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HomeMy WebLinkAbout0086 JILLIANNS WAY Vv i���f �- �` ,, �, � IgiNs � � C �� �� TOWN OF BARNSTABLE BUILDING'PERMITAPPLICATION d7-PTcC SYSTEhN 1,JIUST FIB Map Parcel 64N.&TkLL ,.eTmit# _ E� II'd G�f�lI�LIAI'J�� Health Division Wi r H TITLE 5 ENVIRONIOENTAL CODE A e Issued l� Conservation Division 1A 10 4 nR E'GUL.AT10NS Fee ( f Tax Collector Treasurer(abE, d—lo - (?q Planning Dept. Date Definitive Plan Approved by Planning Board 7 Historic-OKH Preservation/Hyannis `� t Project Street Addre s �(3 �J I l l.✓�I.� 1�� Village U Kw Owner _t✓J cc�� Address 10 Telephone 77�021 ' Permit Request Square feet: 1st floor: existing proposeAW 2nd floor: existing proposed Total new 13 5oing ' C Groundwater Overlay Estimated Project CostLornng District Flood Plain Construction Typ C,U Lot Size r Grandfathered: ❑Yes , ❑No If yes,attach supporting documentation. Dwelling Type: Single Family Two Family O Multi-Family(# units)Age of Existing Structure �J�� Historic House: 0 Yes YN"o On Old King's Highway: ❑Yes __�//No Basement Type: M Full ❑Crawl ❑Walkout ' 0 Other Basement Finished Area(sq.ft.) IJU1u1L Basement Unfinished Area(sq.ft) _ AKA- 1�P Number of Baths: Full: existing new 0? Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: M Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes Li No fireplaces: Existing — New Existing wood/coal stove: ❑Yes f i o Detached garage:0 existing ❑knew size Pool:❑existing ❑new size Barn:❑existing O new size 9-new garage:O existing new size0P Shed:0 existing 0 new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded 0 Commercial ❑Yes C-No If Y ,s'site plan review# Current Use ! Proposed Use I7 --7-- 'f BUILDER INFORMATION Name /1, Telephone Number 77o(--O) / Address a)qlflo License# is�y7 Home Improvement Contractor# - /�'l1� Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE J—�� FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED �- - ` rl MAP/PARCEL NO. t � ADDRESS � +"• - � l '" VILLAGE ! + . -`.� ,. •� ,i - - _' _ V - - =*A r , OWNER _ x r DATE OF INSPECTION: .. r FOUNDATION FRAME 21210 19 INSULATION r '57. +ef q+ 3 FIREPLACE rt ELECTRICAL:c_ ROUGH FINAL PLUMBING: �,t F ROUGH _ FINAL t e ✓ GAS: ROUGH - FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION•PLAN NO. ' 1 •axa�.,..._. ._:.wA's'i`•75:43drtMt'R`.rWd'"�'�'7*Jy..i r+.TV'�1hi..i+s..�if[e'GJa� ,sV•:'��xrutsx� ry.eiud.s.r�.w...,...,.,�.«r�+^.f,.�.....�r�t.�-•_,....�...,..-..-_.... ......-......,._........ Town of Barnstable Building Division 367 Main Street Hyannis,MA 02601 Tim Pearson Markwood, Corp• Unit 10 110 Breeds Hill Road Hyannis,MA 02601 SP PGE OPEN �� LOT 3 LOT 2 0o� T� ,�� 23,432 s.f. 2 00 25 (.54 ac.) 58.44 20' 7- o o 60.12 0 0 •� 2g 3� LOT 1 JOB# 97-343 CER TIFIED PL 0 T PLAN LOCATION L 0 T 2 JILLIANNS WAY PREPARED FOR: COTUIT, MASS. SCALE: 1" = 40' DATE: JUNE 21, 1999 MARKWOOD ORPORATION P��N OF A1gsSq REFERENCE PLAN BK. 533 PG. 41 �`� o TIMOTHY H. N I HEREBY CERTIFY THAT THE STRUCTURE o COVELL SHOWN ON THIS PLAN IS LOCATED ON THE No.38035v GROUND AS SHOWN HEREON. �HOsUFN�� eR 30e-362-4&1 tees e09-3U-new down cape etrgiaeering, inc. CIM ENGINEERS LAND SURVEYORS J ' es0 mein 9L yermouth, ma 02M DATE R G. LAND SURVEYOR TOWN OF. BARNSTABLE i CERTIFICATE OF ,OCCUPANCY PARCEL ID 040 136 GEOBASE ID ADDRESS 86 JILLIANNS WAY PHONE COTUIT ZIP — LOT 2 - BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT r PERMIT 41727 Y DESCRIPTION PERMIT TYPE BCOO TITLE CERTIFICATE OF OCCUPANCY ONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: BOND $.00 � Qi► .CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE P c1' 1trtsrAB , ; MASS. s6g9. A�O� ED MIS BBYILDI SIOO� . DATE ISSUED 10/15/1999 EXPIRATION DATE • .. , ' ..e' � t r //� � _ (� '� ...yam v �,.r^ �. F+. ,.-x w,,;::1, '#-�-ti--?� � :2�t }.. �Y4s5�.`n.�'is{t"t��.t[e. •-:� .,' . .CLYJLLI.:,IS S ` 86 PHONE zill PE d'11 :' 3£.343 i7E )uRYPTI-Otl Z'_'JtJG.TT VAMII:1'S!• ITOP-1 . SRI i.IT K CON 'irfIiC;/I ORS MARKV;001 C ORPORA'•i`!'ON Department of Health, Safety ARC/11 I T,T,C'1`.,w and Environmental Services i BON 1) $w oo � Qi► � I i-IINN E i?'A`t°``I :IOME IDE ACrsED PRIVAT9 D *. `BAItN3TABI.E. . 1 _ 116g9. BUILDINI DIVISION ,. BY � . I THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY. EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM'.THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND., WHERE APPLICABLE, SEPARATE ` 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. _ 4.FINAL INSPECTION BEFORE OCCUPANCY. " x .� • . • BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL`INSPECTION APPROVALS 2 2 5 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT ~( .J 10/(5 2 BOARD OF HEALTH �. OTHER: SITE PLAN REVIEW APPROVAL WORK SHALL NOT PROCEED fINfIL PERMIT"WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. A I , r } d is . z r 1 • f ay ♦ r a I' '. � •. • � r • .. .. 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"'I - • 1 + .' ¢x 1 4 41'a�atr'myru(H.1 9/•1'r.14,plywood wMOtr .. ^ t^ N a , p V ` P 4uaJlna7aJ(tr 1 Y'ND.In.ulation�,1 9(Hp.l � P - fxlOPlocr Jais+..e IeY oa. tv10PlLLr Joi.+.s Ib'o.L. - G -� n P-r ryAP2 e(+Y P'l - ' - TO�au"br'n. - •-' . �„ � .. -�. ..i.• ( o .j Arphd+fouMwtion..adar - 0 1/f'm v+aN1 onerJ+a wppor+,. - OO"90 x 1 o.Yd•a+ foo+ln ! • b, as C a P ntrNafoundnt'ion(+yp.).. •.Y - ' _. i E1�9 . ;� _ Y, .. 9•Pou-adtoMra#a.lab w r fY7ti�� , /Pdrrma.h^(1yp.1 � �;ea;fa •fir. _ ; I A. 'Pou-ad tanera+a foot'�nq f+yp.l 1iP. t 5 P 3 1 - �. r r• .I 99 T e'- t ` t!,uLAiH4 A-�. ( heals: 1/S". 1'-p• - . :.;. � La A,A00 - � � • � .� p�I� .; � • pro, ,� . , �. r ® 00 ® ® ® 4 00 • � OL , - -�• - i i r i F ___ ___ __________ ____________ - - L - r �__ _ ____r _ _____ _ ___ _-------------- ____ _ . L' i heals: i ! i' , �3 • y n + ' 1 - i • i ------ - E," --- ---- --r-- - �- Q�wM(:TYrE: LCP'r GLGyAT-I&I l A 00 \ ♦ F 3 PASS— pip - --- - - ------------------------ 4 - - -- -- -- ---`l. �,„ -• --- ------ - ----- Iz- Hit r ' • I I I 1 i I I I I I I I r . •t - I • i I I �` x ils•:I alai ' `�` fJ (LIGHT PI.�VJ4Tlo1.( _--- i- �..� - . E�tnwm�cnrr � _'•-, - 1. MAScheck COMPLIANCE REPORT o D Massachusetts Energy .Code Permit # MAScheck Software Version 2 . 01 � . Checked. by/Date CITY: Barnstable STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family Detached HEATING SYSTEM TYPE: Other (Non-'Electric Resistance) DATE: 5-5-1999 DATE OF PLANS: 5/5/99 TITLE: Markwood Corporation PROJECT INFORMATION: Custom Home Lot 2 Jillians Way. Cotuit, MA COMPANY INFORMATION: Kenneth Sadler .Associates P.O. Box 1149 Hyannis, MA 508 . 790 . 3922 COMPLIANCE: PASSES Required UA' = 370 Your Home = 357 Area or Cavity Cont . Glazing/Door Perimeter R-Value R-Value U-Value UA ------------------------------------------------------------------------------- CEILINGS 1352 30 , 0 0 . 0 48 WALLS: Wood Frame, 16" O.C. 1867 15, 0 0 . 0 144 GLAZING: Windows or Doors 220 0 . 310 68 GLAZING: Windows or Doors 54 0 . 490 26 DOORS 40 0 , 350 14 FLOORS: Over Unconditioned Space 1307 21 . 0 0 . 0 57 ------------------------------------------------------------------------------- COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code. The heating load for _this building, and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions found in the Code. , The HVAC equipment selected to heat or cool the building shall be no greater than 125% of the design load- as specified. in Sections 780CMR 1310 and 'J4 . 4 , _ Builder/Designer �.�`' �� Date 1 MAScheck INSPECTION CHECKLIST Massachusetts Energy Code MAScheck Software Version 2 . 01 Markwood Corporation DATE: 5-5-1999 Bldg. I Dept . I Use CEILINGS : s [ ] I 1 . R-30 Comments/Location_ WALLS: [ ] I 1,. Wood. Frame, 16". O.C. , R-' 15 Comments/Location WINDOWS AND GLASS DOORS : [ ] ] 1 . U-value: • 0 . 31 For windows without labeled U-values,` describe features: # Panes Framer Type Thermal Break? [ ] Yes [ ] . No Comments/Location [ "] I 2 . U-value: 0 . 49 For windows without labeled U-values, describe features: j # Panes Frame Type Thermal Break? [ ] Yes .[ ] No Comments/Location DOORS: - [ ] 1 . U-value: 0 . 35 I Comments/Location FLOORS: [ ] I 1 . Over Unconditioned Space, R-21 Comments/Location AIR LEAKAGE [ ] I Joints, penetrations, and all other such openings in the'building envelope that are sources of air leakage must be sealed. When installed in the building envelope, recessed lighting fixtures shall meet one of the following requirements: 1 . Type IC rated, manufactured with no penetrations between the inside` of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. I 2. Type IC rated, in accordance with Standard ASTM E 283, with no more than, 2.. 0 cfm (0 . 944 L/s) air movement from the the conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1 . 57 lbs/ft2 pressure difference and shall be labeled, VAPOR RETARDER: [ -] Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. joist cavities/spaces used to transport air, shall be sealed using mastic and fibrous backing tape installed according to the manufacturer 's installation instructions. Mesh tape may omitted where gaps are less than 1/8 inch. Duct tape is not permitted. The HVAC system must provide a means for balancing air and water systems , I T TEMPERATURE CONTROLS: [ ] I Thermostats are required for each separate HVAC system. A manual or automatic- means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. HVAC EQUIPMENT SIZING: [ ] ( Rated output capacity of the heating/cooling system is not. greater than 125% of the design load as specified in Sections 780CMR 13101and J4 . 4'. [ ] I SWIMMING POOLS: All heated swimming pools must have an on/off heater switch and I require a cover unless over 20% of the heating energy is from non-depletable sources . Pool pumps require a time` clock, [ ] I HVAC PIPING INSULATION: HVAC piping conveying fluids above 120 F or chilled fluids below 55 F must be insulated to the following levels' (in. ) : I PIPE SIZES (in. ) j HEATING SYSTEMS:` TEMP (F) 2" RUNOUTS 0-1" 1 . 25-2" 2 . 5-4" Low pressure/temp, 201-250 1 . 0 1 ,'5 1-. 5. 2 . 0 Low temperature . 120-200 0 . 5 1. 0 1 . 01 1 . 5 Steam condensate - any 1 . 0 1 . 0 1 . 5 2 . 0 COOLING SYSTEMS: Chilled water or 40-55 0 .5 170 . 5 0 .75 1 . 0 n refrigerant below 40 1 . 0 1 . 0 1 . 5 1 . 5. [ ] CIRCULATING HOT WATER SYSTEMS: Insulate circulating hot water pipes to the following levels (in. ) : PIPE SIZES (i.n. ) _ NON-CIRCULATING I CIRCULATING MAINS & RUNOUTS � - HEATED WATER TEMP (F) : RUNOUTS 0-l" 0-1 , 25" 1 , 5-2 , 0" 2 . 0+" I7,0-180 0 . 5 I 1 . 0 1 . 5 2'. 0 140-160 0 . 5 I 0 . 5 1 . 0 1 . 5 j 100-130 0'. 5 I 0 . 5 0 . 5 1 . 0 I , ---=NOTES TO FIELD (Bui'lding Department Use' only)-------------------------- 1 COMM ONWEALTH ,OF "SACH USETTS i7Fi'AI�'MF�?.OF LND = 5, .< USTRIAL"ACCIDENTS WASHINGTON STREET -ames.: Car-,00ei: `BOSTON, MASSACHUSET TS 02111 ' • ;ornni:ssione' WORKERS'TCOMPENSATION INSURANCE AFFIDAVIT (licensalperminec) with a p 'ncipal place of business/residence p„ ' ��.(CirylSutdZip) ' do hereby certify, under the pains and penalties of perjury,that: 41 r r , 4 i ,(� ! am an cmplovc providing the following workcrs' compcnsanon covcragc-for myemployees working on t'his job. A-14 LA-/L— Insurance Company . r w' �° Policy Number �� 1 am a sot ro - � � v c p prictor and have no one working for me () I am a sole proprietor,general contractor or homeowner(cirde one)and have hired the eontraon listed b'�ox who have the iollowing workers' compensation°msumnce polid Name of Contractor', Insurance company/Policy Number E i a < Name of Contractor ] Insurance Company/Pol'cy'Numbe . f Name of Contractor < ' A Ansurancc Company/Policy Number n wy er ' Q 1 am a homeowncrperforming all'"thc work myself.* " 1�0't Plcisc be awarcpthat while homeowners"who cmploypersons to do maintenance,construction or repair work on ; dwc ling of not more than three units in which the homeowner also resides or on the grounds appurtenant thereto arc not gcncr;JI,- considered to be employers under the Workers'Compensation Act(GL C.152,'wzL 1(5)),application by a homeowner for a licesc or permit may evidence the Iegal`:cafes:of an employer under the Workers'Compensation Act. 1puaac-I -.ihac."a copy of th s star mcnc will be forwarded co chc Dcparz:n _of lndusvial Acddcna'Ofncc of I6su:ana for Dove >c: vca ration and tha failure to'tecure covcr'agc as required"undc`Sccuon 25A of lvlGL 152 can lead to the im ositindof criminal pe-' s ,. corsisong of a�finc"of up to S)500.00 and/or imprisonment of up to one rm .:11q Curl penalties in the form'of a Stop Voik Orderarc e of g . fine S 100.00 d2v' .. cans mc. qf� .4 ncddzy oF �. ._ 19 T+ N t, a p RCc Vey a }Liccisor/Pcrmi(Tor F - .. a •- III 1,1 611lt lIla.'j ea1llfr DEPARTMENT.OF PUBLIC,SAFETY 3 � CONSTRUCTION SUPERVISOR LICENSE Number: Expires: f Rest.icted To: 11 f TIMOTHY ,PEARSON n POBX 519 CENTERVILLE, MA 12632 s- i ' a ® a • i T.O.F. AT EL. 63.5 SEPTIC PROFILE TiST HOLE LOGS ACCESS COVER TO WITHIN 6' OF FIN. GRADE (NOT TO SCALE) ACCESS COVER (WATERTIGHT) TO ENGINEER: AH OJALA, PE /62.5' WITHIN 6" of FIN. GRADE MINIMUM .75 MERRY DUNNING W �' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM WITNESS: I a RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE DATE: 1 1/5/97 60.50' FOR FIRST 2' 3' MAX. PERC. RATE _ < 2 MIN/INCH .8g' 60.23' CLASS I I SOILS p# 9043 60.14/jj2n\ AS 59.50'AFFLE 59.67' o0 00 �° 59.40' C� C� O CJ w °° 2 % SLOPE o —` ® s._ des j Q 90 0 ( ) \_6" CRUSHED STONE OR MECHANICAL Q ELEV. ELEV. s� 4, COMPACTION. (15.221 [21) 2' 0 57.40' [2] LOCUS �=Q 1 SLOPE) 1 % SLOPE ,� oco 0„ 62.3' 0„ v Q� DEPTH OF FLOW ( ) ( ) TEE SIZES: 10„ .3/4 TO 1 1/2 DOUBLE WASHED STONE 0 & 1 A INLET DEPTH OUTLET DEPTH = - 14", 4 10YRS /1 LOCATION MAP , " 12' LEACHING 5.1 ' E C40 13� FOUNDATION— 18' SEPTIC TANK 22' D' BOX FACILITY L5 ASSESSORS MAP` PARCEL 4-'2-- 8., 1OYR �/2 ZONING. DISTRICT: RF (OPEN SPACE DEV.) YARD SETBACKS: B' FRONT = 30' L r SIDE = 15' 24 7.5YR 5/6 60.3 52.3' REAR = 15' PLAN REF. - 533/41 CI FLOOD ZONE: C � MED)COS 1OYR 5/6 N \ LOT 2 \23,432 S 12' �p 1 51 12Y' 52.3' \ NO WATER ENCOUNTERED NOTES: LOT 3 1 ` � APPROXIMATED FROM COTUIT QUAD 17' SEPTIC DESIGN: 1 . DATUM IS \ � (GARBAGE DISPOSER IS NOT. ALLOW D ) �pn AVAILABLE �. TH1 10 40 ,;t✓PC��. . N. ,.:. ? _.t,: (jN. I.P l ATE . �1' u��wly rl�vv: ;�_ r�� : � ( r _ . , IC.. A__.W FR S _ \ GAR. - 20' \ USE A 440 GPD DESIGN FLOW 3. MINIMUM PIPE PITCH TO BE 1 8 PER FOOT. \� .SLAB 2.0 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 0' SEPTIC TANK: 440 GPD ( 2 ) = 880 5. PIPE JOINTS TO BE MADE WATERTIGHT. \\ \ \ I USE A 500 GALLON SEPTIC TANK 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. a \\ PROP. LEACHING: ENVIRONMENTAL CODE TITLE V. .a / �� DWELL. \ I I i � / 0) SIDES: 2(33.5 + 12.83) 2 (.74) 137 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE TF= 63.5' \ ocro J a ^7 � '� ' USED FOR LOT LINE STAKING. //Lo �d BOTTOM: 33.5 x 12.83 (.74) 318 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. c� TOTAL: 615 S.F. 455 GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT 0 5 ' 5 .44 I 20' Q USE 3 500 GALLON ACME ORE EQUAL LEACHING INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED L FROM BOARD OF HEALTH. CHAMBERS WITH 4' STONE ALL AROUND W / I I o co 10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE Z LOCATION, OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR 6S 64 (-v 6 1 11 Z TO COMMENCEMENT OF WORK. 47 ��/ I U'Un cs � � i J ' � � rn `�' Ncn J LEGEND 9�� U �'�- � S/TE AND SEWAGE PLAN ` ( N I ( �� 11100.0 PROPOSED SPOT ELEVATION OF M (o `\ �, i I ; ' LOT 2 J I LLIAN N >S WAY I I I 100x0 EXISTING SPOT ELEVATION IN THE TOWN OF: [BENCHMARK: CATCH BASIN ON - 100 — PROPOSED CONTOUR (COTU;IT) BARNSTABLE UL E SAC AT EL.- 45,97' ` LOT 1 - - 100 - - EXISTING CONTOUR PREPARED FOR: MARKWOOD CORPORATION i j i BOARD OF HEALTH } MA SCALE: APPROVED DATE 1" = 30' DATE: MAY 4, 1999 off 508-362-4541 fax 508 362-9880 ��iH OF ,yq� �VA OF down cape engineering, in e. o�� ARNE �9�y o� ARNE H. r 5 H. g OJALA CIVIL ENGIN ERS is OJALA CIVIL H 9 No.28 b " No.9G�Y2 LAND SURVEYORS ��s 9F�� �0 ��i°Q - /OMAL 97_343-2 - 939 main st. yarmouth, ma 02675 ---- — --- ------ AR E H. OJALA, ., P.L.S. DATE