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HomeMy WebLinkAbout0010 MASSACHUSETTS AVENUE - Health V"dssachusetts Avenue,<. ` -Hyannispat-t A= 287-027 1 i TOWN Ci^ I3,c�RN STABLE f/ r HHp'/S/°4'R I..00.ATIO1dtVNIAJsRc4�s � SEWAGE # VILLAGE_1 ASSESSOR'S MAP & L0T,2Y?—U�7 INSTALLER'S NAME & PHONE NO. _ SEPTIC TANK CAPACITY, C-A LEACHING FACILI1Y:(type)_= cva _:� (si ) NO. OF BEDROOMS PRIVATE WELL. O PUBLiC WATER_,, BUILDER O RC6WN R ��4Q DATE PPRMIT ISSUED: -- DATE COMPLIANCE ISSUED___— ----� Vt RIANCE GRANTED: Yes y No vW .. � � �_ � , �_ ,� 4 Q� �_ C o , `� ., � i � <, � I �t� i '�; �; Zl �, . ,..- r �. n�O.A �1 r TOWN OF BMMSTABLE LOCATION. I�41 S f!�G(n%1 I T� A4 e• SEWAGE# L O 5- / d VILLAGE �wYA! v ASSESSOR'S MAP&PARCEL 2-97'02-7 INSTALLER'S NAME&PHONE NO." t /,A 6 f �l j) 30 F 0 g/ 2 SEPTIC TANK CAPACITY /0 0 a LEACHING FACILITY:(type) b Y / (size) NO.OF BEDROOMS OWNER d� PERMIT DATE: y- Z 1- /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 any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY 410S1cv�° C I w �y. 6© No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in co puter: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes i Yf ratio 1 �Jtl ri for MIs� Y 6pstPm CD1�8trUrti01Y VPrIYCIt Application for a Permit to Construct( ) Repai� ade sa ( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. ,0 /t/lh,/'S &e Owner's Name,Address,and Tel.No. i,�Q A j / I Assessor's Map/Parc �0 (j4j G i(/ 7f A w ,(f /,r, Sjq f Installer's Name,Addresp,and Tel.No. =/'7o. o J Z Designer's Name,Address,and Tel.No. {"p g A4 ,,,�1``OOCC�� ,,[[�� vd e t 1�i %g C�. ,' Q��� Gad,'lle•6 fO>4 251 IAI, Cr Type of Building: Dwelling No.of Bedrooms Lot Size J 0 6-0" sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) `�L�U gpd Design flow provided gpd Plan Date �'!r ,� Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. zqe��-. G o-J--rr J/� Description of Soil �A Nature of Repairs or Alterations(Answer when applicable) H e 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 issue "is Board of Health. Date Application Approved by ® Date Application Disapproved by Date for the following reasons .A 044 Permit No. Date Issued ( A No. Fee / THE COMMONWEALTH OF MASSACHUSETTS Ye Entered in co puter: 1 1 tt TTT/// . PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Zipplicatlon for ; ' S 16pstem Construction Permit Application for a Permit to Construct( ) Repaif�) grade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. ,Q �✓G'LfS /�2 Owner's Name,Address,and Tel.No. i-��/a ssessor's Map/Parc e4 �0 G� r ler �w r 6°� SA A Installer's Name,Addres ,and Tel.No. �/jV. (� g►rZ Designer's Name,Address,and Tel.No. 5-,)4 7 7F C)-70 D A4,ke ,��r t� i91 j _F, ) rAl Roo Gad.Ile a� zsg w, cf Type of Building: (� Dwelling No.of Bedrooms 7 Lot Size -70 SV sq.fr. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) , Other Fixtures Design Flow(min.required) 416,10 gpd Design flow provided L/ gpd Plan Date y 3 S Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S�Z` Uv ��o�► Description of Soil S . 1 / jr i' Nature of Repairs or Alterations(Answer when applicable) l HP Y. .%• 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 issue y is Board of Health. n� haDate 4-1 J IS Application Approved by °` `/� ® Date Application Disapproved by Date for the following reasonsKA r Permit No. Date Issued r 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 I , at f f G� vlP U! 44.44,1has been cons ucted'n eaccorcewith the rovisions of Title 5 and the for Dis osal S stem Construction Permit N ed G- �- P P Y Installer Designer #bedrooms �-) Approved des}g fl w U 3 gpd The issuance of th pe it shall not be construed as a guarantee that the system will fun ion as desi gned. Date 5 s Inspector ✓ -----No.--- ---/--------------- -------------------- ----------------------------- Fee 10 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS MispoSal 6pstem Con8trncti n Vrrmlt Permission is hereby g ted to o truct( ) R pair( ) U grade Abandon( ) System located at P 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:Cons t ction must com eted within three years of the date of this permit. Date C� Approved by i Town of Barnstable �OFZME Tp� y�P ti� Regulatory Services Thomas F. Geiler, Director • BMMSrnai.$. - 9g, �0: Public Health Division 1639- Thomas McKean, Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: Designer: Installer: Address: �D, ,1'D)G Zs� Address: ,�2v?d A'7�� M,4 On ` Z Z 15- ab re IT! was issued a permit to install a (date) (installer) 1 septic system at /0 --_U AV z' /-1 ��M�d based on a design drawn by (address) / /Po�' /� �aG� °�%j dated �/` 3 � / (designer) 1/ 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 any 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. -- -�y\OFF RONALID Installer's Signature JAMES ) OADILLA0 v 01060 (Designer' Si ature) (Affix Designer's Stamp Here) PLEASE 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. Q:Health/Septic/Designer Certification Form JOB NO. B14-10 NOTES POWERSPP.DWG 1. LOCUS IS A.M. 287, PARCEL 027. FB 27-50 2. LOCUS IS IN FLOOD ZONE X(OLD C) ON FIRM PANEL 0568J DATED JULY 16, 2014. 4. OFFSETS SHOWN ARE TO THE CORNERBOARDS ON EXISTING BUILDINGS, �L OR TO FOUNDATION ON NEW CONSTRUCTION. CV *NOTE: THIS 1�-*°k SITE PLAN SURVEY BY THISiOFFICE AND NOT A COMPLE_W, PROPERTY LINE SURVEY. E NORTH AVE• POORLYDEFIN BYERECODARE LAKEC.B. FND. PLANS AND DEEDS. OFFSETS 11 ARE SHOWN TO NEAREST 145't* FOOT TO THESE LOT LINES. V NN/F POWERS l /� o _o Q AREA=30,500±S.F. � CD PROPOSE}DS S.F. Q C.B. FND. APPROX.OF SEPTIC 74.69' C.B. FND. �+ o 79.8'f Exist. 4mnn 1O` Deck c°in_ N/F — _ EXISTING HOUSE -_ 79.8'f ANDERSON 5T� NO. 10 1932±S.F. N N N W GJ N N U H- 198.75' 1 R ` C.B. FND. M ASSACH U SETTS AVE. I CERTIFY THAT THE LOCATIONS SHOWN ON THIS PLAN WERE MEASURED IN THE FIELD ON 12/01/14. PLOT PLAN �����N OF MgSSgcy 1 S FOR o LD I CH RONA � ARLES A. POWERS, JR. JAMESNOMINEE TRUST � CADILLAC N 4 #35779 10 MASSACHUSETTS AVE, HYANNISPORT, MA °"�ss\°� APRIL 3, 2015 SCALE: 1"=40' qNa SUR�EyO RONALD J. CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 REV. 6/16/15--FRO PT1C PLAN ©2015 BY R.J. CADILLAC (508) 775-9700 1 —_...w_.--_ �.�. t ...___._.�__._--._.__.� t �.._� r _ _.._.—.t•—..—_s_,.�1._-�._.2_._�..._J..___.' ! � _._.I ' �..�. s r� i —t'--i----- . 1 ` 1 r r ! ` _ -5 E _ _ rl 17 y , r � ' f f f r � 4 I Town of Barnstable bras . '. Department of Regulatory Services Public Health]Divisions DateMASSL D • � e639. 200 Main Street,H annis MA 02601 ArfL) '1 A '10 � Date Scheduled_ O O / Time Fee Pd. Sail Suitability .Assessment for Sew Ili p a Q j Performed By:. ��� C4 P l L S Witnessed By: L TIOIeT& EN]ERAL IIVFOR1YdATI� I Location Address �0 Xowner's Neme%dress /Q InnJf&G Assessor's Map/Parcel: 267/elz 7 Engineer's Nam NEW CONSTRUCTION REPAIR ✓ . Telephone 4 509 77.5--ei­,4no Land Use 128lay-.41 Q Slopes(Iyo) r6' 7v Surface Stones .- D c / Distances from: Open Water Body 5e� ft Possible Wet Area P Y ft Drinking Water Well __n�ft Drainage Way n1A_ It Property Line �_ft Other ft SIMTCH:(Street name,dimensions of lot,exact locations of test holes&pere tests,locate wetlands fn proximity to holes) \ a Z I C � • I 1 DZ' � � � . cc) Parent material(geologic) l Depth to Bedrock /V� . Depth to Groundwater. Standing Water in Hole: Weeping Weeping from Pit Fttee .7 Estimated Seasonal High Groundwater /D &Vv 2-5 ��u q,? 1p t t 2 8�p 33 1 L/5L°�—(6 j1- DETEItl ATION FOR SEASONAL HIGH WATER TABLE Method Used: /V Depth Observed standing in obs.hole: lu, Deptli to soil mottles: in, Depth to weeping-from side of obs:hole: In, Groundwater Adjustment ft. Index Well tr Reading Date: .. Index Well levol „ Adj,fhelor m Adj.Croundwuter Level _ W -- PERCOLATION TEST D aie !f 'xfine Observation Hole# [ Time at 9" _ Depth of Perc Time at 6' 6 Start Pre-soak Time @ � Time(9"-6") /i9G1 End Pre-soak ! Rate Min./Inch Z'GfJ )06 Site Suitability Assessment Site Passed !/ Site Failed: Additional Testing Needed(YIN) r Original: Public Health Division Observation Hole Data To Be Completed on Back-=--------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the. • Barnstable Conseirvation Division at least one(1) week prior to beginning. Q:\S EPTIC\PERCFORM.DOC P. DEEP OBSERVATION DOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. onsi ten y %(3ravel) L� l � � y�s.� 4 Z" C "t FSO-11l 2,5 '6 120 DEEP OBSERVATION HOLE LOG Dole# 2 Depth from Soil Horizon. Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. o sister % ra " �� �9 lD 170 �D z d3 `ro DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil ther Surface(in.) (USDA) (Munsell) Mottling (Structu e,Stones,Boulders. ConsiAncv.%Graven DEEP OBSERVATION HOLE LOG Hole# _ Depth from Soil Horizon Soil Texture Soil Color soil Other Surface(in.) (USDA) (Munsell) Mottling ( tructare,Stones;Boulders. onsi ten i Flood Insurance Rate Maps Above 500 year flood boundary No— Yes . f Within 500 year boundary No` Y. Within 100 year flood boundary No.." Yes, Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious�m�aterial exist in all areas observed throughout the area proposed for the soil absorption system? _____[L_Z If not,what is the depth of naturally occurring pervious material? Certification I certify that on NOf�� l3 (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 r ring, xperd a nd�qqerienceAescribed in 10 CXM 15.017. Signatur Date // 17 Q:\SBPTICNPBRCFORM.DOC LOCATION SEWAGE PERMIT NO. W L.� (:L� R., VI I: AGE �� ate_vat INSTA LLER'S NAME R ADDRES RAiG 'E�:�.��S�� rucki; V `3ulldoKin ✓ Hyannis, Muss. 775-0823 GUILDER OR OWNER DATE PERMIT ISSUED DAT E COMPLIANCE ISSUED � / �/ '�1 �° C 3 � o �� Q �V d ' � � �. � A s � �.. �\ C �°. V C � V'� V� t �' � � i r i� �� o � � f . � �� n G d� .. -. No..•__..:20 - THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ........................ ...........OF.......................................................................................... /G Appliratiun fur Uiupuual Worka Tunitrurtiun Vamit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: • s - .........•--•-�........................................... ---...--------------------....--------------------.....--------------•------------•---•---.._. Location Ad es' y� or Lot No. ..._............. ................. -----• ..................... ................................................................................................. Owner Addr Installer Address Type of Building Size Lot............................Sq. feet U Dwelling—No. of Bedrooms______________________________ ___________Expansion Attic ( ) Garbage Grinder ( ) Other—T e of Building ............. No. of persons____________________________ Showers — Cafeteria a d Other fixtures ......................................................-•--•---•-•--•----------------•---••--•--••----- W Design Flow............................................gallons per person per day. Total daily flow,............................................ 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.......................................................................... Date........................................ aTest Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ f% Test Pit No. 2................minutes per inch Depth of Test Pit___________.________ Depth to ground water........................ x ------------------------------------------------------------------------•----------------------------------------------------- 0DescriPtion of Soil------ -- �- ---••• --_--• ---•- -••------••--_...------•----••------•----••- x V ••••--•-•-•--•-----•-._...-•••••---•--.......•--•-.....------•---•--------•------•----------•-----•--•------•-••-•---------•--•-•--•••••----••--•--•---•-------•--•••••••.................•----------••- ...............................I Nature of Repairs or Alterations—Answer when applicable___ '� __ _Is-r _�_ /'__._ _ __t9_ �n_k _ -•------•---------------------------------------------•-••-•-•--------------------•-................----•-----•-----------------------------•.......................................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TIT1, . 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been i sued by the board of health. ,/ Sig --•• - •-• � ","-z ..... Application Approved BY = -•-•--------- Date Application Disapproved for the following reasons---------------••--------• °= = ....................... ....-----•-------------•-•-•----•--------•-•-•-•••---•--•=-••-•---••••••-------------•-•-•--•--•----•--•--•-•••-----••---•---•-•-•---••----••----•--••--•--------------...-----••••••-•-------...._..._ Date PermitNo......................................................... Issued_....................................................... Date { Fmc.. ...... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH -•........................................OF.......................................................................................... Applirativaa for Disposal Works Tuaastrortioaa 1hrmit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: �.. � x Q lam' w .. iI� --• _........_................. . ...•...-----•-_-•--•--•• ._....... _•--.....__....------------•--•----......_... ......................................... Location-Ad e y or Lot No. r Owner Add a ..................•_••- Installer Address Type of Building Size Lot............................Sq. feet U Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( j Other—Type of Building No. of persons____________________________ Showers — Cafeteria a � Other fixtures ---------------------------------•-----••--••----------------•-------------------------.._..-•------------------------------._.........--•----------.. W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid'capacity__._..____._gallons Length................ Width................ Diameter................ Depth................ 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-••••--••-•••---•------••••-•-•••••--••••--•-•--••-•-•--•--•-•---•-•--••. Date........................................ aTest Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water........................ li, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ - - - O Description of Soil.......... ki. ...-•••-•----•-----•---------••----•-----•--••-•---••••---•-•••---- •---•---------------•••----•------•-•------••-- x U Nature of Repairs or Alterations—Answer when applicable_._ _ _- 11'____ _e °'__._ _xP_ Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of'IT 1,*"• 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been sued by the board of health. Sig -- .: _, ...................................................... Application Approved By•• �'----=•--='�-. � � � ------------- Date Application Disapproved for the following reasons_________________________________________________________________________________________________________________ ....................•-------------------•------------------------------------------------...-•------------•••-••-•---••--•-•-•••--••-....................................................-•------------ Date PermitNo......................................................... Issued........................................................ Date THE COMMONWEALTH OF MASSACHUSETTS BOARD., OF HEALTH _t�try ..........................................OF........ -:' . .......:........................._.........................._... %rrtifiratr of TompliFanu THI IS TO CERTIFY, T at t Ind aidual Se;op Disposal System constructed ( ) or Repaired ( ) st er ................... f has been installed in accordance with the provisions of TI i L:; 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...............................................2 -!b•j•&>,/---_.._.. Inspector...._.._.._..._.....---.._..•••••-•..._6__ :�&�_ .................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .................OF....... .`... ``. _...-....•--•..._.._•_. ...._........._.... No ....:.. ... FEE... ......_••-...... ry Disposa t Works uil ioat�: rrmif ,,,. f !ts"r� -----•------------------------••-•••.._......._...........-- Permission is hereby granted______�,.__�:"____�.�k..��:� ...._ _:___.'I-•_______.__ __ --._.. to Construct ) or Repair Q,.-)' Individual S w ge D sal s m ! Street as shown on the application for Disposal Works-Construction Permit No..................... Dated __..--------------------._..___._........ e,;r Boa o Health DATE............................... -----------------•- FORK 1255 HOBBS & WARREN, INC., PUBLISHERS k t salt I�, 1Yd HE;'i`r6^,!u} kvsn4e Nordh¢c1lmUui3!MA 02556 !,,,�_' wxM+.sialtnrchita�c4rxz�.eom I I U N .0 PROJECT INFORMATION DRAWING INDEX VICINITY MAP OWNER: Robert and Sandra Powers ---- O Sheet List PROJECT ADDRESS: 10 Massachusetts Ave. # ?� X. _ Hyannisport,MA 02647 Sheet Number Sheet Name � t..4a CONTRACTOR: Harbor Homes O 192 Teaticket Highway A000 Cover Sheet n 1 East Falmouth,MA 02536 � a� ar � i ph:508.540.6699 A001 General Notes Pat SciuW A011 First Floor Plan-Existing patsciuto@ver¢on.net A020 Exterior Elevations-Existing g A021 Exterior Elevations-Existing A100 Floor Plans-Proposed i ARCHITECT: Salt Architecture Inc. 'K r m�x 116 Highland Avenue A200 Exterior Elevations � �`���" N1e'7fch�rTls ta1111�tl „r° North Falmouth,MA 02556 ' �z `s 3 � '`ii.: 7' Ed'getu.. ph:506.560.9903 , L + � to ;r IIR� Chris Harris & SN charris@saltarchitecture.com � " ,ems DAP m - ���jGi AYC_•....,'."'°.Y, ��E ��c4GpHER p y l�C NO 5004 9 y, 06.04.15 Q 06.04.16 I.F.PERMIT 9 ✓�? k �.�`C4. _.a 2` 05.13.16. LF.PRICING Cover Sheet A000 r� ABBREVIATIONS GENERAL NOTES salt 1. SEE OUTLINE SPECIFICATIONS FOR ALL ARCHITECTURAL SPECIFICATIONS. racmrn, ur1,ru, a sa 5 0 g :5 a 0 9 9 U 3 + AND LAM LAMINATE SOD SEE CIVIL DRAWINGS 2. CONTRACTOR TO COMPARE ARCHITECTURAL DRAWINGS WITH STRUCTURAL,MECHANICAL,SOLAR DESIGN, vrw,salts httQct ru.�om LIGHTING,CIVIL&LANDSCAPE,AND WITH EXISTING GRADES AND EXISTING BUILDING CONDITIONS BEFORE ANGLE EA EACH LOC LOCATION SCHED SCHEDULED COMMENCING WORK.NOTIFY ARCHITECT OF ANY DISCREPANCIES AND OBTAIN ADEQUATE INFORMATION BEFORE PROCEEDING WITH THE WORK. AT ELECT ELECTRICAL SD SMOKE DETECTOR 3. DEMOLITION SHALL OCCUR AS REQUIRED BY THE SPECIFICATIONS AND AS SHOWN ON THE DRAWINGS. (E) EXISTING ELEV ELEVATION SED SEE ELECTRICAL DRAWINGS 4. DO NOT SCALE DRAWINGS. FOLLOW WRITTEN DIMENSIONS IN PREFERENCE TO SCALED MEASUREMENTS;DETAILS TO MAX MAXIMUM GENERAL DRAWINGS. IF FIGURES OR INFORMATION ARE INSUFFICIENT,INACCURATE,OR INCONSISTENT,NOTIFY N NEW EQ EQUAL MECH MECHANICAL SIM SIMILAR THE ARCHITECT AND OBTAIN ADEQUATE INFORMATION BEFORE PROCEEDING WITH THE WORK. EXSTG EXISTING MFCTR MANUFACTURER SL SLOPE 5. ALL WORK IS TO CONFORM WITH ALL APPLICABLE CODES AND ORDINANCES. AB ANCHOR BOLT EXT EXTERIOR MIN MINIMUM SLIDSEE LANDSCAPE DRAWINGS 8. ALL DIMENSIONS ARE TO FACE OF WOOD STUD FRAMING UNLESS OTHERWISE NOTED. ABV ABOVE STD STANDARD 7. ALL MANUFACTURED MATERIALS AND EQUIPMENT TO BE INSTALLED ACCORDING TO MANUFACTURER'S ADD'L ADDITIONAL FAC FACTORY MTL METAL SS STAINLESS STEEL SPECIFICATIONS AND INSTRUCTIONS. ADJ FLOOR DRAIN SSD SEE STRUCTURAL DRAWINGS 8. THE CONTRACTOR SHALL BE HELD RESPONSIBLE,SO FAR AS HIS OR HER OPERATIONS ARE CONCERNED,FOR THE ADJUSTABLE F.D. CARE AND PRESERVATION OF EXISTING UTILITIES,ROADS,SIDEWALKS AND ADJACENT PROPERTY. HE SHALL ALSO N.I.C. NOT IN CONTACT BE HELD RESPONSIBLE FOR THE CARE AND PRESERVATION OF EXISTING CONSTRUCTION TO REMAIN AND AFF ABOVE FINISH FLOOR FF FINISHED FLOOR STL STEEL VEGETATION TO REMAIN AS INDICATED ON THE DRAWINGS. ANY PART OF THEM INJURED,DAMAGED OR DISTURBED ALT ALTERNATE F.H.W.S. FLAT HEAD WOOD SCREW N.T.S. NOT TO SCALE STRC STRUCTURAL BECAUSE OF HIS OR HER WORK SHALL BE REPAIRED,REPLACED,OR CLEANED AT CONTRACTOR'S EXPENSE. APPRO APPROXIMATE FIN FINISH NAT NATURAL SUPPL SUPPLEMENTAL 9 DURING CONSTRUCTION ANDALL FIRE PROTECTION REMENTS SHALL BE AFTER FINAL INSPECTION. LLED,MADE SERVICEABLE AND MAINTAINED PRIOR TO, X NO./# NUMBER FL FLOOR SUSP SUSPENDED 10. PROVIDE ADEQUATE COMBUSTION AIR FOR APPLIANCES AND MECHANICAL EQUIPMENT.BD O.C. ON CENTER ` ` B/W O.D. OUTSIDE DIAMETER BOARD FLSH'G PLASHING 11. TYPICAL MATERIALS FOR EXTERIOR ELEVATIONS ARE CALLED OUT ON THE FRONT ELEVATION. u BLDG BETWEEN F.D. FACE OF... T&G TONGUE AND GROOVE 12. TYPICAL MATERIALS FOR INTERIOR ELEVATIONS ARE NOTED ON VIEW 1/A400. W BUILDING F.W. FINISH WALL T.O. TOP OF... O.DR. OVERFLOW DRAIN BLOCK TEL TELEPHONE BLK O.F.C.I. OWNER FURNISHED,BLKG • BLOCKING GA GAUGE CONTRACTOR INSTALLED THK THICK OR THICKNESS Q BM BEAM GAL GALLON O.H. OPPOSITE HAND TS TUBE STEEL B.O. BOTTOM OF... GALV GALVANIZED TYP TYPICAL SYMBOLS `� GL GLASS PERF PERFORATED C CHANNEL (G) GUTTER P.H.W.S. PAN HEAD WOOD SCREW U.B.C. UNIFORM BUILDING CODE L.s 0 CDR CEDAR GWB GYPSUM WALL BOARD PL PLATE U.N.O. UNLESS NOTED OTHERWISE ELEVATION NO. GYPSUM PLYWO PLYWOOD SHEET NO. DRAWN O.CLG DRAWNON DETAIL CEILING GYP C.H. CEILING HEIGHT PNL PANEL VAR VARIES BUILDING ELEVATION SECTION DETAIL REFERENCE CNTR CENTER HDR HEADER PTD PAINTED VER VERIFY SECTION X CENTER LINE HDW HARDWARE PNT PAINT VERT VERTICAL X A-X X CL SHEET NO. CERAMIC TILE HORIZ HORIZONTAL PT POINT V.I.F. VERIFY IN FIELD DRAWN ON INTERIOR ELEVATION C.J. CT CONTROL JOINT Hg HOSE BIB PTN PARTITION V.G. V-GROOVE WALL SECTION O CLEAR HT HEIGHT SECTION CUR _ CONCRETE MASONRY UNIT R. ROUND W WASHER SHEET NO. DOOR MARK CMU DRAWN ON COL COLUMN I.D. INSIDE DIAMETER RDWD REDWOOD W/ WITH BUILDING SECTION IL CONCRETE I.F.C. ISSUED FOR R.H.W.S. ROUND HEAD WOOD SCREW WD WOOD REVISION NO. DETAIL CONC CONSTRUCTION CONTINUOUS I.F.P. R.O. ROUGH OPENING W.R. WATER RESISTANT SHEET CONT ISSUED FOR PERMITTING DRAWN ON O 1E-SO ARc, INS RAD RADIUS WP WATERPROOFING WINDOW MARK wry UpHER p ! INSULATION PLAN DETAIL REFERENCE INT REN REINFORCING T _.Noama',p INTERIOR !`I1 2 o FA1- TM'r"r DOUBLE REQ'D REQUIRED ® ' DBL DIAM DIAMETER JST• JOIST RM ROOM FLOOR ELEV.REF NORTH ARROW n . OR SPOT ELEV. 08.04.15- DIMENSION DIM - JT JOINT DOWN ON DOWNSPOUT K.D.D.F. (DS) KILN DRIED DOUGLAS FIR 6%A4.55 I.F.PERMIT DOOR O 13.55 LF.MaNG DR DETAIL General DTL DRAWING Notes DWG A001 i I II � I I a� i I I i ' I j IIII b8 i i I .X 8 li Ilil 111 Ij i I I - --- I I fi i I I i i I I I I I ��—�i—i 1—��fi ���—i--•—I�T'--I —� r— I" , IIII ' , I I : ; I � I111 � I I I ; ' III ; II , II t � . I Ifl it Ili or- ----------------------------------- _I : ' y I n' s� lle � g •� i I , I � I I , I I I � � I 1 I I I I I I II hill • III �. Ij � � -�I.-I• � * 1 i T I i L I I i of I I I T'l , CL I I 10 1 - 1 i rl� L �Tdl 1— I i 1 1 1 s NZ � a _ Ngg� oo=l�o Powers Residence e m oII N Q N°�^ sJ it8� a z m s$ �� Hyannisport, MA , � m dV ;6 N a C �m X I i if I 1 • � ' � - - 11f1 I. i I I-� , III 111 I I � II Ii HO , - — I .. I I _ 11 Ili, I I I ' I I •I I . � � I 'I I 1 i I I 1 rtrtntrtm!>m^mIP 1 i t ®® I I I, I I I I I ®® _ I II III �I I i I LLJ Hi if lit; 'I ' I r 1 r I I I I' I I 1ifI II II ®® if 1.... :.I�. � �. I I Ili. •' �, -:.; 1 I. �' I 1 ®® 1 I I , II If 1 ;III I - i I j ! ! •- 11 Iijil ®® I II I II- 1 I � I'I III i jl III f . II ; I I 1 I II 'Ilt'l - WW11llW '. j I ' - ' I 1 cn O Y J m 'w P GHR/gr<S� a Ago°mo Powers Residence a O N Q __ N OC S R n V it O S CL ' Q A nS�°�y Hyannisport, MA N y� 1 I� N am m §� �m » A m m x. v. y O m X. i 1 I RIM t 1- � 1 r I I r 1.. 1 .1. 1 _ t { ®® } ' 11 ®® _ I I 5 N Z p m w> cHais fr - W ssry]]yy�� - G1�9 Powers Residence o s OA 3ya m0 rs q. p �Q Nc'a n � SOTJFA9' ►v �3 8 ;sy Hyannisport, MA 1 � aN � —sa t 3 =1:9 - dixe RENSHEATHINGAIL EXSTG.W/8D COMMON NAILS @ 16"O.CG AND L (1)S M POST D T(OP D BOTTOM&f A 1:1&. H(ghlohd Aver2us 3 1SD BOX NAILS M 12"O.C.FROM BOTTOM SIMP.HGA10KT TOP&BOTTOM North Falmouth MA 02554 (, PLATE TO RIM JOIST BELOW (2)1 33"x 912"LVL MDR 5 6 8 5 6 O. 9 9 0 3 PAD 2X4 WALL IN 7'TO ALLOW FOR POCKET DOOR ANDPLUMBING MBO fLOF ROOM ( CE OF INT.WALLEQ '^'1'•'V+splte7rcilltac:tute:�ons EO SEE WINDOW NOTE#12 IX6T0. �10"POURED-IN-PLACE CONCRETE FDTN. '-4718" 7- 31B' 17.7° 7-B6I8" �i ALIGN—• IXIBTING CMU RETfUiJING WAIL NEW WINDOW TO MATCH EXSTG.UNIT SIZE � ,''•� TO REMAIN IF POSSIBLE OR GC TO CONFIRM WNDOW SIZES AND REBUILT IN IXSTO.LCX:ATION SPECS.PRIOR TO ORDERING,IYP. A I (4)TW21042 TW2442 I- - - PROVIDE 4"SHELF TO ALLOW FOR ALIGNED BOTTOM SHINGLE COURSE r� 7- -r StB II H, EO EO TOP OF 6"STEM TO A_ION WITH EXSTG.TOP OF FDTN.WALL -.I. F.—I I' 1 GC TO CONFIRM IF SMIELF IS NECESSARY FOR ALIGNMENT OF BOTTOM SHINGLE COURSE a fFBath (1)2x4 POST W/(1)SIMP . .CUT G,CMU 1NT0 EDGE OF 24 X 17 STRIP FTG.BELOW - -...._. i } j. _ _ H2 6A .-- IXBTO.CMU WALL L m TILE'"-- 1 -m __ _ ....._ a NEW UNVEIJTED CRAWLSPACE). .1 � s"+- 3 1.3 i2" c5 N HARD4�WOD Fun THROUGHOUT TO - .a Wl3"CONCRETE SLAB. I i I : - -� i �^-1—I. -_ .__. MATftllaSteT BBdf00lYI - ' 12"SHELVES ` PROVIDE MECHANICAL I t VENTIALTIO'J AS PER CODE FOR ' I PANASONIC NMISPERGREEN-IITE 11DCFM SEALED CRAViLSPACE I VENT TO EXTERIOR THROUGHSIDEWALL t.. I FV-11VKL3 m.� -� rfy ._ _ __ v _.till HBFb�1030E-__—. _<__•- _- . I. 1 INSULATED HARD PIPE IN ATTIC His Goset - r 668 2668 - I PROVIDE PUSH BUTTON TIMER SWITCH b _ _-rn HALF FULL HALF FULL HEIGHT HANGING _ O -- HALF HEIGT HANGING RODS W 1 - HALF DOUBLE HANGING RODS --.__. .. . I . d Basement - �� i I � �EXSTG DOORTOREMAIN W UNFINSHED CONCRETE SLAB IXSO CRAWLSPACE j - ,il ! 3 - i I � 3 •N L i I GENERAL NOTES WINDCANNOTES - GRAPHIC REPRESENTATION OF WALL THICKNESS 1 Fdtn Plan NEW INCLUDES ALL WALL.LAYERS INCLUDING SHEAT14NO AND i I {— INTEPoOR/EXTEPorNt KNISH MATERIALS 1. GC to confirm ALL R(Os with plane pdo rtoeming.2. GCtocon8tma windows.Assumed tobeAnde en �I ALL DIMENSIONS FROM FACE OF STUD,UNLESS NOTED Insert Replacement.New windows to match setts&Sizes on OTHERWISE drawing assumes 40C Series. 3. All units to be w/Low-e4 w/argon glazing. I(G) IDS) ALL NEW WALLS 2X4 0 16^O.C.((.XT.&INT.) 4. See elevation for Nes and operation.All grilles to be b/w glass. 5. Hardware cola-TBD by Owner ALL WINDOWS AND DOORS MEASURED TO THE RO,U.N,O. 6. All operating casemer•ts to have white aluminum saws.All -._... -..... ... .__. double hung units to tie"white aluminum full screens. O -'i-' - -- - -- -- ALL INTERIOR WALLS TO TIE INTC LADDER BLOCKING AT 7. All extension lambs is be confirmed by GC. - - EXTERIOR WALL 8. Provide tempered giesm as required by code. j' 9. irl plywood prepared as per code to be pra4ded for opening O HEAT DETECTOR protection by GC. —EXTEND WHITE ALUMINUM GUTTER SMOKE DETECTOR 10. All ganged deed wri do wJ white nmad (I stud)stud pocket NEW DOWNSPOUT TO MATCH EXISTING ® P Awrdn COMBINATION SMOKEJ CO 12 Fram ssi 400 Ser94318"x7-111/4" R.O.size- 74718^x7-11314" 13, See VA200 for casenwit window details. ' (2)2X4 END POST W/SIMP,DTT2Z HOLD DOWN& NEW MEMBRANE ROOF TO ; i I MA-CH EXISTING FDTN. 1J2"CIA.ANCHOR ROD EPDXIED 6"MIN.INTO NEW FDTN.WALL MASTER BATH FINISH NOTES INTO ODRF EXSTG.EANDFLL SOLIDVW L IS GROUT ND ROD 24" 1. ASSUME STONE)PORCELAIN TILE FLOOR. j 2. ASSUMETILE WAINSCOT TO APPROX.42"AFF W03 FLLL 2 First Floor HEIGHT TILED WALLS IN SHOWER. 1/4"=1'-0" 3. SHOWER FIXTURES TO INCLUDE AT LEAST(1)HANDHELD 1 I AND(1)HEAD. - - 4. PROVIDE SOLID BLOCKING FOR FUTURE GRAB BARS Q SHOWER AND TOILET. -- - - --- - - PROVIDE SOLID BLOCKING FOR TOWEL BARS AND TOILET ` 6 .LC,11TI0 EAR PROVIDEVB"E UA ��OPND ' ( PAPER HOLDER D -� ARCHITECT. ' 5. STONE(X1RB(,I SHIJW ER TO MATCH VANITY TOP ER D ... .. -_ ._ -I I IF FLOOR TDIRLAEI3RECTILIN SO RE -- - - -- i - SHOWER N CO'✓ER. ¢'No.5n304 _ r i 1 I 7. ASSUME TILED BENCH IN SHOWER AND(1) 20"NICHE. = FALMDU1kr. r MASS.. + 1 3 i i :�' � . ... � 06.04.15, I i RIDGE _.._ f—-_'-I -- -- ------- -- - -a = -__ _ RESHINGLE AS NECESSARY W/ASPHALT SHINGLES TO MATCH EXISTING ... (....-_ O8. .1S I, .PERMIT �) 05.13.15 I,F.PPoCING - - r Floor Plans Proposed 1 RiDGr _ _ lI ,Ifj4 -I - -. _- -- lit __ --a - Al 00 Roof 7 t 3 A200 North Falmouth MA 02554 5 0 8 . 5 6 0 . 9 9 0 3 I www.saltarctrttecture.c0 E_ } . 1 '�--�ADDITION - T , -1j �.'1 I_J._��ffjr. .^ I 1 , "" ^^• � _ ( -1 Lj ��..— --�_. � L EE .-. _- L _. jj l 3 r - NEW MEMBRANE ROOF TO MATCH IXSTG. -� I I _ EXTEND GUTTER,FASCIA AND I®••�`��-'i`-"��'�"'"`y '-��-' ®�� ..�� -�-�� - __ SOFFIT.PTl),TO MATCH IXSTG 'LL __ -i ___ . i-r- 1 _ 1 .,. _ INSULATION SCHEDULE-AS PER PERSCRIPTIVE IEOC 2012 � EXTEND IXSTG FRIEZE,PTD. scll� FIRST FIR.JOISTS FORMALDEHYDE FREE FIBERGLASS BATTS R-30 PRIMED RED CEDAR CORNER ..i;: -,I ,,:- n I IL,-l--�- l I II'1 III ? I RIM JOIST 2°CLOSED CELL FOAM R•21 BOARD TO MATCH IXSTG DIM.. : I :1 +-, .. .., "1 !li t I 1 L II I _li 1.:,. ! _lll-- -�I- --- Lit_-- .i 4 .....-.d __NANDOW l� L:I - tnI pp PTD. � _ - 1 ..'. ;' -SEE �r .'' � L�""� �I .. ._ .r'� I T -, ,- � �I II'�I�I I is�_ I it� I I�711� II i�i I Il1l l (�� EXTERIOR WALL CAVITY 3'CLOSED CELL FOAM R•20 J _NOTES 1i 1 ' t.:.;. '.,,. l 'a12.:: .:,... t.TW2442� -f ,•- - ri il ll Ill III '!I IIll !i! INTERIOR WAILS FORMALDEHYDE FREE FIBERGLASS BATTS ENTIRE MASTER SUITE TO BE STRIPPED TO �.� .... ..i:,::.; .. BEYONDCORNER:':C i ..L.�: ��1.�Q�.I I IIII;I�ILII'INII ILiIf It If I III it it if SHEATHING AND RESHINGLED W9 WHITE ..I.�. ...�,..:.;,... :..': :,...�.,. -.,.: ...._ I!, CEDAR SHINGLES TO MATCH IXSTG,HOUSE3 'I r ._. J.-. ..:,,..r :.,-. .!..,,. T. J.,..;. ,!. :,,..._,� -1 .. _ iI lL ` .I Il 'll�l� '1- .. ATTIC FLR RIM JCIST 7CLOSED CELL FOAM R-21 SEE A100 FOR SHEATHING NAILING DETAILS :.-~ ��j`��'( III 1 FRAMING CLOSED CELL FOAM R-49 ROOF RAM G 6-r *REVIEW OPTIONS NB OWNER FOR REMOVING IXSTG.MASTER SUITE CEILING AND INSULATING �_- RAFTER LEVEL W/CLOSEOCELL FOAM „ IF EXST'G.CEILING TO REMAIN,MUST PROVIDE CON7 AIR aARPoER BM!ESTG.ATTIC SPACE A 40 NEW INSULATED ATTIC SPACE REFER TO TABLE R402.4.1.1 IN lECC2012 FOR ALL AIR BARRIER AND INSULATION INSTALLATIO14 FOR -I J ALL AIR SEALING REQUIREMENTS ALL NEW ROOFS TO BE INSULATED AT RAFTER LEVEL,ROOFS TO BE UNVENTED I ,) .j ADDITION STRAPPING AND 112'13LUEBOARD • IXSTG.RETAINING WALL TO REMAIN,IF POSSIBLE SKIM COAT PLASTER,SMOO'H FINISH,TYP. v, SEE INSULATION NOTE REGARDING EBIG.CEILING IF RAFIERS A` O 3 IXSTG ACCESS DOOR AND WNDOW TO REMAIN .-- OVERLAP 24'CCENTERED OVER W 2X8 RAFTERS®16'O.C. WALL BELOW Notlh Elevation-PTSposed A200 PRO41DE SIMP.H2.5A®EACH RAFTER',TO TOP PLATE 1 t o =1'-0` HANGER TO BE ON SHEATHING SIDE PROVIDE CONT.AIR BARRIER B/4V NEW AND OLDATTIC SPACES- '^ PROVIDE SIMP,KNEE L EACH N 0 MEMBRANE AND UNDERLA,YMENT5 CPXHEATHING \ RAFTER TO KNEE WALL 5l8"COX SHEATHING SOFFIT,OVERHANG,FASCIA„AND GUTTER TO;MTCH ESTG First F!,-T.O.Plate -- ATTACH PLATE TO IXSTG. !'-!'l l4` .IOISTS Wr(2)4+TIMBERLOK O IXSTG.-V.I.F. 6 CEILNG JOISTS(a I O.C. SCREWS�EACH JOIST First Fir-T.O.Door/ Window RO IXSTG.-V.I.F. \ (2:;2X6 HOR,TYP. (2)13/4'X 912'LVL HDR 4-UNIT DOUBLE HUNG 1 MITE CEDAR SHINGLES TO ta1fiTCH IXSTG. � 160 FELT Her('.IOSet Offl 1PF COX PLYWOOD,TAPE SEAMS APPROX.R-20 CLOSED CELL FOAM,INSULATION 2X4 STUD 0 16°O.C. / iX4 FLAT,PTD.,TYP. iC BLUEBOARD N9 SKIM COAT PLASTER,PTD. STOOLS TO MATCH EXSTO. 1X6 FLAT,PTD.,TYP. 1EPNER MATCH IXSTG.RAKE AND SHADOW80"D First Floor-Top o4AV mob.Q y`�o PRIMED RED CEDAR,PTD. $Ubtl00r �- �¢'NO..503d1 N - �'I 7 ham'J I �� r y I ESTG.ROOF PROFILE _ - -. 2x10 18' a V fll .. -On FAL64 UTH. ! - O.C. '•,l MAss.. NEW ROOF OVERFRAMEDON EXSTO.ROOF — - - - __ - Foun o N< GC TO CONFIRM i RIM JOIST- .�T _. .. ...- `06.04.15 A 1.1 112 7O ° .___NEW WINDOWS ALIC+�ED TO IX9TG.HDR HEIGHT 1?ANCHOR BOLT 48' : _ El05TG ORAWLSPACE -:1 pTION PRIOR TO HANGING w. -(�(I { - COUNT ER SINK BOLT INTO d-8", PTO CRAWI.SFACE LE iti _ IGHT TO MATCH IXSTO.ADJACENT CRAWLSPACE /, [ }--'I!��j� TOP PLATE +�X I,. I- ( i I Lit_LJ �-JL- _ ET - _ - _ 1 ._. _ _. 06.04.18 I.F.PERMIT CASEMENTWINDOW APPROPRIATE E� ARE C � 08.13.15 LF.PRICING CIDREQUIREMENTS APP NAROW _. -'., ."- I 1�-VV-- •.. I -,: GC TO CONFIRM WINDOW ARM OPERATOR NECESSARY 1P CONCRETE F„DTN.WALL 11 TO MEET EGRESS CODE PROVIDE BITUMINOUS X •.-"�. tom`,• r WATERPROOFING WHERE BELOW - 1� I PROVIDE MEETING RAIL MUNTIN APPLIED TO GLASS INT GRADE ANDADJACENT TO Elevations i ' ,;. .... _ ` 'I - •*, I �' l- ���I. IL EXT.WITH BNVTHE GLASS GRILLES INTERIOR SPACE e i GC TO CONFRM DEPTH OF EXISTING CRAWLSPACE WALL AND FTG. _ ALIGN 31/7 F`I KEY `—TRIM AND WINDOW SILL TO MATCH EXSTO., 3"DUST COVER_ PRIMED RE CEDAR PTD. - SEAL POLY, OVERLAP EMS 9% As indicated ADDITION (2)46 BARS Q BOTTOM EXTEND POLY 6'MIN.UP FDTN. WALL AND SEAL TO FOTN.WALL g 6°COMPACTED GRAVEL FILL East Elevation-Proposed „4`�,'0` A200 n Proposed BId 9 Section 2 0 architecture 116 Highland Avenu Ncrth Falmouth MA US 0 a . 5 6 0 9 9 0 �.=Itcrchltecture.corr LIMIT OF WORK -------------------------------------------------------------------------- 1 I t 1 1 i - Master Cl o at 1 U Master Bedroom Master Bath 11 1 i 1 I ♦/1 Sun Room KA,ner '� � Powder � �. � iP i aGC10S8t-- C 2 A011 n` . - ' - W I 1 & 1 1 1 1 ETAN �• I STAIR DN 1 1 �.. m,u.•.»,,.w-_- nP ,ff.,...M. ,. _ ire..^•qye .. � • A 1— STAIR UP WE X0'Y-'-rrI Li ',_ 1 _� OU A v� T • ._____� __ _ _,�-�' ..z'E5'? z .:m!nm�n. -. `�sa s .r'.. .-,vn -rVutv:sr:. _. - 8 U FALMTI.� cdh-03.24.17 First Floor-Existing _ - �O 03.2.77 I.F.PERMIT 03.0817 I.F.PRICING (� First Floor v h j�i Plan- G�-tM Existing AD1, 1 1/4"=1'-(Y' �� A010 JOB NO. B14-10 NOTES Powers.dwg FB30/72 SB13/64 1. LOCUS IS A.M. 287, PARCEL 027. 2. ELEVATIONS SHOWN ARE APPROX. TOWN GISf0.3'. CONSTRUCTION NOTE: THE EXISTI FAUCET AND ITS WATER SUPPLY C OLD ON FIRM PANEL 0568J DATED JULY 16, 2014. Q _40 G ( ) LINE CONTROL PROPOSED LEACHI AREA DETAIL * 3. LOCUS IS IN FLOOD ZONE X 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) DIG WATER SUPPLY LINE BACK TOWARDS THE HOUSE AND ADJUST.CONTRACTOR TO HAND 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100 ARE ON TOWN WATER. PROPOSED LEACHING TO BE 10' OFF SAID WATER SUPPLY LINE, IF " = ' 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. NECESSARY. OR HAVE PLUMBER CUT AND CAP WATER SUPPLY LINE. 1 20 7. INLET TEE TO PROJECT DOWN 13 , OUTLET TEE DOWN 14 . NOT TO 8. IF TWO OR MORE LINES, WATER TEST D-BOX FOR EQUAL FLOW `e _-- - LEACH INV=30.60 SCALE D-BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. - "D" OUT INV.=30.73 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. "D" IN INV. = 30.90 „ RESERVE 03.1 COVERS: BUILD UP COVERS TO 6 BELOW GRADE--2 ON TANK 1 ON D-BOX 2 ON LEACHING LOCATION MAP BOT. LEACH=28.6 > - - 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP. 71' 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. --- _ _ __ 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5 AROUND AND UNDER LEACHING - 61 IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). -- 33.94 13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN 04z" 2 LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. TEST HOLE 1 r� 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. DEPTH (inches) ELEV.(feet) AVE4P 24,6 Fill *USE I F F p 33.0 LAKE rrl-n 15 31.8 6 ° AUCET Deck1818 ELIMINATED iz TEST HOLE DATE: November 17`,'2014 B layer 10yr 5/6 L loamy sand 28 PERFORMED BY: Ron Cadillac, Soil Evaluator ----- 145't " � WITNESSED BY: Donna Miorandi, RS 44 44" 29.3 PERC RATE: <2'-00"/inch (B layer) N/F SOIL SURVEY(1993): Carver coarse sand y 9 30 �� POWERS GEOLOGIC MAP(1986): Barnstable plain deposits 3o Invert 35.58 C layer 2.5y 6/3 ' Proposed PLUMB Invert 34.44 med to fine sand J FExisting as Baffle 2 DRY WELLS 130.98 ,-1 EXISTING SLEEVE SEWER LINE WITH- "' Invert 30.33 I FAUSET � IN 10' OF WHERE SEWER AND WATER LINES CROSS �� 9" min. cover Proposed Top Conc.=31.0 OR CUT AND CAP WATER LINE. S=1 /4 /ft Top Peastone=30.6 132„ no water22 p Existing /ft S=1/8"/ft C I _ 3LA ------------- Invert 35.00 1000 Gal. min. 32.9 CONC. 'f 32�9 Existing Septic Tank /--------- 1 3.1 ---- -- 328 ` i T TEST HOLE 2 o 33,0 0 74.69' i Invert 30.50 Invert 30.20 28.2 DEPTH (inches) ELEV.(feet) 6 Stone Or compact Proposed Proposed � 6.2 Bottom p 33.9 I NO GRADE CHANGES IFill 3 34 I 0 4.6 , 29 -New Line I N , 5 ARE PROPOSED r-- 85 i �- 1 Bottom TH1=22.0 15" 32.7 I , Exlst. PVC Line OK 13 33.5 \�`��/ 9 66 6,3 3 36 3 CD 4 9 (D B layer 10yr 5/6 2 H z 35,5 36 6 DESIGN DATA loamy sand 4 3 ,7 •s. BENCH MARK--TOP OF SPIKE SET 00 36,9 BEDROOMS: 4 LEACH AREA 44 30.2 DOWN 1"= 36.00 GISf0.3' I 35 0 362 1 3� 3 GARBAGE GRINDER: No 3�' (3'-5^ OFF DECK & 12'-11" OFF HOUSE CORN.) �6 Exist. ��'T'n REQUIRED CAPACITY: 440 GPD USE 2 500 GALLON DRY WELLS SET I Deck EXISTING SEPTIC TANK: 1000 GAL. 8' APART AND WITH 4' OF STONE ALL C layer 2.5y 6/3 AREA- 30 , 500+ S. �. AROUND TO MAKE A 33' LONG BY 13' - 0 A ING AREA. 429 SF med to fine sand x' 35.0 S7 " :::; F BOTT M LE CH WIDE BY 2' DEEP LEACH AREA. 3 68- 35,5 ANDERSON [(33 X 13 )] EXISTING HOUSE SIDE LEACHING AREA: 184 SF C. 382 N0. 10 [2(33'+ 13') X 2' DEEP)] 132" no water 22.9 DESIGN CAPACITY: 453 GPD 37.1 39'8 41 [(429 SF + 184 SF) X .74 GPD/SF] INSPECTION SCHEDULE 38,0 42.0 417 CALL R.J. CADILLAC TO c 42 INSPECT PRIOR TO BACKFILL. I o 424 -- 42.6 38 9 N I 44 39�6 r--4��4------- 3 53 42.8 I -- -- 45.6 4H\ 198.75' _, STONE PARKING \,,,39.22 _ - -� 45 41 I a 46.5 48.0 4 8 STONE PARKING -J �44,1 44.62 L4�� _�'- l o i MASSACHUSETTS BENCH MARK--TOP MAG. NAIL AVE41 IN PAVEMENT= 41.60 GISf0.3' 0 41.6! SITE PLAN FOR THIS PLAN IS A VALID COPY ONLY IF IT BEARS CHARLES A . POWERS , JR . AN ORIGINAL RED STAMP AND SIGNATURE. NOMINEE TRUST LEGEND � . TH 1 TEST HOLE LOCATION, NUMBER sq �P���°FMgssgc 10 M ASSACH U SETTS AVE, H YAN N I SP OR T, MA W- FRONT WATER LINE LOCATION FROM ASBUILT RONALD ys`" `�o� RONALD y�N 9.5 x 8.7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) o JAMES � o JAMES A P R I L 3 2015 SCALE. 1 = 2 0' EXISTING CONTOUR CADILLAC00, #3 77SI # 1060 •O #35779 � FG,S1E�� � FEss,o �- RONALD J. CADILLAC, PLS, IRS, P. C. g- PROPOSED CONTOUR �41, 0 UTILITY POLE (IF SHOWN) ANifiA�� ^' ` 7�4 i suR�E ® EXISTING DRAINAGE CATCH BASIN I PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN x FENCE (IF SHOWN, NOT ALL SHOWN) P.O. BOX 258 0 TREE (IF SHOWN, NOT ALL SHOWN) WEST YARMOUTH, MA 02673 HEALTH AGENT APPROVAL DATE (508) 775-9700 © 2014 BY R.J. CADILLAC PAGE 1 OF 1