 ■ it_: Or.■u■■Il�ru o�iii�■iiT•�'@i■i:�.l a NCIE �.10 I■ �■. ■■1 \I lO • ^lO 10F 111111:111611M111MIME ■ ,�r� /��\ ram■■ -7-1_.: `I ^ tin■y—�o�rltiu Jam\ MI a �/ :� ■ REG.GEILIN6 HEIGHT r■■.■.■p ..■rA■■.r■ ru:■�■:rill .wr.u.wl L.�rrm.r■r. , -: '-- -- } - r.. CEILING HE16+R' MEM ■ ■ I�■■■�r�■r■. .■r■ ■r.Y■■.I .. Ft1TURE REG.RM. �■. I — ... ,, WINDOW -■ WINDOW HEIGHT ' II���I ■1r�10 r�i ■ 1 _11 . HE16Hr I I I■:+.�� I 11171711.11111u.0 ■ 11 It 1 j r■.I... . ............ l... -.._L-rr,. n I - „ r11, rir■■u■■I ■■..■ ■o.ru■ ror■f ■ I h w■r 1 O rur 11.■ I■■■■un■■■Ir.IMIUMNROOMMBr■■= . ■...■ali. ' LST i` ■. . rr.. .. .■.w■ 1 ..■.■Y ...r�■.y m...r...r. iiiiiiu:Fiu1.. ■■■■r.■y�.'�'i■'� 11� pima; ... :.........f r.M .�...w.. 12 TI■■■_l. ■..■L,■Y 4 .. a i. a 3.■ iu....uswr...' 95 illi■,-_ .■.+■ - illi. . r■■ ..illi■ i�"li.u..y�ur AT .... ■■...-.,- ..Oo� 1 ur■■■.0 r1111111111111.11.1•_.• .mr. 7:67.7 �■■. r1.01. u SECOND r:��:.� t:i:.x SECOND FLOOR\ Fu Ib RE - .FLOOR ■■rrr.r=■■■ t.■■ ■■r �L FLOOR ,• ..•+rir?urrou.uiiv r�� J• :-_ ■M.fr■11■■r..■ ■■� _ - - .L FLOOR ..:SYR +:��.�N...�r i� :u .rano.. ni.�Yi'i .._ .�-_. 1 CEILING HE16HT CEILING HEIGHT lt ----- ------_-- `y ., �. r d rr _It •or si WINDOW ——– --- – - - -- - `" _ —_ I =T o -_ WINDOW HEIGHT HEIbHT -- -_ _ - _. -_ ---, , _ r _ ,, MODIFIED BY NAME Q 11 .. I - I L—J l—'I i _ — — —� �� .�� 4IIIrr BUTLER w m .. I �.�.. _ _ m oEslc>rI VICE NUMBER T�� ��'�Y I� 0 i [. a 1111 ° 1111 °_Mlir 0 _ :SIB L.byY..e Ha.Wqub.MN 55191 2017_176 FIRST�FLOOR ai. I PROJECT I _ - - -- — L I A JIJ FI- T .. 141■911BB-5119 Fa 051)60,5050 \ 111 --- –_ _ - -��� -•—r"�. - • --.-_.—. - --- - - -- GARAGE FLOOR 1 - - - -1� I f Important: VERIFY wlrH LOCAL `�_ = I k� t•L--- -$ +-=1 k1 —f Contractor/Builders shall verify all conditions and SITE CONDITIONS Ii 1 • dimensions before beginning construction.Any i1 \I II discrepancies shall be reported to Lifestyle , I rtoop sisrs �V / Design Service for justification and/or corrections I\i BRIG1'. C. Q ` \,>-fir : before proceeding with work.Contractor/Builders -•ENE:R 1`/ \VS�' OPERABLE LOWERED 8"GOWMN WRAP OVER •HANDRAL 4 BALUSTER shall assume responsibility for all errors that are SHUTTERS TREATED 4'POST OVER not reported.(888)266-3439 I4"NEWEL POST - ` ‘..PJFRONT ELEVATION ALL SECOND FLOOR WINDOWS ARE TO BE SPECIAL .,..,_e : 1/4•.1.-0" 2/4-4/2 CASEMENT WINDOWS TO MEET EGRESS '., ,'''''".x. P1�'''''' W,''."', '''''''''''''''"''''''''.7------------— ''''''''.,', .,N.--- a.a---—K_------...,.., V I L L I A M E . POOLE DESIGNS. I NC. . ar.. ... .r .OPiT-D.rE-.N "•—, .... ......11RIL01...1....W11,a.a1n....,.,.oM. OAK ISLAND PLAN #HT-104 �, r. 4 OCT E----i _. . .„6„....ex, • • Fan IN-Ed I' CEILING HEIGHT 1� O RE f WINDOW HEIGHT` YAI`MUU•1H WINDOW ." — - — OLD KING'S HIGHWAY HEIGHT . I 80T 6 12 ". 5S `♦jig n..atlEFOTAI SEGO c FLOOR .s/IIQ::Vera.mariwii. f FUTURE REG. FLOORS CEILING HEIGHT f WINDOW -. - — - - _ — — I I _ WINDOW HEIGHT HE16HT — — _ 4ck\k��. J o:;,- I-II 11 1�� ' Illll�11lIIIIIIII II1111, mrici--,....,, _ ! � �4PP , �, 1 FIRST LOOR -� - - 1 - _ -. ■.a 111 /\':'':�E FIRS !Oa.- _ .� q o GEILIN64 (14/VS) 1 I 1WINDOW ° _ 1 �V NOW 1 3 ;; WOOD STEPS Z I REAR ELEVATION YARMOUTH fr q - I I OLD KING'S HIGHWAY l HANDRAIL a BALUSTER 'WOOD STEPS FLOOR I I RETAINING WALLS AS REOECI IST LOCAL SITE CONDITIONS GUILDER TO COORDINATE p1� 7 1R A56EMBLY 1017 �IO I�OIfAD ATTIC Vl.NT AlO� �O+V k. so �t UTH WN C,Ep YARmou 7,4( alail _ --------- NNaigjailliiiiraWiall RGEILIN6 HEIGHT 3. . . . -. •• MS1 GEILIN6 YE16HT SMAIN HOUSE ----1—r— WINDOW% WINDOW HEIGHTHEIGHT \6„FLUSH SHIPLAP SID'NG a?O \. COPPER WATER TABLE T 7 F. ; 12 PITCH TYP. m (SECOND;(AOR 4`�� --------- ` A O.�URE_5 �'--.1\: ���...._._�_.-_��\\�53 SECOND FLOOR ?T`GEII.IN6 HEI6FT _ _ F-t __( CEILING 14E1644{ 1 f EI6HTI HOUSE WINDOW - -- - --- • - WINDOW MOOIREO BY NAME HEIGHT - - _ HEIGHT BUTLER it - - �41 PRo Ecr T § HANDRAIL 1 BALUSTE - Q DESIGN SERVICE NUMBER s 6 - r •. ,p 25r865)2813538 Fx( 1 AIN 85301 2017-176 -,if ` - _J - L Ft 58Le,.HA F.,651)8026050 LJ Important: 1 FIRST Contractor/13uilders shall verify all conditions and _ _ I -_ dimensions before beginning construction.Any :1T - I T—�- 1 -- --- discrepancies shall he reported to LifeStyle Design Service for justification and/or corrections LEFT S1I,E ELEVATION before proceeding with work.Contractor/Builders shall assume responsibility for all errors that are 5c.SLE. 1/4••1'80 not reported.(888)266-3439 ALL SECOND FLOOR WINDOWS ARE TO BE SPEC•-v._ 2/4-4/2 CASEMENT WINDOWS TO MEET EGRESS 5rnm3w•,5.65.5.rm.)..•A.CA.MO,.��: 3..,W.xor•. . ....Oil LIMp commalam 85.3ON... �KIT3...,�•.'MA van..K.om3.55,maw s(um......6..•,16 WILLIAM E . POOLE DESIGNS. INC. 001•011.411 AMI hf•Tr14,4,4.4411..,...a�.�3�•�.4..,.�r4....v....�..,,..r.,,,....:—„,—,....,..„.....---------- R.* 10.IN...3,•�.. .4444J404114/4114. w : �. OAK ISLAND PLAN #HT-104 1 , 5 ._ _... l ���sT (� ChsG • • • ,illi°, I 1 C ItOx 26 GIRGLe hEAD ATTIC.VENT_ GGRNIGE -'- -------_____.----7-56-7- / 1 : A555`�BLY - r G(.A55 12 - N, 12 __ / LHIMeE'! \`1 C4J:,____/„ N., `,Cr r �� M.. ' ., ___. L EL NGEGHT ..._- ,rsr.- % �\ ` •�--_-- E7 1 Y 11�f— ---- =�- /9PKNV4QUU //.! oon p.��—• � p% T _ :r�u --• �o — /-i = N.. ��'F/rII +. Q , , 61 2'i -Y 12 I [ iH--- ' �dt Qss m I I I • 63 12• ,oSECOht7,Y?LGO(t .. Vr.msau•••• �rrisnm • �' FLOOR 4c t -- �.,-._—._.—._ • _ I 1GEILINSt HEISI1 _- _ -_ ", __ �. __"�'.� ._---_- ` --_- + I I Ij q� `C./ �f ZD ill n cri _ _,-__ ____.. _. Ilett I `t IHI �_ mi.____.._ ^ HPF DRPIL a 5AL nTER r e ; a HAI•ORA,L 4 BALs-ro• __- 1 // rI' 1 -'''-..---- .. _^ _ �0��� 'iilfi'm IRK T i as.n . ice . . m1-� —' ` _ '/ ---- - -= urL' Ili '9 ' 1010 1 I !I-1.1...N.,,,,...- )RST}FyC�.. r 111111.11, , ` -. ._ ._- — .' . __ --_ _ 1 LGLV'cRrx DOOR ,....L ! �- ( �� RAISE,PANELS 1 OPERABLE VY>OJ II 11 b.-4. 2"NNITE OAK SILL 1 fiR.ONT ENTRANCE 1,E TAIL JAN RECEIVED 6 \ ZOO I.OP" LO.NEW LOEW '-I^OO2 5TEP5 5.s_,3/4".I'-0' rAKUTH OLD KINGS HIGHWAY azlcr. I GALE, 1/4•=1'-G" GHIt Y--V m OLDKlWS H ` lGNW0,Y 7 i nomOM raeu - � tt alm.inv■ou mIkie.e u r RECEIVED f-�i1i:6LG5 P5 ScEGI=iED H wqW vaI D aerie Ott+. lI .0 �miI FEB 73 2028 •_-, _. '2 _ •l�E1WOBISte 2 12 • aa.��afair. r .. 10 _ '� t�ttoii 10 12 L z ICN. m1lrAif�TM bbViNrgR R=G.G2:LIN6 HEI5HT �1.. - 1 �auar.�� dpi/�� �10 �awan iiia Mit - A� I . rglR ��t1■ GcIL:NG +•EI6!iT Fu P.E 2FG.R.I. s.. i• ',I -----r— it - a.�ear_, ■_■ i ....„- ��( KINDOW ...... KNOCK HEIGHT t—®.o " --, ---,-Li i. ; ! I i ,1 ._. wam..'.:.Ri.' ■I■ I —©. fL \ HEISHT '�'� imS.an �WWrI f�..J..I I'l� �'(''''( wu.rsur nra.a.o... �� 1 I I nl _ .'��Im.0 unl' r i .. / ■ L�___1 R�•Rlt�i� :�..:�rri.—triii Yd m ia. ..n a usemoomlel ■-1'• ;' II . . q ulsaar.aatr! r`i -- nu�ir�rr.�iiu: 'y -- - �' '' t�— — .e.l..mw.nm=.►.,�mr i ip a gm 4 I l -- rra...re� oaf•'• M.irni7u w- I2 _� 1 GASA>--• -- i u��i.u,i:iwu,.mi w.FLOOR ' ----_--'_ -ri`�_ !'''•""'","=At.- 7 .=.EGOHP F- FIRVR_ PL.OGR _ __ - ------_ - ... . _.-._ 1 I CEILING 1—°11 f_�lTl�0 C� KINGOw HFiGHT �. - __ _- S.,2H-7.1"-: � °li ' YVNDOw HEIGHT1 ,�4y � I` ; I � :CISL i 'r 1 � ��LrDtrD ar n.we � 1 i1--I .., - 'la =1. = I --- — Q -I� • �e �� �1 Fes- _- �.� .Ilr .«...��� �;-.- �_ IN ---- '.'r=+ i �` 4 ; !!1 !, !!. - !!!! !lei, Im R .! cs��llir�c� PROJECT ER �i= �71--,____ I= =- �i�i` !�'- '� i = ;. ill' '� t� 1 Ir :�a ....JIM: l' mu�..'e,�.warn,a t.,W i 2017176 FIRST LGCR i i i�, SII -_ 1!�:_!� - '��. F r.. '�_� ul .- !� !'� � i I Frier� T7�_t��-1 F(25T FLpf 1. Important: onua Contractor.Builders shall verify all conditions and / 1 \ • 4' dimensions before beginning construction.Any t I discrepancies shall be reported to LifcStyle - L INOOo STEWS Design Service fer iustitcation and/or corrections BRICK before proceeding with work.Contractor/Builders �/ shell nss;unc responsibility for all errors that are OPERABLE LOWE 8'COLUMN wRAP dA/MR HANDRAIL 6 DALUS•MR R TREATc,4"POST OVER not reported.(888)266-3439 Ia"NEH L POST 11 (40 • I OMT ELEVA T I ON ��. I ; «....�...LW._........,. ..,-,e,,._...... ,. .n._,._�.m_..,,�a•..,R- ,......._. ..,..,..._._.-y..,_..:..� •,..® _. L L A MPOOLEDESIGNS SGAL-� 1/6•., -.�• 2/4-4/2 GA..�*�NT NtINDO/'b TO M.- L�� .. : ..�.., �'/ I I E . , ' NC —.. ALL� GO FLOORO .ro,.r.,..a..,nu �� >o...��, Iu ";117 a r.�. .�;, �m.,,..".�.. OAK ISLAND PLAN BHT-1(3 I p . . -- .VC t,ov- c7:V2f......c--s-I- /dillitte t . +,. L:I ,I 1. �-_. GWGKET L?Il'. :1 • /� ==1 12 12 ■aw' OM Ian.■Q4nmAonmenunes ■■.■■■mm■mn.■q■:p U //! ".�. .. • EMI!■�11IftfI■d.r■n■r���lr■ ■IOIr■■1■.�■1+a ( 0 ,ii IO O TRIPLE WINDOW ; I - ,-i 1 I .■III■,■■■■Ia.■■I■tm■■R■■ Bali wear f! • iC.P_II•G le.IS1•-r =!."— {' -t -_ / l/, ��� ex E' GIRGLE 5E6t.ENT 1_ -I.:.7 w■■.1■r■.+nin■■mvn■■ t•■■.■.i. .r ��/ .! . J S I maNsem■sse mll■.f./.m�■■I 1■m.oal O ,'.CCF:..: �� CORNICE `I I' �-_ ... :i •:plea■■■t■1■ti ■IB I ♦ \`O ��7 O, c / • 1 T• 1 --a FL/5HiY.b ,r/ i �� \ A55t!•�LY �� i r '" r najsmiaue■■■mt.�■.mi.. ■�■ w��■nt,il. FV'J 1�G.Rv lrfi 1 . / 1 ` --•r-�'"--- ■■■.w.■lo5,ilmnim.a■onta.m t..N YAND'JW HEI6F'T �• k�'vG 4/�U)� EM 1 ■■■s.dnmt■m.r.n■.amta■. Io ■Immr. S m r� - I II iN • minus .ii�its.■�awimm��=I ,7f�jy VT nmi.a I , �.rn�tom.i nnlii)ma10111M i 4 r/ [- r/MA W 55 ' AGO` '-OOR -wadi . � uur 5CGON0 m I I -- in `II �g�j I Iw.mn■r o n= ._m■m.t�t.�.apin._ _�..00n.m.aa m�.o�!i a. 4' w _ awl. muy. .�nna_i..__ ,.. ._.. air - .P1.2.dt. it _--_-_-—- .�.��ti�.n---... ---- _ - —_s.t.�...rR. 6 uq -- �, — - __—�_�,m,� _. - - _ _—. FJ^J2 REG. FLOD'i r est r ����r1 9/ GEILINS 145.104•17 -- - __ - iWINDOW �■ ---., .Ir�_„-,i—. �I ---- _ J� WINDOM!EIGHT j� , lJ L 17- IE!bH' r-- i-- __ F im riTI L 11 QI Il � � . ��__.. — _ p ii,_ 9 m s row 1 --- ' I� h 1 x-11 �" �■_ ,I`,+I_ -- otiry YAR kov ccC�R ' �Fi�`Z J.G�?R _ - I - i1 III Ili_ tali l II M `` l— FIR. FL O i1? $Y �. .- :---- ----=___T I , i I i 1 1 K — RECEIVEDr r ' \ / JAN 222017 1 } I+ YARMOUTH OLD 3MS HIGHWAY , II! \ S -ADO7 5TEP5 I.14ANGQ4I1...5ALLE \TO% '•HOGG 57065 y' J. t FEB 12 20 18 1 h + ELEVATION ......1.:__L 4^_ "OYAR•RUDUTH�C^�HMIGHWA Y SGALE I/m.l'-D' 12 12 • QICK _ P3- LK� ID7 NID 110x 26 ILC HEAD ATTIC 1/ENT ENT RECEDED �! � - .. 7 FEB8 ' -'/ - TOWN ,7,.. ,..\•\Nr, 44/11711Flx.: =Wit41....4 gyp ` rias_veNr souTHVARuoimlK..ar - �GEIL'NG 1.e GtiT _ _ EILING 4rtA!N IiO�5E ■ �',' m lik' �:i�T i� ;\ ,:::1.-, �. - IJD'.iH}T %'IIND^%i HEibH' �■■ ` ` '--1`' 1 I�� --�r�LCL..I • '_ ` \ .FLUSH , '�--T'% ,, r - I \\1 HIP SIDING =_#� .4 '0- m7y,1'. .ems. ;01 = 'Q G09'L?Z WATER TABLE 12 -''�j - __ '1 ���``_—• -_- . GOPPEC riA7ER 7A5'_E ,I mi- ''',2 .TYP. 55V. - G: _,..... ..43,34.• �� ., /'I,_2�PI G!i.^'P. I :p: t2 - 1►.• ♦ ate' :Ct' \ar. —....\,..„:.: Ali E GOND 1F:.000 4' � Yy�._ �J`- �: y.OFD P:.GL.- \. +.y�155 S..GOVG RGrJ2 HEI- T .-- - - --- - - --- _=====r •�lL - 1—i .._...._. - _a. w --- - I-' GEILI,* !EIG-ti,r C _ HOU6..E WINDOW ------- --_�T�s - '--- l i= WIND014! N17r:�B( eNI M kEIGNT �_ ._____ I 11 I I-EIGHT I y Ae ITLER 1 11"M L;' ^ � 1•~ Q HANDRA,L 6 131W15 -- -- 1 � --.------I '! I� a a ' l NUMBER • -. -. • �' PROJECT DESIGN .nom It __ l 1 I . Pm(MI W.-UN Fa gan5co-sow 2!017-1Tfi -r — i--*-^--ri' 1.--- --, r —1111 ' 1�€ • q t 1[ FRET ?L I Contractor/Builders shall ve:if1 all coeditors and — dimensions before b:ginninsconst•uetior..Any I discrepancies shall be reporred to LifeStyle • Design Service for justtication andler corrections before proceeding with work.ContmctorB sildcs 1 • shall assume responsibility for all errors that are not reported.(98E)266.3439 • LEFT SIDE ELEVATION ....,.,....] SCALE, v='='-• ALL SECOND FLOOR WINDONS ARE TO BE SPEO1AL 2/4-4/2 :ASE-TENT NINDOWS TO MEET EGRESS �.,��n... .�e �� ._.... ..� . ..��,�� ��.. .�. T �.- `�/ I L L I A M E . POOLE DESIGNS,I GIS 11� C 7 •''=.M.."....... S, I . ..,._._.�..m,.n . 2222 .. . ..�..,n..�,m.o... . ..._ .A.�_"' v,._rvvcri s— mow.a ,, .�...u.�.{�:,,.ydw��,.ns Le ...... .M�..�,:�.a�,.,., .:.:a"W o a0m � OAK ISLAND PLAN #HT-104 ���Q`° 5 Iii 1 j 1 I 128 1 • I1128.11.1 + 128.13 r1 11 --. it 1 1 ( r''`- r--. ....._._._-_ ' 128 14.1 • i 128.3 J 1 I If t I I128.8 ' i 128.11.2 -`J( ! I 128.121 pp r . t'- 128.14.2 / i---� 1/ . 128.7 /.- 128 fx n7 / ' �; ' 128.14.3 0[ (O I -. ' 1196 , ' 128.5 ._ ( (' - I 1197 119.5 119.10 /• I• � 1 119.9 r 119.32 • 119111 iX :' 119 3 --- C,D* 119.12.1 G) • 7:1; 119R I { Po roperty Map Zm . ,� .44., N07 ,A finch = 135 feet ...,„, sz:::.3 as.N. ...., rn zK �(��� a Cir0--i �' < s it-_-_) Data and scale shown on this map are provided for planning and informational purposes only. YARMOUTH (MA) and; idn 1 �� Government Solutions are not responsible for any use for other purposes or misuse or misrepresentation of this inf ' ation. ' • 10/18/2018 11 0 TOWN OF YARMOUTH � ® OLD KING'S HIGHWAY HISTORIC DISTRICT COMMIT ► OCT 19 2018 ABUTTERS' LIST YARMOUTH OLD KING'S HIGHWAY Applicant's (Owner) Name: fR GL%� `� � Property Address/Location: t(7'( L):'t" Hearing Date: /I-L3— 1 Notices must be sent to the Applicant and abutters (including owners of land on any public or private street or way) who's property directly abuts or is across the street from the Applicant, Please provide the Assessor's Tax Map and Lot numbers only. The OKH Office will send out notices using the addresses as they appear on the most recent applicable tax list. Note: Instructions for obtaining the abutters Map and Lot numbers can be found on the Old King's Highway Department page on the Town website: www.yarmouth.ma.us Map Number Lot Number Applicant Information: / 28 1' / Abutter Information: /L1, / y, 0 1 y, 3 RhcEivE® 11 9 7 NOV ?4 2018 2 sovrf°AKS�rH . MA /U 1-1AGHWAY Application #: c 3 8.2018 4 119/ 7/ I / PAULSEN JAMES S Please use this signature to certify this list of properties PAULSEN SUSAN C directly abutting and across the street from the parcel located at: 8926 MEGAN AVENUE CANOGA PARK,CA 91304-1331 164 Driftwood Ln., Yarmouth Port, MA 02675 Assessors Map 128, Lot 16.1 119/ 8/ / / .44 GONSALVES ROBERTD Andy Mi hado, Director of Assessing GONSALVESJOANF 15 OAK HILL LN I rcit SOUTH YARMOUTH,MA 02664-1025 Na6'"CP " 119/ 9/ / / MCCLAY CAROL ANN TR THE CAROL ANN MCCLAY LVG TRUST III�U i I 153 DRIFTWOOD LN 141(21-11 4/i)YARMOUTH,MA 02664 '/��v 119/ 10/ / / SHULTZ JOY W 145 DRIFTWOOD LN SOUTH YARMOUTH,MA 02664 128/ 14.1/ / / MANCHESTER MC REALTY PROPERTIES �� 3 MAGNOLIA RD CO��� WINDHAM,NH 03087 128/ 14.2/ / / r NOV742418 SIMEONE THOMAS A it, SIMEONE LYNDA L L� SOH 176 CRANBERRY LN U -1 ,yq SOUTH YARMOUTH,MA 02664 128/ 14.3/ / / NICOLL DAVID R ■ ..41 r) NICOLL SUSAN E 144 DRIFTWOOD LANE NOV l SOUTH YARMOUTH,MA 02664 YAKIuwu 1 h OLD KING'S HIGHWAY 128/ 16.1/ / / JESSES LANE LLC / 679 BLOOMFIELD AVE v BLOOMFIELD,CT 06002 Paul Buttler Jessies Lane LLC 8 Jessies Lane South Yarmouth, MA 02664 I411o7 I I I � 128.5 128.11.1 i 128.13 I , 128.3 I- --..4 12814.1 . I 1 1V I 128.8 128.11.2 ✓ • 12812 1 12815 ' 4 1--_ 128.14 2 i 4 128.7 11 -_,... I IZai3. l J 1196 128:5 I ..119.5 V (/2 115 i :"r 0 119 10 7 ' ~ 1 =0 •r_ ______ D� 0 ''�. i _ - 119.9 1 X Z ---.1 119 32 119111 1 Orn- -� J� . . _. . ,,....,..., , , 119.3 l a d �'. i 119.12-1 _z fi \ Q 119. 1�r V - 9 ur C:: Property Map iz5, T ;'� 1 inch = 135 feet =c "'� �-<;--...-E G� C < s Data and scale shown on this map are provided for planning and informational purposes only. YARMOUTH (MA) and in Government Solutions are not responsible for any use for other purposes or misuse or misrepresentation of this infoation. 10/18/2018 YARMOUTH OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE DATE SUBMITTED: /0—1 g DATE NEEDED BY: /0 —,--+-) ---1 TO: Assessors Office FROM: Beth Vozella, OKH Office Administrator RE: Mailing Labels for Application No.: 1 Please provide 1 set and 1 hard copy of mailing labels for the Applicant and Abutters (direct and across the street) included on the attached listing. Feel free to call me at ext.1292 should you have any questions. Thank You. • TOWN OF YARMOUTH ���� OLD KING'S HIGHWAY HISTORIC DISTRICT COMMIT OCT 19 2018 ABUTTERS' LIST YARMOUTH OLD KING'S HIGHWAY Applicant's (Owner) Name: Guy Property Address/Location: t(.01/4i .Y ��`' l"�'`-^ Hearing Date: Notices must be sent to the Applicant and abutters (including owners of land on any public or private street or way) who's property directly abuts or is across the street from the Applicant. Please provide the Assessor's Tax Map and Lot numbers only. The OKH Office will send out notices using the addresses as they appear on the most recent applicable tax list. Note: Instructions for obtaining the abutters Map and Lot numbers can be found on the Old King's Highway Department page on the Town website: www.yarmouth.ma.us Map Number Lot Number Applicant Information: y0?8 16. 1 Abutter Information: / /y. jy, 3 J I q RECEIVE® 7 NOV 14 2010 . TOWN CLERK 9 ! NOV 2C SOU►H YARMOUTH, MIA IC. OLD,:ItVG':.: rHWAY Application #: A I 07 3 8.2018 119/ 7/ / / PAULSEN JAMES S ✓ Please use this signature to certify this list of properties PAULSEN SUSAN C directly abutting and across the street from the parcel located at: 8926 MEGAN AVENUE CANOGA PARK,CA 91304-1331 164 Driftwood Ln., Yarmouth Port, MA 02675 Assessors Map 128, Lot 16.1 119/ 8/ / / GONSALVES ROBERT D Andy M hado, Director of Assessing GONSALVESJOANF 15 OAK SOUTHH YARMOUTH, YARR MOO UTH,MA 02664-1025 119/ 9/ / / r q ?Q MCCLAY CAROL ANN TR THE CAROL ANN MCCLAY LVG TRUST + �idl(� 153 DRIFTWOOD LN OL `• (t, U I,ti SOUTH YARMOUTH,MA 02664 SIJ{'!!1-0/4 119/ 10/ / / SHULTZ JOY W 145 DRIFTWOOD LN SOUTH YARMOUTH,MA 02664 128/ 14.1/ / / MANCHESTER MC REALTY PROPERTIES 3 MAGNOLIA RD WINDHAM,NH 03087 REcz 128/ 14.2/ / / NOV14 2018 SIMEONE THOMAS ASIMEONE U 176 CRANBERRYLN SOUTH gRMERK SOUTH YARMOUTH,MA 02664 T H, MA 128/ 14.3/ / / NICOLL DAVID R NICOLL SUSAN E 144 DRIFTWOOD LANE II.*o SOUTH YARMOUTH,MA 02664 r, 128/ 16.1/ / / NOV JESSES LANE LLC 679 BLOOMFIELD AVE YAklvIuu it-1 BLOOMFIELD,CT 06002 OLD KING'S HIGH�/AY Paul Buttler Jessies Lane LLC 8 Jessies Lane South Yarmouth, MA 02664 107 I