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HomeMy WebLinkAbout0291 PERCIVAL DRIVE aC? / N s M EA® No.53LOR UPC 12543 smead.eom • Made In USA yo w eaa use N iF�1R000CY 11�E SFl WSR WWWONOOOPMOM ZA_XP> Im Town of Barnstable --� #Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept Shed • wuaarwets - MAM Posted Until Final Inspection Has Been Made. 1639. ,� Registration rea'I° !Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made: Registration Number: B-19-3466 Applicant Name: Jon Hagenstein Approvals Date Issued: 10/31/2019 Current Use: Structure Permit Type: Building-Shed-Residential-200 sf and under Expiration Date: 04/30/2020 Foundation: Location: 291 PERCIVAL DRIVE,WEST BARNSTABLE Map/Lot: 111-061 Zoning District: RF Sheathing: Owner on Record: HAGENSTEIN,JONATHAN JR& Contractor Name: Framing: 1 Address: 291 PERCIVAL DRIVE Contractor License: 2 WEST BARNSTABLE, MA 02668 Est. Project Cost: $975.00 Chimney: Description: Construction of a 12'x 16'shed �. Permit Fee: $35.00 � Insulation: Fee Paid:, $35.00 Project Review Req: f � Date: ,• 10/31/2019 Final: Plumbing/Gas Rough Plumbing: Building Official This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within.six months after issuance. Final Plumbing: All work authorized by this permit shall conform to the approved application and the`approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: Service: 1.Foundation or Footing 2.Sheathing Inspection .. Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed'- -"� "�"" 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Rough: 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Health "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map # Parcel Permit# Health Division 7�(—aq� � - �6 0� Date Issued 01k;2Conservation Division s s � ��*3Al R�1/% %g�`� r—Fee-=-� Tax Collector „ ,Q, .:" � ' G I; 1'. LLED IN COMPLIANCE WITH TITLE 5 f Treasurer g f-n�►.�/� 02.2I1 b � j01 ENVIRONMENTAL CODE AND 6,p— ra-� �GP TOWN RE Planning Dept.A/o f��.K, N � rN�s 4-o Zvi-r _ REGULATION Planning Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis J �� Project Street Address 2'9 :PE94G1V,4L V>rL_IV_. MAR (ll Village WtST BA,R.NS't-wbL*, Owner FAit ��T�.0•�5��.-mac. Address 9-0, Q 0 , �° O %pkjkcAu , M� Telephone 0 3 - 3111 p 625(o3 Permit Request /lG,�J JGfJa,,E �i9wt�l F--�,S I,Ol�,.1 bd Z&-1r TC Af,_Q � Square feet: 1 st floor: existi _�_ proposed 1a0. 2nd floor: existing 0 proposed _ Total new yqq Valuatio oning District AF Flood Plain — Groundwater Overlay Construction Type &5 Lot Size F .6_S 35 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure 0 Historic House: ❑Yes QAo On Old King's Highway: (Yes ❑ No Basement Type: T(Full ❑Crawl 01"Walkout ❑Other Basement Finished Area(sq.ft.) D Basement Unfinished Area(sq.ft) /2 0O.- Number of Baths: Full: existing D new Half: existing 0 new Number of Bedrooms: existing (0 new Total Room Count(not including baths): existing D new First Floor Room Count �3 Heat Type and Fuel: ell Gas ❑Oil ❑ Electric ❑Other Central Air: ZYes ❑No Fireplaces: Existing Q New�_ Existing wood/coal stove: ❑Yes ® No Detached garage:❑existing ❑new size Pool: ❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing 6(new size 2 Shed:❑existing ❑new size Other: P eewslr- Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes No If yes, site plan review# Current Use f-009-' �A40 Proposed Use � �(,�, ��► _ BUILDER INFORMATION Name 41%, -SmYlSzll�,_ I TALL gWWelephone Number Address_�•0• PAD) 1q,0 l License# C5 Dt�F� CeD'Z MPr Home Improvement Contractor# Worker's Compensation# k-)('1�'-O ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO U 11, 160 `(P" f4� "�V_pr!Ap SIGNATURE DATE Ll_Y/DI g� IV FOR OFFICIAL USE ONLY PERMIT NO. ^ DATE ISSUED MAP/PARCEL NO. ADDRESS t@ r VILLAGE OWNER DATE OF INSPECTION FOUNDATION FRAME INSULATION FIREPLACE ..7 ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL e . GAS: ROUGH FINAL " FINAL BUILDING DATE CLOSED OUT. 4 + ASSOCIATION PLAN NO. j � .. . TOWN OF BARNSTABLE t CERTIFICATE OF OCCUPANCY ; PARCEL ID 111 061 GEOBASE ID 36883 ADRESS 291 PERCIVAL DRIVE PHONE W BARNSTABLE ZIP - LOT 15 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT WB PERMIT 59379 DESCRIPTION CERTIFICATE OF OCCUPANCY--BLDG.PMT_#51798 PERMIT TYPE BCOO TITLE CERTIFICATE OF OCCUPANCY I CONTRACTORS: Department of Health, Safety ARCHITECTS_ and Environmental Services TOTAL FEES: BOND tNE CONSTRUCTION COSTS $.00 d Qi► 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE Plfn*,F"` + BARNSTABLE, • MASS. i639. A�O� ED INKS BUILDING DIVISION BY DATE ISSUED 03/01/2002 EXPIRATION DATE Ilk .Ili 1 P)INC ;P.�:l��I o o P,'1(li�"..'.� I t 1': 1\'11/A�, Ur? . v {. ��}j�N:' r, 1 _ LOT SI ZR w-n DESCRIPTION NEW �� PLPM .SING.FAM.HUM SEWPT#01-091 N�aalL9' 1'.'r'r: AU'ALI) TITT,c? iJEW Rl�SIDE!`TIAI., B_Ic PmIl' PAUT, 11L hAc;EMA Department of Health, Safety t���cx z Tc'I'.': r- and Environmental Services ">OTAL I,EErE,: s THE i;(iNL-:'1"RIIC'I'I(3N C�iS'I'S .' $263,%0.0 A f-.;IP413111 , - AM J-IUMI .T)ETACHEI� .', I PRIVA`.L'E F';�,:'I:r: . + 1ARNIRrAMIM s. 1 . . MASS. 0,19. qj BUILDING DIVISION • BY DATA" 'JSUED • U2/21;/200'? I:XP:`RAT1014 -I)ATF THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN' CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED.PLANS MUST BE RETAINED ON JOB AND 17. WHERE,APPLICABLE, SEPARATE FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS- ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS. HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND M FOR (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE 3.INSULATION. ! OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE., ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY. , • • • • BUILDING INSPECTION APPROVALS"" PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 B�Vc."`- �P�ly(Zo0•� 1�- 1 �DeUG�� '"; -- 1�,��.. - „ _ 2 2 lit K2 2 /j�,►l'�r✓ /,7 2/0 3 n / 1 HEATING INSP CTION APP O LS 'ENGINEERING DEPARTMENT �� V 2 BOARD OF HEALTH --' 0L vo/ OTHER: ,� sr Rd/SJ71A!$ rim Ar.`o7� SITE PLAN REVIEW APPROVAL ' c • "f ti WORK SHALL NOT PROCEED UNTIL 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. ,, `j _ �', ,°Q r , t ` .K.fi • k �. 4 �. a , .� ,3� . -- .. J r • * � ` ail " � n � n . {...1 ' • � t , �� i g ` �� ` /f „ � Q F71S __�- 100.001 y ......:..:...:.�.,. .....:........ .:.:::..... Ldntivr D ,� "'M"Cr to E1,EV.Wain nv iy DRIVEWAY 34 ............... <, 104.0 L 1 7 3.85 1 � ;::'''��MINIMUM SETBACKS: 31 DRIVE RONT— 30' I VA LIDE AND REAR— 15' PERCf CERTIFIED PL 0 T. PLAN MAP-'111. PARCEL 061 I CERTIFY THAT THE IMPROVEMENTS SHdWN i t��"' of qfr r 281 PERdVAL DRIVE CONFORM WITH THE SETBACK REQUIREMENT ���� ROBB B �G BAINSTABLE. MA OF THE TOWN OF BARNSTABLE. MA. DATE J-1_ao nir�rwv; ME SNXE13 SCAM/m w. OMtt NO.: 990Nfd ? 3541 a N t;sRIMETER *LAN,h SERVICES INC. ROBB SYKES. P.L p,gTE' no SUR110 ' ' P.O. Box 1101 — 41 Meetinghouse Lane Sa amlr3 Beach, MA 02562 I SMOKE DETECTORS O.K. BARNSTAB E EPJILDING DEPT. Vr LE-f • I . Lo WLAA rm li wry W J TTra V. LTTI ® e 911 1 . -I 61H Milo Flu V�����---- -- - � ��=✓�ze7 I I I I I Tovm 01 Bamsteb � , P IO.Box 534 u�a V � C v KD o v 1 " o w Ii 1- Ilk j � —#t FTR EM �NoIT �z 8 n V v y ;V �. z I 0.z J / ii II I i 21 1 W i j I �` 1�v II u � �i t•� I �• s � -� I � W i 1 sri N W r._ i x I� s ! k O.o n- I� � I �• i _ 1 I -j m o d i I I X Lu�r ca I -8 G1•o„frr T , ,d --L��P_.:--- - �6o5G•r. _ n.o� 5" �r�r'�hl `�'DR�r'I kA io=9'ore lo'9' •9=3" �O y'I o6� Ate p oil I''I�IrI�sT¢ 10r-Ca>'e�� C I IR 11c� 77 I ' I i i I Cq �� � �\� H } • � � L.Ir, p I �—I U c� I � •� �v\ I i I �� p � _ I -- •� + � I ICI I -.�l1 ! '� =Y 1 � � I =ip v: ..•. NF J3 y v3i Ni aZ C1-.tt fl tt V 7'c\ k k.k k Z } it rrn �Q� �y •r� �& CND k P hl o ap p 3 ZN n g4z f 5 n i �u r :r FRIEDLINE&CARTER ADJUSTMENT, INC. 436 Main Street, P. O. Box 338 Hyannis, Massachusetts 02601 Tel. (508) 771-3232 FAX (508) 790-2344 TO: ( Building Commissioner or Inspector of Buildings ( ) Board of Health or Board of Selectmen ( ) Fire Department TOWN OF W. BARNSTABLE TOWN HALL W. BARNSTABLE, MA RE: Insured: LUDWIG, Clinton&Lynnne Ann Property Address: 291 Percival Drive W. Barnstable, MA Policy Number. HP2177604 Type of Loss: Fire Date of Loss: 1/1/2005 File#: 101123 Claim has been made involving loss, damage or destruction of the above captioned property,which may either exceed$1,000.00 or cause Mass. General Laws, Chapter 143, Section 6 to be applicable.. If any notice under MGL, Ch. 139, Sec. 3B is appropriate, please direct it to the attention of this writer and include a reference to the captioned insured, location, policy number,date of loss and file number. On this date, I caused copies of this notice to be sent to the persons named above at the addresses indicated above by First Class Mail. P. J. PARECE Adjuster 1/21/2005 7=OMAppwxft1 Table J&=ab(eoatfanal) pran pttve PaekaW for One and Two-Family 1lesidmtld BuildbW grated with Foaaii Foeh MAXIMUM MINIMUM wall . Floor BascusW Slab HeminwCooiing n , UG R valad R values Rrvahms wall p EMa= p � I R*vdae &vahte' 5101 to 6500 Headnx Degree Dar' Q 12% 0.40 1 3E 13 19 10 6 No�ai ®R 12% 032 . 30 19 19 10 6 Normal S IPA 0.50 38 13 19 10 6 U AFUE T 13% 036 3EMI, 19 23 WA WA Norma! U IPA 0." 3E19 10 6 Normal V 15% 0.44 3823 WA WA 23 AFUE w Is% om 3019 10 6 fS AFUE X 19% 032 3825 WA WA Normal Y IVA 0.42 3823 WA WA Normal Z 18% 0.42 3E19 10 6 90 AFUE AA IV1, 030 3019 10 6 90AFUE 1. ADDRESS OF PROPERTY: P&,A-CAVAt Atlyr 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: 2'S 32 3. SQUARE FOOTAGE OF ALL GLAZING: 2 4. %GLAZING AREA(#3 DIVIDED BY#2): S. SELECT PACKAGE(Q—AA-see chart above): NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. BUILDING INSPECTOR APPROVAL: YES: - NO: q-forms-090303a 780 CMR Appendix J Footnotes to Table JSZ.Ib: Glazing area is the ratio of the area of the glazing assemblies (including sliding-glass doors, skylights, and basement windows if located in walls that enclose conditioned space, but excluding opaque doors)to the gross wall area, expressed as a percentage. Up to 1%of the total glazing area may be excluded from the U-value requirement. For example,3 ft of decorative glass may be excluded from a building design with 300 ft of glazing area. 2 After January 1, 1999,glazing U-values must be tested and documented by the manufacturer in accordance with the National Fenestration Rating Council (NFRC) test procedure, or taken from Table J1.5.3a. U-values are for whole units:center-of-glass U-values cannot be used. ' The ceiling R-values do not assume a raised or oversized truss construction. If the insulation achieves the full insulation thickness over the exterior walls without compression, R-30 insulation may be substituted for R-38 insulation and R-38 insulation may be substituted for R49 insulation. Ceiling R-values represent the sum of cavity insulation plus insulating sheathing (if used). For ventilated ceilings, insulating sheathing must be placed between the conditioned space and the ventilated portion of the roof. 'Wall R-values represent the sum of the wall cavity insulation plus insulating sheathing (if used). Do not include exterior siding,structural sheathing, and interior drywall. For example,an R-19 requirement could be met EITHER by R-19 cavity insulation OR R-13 cavity insulation plus R-6 insulating sheathing. Wall requirements apply to wood-frame or mass(concrete,masonry,log)wall constructions, but do not apply to metal-frame construction. The floor requirements apply to floors over unconditioned spaces (such as unconditioned crawlspaces, basements, or garages).Floors over outside air must meet the ceiling requirements. `The entire opaque portion of any individual basement wall with an average depth less than 50%below grade must meet the same R-value requirement as above-grade walls. Windows and sliding glass doors of conditioned basements must be included with the other glazing. Basement doors must meet the door U-value requirement described in Note b. 'The R-value requirements are for unheated slabs.Add an additional R-2 for heated slabs. 'If the building utilizes electric resistance heating use compliance approach 3,4, or 5. If you plan to install more than one piece of heating equipment or more than one piece of cooling equipment, the equipment with the lowest efficiency must meet or exceed the efficiency required by the selected package. 'For Heating Degree Day requirements of the closest city or town see Table J5.2.1 a NOTES: a)Glazing areas and U-values are maximum acceptable levels. Insulation R-values are minimum acceptable levels. R-value requirements are for insulation only and do not include structural components. b)Opaque doors in the building envelope must have a U-value no greater than 0.35. Door U-values must be tested and documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U-value in Table J1.5.3b. If a door contains glass and an aggregate U-value rating for that door is not available, include the glass area of the door with your windows and use the opaque door U-value to determine compliance of the door. One door may be excluded from this requirement(i.e.,may have a U-value greater than 0.35). c) If a ceiling,wall, floor,basement wall,slab-edge,or crawl space wall component includes two or more areas with different insulation levels, the component complies if the area-weighted average R-value is greater than or equal to the R-value requirement for that component. Glazing or door components comply if the area-weighted average U- value of all windows or doors is less than or equal to the U-value requirement(035 for doors). AI i I I MAScheck COMPLIANCE REPORT I Massachusetts Energy Code I Permit # I . MAScheck Software Version 2.01 Release 2 I I I. I. Checked by/Date I I I CITY: Barnstable STATE: Massachusetts HDD: 6137 CONSTRUCTION. TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 2-7-2001 DATE OF PLANS: 2/7/01 TITLE: Mascheck PROJECT INFORMATION: Frydenborg Residence, 291 Percivel Dr. , W. Barn. COMPLIANCE: PASSES Required UA = 429 Your Home = 383 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA ------------------------------------------------------------------------------- CEILINGS 1352 30.0 0.0 47 WALLS: Wood Frame, 16" O.C. 2332 19.0 0.0 140 GLAZING: Windows or Doors 291 0.410 119 DOORS 48 0.360 17 FLOORS: Over Unconditioned Space 1280 19.0 0.0 60 ------------------------------------------------------------------------------- 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 131 J .4. Builder/Designer Date l/ 7 I A"sachusetts Energy Code MAScheck Software Version 2.01 Release 2 Mascheck DATE: 2-7-2001 Bldg. l i Dept. l I Use I I CEILINGS: [ ] I 1. R-30 Comments/Location I I WALLS: [ ] I 1. Wood Frame, 16" O.C. , R-19 Comments/Location I WINDOWS AND GLASS DOORS: [ ] I 1. U-value: 0.41 For windows without labeled U-values, describe features: I # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments/Location DOORS: [ ] I 1. U-value: 0.36 Comments/Location FLOORS: [ ] I 1. Over Unconditioned Space, R-19 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 I gasketed to prevent air leakage into the unconditioned space. 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. I VAPOR RETARDER: L ] I Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. I MATERIALS IDENTIFICATION: [ ] I Materials and equipment must be identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water 4eating equipment must be I provided. Insulation R-values and glazing U.-values must be clearly •~ } , I marked on the building plans or specifications. . I I DUCT INSULATION: [ ] I Ducts shall be insulated per Table J4.4.7.1. I DUCT CONSTRUCTION: [ ] I All accessible joints, seams, and connections of supply and return I ductwork located outside conditioned space, including stud bays or I joist cavities/spaces used to transport air, shall be sealed I using mastic and fibrous backing tape installed according to the I manufacturer's installation instructions. Mesh tape may be I omitted where gaps are less than 1/8 inch. Duct tape is. not I permitted. The HVAC system must provide a means for balancing I air and water systems. I TEMPERATURE CONTROLS: [ ] I Thermostats are required for each separate HVAC system. A manual iI or automatic means to partially restrict or shut off the heating I and/or cooling input to each zone or floor shall be provided. I I HVAC EQUIPMENT SIZING: [ ] I Rated output capacity of the heating/cooling system is I not greater than 125% of the design load as specified I in Sections 780CMR 1310 and J4.4. SWIMMING POOLS: [ ] I 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 I non-depletable sources. Pool pumps require a time clock. HVAC PIPING INSULATION: [ ] I HVAC piping conveying fluids above 120 F or chilled fluids I below 55 F must be insulated to the following levels (in.) : PIPE SIZES (in.) 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 1.0 1.5 Steam condensate any 1.0 1.0 1.5 2.0 COOLING SYSTEMS: Chilled water or 40-55 0.5 0.5 0.75 1.0 I refrigerant below 4.0 1.0 1.0 1.5 1.5 CIRCULATING HOT WATER SYSTEMS: [ ] I Insulate circulating hot water pipes to the following levels (in.) : PIPE SIZES (in.) NON-CIRCULATING 1 CIRCULATING MAINS & RUNOUTS HEATED WATER TEMP (F) : RUNOUTS 0-1" I 071.25" 1.5-2.0" 2.0+" I I 170-180 0.5 I 1.0 1.5 2.0 I 140-160 0.5 I 0.5 1.0 1.5 I 100-130 0.5 I 0.5 0.5 1.0 1 LAW OFFICE OF BENJAMIN J. LOSORDO 78 Route 6A P.O.Box 1637 Benjamin J. Losordo Sandwich, MA 02563 Mary M. Gaffney Phone (508) 888-6067 Fax (508) 833-2307 August 24, 2000 Community Bank ATTN:Bonnie VIA FAX: (508) 559-6582 RE: 291 Percival Drive, West Barnstable Lot 15 Weekes Crossing To Whom It May Concern: Pursuant to your request, I have researched the buildability of the above parcel, and it is my opinion that the lot is buildable for single family residential use for the following reasons: 1. The lot is located in a residential zoning district-which requires a minimum of one (1) acre. While the lot itself is less than one acre, it is part of an"open space development" which allows a developer to subdivide a tract of land into a conservation of"open space" and smaller lots than zoning would otherwise require, so long as the total number of lots does not exceed the number of lots which would be created by a traditional"tract" subdivision. 2. Further, the Weekes Crossing open space development was approved by a Special Permit recorded at Book 4990 Page 127 issued by the Barnstable Planning Board. This Special Permit overrides the dimensional requirement of the zoning bylaws. As a result, the lot is buildable now and will continue to remain buildable. Very t Benjamin J. L sordo BJL/rsl I ' - • .: t.. ..__.�� •_+,+......;tii:�Bf'a•1�:�'..�'.w: ..tip .. ... :• ! • .. •.. 8004990Pe GE 127 FFa 11 L110;a ' Barnstable Planning Board ' i Special Permit Decision f; At an advertised publio hearing held before the Barnstable Planning Board on January e. 19e6, which deliberations were continued to January 13 and to January - 27, 1986, the Board heard the Application of Nabil Bodhos (Bodfish Marketing, Inc. ) for a Special. Permit for an Open Space Residential Development pursuant to Zoning by-Lay Article T for a 68.33 acre tract of land situated off of High Street, West Barnstable. The parcel is shown as Lot 1 on Assessors Map 110, and title to the• parcel to In Prank B. Faye, III, Trustee under Declaration of Trust dated'June 20, 1984, recorded in Barnstable Book 4141. Page 1e1. `~ The hearing on the Special Permit vas held 1 simultaneously with the public hearing on a Definitive Plan �y entitled: "Weekes Crossing Open Space Development Plan r� Subdivision Plan of Land in Barnstable. Mass for Mobil Boghos Scale 1` = 100' December 9. 1988 Doyle Engineering to ! Associates, Inc. ", a copy of which plan is on record at` the Planning Board office. Qd After reviewing the Plan and hearing all testimony and evidence, the Board concluded that the parcel met the Jurisdictional requirements of Section T �s well as thm j required standards for Density and Intonsity. The board also determined that the proposed plan shoved only two curb O outs, that unreasonable traffic congestion would not 0 " ! result, that safe emergency vehicle access was m provided ta@ that the soils and subsoils were suited for the intondid purposes. Further, the Board received a favorable report from the Board of Health. found that water tests proved favorable, and that all other design requirements of :_; Subsection 3(o) were satisfied. In addition. the board found that the site design respected the natural features of the property, and that the Declaration of Covenants > i Restrictions and Hasements, which were revlo-- bw Two Counsel, were suitable. I Y 1• i r 000 499OPAGE 128 ,f L ' M �v Based on the foregoing. after •ooncluding that the plan _ satisfied all requirements, and was deemed superior to a grid type plan, the Board voted unanimously to issue a Special Permit pursuant to Section T. subJect to the following: 1.) the recording of the Declaration of Covenants. Restrictions and Easements; 2.) the repaving of that portion of High Street abutting the premises; and - F 9. ) the notation on the Subdivision Plan of the 150 foot setback from wetlands. This decision is dated this 10th day of February, 1986. • �?�� C4,�� ^ Chairman: Ljl`1 l ��ftLt�� 1 �4rr i JJudy French Twenty days have s,Yg a co VII)(cqo, this decision was filed in the office of the Town Clerk and no gF sal f-"-.lf�n' filed. V:' iscant Town Clerk i kECGhDEU MAR 3186 I� i ._� 60oK5325 wcE 325 707.17 ;i John M.. Kelly, Trustee of High and Cedar Streets Trust u/d/t dated October 30, 1985 and recorded in Book 4802 Page 143 ;d of 301 Main Street, S. Yarmouth, Barnstable County.Manachusetta �1 1 in consideration of NIA'EN-FOUR THOUSAND FIVE HUNDRED AND N011OO ($94,500.00) DOLLARS 1 grant to JOSEPH GLASSER i �. of 15 Westward Road, Storrs, CT 06268 with Rttittlaita tartrettattts the land in Barnstable (West), Barnstable County, Massachusetts, bounded and 'I described as follows: SOUTHWESTERLY by Percival Drive, as shown on plan hereinafter mentioned. One y' t hundred Seventy-Three and 83/100 (173.81) feet; r 7 NORTHWESTERLY by Lot Was shown on said. plan, Two hundred Eighty-Eight and 53/1 (288.53) feet; j r'2 NORTHEASTERLY by Lot 13 as shown on said plan, One Hundred and No/100 (100.00) „ feet; SOUI1fEASTERLY by Lot 16 as shown on said plan, Two Hundred Fifty-Five and 58/100 (255.58) feet. S ?( Containing 36.539 square feet, and shown as Lot 15 on Plan entitled ? "Weekes Crossing Open Space Development Plan, Subdivision Plan of Land in itAnf� �. Barnstable, Mass. for Nabil Boghos, Scale t" - 100' December 9, 1985 Doyle ,j Engineering Associates, Inc. 47 Morin Avenue, Falmouth, Mass." which said plan i !;t is recorded in Barnstable Plan Book 413 Page 99. C Said lot is conveyed subject to and with the benefit of "Weekes Crossing Declaration of Covenants, Restrictions and Easements" dated February 24, 1986, recorded in Book 4990 Page 131. Said lot is also conveyed subject to and with the benefit of Barnstable Planning Board Special Permit Decision dated February 10, 1986, recorded in Book 4990 Page 127, as amended by "Modification of Definitive Plan in Special Permit -A pertaining to Weekes Crossing Subdivision" dated July 7, 1986, which said motiifi- k cation is recorded in Book 5233 Page 36. For title, see deed to me recorded in Book 4990 Page 150. ' Executed asa sea 26th day instrument this Y of September 1986 I'® JJ1C11 AND CEDAR STREFfS TRUST 4A� BY: John M. Kelly, Trust,6e 1 %he C=Monfnealth of 'iassachusetts BARNSTABLE u September 26 1986 1 ' Then personally appeared the above named John M. Kelly, Trustee aforesaid i and aanowlodgad the foregoing lmtrumem to be his f as d t �' eeJon rrre. / Nan Mae ' AurH of rAr has My oomminioo e:pire� R!��RCED SEP 29 86 i yr I1 I y 11 eooZ233Pic: 036 ro�'tLt�:t�. 1, MODIPICATIOK Of DCPINITIVE P:.AN AAAll" 5'r. Engineering Assocletec, SPECIAL PERNIT PCRTAINING TO endorsed b; the Board an WEEr,C: CROSSING. SUBDIVISIOK Registry o: Deeds. g •. (2.) that said Ironcioe Drive ' At a Meeting of the Barnstable P1annlnE Board on July 7, •. accordance with el, app' l licatlon by High L Cedar Streets Trust ? standards, except, i' re 986 pertaining to an app g s . ' Commission, the Board eE (Nnbil Boghos) the Board heard an Application to Modify the Definitive Plan and Special Permit of Weekec Crossing � � requirement. Subdivision, the plan of which was endorsed by the Planning Board ` Areas shown as "Open Spa Page `'' shown on revised plan at on March 10, 1966 and recorded In Plan,BooV. 413. Pa g 99• ti i I' d that it wished to'alter the location ; Drive ore lot are hereb The Applicant indicate :Ij •' of e-portion of Ironside Drive, ae well as the lot lines of .i - j provisions of the Declar severe! lots with frontage thereon. The reason for said jRl Restrictions and Eaeemen 1: relocation was the discovery of an area of possible wetlands j of Ironside Drive or e F within the original layout of Ironalde Drive. The Board Plan which are shown a determined that, as a result of said relocation, one lot would be i are Hereby specifically' provisions of said Decle lost and additional land would be dedicated to "Open Space". , IBased on the foregoing, the Board determined that Restrictions and Easemer, the j modifications were within the spirit of the original proposal and ? _ (4.) Applicant may-install a S that portion of "Open SI Section T of the By-Law. ' Purunt to subsection 9(b) of Section T, the Board voted as court, as shown, on sket: t follows: d , `• U'r i ; s The m�ldif�caCi�n is dated Jul (1.) to permit the Modification of Bald Waekea Croeaing y , ' Subdivision, as shown on Modification Plan of Weekec f.'`' . •.+ `�1 C'•�`, S qe+' BA i Crossing dated June. 1986, drawn by:Doyle a s oW�Alpfit . �% ., �. ti a.t t...are P ,0 •ti 7 EsT/MA TED PROJECT COST WORIKSHEET Value LIVING SPACE — (high end construction) square feet X$115/sq. foot= (above average construction) square feet'X$96/sq.foot= i (average construction) square feet X$57/sq. foot= GARAGE (UNFINISHED) Iy'cG, square feet X�$25/sq. foot PORCH square feet X$20/sq. foot= DECK 260 square feet X$15/sq. foot= 3 dool OTHER square feet X$??/sq. foot`= Total Estimated.Project Value i i - �"" ..� 1'Yrl�w '•ter - .��� r ' r `• - -r.:..�r:u�....i._.._.fir_� � ..__ �_: .. .. .. ';�: ✓�ie i�omvinan�urall�i a�✓�aOoac�uiaella 1' . BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number. CS 068602 {' . Expires:08/282002 Tr.no: 1361 ? Restricted To: 1G t. PAUL R PACELLA _ 132 LOMBARD AVE ru" W BARNSTABLE, MA 02668 Administrator ----------------- HOH�flPRpyE HT�CONTRACTOR Registration: - - Expiration: 1293488117101 Type: Individual a t.; Paul Pacella Paul Pacella G�CD7��W 65,ral 132 loebard Aye 3 ADMINISTRATOR Y. Barnstab �. . MA 02668 . 00-35,000 d MWIGSW SPA (MGL CA 12 S-00L) i 1A-MOWN 0* 1 G-1&2 Fanny Hamel Failure to possess a eurtent eddion of th@ Massachusetts State Building Code is cause for revocaW Of this license. f . f DIG SAFE CALL CENTER: (888)344-7233 M License or registration valid for individual. use only before expiration date. If found return to:One Ashburton Place Rm 1301 Boston Ma.02108 n 4 4 Si 1 • • 1 1 11 1 1 1 1 I 1 1 1 ■ 11 1 1 11�• • 1 •:1• • 1/ 1 • • 11 • ■ 11 • 1 •• • 1• 1 1• 1 1 • • •'s 1 1 .11 ✓.1•. ■ 11 1 �11/11 • ' • • • 1 ' 1 . :1 •'• 111•.1 • • 1 • 11 :1111• • ' • ••� 1_ • 1 1 •• 1 1 11 1 1 " 1 1 1 1 M . 11 • 1 •• • ''{".1 '-{< _1 1 / 1 • 1 1 11 �1 •' 1 �1 1 1 1 1 1 �• 1 •'• 1 • • �• • • • '1• L 1 . wl n 1 1 1 n - 11 a ' 1 1 • 11 1 '� n• 1 Opt ——, A.�ij� '•1. 1 11 -::=i::;;::::i:::->i.':ii• is::-ii•:::;::: ....do not write in this area to be completed by city or tcnm offldal permn IJ. Department cityortown* C]Uc--dng Board Q Selectmen's • it Departmentcheckif IminedLate response is required OHealth • 1 •1 1 1 1 1 I I • i1• / . . .. -. L1 • • *.-M NOR• . f • - . • .11 •;1/ . .• :1111• . / . �. . all 1 1 . . . •1/�. . .1 / • - - . 1• 1 - 1•. • . 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I II 1 • 111 till .1 eel 111111 •-0 • • ' 1 1 1 1 • 1 /1 •1 ■1y •• • 1 •1111• 1 .11 / / 1111_• ..•J • 1 , • •11.+ll 1 • • •�• • •1 1/ ••• •11/ • •I I 1 •1 • • 1 • i1I • /1 II /1 �.11 11 •• • 1 1 •Y.1• •11 1 /• •111•'. • •J•. • 11 • 11 .11 • 1✓.111 • 1 1 114 1• 811 IJ 11 •r�•1111 fillet • I . of • I. 11 • •11•J�• /1 / - . . •11 �.11 1 • 11 •1 11 • 11�1 • ,11 • tin�./11. / •_�.1 11 1 , i/ • 1 w • •CI■ •II • • • 11 .11Wifli 6 11 • •.11 r • • •• • •1■ •11 We Ito 1• • • 1 •11 • w ••• gy, 1 1 • b ••/w11 ••1 ^• If • f(cof bill Y• 11 111 •.� 1 1 11 11 1 1 I 1 •. ' 1 Oil 1 1 1 1 1 1 1 I I 11 1 1 1 / 1 1 • 1 1 ' 1 1 1 1 1 1 111 • ' ll Il I ' 1 ;t i; r WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY INFORMATION PAGE NCCI Co.No 10901 � ,�"�{�;;, •.;,, ,t N: Policy NO.- CS-OZ90440 1. INSURED: BAY COLONY SYSTEMS,INC DBA Renewal of Policy No. MAIN POST&BEAM OF CAPE COD RENEW The Insured/Mailing address: 78 ROUTE 6A Individual Partnership SANDWICH, MA 02563 X�Corporation or Other workplaces not shown above: Insured's I.D.No(s).(if applicable) See WC 00 00 01 F.E.I.N.#042997302 Risk 1D# _ 2. POLICY PERIOD: The policy period is from Ot/i 1/2000 to 01/11/2001! 12:01 A.M.Standard Time, 3. COVERAGE: at the Insured's mailing address A. Workers Compensation Insurance: Part One of the policy applies to the Workers Compensation Law of the states listed here: Massachusetts B. Employers Liability Insurance: Part Two of the policy applies to work in each state listed in item 3.A.The limits of our liability under Part Two are: Bodily Injury by Accident$100,000 each accident Bodily Injury by Disease $500,000 policy limit Bodily Injury by Disease $100,000 each employee C. Other States Insurance:Part Three of the policy applies to the states,if any,listed here: D:This policy includes these endorsements and schedules:890046,GU207R,WCOOOOOOA,W0000001,W0000414,WC200301,WC200302, WC200303B,WC200601,WC8115 4. PREMIUM: The premium for this policy will be determined by our Manuals of Rules,Classifications,Rates and Rating Plans.All Information required below is suh'ect to verification and changte by audit. Code Premium Basis Rate Per Estimated Annual Classifications No. Total Estimated $100 of Premium Annual Remuneration Remuneration See WC000001 If indicated below,interm adjustments of premium Premium r Increased Limits part Two,if applicable shall be made-- Total Premium Subject to the Experience Modification Premium Modified-to Reflect Experience Mod.of Semiannually; Quarterly; F1 Moothly Total Estimated Standard Premium Premium Discount,if applicable MA—DIA Assessment $17 Expense Constant Charge Total Estimated Annual Premium Minimum Premium $139 Deposit Premitun $663.00 Total Estimated Annual Premium 5646 Name of Producer: BAYSiDE INSURANCE Servicing Office: Small Business Underwriters Countersigned By t�i�oitoou TWO PARAGON WAY FREEHOLD N.I.07728 Authori>oed Rep,"tative pate THIS INFORMATION PARE WITH THE WORKERS COMPENSATION AND EMPLOYERS LIABiL1TY'iNRIiRANt7E'PAL1CV AND ENDORSEMENTS.IF ANY:ISSUED TO FORM A PART THEREOF.COMPLETES THE•ABOVE NUMBLRED POLICY. 110WHEo 7.93)(1) COPYRIGHT 1987.NATIONAL COUNCIL ON COMPENSATION INSURANCE WCNN#t Application to Z O oo � �. • 184 Old Kings Highway Regional Historic District Committee in the Town of Barnstable for a 23 P" 4: 41 CERTIFICATE OF APPROPRIATENESS Application is hereby made, id triplicate, for the issuance of a Certificate of Appropriateness under Section 6 of Chapter 470, Acts and Resolves of Massachusetts. 1973. for proposed work 'as described below and on plans, drawings or photographs accompanying this application for: CHECK CATEGORIESTHAT APPLY: 1. Exterior Building Construction: E New B ilding ❑ Addition ❑ Alteration Indicate type of building: [Y House to/[Y Garage ❑ Commercial- ❑ Other Z Exterior Painting: ❑ 3. Signs or Billboards: ❑ New sign ❑ Existing sign ❑ Repainting existing sign 4. Structure: ❑ Fence ❑ Wall ❑ Flagpole ❑ Other (Please read other side for explanation and requirements). d TYPE OR PRINT LEGIBLY DATE ADDRESS OF PROPOSED WORK E-,916 WICAVd— �� � ASSESSORS MAP NO. OWNER LIAU.W Rf2r 1 D� ASSESSORS LOT NO. ©� HOME ADDRESSQ_b0* t �9 �n�A TEL. NO. FULL NAMES AND ADDRESSES OF ABUTTING OWNERS. Include name of adjacent property owners across any public street or way. (Attach additional sheet if necessary). AGENT OR CONTRACTOR AOL BASCLUA TEL. NO. 13^ -2A ADDRESS C� A5 A 0 DETAILED DESCRIPTION OF PROPOSED WORK: Give all particulars of work to be done(see No. 8,other side),including materials to be used, if specifications do not accompany plans. In the case of signs, give locations of existing signs and proposed locations of new signs. (Attach additional sheet,if necessary). igned im RV- � �k�oi � Owner-Contractor-Agent Space below line for Committeeuse. � Tat f i he Cer 'ficate is hereby d DateIF 12 OWN OF BARNSTABLE91 C.G Approved ❑ IMPORTANT: If Certificate is approved,approval Is subject to the 10 day appeal period provided in the Act. Town of Barnstable Old King's Highway Historic District Committee SPEC SHEET FOUNDATION P�(j P=k& l Jd V l c old CtA-10 AzeKi SIDING TYPE (�3�(� jvld�Tl� '3 5o p COLORJ �( � CHIMNEY TYPE COLOR ROOF MATERIAL COLOR %`Z7 C�-r- - PITCH WINDOWS ((�S COLOR SIZE ok TRIM COLOR -[ DOORS <4, COLORS- SHUTTERS COLORS GUTTERS � COLORS ,:t L DECKS r� MATERIALS Q7 . GARAGE DOORS , . COLORS '( SKYLIGHTS SIZE ^ COLORS SIGNS COLORS FENCE COLOR NOTES: Fill out completely, including measurements and materials/colors to be used. Four copies of this form are required for submittal of an application, along with Four copies of the plot plan, landscape plan and elevation plans, when applicable. SPECSHT Revised 11/98 I � • . MAP 11, 'PARCEL 061 AREA: 36,539 SF 10' MIN.CLEARING OUTSIDE OVER DIG ..... PROPOSED SANITARY SYSTEM SEE DETAILS SHEET 2 Ile* 50.0'R 150.0'R 1 rs 3:1 MAX LIMITS OF / I I �. SIDESLOPE CLEARING 47.4' ' OP 1 Fp Fp ,• 150.0'R w ohs_ `I/ P 441AI,M E �t o ps 00 2'W r 10.0 �'(o' CHIMNEY p 30.6, / \ 'at 4 \ UG U TS EXIST WELL O UG i TS BOX ZONING: RF SETBACKS: MINIMUM FRONT 30' SIDES 15' REAR 15' GENERAL NOTES: 1. ALL CONSTRUCTION SHALL CONFORM TO THE N REQUIREMENTS OF THE MOST CURRENT MA DEP ENVIRONMENTAL CODE TITLE V AND LOCAL BOARD OF 'HEALTH REQUIREMENTS. 2. CONTRACTOR SHALL NOTIFY DIG-SAFE PRIOR TO CONSTRUCTION AND BE RESPONSIBLE FOR ALL UNDERGROUND UTILITIES. 3. EXISTING UTILITIES AS SHOWN ARE APPROXIMATE W_ E ONLY. ACTUAL LOCATIONS AND ELEVATIONS SHALL •BE DETERMINED IN THE FIELD BY THE CONTRACTOR AND/OR OWNERS REPRESENTATIVE PRIOR TO ANY CONSTRUCTION. 4. DESIGN ENGINEER SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO REQUIRED INSPECTIONS. FAILURE TO DO SO MAY RESULT IN RE-EXCAVATION '�+ OF INSTALLED COMPONENTS FOR INSPECTION S PURPOSES. 5. NO CHANGES IN THE FIELD WITHOUT PRIOR NOTIFICATION OF THE DESIGN ENGINEER. , FIELDSTONE RD f OCD 6. ALL TREES WITHIN 10' OF THE SAS SHALL BE COUNTY / REMOVED. ALL ROOTS WITHIN THE SAS SHALL BE REMOVED PRIOR TO INSTALLATION OF THE SYSTEM. G 7. THE SYSTEM IS NOT DESIGNED TO ACCOMODATE e9y A GARBAGE GRINDER. W o BARE C0� Ysoo-3z2,* 0'1'}- EXIST. LOCUS WELL PERCIVAL ST PROFESSIONAL aur,c,rra NO SCALE LAND SURVEYOR PROFESSIONAL ENGINEER BENQiMARK OF AJA ����SNOP Y1Ss'c TOP OF CONCRETE BOUND or ROBS \�se �o� yes. EL=111.53 F o. I)ANIEI, ts1. ` S KES SRf1'CII PROPOSED 9 tdo.3 [� o 0. 3 650 WELL CI �ISTEIr PEO Fssro V11C SYSTEM DESIGN LEGEND: MAP 111, PARCEL 061 - - PROPERTY LINE 291 PERCIVAL DRIVE PROPOSED CONTOURS EXISTING CONTOURS BARNSTABLE, MA - - - — — LIMITS OF OVERDIG PERIMETER PROPOSED LEACHING TRENCH RESERVE PROPOSED RESERVE AREA LAND SERVICES, INC. P.O. Box 1188 - 41 Meetinghouse Lane C"y PROPOSED SEPTIC TANK Sagamore Beach, MA 02562 TP—I TEST PIT,. LOCATION & NUMBER 'REPARED FOR: DANIEL TROUT FF FIRST FLOOR DATE: APRIL 1999 SCALE: 1" =30' �� �� LIMITS OF CLEARING DWG NO.: 99055.DWG SHEET 1 OF 2 Application to 063 Old Kings Highway Regional Historic District Committee in the Town of Barnstable for a CERTIFICATE OF APPROPRIATENESS Application is hereby made, iri triplicate, for the issuance of a Certificate bf Appropriateness under Section 6 of Chapter 470, Acts and Resolves of Massachusetts, 1973, for proposed work as described below and on plans, drawings or photographs accompanying this application for: CHECK CATEGORIES THAT APPLY: 1. Exterior Building Construc�ttoQn: New Building ❑ Addition ❑ Alteration O Indicate type of building: House W/;4 Garage ❑ Commercial ❑ Other 2. Exterior Painting. ❑ /�� I c> 3. Signs or Billboards: ❑ New sign ❑ Existing sign ❑ Repainting existing sign ,r- 4. Structure: ❑ Fence ❑ Wall ❑ Flagpole ❑ Other (Please read other side for explanation and requirements). TYPE OR PRINT LEGIBLY 2(�' p �V�L D?iVE DATE 3�7' -Z- ADDRESS OF PROPOSED WORK #A ASSESSORS MAP NO. OWNER DAMI J'JVD r /Ati1 LA) X VR T ASSESSORS LOT NO. 046 HOME ADDRESS 81 RUUI C gb. 04AVNIU, /* D DI TEL. NO. 58—771 —V52.6 FULL NAMES AND ADDRESSES OF ABUTTING OWNERS. Include name of adjacent property owners across any public street or way. (Attach additional sheet if necessary). AGENT OR CONTRACTOR T&MY6 r9/47, rll'- TEL. NO. ADDRESS /202 40727 164 !6'9'UIDNI�CN,, lNA IJZ3 DETAILED DESCRIPTION OF PROPOSED WORK: Give all particulars of work to be done(see No. 8,other side), including materials to be used, if specifications do not accompany plans. In the case of signs, give locations of existing signs and proposed locations of new signs. (Attach additional sheet, if necessary). Mew 64)e hz* k*X wi ih IM41d yVQ-q9, �Cb1z*%D 40�. A P P 1� U Signed yy�_o Owne - ontractor- gent Space below line for Committee use. D.C. �i ¢ D Date he Certificate is hereby o2�3 Date _V641 Ti md'` ' S �Gl'�•UQ/1dC, Approved IMPORTA T. If Certificate is approved, approval Is subject to the 10 day appeal period provided in the Act. jt 0 Town of Barnstable - Old King's Highway Historic District Committee SPEC SHEET Q FOUNDATION PyRCy SIDING TYPEC, L�A��/IV,L•�/��//yOLOR �cC� �C7C.yt�D CHIMNEY TYPE &e&w. B�P�GX COLOR y�IQJ•� �l/V ROOF, MATERIAL Z5y�, � COLOR PITCH 8J14? WINDOWSAIVOW6V D/y COLOR SIZE TRIM COLOR DOORS 5?E�Z 644)1) q LiT�J Pwa OLORS- SC.G A7ro4a GIJ SHUTTERS COLORS GUTTERS �� fJ COLORS /'W7 DECKS 1 i W S- GARAGE DOORS Pq/U�(�+D COLORS S[ 477A.f 64!) — SKYLIGHTS V'&GVV SIZE y/Xq l COLORS &?OeA SIGNS /V COLORS U FENCE NIA COLOR Nm U NOTES: Fill out completely, including measurements and materials/colors to be used. Four copies of this form are required for submittal of an application, along with Four copies of the plot plan, landscape, plan and elevation plans, when applicable. SPECSHT Revised 11/98 l GENERAL NOTES: .-..,MAP -PARCEL 06.1 1. ALL CONSTRUCTION SHALL CONFORM TO THE AREA 36.539r-SF REQUIREMENTS OF THE MOST CURRENT MA DEP ENVIRONMENTAL CODE TITLE V AND LOCAL BOARD 10' MIN.CLEAR4NG OF HEALTH REQUIREMENTS. OUTSIDE.,00WERDIG 2. CONTRACTOR SHALL NOTIFY DIG—SAFE PRIOR TO CONSTRUCTION AND BE RESPONSIBLE FOR ALL UNDERGROUND UTILITIES. w 3. EXISTING UTILITIES AS SHOWN ARE APPROXIMATE PROPOSED ONLY. ACTUAL LOCATIONS AND ELEVATIONS SHALL SANITARY SYSTEM _j BE DETERMINED IN THE FIELD BY THE CONTRACTOR SEE DETAILS SHEET 2 AND/OR OWNERS REPRESENTATIVE PRIOR TO ANY CONSTRUCTION. 4p 4. DESIGN ENGINEER SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO REQUIRED INSPECTIONS. FAILURE TO DO SO MAY RESULT IN RE—EXCAVATION 150.0'R OF INSTALLED COMPONENTS FOR INSPECTION PURPOSES. 150.0'R 5. NO CHANGES IN THE FIELD WITHOUT PRIOR FIELDSTONE RD— OF THE DESIGN ENGINEER. NOTIFICATION OCD 3:1 MAX 0 C SIDESLOPE 6. ALL TREES WITHIN 10' OF THE SAS SHALL BE REMOVED. ALL ROOTS WITHIN THE SAS SHALL BE CLEARING .4 REMOVED PRIOR TO INSTALLATION OF THE SYSTEM. 7. THE SYSTEM IS NOT DESIGNED TO ACCOMODATE A GARBAGE GRINDER. QJAI LIMITS OF EXIST. D%G S!Npe LOCUS WELL 0 C/8 �oO 3 2 /10.0, `A? 10.0, PX PERCIVAL ST pp 5Q.O'R 9 /10 UO 10 w rV Q LOCUS E 00 ' 2'X6 NO SCALE 14CHIMNEY PROFESSIONAL 10.0 LAND SURVEYOR PROF EIS, FN GI NEER . BENCHMARK 30.6, OF F TOP OF CONCRETE BOUND ROBS EL=111.53 B. DA PROPOSED SYKES SMITH v. ........................ WELL 704 No O. 36. UTS WELL EXIST OSTE I-S LEGEND- UG SEPTIC SYSTEM DESIGN TS \1 PROPERTY LINE MAP 111, PARCEL 061 PROPOSED CONTOURS 291 PERCIVAL DRIVE EXISTING CONTOURS BARNSTABLE, MA LIMITS OF OVERDIG C3 PROPOSED LEACHING TRENCH & D—BOX RESERVE: PROPOSED RESERVE AREA tPERIMETER . INCPROPOSED SEPTIC TANK ZONING: RF LAND SERVICES, 1 - 41 Meetinghouse Lane SETBACKS: MINIMUM P.O. Box 1188 TEST PIT, LOCATION & NUMBER FRONT 30' Sagamore Beach, MA 02562 SIDES 15' PREPARED FOR: DANIEL TROUT FF FIRST FLOOR REAR 15- 1011DI&O LIMITS OF CLEARING • DATE: APRIL 1999. SCALE: 1" =30' • DWG NO.: 99055.DWG SHEET 1 OF 2 7 FIRST FLOOR 1 EL=106.00 4" SCH 40 4" SCH 40 SOLID WALL PVC PERFORATED PVC BASEMENT 10' MINIMUM SLAB MAN HOLE RISERS AS REQUIRED (TYP) 97 5 FINISH GRADE TO PROP. LINE SEE PLAN FINISH GRADE - SEE PLAN 9" (MIN) ,.`:s=--�.1..-.��-y ,.i.c;.: n u 12" MIN. 2" OF 1./8 -1/2" 36" MAX. $ 2 0 3^ DOUBLE WASHED STONE -- 12" S=1.25% .... . .. ........ .... .........:....... . . . :..,..: PERFORATED _. ::.; 4" SCH 40 EL=95.00 ..: �:'..:... PVC PIPE EL=93.36 13" EL=94.43 �_�, .�;:�.� .rc'y• -c-. • rs"`.�.,'. .r>-r .�;.•<..�.-��_ �-�-:. . t.r fi Z . i ri 1 y f��4 K�� t .., i t ^�u" �{.. (•.,rs' y=`t" l0" EL= 14" 93.5 ;� � •-•r (��"�'-'"'�'' ��•`' -tom- ti�,�rr-.`"" �>ti� 3/4"-1 1/2" DOUBLE WASHED ..'L.'3„'�'..i�->>{i• `mot' {r=� 1::i;.:{��''{�..1'Y"N { Y.}��>=%'� ...:^i'{.`{ EL= 12:.' �sY. �Y„� ��r1 T �- �c{ � .t:;?"ter t�`1 �;; CRUSHED STONE (TYP.) 94.80 t� �`; � ��v i-_ ,JAR? t^�y�7.� ;� .?.;,; ' z EL=93.79 , ._ �`5• _ -��-.._ .,r}-.- t .r_ -i::�>.�::_-,-� EL=91.36 1500 .GALLON = � PRECAST CONC. j o FIRST 2' TO BE 10• SEPTIC TANK WITH *5 REINFORCED,CONC. DISTRIBUTION INSTALLED LEVEL (10' MINIMUM) 2 - PVC SCH 40 BOX W/6 OUTLETS EL�J3.62 TEES AND GAS BAFFLE -' W/6" COMPACTED GRAVEL BASE (NO STONE OVER 2") 12" 12.4' 51' 5' MIN. FOR PERC. RATE >2MPi 2.5' 31.75' 4' MIN. FOR PERC. RATE <2MPI .. . .... . ... - 6" COMPACTED GRAVEL BASE (NO STONE OVER 2") GROUND WATER NONE TO EL 79.0 I 60' (20' MINIMUM) SOIL TEST LOG SOIL TEST LOG PROFILE DESIGN SUMMARY: TEST PIT NO. 2 TEST PIT NO._ 1 NO SCALE TITLE V LONG TERM ACCEPTANCE RATE OEPTH(IN) TOP OF HOLE HORIZON TOP OF HOLE DEPTH(IN) -ELR (EFFLUENT LOADING RATE). 0. EL=91.0 EL=95.5 0. LOAMY SAND LOAMY SAND PERCOLATION RATE: 3 MIN PER INCH 7.5YR5/3 OIX 7.5YR5/3 SOIL CLASSIFICATION: CLASS I NOTE: FINISH GRADE SHALL HAVE A MINIMUM SLOPE OF MASSIVE/FRIABLE MASSIVE/FRIABLE 0.02 FT/FT ACROSS THE SOIL ABSORPTION SYSTEM FINISH GRADE 6" 6� DESIGN FLOW: FSEE PLAN LOAMY SAND LOAMY SAND I 7.5YR5/4 B 7.5YR5/4 NO. OF BEDROOMS:4 .� MASSIVE/FRIABLE MASSIVE/FRIABLE DESIGN FLOW: 4 BDRMS X 110 GPD/BDRM= 440GPD 1 . 18� 18' 36" MAX t 2" OF 1/8"-1/2" LOAMY SAND LOAMY SAND _REQUIRED EFFLUENT LOADING RATE: 12" MIN I DOUBLE WASHED STONE 7.5YR5/3 Cl 7.5YR5/3 0.74 CPD PER SF OF LEACHING AREA 4" P.V.C. MASSIVE/FRIABLE MASSIVE/FRIABLE 66' 66' 440 GPD/ 0.74 GPD/SF= 595 SF LEACHING ••..."......•... """"'"" MEDIUM SAND MEDIUM SAND AREA REQUIRED rt kir. 4" -4� P ``' 3/4"- 1 1/2" 7.5YR6/4 7.5YR6/4 DOUBLE WASHED SINGLE GRAIN LOOSE SINGLE GRAIN LOOSE 162" PROPOSED SOIL ABSORPTION SYSTEM(SAS) r �` '~` tom'` ', 4=' 2' `�'' STONE 1 • FOR THE ACTIVE AREA: <<l [ 1 r,,�- _y NOTES: DATE OF TEST:4/1/99 3 TRENCHES ACTIVE A LONG SOIL EVALUATOR: DANIEL SMITH '--- 5'----�- 4'---- - 2'---�--- 6'-�~- 2r--�-- 6' 2'_2'_ 5' '� WITNESS: EDWARD BARRY-BARNSTABLE BOARD OF HEALTH AREA PROVIDED: OVERDIG ACTIVE ACTIVE ACTIVE OVERDIG NQ GROUNDWATER OBSERVED TOP OF PERC AT 48" TEST PIT NO 2: PERC" RATE: 3 MPI BOTTOM: 3x 2'x31.75') _ ,90.5 SF ' PERIMETER ( PROFES I SIDEWALLS:3x[2x(2'x31.75')+2(2'x2')] = 405.0 SF REMOVE ALL MATERIAL WITHIN OVERDIG LIMITS TO TOP OF �'= TOTAL AREA = 595.5 SF LAND SERVICES, INC- TOTAL SOIL LAYER(APPROX EL 89.5) OR AS OTHERWISE DIRECTED P.O. Box 1188 - 41 Meetinghouse Lane h: BY THE BOARD OF HEALTH. REPLACE WITH CLEAN GRANULAR fR_�' o� g EACH TRENCH FILL TO TOP OF TRENCH(EL 99.86) IN ACCORDANCE WITH P3I?�I "°; Sagamore Beach, MA 02562 EFFECTIVE LENGTH = 31.75' LONG 310 CMR 15.25 �" MIT EFFECTIVE WIDTH = 2' EPARED FOR: DANIEL TROUT EFFECTIVE DEPTH = 2' LEACHING TRENCH CROSS SECTION CIVIL NUMBER OF TRENCHES = 3 NO SCALE . 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