Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
0130 SCHOONER LANE
a-A j"E' tio� Town of Barnstable * Building Department - 200 Main Street * BARNSTABLE, * Hyannis, MA 02 601 MASS (508) 862-4038 9� s639- 'OrFD MPS A Certificate of Occupancy Application Number: 20065492 CO Number: 20070218 Parcel ID: 272210 CO Issue Date: 09111/07 Location: 130 SCHOONER LANE Zoning Classification: Village: HYANNIS Gen Contractor: MORIN, JACQUES N. Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: - a Building Department Signature Date Signed TOWN OF BARNSTABLE Building �► Application Ref: 20065492 RN �7 * BASTABLE, * Issue Date: 12/29/06 Permit 9 MASS �A 1639. °' Applicant: MORIN,JACQUES N. Permit Number: B 20062072 rFa nna'� ' Proposed Use: Expiration Date: 06/28/07 Location 130 SCHOONER LANE Zoning District Permit Type: NEW SINGLE FAMILY HOME Map Parcel 272210 Permit Fee$ 694.18 Contractor MORIN,JACQUES N. Village HYANNIS App Fee$ 100.00 License Num 057770 Est Construction Cost$ 169,312 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND NEW SINGLE FAMILY 2 STORY 3 BEDROOM THIS CARD MUST BE KEPT POSTED UNTIL FINAL LEXINGTON I STYLE INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: MORIN JACQUES N TRS BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: BAYBERRY PLACE REALTY TRUST INSPECTION HAS BEEN MADE. 300 BEARSES WAY HYANNIS, MA 02601 � I Application Entered by: PR Building Permit Issued By: THIS.PERMIT CONVEYS NO RIGHT'TO OCCUPY ANY STREET,ALLY'OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY ENCROACHEMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDERTHE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLY GRADES:AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS.MAY OBTAINED FROM THE DEPARTMENT OF PUBLIC;WORKS. s 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 CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.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. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.I42A). d 9 �...0 BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION rAPPROVALS o�t I C GCS 2 '� c�c s u 0- �, 2 ��A 2�g , 2� 3 f:�P I Heating Inspection Approvals Engineering Dept -7 2 :a Fire Dept f31 /� 2 p_ o� Board of Health l s-� 0 yr- Roma, Paul From: Perry, Tom Sent: Friday, March 23, 2007 11:20 AM -To: 'Jacques Morin' Cc: Roma, Paul; LeBoeuf,John; Mckechnie, Robert; Lauzon, Jeffrey; Barrows, Debi; Shea, Sally Subject: RE: sheds According to the PIAAD an accessory structure that doesn't require a BUILDING PERMIT doesn't have to meet setbacks.However 780 CMR in chapter 1 and chapter 36 apply to structures less than 3 feet to the property Iine.There is no language of whether or not there is a Building Permit involved. 3603.3.1 provides that exterior walls less than 3 feet to the property line MUST be protected from BOTH sides with 1,hour fire resistive construction.So you will probably want to think about how close to the line you want to get.We would.prefer that these are located at least 5 feet to the fine. - -Original Message--- From: Jacques Morin [maiito:bayberrybuilding@comcast.net] Sent: Friday, March 23, 2007 10:39 AM To: Perry,Tom Subject: sheds Greetings, Thanks for not seeing me this morning. Just kidding...between all the confessionals and the questions l know your busy. I'm glad you reviewed the background on the shed item within the PHI-AHD. Your secretary gave me the feedback that the sheds can go anywhere on the lot. Do we need to qualify the size or can we do a 12 x 16 under the same area or is that qualification limited to anything over 120 s.f. Would appreciate hearing from you on this so we don't screw up and have to go to the confessional. Thanks. Jacques N. Morin,,Pres. Bayberry Building Company,Inc. 'MIN.LOT AREA MIN.LOT MIN.LOT M �M SQ.Fr. FRONTAGE IN WIDTH SETBACKS �IN BLDG. FT. IN Fr. HEIGHT IN Fr. . FRONT SIDE REAR 10,000 50;20'for a lot 65111 15t'1 10(4) 200) 30* on the radius of a cul de sac *Or.two and one-half(2-1/2)stories whichever is lesser. ' (1)The Planning Board may grant a waiver to the Lot Width requirement to individual lots Iocated on the radius of a cul-de-sac provided that the graT4 of the waiver will result in a proper eligruncnt of the home to the'street. (2)Accessory Structures that requires a building permit shall be requi ed to confotro to all setback requirements. ` (3)Accessory garages,whether-attached or detached,shall require a minimum front yard setback of twenty(20)feet. - - (4)The Planning Board may require a planted buffer area within any required rear or side yard setback area F) Parking. A minimum of two 2 ( ).on-site parkin g spaces per dwelling unit shall be provided. A one car garage shall count as one parldng space. A two car garage shall count as two parking spaces. , G) Phasing: The applicant, as part of the application for subdivision approval,may propose a phasing plan identifying the number of building permits requested to be issued in each year of'the phasing plan. The Planning Board, upon a finding of good cause, may vary the provisions of Section 4.9 5 - and, 1 - (iii)herein and allow for the allocation to.the applicant of(athe gt mro)(ber Of ) building permits proposed in the phasing plan or any different number that the j Planning Board deems appropriate,provided thet at the time of the granting of. the special permit, that the determined number of building permits are available and that no more than V4 of each year's allocation under Section 4.9 (5)(a) and (b) shall be allocated to the applicant. Every permit allocated to the applicant by the Planning Board shall be included as part of the yearly building permit allocartions under S ectiori 4.9 (5)(a)-(b). There shall be no extension of a Building Pemnit granted under aphasia plan and anyonus g Pd and/o r or expired. xplred• permits shall be credited back as part of the adjustments under Section 4.9 (5) (d) for the next calendar year. H)..Visitability- The Planning Board may require that some or all of the dwelling units provide access for visitors'in accordance with the recommendations of the Barnstable Housing Committee. 5. Affordable Units. At least 20% of the dwelling units shall be Affordable Units, subj ect to the following conditions: i A) The Affordable Unit shall be affordable in perpetuity. A Deed Rider shall assure this condition, .The Deed Rider shall be structured to survive any and all foreclosures. I I11-1 l Avilla vrilevelonrev1 11804final II SCHOONER LANE N12`43'16"E 112.13' 1 N N I LLJ W U) IW � IQ 00 I)o I 35.9' I w LLJ N CONCRETE m FOUNDATION 23 s 1 Z p�°' TOP FNDN. ® ) -O-7 1 Q o ELEV. = 67.2' 1 m 47.7' I I =. Llot 27 Area=10,000f Sq. Ft. N Or 0.23f Acres N 13'27'29"E 112.14' DCE #03-123 FOUNDATION PLOT PLAN PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION 130 SCHOONER LANE HYANNIS, MA SCALE : 1" = 20' DATE : FEBRUARY 2, 2007 REFERENCE ASSESSOR'S MAP 272 PARCEL 210 PREPARED FOR: LOT 27 PB 610 PG 95&96 BAYBERRY B ING I HEREBY CERTIFY THAT THE STRUCTURE -�NOFMq SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS SHOWN HEREON. o� TIMOTHY cyN H. m �5W X ' COVELL . v No.38035 down cape engineering, Inc. �v ClV1L ENGINEERS JF 4 LAND SURVEYORS 939 Main Street — YARMOUTHPORT, MASS. DA E REG. LAND S OR TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION rr � Map ` �� Parcel CQ Application# POO Health Division Conservation Division Permit# Tax Collector - Date Issued Treasurer Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis V Project St t Address !`30 a r Village Owner D Address /Y 9 Telephone Permit Request QiY�l,c_ 4 hn Square feet: 1 st floor:exis ing proposed 9 9a2nd floor:existing proposed Total new Zoning DistrictFloA Plain A Groundwater Overlay r' a Project Valuation 3! 2-- Construction Type 000CL�( Vi-� Lbt Size Grandfathered: ❑Yes ❑No If yes, attach supporti6ldocumentation.= Dwelling Type: Single Family 9' Two Family ❑ Multi-Family(#units) Ul Age of Existing Structures n Historic House: ❑Yes On Old King's Hi way: ❑Yes &N'o Basement Type: Gllull ❑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 I Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: ®'Gas ❑Oil ❑Electric ❑Other yp 0 e Central Air: ❑Ye o Fireplaces: Existing New ` Existing wood/coal stove: ❑Yes U11-0 000, Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing �iew size Shed:❑existing ❑new size Other: S"t.* g1_3 Recorded&� Commercial ❑Yes O'No ©r)L. of oZc�3 1 Current Use Proposed Use �nrr �t k, -BUILDER INFORMATION Name jCo . Telephone Number "X) Address License# Home Improvement Contractor# Worker's Compensation#l lJCC, ALL CONSTRU DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO( SIGNATURE DATE ®J: 3 FOR OFFICIAL USE ONLY 4 C PERMIT NO. `• DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE - - OWNER i c y 1 DATE OF INSPECTION: FOUNDATION �rC �� �/ ( ' b � � µ lop k FRAME { .'. —p "7 INSULATION 14_ f FIREPLACE ELECTRICAL: ROUGH FINAL t PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. _ ' The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA`02111 UV(P www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Le ibl r Name (Business/Organization/Individual): `` a j 'J Address: S 9' F-eami)M11- City/State/Zip: 606UPhone #: Are y u an employer? Check t, a appropriate box: Type of project(required): 1. 1 am a employer with Cltl 4. ❑ I am a general contractor and I 6. 2lew construction employees(full and/or part-time).* have hired the sub-contractors 2.El am a sole proprietor or partner- listed on the attached sheet.# Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp. insurance. 9. ❑ Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its required.] R officers have exercised their 10.❑ Electrical repairs or additions 3.[_1 I am a homeowner doing all work right of exemption per MGL 1].❑ Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4),and we have no 12.0 Roof repairs insurance required.] t employees. [No workers' 13.0 Other comp. insurance required.] Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is prov' 'ng workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: 1l� Ut1-[A y —C-E Policy#or Self-ins. Lic. #: lW�' ,JC C��r 91� C)/ �26 Expiration Date: c)2 62 J6 Job Site Address: e )�8� City/State/Zip: 6a60 Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to $1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 y against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations o the T A for insurance coverage verification. I do hereby certi n er the pains and pens 'e perjury that the information provided above is true and correct. i Si nature et-�c- � C,/ Date: Phone#: 7J r)- Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority (circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4.Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person: Phone#: 4 Peizn.it Nu.mbcr MECcheck Compliance Report Massachusetts Enelrgy Code MECcheck Software Version 3.2 Release 1 a Checked By/Date TITLE:BAYBERRY BLDRS. CITY: Barnstable STATE:Massacbusetts HDD: 6.137 CONSTRUCTION TYPE: 1 or 2 Family,Detached HEATING SYSTEM TYPE:Other(Non-Electric Resistance) DATL: 11/27/06 DATE OF PLANS: 112706 PROJ,F„CT INFORMATION: LEXINGTON 1 COMPANY INFORMATION: MAP INS. CO_ COMPLIANCE,Passes Maximum UA=421 Your Home=337 20.0%Letter Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 1170 30.0 0.0 41 Wall .1:Wood Frame, 16" ox, 2360 13.0 0.0 179 Window 1:Wood Frame,Doublc Pane 176 0.340 60 Floor 1: All-Wood Joist/Truss,Over Unconditioned Space 1210 19.0 0.0 57 FL=aee 1: Forced Hot.Air, 85 AFUE 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 Massacbusetts Energy Code requirements in MECcheck Version.3.2 Release 1 a. The heating load fbfN buildizi,g,and the cooling load if appropriate,has been determined using the applicable Standard Design C die ons fouzid in the Code. The HVA.0 equipment selected to beat or cool the building shall be no greater than 1.25°/u o. �c design load as specified in Sections 780CT\4R 1310 and.J4.4. 8 3 Builder/Desi ner Date e 'v M. .ECcheck Inspection Checklist Massachusetts Energy Code MECcheek Software Version 3.2 Release la DATE: 11/27/06 TITLE:BAYBERRY BLDRS. Bldg, Dept, Use Ceilings: [ ] 1. Ceiling 1.:Flat Ceiling oz Scissor Truss,R-30.0 cavity insulation Comments: ( Above-Oracle Walls: [ j 1. Wall 1: Wood Frame, 1 G"ox.,R-1.3.0 cavity insulation Comments: Windows: [ ] 1, Window 1: Wood Frame,Double Pane,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Brcak? [ ]Yes [ ]No Comments: Floors: [ ] ( I. Floor 1:All-Wood Joist/Truss,Over Unconditioned Space,R-19.0 cavity insulation I Comments. )Heating and Cooling Equipment; [ ] ( 1. Furnace 1: Forced Hot Air, 85 AFUE or higher Make and Model Number Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope tbat are sources of air leakage trust be sealed. [ ] When installed in the building envelope,recessed.lighting fixtures ( shall meet one of the following requireinents: 1. Type IC rated,manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2, Type IC rated, in accordance tvitb Standard ASTM E 283,with no more than 2.0 cfttt(0,944 L/s) air movement from the the conditioned space to the ceiling cavity. The lighting fixture ( shall have beep.,tested at 75 PA or 1.57 lbs/fit pressure difference and shall be labeled.. ( ( Vapor Retarder: [ ) required,on the warm-in-winter side of all non-vented.framed ceilings,walls,and.floors, Materials Identification: [ ] Materials and equipment must be identified so that compliance can be determined.. [ ] ( Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values,glazing U-values,and heating equipment efficiency must be clearly marked on the building plans or specifications. ( Duct Insulation: [ ] Ducts shall be insulated per Table J4.4.7,1., I Duct Construction: ] I All accessible joints,seams,and connections of supply and return ductwork located outside conditioned space, including stud bays or joist cavities/spaces used to transport air, shall be sealed using mastic and.fibrous backing tape installed according to the manufacturer's installation ( instructions. Mesh tape may be omitted where gaps are less than 1/8 inch, Duct tape is not permitted. [ ) I The HVAC system must provide a means for balancing air and water systems. I ( Temperature Controls: ] I Thermostats are required for each separate HVAC system. A manual or automatic means to ( partially restrict or shut off the heating and/or, cooling input to each zone or floor shall 1.1e provided, i ( Heating and Cooling Equipment Sizing: [ ] Rated output capacity of the heating/cooling system is not greater than 125% of the design load as ( specified in Sections 780CMR 1.31,0 and.J4,4, I Circulating Not Water Systems: [ ] ( b?sul.ate circulating hot water pipes to the levels in Table 1. Swimming Pools, L l I All heated swimming pools must have an.on/off heater switch and require a cover umless over 20% ( of the heating energy is from non-d.ep.letable sources. Pool pumps require a time clock, I Heating and Cooling Piping Insulation: [ ] I HVAC piping conveying fluids above 120 OF or chilled fluids below 55 OF must be insulated to the ( levels in Table 2. i 17 Table 1, Mininr.trm.t'nsrtlatiorr. Thickness for Circulating lloi Water Pip(,s. Insulation Thic]czaess in Inchca by Pi e Sizes Heated Water Non-Circulatin unouts Crcula.tin Mains and, u.nouts Temperature(P) UT)to h, Up to 1.25" 1.5"to 2,0" Over 2" 170-I80 0.5 1_0 1,5 2.0 140-1.60 0.5 0.5 1.0 1..5 .100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Illstflation Thickness fur HVAC,Pipes. Fluid.Temp. Insulation:[1).ckness in Inches by Pipe Sizes Heating System Ting Systems yp e5 Rae F 2" ijuputs I" and Lcss 1.25" to 2" �"to_4" ]EIeat Low Pressure/Tcrrrperature 201-250 1.0 1.5 L5 2.0 Low Temperature 120-200 0.5 1.0 I,0 1.5 Stearn Condensate(for feed water.) Any 1.0 1.0 1..5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0,5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1._5 1.5 NOTES TO FIELD (Building Department Use Only) s RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings $100.00 Residential Addition $ 50.00 Alterations/Renovations $50.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE _square feet x$96/sq.foot= x.0041= y �� plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0041= plus fro n below(if applicable) GARAGES(attached&detached) —/ c.0 square feet x$32/sq,ft._ ,�/ x ,0041= ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0041= STAND ALONE PERMITS Open Porch x$30.00= (number) Deck x$30.00= (number) Fireplace/Chimney x$25.00 (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee Pmjcost Rev:063004 C.9 BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR *`r Number: CS 057770 Birth Expires: 02/16/2008 Tr.no: 18658 Restricted:_10 JACQUES 1597 FALMOUTH`RD#4 / CENTERVILLE, MA 02632 '^°" Commissioner .�i II I �,►,E► Town of Barnstable Regulatory Services n M�' Thomas F.Geller,Director ,e� Building Division Thomas Perry, CBO,Building Commissioner o� I 200 Main Street, Hyannis,MA 02601 �- www.town.barnstable.maxs 'Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW Owner: Map/Parcel: Project Address Builder: The following items were noted on reviewing: 9 Reviewed by: Date: �'` Q:Forms:Plwvw P,ofT►,E► i The Town of Barnstable • BARNSTABLE, Department of Health Safety and Environmental Services 9 MASS. 0a t679• �0 p�ED MPS Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspections Location s �t Number Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: iq !! t !f Please call: 508-862-4038 for re-inspection. Inspected by , ,A. Date `` v SMOKE DETECTORS REVIEWED BARNS ABLE BUILDING DEPT. DATE FIRE DEPARTMENT DATE i BOTH SIGNATURES ARE REQUIRED FOR PERMITTING CARBON MONOXIDE ALARMS MUST BE INSTALLED PER MASSACHUSETTS BUILDING CODE CCaNE Qc r -------------- ------------------ 1L.k�G !af Srz e z_ _ �S - t; ---- —— _ .._ $ `�. SV4;L'I ti i!P• _'. ..__ Y �..�— r-- --— 27cTln� :�3i - �iC t C .. s C7Af_jffr JAPPROVED BY: - DRAWN By DATE: REVISED ... .. -. ... .. .. DRAWING MBER :2zF3` <Y I — { r _ ` I 1 ti —L a — 7t4TliY a I ` ,�, t `. � t6ar��•v`.:.PgP4�ee� ."i$4CV�:_ ` _Lj i, Lim ;, t { ; u - i � IT it Y p k {I { 1 �, (�t1 "fG-�g CUL.�l' �2,£i=C Ott t"2� \�t_n'�'.- { � �� � � �1 S, � � s� �• 9 � ,, .} tX0 it 1i -1 ILI I A PPROVED BY SCALE: III,+ �.DRAWNlay •DATE: EVISED — DRAWING NUMBER , r'.�2-`.Sw✓�i M1ta`t(�h1J R�CF'tt+i��''� � f , . R .N •t i f i - r J 1 j I , -- - -..._ _�..,..l�i� -. .. i Sl8 J'c,6v SPkZtiFF i.Kk_..--- :__ _ ''T - G ;I Lj - { �xi .. O - r3 i OD I } i o ` .. !, uw - j _.-.......... � i pf • vj q ; , n ,- a•O 8 1 2.�{ 2•a s o S-AFET- �yAPPROVED BY: DATE. i . �_____--.__. ., ..._...,,�._.•.-.. �..� REVISED t i ��� ���� �� �-'��•'� �'-" � � DRAWING NUMBER - s - � t , i i { IS nr — -•� © ix - 1. kn --" _ , a 1 _ I SCALE:r/d'u:`;�. APPROVED BY .DRAWN BT DATE: REVISED -' I DRAWING NVMBEP: ._ $ 7 OV ----------------- _. r-i-_—+ti 1i��...-�.�.CAI_.._���.-.. 1—v-`�--....: _..-��1�IC.t�{.�CI]!•,7 .:...�_ i s n i r # 1 • �4 yy , • S {{ - - : ; - ....,.. _ c'bG J,ST. SC/[LE' -+Tj}�..1-.�$"'. .:APPROVED BY: DRAWN BY ., DATE: REVISED u ...- ,.t_ '-4, .. •, - - - �- DRAWING NUMBER I _4 + 'l6•-U'..._._ �,0. ....L 4 O r 5` 3 2-'' ' �2.5` i — t O { :U v { All r .1z+.3v,IOU u M I ,n . : t I _ I w TAX ,' � _ I i � :s —. .• I -.,.2x1Z3.FC3151� __ _ .. � '. j i i I I i - ¢ { I i I tt , I -.... i I ..., i i �ViJ IV 1,1.'\���JI�I I✓Il` SCAtE_-IfT,-�`Q -_ APPROVED BY: '.DRAWN BV - ' Z .;.. '�,,.� .. .... ... DATE: REVISED ' I - - DRAWING NUMBER � ` C/� . . 6 } S ` �•� t ASSESSOR'S MAP 272 PARCEL 210 NOT ALL SYMBOLS LEGEND ' ARE UTILIZED. ZONING SUMMARY O SEWER MANHOLE ZONING DISTRICT: RC-1 FIRE HYDRANT MIN. LOT SIZE 43,560 S.F. tiY MIN. LOT FRONTAGE 125' WATER GATE VALVE MIN. LOT WIDTH - CATCH BASIN MIN. FRONT SETBACK 30' 112.73' "' N12'43'16"E �' O MIN. SIDE SETBACK 15' r 55� PROPOSED CONTOUR MIN. REAR SETBACK 15' - E E E E E E E E E E E L SIGN ZONING DISTRICT: PI AHD +OOINV• TM1 MIN. LOT SIZE 10,000 S.F. 60.7f 0 TEST HOLE MIN. LOT FRONTAGE 50' (20' CUL DE SAC) 6� MIN. LOT WIDTH 65' `6 CH R LANE CLEANOUT MIN. FRONT SETBACK 15' N +65.14 �6 6/ MIN. REAR MIN. SIDE SETBACK SETBACK 0' EXISTING CONTOUR - W W W W W W W W W W W N12'43'1.6"E fffi 112.13' 1z 66.5 PROPOSED SPOT GRADE SITE IS LOCATED WITHIN THE 5.36 w 7u) I W � : ;r"r I GROUNDWATER PROTECTION OVERLAY & AP I f;•: ;,, ( APPROX. TREE LINE DISTRICT W �j. I(n ��r xzo I + 50.12 EXIST. SPOT GRADE FLOOD ZONE: C w N IQ N��� N I ' �� (FEMA FIRM PANEL# 250001 0005C) 9-19-85 rn INV. W 00 -4 66. 62.5 I I I �'�' '`y`� PROPOSED LEACHING PIT REFERENCE: CO W rn I +` N 6'X14' EFF. DIA. PITS Gil I °'1 w :j•1;;: : PB 610 PG 95&96 41°'- �+ uo 6 uixa Q - I I $ I �' 46 w � 7 I m I —S S— SEWER LINE R C7 IQ OD i i 00 I W W WATER LINE RESIDENTIAL SITE PLAN C661 HOUSE io o I I p I _0 G GAS LINE +6 .56 TOP FND 67.0 ' �` :�` '-�- I PREPARED FOR: E E— U.G. ELECTRIC BAYBERRY BUILDING DECK �'� '� I ANTIQUE STYE POST LIGHT Lo 217 - - - LOCATION : LOT 27 #130 SCHOONER LANE Area=1 O,000f SCALE 1" = 20' DATE : 1 1-9-06 Or �,�H OF,igss SHEET 1 OF 2 9 Acres N13'27'29"E 112.14' ��pb�HOF'�1ssq �o� tlAN1EL oyG� off 508-362-4541 DANIELA cyGu, A. fox 508 362-9880 OJAL65.49 o OJALA -Cal No. Ca�, No. 09 down cope en gin e erin g, in c. � �o ��.No.46 Oro � F E�o� 1 C/WL ENGINEERS Scale:1~a20' °FSS��ST (Ifgfof LAND SURVEYORS OJALA P.L.S. P.E. DATE 939 Main Street — YARMOUTHPORT, MASSS, 0 10 20 30 40 50 FEET JOB 03-123 03-123 PROF.DWG° DAO GENERAL NOTES: 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS THREADED CAP PLASTIC COVER TO LAWN/MULCH APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING t TO GRADE CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE IN MULCH GRADE (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR { ISLAND H EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. ISLAND TYP. 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS FINSHEO GROUND SURFACE PROJECT WORK SHALL CONFORM TO THE TOWN OF BARNSTABLE SUBDIVISION REGULATIONS z AND/OR THE MASSACHUSETT'S DEPARTMENT OF PUBLIC WORKS STANDARD w SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. ALL SEWER WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5, ' 6" TO 4" REDUCER o L) BARNSTABLE HEALTH REGULATIONS, AND k BARNSTABLE DPW SPECIFICATIONS FOR SEWER CONNECTIONS. 8"X6" WYE INTO MAIN � 3. VERTICAL DATUM IS NGVD29 ASSUMED FROM G.I.S. DATA �o ri 4. CONTRACTOR TO VERIFY ELEVATIONS OF VACUUM STUBS IN FIELD PRIOR TO ANY OTHER SEWER WORK - 5. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H-20 RATED UNLESS NOTED. 6. GAS SERVICE PROPOSED. LINES TO RUN AS SHOWN OR AS DIRECTED BY KEYSPAN. LINES ARE APPROXIMATE AS SHOWN. , r 7. ALL STORM RUNOFF FROM IMPERVIOUS SURFACES TO BE CONTAINED ON SITE., 6"SDR35 PVC 8. 4" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED OR STABILIZE WITH WOOD CHIPS. 8" MAIN AT 2% TO STUB SEE TRENCH AT LOT LINE (TYP.) 9. SEWER PIPING 8"0SDR35 MAIN SET AT 0.005 FT/FT WITH 8X6 WYES AND 6" STUBS AT 2% TO DETAIL 4"SCH40 PVC AT 27. MIN. LOT LINES WITH 6" TO 4" REDUCERS AND 4 SCH40 PVC BLDG CONNECTIONS AT 2% WITH CLEANOUTS FROM LOT LINE TO HOUSE 10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY ENGINEERING WITH CLEANOUT OUTSIDE DEPT. AND OWNERS ENGINEER. AS-BUILT DRAWINGS INCLUDING ALL INVERT. & RIM ELEV.'S REQ. FOUNDATION WALL (TYP.) SEE CLEANOUT DETAIL (24 HOURS NOTICE FOR INSPECTIONBY ENGINEERS OR TOWN OF BARNSTABLE) SEWER SERVICE LINES. 11. COORDINATE UTILITY INSTALLATIONS AND AVAILABILITY WITH APPROPRIATE VENDORS. 12. TOPOGRAPHY AND DETAIL FROM SURVEYS BY DOWN CAPE ENGINEERING, INC. SOME OFF SITE DATA FROM TOWN G.I.S. AND SHOWN FOR REFERENCE ONLY. NOT TO SCALE: 13. TOWN APPROVED WATER INSTALLER FOR WATER REQUIRED. SEE DEPT. SPECS. 14. TOWN OF BARNSTABLE APPROVED SEWER INSTALLER FOR SEWER INSTALLATION REQUIRED. 15. SIX INCHES OF STONE BEDDING REQUIRED UNDER ALL PIPING AND ALL MANHOLES. 16. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. 17. FINISH GRADE SHALL PITCH. AWAY FROM HOUSE AT ALL POINTS. RESIDENTIAL SITE PLAN 18. IF SEWER LINES MUST CROSS WATER SUPPLY LINES, SEWER PIPES SHALL BE CONSTRUCTED OF CLASS 150 PRESSURE PIPE AND SHALL BE PRESSURE TESTED TO ASSURE WATER TIGHTNESS. SEWER LINES SHOULD BE 36" (18"MIN.) BELOW WATER SUPPLY LINES, BUT IF IT IS NECESSARY TO CROSS ABOVE A WATER UTILITY, BOTH THE BUILDING SEWER AND THE WATER LINE SHALL BE ENCASED IN A LARGER DIAMETER WATERTIGHT PIPE FOR A DISTANCE OF 10 FEET ON BOTH SIDES PREPARED FOR: OF THE CROSSING. (REF. BARN. SEWER REGS, TITLE 5, AND TR-16) LeBARON CAST IRON LA0910 SEE PAVEMENT SECTION BAYBERRY BUILDING H-20 RATED FEMALE ADAPTOR & 4" THREADED PLUGVALVE ' GRADE AOXET END. SLEEVE TO ALLOW MOVEMENT LOCATION LOT 27 #'13O SCHOONER LANE POURED CONCRETE DONUT 1.5 CU.Fr.t DATE : 1 1-9-06 �.�pyjN°Fi�ssq� SHEET 2 OF 2 DANIELA m 4.0 0SCH40 PVC U OJALA N off 508-362-4541 CIVIL fax 508 362-9880 No.46502 4"PVC AT 2% MIN. SERVICES P°,oF�afsTE��o �4 down cape engineering, inc. s N E CIT/IL ENGINEERS CLEANOUT DETAIL ' rl /Ve LAND SURVEYORS H-20 FOR USE PAVED AREAS DANIEL A. OJALA P.L.S. P.E. DATE 939 Main Street - YARMOUTHPORT, MASS. UTILIZE PLASTIC COVER IN LAWN AREAS I JOB # 03-123 03-123 PROF.DWG DAO)