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0040 SIMMONS POND CIRCLE - Health
d 40 Simmons Pond Circle Hyannis -.` A= 289= 172' . ° " o 9 C " yd ° d ° y u M1 li E TOWN OF BARNSTABLE / LOCATION �10YIP'".,nOAlY PC' �'` �� SEWAGE#6� 2 D/ 1 VILLAGE S ASSESSOR'S MAP&PARCEL -i INSTALLER'S NAME&PHONE NO. ��Q� oks LWiif��`�OT7 SEPTIC TANK CAPACITY l Slob ° LEACHING FACILITY: (type) k l$°'(P/1C, �l (size) 0 NO.OF BEDROOMS 41.Q�cj'-�b��,��° i1F OWNER PERMIT DATE: ` —,d 3 — 13 COMPLIANCE DATE: Separation Distance Between the: «: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Nix 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 any wetlands exist within 300 feet of leachin facility) Feet G� FURNISHED BY �1 r CP V v L� 9" No. �1 / , ; : f <. ,a Fee I �� THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNS-TABLE, MASSACHUSETTS Zipplitation for ;Disposal *pBtrm Construction permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Locatio Address or Lot No. Owner's Name,Address,and Tel.No. '�e(�{- '�d Ch i S w rnmotSr 'pond �w-�1.e 00.k of G Ladner -�WS , l Assessors Map/Parcel ,(v-7 'A0 ten o S � r 19taller's Na/me,Address,and Tel.No. Sje�-2_9 errs Designer's Name,Address,and Tel.No. "r e.4 (-t t ( S 'oX b d�j,c,. 6-1-.orb 3 Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) 0 LIA Cwr- Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Envir nmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this MHealt Signed Date Application Approved by Date Application Disapproved by Q Date for the following reasons �t Permit No. � _ Date Issued !' o/v 13 ( � � 2 (� , c� G 1 '"k" ur- , t � �x Fee t /� No. ,� THE GOMMONWE,ALTH OF—MASSACHUSETTS. Entered in computer: t 1 , Yes-/` PUBLIC HEALTH DIVISION TOWN�OF BARN'STAB'LE MASSACHUSETTS i RppYication for Misposal st tri Cons Mitt tton Permit ` Application for a Permit to Construct( ) Repair(- ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address,and Tel.No. �� `5 m me rn S -Po�� c,\-�L-2 Ccxy--oL G Lc�ar car Assessor's Map/Parcel t Installers Name Address,and Tel.No. Designers Name Address,and Tel.No. 3-�44-Cft Type of Building: / -f Dwelling No.of Bedrooms /" Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures f ~, Design Flow,(min.required) gpd Design flow provided gpd Plan Date Number of sheets ry. Revision Date x Title Size of Septic Tank Type of S.A.S. .k Description of Soil 6 . Nature of Repairs or Alterations(Answer when applicable) n lr- -, %17 Date last inspected: Agreement: „-- ' The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this a Health. ��'r .,_ Signed - Date Application Approved by Date u- (3 Application Disapproved by Date for the following reasons Permit No. e�O I - `1 % 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 �1 ( 1 0 at �(� ,,�/1 t has been constructed in accordance � with the provisions of Title 5 and the for Disposal System Construction Permit No. d 0l 3 jq�dated L/— `/ Installer Designer #bedrooms /•tom Approved design flow /) gpd The issuance of thfs pe it shall not be construed as a guarantee that the system ill.� 'on�nas/dJesiigg/ned IS �� �fJDate Ins ector /j"(J (`�' ��(�{f , �s p --------------------------------------------------------------------------------------------------------------------------------------- No. Zvi 3 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal 6pstem Construction Permit Permission is hereby granted too Construct( ) Repair( ) Upgrade( ) n Abandon( ) System located at �b y�/Wt/Y✓1� 'f 1 e� l.a,-,2 t f. 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. o Provided:Construction must be completed within three years of the date of this perm Date /-a ( Approved by } L 4- 14 Owe --s' 4-- - -,j .17 dA j. 7- 11 Ld r IM LA Aq ZRJ L I -Titil r I :41 1, L 1 -t �-.-� , ,-j _, 1 ,� _ t _ t_ - l,t i (—/ ��i_{/t _ 1 ( t�:�.' � 'SE-. _�3 -�_}-'�-- 1, _� F 1 7 1.1.4--i I I A I 1.i L I i U A 11 J . 1 T. l A, -17 17; M7 f- -------;" At dt 71'7 f�.Tg "= f ' tea_- _ gisr1E t1 _ 0-2013 11 :41 flAF;MSTAMt E LAND COURT REGISTRY DEED RESTRICTION WHEREAS, Carol E. Ladner, Trustee of the Carol E. Ladner Trust—2009,under trust agreement dated June 19,2009 evidenced by Trustee's Certificate registered as Document# 1197788, is the owner of real property located at 40 Simmons Pond Circle, Hyannisport, MA,(hereinafter referred to as"said lot")by virtue of a deed from Carol E. Ladner registered as Document# 1197789-1 and noted on Certificate of Title Number 197800; and WHEREAS,Carol E. Ladner,Trustee of the Carol E. Ladner Trust—2009 as the owner of said lot has agreed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms,which can be included in any home and/or accessory building built on said lot as a pre-condition to obtaining a disposal works construction permit in compliance with 310 CMR 15.000 State Environmental Code, Title V,Minimum Requirements for the:Subsurface Disposal of Sanitary Sewage; WHEREAS,at the present time there is an existing structure built as a three bedroom house with attached garage located in the lot with one of the original bedrooms currently being used as a home office; and WHEREAS,the owner of the lot wishes to construct on the lot a separate three car detached.garage with a bedroom and bath on the second floor of the garage; and WHEREAS,the Town of Barnstable Board of Health,as a pre-condition to granting a disposal works construction permit to connect the new bath to the existing septic system in compliance with 310.CMR 15.200, State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, and authorizing the issuance of a building permit for the construction of the proposed detached garage on this property, is requiring that an agreement for the restriction on the total number of bedrooms in the existing house and accessory garage to be constructed on the lot be put on record with the Barnstable County Registry of Deeds by registering this document, NOW, THEREFORE, Carol E.Ladner, Trustee of the,Carol E. Ladner Trust —2009 does hereby pla`-te the following.restriction on the above-referenced land in.accordance ' with this agreement with the Town-of Barnstable Board of Health,which restriction shall run with the land and be binding upon all successors in title: 1. 40 Simmons Pond Circle, Hyannisport, MA may have constructed upon the lot a house containing no more than two(2)bedrooms and a separate detached garage with one (1)additional bedroom located on the second floor of said structure for a total of three(3) bedrooms to be serviced by the septic system located on the property. Carol E. Ladner, Trustee of the Carol E. Ladner Trust—2009 agrees that this shall be permanent deed restriction affecting the land located at 40 Simmons Pond Circle, Hyannisport, MA, and being shown as Lot 17 on Land Court Plan 36483-D. Executed as a sealed instrument this N"'` day of January 2013. Owner's Signature—Carol E. Ladner,Trustee of the Carol E. Ladner Trust—2009 COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. January r ,2013 f� On this day of January 2013, before me, the undersigned notary public, personally appeared Carol E. Ladner, Trustee of the Carol E. Ladner Trust -2009, proved to me through satisfactory evidence of identification,which was photographic identification with signature issued by a federal or state governmental agency,g oath or affirmation of a credible witness, personal knowledge of the-undersigned, to be the person whose name is signed on the preceding or attached document,_ and acknowledged to me that she signed it voluntarily. r Notary Public: 1 x �a My Commission Expires: RANCI FS J.LADNER j Notary PubW . COMMONWEAM OF MAYAQI(NEi13 My Cwwd9eiM EWkn ,s,: >t. Jae 24.201a a: BARNS} f* 00 REGISTRY OF DEEDS A TRUE COPY,ATTEST JOHN F.►,AEADE,REGISTER BARNSTABLE REGISTRY OF DEED f e; 12 0 4 m 7771 00 __j 11 r as IIWCV) A. 1.Before final A. FRONT ELEVATION k 1.Before final Drawings and Specifications ere Issued for construction,they shall be submitted to all governing building Q agendas to Insure their compliance with all applicable local and national codes.It code discrepancies in Drawings and/or Specifications appear,the Designer shall be notified of such REFER TO MASSACHUSETTS 8TH EDITION&IRC 2009 dipancies in writing by Builder or building official,and allowscreed to after Drawings and Specifications so as to comply RESIDENTIAL BUILDING CODE with governing codes before construction begins. 2.Upon written receipt of approval from the governing official, approved final Drawings and Specifications shall be submitted REFER TO WFCM 110 MPH to theBuilddiscer by pancieredisDesigner. EXPOSURE B WIND ZONE GUIDE 3.M code discrepancies are discovered during the construction process,Designer shall be notified and allowed ample time to 0 remedy said discrepancies. �U ` - 4.All work performed shall comply with all applicable local,state end national building codes,ordinances and regulations,and Z Z all other authorities having Judsdldlon.Following is a partial W 0 list of applicable codes In force: LU d i� a.Massachusetts State Building Code,Sth edition&IRC 2W9 B.All contractors,subcontractors,suppliers,and fabricators,shell be U) U Q responsible for the content at Drawings and Specifications and for UJ Z the supply and design of appropriate materials and work CC performance. O 2 C.All manufadured articles,materials and equipment shall be applied, W Installed,erected,used,cleaned and conditioned In strict Z accordance with manufacturers recommendations. Q U) D.All alternates are at the option of the Builder and shall be at the Q p Builder's request,constructed In addition to or In lieu of the typical construction,as indicated on Drawings. E.SPB Design LLD Is not responsible for any plan discrepancies. Builder&Homeowner to review plans before start of construction. - A 1 ISO ■■■ _ r _ - � n _ I I ■■■ son ■■■ =5 ion III IIIIII!� !II o [Ell O � ` 0 m r a II co m_S Y �I Mick UJ REAR ELEVATION z00 z oa WZ wiz z co "� A3 i b'p 60�" --------- -- -- - - ---- -- -- --- -- -. �a pD F 2 � FFoo Fp-o m N go 1 3 4 ogzz zit N N o z z z$� S g 4 § G)Z*m D mo�� a zg9 a °�` m m g_> T MV Z �J 2 i m, 41 2-8' kg ---- --------- -•--- ------------' m -------------- m 1B'-01/r I[.iff 124' Mr °_ REVISED: OFRM460-SWAQU rHGW LADNER RESIDENCE ua-1 0° „,AQ„Dr1, OM 40 SIMMONS POND RD. DRAWN sr= SPB wuu B0X= o HYANNIS,MA. DATE t 4 13 EAGrFAUAOUfH,MA , ARG1�T6.CTU2E eY 3P6 SHEARWALL SW1=1/2'COX OR OSB NAILED WITH Sd COMMON NAILS 4.O.C.EDGE NAIUNG/12'O.C.FIELD NAILING.SM PLF(a/FT)1 Sd COMMON NAILS. -----_--- S C HOLD DOWN CAPACITY 5,900 LBS.31%FULL HEIGHT SHEATHING SHEARWALL SW2-1/2'COX OR OSS NAILED WRH Sd COMMON NAILS r 4'O.C.EDGE NAIUNG/12'O.C.FIELD NAILING.590 PLF(3/FT)1 Sd COMMON NAILS. O HOLD DOWN CAPACITY 6,S00 LSS.21%FULL HEIGHT SHEATHING 40-W 0.7 IN S'-11/2' 29.61/4' 2(Y ' b O DECK --------- A .91/2' 3'•10' 4,10' 14'4' r-21/4• /SW2 2898 C23 ' FWG120S11 ' , U SHOWER 'TU ILTY \ WET BAR LL GAME/MEDIA ROOM DN 18R y �� II u co § EXERCISE ROOM I I G5 S Ag E CISE O O Q t 0 y N W WO 6W KNEEW 6'-0'KNEEWALL V-W KNEEWALL o (L 05-) w 0) Q Z g , � Occ Vj W Z �_ ' Z Z .. ......... .---...-•-----•-.---•--. ..__...-•-•............. --..._..... Q0 Ash Q , SECOND FLOOR PLAN sw2 .AS G O O O O 9-4' 9-0 6-4: IV - 1 O'CONCRETE FILLED SONOTUBE 4'-W BELOW GRADE SIMPSON ABE88 W/ 8/8'ANCHOR BOLT @ EACH SONOTUBE ;ID V OQL -------• A 40'-0' •--•------••-------•-•------•--•------•________________________•-•-••-•___----•--_____----••-•-------' -�- --•- • 8°X4'-0°CONCRETE WALL W/20°XIO' ♦ CONT.CONC.FOOTING • ; I I ; i I 1 i Iml i I I FILLED LALL COLD i 1 1 i LALLY COLUMN W/BASE AND CAP PLATE(TYP.) I GARAGE W/2'X2'X1'CONC.PAD -_•-� g m I 1 • Y c0. y co - m • 4'CONCRETE SLAB W/SX8 lb 8'X4'-0'OONCREI€ • 0 W I AXW1.4 W WF OVER 8 MIL WALL W/207(10, MOISTURE BARRIER OVER CONT.CONC.FOQTING ♦ ,., 4'GRAVEL FILL. y� ' s . 0j ANCHOR BOLTS TO BE SAr AT 48'MAX.SPACING. r SOLT EMBEDMENT TO BE T MINIMUM. • WASHERS TO BE 3=%1/4°THICK. ♦ BOLTS TO BE W-1 V FROM END OF PLATES 0 • Lu Z Z • MV-17CONCRETE W 0 .WALL W/20'XIIY GCL i CONT.CONC.FOOTING • (n U) Q 8'UO CONCRETE W Z WALL W/207(10' NOTE:FOUNDATION DROPS AT GARAGE DOOR OPENINGS TO BE VERIFIED IN FEILD BY BUILDER i o U_) CONT.CONC.FOOTPIO C • ...- -- --... ---•- - -- - •--• ------------- -t -....i w Z --_--g=r- --- -- ---- --g=T------IM3- -----gT---- --��9�`-- Z 05 Q p --f------ ••-• --------- ------------•--- ---- - - - ----------------- --- - - -0^..----- -� ........ sf 2 So ill-w FOUNDATION PLAN S 1 (2)1/2'DIAMETER HURRICANE 2X10 P.T. DECK JOISTS @16"O.C. o THRU-BOLTS W/WASHERS. 2., BEAM MUST BEAR FULLY ON B'XB'NOTCH WITH )` A MIN SW P.T.POST. P.T.LEDGER BOARD W! 2.2X10 P.T.BEAM GALVANIZED ALUMINUM FLASHING&8'(2) ERLOK @ 24'O.C. ~ � 0 SIMPSON ABESS W/ 5/B'ANCHOR BOLT @ EACH SONOTUBE DECK SECTION DETAIL SCALE:1/4•-11-W FRAMING NOTES3 I I BLOCK CONNECTIONS SHALL BE PROVIDED AT PANEL EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS 1 IN THE FIRST TWO TRUSS OR JOIST SPACES AND SHALL BE SPACED AT A MAXIMUM 4 FEETON CENTER.NAIUNG 0 - REQUIREMENTS ARE:BLOCgNG TO JOIST-2-Sd FOR O COMMON NAILS&AT EACH END. FOR FURTHER INFORMATION REFER TO PG.7 TABLE 2 OF THE WFCM 110 MPH EXPOSURE B WIND ZONE(GUIIDE). G] FLOOR SHEATHING FASTENING I LL @7 NAILING REQUIREMENTS ARE:S/4,T&G CDX PLYWOOD OR EQUAL azz 1 NAIUNG TO BE Sd FOR COMMON NAILS WITH SPACING AT B'EDGE/I2'FIELD. 5 m l _ FURTHER INFORMATION REFER TO PG.7 TABLE 2 = tl 4X4 P09T D OF THE WFCM 110 MPH EXPOSURE B WIND ZONE(GUIIDE). < Z z LOA BEARING WALLS TO HAVE A MAXIMUM HEIGHT OF 10-W Q NON-LOAD BEARING WALLS TO HAVE A MAXIMUM HEIGHT OF 2(Y4F - - - - - - - - - - - - - - - - -- - - WALL SPACING TO BE 2X4 @ 18'O.C. WALL AT GARAGE DOORS TO 2X8 @ 18'O.C. O EXTERIOR WALLS F b WOOD STUDS:LOAD BEARING WALLS TO HAVE A MAXIMUM HEIGHT OF 81-W NON-WAD BEARING WALLS TO HAVE A MAXIMUM HEIGHT OF OF-W WALL SPACING TO BE 2X4 @ 18.O.C. WALL AT GARAGE DOORS TO 2X8 @ 18'O.C. c STUDS IN GABLE END WALLS:ADJACENT TO CATHEDRAL CEILINGS0 Tr 0 SHALL BE CONTINUOUS FROM THE CEILING DIAPHRAM OR TO THE ROOF DIAPHRAM. DOUBLE TOP PLATE:SPLICE LENGTH-4FT.MINIMUM WITH 14-16d COMMON ' LLJ - NAILS EACH SIDE OF SPLICE. WALL OPENINGS:HEADERS TO BE 2X70 WITH S-FULL HEIGHT STUDS(UNLESS NOTED). ' 8 Z Z EXTERIOR WALL SHEATHING:SHEATHING TYPE TO BE 1/2'NAILED 0 O.C.EDGES/170.C. ;- - - -- IN FIELD.SHEATHING(FULL SHEETS)TO SPAN FROM RIM JOISTS/BOTTOM PLATE TO TOP PLATE. jJ Q a ra ROOF OVERHANGS TO BE 1`0'OR LESS. s W HURRICANE TIES TO BE SIMPSON H2,50. Z RIDGE STRAP CONNECTION TO BE SIMPSON LSTAI B cr O 1/2'CDX PLYWOOD FASTENED WITH Bel COMMON NAILS @ S'EDGE-1 2'FIELD. c cn GABLE END WALL RAKE WA.00KOUT BLOCKS TO BE Sd COMMOM NAILS V J Z @ 4'EDGEW FIELD. Z BLOCWNG TO BE PROVIDED IN FIRST TO RAFTERS/ROOF TRUSSES @ 4'-W O.C.. QQ (Qn Q NOTE:THIS CHEMST SHALL BE MET IN ITS ENTIRETY.IF THE CHECKLIST IS MET IN ITS 91TIFIETY THEN E�uS PER FIGURE STRAPS AND HOLD DOWNS ARE NOT REQUIRED PER THE wFCM 110 MPH GUIDE' 16"TJ 1560 FLOOR JOISTS @ 12"O.C. B.20 GAUGE STRAPS PER FIGURE 11 C.UPLIFT STRAPS PER FIGURE 14 D.ALL STRAPS PER FIGURE 17 _ - E CORNER STUD HOLD DOWNS PER FIGURES 18A AND 188 SEE 110 MPH DETAIL FLOOR FRAMING PLAN ►S 2 •--------------------------------------------- ----------------------------------------------- ---------------- •---------------------------- ---------------------------------------------• - '� --- --- --- � ' z-zXto . . II tI ' m 2)(12 HEADER 2 2X70 OT 2X12 RIDGE OY 2-2X10 -1 m - - - F- - - - 2X12 HEADER m " Z w G) L --- --- --- m o V � 29C70 Z � J 2-2X10 n (3)11 7/Ir LVL HEADER M D: K2X12 HEADER II It w g� '- m zo(10 2X10 CLG.JOISTS @ 16"O.C. 2X8 RAFTERS @ 16"O.C. LADNER RESIDENCE ` 0 W 40 SIMMONS POND RD. rmAwrr ay, SPB 1��B13 0 HYANNIS,MA. DAIS 1-0 13 EAU FALMOUTKVA 0=8 ARCiM -nn[ by Ipb an plan ow C] a u 202 RIDGE 0 ' 12 2X/0 RAFTERS 4 1/7 COX ROOF SHEATHING ---------------------------------------- HURRICANE TIES H2.6A 2X4 TIES @ 16'O.C. 2X10 GEEING JOISTS 1X3 STRAPPING W11I7 GYP6UM DORMER m UTILITY EXERCISE ROOM BEYOND F N HURRICANE TIES H2.6A 3/4'T@O FLOOR SHEATHING q _ 16'TJI FLOOR JOISTS (3)11 718-LVL BEAM CONT. R�0 2X8 WALL(DBIE.TOP PLATE) � in@ 16'O.C.W/1/7 ZIP WALL Q, EXT.SHEATHING APPLIED VERTICALLY. II CO 4'O.C.EDGES a N 170.C.IN FIELD m GARAGE SHEATHHIiNG TO APPUED VERTICALLY Q Q Eo 4'CONCRETE SLAB In - 4 6 SECTION A z00 z oa WZ -c wg z z C#) zz S4 "-43l4' ------------------------ m a a_ x 6 9!4' y B-01 3/4_ £ 8 p? 42 4 D n9 °c �° D^^ 3 p m m z m a 0 0 n ( m n 0 ° O z ao � N a O ° m 0 o m O O m S z Z ° J S C m m a a m m m x N REv18ED: OMW HGWLADNER RESIDENCE SCALE: 1/4°=1'0° � 0 40 SIMMONS POND RD. DRAwN eY: SPe W'M 0 HYANNIS,MA. ="A",8llg, o &QuaT�ci�by SP6 DATE: 1-4-13 "�g00 o c WATER&ICE BARRIER WATERPROOFING MEMBRANE UP 36"FROM EAVE LINE 2X RAFTER R3B QQQ 1%BLOCKING HURRICANE TIES CONT.ALUMIN. E DRIP EDGE $ 1X8 FASCIA W/ 1/2'GYP• a 3� 8 6'X4'ALUMI qg� z GUTTER IX3 STRAPPING " 5LL 3 PLY 11 7/6'CONT.HEADER @ 1B•O.C. �; 333 2X6 TOP PLATE 2X6 TOP PLATE SS 1X2 BLOCKING FASTEN SHEATHING TO HEADER WITH - • Bd COMMON NAILS IN 3'GRID PATTERN 1XS SOFFIT W/Y Q AS SHOWN AND 3.O.C.IN ALL FRAMING CONT.BEADED VENT eWD (TYP) 16d NAILS IN 2 ROWS 3'O.C. 1,000 LB.HEADER-TO-JACK STUD MID-WALL STRAP ON BOTH SIDES OF OPENING IF APPLICABLE (TYP).QNSTALL ON BACKSIDE A8 SHOWN = Y d ON SIDE ELEVATION REF.NO.L6T_ ' 2X6 sTUD3 II 0 ch MIN.9 KING STUDS V, MIN.1/2'EXTERIOR SHEATHING r } z APPLIED VERTICALLY.IF PANEL m SPLICE OCC N24.OFMID-HEIGHT TYPICAL EAVE a WITHBLOCKI H BLOCKING. Q " SCALE 1/2"=1' 2.2XS P.T BOTTOM PLATES 2.2XS P.T BOTTOM PLATES SEE FOUNDATION PLAN FOR DETAILS AND ANCHOR SOLT SPACING U zz En oa Y OUTSIDE ELEVATION SIDE ELEVATION w z wiz z co 110 MPH GARAGE DOOR DETAIL g _ SCALE:1/4"=V-0" [ S6 ' r t 99 gig .! 4 w it R�ffl g Ig R r ze y M e a jag yS0 y I t a fitL ~C p P"F �f�4 �F• o a. : il: chy�FA . . . 9'?gt$W�� wI� � I«k I I I I I« I I4K I«« I I if a $N �. cif a8gga ; . g� 4 r; ; E �•im 11"g g Fczy . g Ry ^��'' : �� ��M ^i(NpS'�•� $� :y: o 'm: :-y: :�j[pC�),;: {o{o {olo �f M P. Er t� �� !S� � �..��$ S �t P�'I�Ol � vI P•Flm� I "tHHI --�I IN �$� IWK ftK I« <I «<Kk� I Kkf k'& I«1Q!,I<q I I<, y HGW LADNER RESIDENCE �E= 1/4'=1'-W REvi6ED, °' MW 40 SIMMONS POND RD. DRAWN eY: SPe mmmu Po WX 3w o HYANNIS,MA. E45T FALkIDMMk 02M ARCLTCRl2Lby3PB DATE: 14-13 ^g AsBuilt Page 1 of 1 L0eATION SEWAGE PERMIT NO. 1,7 VILLAGE INS 6 LLER'S NAME i ADDRESS /1 �r tr C 'c•'.GrsT � IlUIL99DER OR OWNER � - 1 DATE PERMIT ISSUED h; ��✓— <� DAT E COMPLIANCE ISSUED Es 3+� f I 1 1 . 30 i 1 7 I http://issgl2/intranet/propdata/prebuilt.aspx?mappar=289172&seq=1 4/30/2014 ® Carol&Brian Ladner Carol & Brian Ladner 40 Simmons Pond Cir 40 Simmons Pond Cir Hyannis,Ma 02601 Hyannis, MA 02601 Sept. 10,2007 508-778-4910 Kitchen Project Carpentry: We will remove and dispose of existing kitchen cabinets and counter tops. We will remove existing garag'Aoor, move and frame new opening for a 3'0" x 6' 0"door. We will supply and install new fire coded door. We will construct a new landing and stairs in garage. Cabinets: We will supply and install Corsi Custom Home beaded inset, Fashion# 15 Elite cabinets. Cabinet construction will be furniture grade maple with plywood carcasses and maple-dovetailed drawers. The (3)base corner cabinets will include lazy susans and the (3)B18BRS cabinets will have (2) j rollout trays each. Molding build-up will consist of 5 %4"Fascia and 3 1/4" Large Crown to finish to ceiling. Panels for 36"refrigerator and 24" E dishwasher doors not priced until specific models are chosen. Hardware and M � glass are not priced in this contract. Counter Tops: k r a h i f 1 � R , � We will supply and install custom granite counter top in St. Cecilia with Ogee ` k L4 4 edge treatment: s' ^ 7 t HEAT: We will remove existing baseboard in dining room, isolate heat loop with isolating ball valves, replace fast feed valve,backflow preventer and 92) auto vents. 651 MAIN STREET RotrrE 2s' We will supply and install approximately 19" of slant fin#15 baseboard WEST YARNIOUTH,AAAradiation in white. 02673 We will supply and install (1) small toe kick heater under kitchen cabinet. TEL.:508-77r-5650 We will purge system when complete. FAx:5o8-771-5652 www.e6inslow.com i w ® ® PLUMBING: G We will supply and install Kohler K- 14577-T2 Tidings with Game Birds sink and K-691 BIVVinnata pull-down spray kitchen faucet in Brushed Bronze. Lk We will supply and install a shutoff and water line to refrigerator icemaker. We will install owner supplied 24" dishwasher. We will increase 1st few feet of gas main from meter into building. We will install gas line to owner supplied gas range. Please note: Model has not been selected yet,venting not included at this time. Electric: We will remove existing counter height receptacle outlets. We will supply and install plugmold under-the upper cabinets for counter receptacles, in both kitchen and dining room,protected by a GFCI breaker. We will supply and install Seagull Ambience under-cabinet lighting, in both kitchen and dining room, controlled by dimmer switches. We will add one recessed light in kitchen area and replace (5) existing recessed lights trim to match new. We will su 1 and install puck lights in each of the upper cabinets in dining s PP Y p g pp g room, (8)total. x�ti f� � r We will relocate owner-supplied dining room light to center of table. We install a TV outlet and receptacle in dining room TV cabinet. r We will supply and install a 240-volt 40-amp 10-circuit sub-panel located to the left of existing house panel. 651 N1ATiv SrEtz We will relocate existing low voltage keypad and motion detector within Ra�rrE 2s kitchen. WEST YARMOUTH,MA Tile: 02673 ® ® ® We will supply and install Caribe Desert Cream Imperial 4X4 natural TFL.:508-771-563o Travertine field tile on back splash area in kitchen and dining room . FAX:508-771-5652 www.efwi nslow.com' ® ® We will supply and install (3)the murals: 1) Still life with Lemons in sideboard in dining room. 2) Still life with Fruit Basket in other sideboard. 3) Still life with Fine Meal above range. Paint: 4 Kitchen Ceiling: We will supply and install (1) coat of finished color to ceiling. Kitchen and hall trim: Prep;prime, sand and apply (2) coats of.finish. Kitchen walls: Patch, sand and apply (2) coats of base finish and(1) coat of faux finish. Floor finishing: We will sand and apply (3) coats of Satin Urethane floor finish to kitchen, dining room and hallway wood floors. Permits: We will fiunish any necessary permits and inspection required by Jaw. Includes: Mass Sales Tax. s TOTAL $96,936.00 . 30/o Down Payment 29,081.00 30%Payment upon commencing tear out 29,081.00 GVl 30% Payment upon commencing cabinet install 29,081.00 Mo ONME�� � r ; � MS 10% Final due upon substantial completion 9,693.00 r - Prepared By: Date C as nc ey 1 3 s Accepted By Date Brian Ildner 651 MAIN STREET' ` ROUTF 2s WEST YARMOUTH,MA 02073 TEL.:5o8-771-563o FAX: 5o8-771-5652 www.efwinslow.com I ,. •r_{: -. .' .�;-• r;t�•.�.41. , •' '^.'. •? "T '•�+• -�i�•t: -'ice::.•;,+ '_ •�i�":. — ��-.� - • N r LAI ' �/� 'anr•naaouc�l?�i• r �••��a:ku�c�ucae� - e BOARD OF BUILDIN REGULATIONS S License: CONSTRUCTION SUPERVISOR Number. CS O49405 Expires: 09/1012008 fir, no: 1607.0 Restricted: 00 PAVED C ANDERSON 34 WINCHESTER DR SO DENNIS, NIA 02664 CommissIoner 3) m ' F, 20 FT. M/N. NOTE /F E/TNER THE SEP.T/C 7'A V A< OR Lz qcm//YG P/T ARE MORE TNAV. A?W od FLOJPV /O PT /W/�1/ GRAOF�Al ?Q'O/�'1 M ETER CONCR.6TAF COMER SHA LL S.E BROU4NT TO 44TAOE.�AJV ,CA rMA 1 CONCReTe ' q'PVC' P/Pz NeAVY CAST/NON• COV4 S//ALL BE USEO j COMERS M/N. R/TCN /F/A/ rDR/VEJVA y C-L 10 PEP FT. ' P� MiN. CD/VCR�T.E A i AOE CO✓ER CLEAN -TANO 49ACXF'/LL I • �a• i UQtIiO LEVEL - • ' DM. : -. _ . .' •'. Z LAYER SCNEd • . . a Nl/JY.:PITGN GAG. . • � • • • • • •• • ► •,a WASHE ,D MMC DUST. . . . • . • • • . � SEPT/C TA/VEC BOX • i i • .• • •• 's ..•• • .S1 • • •• OtEp7-i►• •• • ► •. FOAMED .STONE 4-70 Z• PRECAST SEf49QGE /NY�'RT !R¢EYAT/aIA/S P/r .c-4�/� cr Ty $¢� G AL�D69 Y • ►�. •. • •. • • • • • • • /NMMT•AT 01//L.D/N6. �!9.5.FT. INLET' .9i'E7pFJiC', T�FNK 99.3 F1r /o FT. ph4M... (.(SEE 7AdLIL.ATJGW) Ot/TGE►T SEPT/C rAA H 9 • /F7., //VLFT_ D/STR/O W40JV BOX 9�9_�r SECT/ON OF. GROt/ND 11�TER TAQ►LE Oaj;,ET p)3fwe& .0N BOJr g8,7 :j /A/C&T.LEACHUAW. PUT 9� .SE)�VAl3E D/SJ �A L SYSTE/'►? WAX"Irmw L6rACHU/VG PIT o,ME s�ory A SCALE': 4 . /=O'� III Sl6/V' CR/TE![IR 01MAWS1414 - �•—�T• NIJ1/SER OF BtEDROQMS 3 G�+RQitG.EO/SPlOSr1L UNIT. /BONE SOUL LOG SOUL TE✓T TOTAL .Er9T// s47'eD FLOw-330 B.44.1DAV SOUL TEST SOIL MrSTO2 ` MVMSM W;"ACMl" P/7S EzAlrk /Do,4 ELFJ DATE OF 80/L TEST S/bR AASACNINC►PER P/T / Ag PT• / f) - RESULTS IVJTNRSSL60 �� NrF✓�+c'�'�/ 00TTOM AA4C'NIA'r PER Mr. .44• pT. q pt u n�_rJ S AawcGLAT/ON AtATR*I M/AEI/NGJ'il I TOTAL L�CN/NG •AREA to AFT. A. Sv/3 Sa L PEM ,gT/ p� ON RATB�2 �T7'`}"�M/N�INCIFJ ABSERVAUE AC'NIN6 AREA 6 SQ. FT. 0 O G.� p �S/M M©NS �OiYD G/AZ. }�~.-- •-:�?,r� �•(N OF�d�s ,sA n/D G T l/7 A /� V f At j E�cEc; w c Nr - No.10 1 O Q 7JAV MAIN ��rkl4r' arw �a �rsT E B, JA r*0 51J,••� ,� � r� r �fTR' �FSS/ONAL��6 /Ifi �[j��/ Ji4IiiL`JE / %✓/GIa`rJGJ9,5 ry s 26 /3 0 fl C) 41 �ao°7Lb � q;l n1S �. . ` nT 4, o — DI. [� ►� Z ` 1 Ln N � .� �,$ 9 J�• 14, b P 2 �0. T / 7 Sb6c �O /'/ter• . >1 .� /0U (2 S %.. 0 7 OF o R ORSE Fo AGIV 5 ,' t FFSSIO.NAL �i` LEGEND' -EXISTING SPOT ELEVATION Ox0 �` � CERTIFIED PLOT PLAN EXISTING CONTOUR--- 0 - ' � ROBERT Or 40 T / 7 S/MM(7/✓S /�n.✓i3 c FINISHED SPOT ELEVATION' 0.0 �rzuc z= FINISHED CONTOUR 0 .�J Y Jib ELDRELG IN � A:PPROVED BOARD OF HEALTH �. s .9A9 Ill sS'JAS124NASS* ;DATE AGENT SCALE, 1"='`a ' DATE j // 16 /,?5?- LDREDGE ENGINEERING CO. IN CLIENT I CERTIFY THAT THE PROPOSED . EGfSTERE REGISTERED JOB.:NO 8goz3 BUILDING SHOWN ON THIS PLAN CIVIL LAND CONFORMS TO THE ZONING LAWS DR. '¢, A. - ENGINEER SURVEYOR - --- OF ' BARNSTA®LE , MASS. BY 71 712 MAIN STREET. . CH = ,�,/3,E' /� "g � / ` - --- H YA N N I S, MASS. SHEET OF ATE REG. LAND SURVEYOR assor's office(1st Floor): SEPTIC SYSTEM ssessor's map and lot number a 1 L144.� �NST/qUM IN COMPU 1 T"E to y o Board of Health(3rd floor): �' �/ WIN TITLES d Sewage Permit number ENVIROWNWAL COE) • 97'SDLL Engineering Department(3rd floor): W ,`6 �JS TOWN REGULAMON +ao�163 House number L� Definitive Plan Approved by Planning Board 19 C MAI APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO TYPE OF CONSTRUCTION l. 19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a p it according to the following information: If Location Lov' a Proposed Use Stal lY) m I/10 Fire District . ( .0 1 X IN Zoning District Name of Owner K.43r-1/gAl, �� /�U �r Address Lq YYl �y l� �� fl(� ( �l Cc Name of Builder l't 4"Z 1 e ff I --_N Address ���7 �. � f(( rl )l VS m . Name of Architect I1O n e Address Number of Rooms Foundation Exterior. Roofing Floors Interior Heating Plumbing S� Approximate Cost' � Fireplace PP 1 �C>U- Area 'y Diagram of Lot and Building with Dimensions Fee .I I 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 ) i Construction Supervisor's License 2� `� C C a r r v co 3 D O = A _ f C � C N N « , N v v v N N �+ n E � z 3c �r a 4 - - Q � � �� u�. � _ _, � � � � � � � � � a __�.._ . �� No... ... Fu$..... to THE COMMONWEALTH OF MASSACHUSETTS c .. BOARD OF HEALTH . OF....... ............� ............ Appliration for Disposal Works Tonstrnrtiun Permit Application is hereby made or a Permit to CorLstruct ( or Repair ( ) an Individual Sewage Disposal Syst at: - -- ...�. ....:.... :............... ................ ..._ �� o atio 77 caner Address Installer Address Type of Building g Size Lot.....__ldn�.....Sq. feet V `�--5 .Ex Expansion Attic Garbage Grinder ,-, Dwelling—No. of Bedrooms P ( ) g ( ) aOther—Type of Building ............................ No. of persons.,........................... Showers ( ) — Cafeteria ( ) aOther fixtures ----------------------------------------------------------------------------------------------------------- .� W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity./ gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No. --_-•---•-----._ --- Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area...................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) •�` '�' Percolation Test Results Performed by..................-�Q�_r� ; _.....__................_ Date..... �_.._ .. ........ Test Pit No. 1.,.�... ----. inutes per inch Depth of Test Pit.................... Depth to ground water.... Test Pit No. 2i0_. .-.minutes per inch Depth of Test Pit____________________ Depth to ground water........................ .......................................................... L O Description of Soil................................................................. ��.... r-'-`---------. �--- ......-------•-•----------•----------- x V .....-•---•---••---•••••---•--•------•••------•-----.....••--•-•---•---------•--....•-----......-•••-------••----------------•••--•--••-•----•----•-•-....•-•-----....-----•----------.....-----------•-- U Nature of Repairs or Alterations—Answer when applicable............................................................................................... ------------------------------------------------•-----------------•-----------------.....---........------....------------------------------------------------------------------------...-------•.--•-•- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLi:, 5 of the State Sanitary Code—The undersigned further agrees not to place the system in �a ' until a er ' sate mpliance has been issue by the board of h h. Signed_._.... --_------------- _..:_... -------- .:..... `.. ... � 1'4&JJ � �.� p Data `APP ica'Iion Approved B"y---------- . ............0... --------------------------------- --•-----`...... Da.te-- -— Date Application Disapproved for th following reasons-------------------------------------------------------•----------------------------------•-•---•----.....-•---- ...................•----•------•--------.............:_._.......:._..........-•--••......---••--•--•...-••-•-----........-•••--•------•---•••••---------------•••------•-•-------••--•-•-•-•-....---... Date Permit No.----- ...............7------------------•---.----- Issued.................... ................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ........... ...............................OF.....-....................._-.-........ ApplirFa#uau far Ui ipm al Workii Tonstrurtiou thrutit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at:. , Location-A dress or t No. Own r Address Installer Address A Type of Building Size Lot-----l��c3_42...Sq. feet Dwelling—No. of Bedrooms.........................................___Expansion Attic ( ) Garbage Grinder ( ) Other—T e of Building _______________ No. of persons............................ Showers a YP g ----•---------------------------•---•-----P ( )--- Cafeteria.(_.._) Otherfixtures ---------••-•----- ------------=-----------------------•-••-----•--•-•••----••-•---- W Design Flow................................ gallons per person per day. Total daily flow.___._._..__.______, ......_.__gallons. Septic Tank—Liquid'capacity__( ._gallons Length................ Width................ Diameter................ Depth____________.__- W Disposal Trench—No_____________________ Width.................... Total Length.................... Total,leaching area---_................sq. ft. 3 Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank Percolation Test Results Performed by______________ .......................... Date_____ --- Test Pit No. I_ ._ minutes per inch Depth of Test Pit____________________ Depth to ground wa r--- Test Pit No. 2 � �'Vminutes per inch Depth of Test Pit____________________ Depth to ground water._.___._-'d.Yl ' R4 ---------------------------------•-•----••-•--•-•••••••----.._.....•---•-............_....-------•-------•--•-------------•--••••••--•-•--•-•••----•-- 0 Description of Soil------------------------------------------------------------------ Wx ----------------------------------••-----------......-------------------------•--•---------- -------------------------------------------------------------------------------------------------------------------A. : : -:: ::::::_:::::::::::::: U Nature of Repairs or Alterations—Answer when applicable............................................................................................... ......................................................................................................................................................................................................... Agreement The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Sanitary Code—The undersigned further agrees not to place the system in oP erati n P ,until a Cer :ate m liance,,,has been issued by the board of health. Signed --......................----•- -- ......... --•----•- /Dat Ap itiol!i"A proved B ----------•-------------------- Date Application Disapproved for th ollowing reasons:--------------------------------------------------------------------------------------------------••--••-_..._ ... ........................•.•---------------------..--..-------------....-•-------....-----._-,...---------------------------------...--------------------------------------------...--•--- �,' Date Permit No. Issued""....................................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .........................................OF.......... ................._............................................ Tatif raIr ]at Tl urpliFaatrr THIS IS TO CERTIFY, That the Individual Sewa e Dis osaI System constructed ( ) or Repaired by----------------------------------- r—/ Z .,vCL✓ stauer at..............................................l t� ..• . --- -�1 �� � / C i has been installed in accordance with th rovisions of TITLE 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No......................................... dated................................................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL-,FUNCTION SATISFACTORY. DATE................. �..�.._.. -----._...-----...------..._. Inspector............... -- -- ------ .....! /�.. -••-------- v THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........................................OF..................................................................................... No..:...................... FEE........................ Disposaal Iforb �1111,15 atr#i.aat rrmit Permission is herebygranted...................................... l v�� G ......(.{% ..... g to Construct ( ) orkRepair ( ) an Individual Sewage Disposal System atNo..................................................................................................... Street as shown on the application for Disposal Works Construction Permit No..................... Dated.......................................... --------------------------------- ••-------------------------------------------------- ___........... _ DATE. � Board of Health .. ................................................ FORM 1255 A. M. SULKIN, INC., BOSTON x-� 263 --------------------------------------------------------------------------------------------------------------- e i GARAG E N M , x Present door location 322 z' 9" 65 2' 118 2' 41=' 88" F, W1848L W3615B' W'I848R W24306. 1230 WC243 2 J. customhood a....._ G1 19 BRS18L oak ______ F7w� 5 J m r M Ceiling hgt. 90 1/211 VON (D CD w Carol Ladner CO z �00�� �Oo4 f40 Simmons Pond Cir o N o Hyannis, MA 02601_ S08-778-4910Ui F ~ < ____ _______ ___ ______ _________ ________ __ _______ W.___. W O w MWETR ;SUB36-Wl DW,i RS SB W3031230R 1OR n 08W'88R W36IW'848L 2 W - 163" 37;'- 122" et 322 z.. - All dimensions _size designations given arir 01 )FM� This is an original design and must not be Designed: 10/31/2007 subject to verification on job site and ;T' r Ec H N o bG,e s released or copied unless applicable fee has Printed: 10/31/2007 adjustment to fit job conditions. ` been paid or job order placed. ch ladner kitchen existing door _garage '` All Drawing #: 1 ' f 9 A ra 263" i -------------------------------------------------------------------------------------------------------------- I GARAGE N j � s New Door ocationJ 322 z.. e ,(9"�65 i" 83 2.. 41 21" 123" °< My, u �r W1848L W38158 W1848R W2430B W2430B W3015B- 1236 WC243 2 e" ~ e Of e- — W BRS18L o ----- h a -- _ U, __ - ------------------------------------------------------------------------------------------- co g N . T: N> 6 .1 Carol Ladner � ! m 40 Simmons Pond Cir 100�� 1 a N Hyannis, MA 02601 N o 508-778-4910 H.: m N W r O E W �^ WETR " M SU6382D1DW� R3 M > W1848R W36158 W1848L 1230R W30308 _ 1230•- W 163" 37;" 122" 322;" 4 All dimensions _size designations given are20 k. This is an original design and must not be Designed: 10/31/2007 subject to verification on yob site and yG;` `k E s released or copied unless applicable fee has Printed: 10/31/2007 adjustment to fit job conditions. been paid or job order placed. ch ladner kitchen hood _garage All Drawing #: 1 y- - 0 0 CDD - - - - - - - - - - - - - - o O r CD o � ; 0 S � � U o � o Q — U � E CN 00 O � � � X X U � N O 14 oA OF DRAINAGE AREA NO MORE THAN 109-60# 1/4 AC PER 100 FEET OF I HAEL STRAW BALE DIKE FOR SLOPES EA WOOD OR METAL FENCE 'LESS THAN 25% Fm IVI 24 POSTS SPACED 8' O.C. 2 RE-BARS, STEEL PICKETS 3" VENT 3" VENT,--,, 4, 5 6 (MIN) OR. 2"x2" STAKES V-15"..TO APPROVED FILTER FABRIC OUTLET 2' IN ,GROUND, DRIVE STAKES AREA 017----:!5� FLUSH WITH BALES INLET PROTECTED _7�� ANGLE FIRST.STAKE TOWARD 2" MIN. __!S�__DISTURBANCE I I I : AREA 10 1490 FLOW 2'-0" MIN. PREVIOUSLY LAID BALE LIQUID LEVEL SILT FLOW, -LO" 4' LIQUID DEPTH fGAS BAFFLE PROFESSIONAL ENGINEER 6 BOUND BALES PLACED ON CONTOUR DATE U*) \-EXISTING NOTE: CONSTRUCTION ON THIS PROJECT IS DIG 6" WIDE AND 6" � 2'-0" UNDISTURBED NOTE: SUBJECT TO ANY EASEMENTS, 6".DEEP..TRENCH, . , I GROUND DIMENSIONS VARY ACCORDING TO RIGHTS-OF-WAY, RESTRICTIONS, ..BURY BOTTOM V MANUFACTURER-FOR OUTLET TEE 3- TYP. RESERVATIONS OR OTHER LIMITATIONS WHICH v-----------j__ OF FILTER FABRIC,. NOTES: L MAY BE REVEALED BY AN EXAMINATION OF DIMENSIONS SEE CHART BELOW. TAMP IN PLACE 15.86 TH TITLE. 1. BALES SHALL BE PLACED AT THE TOP OF A SLOPE OR ON NOTES: THE CONTOUR AND IN A ROW WITH ENDS TIGHTLY ABUTTING THE ELEV. 'ADJACENT BALES. "1 500 1. PLACE SILT FENCE AT LOCATIONS AS 2. EACH BALE SHALL BE PLACED SO THE BINDINGS ARE SHOWN ON THE GRADINO AND DRAINAGE HORIZONTAL. PRE-UAt� I CONCRETE SEPTIC TANK PR. EROSION CONTRoL/L PLAN. IMIT OF1 DISTURBANCE 2. SILT FENCE SHALL BE INSTALLED SO 3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER (SEE CONSTRUCTION NOTE 1) 5.00 Ul 4P WATER CANNOT BYPASS THE FENCE i TWO STAKES.OR RE-BARS DRIVEN THROUGH THE BALE. THE S FIRST STAKE IN EACH BALE SHALL BE DRIVEN TOWARD THE OBSERVE/ 0� AROUND THE SIDE 4- PREVIOUSLY LAID BALE AT AN ANGLE TO FORCE THIE BALES 1. INLET & OUTLET TEES SHALLIEXTEND TO CLEANOUT DIG SAFE NOTE- 3. INSPECTION SHALL BE FREQUENT AND ESTIMATED G.W. TOGETHER. STAKES SHALL BE DRIVEN FLUSH WITH THE BALE. UTIUTIES ARE PLOTTED FROM FIELD LOCATION AND ANY RECORD 0 REPAIR OR REPLACEMENT SHALL BE MADE MANHOLES & �HALL, BE cbNSTRUCTED OF SCHEDULE 40 INFORMATION AVAILABLE, AND SHOULD BE CONSIDERED 0)\ - &/, I 4. INSPECTION SHALL BE FREQUENT AND'REPAIR OR _7 AS PROMPTLY AS POSS8LE. PVC OR CASTIN PLACE CONCRETE & PROPERLY SUPPORTED. APPROXIMATE. OTHER UTILITIES MAY EXIST.MICH ARE NOT �,lllv REPLACEMENT SHALL BE PROMPT AND AS NEEDED. EMDENT OR FOR WHICH RECORD INFORMATION WAS NOT 4. SILT FENCE SHALL �EMAIN IN PLACE ND BAFFLES ARE UNACCEPTA8LE. 5. BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR AVAILABLE- CONTRACTORS (IN ACCORDANCE WITH MASS.G.L. Ni FOR THE DURATION OF ME PROJECT N : 2. BQUYANCY CALCULATIONS REQUIRED FOR SEPTIC TANKS CHAPTER 82 SECTION 40 AS AMENDED) MUST CONTACT ALL Nb UNLESS OTHERWISE INS"RUCTED BY THE USEFULNESS SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR U71UTY COMPANIES BEFORE EXCAVATING AND DRILLING. ALSO. CONSERVATION,COMMIS§ON. DRAINAGE. INSTALLED IN (ROUNDWAT�R. CALL -DIG-SAFE- AT 1(888)344-7233 11(888)DIG-SAFEI. EXISTING LINES OTHER THAN THOSE INDICATED ON THESE SILT FENCE �ARRIER STRAW BALE DIKE DETAI DRAWINGS MAY BE ON THE SITE. THE CONTRACTOR IS WARNED TO PROCEED WITH CAUTION WITH ALL WORK. ESPECIALLY N.T.S.� N.T.S. INVESTIGATIONS AS TO POSSIBLE UNMARKED UTILITY LINES. EXCAVATION WORK, AND TO MAKE ALL POSSIBLE 'S"T PR. GAL IN V. IN 20.36 NOTES INV. oU EPOSION CONTROL DEVICE OPTIONS T 0.11 %*11 1 RECHAR(GE REA 2 N.T.S. to 1) SEE LAND COURT PLAN 36483D RECORDED AT THE FOR kOF RAINS BARNSTABLE COUNTY REGISTRY OF DEEDS. 2 Q ICK 4 MBERS CLEANOU MANHOLES PR. 5-OUTLET D-aOX 2) SEE DEED CERTIFICATE NUMBER 197800 RECORDED AT 40.Ot --INV. 20 08 THE LAND COURT OFFICE BARNSTABLE COUNTY REGISTRY T 19.91 OF DEEDS INV. PROPOSED -ICAR kcrT 17 .1 b 00 SEE TOWN OF BARNSTABLE VILLAGE OF HYANNIS 0 q. ft. GAR;AGE AREA=43,565± S ASSESSORS MAP 289 LOT 172. V W/EXERCISE�ED)A/ 1.00 acres 1 20" DIA. GAME Roo j M MANHOLE 4) THIS PLAN REFERS TO NAD 83 HORIZONTAL (TYPICAL) COORDINATE SYSTEM. SLAB NV.=2. 0.50 .4) THIS IPLAN REFERS TO NVGD 88 VERTICAL DATUM. 4" PVC I ANK 'TO. CONFORM" WITH ASTM STANDARD C1227-93 5) ZONING CLASSIFICATION: LIQUID DEPTH DEPTH OF OUTLET INSEPTIC TANK TEE BELOW FLOW LINE POOL 14--INCHES] , 0 5 FEET I' ' 19 INCHES PR. RIP RAP EX. LEACHIN 241NCHES PIT LEGEND �7 INV. 19.77 FEET 29 INCHES 8 FEET, 2w EXISTING CONTOUR 41 34 INCHES C�� PROPOSED CONTOUR TREELINE NC. ATIO B. BRICK EX. D E S.T. PROPOSED HAYBALES 2- LK 2' 5, 4' o OUTLET D.B. z OX SF1 4:1AE-CAST CONCRETE DISTRIBUTION BOX BE,�1, ------ 161WATER EAD b")LKH COVER E12" MIN. INSIDE EX 2 0 Y I - I 61MENSION) .#4 T R 8 6- 'MIN 7UQUID: W.F. HOUSE ct LEVEL MIN. ;rj v 2 /BIT. 0NC.. DRIVEVAY : IV% ROOF LEADER OVERFLOW PIPE SPLASH BLOCK C PREPARED FOR: A DENNY O'CONNOR 12UN INLET Pi PE ---- OWNER: BRIAN LADNER L 0 T R 9 APPLICANT: .50 PVC BELL W/CONCRETE - QUICK 4 STANDARD INFILTRATOR ANCHOR GROUND WATER AND/OR GARAGE/EXERCISE/MEDIA/GAME ROOM REFUSAL EL. 5.00 40 SIMMONS POND CIRCLE SIMMONS BOARD OF HEALTH PLOT pi ROOF LEAD ERZINFILTRATOR CONNECTION. PLAN OF LAND N.T.S. IN CIRCLE HYANNIS MA SCALE. 20 FEET TO AN INCH DATE. MARCH 2Z 2013 ANW BUFFERS, RELOC T BUILDING 842061 ADE b/9 116 1 ADD WL I LANU�S ANLJ bUII-tH!S, KLLUCA I L IIJU Guerriere & Halnon, Inc. Engineering & Land Surveying 333 WEST STREET, MILFORD, MASS., 01757 (508) 473-6630 FAX: (508) 473-8243 www.guerriereandhalnon.com J 0 10 20 FEET 40 60 wj 0 2.5 5 METERS 10 15 JMN 43" VENI (MIN OUT q. 10. IG 9293