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HomeMy WebLinkAbout0157 SACHEM DRIVE - Health 157 Sachem Drive Centerville A=209-023 EA/[ SMEAff I EC--- Na 53LOR UPC 12543 smoad»horn ! Mader W USA TOWN OF BARNSTABLE ®® LOCATION ! /t�� �a(. SEWAGE# VILLAGE ASSESSOR'S)MAP&PARCEL a INSTALLERS NAME&PHONE NO. >�� tS COMA SEPTIC TANK CAPACITY LEACHING FACILITY:(type) (size) /f NO.OF BEDROOMS OWNER eL r1 bB'� PERMIT DATE: Q COMPLIANCE DATE: .j Jr ail 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 any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY r No. F'>�Zq r _ THE COMMONWEALTH OF MASSACHUSETTS FEE /160 BOARD OF HEALTH ►mow-� Ow of �36gm<5N6 LE APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct Qy Repair ( ) Upgrade ( ) Abandon ( ) - KComplete System ❑Individual Components /� Sf1Cf�M ,'D,ejvA�-- N1M4�T MAWS Location Owner's Name �q /�3 3 Powo L Map/Parcel# Address .mot a hone# Installer's N e Atl d=`i� 36 2— 7-,j s � Telephone# Type of Building: PN65l f>ehJ TI AZ Lot Size 13, 00 e Sq.feet Dwelling—No.of Bedrooms ��� �/I/L Garbage Grinder (/,/ Other—Type of Building No.of persons Showers ( ), Cafeteria ( ) Other-fixtures Design Flow(min.required). gpd Calculated design flow S� gpd Design flow provided v ' / gpd Plan: Date��_ 108 Number of sheets Revision Date Title_ i2WPO5601 Description of Soil(s) A CD 8 S C.'• 140 - ,S Soil Evaluator Form No. Name of Soil Evaluator Date of Evaluation - S Z DESCRIPTION OF REPAIRS OR LTERATIONS E (SV(SA21 POYL .5- b2 yV 6Lt, - /1E'VC Z 6,1 ro p The undersigned agrees to insta a above clescribeJ Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further, grees n to pla they iewtion until a Certific Compliance has been issued by the Board of Health. Signed Dat Inspections 11' FORM I - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 �6 lqo. .QO "'G. THE COMMONWEALTH OF MASSACHUSETTS FEE ' �' ry BOARD OF HEALTH Y- . ,����r • APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT ' Application for a Permit to Construct ()(j Repair ( ) Upgrade ( ) Abandon ( ) - KComplete System ❑Individual Components Location Owner's Name �.. 2-09 4�3 g2RyU56 [j n . �XjMerylll 1 Map/Parcel# Address :..# dot � _ p6���2 I stall`er' Na a t" 7ro 3X ��/% Z' �13 Address ; Address Svc �� h5i � SUS 362 ' Telephone# Telephone# Type of Building: TE ,Lot Size 25. 00*6 Sq.feet Dwelling-No.of Bedrooms S F/yL Garbage Grinder (Mv Other—Type of Building No.of persons Showers ( ), Cafeteria ( ) Other fixtures Design Flow(min.required) gpd Calculated design flow �7 gpd Design flow provided�?L/ gpd_"f Plan: Date 5l29 Number of sheets Revision Date Title Description of Soil(s) A SM,D 1,04-1 C'• A40 • 5,64!�' ¢ Soil Evaluator Form No. Name of Soil Evaluator M1.� Date of Evaluation ZS U 1 DESCRIPTION OF REPAIRS OR LTERATIONS. EbV S S/ei't'rU12 s BR �t'L��c� /tJ Q-o V t 5 4 / a The undersigned agrees to i'statl/he above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agrees not to plaSe the.system inroperation until a Certificate of Compliance has been issued by the Board of Health. !� Signed �� Date ) - Inspections / f c-��. C7 / ° s t _ FORM 1 - APPLICATION FOR DSCP w DEP APPROVED FORM 5/96 t ` .�--_—�No. �oU—�2uI '' THE COMMONWEALTH OF MASSACHUSETTS K�,�---FEE �� fV�—� r - �TMMBLE BOARD OF HEALTH k . CERTIFICATE OF COMPLIANCE Description of Work: ❑ Individual Component(s) ®Complete System The undersignedgg' yhereby certify that the Sewage �D^is�p-o^s�all�System;Constructed( ),Repaired( ),Upgraded( ),Abandoned( ) by: has been installed in accordance with the provisions of 31 C>4R 15.00 (Title 5)and the approved design plans/as-built t plans relating to application No.?_D0&-Zq1 dated Cc G•I 200A Approved Design Flow SSA (gpd) Installer A 1 Designer: Inspector 1XI-( Date S/ S�r101 tJ The issuance of this certificate shall not be construed as a guarantee that the system will function as designed. FORM 3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM 5/96 No. 2ya5 ~2'11 THE COMMONWEALTH OF MASSACHUSETTS FEE -21JS�-(3 BOARD OF HEALTH DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is hereby grante_d_to Construct (X .Repair )`Up rade ( ) Abandon ( ) an individual sewage disposal system at T� �/ i� ��1 ;�CJ � , ��►p/ !/� /1�L� as described in the application for Disposal System Construction Permit No. 0;,00,6— 241 1 _.,dated D Provided: Cons ucti n shall be completed within t ee years of theAate of this per `lI.All local c it' ,s must be met. Date 2 S Board of Health /2Z FORM 2 - DSCP DEP APPROVED FORM 5/96 FORM 1255 (REV 5/96) (SW) HOBBS&WARREN TM PUBLISHERS- BOSTON :3 N, Town of Barnstable �p1HE nj,. Regulatory Services Thomas F. Geiler,Director BARNHTAHLE. ^A g Public Health Division Thomas McKean, Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: 1"l J � Sewage Permit# G��i` 61KAssessor9s Map\Parcel v� Designer. installer. -D Address: T U q$ Address: 2)/ � �t"CAA— > 17A-6��JtiJ LLt1 { } 02, 31 - ,��'�ov-- a, On �C �� ("Orit S C was issued a permit to install a (date) f n �J+ ��(installer) 15J septic system at / AC DPINL based on a design drawn bv (address)dated 5- q l l/0$ (designer) 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. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or an vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow.TN sTR_La-t> 1N sF,Q,ut: pry A. OF. .MASs9�ti A'010e'eO� O 7 � DAR.RE c_ W nstail s Signature) t No: 1140 ` SANIT00 �J.Oj' D1 (Designer's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BAR`ISTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COiNIPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q: Heal th/Septic!Designer Certification Form 3-16-41doc s Paved _ 0 - - - - - 124.37' 00 108 ' Lot 3 110 23,008t S.F. I 0.53t AC. 1108 � Map 209 Parcel 23 Edge of 8uildin�etbacks - - T_ 11 -•'O ® O O O �IW � 112 RESERVE AREA io ® I 114 m o � � A T � ® 1s I C7 o ff Tm 114 SEPTIC SYSTEM TIES OF �4ss9 A-1: 15.42' B-1: 32.16' ARM. A-2: 24.31' B-2: 35.45' 1 �'MEYER A-3: 39.08' B-3: 29.05' 1 No. 1140 A-4: 35.58' B-4: 34.14' A-5: 48.08' B-5: 44.81' " �s A-6: 63.15' 8-6: 32.66' NITAR�p� A-7: 70.94' 8-7: 43.70' j ( A-8: 44.75' B-8: 35.48' MAP 209 SEPTIC SYSTEM AS BUILT DRAWING LOT.•23 DEED BK#6&W PG.#107 157 SACHEM DRIVE, CENTERVILLE, MA PLAN BK.•# 198 PG.#47 BUILDINGZONE.•RD-1 Prepared for: Mar aret Abrams SETBACKS. Engineering by: Surveying by: SCALE DRAWN JOB. NO. FRONT- 30' DARREIV M.MEYER R.S. Aarner Surveying 1"=20' 1 DMM SIDE. 10' PODOX981 22 Long Road REAR.' 10' EAST SANDWICH,MA 02537 Harwich, MA 02645 DATE: CHECKED SHEET NO. 50a-3s?-2= (sob) 432-83M 05/12/09 DMM 1 Of 1 2.00g•-Zyj � . • i 'town of Bstable. P# Department of.Regulatory Services Public Health Division Date 200 Main Street,Hyannis MA 02601 i ffZ PC, Date Scheduled Time Fee $oil Suitability Assessment for Sewage Disposal �l2Ag4WI Performed By: mrA M mky a-, ' Witnessed By: 1 LOCATION& GENERAL INFORMATION Location Address'.1 G t-vt � E 'i1 Owner's Name �%W*-C. AS S iVA I Address VW0( Assessor's Map/Nmel: oho-1 10 13 i Engineer's Name NEW CONSIRU�,170N REPAIR Telephone#So r 36Z,—2 Ile Land Use / Slopes(96) Surface Stones f`� Distances from: ripen Water Body 3 ft Possible Wee Area D ft Drinking Water Welt ft i � f .Popery Li ft Other fbrainageWay n SKETCH:($treet name,dimensions of lot,exact locations of test holes&pere tests,locate wetlands in proximity to holes) ILL-"" slZ1 l� I I A � 1 i i - Parent material(geologic) /aL&1,;-j Depth to Bedrock Depth to GroundwaWr. Standing Water in Hole:' Weeping from Pit Face - J I Estimated Seasonal li jigh Groundwater DItTERMINATION FOR SEASONAL HIGH WATER TALE Method Used: ' l Depth Gbperved standing in obs.hole: _1n. Deptl1 to soil ni0ttles, _in. Depth toiweeping from side of obs.hole: ! in, ©roundwnter Adjustment fr Index Well#_� Reading Date Index Well level iw' ....a Adj,fActor,•,,.�_ Adj.firnundwfltet Level s , PERCOLATION TEST . Date z �nt� Observation Hole# Time at 9" N Depth of Perc ��- Time at b" ..... Start Pre-soak Time.@ I� lO I o 2 y Time(9"•6") .---..---- `D z6 `O3S. i End Pre-soak i state Min./Inch Site Suitability Assessment: Site Passed_rY— Site Failed: Additional Testing Needed(YIN) 0 ginat:.Public He*lth Division Observation Hole Data To Be Completed on Back--------- ***If percola#tin test is to be conducted within 100' of wetland,you must first notify the Barnstable C44servation Division at least one(1)week prior to beginning. DEEP OBSERVATION HOLE LOG Hole#_� Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. onsi§enc %Gravel) DEEP OBSERVATION HOLE LOG Hole# ?i Depth from Soii Horizon Soil Texture; Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistencv.%Gravel) z Sl 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.%Gravel Oq lr y , s 2 DEEP OBSERVATION HOLE LOG Hole#\ ' O Depth from Soil Horizon Soil Texture Soil Color Soil ` 'Other Surface(in.) (USDA) (Munsell) Mottling {Structure,Stones.Boulders: n ist n Y 0-12- U skp 3 y, W, �l �26 u G Z (e Flood Insurance Rate Map: Above 500 year flood boundary No_ Yes __ Within 500 year boundary No k Yes..�. Within 100 year flood boundary No X Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist.in all areas observed throughout the area proposed for the soil absorption system? �__.__ - If not,what is the depth of naturally occurring pervious material? , Certification 1 certify that on l0 (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required trat ' g,expertise and experience described in 3,10 CMR 15.017. SignatureA Date 6 O Q:\.SEPTIC\PERCFORM.DOC r J oql- RO P POSED NEW RESIDENCE FOR MAR GAR E T AB RAM S 157 SACHEM DRIVE sC CENTERVILLE, MA HIE -LL a® ao91. ARCHITECTS BROWN LINDQUIST FENUCCIO &RABER ARCHITECTS, INC. 203 WILLOW STREET SUITE A YARMOUTHPORT,MA 02675 TEL, (508)362-8382 FAX (508)362-2828 cL�r,�,, PERMIT SET P��F�Gc°°�' 10I20/08 Y PdO� +'oRT. MA 3 ` r �QpUL Fe,yU�'TF No. r::.9 a ' ABBREVIATIONS SYMBOLS SCHEDULE OF DRAWINGS � p0w,, MA N x" AS ANCHOR BOLT HGT. -.HEIGHT NORTH ARROW A.C. AIR CONDITIONING HJ1. HOLLOW METAL ® TI TITLE SHEET ....:•`/E'�'" A.F.F. ABOVE FINISH FLOOR INSUL. INSULATION SECTION INDICATOR A0,1 PROJECT DATA SHEET LETTER IN TOP HALF OF CIRCLE ACT. ACOUSTICAL TILE INT. INTERIOR '°` INDICATES THE SPECIFIC SECTION. THE ALUM ALUMINUM JT. JOINT Ex3� NUMBER AND LETTER IN THE BOTTOM IE2 OF 2 SEPTIC SYSTEM PLAN 6 DETAILS w m HALF INDICATES THE DWG. No. WHICH ANOD ANODIZED LAG. LAG BOLT THE SECTION APPEARS SPI.O ARCHITECTURAL SITE PLAN g g SPLI ARCHITECTURAL SITE SECTION @ AT LAM. LAMINATE d5 t 45.5 NEW SPOT ELEVATION BSMT BASEMENT LAV. LAVATORY AI.O BASEMENT / FOUNDATION PLAN BIT BITUMINOUS L. LENGTH 45.5 E EXISTING SPOT ELEVATION AI,I FIRST FLOOR PLAN 0 ELK BLOCK MFR. MANUFACTURER 45 NEW CONTOURS AI.2 SECOND FLOOR PLAN Z 3 ROOF PLAN w _ BLKG BLOCKING M.O. MASONRY OPENING ��45 EXISTING CONTOUR AI. LL e BOTT BOTTOM MAT. MATERIAL LEVEL LINE OR WORKING POINT U B.O.W BOTTOM OF WALL MAX. MAXIMUM A2-0 ELEVATIONS COLUMN COORDINATES 6 REFERENCE A2.1 ELEVATIONS m N BM BEAM MECH. MECHANICAL l�.J� GRID LINES A3.0 BUILDING SECTIONS _Z'- BLDG BUILDING MIN. MINIMUM All BUILDING SECTIONS J I= a 8 CPT CARPET MTD. MOUNTED IOI ROOM NUMBER _ CSMT CASEMENT NO. NUMBER O DOOR NUMBER A4.0 WALL SECTIONS O U CK CAULK(ING) NOM. NOMINAL O WINDOW TYPE A4.1 WALL SECTIONS ex 3 CLG CEILING N.I.C. NOT IN CONTRACT WALL TYPE A5.0 DETAILS 2B 0 CLOS CLOSET N.T.S. NOT TO SCALE A5.1 DETAILS COL "COLUMN O.C. ON CENTER A, —INTERIOR ELEVATION INDICATION �B CONC CONCRETE OH. OVERHEAD DETAIL NUMBER A7.1 INTERIOR ELEVATIONS CMU CONCRETE MASONRY UNIT OPNG. OPENING A7.2 INTERIOR ELEVATIONS �� B CONST CONSTRUCTION PNT. PAINT 514EET NUMBER A7.3 INTERIOR ELEVATIONS CONT CONTINUOUS PTD. PAINTED C A7.4 INTERIOR ELEVATIONS CJ CONTROL/CONSTR. JOINT PNL. PANEL QI REVISION MARK A8.0 MILLWORK CTSK COUNTERSUNK PART. PARTITION DET DETAIL PL. PLATE 0 ROOM FINISH SCHEDULE / CONCRETE - PLAN OR SECTION O DIA DIAMETER PLA5. PLASTER MILLWORK FINISH SCHEDULE LL- DIM DIMENSION P.LAM. PLASTIC LAMINATE ® BRICK - PLANS OR SECTIONS A9-I WINDOW 6 DOOR SCHEDULES /� Ll.! C DR DOOR PLBG. PLUMBING ( , DH DOUBLEHUNG PLYWD PLYWOOD CONCRETE BLOCK PLANS OR SECTIONS 51-1 FIRST FLOOR FRAMING PLAN v Lv DRWR DRAWER P.T. PRESSURE TREATED PLYWOOD 51.2 SECOND FLOOR FRAMING PLAN W DSP DOUBLE STUD POCKET O.T. QUARRY TILE 51.3 ROOF FRAMING PLAN CCC��� LLJ DWG(5) DRAWINGS) - REQ'D REQUIRED ® STEEL, LARGE SCALE 51.4 SHEARWALL PLAN - WLu J !1 OF DRINKING FOUNTAIN REF. REFIGERATOR ® ROUGH LUMBER E1.0 BASEMENT ELECTRICAL PLAN L' � DW DISHWASHER REV. REVISIONS ELI FIRST FLOOR ELECTRICAL PLAN Q Q H ELEC ELECTRICAL) R. RISER ® FINISH LUMBER EI.2 SECOND FLOOR ELECTRICAL PLAN W UI U) z EL. ELEVATION R.D. ROOF DRAIN INSULATION - RIGID O Lo ELEV. ELEVATOR RM. ROOM yy�77����pp CC V EMER. EMERGENCY R.O. ROUGH OPENING (yyy�lyy INSULATION - BATT � G EO. EQUAL SECT. SECTION EARTH Q EXIST EXISTING SCHED. SCHEDULE DRAWINGS ARE OR EXG. SPEC. SPECIFICATIONS COMPACT GRAVEL REPRESENTATIONAL ONLY E.J. EXPAN51ON JOINT 5L. SIDELIGHT DO NOT SCALE EXP. EXPOSED STD. STANDARD ' WELDED WIRE MESH DRAWINGS - EXT. EXTERIOR SRP SHELFBPOLE — PROPERTY LINE FIN. FINISHED STL. STEEL —_—__ CENTER LINE F.A. FIRE ALARM SUSP. SUSPENDED F.B.O. FURNISHED BY OWNER TNK. THICK TITLE. F.E. FIRE EXTINGUISHER T6B. TOPIBOTTOM FL. FLOORING) TdG TONGUE6GROOVE FLUOR. FLUORESCENT T.O.F. TOP OF FOUNDATION PROJECT DATA FT. FOOT T.O.W. TOP OF WALL SHEET FTG. FOOTING T. TREAD FND. FOUNDATION TYP, TYPICAL FURR. FURRED(ING) UNFIN. UNFINISHED GENERAL CONTRACTOR V.I.F. VERIFY IN FIELD MASS.ARCH,ACCESS BOARD DIMENSIONAL REQUIREMENTS AS APPLICABLE GL. GLASS/GLAZING VIN. VINYL DATE ISSUED: GR. GRADING VCT, VINYL COMPOSITION TILE PULL SIDE LATCH SIDE 10/20/08 GWB. GYPSUM BOARD 1= on PULL SIDE PULL SIDE LATQH SIDE vwC. VINYL WALL COVERING _ .m-. rj� REVISIONS: HDBD HARDBOARD WC. WATER CLOSET D rs t sb�T�}` i O ' ' }; HARDWOOD HDWD. W. WIDE/wIDTN HVAC. HEATING, VENTILATING, 6 W/ WITH � �� � -i�! ggg AIR CONDITIONING W/O WITHOUT PU511 SIDEr� PUSu SIDE HDWR. HARDWARE 1 W.W.M. WELDED WIRE MESH PU5H SIDE SLIDE SIDE WD. WOOD a.a _ oa J _J m �•� ,,,,,,..n. ,.�, t _8 � DRAWN BY: PNS/SW/BD 0 2i `L r PROJECT#: R-0005-08 E3 ` DRAWING NO.: PERMIT SET 10/20/08 AO . 1 C pavement v Cv '3ha e P✓ alk / 2: F3, �^7 oP ...cy�.. ..,�. _ ���Sidew \ N 8630'2 E 5' -' Paved - 3. A=3_0.00 - - --Lat 3 12; 7. \\ a°yc R=400.00' we' 2,3008t SF c 1 _ _ _ _.. _ - 0.53t A 0 Lot 4 Falmouth Rd_ 28 5 ft. Soil Pemovol / De B 10 \\ � 1 \ - _. C. �� � 2 93t S.F. Fasmoutt+Rd"- _ _- a �Scottsd iand (see note 16) Deed Pg. ' �� \ \ Parcel 23 /' ' ` 0.56t AC /�/ \ Deed Bk 2 3J4 Pg. 109 CL Map Edge of Build/n� Setb \__ Parcel 105 c 5 ' , `• +may , — — — _— \\ n Q�� 4 Long Poad a =F t / 4 -/ AREA \ \ 1 \ 84.1' .� 108� 1 / o RESERVE \ \\L \ m - •�' ;n. y s -fir q c �4°m. z � ` . \\ 1 1 � �� �� \ J LOCUS MAP N.T.S. „a \`�\ tt ' ; I i \\ \ , \ LEGEND \\ (, ® PROPOSED CONTOUR \� �;, a, ` __ _ o �' /22.6' CL ® PROPOSED SPOT GRADE Hse. i43 --98 -- EXISTING CONTOUR \`. �t (b i I + 96.52 EXISTING SPOT GRADE `�� 1 ► r----1_ r'-' -- W— EXISTING WATER SERVICE TEST PIT 114- v ( l --L ild � � d e_ of uina Setb9&ks -- ` 46.5' SHOfM45s9c �`� Of P 9 `110 TERRY yG�� r�� DAW ,� 116ANN WANNER v, R �`. t ��� No.38721 o. 1140 CB/DH/ ND \ 131.4_6' _ 9 �G5 CB/DH/FND00' — _ UP/ ssj�q REGIST E�� / S 86'J4 30 Wi� — 32 SANITA UP —Edge Pavement DRIVE PK/SET f1B SACHEM BM/HYD-TAG-BOLT • Benchmark set —o GENERAL NOTES: PK/SET Tag bolt hydrant EL=114.48 (Assumed) 1• ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL 8. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED BOARD OF HEALTH AND THE DESIGN ENGINEER. TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. 2 WORK STATE NDEMATERIALS SHALL CODE, VOATH ANY REQUIREMENTS 9• IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY OF T A LOCAL RULES AND REGULATIONS. THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION. 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR 10. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE DESIGN ENGINEER. 11. NO WETLANDS WITHIN 100 FT. OF PROPOSED LEACHING 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 12. NO PRIVATE WELLS 13. ALL PIPING TO BEWITHIN 4" SCH0 Fr. OF PROPOSED 40 0 1/8/FT (UNLESS NSPECIFIED OTHERWISE) LOT,309 PROPOSED SEPTIC SYSTEM UPGRADE PLAN FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ' ENGINEER BEFORE CONSTRUCTION CONTINUES. 14. THE DESIGN OF THIS SYSTEM DOES NOT ALLOW 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. FOR THE USE OF A GARBAGE GRINDER DEEDBK.•# 6334 PG.#107 157 SACHEM DRIVE CENTERVILLE, MA 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF PLAN BK.•# 198 PG.#47 r THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 15. PROPERTY IS NOT LOCATED IN A ZONE OF CONTRIBUTION. BUILDING ZONE.RD-1 Prepared for: Margaret Abrams HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 16. REMOVE ALL UNSUITABLE SOILS 5 FEET AROUND LEACHING TO SETBACKS. Engineering by: Surveying by: SCALE DRAWN JOB. NO. 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. EL. 108.08 OR TOP OF C LAYER AND REPLACE WITH, FRONT, 30' DARRENM.MEYER,R.S. Warner Surveying, 1"=30' OMM CLEAN MEDIUM SAND PER TITLE V. SIDE. 10' PO BOX981 22 long Road REAR. 10' EASTSANDWICH,MA02537 Harwich, MA 02645 DATE: CHECKED SHEET NO. . 508-362-2922 (508) 432-8309 05/29/08 OMM 1 Of 2 -ti of Pavement 1:3: F \- - Sidewalk \ zbyra tjer�� j? m '� N 8630 25' E R Paved _ - - - yc A=30.00__---_ - - _--Lot 3 124.3T \\\ R-400.00'' toe�� 23,008t SF. 1fo�/' �\ \\ Lot 4 Falmouth Ad_ 28 -_ - 5 ft. Soil Romovol 0.53t AC. . . Deed Sk 6334 Pg. 10 '� \ �\ 24393t SF. �Y( s Wale Rd (see note 16) Mop 209 �� \ a56t AC. Fssmnutti rid._ _ __ 1 \ 06 Deed Sk 22934 Pg. 109 , Parcel 23 /� CL c r 0 q , Y ' / It ��� Edge of BuildinS Setback\__ Parcel 105 42' 64.1' ro 1 ,RESERVE AREA \\ I \\ Y APB,' y 4 ' j a gcrt>L �\ ► 1 �� o ° ° ° �� \ cIzI ~A LOCUS MAP N.T.S. 11Q \`\ 11 ! I ista \\� LEGEND \\\ �, �� ® ®` \� PROPOSED CONTOUR 11 �\\ io �, ► / __ a o 22'6' ® PROPOSED SPOT GRADE' �� -C ► �j3 r l Hse. 43 EXISTING CONTOUR --98 -- + 96.52 EXISTING SPOT GRADE ���� ► r--"'� r"-� W— EXISTING WATER SERVICE 114, �_► � __ � it TEST PIT - `� 1 ► 112-- \� ► -- -- 114— ---L � dQ _ ildina Setb9�k3 - — ► �\ ZHOfMgSS e of u A OF Al9SJ, lol `\ \\ 110 46.8 \ ` TERRY yG�`� �� o��DA . �y� ns.,`` 1 � 116 •• �I �\ �R I \ 3 WARNER o No.38721 o. 1140 CB/DH/ ND \ 131.46' 9 CGS CB/DH/FND Do* UP/ �EGI$T E� / S 86 34'30' IN ���i� — 32 QNITA0� UP I —Edge pavement C' I YQ�/ �� vv ,;�� � DRIVE PK%SET 1fe SACHEM BM/HYD-TAG-BOLT Benchmark set —� GENERAL NOTES: PK/SET Tog bolt hydrant El.>114.48 (Assumed) 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL 8. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED BOARD OF HEALTH AND THE DESIGN ENGINEER. TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS 9, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY OF THE STATE ENVIRONMENTAL CODE, TITLE V. AND ANY APPLICABLE THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING LOCAL RULES AND REGULATIONS. CONSTRUCTION. 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR 10. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE DESIGN ENGINEER. 11. NO WETLANDS WITHIN 100 FT. OF PROPOSED LEACHING 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 12. NO PRIVATE WELLS WITHIN 150 FT. OF PROPOSED LEACHING MAP: 209 FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN 13. ALL PIPING TO BE 4" SCH 40 ® 1/8"/FT (UNLESS SPECIFIED OTHERWISE) LOT.'23 PROPOSED SEPTIC SYSTEM UPGRADE PLAN ENGINEER BEFORE CONSTRUCTION CONTINUES. 14. THE DESIGN OF THIS SYSTEM DOES NOT ALLOW 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. FOR THE USE OF A GARBAGE GRINDER DEED BK.'# 6334 PG.#107 157 SACHEM DRIVE CENTERVILLE, MA 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF PL4NBK.•# 198 PG.#47 - THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 15. PROPERTY IS NOT LOCATED IN A ZONE OF CONTRIBUTION. BUILDING ZONE-RD.1 Prepared for: Mar aret Abrams HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 16. REMOVE ALL UNSUITABLE SOILS 5 FEET AROUND LEACHING TO SETBACKS: Engineering by: Surveying by: SCALE DRAWN JOB. NO. 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. EL. 108.08 OR TOP OF C LAYER AND REPLACE WITH FRONT. 30' DARRENM.MEYER,R.S. )Farner Surveying, 11. DMM CLEAN MEDIUM SAND PER TITLE V. SIDE. 10' PO BOX981 22 Long Road REAR: 10' E41STSANDWICH,MA02537 Harwich, MA 02645 DATE: CHECKED SHEET NO. . -_ 508-362-2922 (508) 432-8309 05/29/08 DMM 1 Of 2 r STAMP: Ede of avement NEW PLANTING WIN -_—_-_- ___ �QFEPo �OA SETBACK FOR BUFFER AT AREA AFFECTED --—--—-- \ BY SEPTIC SYSTEM N g(o°30�2 ' _ -—--— ? Paved Sidewalk ___ - �— t4o.7789 2Oq 12 _ 1 AAA _ IOB - - Parcel 23 0 � 30'-35' BUFFER 7p.1OF R=400 .00 . Lot 3 TO REMAIN OR 0 110 \ BE REVEGETATED 23 006± S.F. UI - 0.53± AC.--' 1 U LL 7 \ CLEARED AREA - z _ =±15,000 SF (65%) ✓� n LL r REVEGETATED AREA 0 =+1,300 SF (IB%) o -� I U a / -, -------- ------ 1 i _ - \ I I 0 Iy go � _ 1 i Vxte t of CI!;0 ----i - O U a$ o y" 1Lp i 1 ropose / ------------- --�==r�- �\ `\ 20" pine, : ex. to remain i N µ iProp'osed o" sETeA 0 0 o i5 \ i Z o I+ I DECK \ ` / ` Lawn o + I0 i L" 3 _ 1 Z �_ SIN i LL N W u) W Q 0,0 ; i U c � � 1 ,01 w c p W (FIN. FLR. EL. 117.0' ' ; I w \ O Cp itQ W J PROPOSED 10"oaks EXISTING W = GAR G DWELLING _ _ I _ ADJACENT cd U LU — ID DWELLING LU w — — r 1 I — 1 O In U CL 114, -- - -- Lawn PORCH -_ - �/ ex.t � � ex. to remain 1 10_0° 14 3n \ - 114 ----- 12"oak - • x -7o remain TITLE: _ 1 — y- ' ARCHITECTURAL I e� 1. x:, to remain SITE PLAN W/ 1 w:PROPOSED DRIVE :: -` PROPOSED 0 1. ' ' `I10 GRADING 1 0 1 1 I N m �\ - 1 -- 1 , ..�-� � � __ ------'—- DATE ISSUED: > Lawn \ 1 —-- --—--— __ i orzoroe \ , _ REVISIONS: 131.4G' - _-- S E)( '34'30 112 pavement Edge (Of s ex. to to remain 16"oak/ 3/ 14"birch Book DRAWN BY: TWS ex. to remain /ex. to remain ex. to remain ^ I \ / PROJECT#: K v Benchmark set R-0005-08 Ell D Tog bolt hydrant ARCHITECTURAL SITE PLAN �C g Y sCALEW-10' DRAWING NO.: n�'' �\ El.=114.48 0' 10, 20, 3 PERMIT SET (Assumed) 10/20/08 SPLO STAM `' �QpgUnL FE al U Q No.7789 MA TH 0 AA29 O € U U Iz w BLL Y y u S!% mZ E O'd 7U ao Z B OS U �$ �e - Lv Z UJ Lv Q oLu � L c w U Lu . � LU N z O i U - o STAIR BEDROOM`d D �" ,fit,.. TRLE: w EDGE OF PAVEMENTj 1FLOOR � S4 _ LEV.=121.15, F 1 ® — '�., FILL TO MEET oe ° t M w 1 SACF-IEI`1 DR o a I PROPOSED PROPOSED RAMPQ GRADE SITEHR � iv CIRCULAR DRIVE TO PORCH, 1:12 PORCFI KITCHEN IST - J 1 SECTION FL I IS - - ELEV.-117.0 w oe EDGE OF PAVEI-IEN 13 a 12 a FALMOUTN RD EXISTG RADE AT 1 FRONT R —__—__ SIDE- FILL TO MEET --- r--1 WALK DATE ISSUED: GRADE 16-q" L.__J REVISIONS: 10/20/08 ' II'-q" I6'-6" 45'-0" 37'_0" 7q'-6" . I s - DRAWN BY: 1WS PROJECT#: 'y SITE SECTION R-0005-08 SCALE:11W=I'-0" DRAWING NO.: PERMIT SET 10/20/08 spi 1 I , _ r �J ST P• a 28'-0' 10'-0' 33'-6' 24'-0• _U 2_q L 5'-2• CL 17 10'-0° 10'-0' NO.7 4 8'CONC.WAIL ON 20'Wa10'D CONC. Y MA M I FTG @ BULKHEAD TOP OF WALL-113.75'jo, 7NH CONTINUOUS 2.6 P.T. \1 I / \1 I 1 \1 I I SILL PLATE/51LL INSUL, IC 0/ I \ 0 I \ / w/5/8' DIA GALV.A.B. 'v ®45'O.C.MAX t 6'-12'FROM I I END OF PLATES 0 R PLATE WASHERS O a m 10'v7'-10'CONC.WALL ON —• — — LL - ------ --- -- I z 20'•10'CONC. FTG. 27x4'CONT.KET J �-I r — T - --- - TO.STL CONC. .I I FILLED COL. - '-0'M,O 1. '-B'M.O.MO36' 4' ' 5 b0 I Ij I 0.E JZ - - - — — —— SECTION �8 A3.0 I -- - - -- - --- --- - -� I o -- - - - -- — -- - - -- -- --- -Jou - - - I -tt-t>— TOP F WALL-115.8 E I L v DROP TOP OF WALL I b F==4 O 9'FOR DOOR I' — Tp T- � I 9'-II' 13'-10' ■E� in I '• I iv II• \� BEAM POCKET , I 3Q TOP OF WALL-116.6' .I I T P OF WALL 8g EL EV-115.8 gmo I iSLAB C.J. iI``SLAB C.J. Zn BEAM POCKET o m I V O BSMT SLABI ELEV.•108.3' �{ IL I I•• I ~~ I I. I � 2-I�'rll d'IVLb UNFI ISHED o O A LL M N Scrr ABLm 3.I I SLAB ON GRADE I I I r-o r-o• 13'-By I 13'-W a'-u• 13 10• I C C/� W (UNEXCAVATED) 3}'cONC.FILLED I w > Q 4'COC.SLAB W/6X6 10/10 W.W.M. I I T yP' W X STEEL COL.ON I o V ZOVERN 6°OF CRUSHED COMPACTED I �. I I STEEL BEAMai,,rlFOFINAL 30'.3o'Y12'DEEP CONC.FTG. _ zGRAVEL ON 6 MIL POLYETHYLENE OF SHELF I ORAIN/VENT INED w/3-aq EA,WA7-T7P. I Lu - I I VAPOR BARRIER I 'L, I E EV=115.8' Is I— I (— - -I— - - -I— - IN THE FEILD I— ^ Q Q J J t�IIR LJLIJ wW _ > II ANC.SLAB W/6X6 10/10 W.W.M. EAM POGETIIII 6'OF CRUSHED COMPACTED I I :�' I S U Lu TOP OF WALL-116.8' I :L: —— r � I GRAVEL ON 6 MIL POLYETHYLENE I I �. I Q ��ll VAPOR BARRIER BEAM POCKET I JY 1J'ST.ANGLE- - I — I PRIMED t I �- _, _ _ 0 Cj ^ LU 33'5TD. STL CONC. r - ,. t _ - �l Ln U —— — —F FILLED COL. — T P F WALL-116.' J iv HAIFCHING INDICATES STEM/SHELF AT I ).~ O.. I I c I TOP OF FOUNDATION WALL ) r O M+ c TOP OF SHELF•115.8' I 4 A.TOP OF WALL-IB.8' T- b o ,_O ALIGN CENTRA VA M I I• I 5 0 a_ TOP OF ALL D OPPED 24'A UP STSTEM �0 m GARAGE RS I —— — — Y. N I � — — — -- -- CONC. — APRON -----'>' b I iV I TOP OF WALL•II6.B' iv 6 A5.1 'fl I A°w0 II I TITLE: q,_o• 2'-3' 9'-0. S'-2' 10'-0' '° IS-4- 12'-0' 28-0' - - — I — — — I- - BASEMENT/ PORCH COI., P.T.6.6 W/POST FOUNDATION PLAN 11'-4' I BASE CAST IN FON WALL 4. 4' 8'T CONC, FROST WALL ON 20'Wx10'D CONC.FTG, 4'-0'MIN BELOW FIN.GRADE LIKa 6 E1L.PSi 3 O 2 OL�i 1 6L Qr i 7 9LlXa SECTION SECTION ccrrinu „3I SECTION DATE ISSUED: 10/20/08 REVISIONS: F ��BASE ENT-FOUNDATION PLAN SCALE: 1/4'.1'-0' ry� q DRAWN BY: AV5/SW/BD SHEET NOTES f' FOR FOUNDATION 6 FOOTING DETAILS AND REINFORCING PROJECT#: R-0005-08 BAR REQUIREMENTS, SEE,DETAILS ON SHEET A5.0 4 A5.1 gg DRAWING NO.: PERMIT SET A1 . 0 31 10/20/08 h n r STAMP: �.UL F� � o a S Na 6FR Y ?AA ..:. THE . GATE, CANE BOLT EA,LEAF 10'-5k/' DECK DOOR TO DECK AND LATCH GATE TOGETHER lz 24'-C' Q // \ U / \ 5' 12'-3' L Z LU A V Sea I \ / p \\ A A U Q z �U <a 7'-0' 14'-0' L 7'-0' - p W Z 8 3-0' Yv AC ND. 3= - Q Cq)E CAB C� - 4 m Q r LO _ 1y4. a' I. 2' 1. O 12'-Ok- b A3.p @.EGLI�i �E� o PL.LAM HOSE m I AC ND. C'TOP OPEN � 5 STD W514ELVES BIB I A),I B I5'-2 I ABOVE 4-J o„Q L-- - DRAINNENT �'iQ n CLO. '., yam. - Eamsmm I. OPEN I I m BEDROOM 3 ly p BELOW O KIDS 1 2 (KIDS) D _ 91 B COUNTER W/T IS N N A m BASE KITC E FLAN KED BY o - _ - � ��?• GAS _ SHELVES 4 PRECAST CONC. R I LA 9 AUN 1 O I�RANSEA DININGLIVING BASE a O STAIRS/STOOP I HALL I I3 lk VTIu]r GARAGE 5LAB E�!V-1163'il' o 7CLOSET I Azl 3'-0'.5'-6' 15T FL ELEV.=I17.0' c m E - ISLAND 5 ADS. N Lu GAR(1G _ 3' 6'X 6'-B° SHELVES, LU S \ o I A3,I O 41 Ia INEN z LY �Si 5 m w ,^ '_byi• 4'-415 _5' 4'-0' 2'-SY]• 5'-II• '2'-I' 16'-1�j' / `\ c' W '.TION A3,1 BE 2 0 J N U ROO _ i (PARENTS) ALA '^ A REF mAl AN 1,-INVI el-ak 4'-I' 2' 13'-B' W LLI = / q PANTRY EP N u A]•1 ry CABINET 5'-0'X 6'-0' DRAIN/VENT - ° / ',b' `Q Q z ----_------I --------- I m< - CP 12PP� CL - LLJSHELF C9 cn C D m oewe O O U- I I •I I I M KK TTP, cLo• . ROLL-IN - C SHOWER LE I I I 11 LIN O FL° Zen FLR t HALLS SHELF �" N I .I �T'STD O A9,1 CHAIR I Y uBEDROOM 1 b 32.6�0, I 31 I I I NO5E I x - (DAVID) _ STER Cm BIB I I u � ]I17111 - OP �n Tv ] m / a o U a OPEN PL.LAM.C • i - C'TOP FLANKED o OPEN IIESI i in BY SHELVES iV FIXED, 'D 'GRADE POT ELEV.-116.2'' E TITLE: n V V S I q ° I FIRST FLOOR PLAN .:.il�_3'.'.'.'.'.:.'.'.'.:.'.'.'. q.-B I.A. 5�_3. �_7kt 10'-glli° 4'- b'-' 6'-0' I'-lOk1 7' g' 7'-�t' 3'-9' S�-7' 4'-2- o'-0 44-0 DATE ISSUED: N P.T.6.6 POSTS I - 10Y20roB WRAP w/I.PVC TRIM, REVISIONS: j PAINTED-TYP. @LQa j 6 BLM BLDG 3 1 2 ON I S�F(TIlNJ - A3I SEC714L1.'.'..'.'.'.'.'.'.'.'.'.'.'.' A3.o A311 A3,1 SECTION SECTION. A3.0 M.O ,� N - GRADE SPOT ELEV IIE,3' ...GRADE SPOT ELE =115.3' GRADE SPOT EL 115.5' FIRST FLOOR PLAN _ SCALE, I/4 -V_0. e - DRIVEWAY/WALKWAY- j SEE SITE PLANS/ CONC.RAMP E DRAWN BY: LANDSCAPE PLANS B'CONC.RET.WALLS BO TWSISWI FO R RA T.O.WALL oh 5 TO FOLLOW GRADE PROJECT#: {ST. FL FLOQR. 2;062.SF.GRO55, DRAWING NO.: c 2NDFLOOR.'..'87.5.SF.'GROS'S.'.'. ... s TOTAL 2,937 SF GROSS GRADE SPOT ELEV.=II6.0' s a BASEMENT 2,062 SF GROSS NQIE GARAGE 784 SF GROSS . UNLESS NOTED OTHERWISE, ALL INTERIOR PARTITIONS _ PERMIT SET 1 A a ARE FRAMED W/2 X 4 WOOD STUDS AT 16'O.C. 10/20/08 Al r STAMP: G. e�ULFr O a No.7789 AAA PH OF LD 1 1 u a u LL I I 12'-O' 12'-0' Z E LL U Cl <a 14'-0' I I I FgJ Q U z 2'-012' S'-5'� L 9'-9' L 1 10'-6Yj' LINE OF WALL I I F I — BELOW, TYP, 5WOWER MODULE, I o I I SUPPLIED I �B a I — A A OWNER,INSTALLED A A -- I 4 BLPG �� I I I, G'O. I ASD SECTION I L _ I - p� I BEDROOM U BEDROOM 4 _ BA H 3 j \ I / LL (n W ARA A IC // ATTIC �� m �.I F—_ — LINEN - S - r]I!______________ z Ly Q ________ ___________ O ` I \\ 5 ADJ. a2 _ •� I Q � J SHELVES _ PROVIDE FULL CODE \ _ 1' S ADJ. I _ J PLYWOOD FLOOR t INSULATION \ ]I 14 SHELVES I U) (✓ Lu I \ w HAL I ATTIC I LLI LJJ =\ O BL1I4 S ATTIC FLR I \ ATTIC FLR '-7° 2ND FLR ELEV.=126.2' _ AT1 I — 9Vj• 3kf I U \ 9'-44j• I'_7. 3'-01j' of 4' Lu . ,-1. 5'_4I5 ----- I \ 1-- ON '� L_ O O LC) U CC INSUL.ATTIC I RAILING W/ — SOITTLE — - — STERSNEWEL . W WALL P STUDY/SITTING ---- POSTS B STA PANEL Access L� PO5TSTAIRS WOOD UP �•tr V 1 4•-6'KNEE _— .p __J LINE OF WALL —J OPEN TO BELOW 'n I:. ,[. ALL i AT1 WINDOW SEAT W/ BELOW, TYP• WINGED TOP FOR 1 in STORAGE UNDER = I 14'-W 14'-0' -17 TITLE: I I A A L 1 � __J II I I II I c c c u u SECOND FLOOR PLAN S'-4Yi' 3'-4t' S'-41fi' 3'"'Ni' 3'-415' 3'-4+' q. Y_ 6,_9. 6,_4. 6,9. T-7' I DATE ISSUED: 10/20/08 REVISIONS: b BLM 3 BLI 2 At Dr. 1 BIM 7 BLIX a3J SECTION A3,p J1 ASA SECTION N A3A SECTION A3.1 SECTION C�SECOND FLOOR PLAN _ SCALE _ r NOTE: DRAWN M'. TINS/SW/BD r. UNLESS NOTED OTHERWISE, ALL INTERIOR PARTITIONS ARE FRAMED W/2 X 4 WOOD STUDS AT 16'O.C. PROJECT#: R-0005-08 4 DRAWING NO:: �g 3� PERMIT SET Al ' n 10/20/08 r STAMP' Q Y MA 0 0 --- -------- -----, DECK , I 1 LL a I BATH 2I .- • �U I I m Z I I I Z --------------- o 2 , I I w a s , A I I I I l O I ------ ----- — I I I I OU t$ �4-J Il=N=1 L--�- I BEDROOM 3 (KID-5) I I , EXTEND TO UNDER Im IB I ROOF IN ATTIC w/ �B II I a HALL I _______ B ______ ___ I OSB ON LAUNDRY I D 1D K TGNEN -------O---------- ONE SIDE I I I om DININGLIVING I B I 1 _ I7 TO BI'1. GARAGE I I I BELOW I I 1 I 1 BEDROOM 2 I 0 I 7—U m (PARENTS) 1 ILL N� W -cy 1 I I Lu G CQ I I z C 0 C ----- I I I I OI - lO W I W I I I I I I I I I C W I I I I I I I � v cn z I I I I I l i I I ENTRY BEDROOM I BATH I _ ___ __ I N Z ^ W I I O I (DAVID) I 2 O I 0 Lo U I I PQ O i O I O I I 1 OA I 0 2 I O I DECK TITLE: { I SHEAR WALL PLAN OA 056, MV OR BETTER, WALL-16, 6d @ 6" O.C. @ EDGES, @ 12" O.G. FIELD. (BLOCK ALL HORIZ. SEAMS IN SHEAR WALL LIMITS ONLY.) OB - GWB, I/2" OR BETTER, #6 DRYWALL SCREWS @ 4" O.C. @ EDGES, @ 16" O.G. FIELD DATE ISSUED: (BLOCK ALL HORIZ. SEAMS IN SHEAR WALL LIMITS ONLY.) i onaoe Q = SIMPSON HDU2-5D52.5 HOLDOWN REVISIONS: Q = SIMPSON HDU4-51D52.5 HOLDOWN N - SPEAR HALL PLAN - SCALE. 1/4'-r-0' DRAWN BY: TWS/SWIBID t g PROJECT#: 5 R-0005-OB .1 � I DRAWING NO.: r PERMIT SET 1 10/20/08 S 1 . 4 E v �a r tepUL �y �O No.rnas ELECTRICAL SYMBOLS Y� MA r ® 200 AMP ELECTRICAL SERVICE ELECTRICAL METER SOCKET r STANDARD DUPLE%RECEPTACLE UJ a m I � QIADRUPLEX(4 GANG)RECEPTACLE C . I a320v 220 VOLT OUTLET lz Q g I V HALF SWITCHED RECEPTACLE U iPGROUND FAULT PROTECTED RECEPTACLE W ti I I $ EXTERIOR WEATHERPROOF RECEPTACLE LL tl TO SWITCH AT SLIDER ELECTRIC HEATED _— I t% I r L ON FIRST FLR TOWEL BAR I CEILING OR WALL FIXTURE Z L WALL SCONCE f.OF FI I I u UNLESS TNOT NOTED OF fl%TURF 72- Z 1— I FE. D ® FAN/LIGHT COMBINATION z W, I / ®Cf PADDLE FAN-CEILING MOUNTED E4EDR001'1 5 \\ I / STRIP FLUORESCENT FIXTUREO I \ / �� OR LINEAR LIGHTING 0N I / S SINGLE POLE SWITCH T a } I \ I / S3 THREE WAY SWITCH SD DIMMER SWITCH A TIC I // -_ \\ / % \ \vr�_____________ S� FOUR WAY SWITCH GARAGEj 1 E---------- ----A ATTIC __-_ \ 1 r ( \ N� 7\ \ // / I S3D THREE WAY DIMMER SWITCH / i \ N \ I TELEPHONE JACK NA GFI tN �L I aN CABLE TV JACK LY ,@ THERMOSTAT O _____ I U- L C I \ \ ® CN EO / EO I C� DOORBELL W G I / ON U/ CHIMES l i I Z ( I TO A � FL000LIGHT TUD7/SITTING _____---- Je I ❑ JUNCTION eo% J SMOKE DETECTOR W W TO 5WITCH N I I D CU CARBON MONOXIDE DETECTOR U ,,, __ BELOW ___?• _ Q Q E° __\ W UI N Z c Cn ^ W OC In U L--- --1 �— -- --Il O G r I II II II II II u u U i 4 TITLE: SECOND FLOOR ELECTRICAL PLAN SCALE: I/4'-1'-0' SECOND FLOOR ELECTRICAL FIXTURE SCHEDULE ELECTRICAL NOTES ELECTRICAL PLAN 1, ELECTRICAL.CONTRACTOR(EC)SHALL PROVIDE A COMPLETE 200 AMP UNDERGROUND ELECTRICAL SERVICE. PROVIDE TV 4 TELEPHONE SET IN 2-PVC CONDUIT IN UTILITY TRENCH SYM LOCATION TYPE MANUFACTURER'S UNIT REMARKS 2. FIXTURE OUTLET AND SWITCH LOCATIONS ARE DIAGRAMMATIC ONLY-EC SHALL LAYONT ALL FIXTURES,RECEPTACLES AND SWITCHING OPTIONS WITH OWNER AND ARCH ON ITECT PRIOR TO ROUGH INSTALLATI IN FIELD WALL OR 3. ALL FIXTURES DENOTED AS'BY OWNER'SHALL BE PURCHASED BY OWNER AND INSTALLED BY EC VARIES OWNER SUPPLIED, EC INSTALLED COORDINATE./OWNER 4. ALL SMOKE.DETECTORS SHALL BE HARDWIRED PHOTOELECTRIC OR COMBINATION PHOTOELECTRICAGNIZATION TYPE AND INSTALLED PER TOWN OR FIRE DEPARTMENT REOIIREMENT5- A CEILING MOUNTED - REVIEW ALL LOCATIONS PRIOR TO INSTALLATION WITH PROPER TOWN AND FIRE OFFICIALS LIGHT OLIER 000 IC 5 0056NFI 5. ALL 110 VOLT N LOW VOLTAGE NOUSEWMD FIRE WARNING SYSTEMS SHALL HAVE BATTERIES FOR SECONDARY ELECTRICAL POWER DATE ISSUED: 8 VARIES RECESSED STTEPEP BAFFLE CAMPING.BR40/IOOw (., SMOKE DETECTOR LOCATIONS SMALL CONFORM TO THE FOLLOWING, Q/Da ADJUSTABLE LIG14TOLIER 000 IC 5 /1027WH A,IMMEDIATE VICINITY OF BEDROOMS(WITHIN 20'OF ROOM DOORWAY) C VARIES RECESSED ADJUSTABLE APERTURE CONE B,IN ALL BEDROOMS REVISIONS: WET LOCATIONS RECESSED LIGNTOt1ER 000 IC w/07B LEXAN 5 C.ON EACH STORY INCLUDING BASEMENTS AND CELLARS BUT NOT CRAWL SPACES AND UNINHABITABLE ATTICS D OPALEX DROPPED LAMPING.PAR38/9OW 0.ONE FOR EACH 1200 SF O'LIVING SPACE OR PART THEREOF BATHROOMS RECESSED BROAN OTR PP E.NEAR BASE OF ALL STAIRS WHERE SUCH STAIRS LEAD TO ANOTHER OCCUPIED FLOOR E EXHAUST FAN/LIGHT/NIGHT LIGHT 7. SMOKE DETECTORS MOUNTED 01 WALLS,.L BE NO MORE THAN 12-BUT NO LESS THAN 4'FROM CEILING OR ADJONING WALL — 8. SMOKE DETECTORS MOUNTED ON A CEILING SHALL NOT BE CLOSER THAN 4'FROM WALL. 24'-34V FROM WALL 15 RECOMMENDED F LAUNDRY CEILING MOUNTED 9. SMOKE DETECTORS SHALL NOT BE MOUNTED CL05ER THAN 36'FROM PADDLE FANS(MEASURED FROM TIP OF BLADE),SUPPLY VENT FOR WVAC UNITS (MEASURED FROM EDGE OF GRILLE),AND BATHROOM DOORS PEAKEDOF G e Eg WALL MOUNTED OWNER SUPPLIED, EC INSTALLED COORDINATE w/OWNER 10. --SOS TDEE4 AI LS 1"�MALEILNOTING AT PEAK ED IN FLATD DETECEAD TOR SHALL BE MOUNTEDD ONALL BE NTTHI SURFIED ON ACE REFFi2TOCNFPA FORITMORE INF IN EORMATIW�OF HIGHEST PONY, PENDANT OWNER SUPPLIED, EC INSTALLED COORDINATE w/OWNER 11, HEAT DETECTORS REQUIRED IN ATTACHED GARAGES OR INTERNAL GARAGE AND INTERCONNECTED WITH WOUSD40LD FIRE WARNING SYSTEM. N KITCHEN 12, INSTALLATION OF LISTED 120 VOLT OR LW VOLTAGE CARBON MONOXIDE DETECTORS 3 A.ON FAUN$TORT OF A DWELLING UNIT INCLUDING BASEMENTS AND CELLARS. ,J ENTRY PENDANT OWNER SUPPLIED, EC INSTALLED COORDINATE./OWNER B.CN LEVELS WITH BEDROOYMS CARBON MONOXIDE ALARMS SHALL BE PLACED OUTSIDE of BEDROOM WITHIN TEN(10)FT.OF BEDROOMS. C.ALL ALARM gHOUNDING APPLIANCES 5HALL HAVE A MINIMUM RATING OF BSDBA AT TEN(W)FEET, DRAWN BY: TWS SWI BD K VARIOUS CLOSETS WALL MOUNTED LIG14TOLIER 49B6-15 FLUORESCENT-WHITE D.INTERCONNECTION IS REQUIRED. C. 13. COUNTER TOP OUTLETS TO BE MOUNTED AT 4'�/-FLOOR TO CENTER LINE OF OUTLET. • 1, VARIOUS EXTERIOR WALL MOUNTED SEAGULL LIGHTING 8642-2 ADJUSTABLE LAMPS.2-90W/PAR3B 14, PROVIDE MIN,3 SEPARATE CIRCUITS AT KITCHEN-150LATE MICROWAVE OUTLET FROM COUNTERTOP OUTLETS, PROJECT#: R-0005-08 L SWIVEL FLOOD LIGHT 15, ALL WORK SMALL CONFORM TO THE REQUIREMENTS OF THE MASSAONSETTS ELECTRICAL CODE. ;f 4� 11 PROVIDE SQUARE'D'CIRCUIT BREAKERS ONLY-NO SUBSTITUTIONS. qqY M BASEMENT CEILING MOUNTED PORCELAIN BULB HOLDER 17. PROVIDE OUTLETS FOR 2 OVERHEAD GARAGE DOOR OPENERS. DRAWING NO.: i,4 d 18. PROVIDE 2-2 LAMP COLD WEATHER BALLAST TYPE FLUORESCENT FIXTURES AT GARAGE LOCATION,PROVIDE WITH LENS TYPICAL. dH 19. EC TO COORDINATE WITH HVK SUBCONTRACTOR TO PROVIDE WIRING OF ALL THERMOSTATS,AC UNITS AND HEATING SYSTEMS. PERMIT SET 6 10/20/08 E1 , 2 ' ..._.- ���a t. L `_ b. •.�v .�� fit• l , � '.. f � STAMP: 66 ° I CUC'' 3 w o DECK IN I 20'-0"xl4'-0" C.T.FLR Q 7� r" d E A H °c°mod-• '-7"x7' 8" �B -tc.T.FL B" CAB. �B BEL W/NALL r CAB BEDROOM 3 +--II o.ao L---rF— 11'-G"xl3'-6" 1 NARDNDOD FLR I f Dw I KITCHEN D I C.r.FLR 00 HARDWOOD Fla I t✓ RANQiE O W 0(D DINING LIVINGI.L. I o (/) U I IT' i 10'-9"xlb'-6" 13'-9"xlb'-6" W 2 Q GARAGE I i HARDWOOD FLR HARDWOOD FLR D / \ Q 27'-O"x27'-O" `z Q Q INEN N lJJ J I BEDROOM 2 Lv PANTRT REFR14. 1\ / 13'-1"x17'-1 Q Q CABINET \ z I..I..I V N _ HARDWOOD FLR \ (n w w O � liU I I T F R D O r I I I I ENTRY BEDROOM I (DAVID) 16'-2"xl2'-I" 11' 0-"x42-'-I' .T.FLDOR' HARDWOOD FLR CT.FLR HUME I a b - U P rue TmE; a PROPOSED FIRST FLOOR PORCH PLAN I DATE ISSUED: 5/13/08 g 28'-0" 10'-01 44t0v REVISIONS: 8 FIRST FLOOR .P AN SCALES I/q'•I'-0° I' DRAWN BY: � TSISW II 3 r �! PROJECT#: R-0005.08 IST FLOOR 2,062 SF GROSS DRAWING NO.: 2ND FLOOR B75JSF GROSS TOTAL 2,g37k SF GROSS SCHEMATIC DESIGN BASEMENT 2,062,,SF GROSS PROGRESS SET GARAGE 784 (SF GROSS 5/13/08 Al , 0 L - rl r . STAMP: i I », I i I w LL. r-- --� U I �N am I �g t} I I L - i '•� I L - - I E I I I L I I I \ I / / BEDROOM 4 SITTING ROOM IV-Vxll'-7" I / \ BATH 3 �\ I // 0 I / GiARAGff ATTIC / A IC 7'-4"xl3'-10 \ / LLJ F---------- ------------ LINEN -------------- ATTIC ACCESS r U 4 I \\ PANEL I GLu c cQ \\\ I I\\\ ATTI C I Q G _J LLI LLI = S AamT wi --_--_-- I U Lu B I \\ I ALUSTER511 NEWEL I LL POSTS c STAIRS BEDROOM 5 I Q H N HOPP0FLLOOR 12'-S"x10'-10" I Cn F✓' ^ Lu - I Oo Ln U I I r STUDY AREA _- --J I I OPEN TO BELOW V-10"X I O'-10" - - - I I 1 I I L-- II II II . L II II II j u u u PROPOSED SECOND FLOOR PLAN 4Z. I DATE ISSUED: 5/13/08 REVISIONS: SECOND FLOOR PLAN 1 DRAWN BY: TS/SW PROJECT#: R-0005 08 DRAWING NO.: SCHEMATIC DESIGN PROGR3ESSS8 SET 'Al , 1 f pavement I I( o �^ / Nlar S 9/ ( J w 0- 'p0 :ems 3 fir a,r /�i Sidewalk 86 30'25 E - Paved - P1 A- sr 0.00--3_ _ 124.3 Lot 3 .T .. , e� R=400.00 r08�- 23,0081 S.F. 1 �� i�\ 0 \\ c FetmouihRd 28 - 5 it. Soil Removal Deed Bk 6334 Pg. f0��''�1r0 ` �\ 24393tLot 4SF. FaEmeaithAd - - „xiScott3dete�d \ (see note 16) Map 209 \ 0.56t AC. ✓� F�� G Qa ti R e a P. - i / Parcel 23 \ Deed Bk 6334 Pg. 109CIL \ Map 229 r Edge of uilding Setbacks_ _ Parcel 105 00 q 4a. 7 L�.g.Porul l 42, �i A ` I / \ 84.1' � RESERVE AREA \ I \ Y r r08� i l c p \ 1 \ o o LOCUS MAP N.T.S. rra 19.6' LEGEND \ �\11 U, / ® ss l PROPOSED CONTOUR rr \\\\ Ni a, , _ _ o 22.6' \ � , Nse. ,4143 ® PROPOSED SPOT GRADE �\ \�`\A C �/ 3 / ——98 —— EXISTING CONTOUR + 96.52 EXISTING SPOT GRADE `� 1 1 r-----I lr----- --- t ® \ ' \\ W— EXISTING WATER SERVICE \ ® l TEST PIT t i i \ i e of .ildi a Setbq& 1 _ — \ 'F�.��SS9c 46.8'� 1 \\ ti TERRY GiF OF MgSJ^ 1 �°� `` �\rra ' WARNER N oDF 9�yG rr6 ��\ i � _ 116 No.38721 R ,��� 40 `h LFN \ 131.t _CB/DH00' CB/DH/ ND _ _. _ Up/ — RF6/ST E --� - - S 86 34,j30' w i� S0IT00 UP/ —Edge pavement t rl6 � SACHEM ' DRIVE PK/SET rre' SA CH BM/HYD-TAG-BOLT • Benchmark set —):( GENERAL NOTES: PK/SET Tog bolt 48 (Assumed) 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL 8. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED BOARD OF HEALTH AND THE DESIGN ENGINEER. TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS 9• IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING LOCAL RULES AND REGULATIONS. CONSTRUCTION. 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR 10 48 HOUR NOTICE FOR ENGINEER CERTIFICATION TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE DESIGN ENGINEER. l 1. NO WETLANDS WITHIN 100 FT. OF PROPOSED LEACHING 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 12. NO PRIVATE WELLS WITHIN 150 FT. OF PROPOSED LEACHING FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN 13. ALL PIPING TO BE 4" SCH 40 0 1/8"/FT (UNLESS SPECIFIED OTHERWISE) MAP 209 PROPOSED 3/7Z /.� PLAN Z� ENGINEER BEFORE CONSTRUCTION CONTINUES. LOT.'23 +.J 14. THE DESIGN OF THIS SYSTEM DOES NOT ALLOW 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. DEED BK.•# 6334 PG.#107 •" 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF FOR THE USE OF A GARBAGE GRINDER PLAN BK.•# 198 PG.#47 157 SACHEM DRIVE, CENTERVILLE, MA THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 15. PROPERTY IS NOT LOCATED IN A ZONE OF CONTRIBUTION. BUILDING ZONE.RD-1 Prepared for: Margaret Abrams HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 16. REMOVE ALL UNSUITABLE SOILS 5 FEET AROUND LEACHING TO SETBACKS: F 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. � Engineering by: Surveying by: SCALE DRAWN JOB. NO. EL. 108.08 OR TOP OF C LAYER AND REPLACE WITH FRONT.- 30' DARRENM.MEYER,R.S. Warner Surveying 1"=30' REAR. 10' EA DMM CLEAN MEDIUM SAND PER TITLE V. SIDE.• 10' ( BOX Long Rood EASTSANDW Harwich,Harwich, MA 02645 GATE: CHECKED SHEET N0. 1. 508-362-2922 (508) 432-8309 05/29/08 DMM 1 of 2 ELEV. TOP FOUNDATION NOTE: MAGNETIC TAPE TO BE PLACED OVER ALL COVERS (Proposed) = 117.0 F.G,EL: 116.0 F.G.EL: 114.0 F.G. EL:,1 13.5 FINISH GRADE= 112.0 fMAINTAIN 2% MIN SLOPE OVER LEACHING AREA .Y COVERS TO WITHIN 6 OF GRADE 2" OF 3/8" DOUBLE 3/4" - 1-1/2" DOUBLE c .• • 4,�L = 35 ;. WASHED STONE WASHED STONE 6" SCH 40 PVC L = 5' (MIN.) 10"1 14" S= 1% (MIN.) a S= 1% (MIN.) ®®®®®®®®E3L ': TEE'S ARE TO BE ®®®®®®®®®®® Y 4" sCH 40 PVC 2' EFF. DEPTH „ ®®®®®®®®®®® 4. INV.1 1 1 .75 INV.1 10.50 INV.1 10.30 ' 1 4" 4 X 8.5' 4' PROPOSED OUTLET GAS PROPOSED DB-3 BAFFLE EFFECTIVE LENGTH = 34' INV. 113.0 :..... •., .:.... . H-10 DISTRIBUTION BOX INV. 112.0 PROPOSED 1500 GALLON SEPTIC TANK INV. ELEV.= 108.5 NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING BREAKOUT PIPE INVERTS PRIOR TO CONSTRUCTION 2) D-BOX SHALL BE SET LEVEL AND TRUE TO ELEV.= 109.0 GRADE ON A MECHANICALL COMPACTED SIX TOP CONC. ELEV.= 109.5 Of MAss9 INCH CRUSHED STONE BASE, AS SPECIFIED IN INV. ELEV.= 108.5 ®®f o ®® 310 CMR 15.221(2) ®®®®®®® . o D RR N�M. ,rr E3aE3 ® CIF R 3) INSTALL INLET & OUTLET TEES AS REQUIRED ®EaE No. 1140 4) MAGNETIC TAPE TO BE PLACED OVER ALL COVERS BOTTOM EL.= 106.5 ®®®®®®® , � 4 5 FT. 4 cisTE � SEPTIC SYSTEM PROFILE SEPARATION 8.75 FT. EFFECTIVE WIDTH = 13' QNITM0 USA 2°t BOTTOM OF TH-2 EL: 97.75 = SOIL ABSORPTION SYSTEM (SECTION) (500 GALLON LEACH CHAMBER) SOIL LOGS P#: 12108 DESIGN CRITERIA NUMBER of BEDROOMS: 5 BEDROOM DATE: FEBRUARY 25, 2008 SOIL TEXTURAL CLASS: CLASS I SOIL EVALUATOR: DARREN MEYER, R.S., CSE DESIGN PERCOLATION RATE: <2 MIN/IN WITNESS: DONNA MIORANDI, BARNS. BOH DAILY FLOW: 110 G.P.D. DESIGN FLOW: 550 G.P.D. Elev. TH-1 Depth Elev. TH-2 Depth Elev. TH-3 Depth Elev. TH-4 Depth SEPTIC TANKREQUIRED): 550 gp ( ) (VOL.( ) gpd x 2 = 1,100 d USE NEW 1500 GALLON TANK 110.50 A 0" 109.75 112.25 GARBAGE GRINDER: NO (not designed for garbage grinder) 0" 109.75 0" 0" LOAMY SAND A LOAMY SAND A A 10YR 3/2 10YR 3/2 LOAMY SAND LOAMY SANG LEACHING AREA REQUIRED: 550 gpd/0.74 = 743.24 S.F. 109.50 12" 108.75 12" 108.75 10YR 3/2 12" 111.25 10YR 3/2 12„ USE FOUR (4) 500 GALLON PRECAST LEACH CHAMBERS WITH 4 FT. B SANDY LOAM B SANDY LOAM B SANDY LOAM B SANDY LOAM ON ALL SIDES: 42'L x 13'W x 2'D 10YR 5/8 10YR 5/8 10YR 5/8 10YR 5/8 BOTTOM AREA: 42 X 13 = 546 SF 107.34 38" 106.08 44" 108.17 19" 108.92 40"Cl Cl SIDE AREA: (42 + 13) X 2 X 2 = 220 SF � Cl C1 TOTAL SQUARE FEET PROVIDED = 776 vs. 743.24 REQ'D DESIGN FLOW PROVIDED: 0.74(776 S.F.) = 574.24 G.P.D. vs. req'd 550 GPD PERC 0105.5 PERC 0106.45 MEDIUM SAND MEDIUM SAND MEDIUM SAND MEDIUM SANG PROPOSED SITS ,saw46e PLAN 2.5 Y 6/4 2.5 Y 6/4 a 2.5 Y 6/4 2.5 Y 6/4 157 SACHEM DRIVE, CENTERVILLE, MA Prepared for: Margaret Abrams 99.50 132" g7,7g 144" Engineering by: Surveying by: SCALE DRAWN JOB. N0. 99.25 126" 1 101.75 126" DARRENM.MEYER,R.S. Warner Surveying DMM PERC RATE <5 MIN/IN. ("Cl" HORIZON) N.T.S. NO GROUNDWATER OBSERVED PERC RATE <5 MIN/IN. ("C1" HORIZON) PDBDxsBf 22 Long Rood No GROUNDWATER OBSERVED E4STS4NDWICH,MA02537 Harwich, MA 02645 DATE CHECKED SHEET NO. 50"62-2922 (508) 432-8309 05/29/08 DMM 2 of 2