Loading...
HomeMy WebLinkAbout0216 PINE RIDGE ROAD - Health PaneIZdgeRoad k i I LOT 4 ?B PC LOT 5 FOOUND F 4 GEORGE R. GILLMORE " ^J LOT 8 IW aWNAC;av svuZ e ✓14�wlT s'AU AAZW AW aoAw m BOwo N ursu�r AV eAu�%m,r�w�Y nY��mlrS44V ZP DE"4kir'N`E GEORGE R. dot EILEEN J. n�a-. ciilpVs' jyr i+ar�nj a awls s/ s� - GILLMORE, JR. o� / •30.6 CONCRETE BOUND \ 25.1 ENCROACHMENT WITH DRILL HOLE / O z7_5 'CLEARING' EL.25.51 225.00, 16. aAuav \\-\ , OYAMBErPS AfaAV S \ i - .SEP/K'lMWT `C SJA1£A[L.tREYKl7 av 34.5 LOT 2 \ \ - ------ `z 0 027 TIN l ! NIF DAVID C. & SANDRA 1z a/ J. DEL NEGRO LOT 1 43,584t S.F.\ 3.5 _ B \ \`. .J7.5 I _ \ `� NBJ79'30 ry 1 J CBNH \ ^L33.9� &80' OUOND 33,5 \1 1 337 Slg' ' PP. 273.92 33.0\ WAQUOIT \ \ (PRIVATE-40'WIDE) ROAD J3.5 eT G ND ExlsnNc l PLOT PLAN NOT TO SCLOCUALE '�LA��4! ��_ CONTOUR FOR #216 PINE RIDGE ROAD ] \ .1 --30=— EXISTING 10'CONTOUR - - 'PREPARED FOR -' - - - - 3L'> EwsnNc sPorELEvnnoN BARNSTABLE H IN ARBOR BUILDERS l -r IL111^`Y\' r,.¢o PROPOSED SPOT ELEVATION COTUIT MA GENERAL NOTES: ' `••• (b EXISTING TEST PIT PLAN DATE: JULY 20, 2016 PLAN SCALE: 1°=20' PROJECT � i..HOUSE NUMBER: 216 EXISTING UTILITY POLE ' LOCATION �•' p, ASSESSOR'S NUMBER: MAP 19, PARCEL 178, LOT 1 UND WASTEWATER DESIGN COASTAL ENGINEERING PP CNL ENGINEERING WETLANDS PERMITTING IMOU FO o CONCRETE BOUND N1TH DRILL HOLE �,P TI�I as 3. ZONING DISTRICT: RF FO colwr („. 4. FLOOD HAZARD ZONE: X (FEMA MAP 25001CO752J) TITLE 5 PLOT PLANS �( G•' PIERS AND DOO(S 84✓ 5. TOPOGRAPHIC INFORMATION COMPILED FROM AN ON THE GROUND SURVEY, I o 10 zD 4o NCI NEERt� 6. ELEVATIONS SHOWN ARE BASED ON NORTH AMERICAN VERTICALz DATUM(1988). o LAND USE TVINNING COMMDTtlAL/RE9DENRALs»ay Gyps cyy oa sovmsartrn,✓a.woro,Wr� 7. LOT COVERAGE BY PROPOSED STRUCTURES: 1.307 S.F./43,584 S.F. - 3.OR r I B. LOT COVERAGE BY PROPOSED STRUCTURES/PARKING/PAVING: 3,465 S.F./43,584 S.F. 7,9g (SCALE: 1 INCH-20 FEEr 17 ACADEMY LANE, SUITE 200 - FALMOUTH, MA - 02540- 508.495.1225 i PROJECT NUMBER: 16047 CAD FILE NAME: 16047SP DRAWN BY: L.M./D.M.M. SHEET 1 OF 2 TOWN OF BARN ABLE LOCATION �� SEWAGE# �/(9 r VILLAGE �� AS ESSOR'S MAP&P—yA,fRCEL INSTALLER'S NAME&PHONE NO. �� rGIJS<r U o, 1,0 4 `� o i SEPTIC TANK CAPACITY LEACHING FACILITY:(type) ✓ size) D NO'OF.BEDROOMS // vW IX ✓' DNS hf�-/ocv� �u1��B✓S U PERMIT DATE: (s COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If an wetlands exist within 300 feet of leac ' act i Feet FURNISHED BY 16, rl !� - P7 No. J Fee S-el� THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2pplication for Disposal 6pstem Construction j3erinit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) [Complete System ❑Individual Components Location Address or Lot No. 21(v 10/NE R1,0 4 C Owner's Name,Address,and Tel.No. C77-4)Stf--3-F9 f C O T V I r Assessor's Map/Parcel 01 9 Of 7 r PO o oy 483 02630 Installer' Name.A ess,a d Tel.No._ S6 j0 ®/7 Designer's Name,Address,and Tel.No. �� �pN$Trt/c�r0'� LAC r.4&1nWW E�1G/nJF�Elu�v4 //v M/C//A)F� AV SE" 8 495-/ZZ.- Type of Building: A Dwelling No.of Bedrooms 3Lot Size 43 J 6 0 sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 6?j ?I gpd Design flow provided .3�9 gpd Plan Date 7f lA0A Number of sheets / ¢ Z/Z Revision Date Title S?77 C S YS l�/Aj 9r .5177E,4Glt l Z/6 ~t 9/66 e CO r/ T' Size of Septic Tank /510 O y Type of S.A.S. CDivc C111jkW 1U-& Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenan of e afore describ - 'e sewage disposal system in accordance with hie provisions of Title 5.of the Environmental and no to lace the syst in operation until a Certificate of Compliance has been issued by i B ealt•. _/� a Date Application Approved by N Date Application Disapproved by Date for the following reasons Permit No. �19 r Date Issued i Y 4 Y No. / Fee 5a y THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes ' F PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS A, application for Ve-posal .4pstem Construction Permit Application for a Permit to Construct( ) Repair•,( ) Upgr`ade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. 2 1(o IO/,V f 112'10.4r.l Owner's Name,Address,and Tel.No. O�A� 52 I-3 S'y y COTv �T A&)c i Assessor's Map/Parcel G 19 Q 7 jj PI),6 oX 4b, /'1+72/vx_/1a C. /✓/iA 0 2 6�0 w Installer's Name, dress,a dTel.No. �(fO 0 j� Designer's Name,Address,and Tel.No y JVj V McIG v t O��GZ'r� JCfrC/Yl6V77_1 E,VG//,Jr G ,, /b1/CN�rc e G�a/1Sf c.e/ bk 4*S- Type of Building: j Dwelling No.of Bedrooms 3 Lot Size �6 0 sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) �j t� gpd Design flow provided 3!f:9 gpd Plan Date —2 0A Number of sheets / Z�2- Revision Date Title _5F 077C SfYS7*�hl cY 5 7)r- /J(IgiV 7/6 /a/oyE 2//,)6e l0%L17 j Size of Septic Tank /SO U y Type of S.A.S. rOtiG C y/ii9a»f31 1 S Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of e afore descri ons'te sewage disposal system in accordance with the provisions of Title 5-of lie Environmental nmental © ' and no to lace the syst in operation until a Certificate of Compliance has been issued by this Bo 6 / Date G tt Application Approved by Date Application Disapproved by Date for the following reasons Permit No. /�� -, � Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed Repaired( ) Upgraded( ) Abandoned( )by - -at P/!V 12110Gre c10/y i T has been constructed in accordance with the provyisi nos of T'tle/5 d the_foo Disposal,System Construction Permit NOCII dated I Installer Designer ff1ernn TP E�d�l�r; #bedrooms 13 Approved designow J gpd The issuance of t 's p it shall not be construed as a guarantee that the system wil fimct on as designed. Date J Inspector 1r h ) �. ----- .------------ - - - ---------------------------------------------------------------------------------- ------------------- No ��� - Fee /mod THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal 9ppstem Construction Permit Permission is hereby granted to Construct(k) Repair( ) Upgrade( ) Abandon( ) System located at 21(, oOlA,, //�/.d C"U 7v,l- and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date Approved Town of Barnstable Regulatory Services g rY Richard V. Scali,Interim Director • eaatas ABM • M"B& Public Health Division i639. Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 ` Office: 508-862-4644 Fax: 508-790-6304 Installer&Designer Certification Form Date: / 8 Sewage Permit# Assessor's Map\Parcel / 9 /78 Designer- /"-Jnstaller: Address:�7f f Z/�fr�y LA✓ Address: r 7 /0� d ZS' o -f )421; /�/jr9ss On / $ /6 /� - was issued a permit to install a (date) (installer) septic system at Z/ G h o Ar4nC 2c.� based on a design drawn by (address) �'/�t �iUlrr/�/ !✓(� 1VL, dated 7120114 (designer) F A-Z I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the sic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Strip out(if required)was inspected and the soils were found satisfactory. I certify that the sVstem referenced above was constructe liance with the terms 0 prov 1 letters (if applicable) SH of M4S o MICHAEL J. y BORSELLI cGn CDCIVIL 4 nsta er ign 0 9 No.35054� /STO'`` Q �FSS/ONAL PLEIZsi er's Signa "re) (Affix Designer's Stamp Here) EE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. QASeptic\Designer Certification Form Rev 8-14-13.doc Town of Barnstable P it Department of Regulatory Services ' Public Health Division Date r re3a 200 Main Street,Hyannis MA 02601 Date Scheduled Time 'w _ l�M Wee Pd. Soil Suitability Assessment,for Sew e Disposal Performed-By: n,&1 GL+PCr*_ R Witnessed By: IN LOCATION&.GENERAL INFORMATION Location Address ZI(o .P/AIJ5 RID4L PD Owner's Name ALExAtvD121A PAR46t-1- Co 7-U I"r too lao z 483 Address 6Ar.,.ts-rA8t-E, MA 02630 Assessor's Map/Parcel: • O 1 9l1 Z 6 Engineer's Name M1 cHXt- i5o¢S6c4_r PA/.-MOUIS4 cNtiiNlcEeiNG, IAlt NEW CONSTRUCriON X REPAIR Telephone# (.o8) 4.9,S- 1225 StfJUr,-. rLAZ o 1J7N Land Usa Slopes(9G) �...` 1 Surface Stones Distances firm: Open Water Body 2t S� ft Possible Wet-Area -..-ft Drinking Water Well Dmlhage Ways !D 0 ft Property Line 35l ft Other ft SEETCH:(Street name,dimensions of lot,exact locations of test holes&pere tests,locate wetlands in proximity to holes) �,A 2/6• O , 00R, 0 �3 / NE 2. I a49- 0A o t'v,�Prs'' Parent material(geologic) V t'�. Depth to Bedrock -..— Depth to Oroundwater. Standing Water in Hole: c>lu.13—! Weeping from Pit Noe !�y ' Estimated Seasonal High Groundwater ��. � . y� 7 Z S DETERMINATION FOR SEASONAL'HIGH WATER TABLE Method Used: Depth Observed standing in obs,hole: la, Depth to soli mottles; In, Deilth to weeping from side of ohs.hole: _ - In, Groundwater Adjustment ft. Index Weil-# Reading Date; Index Well Irvel ,-�„ AdJ,:tkCtbr, Adj;GroundwatorL.evel.. PERCOLATION TEST Observation Hole# Time at 4" Depth of Pero U> . Time at 6" Start Pro-soak Tlmo® Time(9".6") C- ,4L�L 0k-r o f End Pro-soak 2&�� ����/`�. w �.. Rate Mln./Inch , 4 l L 5 v►�.I 1,j Uz`C-r Site Suitability Assessment: Site Passed_ Sito Failed: Additional Testing Needed(YIN) Original: Public Health Division Observation Hole Data To Be Completed on B ack--------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conselr vation Division at least one(1)week prior to beginning. Q:1S EPTILAPBRCFORM.DOC DEEP,OBSERVATION HOLE LOG of # _ Depth from Soli Horizon Sail Texture Shcl Color Other Surface(In.) (USDA) (Munsell) Wing (Stnucture,Stonei,Boulders. tsistency.%'t3Wel) tz Z IrA PcIis C Z 5 --------------- DEEP OBSERVATION HOLE LOG Hole# 2. Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders, DEEP OBSERVATION HOLE LOG .Hole# 3 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(In.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.. Consistency, DEEP OBSERVATION HOLE LOG Hole#.� Depth from Soil Horizon Soil Texture ; Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stattes;Boulders, Flood Insurance Rate Map: Above 500 year f lood boundary No— Yes 1WJthln 500 year boundary No�� Yes 'Within 100 year flood boundary No. V yes.,;— Depth of Naturally Occurrint=_Pervious Materlal Does at least four feet of naturally occurring pervious material exist in all areas observed thrpughout tha area proposed for the soil absorptibn system? �J C s ' If not,what is the depth of naturally occurring pervious material? _. Certification L. 995' " I certify that ono �' (date)I havepassed the soil evaluator examination approved by the Department of Environmental Protection and that the'above analysis waiperfortned by me conslste 1:�P�� + OF Mgss9 the required training,expertise erience described in 10 CNM 15.017. per' •MICHAELJ. �y Date ��' BORSELLIrn un " Signature o� CIVIL No.35054 i A� STEQ� sQ oFFSS�ONALE�IG��� Q:WEFrlWRRCPORM.DOC NOTES: 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS &DIMENSIONS IN THE FIELD PATIO 4 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, DETAILS,&FINISHES IN THE FIELD WITH OWNER NANTUCKET PAVERS (SIZE TO BE DETERMINED 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT IN THE FIELD) FIRST FLOOR TO BE 6'-8"ABOVE SUBFLOOR 40•-0" 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS STATE BUILDING CODE,8TH EDITION AMENDEMENT&IRC2009 28-0 o-o z-o" 5.) 110 MPH EXPOSURE B WIND ZONE 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, 1Z-0" s•-s" r-4" T-7" 2•- T-7• OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/12"FIELD NAILING A6 7.) ALL LVL LUMBER/BEAMS TO BE 1.9e U360 LOAD 8.) SEE CERTIFIED PLOT PLAN DEVELOPED BY FALMOUTH ENGINEERING A A A FOR ALL PROPOSED&EXISTING DETAILS A6 DECKING ".0•x6'8" 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF SLIMING 4 4 ALL SIMPSON COMPONENTS A DOOR 3-1 a/a•x11 7/8•LVLBEAM _ 10.) ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS —� TO BE 3000 PSI ® 20 sa CUB OARD � 11.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE DURING FRAMING CONSTRUCTION BATH UP O 12.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE B VOUTSIDEYN FAN Q 13.)FOLLOW ALL REQUIREMENTS OF THE 110 MPH CHECKLIST SUPPLIED ® I REF A 14.)THIS SITE IS IN THE 110 MPH WIND BORNE DEBRIS AREA,EXPOSURE"B" s x6e I i &WITHIN ONE MILE OF NANTUCKET SOUND PER STATE OF MASSACHUSETTS WIND SPEED MAPS 1 4•-2" I 15.) GLAZING PROTECTION PER 780 CMR 5301.2.1.2 TO BE PLYWOOD PANELS I I 4 VERIFY ALL WIND BORNE DEBRIS PROTECTION REQUIREMENTS 51-T Z-4" 4'-0 1 24'-0• m W/OWNERS PRIOR TO START OF CONSTRUCTION 2s xss 00 16.)FOLLOW ALL REQUIREMENTS OF THE IECC2012 RESIDENTIAL ENERGY I RANGE i 2-0 EFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS WITH THE INSULATION SINK ® O 1 W GAS FIREPLACE INSTALLER/CONTRACTOR. ITCH EN 11 17.)ALL HEADERS TO BE 3-2 x 8's UNLESS OTHERWISE NOTED c I D I ON. W/OWNE SERIFY ALL DETAILS (VERIFY KITCHEN I LIVING 4 IECC2012 RESIDENTIAL ENERGY EFFICIENCY DETAILS GARAGE Y. W/OWNER) I CLIMATE ZONE SA(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION 1 TABLE 402.1.1(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) FENESTRAPONSKYLIGHT CEILING YtAODFRAMEDWALIFLCOR 9ASEMENTWALL EASEMENTSIAECRAWI SPACEWAL Z6"x 6'8" I U-FACTOR U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE R-NAIVE r 4-1 3/4"x 16"LVL BEAM(FLUSH) _ _ 0.32 O.fiO a9 20 30 1Y19 tORFT.DEED 1W13 _: OR W72 x 16 STEEL BEAM 3.0•x 98" NOTES: PKT.DOOR 1.R-VALUES ARE MINIMUMS 8 U-FACTORS ARE MAXIMUMS. 14'-10• - 2.15119 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR A "x 28• OF THE HOME OR R-15 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL HVAC CHASE 3.REFER TO IECC 2012 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS DINING w A WINDOW SCHEDULE p7511 TYPE ROUGH OPENING REMARKS 9'0"x 7'0"O.H.DOOR A 2'-6"x 4'9" DOUBLEHUNG rill C OS.�� x, B 2'-6"x 4'-1" DOUBLEHUNG CONC. o APRON H � + .jo+6 C 2'-O"X 2'-O" AWNING D 2'-6"x 4'-5" DOUBLEHUNG A _ COVERED A E 2'•6"X 2'-0" AWNING PORCH C C 1.CONTRACTOR TO VERIFY ALL WINDOWS WITH OWNER AND ROUGH OPENINGS A A A6 WITH WINDOW MANUFACTURER PRIOR TO ORDERING OF WINDOWS A6 8"DIA. COLUMNS B A6 5'-6• 4'-0" Q SMOKE DETECTOR 12'-0" 28'-0" FIRST FLOOR = 924 S.F. © CARBON MONOXIDE DETECTOR SECOND FLOOR = 801 S.F. FIRST FLOOR PLAN ® HEAT DETECTOR GARAGE = 252 S.F. THE ERRORSIGNER SHALL BE N.lFIE0 IF OROMS50 SAREFOUNDONY SCALE : DRAWING NO.: COTUIT BAY DESIGN, LLC NEW HOUSE FOR: BARNSTABLE HARBOR BUILDERS THESEORAWIN.THE BU TO ILDING CONTRACTOR P.O. BOX 483 CONSTRUCTION.RESPONSIBLE FOR THE CONT EN TOR 1/4" _ 11-01, 43 BREWSTER ROAD IN THESELB DRA-INIS I FONSTRCONTENT — C THESE DRAWINGS IF CONSTRUCTION MASHPEE MA. 02649 WATROBA RESIDENCE ING THE BARNSTABLE, MA02630 TDE HBEOCES GSARESOL OR EYFORTH Al(508 274-1166 ( ) OFTHE EROF ANY OTED,A YOTHESSIONS. DATE . /�--� PH. 774 521-3899 THESE ORANnNGS ARE SOLELY FOR THE USE FAX (508) 539-9402 216 PINE RIDGE ROAD COTU IT, MA CONSENT TO FT HE DESIGNER OTHER USE OF TH ESE ORAWINGS REQUIRES THE WRITTEN 7/29/2016 CONSENT OF THE DESIGNER UNDER THE ARCHITECTURAL COPYRIGHT PROTECTION ACTOFI W. 40•-0" 12'-0'• 28•-0" • 7•-0" 2'-10" 10'-9" 2'-10" 4•-7" A B A6 A6 VENTFAN ROOF TEMPERED E E TO OUTSIDE BELOW D D 4 ® O C � 24"x68' 4 9 4,x4, MASTER 2'61-x6.6• - ACCESS 6.-0. HWR. BATH PKf.DOOR PANEL Lo MASTER E LIN. " LIN. — BEDROOM 2 x 6 WALL 12 T 5'0•x 6'8• 4.0'x 6'8 BIFOLD I ( q BIFOLD BATH/ --- W. .I C. —� ----J © ROOF ° LAUNDRY BELO q DN. 11'-10" PULL-0OWN 4'4" HALL I STAIR51 TUB/ I O© SHWR. VENTFAN O TO OUTSIDE N I CLOS' +s@ O© E 20'x 28' O O I HVAC CHASE O , —— f I I BEDROOM #1 I c c I BEDROOM #2 CLOS. c o c A A6 LD D C 4 ROOF BELO Iii�i (✓ A PPI A6 1--1o" z•-a" 1-10• AT 3'-0" 4'-0' S'-6" 4'-0' 3'-0' T-0" 11'-0' T-0• (GAMBREL ROOF) 6'-0" 3'-0• 1•b" 25'0• 1•-0• . (SHED DORMER) (SHED DORMER) 28'-0" SECOND FLOOR PLAN T E DESIGNER SHALL BE NOTIFIED 11 AN ERRORS OR OMISSIONS ARE FOUND ONY SCALE : DRAWING NO. : Ea EK owCOTUIT BAY DESIGN, LLC NEW HOUSE FOR: BARNSTABLE HARBOR BUILDERS THESE DRAGS PRIOR TOE UNDF 43 BREWSTER ROAD P.O. BOX 483 `-LCONBERESPONSIBLE FOR RUCTION.THE ITHE CONTENTTOR 1/4" = V-011 IN THESE ORANANGS IF CONSTRUCTION MAMASHPEE MA. 02649 WATROBA RESIDENCE BARNSTABLE, MA 02630 COMMENCES ANY ERRORSTHOUT OR (508) 274-1166 ( ) THESE ER AI ANY ERRORS OR OMISSIONS. DATE : 88 P H. 774 521-3899 THESE OR ERN ARE SOLELY FORTH USE THESE THE OWNER NOTED.ANY OTHER USE OF FAX (50 ) 539-9402 216 PINE RIDGE ROAD COTU IT, MA THESITECTU NGS REQUIRES GHTPTHE OTECTION 7/29/2016 CONSENT OF THE DESIGN ER UNDER THE ARCHITECTURAL COPYRIGHT PROTECTION A2 ACT OF 1 990. TIP.RIDGEVENT TYP.CERTAINTEED ASPHALT ROOF SHINGLES(DRIFTWOOD ' OR WEATHEREDWOOD) 12 9 AZEK 1 x 8 FASCIA,SOFFIT,& 1 x 6 FRIEZE BOARD W/ ALUMINUM GUTTERS TOP OF PLATE 12 514 x 6 PEDIMENT HEAD AT FIRST FLOOR FM H WINDOWS SECOND FLOO SUBFLOOR TOP OF PLATE 12 �7 ® F FT FFH IT-A FIRST FLOOR SUBFLOOR 8"DIA. L BUNGALOW STYLE DOOR AZEK 5/4 x 10 WATERTABLE CARRIAGE STYLE O.H.DOOR COLUMNS W/WIDE DETAILED TRIM W/1 x 3"CAP(SEE DETAIL) VERIFY ALL DETAILS W/ _ OWNERS FRONT ELEVATION 12 4 AZEK 1 ,8 RAKE BOARD &1 x 3 DRIP BOARD TOP OF PLATE 12 0 --AZEK 1 x 6 / \ \ CORNERBOARD W.C.SHINGLE SIDING Lv 5"TO WEATHER 12 SECOND FLOOR �T SUBFLOOR_ TOP OF PLATE AZEK 1 x 4 TRIM W/ SILL FIRST FLOOR SUBFLOOR RIGHT ELEVATION THE IHALL IF ERRORS OR OMISSION ARE F OU N D- - Y SCALE : DRAWING NO.: COTUIT BAY DESIGN, LLC NEW HOUSE FOR: BARNSTABLE HARBOR BUILDERS CONSTRUCTION. THEBRTO STCONTR 43 BREWSTER ROAD P.O. BOX 483 CONSTRUCTION.THI-ElORINGCONTRACTOR 1/4" = 1'-0" WILLSE DRAWN S I FORTHE CONTENT C THESE MEN DRAWINGS IF CONSTRUCTIONNJN MASHPEE MA. 02649 WATROBA RESIDENCE BARNSTABLE, MA 02630 COMMENCESW NOUTNOPF NGTHE /� PH. (508) 274-1166 ( DESIGNER ERNOTED. SOT.E UIONS. DATE . /�-� 8 P H. 774/1521-3899 THESE O-NGS ARE SOLELY FOR THE USE \/A1 TH THE OWNER NOTED.ANY OTHER USE OF FAX (50 ) 539-9402 3 216 PINE RIDGE ROAD COTU IT, I Y IA THESITECTUED NGSREORIRESTHETECHEEN 7/29/2016 CONSENT OF THE DESIGNER UNDER THE ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990. TIP.RIDGEVENT TYP.CETAI NTEED ASPHALT ROOF SHINGLES(DRIFTWOOD OR WEATHEREDWOOD) AZEK 1 x 8 FASCIA,SOFFIT,8 , 1 k 6 FRIEZE BOARD W/ ALUMINUM GUTTERS TOP OF PLATE C SECOND FLOOR SUB_FLOOR TOP OF PLATE _- 12 7� ® ® ® AZEK 1 x 6 CORNERBOARD 92 _ W.C.SHINGLE SIDING 5'TO WEATHER FIRST FLOOR SUBFLOOR REAR ELEVATION AZEK 1 x 8 RAKE BOARD 8 1 x 3 DRIP BOARD 12 Q 4 12 TOP OF PLATE 10 / ® / AZEK 1 x 4 TRIM W/ 2"SlEl c z tlECOND FLOOR 7� UBFLOOR TOP OF PLATE ® ® COLUMNS MNS HII FIRST FLOOR 00 SUBFLOOR I I LEFT ELEVATION THE DESIGNER SNALLI.N."NOTIFIEDIFPNV SCALE : DRAWING NO. : BARNSTABLE HARBOR BUILDERS THESE DRAW NGS PRI HDON ORTO SARESTOARTOF COTUIT BAY DESIGN, LLC NEW HOUSE FOR• CONSTRUCTION,THE OILOIN E T R 1/4"TO _ 11-011 43 BREWSTER ROAD P.O. BOX 483 IN THESE DRAWINGS IFCONSTRUCTION MASHPEE MA. 02649 WATROBA RESIDENCE THOUT BARNSTABLE, MA02630 COMMENCESWSARESOT ING THE LERFORTH /� PH. (508)) 274-1166 ( ) DESIGNER ERNOTED.AS OTHER USEO DATE /I-� PH. 774 521-3899 THESE DRAWINGS ARE SOIEIY FOR THE USE Y 216 PINE RIDGE ROAD COTU IT, MA OF THE CTURAL OTED IGHT PR TECTI OF FAX (50 ) 539-9402 THESE DRAW HE REQUIRES THE WRITTEN 7/29/2016 CONSENT OF THE DESIGNER UNDER THE 4 ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990. 6'-4" 40'-0" - 1 16'-0' 9'-5" 2'-7" 10'-0" 2-1- 2'-a" P.T.2 x 10 LEDGER BOARD LAG BOLTED TO SOLID BLOCKING W/(2)LEDGERLOK BOLTS 12" IA.CONCRETEt.A 16"o.c.W/ZMAX JOISTS HANGERS SO OTUSE TO 4'0" BEL W GRADE.USE SOLID BLOCKING IN THE A2-P.T.2 x 10's SIM SON ABU46SEMEN ENDTWO JOIST BAYS AT ZM POST BASENDOW GABLE END WALLS 4'-0" A6 ————— ———— APPLY CAULK OR P.T.2 x 8's @ 16'o.c. BASEMENT APPLY CAULK OR ADHESIVE UNDER I I q ADHESIVE WHERE I PLATE ———— WINDOW —— ————— — — — ——J .. — — L— iN INDICATED I 4 -------� mwmxwm 13/"x 117/8' VL GI T 1 r — -- — --3 a EAM O P T. KT.iz I I 4 I v I I I [BCO'C' BASEMENTIv— LKHEAD 3'' s'a' I I WINDOW �-- -- - DETAIL AT FIRST FLOOR ————— I � �-------- --� FULL I I I I BASEMEN I I 4-CONC.SLAB W/6 MI I I POLY VAPOR BARRIER) I —DROP TOP OF WALL AT ENTRY DOOR I I I —— TYPICAL 36"x x 15' CONCRETE FOOOTINGG INSTALL 5/8"ANCHOR BOLTS AT 38"o.c.MAX. I —— W/(1)ROW OF q5 BARS W/SIMPSON BPS 5/8-3 BEARING PLATES I I EACH WAY(3)PER ROW I I 6" 9" PLACE BOLTS WITHIN 6"-15"OF EACH —— &4'SQUARE STEEL POSTI I CORNER AND TO A 8"MINIMUM DEPTH 60 I GARAGE I I 6'-7" 6-7" T-5 T-5" 4"CONC.SLAB./6x6 WWF I I O I O MESH REINFORCING.SLOPE 1/8"PER INCH TOWARD O.H. I I I MI I FILL N.NEW SLMPACTED I I _�3.2 x 12 GIRT I _ _ _ I I BEAM BEA PKT. I — PKTMTYP I CONICRETE FOOTING I I I I I I TYPICAL 3 12'DIA. STEEL LALLY GOLUM I I BASEMENT WINDOW DROP TOP OF WALL I 11 7/8'IJOISTS 16'D.C. AT O.H.DOOR @ I I I I' L ------- - Z CO P.T.2.8 SILL W/SEALER NC.------- ry — — — — — — _ — -- APRON I I ;o T INSTALL SIMPSON STH014 INSTALL SIMPSON STHD14 ————— ——— 7xo.-M — — — ——STRAPS IN FOUNDATION STRAPS IN FOUNDATIONWALL AT O.H.DOORS PER WALL AT O.H.DOORS PER C - 2 x 8'S @ 16"o.c. } - CDETAIL DETAIL A6 A6ANCHOR BOLT DETAIL m TYP.8"CONCRETE FOUNDATION3-P.T.2 1 _ AT 48 o�WALLS c/5 T FROMAOUTSIDE A6L BARS 0"DIA.CONCRETE FACE OF WALL,GRADE 60 BARS SCALE: 1/2"_ l'-O" SONOTUBES ON 24" DIA.OTUSEBIGFOOT FOOTINGS &(1)#4 HORIZONTAL BAR AT TOP &MIDDLE OF WALL TO 4'0"BELOW GRADE. B 1 USE SIMPSON ABU66 A6 POST BASE TYP.8"x 18"CONCRETE FOOTINGS W/2 x 4 KEY TO 4'0 BELOW GRADE 1'-3- 9'-6' 1'-3" 8'-6" 111-0" ! 8'61/8" 7 12'-0" 28'-0" r FOUNDATION/FRAMING PLAN ER RORSIOR OMSSIONS AR E FOU NO ON Y SCALE : DRAWING NO.: COTUIT BAY DESIGN, LLC NEW HOUSE FOR: BARNSTABLE HARBOR BUILDERS THESEDRAWIN.THEBPRIORTOSTARTOF 43 BREWSTER ROAD P.O. BOX 483 CONSTRUCTION. IBLEF RTH CONTENTOR 1/4" = 1'-0"NAIL BE RESPoNSIBLE FOR THE CONTENT IN S IF MASHPEE MA. 02649 BARNSTABLE, MA 02630 DESIGNER OF ANY ERROR OROMISSI WAT R O BA RESIDENCE STRUCTION COMMENCES NGS AR NOTIFYING THE DATE PH. (508) 274-1166 ( ) OF THEEROFANOTED A YWHE USED. 8 PH. 774 521-3899 THESE 00.AWINGS ARE SOIEIY FOR THE USE 216 PINE RIDGE ROAD COTUIT, MA OFT HOFO�ER NOTEO.ANVOTHER USE OF FAX (50 ) 539-9402 THESE DRAWNGSREOUIRES HEWRI EN 7/29/2016 CONSENT OF THE DESIGNER UNDER THE A5 ARCHITECTURAL COPYRIGHT PROTECTION 4 I LOT 4 p Q 30> 2 LOT S CB/DH 1.4 N/F FOUND GEORGE R. GILLMORE 2 LOT G THE G1AN7I?ACTa4 -WALL F=AYA7F 5'ALL ARaINO AND OOAW 70 THE SAND LAYER(ES=A7ZV AS 3.5,7 AND REMOW ALL p e0gR0 N/F UNSV1TABLE&.47FR/AL AND REPLACE UITH LYEAN COARSE SAND UP 0$ 70 THE/NWRT. THE REPLACEMENT AWZ??1AL _9VALL CONFORM 70 \ 108929"F 1:1 FFNCe GEORGE R. & EILEEN J. THE.SP 6#WA710YVS SET FCRrH 7N X0 6WR 15255tlJ) 1;7&E s) GILLMORE, JR. \N145V8'20-w O ------ BENCHMARK--- - BOUND +30.6 WITCONCRETE HOLE32.4\ +27:3 ENCROACHMENTw CLEARING EL. 25.51 2233 LL_ \ \ \ 225. T_, __ 5.6 f. ELECCAB \\ \' \ / 26.5 26-� 1- WOODS �Q v' _,/ 1 23.0TE� / 4 9 o ►� h + 21.0 34__ \ 2 - 500 GALLAYV `� -� / Y - \ \\ \� 1,5� GALLON j ��S7Z11/EALL AR0YJN0 I // �� \ \ \,� N SEPAC TANKr ��..� \ I �22 / 34.5 ���� �\ \\ ;--- Nil RESERl2r I\�� `` / \ \ AREA LOT 2 _ \ \ L------------ 8 0 027. rr H. �- N/F v 34.7 \ �\ \\ ?�. \ 27.8 DAVID C. & SANDRA \ \ \\ 30.` ry oB- ��,� �_ • ?8, \ j�24 0``/ J. DEL _NEGRO p r. LOT 1 ` / \ I / I /\ \ / +29.9 /� v j Q / \\ �\ 43,584t S.F. \ / off' ���� \ „ y / 197.0' � /, J 26-- +37.3 /26.1 / +35.9 \ \ � Q � / if 0 37.5 \ +37.1 \ \_1 \ +37.5 N83'19'30"E B/DH� 3_1.1_ 00.9 CB \ 3.9 8.80 OUND33.5 FOUND / 34- -_ 33.7 PPS195820E 2 273.92' _z 33.0` \, 133.5 33:4 WA Q U O I T \\ (PRIVATE - 40' WIDE) ROAD _ Focus �P�t� of Mgssq� LEGEND PLOT PLAN a� MICNAEL J. ym EXISTING 2' coNrouR FOR #216 PINE RIDGE ROAD NOT TO SCALE aoFasElu L STREET o CIVIL PREPARED FOR 9 NO.3505 0 30 EXISTING 10 CONTOUR +31.5 EXISTING SPOT ELEVATION BARNSTABLE HARBOR BUILDERS IN x.32.0 PROPOSED SPOT ELEVATION COTUIT MA GENERAL NOTES. Tp P � PLAN DATE: DULY 20, 2016 PLAN SCALE: 1 =20 �.... (� EXISTING TEST PIT ocA�onl ..--...� 1. HOUSE NUMBER: 216 PP CO-, CROSS EXISTING UTILITY POLE CIVIL ENGINEERING O U T WETLANDS PERMITTING s EET;� 2. ASSESSORS NUMBER: MAP 19,. PARCEL 178, LOT 1 lVl �J RID A� C' 3. ZONING DISTRICT: RF FOUND H o CONCRETE BOUND WITH DRILL HOLE FO�D WASTEWATER DESIGN �� � COASTAL ENGINEERING �...� CO771/T �. 4. FLOOD HAZARD ZONE: X (FEMA MAP 25001CO752J) TITLE 5 PLOT PLANS PIERS AND DOCKS lY BAY 5. TOPOGRAPHIC INFORMATION COMPILED FROM AN ON THE GROUND SURVEY. GjNEERi 20 0 10 20 40 LAND USE PLANNING COMMERCIAL/RESIDENTIAL 6. ELEVATIONS SHOWN ARE BASED ON NORTH AMERICAN VERTICAL DATUM (1988). Serving Cope Cod and Southeostern Massachusetts 7. LOT COVERAGE BY PROPOSED STRUCTURES: 1,307 S.F./43,584 S.F. = 3.0% SCALE: 1 INCH = 20 FEET 17 ACADEMY. LANE, SUITE 200 - FALMOUTH, MA - 02540 - 508.495.1225 8. LOT COVERAGE BY PROPOSED STRUCTURES/PARKING/PAVING: 3,465 S.F./43,584 S.F. = 7.9% PROJECT NUMBER: 16047 CAD FILE NAME: 16047SP DRAWN BY L.M./D.M.M. SHEET 1 OF 2 i f7NISP GJ?AOE-WALL BE 2A'MINIMUM okER ALL svP770 SYS EY LY ROVEN75 USE 4"D/A. SOVEDULE 40 PkV GYM CAST IRON PIPE 20'M/N/MUM SETBACK FROM E7�GE OF S70NE 70 CEZAR RAIL SOIL TEST REMoYABLE-cnvERS sEr 10 MIN/MUM SETBACK REMOVABLE 00 ERS SET 70 Hf WIN Date of soil test: 6/15/16 6"0-RN/SH GRADE(TOTAL OF 3J TO !!!THIN 8"ar f7NIM Test taken by. MICHAEL BORSELLI, P.E. EZE7! = 30.0E EZEK = 280he GRADE(&IN. 0-2) 7-Azcil. = 27.Ot Results witnessed by. DAVID STANTON Percolation rate: < 2 MIN./INCH Ground water NONE EZEII 25.0E S = .02 INWRT HEY 9 MAX. g4: 2..Z172"AYER OF 1,18" TO >121500 GALLON '� . -rf7Rsr szcl�E YAR/E ' #06WED STONE 2'LEyl2 S = .01 M//v aFY = 24.0ETEST HOLES 1 & 2 TEST HOLES 3 & 4 '� SEPTIC TANK " " ®®®®®®®®®®®®® D D u u _ D/ST. BOX U b EZCY = 21.17 O/E O/E N 12" 12" W SET SEP77C TAN/( AND 01S)7?/9ZJ770N BOX II ry , INSTALL 9/4'TO 1 11-2-AWME B B ON 5 LAYER OF CRUSHED STONE V W AVA-W10,, OW-WED Sr6W ALL 4f LOAMY SAND LOAMY SAND _ 2 W W AROUND OVAA&RORS AND ,0010V 10 YR 6/6 10 YR 6/6 SYSTEM.BREFER rO LAYOOUr OF 42" 42" PROFILESYSTEM FOR MORE DETAILS NOT TO SCALE B077a1/ all" TEST HOLE EZEK = 17.4 C C 3 - RENOYABLE 24"DIA COWRS RENOVABLE 24"01A. 00WR COARSE SAND COARSE SAND 2.5 Y 7/4 2.5 Y 7/4 ,. ",. ,,� TEE O0E711 AT 7aO SET INLET J"KNOOY(GiJ,r MIN. FR61V TANK CODER 120" 120" LI /D LE OUTLET KNO aJr INLET TEE SEr aYl&ET TEE SET 10"M/N. BEZOIY 14"BEZOiY LIQUID LEW7 LIQUID LEW2 p GAS BAFRZ- � ♦I w f. r BASIS FOR DESIGN: 10' - ON ' 5,- 2. 70.r& DA/L Y R00'IS BASED aN .Y BEDROOMS, NO OAR,&AGE D/.SpOSA,I 10' - 6" 5' - 8" 70,rXL 0A&Y FLOAW= 110 aAV1AF,OR0aV X.T MDR06WS = MO aPD B077W AREA PRa00bZ-0 = 921 SF. 1500 GALLON SEPTIC TANK (H-10 LOADING SYDE AREA PROPOSZ�O = 151 S.F. 4" 2 - OUTLETS 70,rAL LEACH/NG AREA PN120WE0 = 472"StF. NOT TO SCALE 1 3/4" APPLICAAW RATE= 0.74 GPO/S:F. � + OUTLET " O 0 INLET DEVaV LEACH/NG C4PA6Y7Y= J49 QW > JU0 ! D N INLET TYPICAL OF 5 N 8" 8' - 3 1/2" 6" 4" 2 - OUTLETS 4 1 2" 24" ® � ® ® O ® ® ® ® 24" ® 34" PLAN VIEW CROSS-SECTION CONSTRUCTION NOTES: 24" ® ® 1. INSrALAXW OF THEPROPOWP ,SEPnC SYSTEM_9VALL SE IN ACCORDANCE OfjW nnE 5 DB-5 DISTRIBUTION BOX (H-20 LOADING AND THE BOARD a-HEALTH REGUA77aKS 8' _ g" NOT TO SCALE 2. THE 612WRACTa? .9VALL 616-7ERM/NE 711FL00AAaV ar THE NA7ER.5ZZR{94EAN0 CROSS—SECTION SYEEYE/N ALL AREAS LESS THAN 10'fRa/ THE PRf.PO.SEO SEPAC SYS•7FM. 8' - 6" J A CaPY OF THE PANS SHALL BE AVAIABLE aV SITE FOR REFERENCE AT ALL AMES" DURING THE,NSrALLA77aV OF THE SEEPAC.S'YSTEM. 1� ° a' SEPTIC SYSTEM DETAILS 4 NO 0VANGES rO TNEDES✓&V SYIALL BEPEJPFa?MED Of1WOIr THEAP PRO YAL a, 607H 5" KNOCKOUT ' FOR #216 PINE RIDGE ROAD FALMOUTH 9VONMWNQ INC. ANO THE BOARD ac-11EAL711 " PREPARED FOR 4 21 DIAMETER COVER • s �E.SAC SYS7EY IS.�B�Cr 7V/N.WECnaV BY FALMa1�E;VaNE�/NQ INC �& OF A,q 3 B A R N S TA B LE HARBOR BUILDERS ANO THE RONRO af-HEAL Th! MICNAEL J. I N 6. THE 6 W7RAC709 -WALL NOTIFY FALMOYJIH ENG,YNEE7i'ING IN0 AND 711E BOARD OF HEAL7iH I 5" KNOCKOUT — 5" KNOCKOUT BORSELLi COTU I T MA o CIVIL TO INSPECT THE"SEPTIC SYSTEM PRtaR TO BA6Y(RLL IN SaME 1,VS5ANG' 29 MARE 771AN 014E " N .35054 0 PLAN DATE: DULY 20, 2016 PLAN SCALE: AS SHOWN INSPEC)7aV MAY eE NEErDED. THE COW7RAC7OR"ALL 0A Y 8A6XRLL 711E PW)76VS OF IWIC a SYS•7FM THAT HA tC BEEN INSPECTED AND APPRObEO SY FALMa(l7N&?VG/NEER/NQ INC AND 7HE BOARD ar HEAL Th CIVIL ENGINEERING t r WETLANDS PERMITTING 7. IF THE OGYV7RAC70R DV6WNTERS ANY VARIAAQVS IN SYTE CaVDIAOVS S7lCH AS DIFFERING 5" KNOCKOUT ° . WASTEWATER DESIGN 7 COASTAL ENGINEERING SOILS; rOP0GRAPHY, METLANOS OR 07ND 6W,01)%WS 7HA7 MAY REIXARE RE-EYAL&AAON OF r „ a ' THE DESYGN, THE aW7RA07OR SHALL IMMED/A7EL Y aW7ACT FALMaITH ENCINEER/NGj INC PLAN VIEW IiTLE 5 PLOT PLANS PIERS AND DOCKS LAND USE PLANNING 1 NEE COMMERCIAL/RESIDENTIAL 500 GALLON LEACHING CHAMBER (H-10 LOADINGS LAND Cao& Cod and Southeast&" Mvssochus&tts NOT TO SCALE 17 ACADEMY LANE, SUITE 200 FALMOUTH, MA — 02540 508.495.1225 PROJECT NUMBER: 16047 CAD FILE NAME: 16047DT DRAWN BY: L.M./D.M.M. SHEET 2 OF 2