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HomeMy WebLinkAbout0082 SEA MEADOW CIRCLE 0 h?Ec1orJ o � o . " F — c 6 z " i N �I �I Town of Barnstable Bi111C1i (7,1h •p yamrtificate of Occupancy:is Required,such Building shall Not be Occupied until a Final Inspection has'been made Permit mit Permit No. B-16-2406 Applicant Name: WHITAKER, MICHAEL H &CORINNE A Map/Lot: 246-232 Date Issued: 08/30/2016 Current Use: Zoning District: RB Permit Type: Building-Shed-Residential-200 sf and under Expiration Date: 02/28/2017 Contractor Name: Location: 82SEA MEADOW CIRCLE,CENTERVILLE Est..Project Cost: $0.00 Contractor License: Owner on Record: WHITAKER,MICHAEL H&CORINNE A Permit Fee: $0.00 " Address: 70 BOGASTOW BROOK RD �Fee�Paid: � $0.00 SHERBORN, MA 01770 Date:"^ �, 8/30/2016 Description: Shed 10X16 " t Project Review Req : Shed 1OX16 t I t Building Official T t This permit shall be deemed abandoned and invalid unless the work authorized by this permit;is commenced within six'months after issuance. All work authorized by this permit shall conform to the approved application an_d theapproved construction documents for which this permit has been granted. �� All construction,alterations and changes of use of any building and structures shall be m compliance with the localaoning by=lawsand codes. 4 r x _ n f "' li ins i n for the entire duration of the work until the completion of the same. This permit shall be displayed in a location clear) visible from access street o�.roa'd and shall be maintained o e or ub c ect o p PY " P _P P The Certificate of Occupancy will not be issued until all applicable signatures by 11he Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work , - 1.Foundation or Footing K` 2.Sheathing Inspection � ° 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; 5.Prior to Covering Structural Members(Frame Inspection) ffi: 6.Insulation 7.Final Inspection before Occupancy 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. "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT 3v � Town of Barnstable �TME'ati Regulatory Services , Richard V. Scali,Director ' '" MAS& �'� Building Division �' v Aim Paul Roma,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 35 0� PERNIIT# ` FEE: $ BUILDING DEPT. 46SHED REGISTRATION. AUG I - RESIDENTIAL ONLY �'� 200 square feet or less TOWN OF BARNSTABLE Location of shed(address) Village Z D F-o Property owner's name -.Telephone number ' Size of Shed Map/Parcel# Signature Date c�koeI hag ;[', cow - Hyannis Main Street Waterfront Historic District?' Old King's Highway Historic District Commission jurisdiction? You must file with Old King's Highway Conservation Commission(signature is required) �� I Sign off hours for Conservation 8:00-9:30&3:30-4:30 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. t THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg REV:06/20/16 ' Commonwealth of Massachusetts �Iz2q Sheet Metal Permit Date: 0 I(9, Permit# a o I o;6/,J10 Estimated Job Cost: $ ? o a o 0 Permit Fee: $ Plans Submitted: YES NO Plans Reviewed: YES NO Business License# /y J Applicant License# Business Information: Property Owner/Job Location Information: Name: JqYj Cee( ��IQ C l n)C Name: �! Street: Street: l5eG nec (jW eirot City/Town:��nA u3\6,, oo A City/Town: �QI��C.��� �e —A Telephone: - q2�--U /7 1 Telephone: ] ' ..Photo I.D.required/Copy of Photo I.D. attached: YES NO Staff Initial J-1 /M-1-unrestricted license J-2/M-2-restricted to dwellings 3-stories or less and commercial up to 10,000 sq. ft./2-stories or less Residential: 1-2 family V/ Multi-family Condo/Townhouses Other --a Commercial: Office Retail Industrial Educational Institutional Other A Square Footage: under 10,000 sq. ft. V over 10,000 sq. ft. Number of Stories: a Sheet metal work to be completed: New Work: Renovation: _ a HVAC Metal Watershed Roofing Kitchen Exhaust System 00- r Metal Chimney/Vents Air Balancing Provide detailed description of work to be done: 1> .n 1� � �1n JAM C 3 � G. ,C i anco�n, ' P -JAI"���, j BALANCED HVAC INC Estimate 15 Jan Sebastian Dr Estimate# Date Sandwich MA 02563 1155 2/13/2012 Phone# Fax# (508)428-0974 (508)428-0975 Name/Address B&D Realty&Development,Inc Kevin Boyar RE:82 Seameadow Centerville y Description DESIGN AND INSTALLATION OF ONE COMPLETE HEATING AND AIR CONDITIONING SYSTEM Installation of 1:ONE BRYANT 116 16 SEER SINGLE STAGE OUTDOOR CONDENSERS 2:ONE BRYANT 925S 96%EFFICIENT FURNACE. 3:ONE BRYANT CNPVP UPFLOW COIL. 4:ONE BRYANT 5 INCH MEDIA FILTER. 5:GALVANIZED SUPPLY AND RETURN TRUNK DUCTING 6: SYSTEM WILL BE CHARGED TO MANUFACTURERS SPECIFIED SUBCOOLING REQUIREMENT. 7: REFRIGERATION PIPING. 8: STAMPED METAL GRILLS AND REGISTERS. 9:INCLUDES DIGITAL THERMOSTAT. 10:ALL HVAC DOCUMENTS&DRAWING FOR PERMIT&INSPECTIONS. 11:JOBSITE TO BE LEFT IN BROOM SWEPT CONDITION AT THE END OF EACH DAY.(OUR DEBRIS ONLY) 12:ALL REFRIGERATION PIPING TO BE 3/4 X 3/8 INSULATED PIPING AND CONDENSERS WILL BE PLACED UPON LEVEL PRECAST PADS. 13:SYSTEM OPERATION AND ORIENTATION WITH HOMEOWNER. 14:DELIVERY DUCTING WILL BE PROTECTED DURING CONSTRUCTION. 15 SYSTEM WILL BE STARTED AND CONFIRMED OPERATIONAL IN COOLING MODES. 16: SYSTEM WILL HAVE A CONDENSATE PUMP WITH SAFETY SHUTOFF SWITCH 17: SYSTEMS WILL MEET ALL MA AND TOWN CODES. SYSTEM QUALIFIES FOR THE$800.00 REBATE FROM YOUR GAS COMPANY. Total - Signature Page 1 I_ T N BALANCED HVAC INC Estimate 15 Jan Sebastian Dr Estimate# Date Sandwich MA 02563 1155 2/13/2012 Phone# Fax# (508)428-0974 (508)428-0975 Name/Address B&D Realty&Development,Inc Kevin Boyar RE:82 Seameadow Centerville Description RETAINER OF 25%DUE UPON ACCEPTANCE 25%DUE AT START OF PROJECT AND DELIVERY OF EQUIPMENT. 40%DUE AT COMPLETION OF ROUGH 10%DUE AT SYSTEM STARTUP. DOES NOT INCLUDE ELECTRICAL WIRING DOES NOT INCLUDE GAS PIPING. Total $7,800.00 Signature Page 2 a TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map o Parcel ' 'Application 4t v Health Division Date Issued �� < Conservation Division ��� Application Fee Planning Dept. , 'Permit Fee �S Date Definitive Plan.Approved by Planning Board Historic - OKH Preservation/Hyannis Project Street Address R2 Sea klea.& 1rG/e. GadtNi&.. .RA'RA- Village Owner l due-1 °► A114ako— Address 70 BoOaS�bw RhoeVe Rd. Telephone Cdd,, 6/7. 780 29/0 S . erb rn ,A-A 0/770 Permit Request an6huc7 cabana o�1 �v// tiGmCl(99'7a-n /')O lei+_ Square feet: 1 st floor: existing�_13 proposed 402- 2nd floor: existing proposed _92 Total new &4 Zoning District - Ra Flood Plain ZONE C Groundwater Overlay Project Valuation 1/5-0,000 Construction Type Lot Size 34, 2+/- Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: 2'�ull ❑Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) n/e9 Basement Unfinished Area (sq.ft) &_7 2- Number of Baths: Full: existing new Half: existing a new Number of Bedrooms: Q aexisting!9 new Total Room Count (not including baths): existing new 4 First Floor Room Count 3 Heat Type and Fuel: 3/Gas ❑ Oil ❑ Electric ❑ Other Central Air: GYl'es ❑ No Fireplaces: Existing New Existing wood/coal stove: Yes ❑ No -- C Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barrfw=C1 existing,; ❑ neZY size_ CD C� Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other,I Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes Y No If yes, site plan review# a Current Use /)/c? Proposed Use 5WIMMino CgeOSna APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name 89D CoShl-M 23Ujhk1S, Telephone Number ?74-9W-/35'2 Address R 0• Box 2l License# CS " 633z Home Improvement Contractor# Worker's Compensation # n,(a"I ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN-T& PUMP674 SIGNATURE DATE �� `� FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED = MAP/PARCEL NO. Al ADDRESS VILLAGE OWNER DATE OF INSPECTION: F FOUNDATION o t S•Ams rc to( i tl FRAME INSULATION FIREPLACE ' ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL ` GAS: ROUGH FINAL 'FINAL BUILDING Gz -7 3//3 DATE CLOSED OUT r '! ASSOCIATION PLAN NO. - r 0. �ofYHer y Town'of Barnstable a Regula to ry"S ervi ces v MASS. Thomas.F.Geiler, Director t67¢ ♦� Building Division Tom Perry', Building,Com mission er MO Main Street, Hyannis,MA 02601 www.tow.n.ba.rnsta ble.m».us Office: 508-8624038 Pax: 508-790-6230 Property Owner-must Complete'and Sign 'Ihis Section` if Using Builder I, �.717aKeT , as Owner of the subject property hereby authorize TU�le 11C to act on my behalf, in all matters relative to work authorized.by I this building'permit application for: (Address of Job) (,J h�W,915 Signature of Owner D to Print Name If Property.Owner,is applying for permit please complete the Homeowners License Exemption Form on th'e reverse side. SAF-ZHEBTABLE LAND REGISTRY ' r Town'of Barnstable oFTME la,. ` Regulatory Services BAMSTABLE, : Thomas F.Geiler,Director y MAN. g �bprfn r 0 [hIIg-MVlsioll Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 AGREEMENT FOR ACCESSORY USE OF RESIDENTIAL BUILDINGS ASSOCIATED WITH RESIDENCE We, the undersigned, Michael & Corinne Whitaker, being the owners of property situated at 82 Sea Meadow Circle, Centerville,MA,holding title under a deed recorded with the Barnstable County Registry of Deeds or Barnstable County District Registry of the Land Court as Document No. C182860, being shown on Assessors' Map 246 as Parcel 232, hereby agree, certify, warrant and represent to the Town of Barnstable that the accessory building to the residence located on the same parcel as above-described,which contains living quarters, (no kitchen) is not intended for and shall not be used as a permanent,separate apartment for year-round or summer occupancy,or for rent in any fashion. The intended and authorized use is for the occasional guests associated with the residential use on the same premises. This separate unit shall not be used for a "Family Apartment" (as defined in Zoning Ordinances) which would require application and approval of a special permit and compliance with the Family Apartment Rules and Regulations. This separate unit shall not be rented as an,apartment or as a single room, or in"any fashion, which . rental would be a violation of the Town of Barnstable's.rules, regulations,,and zoning ordinances. This unit is not authorized for a kitchen and will never be authorized to have a kitchen of any sort in the future. This Agreement shall be duly recorded or filed at the Barnstable County Registry of Deeds/Land Court for the purpose of alerting future owners:of the property of this binding Agreement concerning the:use of the property as herein stated,which shall run with the land and binding future owners. The consideration for this Agreement is the issuance of a building permit and/or certificate of occupancy by the Town of Barnstable Building Department. 7* WITNESS our hands and seals.this day of dS 201 . TOWN OF BARNSTABLE OWNER(S) By: Mic ael taker TirolhasWriy,Building rSSACHUSETT oner o ' e 'taker THE COMMONWEALTH OF BARNSTABLE COUNTY, SS Date A ,20 :Then personally appeared the above-named (owner),1'/1'Ch&/ 120d �DY/yli� 1AAr and made.-oath_as..to-the-truth-of the-for.egoing-instrument,--befor-e._me, Notary Public My Commission Expires: MICHME_M.BEADLE Notary Public Commonwealth of Massachusetts Q:word/accessoryagreement My Commission Expires July 30,2015 Michael and Corinne Whitaker 82 Sea Meadow Circle .entered le, MA 02632 Thomas Perry .Town of Barnstable Building Commissioner 200 Main Street Hyannis, MA 02601 August 24, 2011 Dear Mr. Perry, I am writing in conjunction with the attached Agreement for Accessory Use of Residential Buildings Associated with Residence, dated August 24, 2011, to confirm our mutual understanding that the referenced unit at 82 Sea Meadow Circle, Centerville, MA, may have an outdoor kitchen provided that it does not now have, nor in the future have, any indoor kitchen. Thank you for your assistance throughout this process,it is greatly appreciated. Sincerely, Michael Whitaker Acknowledged and Agreed: omas Perry Building Commissio r Town of Barnstable, MA ......... .. ..... Town of Barnstable Regulatory Services EARNMBLE. : Thomas F.Geiler,Director 16 9. ,•� Building Division ,erED�p Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 AGREEMENT FOR ACCESSORY USE OF RESIDENTIAL BUILDINGS ASSOCIATED WITH RESIDENCE We, the undersigned, Michael & Corinne Whitaker, being the owners of property situated at 82 Sea Meadow Circle, Centerville,MA, holding title under a deed recorded with the Barnstable County Registry of Deeds or Barnstable County District Registry of the Land Court as Document No. C182860, being shown on Assessors' Map 246 as Parcel 232, hereby agree, certify, warrant and represent to the Town of Barnstable that the accessory building to the residence located on the same parcel as above-described,which contains living quarters, (no kitchen) is not intended for and shall not be used as a permanent,separate apartment for year-round or summer occupancy, or for rent in any fashion. The intended and authorized use is for the occasional'guests associated with the residential use on the same premises. This separate unit shall not be used for a "Family Apartment" (as defined in Zoning Ordinances) which would require application and approval of a special permit and compliance with the Family Apartment Rules and Regulations. This separate unit shall not be rented as an apartment or as a single room, or in any fashion, which rental would be a violation of the Town of Barnstable's rules, regulations, and zoning ordinances. This unit is not authorized for a kitchen and will never be authorized to have a kitchen of any sort in the future. This Agreement shall be duly recorded or filed at the Barnstable County Registry of Deeds/Land Court for the purpose of alerting future owners of the property of this binding Agreement concerning the use of the property as herein stated,which shall run with the land and binding future owners. The consideration for this Agreement is the issuance of a building permit and/or certificate of occupancy by the Town of Barnstable Building Department. WITNESS our hands and seals this day of 201 . TOWN OF BARNSTABLE OWNER(S) By: Michael Whitaker sWrry,Buildin=SSACffUSETT Corinne Whitaker THE COMM 11 ONWEALTH OF BARNSTABLE COUNTY, SS Date Then personally appeared the above-named (owner), and made oath as to the truth of the foregoing instrument,before me. f Notary Public My Commission Expires: Qmord/accessoryagreement TOWcd / Michael and Corinne Whitaker 82 Sea Meadow Circle Centerville, MA 02632 Thomas Perry f . Town of Barnstable Building Commissioner, 200 Main Street . Hyannis, MA 02601 ' August 24, 2011 Dear Mr: Perry, t I am writing in conjunction with the attached Agreement for Accessory<Use of Residential Buildings Associated with Residence, dated August 24, 2011, to confirm our mutual understanding that the referenced unit at 8.2-S ae Meadow Circle, Center ille,,MA; may have an outdoor kitchen provided that it does not now have, nor in the future have, ' any indoor kitchen.' Thank you for your assistance throughout,this process,-it'is greatly appreciated: , Sincerely; w. Michael Whitaker m r Acknowledge and Agreed: T as Perry, Building Commissioner • , . Town of Barnstable, MA , �t Town of Barnstable Regulatory Services Y w BMWSrABLE. { Mass. g, Thomas F. Geiler,Director 1639.�FDMA'�a,� Building Division Tom Perry,Building Commissioner i 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 August 11, 2011 B & D Custom Builders, Inc. Attn: Kevin Boyar PO BOX 21 West Barnstable, Ma. 02668 RE: 82 Sea Meadow Circle, Centerville Map: 246Parcel: 232 Dear Mr. Boyar: This letter is in response to application number 201103758 to construct an additional structure at the above referenced address. The permit request states a cabana; however, the plans show a two bedroom dwelling unit. The property is located in a RB district which allows one single family home on the property (which there is already on the property). It is the opinion of this office that the plans submitted would be a violation of zoning; therefore,your application is not approved at this time and we are unable to issue a permit based on your submission. Respectfully, jAe . Lauzon Local Inspector (508) 862-4034 Q:zoning5 F 82 s E-Ac Mt-Doridu) C-lENAT,E*,\11ld Igor- a E r r i zo 50 82 Sty Mt-J , 48`-'' + 1�F�tP `-t.,�* It �ps- "+ t'•• tea:.. - ��� '��#� �'� � ��� ���� ,� �' � . ` , M �s t 1i' TOVII OF 4iJ . S3 za«P 1A„3 L„e <.1 a � i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 2 (o Parcel' 232 Application # Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee �° Z Date Definitive Plan Approved by Planning Board fo�7�ll Historic - OKH Preservation /Hyannis - Project Street Address 2 a.dow Village CeAeN I IQ- Owner m i d2.i v�l�l�a►/,ce.� Address 82 5eA (1-Aktvi l le,, MA Telephone ((.21`l) 5- 3_ (42_(o Permit Request 0[7t)a+a)CJ- GN1tAe- Sc 1mr-osin6 '{baI W) reCurst 4MG 20 x 50 -- 4#E#TEI�OADOL 9� Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Re . Flood Plain Groundwater Overlay Project Valuation "? Construction Type_&ni `Sn ) Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count, -i Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other y Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove ❑Yes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: D existing 0 new, 'size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: 1 ' Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use ( 't APPLICANT INFORMATION OR$ e� W S.Tu 'n _BU I c BUILDER R mc-, OWNER) Name oviola Telephone Number '�0 . Bvx 21 Address I l License# CS ?6332 \A- s ; HA 0" &B Home Improvement Contractor Worker's Compensation # °`'"""� '�'�°"� '�-��'` N/A ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN X DFE SIiTE SIGNATURE DATE 5712-41 d FOR OFFICIAL USE ONLY APPLICATION# ' L _ _ DATE ISSUED # MAP/PARCEL NO. ADDRESS "r VILLAGE i OWNER DATE OF INSPECTION: FOUNDATION FRAME ouL s-meA- k '7 111 INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING ® I)1L -_. 41, DATE CLOSED OUT' ` ASSOCIATION PLAN NO' . a-yv 1 1 tsnaNsrnsM Town of Barnstable RegulatoryServices Thomas.F.Geiler,Director Building Division Thomas Perry,CBO Building Commissioner 200 Main.Street, Hyannis,MA 02601 ' - www. .towwbarnstable.ma.us Office: 508-862 4038 Fax:. 508-790-Q30 Property Omer Must Complete and Sign This Section If Using A Builder e ' as Owner of the subject.property hereby authorize I , Cto act on my behalf, in all matters relative to work authorized by this building permit application for: T2 (Address of Job.) Signature of Owner ate. Print Name If Property Owner is applying for permit,please complete the Homeowners License,Exemption'Form on the reverse.side. C:\Users\decollik\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.0utlook`.DDV87AA7_1FNFRFSS:doc .Revised 072110 Poolguard Alarms-pool'alarm,door alarm,gate alarm,pool safety,child safety http://www.poolguard.com/door.asp HO tE')C�OV�TACT�US(6Ui'PbOLGU�HR6 I-PRODUCT M0.NL4.LS(WARRANTYREGIST RATION' I �� � i Clm �� �c1 Y r �• � PO�QLGIiARD�ItKES � . 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Door Alarm PDF manual 1 of 2 10/6/2009 3:07 PM aim Heavy-duty polyethylene solar blanket material works with the sun to capture heat as it prisms through the raised air pockets in the Solar Blanket bubble cover material. M � Pool Solar Covers raise the pool water temperature by absorbing sunlight during the day (as much as 10-16 degrees!)and retaining es ; � the heat at night. Keeps the heat put in by your gas pool heater, E electric pool heater or roof mounted solar heater, saving hundreds of dollars per year in pool heating costs! Savings also come from a reduction in water evaporation and. € chemical evaporation. Jim S O LAF2-c LEAR"E +B 011E GROUND SOLAR B LAN KETS Use our new SOLAR-ClearTM'solar.blankets to heat your pool faster.,Our solar blankets are laced with air bubbles that act as an insulating layer, shielding your pool from cool winds and nighttime cooling. 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Pool Division Renovations • Custom Installations • Repairs Maintenance PO Box 389, Centerville, Ma 02632 Ph: 508.771 .3457 Fax:508.771 .3496 Date : 5/27/2011 Fencing Requirements : Building Department/Permit Process Customer Name : Whitaker, Michael Customer Address : 82 Sea Meadow Circle, Centerville Map : 246 Parcel: 232' Parcel Ext:' Fence Type : With respect to fencing or barrier requirements for private swimming pools (including hot tubs and spas),the following criteria shall be met: 1. Height: Forty-eight (48") minimum above grade_(780 CMR). 2. Maximum two inch (2") clearance between grade and the underside of the barrier. 3. Openings in the barrier shall not allow the passage of a four inch (4") diameter sphere. 4. Where the barrier consists of horizontal and vertical members and the tops of the horizontal members are less than forty five inches (45") apart, the horizontal members shall be on the pool side of the fence. Spacing between vertical members shall not exceed one and three fourths inches (1 3/4") in width. If the tops of the horizontal members are more than forty-five inches (45") apart, the vertical members may be spaced up to four inches (4") maximum. 5. Mesh size for chain link fences shall not exceed one and one-quarter inch(1 1/4") square. 6. Openings for diagonal lattice fences shall not exceed one and three-fourths inch(1 3/4"). 7. Pedestrian access gates shall comply with the above. Gates shall open outwards, away from the.pool, and shall be self-closing, with self-latching devices..Release mechanisms less than fifty-four inches (54") from the bottom of the gate shall be located on the pool side, at least three inches (3") below the top of the gate. No opening greater than one-half inch (1/2") shall be allowed within eighteen inches (18") of the latch mechanism. 8. Where a wall of the dwelling serves as part of the barrier, an alarm is required to sound when the door(s) leading to the pool is opened. The alarm shall be equipped with a % deactivation device (for a single door opening action) located at least fifty-four inches (54") above the-threshold of the door. An alarm is not required when the pool is equipped with an approved power safety cover. w, ti m, Y5 z r , F� F � .a _,........... ._._ ., s ,, ,.. ..< / xa.r SUN MP :..x ..x .. Eli! „? ,... to .. ,. ..,. pis mp .... , .... z . ... .:,.. ,,. _... .,kS... .:: .<,.... ...x.. ..._... ._.. Erb a , y E!. :"w fi , Al :<, ,r �. , 3 r. � �, _� � ;?;,. 4Velj Llm 1 .,„ x ,.-::: � E, r } „• a,�::- ,, e , :,k a,,� t„ Vi"c.:�.c,.y s S .. MCIC ''' Via. Ea: �` I'j o-, y< -::�➢; vivo .� E .�"°r �'�, of ~ra' '�• 9 a+ x �dK1. V ing System. Self-Closing gate uses only the most proven latch and hinge system. The has been tested to more than 400,000 cycles. MAGNA-LATCH gate latches Ily triggered safety devices that have revolutionized the safety, reliability stance of swimming pool, childcare and household gates. tea, 1� erating principle is brilliantly simple. As the gate swings shut, a powerful agnet draws a latch bolt from one housing into the other, latching it u t mount of shaking, pushing or pulling can disengage the latch. The concept �d it boasts international awards for design excellence. been designed to meet strict international safety codes, including all codes 'coming pool gate safety. The dangerous problem of a gate "resting on the anism", appearing to be latched, is eliminated when using MAGNA-LATCH. ¢' reliable latching action means MAGNA-LATCH incurs no mechanical closure, and so suffers none of the sticking, jamming and sagging problems h 'mechanical' gate latches. p a.®�ifaaZ ME 7r^TM+� Fay 1 hinges are the latest technology in. #e hinges for swimming pools, households nations. a" HIM hinges are injection-molded from a special T�7a ced polymers, which means they never rust, a:�" tau ,� .¢s•. Fg... -. rust-free performance of TRU-CLOSE P`i'-%:i p i,gtab• i4 9 4� WS€, ( Rr.. � } able the life expectancy of any comparable F 6 FIENBR F I " !is made`of high-grade stainless steel tod y losure and long. life, even in the harshest nts. tt' d adjustor within most TRU-CLOSE hinges allows instant, incremental only a screwdriver. Quick and easy! This clever adjustment feature ► • g • IAO _ _ • • see • • . WEEM .c Town of Barnstable. *Permit# 60��2 Ezpues 6 months fron ussue date Regulatory Services Fee ?,a;�-PRESS. PERMIT Thomas F.Geiler,Director 613'--7 APR 2 3 2007 Building Division TOWN OF BARNS.TABLJI om Perry, CBO, Building Commissioner 200 Main Street,Hyannis,MA 02601 www.tovm.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERAM APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint p/parcel Number perry Address? Residential Value of Work Minimum fee of$25.00 for work under S6000.00 ,ner's Name&Address ntractor's Name Telephone NTumber Ime Improvement Contractor License#(if applicable)__ n Pp e) lVJorlo7ian's Compensation Insurance the one: - I am a sole proprietor ❑ I am the Homeowner ❑ I have Worker's Compensation Insurance ;Nance Company Name orkman's Comp.Policy# >py of Insurance Compliance Certificate must be on file. emit Reque (check box) Re-roof(stripping old shingles) All construction debris will be taken toZo ❑Re-roof(not stripping. Going over existing layers of roof) ❑ Re-side ❑ Replacement Windows/doors/sliders. U-Value (maximum.44) pWhere required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission; A copy of the Home Improvement Contractors License is required. iGNATURE: ' Forms:expmtrg :vise061306 �oF1we�o�y Town of Barnstable, Regulatory Services Thomas F. Geiler,Director Building Division TomPerry, Building Commissioner 200 Main Street, Hyannis,-MA 02601 www.town.b arnstable.ma.us Office: 508-862-4038 F x: 508-790-6230 Property bier Must Complete and Sign This Section If Using A Builder t AQ ,as Owner of the subject property hereby authorize ��Pe_ L to act on my behalf,. in all matters relative to work authorized bythis bi ild ing permit application f or. (Addaess of job) Signature of Owner ate ' /L(�C�iQ•t"L • hJ�.It74-1L4�� . Print!Name 0•rGR�?S:0`hr!�?EZPbF.MISSIOA' As's&sor's off ioe (1st floor): /�/ '° `' �� FTNET Assessor's map and lot number .. /...�/....`� :3......'. 0 0 1:, 1 Ili �� ��.�,�5C Board of Heatth (3rd floor)- Sewage �� \ ���� ���'�� Sewage Permit number ....�J..7'........ ............................ .. m ' Z BAUSTADLE, i Engineering Department (3rd floor):...........8a...F.1S • r �'� "� �� ��� ®�� ��V �o 039. 0� House number 0 �,�yh `t� ��6��'9� APPLICATIONS PROCESSSEJ 09:30 A.M. and 1:00-�2:00_ P.M.,only A P P �i C00jesics Bas„ BARNSTABLE At� LDING .INSPECTOR APPLICATION FOR PERMIT TO ..;3 .... 1/! !! TYPE OF CONSTRUCTION ........... ................................................................................ z :. Q. QQ.... 19.4� 7 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: 8 f _ Location ...........................................:.... ....... .............. .. . .£.!��Q ....�r!� 4. ...e. :. .�!�i.N../�9l.Sfi�2.!........... Proposed Use ....... 5l. c�-.................................................................................................................................... ........ Zoning District ... : :.....................................................Fire District .........v. .....®... `...... Name of Owner .. `' ............Address ..... -�4 ...... ....... Name of Builder .......�? /e.. ....... ..f/..C� �. .. .. �!/ �......." n� y ....Address �e . Name of Architect .. y f``�4L . S h4eo AJ..........Address i!PE..�t..Ce— ���.J r.................. ............. Number of Rooms ........(....."..........................................•........Foundation (Jl a 2 .... .... .. .................................. Exlerior ....!.y/ -.. .4 �` ........... .....`".`'X`'.. ..45? tP!I. 00fing :5/��1!41�..C.. <. c�s� C�. + .........�.1f6.4Y1.� Floors �y..T G.. .�1.Z....��,. �it—tlQ 14%` f.S.r�terior ...................................................... Heating �� r '� .......:.......Plumbing `— �.........1 ...... (...... .................................... s Fireplace �As'4L415 2— .............Approximate Cost ......t. .4; nn C 2— Definitive Plan Approved by Planning Board ---0' 1.-X ----19 J__ . Area .�,t... ............ Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTHIj 0 q � 1 �b a OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name . .. .. . """. .. �. .......... r Construction Supervisor's License .�.. 4�Sd.Oz--........ R • N� 31361 =t7nee Stor,� o ................. Permit for ........:................�.......... ........Single F" ily Dwe] i�zg ..... Y - S V -' - Location ....LUts $► & & 19�. . „ See Meadow circle ................ �.r...F1.Y.@ 1.IISP.O.- ........... .... �r• �,, L� n v . Owner .. � 1 Dav d letIche.... . ........ _ Frame - - .: Type of Constru,�ioAl ............................... ..............................I. . ...... -v 4� Plot ......................�+a,....n. . 0 ................................ T October 69.P... 19 87 - _r Permit Granted - , Date of Inspection ....................................19 < C»- _ - ,1 `_ .. Date Comple.ed .. .... s' A..............1 V� fi1CHARD r.,,. s ��T 20 I T CER T I FI E D PLOT PL A N CERTIFY THAT THE Fovi,�DATi010 LOCATION SHOWN HEREON COMPLYS WITH SCALE q_c DATE Ic> THE SIDELINE AND SETBACK REQUIREMENTS OF THE TOWN OF PLAN REFERENCE AND IS Qo-r- i.oTs g A_. ��� A LOCATED WITHIN THE FLOODPLAIN, SHEAQ-ErL '? DATE : �_,��� ! BAXTER 0 NYEJ INC. THIS PLAN IS NOT BASED ON AN REGISTERED LAND SURVEYORS INSTRUMENT SURVEY AND THE OSTERVILLE^- MASS. OFFSETS SHOWN SHOULD NOT BE USED TO DETERMINE LOT LINES APPLICANT 1Vr;�, rc:r1LC _ l �Xz X �"'° 1`yl+ S'nt i,.ah4iiM/°'�-'��Y,t`±7'R4'.'i�F'+'x�ti',`�`�x'rf'��''•^`!%.43;:�'W75i.4„��'T;:jryL'G+K•`�t.;J"�.,. 'o7ti�...�:..a.e. e _ . -1n.-saw .-vR '"A5_V:. $.y-4r',ty.., .%'.a -cy..,.,.vw.,y TOWN OF BARNSTABLE Permit ....... t BUILDING DEPARTMENT ,Y. ! Cash TOWN OFFICE BUILDING.11" o.�.+ HYANNIS,,MASS.0260 Bond,1 , CERTIFICATE OF USE AND OCCUPANCY •.. issued to David Fletcher ; Address Lots 8 C 8A, 19, 82 Sea Meadow Circle West• llyannisiDort, iVla SS . USE GROUP FIRE GRADING' OCCUPANCY LOAD 1. THIS PERMIT WILL :NOT BE VALID, AND THE BUILDING SHALL NOT BE�OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE`WITH TOWN' '. REQUIREMENTS AND.IN ACCORDANCE WITH.SECTION 119.0 OF THE,MASSACHUSETTS STATE . BUILDING CODE. . ..... ....Jul .. ..�.. . ..., 19.. ��...... !f "' Building nsp for s t %h�,�I.L�a +r9��!.�st�>�:��'���p'',�c�rb vdL�{)J r, ! +� i®����:'�.��-�E,. 'R 2 ..'3 r�yy pp �w�y r� - ' e t'., J 7s &'_,,�tua a :ta &' a Fr .� r i!•,5t V hF4 � �y� 2 3 3 .DA T �� .t RPP (CANT ,3t{C ~•,y_. .r^{ 1. al E ' e4�e c'+" S r 't Jest . � cia}°l'fc,k.rt+'e.4EfRMa1:T 'rt., � 4 , .y+'F.t.Y vc 4 ,,�+s?" p q IT r I i .yyR t" t/• i '� r' of 3 d.�'•^y.,^' rc (STR 7 s�w""� .:I E �6� i� ,a h,v :a,.r �,,.: i •i s �'t't fit' a� riair s<ryF'e��k��w t TYPE OF IMPROVEME.NT ) a1' a 1 ,��nrNUMBEp (PROPOSED'115E15-- ,f--� QW�ELLII.NGI �Fxz ` c,. kh A�tT (pLO}C/ATIO.�N) ,1r3 dt '�trd x4Q3 n wki tr r1--1 INO ) O a� �i4LIC11Ot r�� L^C ., �-,� { L + (STREET)' L+ y ZONING rlr ,: O.4ctnew QETWEEN J F�. Ck Ihf ryl .� ItiK0VY5',K Qa I�IQadaW r,, AND (CROSS.STREET) y} � �El � SUBDIVISION r+ +- r„ '` (CROSS STREET(W-+:tga.5.."^?+x+KF' `Pn.pb, „y�. J w t'. w • LOT BLOCK . LOT -17 �S I Z E BUILDING FT WIDE)BY _FT LONG BY hw r.+ _ F. IN,HEFIGHT AND SHALL C NFppR15 4�s'' a Gas TOTYPE " 7 t {hrbx a 4FwQi syi Vy IISJ�RUCT�I Nip✓ . yt yF USE GROUP ( 5wp S BASEMENT WALL x ''t .` tea, . .q ' OR FO NDA + I r a v r r TiION t titi q " REMARKS Ev . 1Aa 4ti S r t wr s r`a{g F" 1`y-��,A&R"I' t i .a + ':•�(7YP�E L5I°5'X ,tfa" „^`••:..s. r z:' ^Ft`n '' €x'�tU4 y«, p3a9 ,.3 &,aCk'T'Tk+IY'..., ''a� � . Y oxkri r i N a. � .ti :'AREA;OR VME42. J 4 4 ST �i7��EIMAT E Cn n EE y cvy ADORESS � `BUILDING BY Yv r V, rya• tE ,'�rp°'°7' t j,r7,ya�`•a't �.r� , �,. 'H��r* ,��if�1:3�'` �.i `dflF��'�f`".t�33Rt"'''2�:4 7�,�5 .^'i�b �''lt; =Yi$' � :�ti �i ri � x � �' '�`-��'t �'���y y " •''"-. 'V'..:€"+. 'gz fr', i cFt '• s , c r I _ 53'� >.`. �'a 't'� v�" ,TM•�.+ '. 'FROM THE a,,::,� �'t,'F.:;.r+ .y, �S:tG F'rf^c Y r :7 r t.[ a+t 's."4• rf{j?`p Ili � '.7v,: �p"k�b,'F� I ' - DEPARTMENT OF PUBLICq ri yct. !;':*, ytl.Y;; r $tX'�' F't• Il`l .�YlFi „+..t*S' r. : OF-ANY APPLICABLESUBDIVISIONRESTRICTIONS. Ate.tt:i •{'twsih3c{,C., ''; r� �y ,A�, r i, Xrn•y -MINIMUM OF THREE CALL grINSPECTIONS REQUIRED FOR APPROVED PLANS MUST BE RETAINED `E ti saS ' ALL CONSTRUCTION WORK: CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN t Yxs.' ON JOB AND THIS WHERE APPLICABLE SEPARATEIX 1.,FOUNDATIONS OR FOOTINGS. MADE. WHERE A PERMITS' REQUIRED! FOR , p5« 2. PRIOR TO COVERING STRUCTURAL CERTIFICATE OF OCCUPANCY IS 'RE ME CHANICALELECTR ,I PLUMBING NSTALLA.TIONS D *r"L MEMBER TO LATH). OUIRED,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL fiht� 3 FINAL INSPECTION B yak OCCUPgNCY. BEFORE FINAL INSPECTION HAS BEEN MADE, 40 POST THIS CARD S® IT Rdk IS V .3� r,n 1`I�9+�� u BUILDING INSPECTION APPROVALS VISIBLE FROM T R E E T x� "�""r PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS s .; E5' ILi ti 3 r HEATING INSPECTION APPROVALS § t{ ENGINEERING DEPARTMENT e- .. c�•►.. }I . OTHER 2 � 1 4 n g BOARD F EA TH . a WORK SHALL NOT PROCEED UNTIL THE INSPEC- PERMIT WILL BECOME NULL AND V TOR HAS ALL O T P THE PROCEED UNTIL STAGES OF WORK IS NOT STARTED WIT 4 r CONSTRUCTION.. VOID T CONSTRUCTION ,„'. WITHIN SIX MONTHS OF DATE THE INSPECTIONS INDICATED ON THIS CARD PERMIT IS ISSUED AS NOTED ABOVE, ARRANGED FOR BY TELEPHONE OR WRITTEN } 4 . NOTIFICATION. 1 ! t F' � b rr• r ) BALTIC SECURITY ' P.o.B YSTEM iu S IMa o BURGLAR a 2632 FIRE ALARM 428-6411 is IRA 'Lorin Caov.nas Aamlce F ftt f i vaw 0- I'mtaffation This is to certify that a security system has been installed at; Awl--p �Ae ewe e 8'Z .fE� i��Dory CiRe�c �90 -ova The system protects the above mentioned location as follows: VBurglary: QPerimeter ClooInterior Ctfolice Panic Button! , XFire: LKmoke Detectors C'Keat Detectors [moire Panic Button .' & eat Loss 0 Medical Alert 0 Other System is: ['Centrally Monitored �'LLocal Siren Installation Date: Authorized Signature N I `[ !I ! qq 1 1:= f [ I J'i,-. #' F lii :f I,.': I �:;'I•{ JI f I I , 1 ? { I i 1 ! { !�I P ;I ti i 1, ;.. t' < :) 1 .": r! .. :.5.;,IF, d 4I"r, , I,III 1 1 I {I is .: , i -.tt,:: 1 ! ,.!' I r. 1 .1. :�•. i•. ;, ! ;., :{ a! I ,I;,'ri :„I;, J�:I '. '- j 1 , - I 9 ! i ' �. f. E I 1 1 I Fi _ e,. , .,,,.t 1 ,,ftJ -3'r. ,.S ,. IS r�'f Y b !I: i �'' 7',: 'I I i F 10 I i f „3 jc ! r i i t. 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Lr' II� III I + + ; r;.: 6i- �1" + �;:.. ,.:. .. .;I .:: ahl'r'_ .I-�r.Ii :•L- �, # TV it I , .I .:;� , !II .t .. _ Y_ • - a 466 h t y f { 1. e 1i N i Lake Elizabeth % ) LOCUS / s - o o ti , WHITAKER,MICHAEL H &CORRINE A APN 246-234 41, DECK 13,254±S.F. m Y 0000 c G o y r Street#66 Crai villa 5 (Part of#82) °o HOUSE�O 82 / 9a � CRAIGOLLE BEACH 1 LOCUS MAP NOT TO SCALE ORE N 246-042 &CORR NE AICHAE SEA MEADOW CIRCLE ro APN 246-043 APN 246-232 �j 21,588±S.F. y #82 SEA MEADOW CIR. WHITAKER,MICHAEL H &CORRINE A 083±S F.002 #0 SEA MEADOW CIR. SEESHEET2 _ 30 SCALE 10 0 F RqsS o PETER T. P McENTEE cj CIVIL No. 35109 fGIS1 • '' WHITAKER,MICHAEL H ION &CORRINE A APN 246-231-001 -7 1-UP 113,000±S.F. #79 SEA MEADOW CIR. WIND EXPOSURE CATEGORY: Exposure B ZONING CLASSIFICATION: ZONE RB FLOOD PLAIN DATA FIRM PANEL 250001 0008 D SETBACKS: FRONT YARD=20' TOTAL AREA OF ALL CONTIGUOUS PARCELS= 149,925±S.F. SIDE/REAR YARD=10' (3.44±ACRES) REVISED JULY 2, 1992 Zone "C" PLAN REVISION OWNERS OF RECORD 7/21/11 — REVISE SEPTIC SYSTEM LOCATION TO WHITAKER, MICHAEL H & CORRINE A FIT ON APN 246-234 (STREET #66), 70 BOGASTOW BROOK ROAD WITHOUT ANY VARIANCES. SHERBORN, MA 01770 PROPOSED SEPTIC SYSTEM SITE PLAN 82 SEA MEADOW CIRCLE, WEST HYANNISPORT, MA Prepared for: Michael Whitaker, 82 Sea Meadow Cir., W, Hyannisport, MA Engineering by: Surveying by: SCALE DRAWN JOB. NO. Engineering Works CANAL LANDSURVEYING 1"=60' P.T.M. 181-11 12 West Crossfield Road & PERMITTING, INC. Forestdole, MA 02644 306 Old Plymouth Rd. DATE CHECKED SHEET NO. Sagamore Beach, MA 02562 (508) 477-5313 (508) 888-5955 6/28/11 P.T.M. 1 Of 3 clip a•O , s --96- -EXISTING CONTOUR 0 100.98 EXISTING SPOT GRADE -'- l--- PROPOSED CONTOUR 1/\I PROPOSED WATER SERVICE , o OUTLET TO BURIED WIRES •j TEST PIT 92.55 BENCHMARK TO OUTSIDE COR.OFDECK S12AID GENERAL NOTES: LEGEND EL.=100.00(ASSUMED DATUM) 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL "w - ,. BOARD OF HEALTH AND THE DESIGN ENGINEER. 5 �2°'T13 9g' i /'' A N 246-234 2.1.ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS �, 93,47 13 254±S'.F''. OF THE STATE 'ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE Street#66 LOCAL RULES AND REGULATIONS. .� 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND 93,04 THE DESIGN ENGINEER. 93.93 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 99•$ FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ENGINEER BEFORE CONSTRUCTION CONTINUES. PP.TIO EL.=98.8 -C:) 5. ALL ELEVATIONS BASED ON AN ASSUMED DATUM. -t �M 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF i �E 1g PR P� THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 98, 0. SWI1� N�EPO o92 82 30.0' HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 5 g5 63 S�1�G Sal#aL> TEP CDR..'.': POOL. 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 9 ,03:.:.'.. ,.: a k'OPOSED O 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. CAB � N 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS �� ❑ g0 �99 100,0o I ; TOP=100.0 A AGREED UPON BY OWNER AND CONTRACTOR OR AS„OTHERWISE 1- 9 OF TBM 100 DECK CDR ° 9§,4455 7 I �-_c�4• DIRECTED BY THE APPROVING AUTHORITIES. 3 ELEC UTLEOI W \_ N `"1 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY a 96,20`\ / 24' 0 94.27 THE LOCATION OF ALL UNDERGROUND UTILITIES, BEFORE THE HI -� _ Q START OF CONSTRUCTION. 96.65° O 96.371N PROPOSED STRIPOUT / O p� SEPTIC TANK 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE i' .�' 0 �� "B"HORIZON Zo f._ ram_3$' - CV `� SOILS IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE TOP STN RET WALL SE NO 11 � 01 0 7.44 ( E TPP��_2�^ ~_~ ��'A'S- 1 I 0IY4.72 S.A.S. AND REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 40MILPOLYLINER 97.6� �_~;'+� 3 I r-- _ '1 141N ❑AN-16' CMR 255(3). TOP EL.=97.0 �{a�a_ ci i 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE OTT.EL.=94.5 10 �97.6 `--+_ �_ N SERVE i �_ INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. 3 8.86 95.54 95,36 91� R 7 2I M P1 AREA 13. SUBJECT SITE LIES WITHIN ESTUARY PROTECTION OVERLAY DISTRICT. �L\�4Q� S. � CONTIGUOUS LOT OWNERSHIP EXCEEDS 1.5 ACRES. p O h 95,24 �29 0' SIN ❑ 95.92 u) 10' 7�, ELEC / 94,90:*\ 0 .� /95.68 sae .48.00-. - - -�-�- ��-08t00•-.a •- -�� �-• s ¢ 95.18 S 28° 0'00�} _FAT 28030'00"E 9s,ss A O 94.81 Z 20g 94.98 --,94'88----96'•edge of pavement 95,18 95,35 �� �F '�Ass9c� APN 246-232 . 95.28 o PETER T. 21,588±S.F. C/ .PK McENTE . SEA MEADOW CIRCLE o CIVILCID o No. 35109 �FG/SZF�``� �� CB/DH FND 8 FSS E. 97.06 90.16' Or N38044'50' E ZONING CLASSIFICATION: ZONE RB SETBACKS: FRONT YARD=20' ��• SIDE/REAR YARD=10', ! PROPOSED SEPTIC SYSTEM SITE PLAN 82 SEA MEADOW CIRCLE, WEST HYANNISPORT, MA Prepared for: Michael Whitaker, 82 Sea Meadow Cir., W, Hyannisport, MA TBM NO. 2 Engineering by: Surveying by: SCALE DRAWN JOB. N0. TOP OF CONCRETE BOUND PLAN REVISION Engineering Works CANAL LANDSURVEYING 1"=30' P.T.M. 181-11 EL.=97.06(ASSUMED DATUM) 7/21/1 1 - REVISE SEPTIC SYSTEM LOCATION TO 12 West Crossfield Road & PERMITTING, INC. FIT ON APN 246-234 (STREET #66), Forestdale, MA 02644 306 Old Plymouth R .d DATE CHECKED SHEET N0. WITHOUT ANY VARIANCES. each, MA 02562 (508 88 (508) 477-5313 508) 8-5955 6/28/11 P.T.M. 2 of 3 NOTE: TO PREVENT BREAKOUT, A 40 MIL POLY SHALL BE PLACED ALONG THE STRIPOUT rp PROPOSED D-BOX PERIMETER AS SHOWN ON SHEET 2. SEPTIC TANK TOP EL.=97.0, BOTTOM EL.=94.5 INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & WATERTIGHT PROPOSED S.A.S. OUTLET AND SET TO 6" OF FINISH GRADE COVER SET TO 6" OF GRADE INSTALL INSPECTION PORT OVER END UNIT T.O.F.=100.0 F.G. EL,=99.0f. F.G EL':''97.7(MIN.) F.G. EL.=98.9 F.G. EL: 98.5t 21„ 6-4" POLYSEAL OUTLETS MAINTAIN 2% 1GRADE (MIN.) OVER S.A.S. 2" 2" t-4" POLYSEAL INLETS ® S=1% 01 1(MIN.) , L = 18' L = T(MAX) INSPECTION i 4'SCH40 PVC ® S=1% (MIN.) ® S=1% (MIN.) PORT N O O 111� 4'SCH40 PVC 4"SCH40 PVC 0"I 8" o 14" 7.13" TO INV.=96.86 48" LIQUID INVERT iv Top View LEVEL / Section GAS ' INV.=96.43 PROPOSED INV.=96.26 4 ROWS OF 7 UNITS AT 5.0'/UNIT = 35.0' D-BOX INV.=97.06 INV.=96.61 D-BOX INV.=96.19 SOIL ABSORPTION SYSTEM (PROFILE) AM M PROPOSED SEPTIC TANK ALTERNATE TANK: FRALO ST1500 PLASTIC TANK i ESTABLISH VEGETATIVE COVER - BACKFILL WITH CLEAN NATIVE OR PERC SAND TO TOP OF CHAMBERS NOTES: BREAKOUT=TOP { 1) CONTRACTOR SHALL VERIFY ALL,EXISTING PIPE TOP ELEV.=96.68 . '•,,.'' "�"` 63.5 INVERTS, PRIOR TO INSTALLATION. INV. ELEV.=96.19 A r. ' .. 2) SEPTIC TANK & D-BOX SHALL BE-SET LEVEL AND "BOTTOM ELEV.=95.60- ' LR L-1 TRUE TO GRADE ON A MECHANICALLY COMPACTED 2.83' ' SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN 1 310 CMR 15.221(2): ' S'=MIN. ABOVE BOTTOM OF 13" T.P. EXCAVATION OR G.W. EFFECTIVE WIDTH=11.6' 33.8" 3) INSTALL INLET & OUTLET TEES AS REQUIRED. 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE EXISTING SUITABLE HIGH G.W., EL=90.60 - „ MATERIAL . AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. USE 4 ROWS OF 7-ADS Arc 36 UNITS WITH 1" SEPARATION BETWEEN EACH ROW & NO STONE SEPTIC SYSTEM PROFILE TYPICAL SECTION TOP VIEW N.T.S. SOIL LOG DATE: JUNE 16, 2011 (REF P#13,312) 60" DESIGN CRITERIA SOIL EVALUATOR: PETER MCENTEE, (SE#1542) END CAP END CAP WITNESS: DONALD DESMARAIS-HEALTH AGENT FRONT VIEW SIDE VIEW NUMBER OF BEDROOMS: 3 BEDROOMS IN. CABANA - NO KITCHEN) Elev. .TP 3 Depth Elev. TP-4 Depth END CAP ( TP- 1 Depth Elev. TP-2 Depth Elev. REAR/TOP VIEW SOIL TEXTURAL CLASS: CLASS .I 97.6 0" 97.6 0" 95.7 0" 95.7 0' O/A O/A O/A O/A DESIGN PERCOLATION RATE: <2 'MIN/IN - - SANDY LOAM SANDY LOAM SANDY LOAM SANDY LOAM SIDE VIEW DAILY FLOW: 330 G.P.D. 66,9 ` 1OYR,4/2 8' 96.9 10YR 4/2 8" 95.0 B 10YR 4/2 8" 95.0 10YR 4/2 8„ B B - B NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT _ TO CHANGE WITHOUT NOTICE, PRODUCT DETAIL MAY DESIGN FLOW: 330 G.P.D. SANDY LOAM SANDY LOAM SANDY LOAM . SANDY LOAM DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. 10YR 5/8 10YR 5/8 1OYR 5/8 10YR 5/8 GARBAGE GRINDER: NO 0" 95.3 4640 TRUEMAN BLVD LEACHING AREA REQUIRED: (330) 445.9 S.F. 95.1 C 3 C 28" 93.2 C 30" 93.3 C 29" -p�i�■�/�/0 HILLIARD, OHIO 43026 Are 36 DETAIL ak PERC PERC .74 36'/48' 34"/46' ADVANCED DRAINAGE SYSTEMS,INC. PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY M-F SAND M-F SAND M-F SAND M-F SAND PROPOSED SEPTIC SYSTEM UPGRADE PLAN PROPOSED D-BOX:: 1 INLET, 4 OUTLET (MINIMUM) 2.5Y 6/4 2.5Y 6/4 2.5Y 6/4 2.5Y 6/4 82 SEA MEADOW CIRCLE, WEST HYANNISPORT, MA USE 4 ROWS OF 7-ADS Arc 36 UNITS WITH NO MOTTLING MOTTLING MOTTLING MOTTLING 90.6 84" 90.6 84" 90.6 61" 90.6 61" - SEPARATION BETWEEN EACH ROW & NO STONE 7.5YR 5/84 7.5YR 5/8- 7.5YR 5/8- 7.5YR 5/8- Prepared for: Michael Whitaker, 82 Sea Meadow Cir., W, Hyannisport, MA 88.7 STG. G.W. 9 107" 88.7 STG. G.W. 107" 88.7 STG. G.W. - 84 88.7 STG. G.W. 84" Engineering by: Surveying by: SCALE DRAWN JOB. NO. ._ A BOTTOM-AREA: (GENERAL USE APPROVAL FOR 4.80 SF/LF OF UNIT) 87.0 4 120" 87.0 120" 100.01 1 4 96" 99.0 96" CANAL LANDSURVEYING k,• ( rc Engineering Works Units) 28 UNITS x 5.0 LF x 4.80 SF/LF = 672.0 SF ., 12 West Crossfield Road 3 PERMITTING, INC. NTS P.T.M. 181-11 ( ) PERC RATE MIN/IN. ("C" HORIZONS) 06 Old Plymouth DATE CHECKED SHEET NO DESIGN FLAW PROVIDED: 0.74 672.0 S.F. = 497.3 G.P.D. ESTIMATED HIGH GROUNDWATER, Forestdole, MA 02644 EL.=90.6 (MOTTLING) Sagamore beach, MAA .02562 NOMINAL =BED. AREA = 1 1.6' x 35' = 406 S.F. - (508) 477-5313 (508) 888-5955 6/28/11 P.T.M. 3 of 3 f TBM NO.1 TOP OUTSIDE COR.OF DECK i EL=100.00(ASSUMED DATUM t - 512°12pp9gw APN 246-234 43. 13,254_S.F. �n Street#66 11055,01, . 99 g'I sue" 'a W C) .-, o 2. 0 12 3Z55„ 1 3 .3± � I111�1VG p �L 5 ° , O C*0 g5.65 �gT OS� #$Z> CABArrA ®26.9' 00 �I � THE POOL AND CABANA SHOWN ON THIS go 0 PLAN WERE LOCATED BY AN INSTRUMENT N \� /1��1q, _--- ) `.__ SURVEY AND EXIST,ON THE GROUND AS \ SHOWN. 0 / S 28°o i:00"W , _ �.11428°30'00„E 110 OF 44s9� APN 246-232 ICHARD J. 21,588±S.F. o xooD - SEA MEI .fOW CIRCLE Na. 35o31 0 90.16' N38°44'50„E ZONING CLASSIFICATION: ZONE RB SETBACKS: FRONT YARD=20' SIDE/REAR YARD=10' } AS-BUILT PLOT PLAN SEA MEADOW CIRCLE WEST "="Ikon .. `� , , , , �,�, RT, MA Prepared for: Michael Whitaker 82 ea Meadow Cir., rt, MA; Surveying by: SCALE DRAWN JOB. NO. CANAL LAND SURV 1"=30' PDR 12-050 PERMITTING, INC. f 306 Old Plymouth Rd. DATE CHECKED SHEET N0. Sagamore Beach, MA 02562 6 1 RJH (508) 888-5955 20 2 1 Of 1 .§ . § � ! n . � --96- -EXISTING CONTOUR T014IN OF BARNSTABLE ° 100.98 EXISTING SPOT GRADE ---42E�- PROPOSED CONTOUR 2016 kUr, 19 PM 3. 48 W PROPOSED WATER SERVICE a OUTLET TO BURIED WIRES �I ® TEST PIT W � BENCHMARK TBM NO. 1 512°1200� ^ 92.ss1 ` { i TOP OUTSIDE COR.OF DECK 10419' LEGEND EL.=100.00(ASSUMED DATUM) GENERAL NOTES: 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL BOARD OF HEALTH AND THE DESIGN ENGINEER. 512°120 9S1 I / 93.47 `�N 246-r234 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS 43• 13,254±S.F. OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE Street#66 LOCAL RULES AND REGULATIONS. 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND 1 0 \15 9 93.04 THE DESIGN ENGINEER. +.6s ::•:'..•:.. r:.. ° 93.93 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING A6 I^. W FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ENGINEER BEFORE CONSTRUCTION CONTINUES. PATIO EL=98.8 P 5. ALL ELEVATIONS BASED ON AN ASSUMED DATUM. Vr 6, THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF p� r, THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF °ri11�55 98, 0::;;.' ,S u!I1► � SIP '9282 30.0' �0 HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 512$5 63` G a2> TEP CDR.. 1NGpOOl � 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 9 .03:., a PROPOSED O 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. �. 4O CABANA o ❑ gOO 99 a5 100,00 I' ..,',i...7.''.:: . .' \�Q N _ 9 AGREED E UPON BY OWNER R A�DSCONTR�CTOR OR N SHALL AS OTHERWISE70 1 E RESTORED AS F TBM 100 DECK CDR ° 9 TOF=100.0 I $� O• 45 - n DIRECTED BY THE APPROVING AUTHORITIES. ELEC OUTLET a+'` 10. IT SHALL BE THE RESPON I I N SBILTY OF THE CONTRACTOR TO VERIFY 24. O 94.27 THE LOCATION OF ALL UNDERGROUND UTILITIES, BEFORE THE 96,20 EyI i- __ START OF CONSTRUCTION. 96.65 O 96,37N PROPOSED STRIPOUT ° / O p� SEPTIC TANK 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE ' "B"HORIZON 1I-/� _ --T_35 � c�v SOILS IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE TOP STN RET WALL -� A� ' 97.44 (SEE NOTE 11) T 2/��-�- p�LgZA_S*_-�-� �a 72 S.A.S. AND REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 40 MIL POLY LINER g7,6 r-y--+ 3 I' 14IN OAK-16' CMR 255(3). ( ��. TOP EL.=97.0 1p-4�_�--f__ w i 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE \ 1 OTT.EL.=94.5 97.A '--y_ �- SERVE co 3 a 86 y0 X __ i INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. 95.54 95.36 9». 10 4 AREA i 7 2I N P+ i 13. SUBJECT SITE LIES WITHIN ESTUARY PROTECTION OVERLAY DISTRICT. -�b0 R-4 } 97.41 ° - S ----- CONTIGUOUS LOT OWNERSHIP EXCEEDS 1.5 ACRES. 95.24 L�29�00' BIN 0 95.92 u7 5� 10' 9s.68 9 zOi ' •-�-i LEC •-0-� - -� p-�9�*i 149.00.- 95,18SINI 9s,saS�2800 Z 2p 9�' 94.98 94�8-___96-Edge of pavement 95,18 95,35 Q�`� OF Mgssgc APN 246-232 yG 21,588±S.F. Cis PK 28 o PETER T. SNTE EA MEADOW CIRCLE Mc CIVIL o CIVIL ' � ; f No. 35109 i STE��� - I CB/DH FND 8 FSS F 97.06 90•16, N38 44$0,, ZONING CLASSIFICATION: ZONE RB SETBACKS: FRONT YARD=20' SIDE/REAR YARD=10' - PROPOSED SEPTIC SYSTEM SITE PLAN 82 SEA MEADOW CIRCLE, WEST HYANNISPORT, MA Prepared for: Michael Whitaker, 82 Sea Meadow Cir., W, Hyannisport, MA TBM NO. 2 Engineering by: Surveying by: SCALE DRAWN JOB. NO. PISION 9 9 CANAL LANDSURVEYING 1"=30' P.T.M. 181-11 TOP OF CONCRETE BOUND y Engineering Works EL.=97.06(ASSUMED DATUM) 7/21/1 1 - REVISE SEPTIC SYSTEM LOCATION TO 12 West Crossfield Rood & PERMITTING, INC. FIT ON APN 246-234 STREET 66 , Forestdole, MA 02644 306 Old Plymouth Rd. DATE ( # ) B CHECKED SHEET N0. WITHOUT ANY VARIANCES. Sagamore each, MA 02562 (508) 477-5313 (508) 888-5955 6/28/11 P.T.M. 2 of 3 i i ' CIT ABLE . S 12012 pA, APN246-234 L # t ' 1Z 12 1 5 q3 9$ j I 13,254-!-S.F. v Street#66 p/111� 51 C c I 2, � � , W i pti 3 .3+ sw1A1A NGp ' By 12'32,55 O S gg.63 sISGS �S <#s21 26.9' ❑ RO �p9 g5 I CABANA 7 ' °1 o p�,$�9 3 1 a r 00 h THE POOL AND CABANA SHOWN ON THIS II .PLAN WERE LOCATED BY AN INSTRUMENT SURVEY AND EXIST ON THE GROUND AS _ /16p1 I SHOWN. S 280 P v, 0 1 0 011 N 2 W 8°301001 E 2 APN 246-232 • 21,588±s.F. SEA MEADOW CIR CLE CLE 90.16, i N38°44'SHn I ZONING CLASSI�JCATION:.:ZONE RF3 SETBACKS: FRONT YARD=20' SIpE/REAR YARD=IQ.' AS-BUILT PLOT PLAN SEA MEA00W CIRCLE, MA Prepared. for: Michael Whitake►;52=Sea. Meadow Clr:, rt, MA +-tI Surveying by: SCALE ' DRAWN JOB. NO. PERMITTING, INCCANAL LAND SURVEYING & 1 J.=30' PDR 12=050 306 Old Plymouth Rd. DATE Sagamore Beach, MA 02562 CHECKED SHEET N0."`a (508) 888-5955 6/2Q/12 RJH 1 Of 1 a . 8'_ „ 2'-0" 3'-0" 7k 3'-61' GRANITE STEP 1' ADEC _ o'I 61_ 11 CEDS, RNACY PANELS V SiIROKE ®ETECT®R REVIEWED & DO RS, DISCUSS PTIONS m UTDOOR SHOWER L DECK - REQUEST DETAILS B R B BUILDIN DEPT. DATE 3-0°`' FIRE DEPARTMENT DATE QQTN SIGNATURES ARE REQUIRED FOR PERMITTING LAV �o �o TILE n o BATH MmN o M TILE _ _7"TRIMMED HEADER 6x6 P.T. POST - - - - - -- I DIMMED TO 7x7 1 R'lREE M11-AUL 3EE_SE MU=_- I Z �I 3 6 FIN �°� ,��I I to BEDROOM lol FRONT PORCH `�� ; = o 2 wooD FLOOR =I DISCUSS DECKING OPTIONS N Z IPI ICI ICI 2'-6" I C 3'-10" FIN. 3'-10" FIN. r 1 o i l 7 i i 112'6-6'-8' EP SHLF& OLE / o z o Kv CEUNTERLfN� - _ILDING - - - Milo CODE GOES!XcmN= N z z CLOSET / � 1 U S SHELF&POLE CLOSET co 00 v� I I o I I I I 2'6-6'-8' / �1 ' TRIMMED CEILING TIESI 1 121 �$EE CROSS SECTIONSI I I 1 ICI . . . o ICI ' t ^i LIVING BEDROOM WOOD FLOOR ? WOOD FLOOR OUTDOOR KITCHEN o TRIMMED HEADER - - - \5��v1ED AR 7" y�P 12'-0" 12'-0" No.6981 FRONT PORCH FRAMING OUTSIDE FRAMING TO CENTERLINE CONC MA INOFi ` 1ST FLOOR PLAN POOLHOUSE 6'-2'l 61_21 82 SEA MEADOW CIRCLE CENTERV I LLE, MA JULY 11 , 2011 SHEET 1 OF 8 241-0" RICK EIFLER, ARCHITECT, 978-371-1774 0 1 4 8 12 28'-0" 20'-0" 4'-0" P.T. FRAMED FRONT DECK 9'_61 9_6 C.L. PIER TO C.L. PIER CONFIRM POOL PATIO ELEV 99.00' EDGE OF POOL DECK it EDGE OF POOL DECK -_ ice= - - - - - - - - - - - o _ ¢'T rx OF. iA1)E _ _ 3 0�1CR TE PI �_q V SASE _ 7 - I OF II T II Ir II Ir 11 II/ m4t CD� - jl L1 II I II II o Ili- if o z li If II II II I� II JIh 11 11 I� II II II II II mo z mc�� I I L II 1 II l0 I II 1 II I I I1 II ��m o� o oZz II II II II II II II �I� II II I II II II II N oar;, moo_ P� �oz II II 11 II II I II GIs II I1 �I II 11 II jl II i �� zo m - NN II 11 II II II II II zlln 11 II I II I II 11 II 4-0 n ��c� II I 1 II i II I I II I II 1 1 I I I II r� oamoo I I II I ► I NIh I 1 J II I �z coo 11 II II II 11 II II -"lo II II II II I II 11 II oa � tl 11 11 Il II 11 11 �I�� 11 11 II II 11 II II II I� - _y _� 11 Il-JI---------4 2 1 - - C z I= _ _ _r _.L P�L2x�L6Q�EB I�AN9RS _�_ J _ _.I_ - _T - i _ _ u t� - I I ______ �,_PT. 2z8_ QII ---- ------------------------------------------ CONTINUOUS KEYED 24"x 12" DEEP 3000#CONCRETE FOOTING BEARING ON UNDISTURBED SOIL j RIF, @ 1 "OC III 9-1 �1 o0 o- I = � -III o I I" C.,11 m I ' - I `I I I I I ZNv L2 7-0 7-0 6-2 c o o 0 I I j o00 1 �- --I -- --I -- - I o�c , I 3�FLUSH 7 14 LVL OR ( DRO PED 91�4 LVL SUPPORT BEAM�EARIN ON (3�3 1/2"C.F. LALLY COL BEARING ON 30x30x12 CONC. FOOTING I 4t. o o I a- - - - - - }- -�- � - - -- - - - - ¢- - - - - - - - � - - - 1 - - - - - - T I ca Wm- 1 I 1 I I i I 1 I om I C-> m Nol I zo jIXI =mom 1 I vJ 000;; aN�c:; W 1 Q I Io I r ; o3ng r of I� I omc�o mNI mI Im m z _ z IN I a c-ii w �i n r� 1 00Uzi I to I -J �� 1 �1 j I 16"O.C. o CL) I I xi I N 1 I I 1 1 1 8" STEP/CUR I ----------------- ANDERSEN 2820 ANDERSEN 2820 --- ------ ------------------------- J o ;v c-oo-0 TYPE S BULKHEAD —CfV:;a 7 z-G cn r 10'-0" 10'-0" m— rn-►a� rn N m 12'-4" 3'-4" 12'-411 ROP TOP OF WA A TO 8"ABOVE SLAB � c�c 28'-0" m m— � �z m --j=rn %per comma R, v---ir0 C npp0rn I Nam= r+ 70m _ C�l 9 + c� -P.-oo �m N S� - - - - - - I � � o cn ILL m f i- - - - - - - - - - - il - - - - - - - - - I I I I II I i I II 1 f \ I I I f I I I I I i C=) � \ I 11 S " I 1 f Ln 1 f m cc I \ 0 o I I x o I Oo I T, I 6 I I I N I S L WN I f II I f I 111 I I I � I OUDOOR I I ��''� °•,' I KITCHEN P.T. 6x6 +AZEK TRIM TO T'x7 1 fl I fL _ - f - - - - - - - - - - x b AL I . c•� o. • z m z c� o ;L00 -ri —CND m TK CnZ m-i m D 5 -m- RZ-0 c r- m Cl rn►vvo moor D m � nr c- -m = n�D- m rn- -ni c�z m 00 cONZI �g t� . CIO Zq I m<-v om --j m V) SEiTS �, -P00Dm m a o N x O p� r • .- OUTSWING DOOR W1 WINDOW N r °o ID � < rn p z �\ 2x4 KNEE WALL `L.P z I II I I_ - N it W x o °O I I I o ( po I II ro - x - p v I I rn ro o^'o - E5 m 4 II i_ to n e7 O z r I I Im F 0 I_KNEE WALL j I I BEYOND 8'-711 8'-1011 SLAB TO FIN. FLOOR FIN. FLOOR TO FIN. FLOOR N C5 - N I x " _ r 0 OWEBOARD+SKIMCOAT co Fs 10 3000 W/2 #5 TOP/BOTTOM _> DAMPPROOOFING WDIPLANK SIDING OVER TYVEK HOUSEWRAP L - o M�' OVER 1/2'PLYWOOD SHEATHING m c X 6� ;v Zo�� cn F5cn o m v -211 o � 3.0 FRAMED WALL HEIGHT N C' I— o v o 0 T�-<Cn Ul v IT1 C/) m o z m-• a a2 Op — V) g v -n r m C) mND-1 - 'oo r"Qz �. n�gz �czio m C�p(w o o C7- -4 r< m m— C) z r'' 100 0 �'s °O ca cnZi Comm I m< -0 oz w�— o ® Z0 v rno Ol v m M U) m ,�, oo>-m • k-- CID nmcn � �Rp Om m OF z Z � C m m N O x C., Oo O T fl co o p I O p Z O m I N � m r:.+ • I N � m m Ix z 00 * .-. Im O] r F W � m -O I� Gl m 00 P mm m m m m rG czi Z I � o � m o -1 v o � a z CX s O o cr) �O �O o \� m O m co \ 1a. i� O ii O x R, 20 KNEE 8-7i SLAB TO FIN. FLOOR FIN. FLOOR TO FIN. FLOOR I^, z- n K V Z O rCID x - o z 6'-10" + `� o m WINDOW R.O. HEAD N ry o� N 10" 30001 W/2-#5 TOP/BOTTOM _ N DAMPPROOOFING - r- m =X z o0 CD zo�� o:;a cn �zo p a o m 11'-311 o �_ FRAMED WALL HEIGHT N W C7 r O o � o o c� T�-GrnN mm o o� m �m;;o o� m m T- r— m m C-3 m tv D—i moo- CIE,, o = O �iczi� m C7 fps o c —4 r� m m m q C->o OO - z can OZ olVom<� n o q) v r O $ oho jam= O- O S N oo m `SET i c•� z r. co O O 41-011 11 11 71_911 11 M� P.T. 6x6 +AZEK TRIM TO PxTco p to (30 O O O x 1� c m CD O \� z 00CD rm \O1 ::oI 1 1 GABEL WINDOW R.O. r i I r — — — — — — — — — — I as I m z • I 1 1 I rrn m� I c_/) I I I C-) I I I z I1 YS PEK PASINrz 0 II I 00 I II I m I I II I mco _ 1 I II II I m i o I l i r m rn I i t II I Mo i I I I I g I � �- - - - - • � I r � I co r I Ir I I II Ir Ptl1 1 I I i t I I I r I I II I I I _ I I I I BULKHEAD ENING 1 I I I I� I I - - - - - - - - - I I— — — — — — — — — — — — — — I i � W b r a =m \ o <p rn o ;a co m $ - C)r G7 rn� m D m Iv rnD m O=1 m m c-.) c> —m c-)m m m p� Ov) —Z c iz I m< _ T p� . CA_--ir=o M ip v o- o hy� �rnM:cCn ,� -P� ooDm TW28310 �o TW2842 _ TW2842 0 • - CONFIRM FRONT GRADE 99.00' I CONFIRM REAR GRADE 99.00' I I I (TYPE 8WHEA01 I I I Ica �E44E� r�F� No.6981 • 1�11KdEAQOP�Ni�,'`I L .4 CONCO MA — — — — — — — — — — — — — — — — — — — SLAB EI = — — — — — — J — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — G I - I Ib00Fl�P`'SP I— — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — REAR ELEVATION POOLHOUSE ' = 82 SEA MEADOW CIRCLE CENTERVILLE, MA JULY 11 , 2011 SHEET 7 OF 8 RICK EIFLER, ARCHITECT, 978-371-1774 0 1 4 8 12 J i i I - - - — — — — — — — 1 I — - — - - — — — - — — — — — I I I 1 1 I I I N 1 E i 1 i I I I I I II I I I II ► I �, I I - --------- r -1 I I II I I ' ll r------ 11 [mi I I I II I I I I I I t I N I I I 1 11 0S 0 I 11 mo . 1 I i 11 �N t I I t 1 n^' m I i l o:*C2 I I I I Oil = I - - - - - -moo - - - m G O • 0 70 L 00 r —c N rn c7 r rn �-�m-� r M V) -n j r- m rn Hoorn j�m D G m C')D C-) ——1 S �— m r Z I n n mOc_ z cjcnm o nwC oo rrim -o oo C> Co r— I rn o- o v rn c v m V) ^, -PODDrn G LL Sir J,.( r ICE l..( 02.�� g'• 0 E �� �1`�(-���„xj�,l � `"�� I 1.. S i=. 1(7�J C-T�`�.t.,p'•.Z � E'�G-�'ht`1K, I'Df k%VA.LL 1, 4, �800�_` C,APAU�`( 7Z' Q.Z,S • ... ' ` `, `" �rr / .1r� r 1 {J I .�. ,_1�1y1��ltJl r.��ft�,!'S.. i ��1 ;� .,'LA'S'. ,.4 .. _._., •�, , / zz I 1—OW 'al E Lt_ER, I MC_ F4•K-x. � nna 9-Zs• as "�C-c �9,o - - - .-� -� -�.� ►, '' C cc.�. .' l_ + Lo.NI Sesot, ,o 4" PS SG!-t q O YV G wq `'./ ' �T' TI�/�1 ,1��J'�'O CT -� ?C�' __ , �, "F'ot. K 'S H I."AC r-r- t�l,'T`�'hY IS,Z �N 5,2 �'4 ��'� -7 1%1�,),K, a � � '�! �� :rJ "T, r •= Cie 14, f 9�� 6c�41..b` ----'.� � /`•"q, • .� ._. r:/=� 1 r-:.-. �.���g ,"�'�,�, L4'A1T? 'rtt�.��(b�.5 10 Z P TFrt . lr, G eoc ►.��wA-t�tz. �� t L �"r 5 r Kut;rUNAL NOTES , 1. All construction is to conform to the Massachusetts CDAStAL State Building Code and all applicable product and design ; standards. Absence Of specific items from these drawings does not infer that the contractor is relieved NG Ii from the statutory code requirements. 2. All materials and methods of construction shall ` ® � 9 Bic ADDITIONAL #3 ®. 12" O.C. VERT. conform to the approved rules and standards for a ' materials, tests, and requirements of accepted 260CranberryHwy.br leans,MA02653 BEYOND TRANSITION PT, STAY 18 engineering prcctice "as glisted 'in Appendix A of the 4 BELOW TOP OF BOND BM. DOWN Massachusetts State Building Code, SC$.�55.b51%1?ax S 8,255.6700 • 3 � 12" O.C. E.W. THE .COVE & LAP 1'-8" MIN. � � ; # INTO FLOOR AREA THROUGH OUT ENTIRE POOL WALLS Pool Notes 0. #4 D WL. 0 12" 0.C. TYP. (3)#4 CONT. TYP. 1, Assume maximum safe soil bearing pressure - 4,000 TYP. p s f. 2 -6 -6° MAX.. BACK 4" INCREASE TO 6" "1 _ ._. _ __-__ _ __ _ ..._-.._ _._._. .-- _-- -,. 1�.. ---._ .:.` .... ...._.4..._.J..--•-�_.. ' i I All pools are to be.placed on natural undisturbed MAX - --- - -- - ---- -- - j material or com,acte'd granular fill Subsoil bearing FILL. ALLOWED IN EXPANSIVE SOILS I, � _._._ _ _ 1 ._ _ .._.._ _ _ _ _. _... i i 1 i -. •f'••`.•• A FILL from all vegetation, to and B CK strata shall be freeloom _... r o g n c rnuter.rvi. I ..i I - 4• Do not place backfill against pool walls until all walls .^.L^- _ ••--_ have obtained 7 day e strength. h cure t _ _ 5. All pool floors shall be placed on a l'-6" layer of_ } N.,.OTE: INCR`EAS •SHOTCRETE r-� _ -`""'�- r crushed stone compacted to 95% Standard Proctor f `'- (- w ttt FY FU THICKNESS. TO 9" IN FREEZING - - Density where expansive soils are encountered. OR EXPANSIVE SOILS. TRANSITION PT. ,- 6. Pools floors shall tear on natural undisturbed soil or _ ADDITIONAL {3 ri `i'--r�" E.W. N on controlled compacted fill. Remove existing fill material © FLOOR TRANS!"iC?td "PT. where necessary and replace with clean granular fill compacted in 61'-8" layers to obtain 95% standard PLACE 1 ' FROM i"!;? F SLAB proctor density at the optimum moisture c:,_ntent. \ Shotcrete 4t \ HYDROSTATIC RELIEF VALVE i #3 ® 12" O.C. E.W. U `- INSTALL PER MANUFACTURER'S 1,Shotcrete mixture, form-work, delivery, placement and �t THROUGH OUT ENTIRE �o SPECIFICATIONS reinforcement shall conform to all requirements of ACI POOL-FLOOR � 5U6.2-95 (latest edition), unless otherwise rioted. -`� 2. Concrete materials shall be: AS'IrM C Type 1 Portland p, cement. Sand and gravel aggregates shall be normal TYP. REIN �� �' �� weight and conform to ASTM C33 Standards. Aggregate SEAL not meeting ASTM 033 standards may be used provided i pre construction tests demonstrate the shoterete can SCALE: = 1,_00, meet specified requirements. All c rete shall be }% SHOFMq `ta, air-entrained. Concrete compressiv, strength, (f'c) in 28 �ya``S s9c days, shall be in accordance with 1 318-02 as follows; o OHNA. 1E,' , pL tVA , r iAll concrete work - 3,000 p Z 10.33r 6 ))r I 3. All mixing, transport?nci, placing and curing of �� concrete shall r)+ done in accoruunce witn the 1, ^f (�i TS _.:r���r;���i��Z=C�,,.�.,F".�•.�-�.�h,KF..i'i.,.r: :�„•:,i�:G- IilStt7'iG: Y��'`/� �;1`�R ,�_ l t,c cierornred liars conforrrun to ASTM .v15, urado 60, except where noted.. No. 3g o barn may conform to ASTM A615, Grade 40. All reinforcing bars welded to a steel section should be of welding grade 40. SYM. r A S-1 S-11 2'--6" MAX. BACK FILL ALLOWED j 4 'c-•tJ •----•�—�- � i 5' RADIUS � •J BACK M TRANSITION PT. ( 2'-6" MAX, BAC �•.,.. )WED o X FILL ALLOWED 05' RADIUS I Q .i ;------ a� 1 i i 00 HYDROSTATIC RF+.IEF VALVE MAX. SLOPE \ V ! . w SCALE; " V-4, w x HYDROSTATIC RELIEF VALVE "- INSTALL PER .MANUFACTURER"IE �f,RLf: ..... SPECIFICATIONS AS NOTED DEEP END SHALLOW END SYM. LATEST REVISION 8'-9" DEPTH MAX. 5'-0" DEPTH MAX. DATE U, 3-_7 Z:.-05 �/ } ` ''per '°o° °' 2'-6" MAX. BACK b © DRAWN BY TYP.o 4JLOtl�9 1 RUCTI '�J[!�! E�e 0 I �Jr�D FILL ALLOWED ox EA 'r l 4 CHECKED BY 2' RAD. in SCALE: �,> 4 �'--0" P N o � SCALE: 9» - '-0„ a Note: Al! pools shall be constructed to assure dimensional compliance with section 421 0# the � .� Massachusetts State Building Code 760 CMR. SEC"�"1 Ail - SCALE; OF SHEETS r rrr nin