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HomeMy WebLinkAbout0186 TOBEY WAY - Health 1186 o ey ay 247-237 k. Hyannis TOWN OF BARNSTABLE LOCATION er=,\Z� SEWAGE# QQQ \'j VILLAGE 4j, ,,tu„��;,3, �r \ ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY �Q�a �x u;�•,v„ SAS- LEACHING FACILITY: (type) " _/ —,�„�,�.� (size) NO.OF BEDROOMS OWNER PERMIT DATE: 1C I �► COMPLIANCE DATE: 1� Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility S 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) r Feet FURNISHED BY ol 3 O L( . S_ !T �• f J TN . Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 9ppliLation for Misposar 6pBtrm ConstrULtion Permit Application for a Permit to Construct( ) Repair(i<Upgrade(' ) Abandon( ) ❑Complete System ndividual Components Location Ad re No.`��� � �,�,�� Owner's Name,Address,and Tel.No. q 3 Assessor's az el a oZ3 �`'( dos s_ V.t���w e� Installer's Name,Address, n 1.No. Sb`?- -<9DS'_T Designer's Name,Address,and Tel.No. �5n'g. '3 '3'25 r J'-'5 -.4So•tiS v -%0 , SA t Type of Building: Dwelling No.of Bedrooms Lot Size ,na'7 sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 1 gpd Design flow provided ' �/� gpd Plan Date , ,�,Q_ �����Number of sheets p� Revision Date Title Size of Septic Tank � wmdType of S.A.S. C�,A���-,�- / eve$ Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of 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 oard of Health. igned Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. L� Date Issued N Fee µ THE C(3M�yM.Q�WEALTH OF MASSACHUSETTS Entered in computer: YesC_ PUBLIC HEALTH DIVISION TOWN OF BARNSTABLE, MASSACHUSETTS application for Misposal *pstem Construction Permit Application for a Permit to Construct( ) Repair(Upgrade( ) Abandon( ) ❑Complete System ndividual Components M Location Address o�ot No.`fir-- w�` Owner's Name,Address,and Tel:No.-7 7 Assessorsaval -� �4. epos 5 Installer's Name,Address, nd 1.No. SQ`Q $' Designer's Name,AddreN,and Tel.No. ��g 3 3 3/j -cs.�� �.�s�_�-k�4c��"►,v\.� V"",��`l 73�-'s -.�So.n.S�'"�-�C . Type of Building: Dwelling No.of Bedrooms ,' Lot Size f"')R 77 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 , �T� Number of sheets �_ Revision Date Title n, Size of Septic Tank Description of Soil � d�a / Nature of Repairs or Alterations(Answer when applicable) T_n - �_ � Cf+ ♦A 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 Board of Health. igned Date _ Application Approved by Date Application Disapproved by Date for the following reasons Permit No. KC)/ �" J Date Issued --------------------------G------------------------------------------------------' THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance � ._ THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(V11" Upgraded( ) Abandoned( )by -._�- L e-A t iZrZ 1" �4 .` ,at Q has been constructed in accordance y. with the provisions of Title 5 and the for Disposal SY\§tem Construction Permit NOS—,)5 dated Installer� —'�'-5��+?�! , ... Designer #bedrooms Approved design flow gpd The issuance of this permit s:all not be construed as a guarantee that the system w' cti as design d. Tate 11 i Inspector _ Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS Misposal 6pstem Construction Permit Permission is her by granted to Construct( ) Repair(,,I' Upgrade( ) Abandon( ) '"`System located at and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be ompleted within three years of the date of this j5ermit. Date �n Approved Town of Barnstable ''D ,� Regulatory Services Richard V. Scak Interim Director ` Public Health Division Mr.+ Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: 23 Sewage Permit# tc��(- �!6 Assessor's Map\Parcel2- � Designer: /41(,, Installer: k Address: 13&-r- Address: Tjr;4g 2�9: On���-- �-A, V J r r Aw s issued a permit to install a da (installer) �� septic system at 1`6(o TO A3 C w V t m*� b'b�sed on a design drawn by eP (address) dated (desi er) rA I certify that the s tic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Strip out(if required)was inspected and the soils were found satisfactory. I certify that the system referenced above was constructed in compliance with the terms of the IAA approval letters (if applicable) OF olnsWler's Signature) / No. il De igner's Signature) (Affix ere) PLEASE RETURN TO BARN ABLE PUBLIC HEALTH D N. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. QASeptic\Designer Certificarion Form Rev 8-14-13.doc TANDARD LEGEND # x NOTE:not all symbols will appear on a map X MAP 6 �� GOLF COURSE FAIRWAY _ 17 Fmk MAP 68 6 # 1 0 r v Yw� EDGE OF DECIDUOUS TREES 'M 47 " MAP 4T MAP 247 iM �2 7 2 I 131 EDGE Of BRUSH 7 I ORCHARD OR NURSERY I #52 #4 _______ X— P-v-V-v EDGE OF CONIFEROUS TREES MAP J , MARSH AREA # EDGE OF WATER kDFR _ / _X ; --- -_ _ _ _ = DIRT ROAD M g----- M P 247 MAP 2 7' 8 5 - � DRIVEWAY 17 �— PARKING LOT _�"1 47 # 17 M I PAVED ROAD M P 247 #-27 DRAINAGE DITCH P 24 — - #37 - 1 -- - #`57 - _ - - - - - PATH TRAIL 0 X - MAP 247 M/P 68 PARCEL LINE 0 # 17 MAP 326'� 021-e PARCEL NUMBER MAP 247 X #367` HOUSE NUMBER 237 I 2 FOOT CONTOUR LINE # 186 - --E0 10 FOOT CONTOUR LINE AP 26 Elevation based on NGVD29 83 i/4.9 SPOT ELEVATION t 9 MAP 247 MAP 247 M 2 247 5 '- �o STONE WALL MAP 247 2 41-0 01 #209 # 187 -X—X- FENCE 241-002 #219 ------ ��� RETAINING WALL #239 -------- MAP 8 �t RAIL ROAD TRACK 18 #87 STONE JETTY X X X--1 SWIMMING POOL O x L PORCH/DECK 0 BUILDING/STRUCTURE MA 8 DOCK/PIER 2 MAP 268 #77 ' 132 003 HYDRANT # # 170 e VALVE O MANHOLE O POST (07 FLAG POLE T O `W N O F B A R N S T A 6 L E G E O G R A P H 1 C 1 N F O R M A T 1 O N S Y S T E M S U N 1 T a SIGN ® STORM DRAIN x PRINTED SCALE:IN FEET *NOTE:Planimetria,to p y graphic P ( photographs _ = topography,and **NOTE:The areal lines are only ra hie representation' DATA SOURCES:Planimetria man-made features)were interpreted from 1995 aerial y e James p� UTILITY POLE, a TOWER wE - T I vegetation were mopped to meet National of property boundaries.They are not true locations,and W.Sewall Company.Topography and vegetation were interpreted from 1989 aerial photographs by GEOD 0 50 100 Map Accuracy Standards at a scale of do not represent actual relationships to physical objects Corporation. Planimetria,topography,and vegetation were mapped to meet National Map Accuracy Standards 4 LIGHT POLE O ELECTRIC BOX NCH=100 FEET* 1°=100. an the mop. at a wale of 1"=100'. Parcel lines were digitized hom FY2004 Town of Barnstable Assesso(s tax maps. EL C HAMA p CE CES� Cad M ®�RD LEGEND _ ---- NOTE not allwnb*willappeasonamap � I _ M 1 }< X MAP 68 O'er GOLF COURSE FAIRWAY ] � EDGE OF DECIDUOUS TREES M MAr 268 2 1 5 21 - - EDGE OF BRUSH # I O - _ ! % ORCHARD OR NURSERY _X--- -- ----- ---- v�-v-v EDGE OF CONIFEROUS TREES __ --------- MARSH AREA � ---------_ - - 247U7 8 X MAP 2---- - -_ ED�oFWATER # 17 MAP 268 X 0 41 = _ - = DIRT ROAD IM 2 - ---_ DRIVEWAY -- # I 0 # # 37 I PARIONG LOT ---- __----- X I PAVED ROAD X X MAP 247 — - — DRAINAGE DITCH 23 9 68 - - - - - PATH/TRAIL ' 18 o # 1 7 6 PARCEL LINE** MAP 247 x 68 x 40 0 1< PARCEL NUMBER 237 - I 0 3 5 ' 4 I #� HOUSE NUMBER # 186 # I i r _"-- 2I=OINTOURLINE to 10 FOOT COMUR UNE 26 -- X� Elvidw basal on NGVD29 83 `; 4.9 SPOT ELEVATION MAP 247 _ 9 MAP 68 X 2 $ 00o STONEWALL. 235 0 6 # I -X X FENCE # 187 # 9 11 I RETAININGWALL ---------- --_ -H+F RAIL ROADTRACIL MAP 8 - © STONE JETTY ------ (� SWIMMING POOL 68 X 38 , PORCH/DECK --_ 0 Z 7 #61 ] BUILDING/STRUCTURE # 8 X X ' DOOV PIER � MAP 2 8 � HYDRANT � 181 a VALVE O MANHOLE MAP 268 #77 -- o POST o7 RAG POLL v 0 w2o Be 0 IF ® A m N 8 v A ae a ¢ ® ® 0 m m p N o c a N a 0 m m a v a 0 Do $ yr $ u m m 2 ao N a v o SIGN ® ME DRAIN e FRDDiMMIIIFEIT *N016%mapismeaiapaaadola **NOTE The pma�Lloasma**wgw pw*fians DATASOURM Plmhnel�l OMHPadaiaahoes)eam(mapreladimm1995aeAalphaopmphsby%Jmm o (MLDYPOLE R TOWER 1'=10lY v*map and nq NOT meet of prw"boundmles Thar=nattnm bww4 and W.SeraD Topopr*and w gddm was MtapelW fin 1989 ourw omvmphs by GEOD U 80 Natl w IRm Ameagr uIft do od q meet OW tpa to*od ah(ab forpom0oa du and reg*aNm was mapped to meet NdW Map Aamma Standards ¢ UGIff POLL o 11 C BOX 1 on=0 FU T* erdmped smle m the map a<a sorb aT 1-100.Porael was diBNimd flan R2004 Toaw of Assamofs tmr maps WN OF BARNSTABLE �S J LOCATION Lo-r '-f -tO/S£7 (,J-5: SEWAGE# VILLAGE ASSESSOR'S MAP&LOTS �- , k INSTALLER'S NAME&PHONE NO. �.�• �S��+Cc�©� _ "' SEPTIC TANK CAPACITY LEACHING FACH.ITY: (type) (size) G*-� NO:OF BEDROOMS BUILDER OR o i�' � Z 26 / j 9 PERMTTDATE: `./�C OMPLIANCE DATE: Separation Distance Between the: v Maximum Adjusted Groundwater Table and 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 Y �. _ ._,,A f -ty ..� tn1 J �• � . . _ �� � �' r . .J _ :iA � s S .:�, � s � y•.�. ��� � � �' {�, .�, � ` .� 1 C v� °C� \ N � ,� . � � �, `� N.. 1 ('' .°. .; No. `~' r r Fee JPO THE COMMONWEALTH OF MASSACHUSE S PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS 21pp icattoll for Mtgaal *pgtem Cottgtructton Vermtt Application is hereby made for a Permit to Construct( k)or Repair( )an On-site Sewage Disposal System at: Location Address or Lot No. Owner's Name,Address and Tel.No. 11'1ra.dLia,`6()& Mr �l . ® Installer's Name,Address and Tel.Np. If — 6 ` Designer's Name,Address and Tel.No. P".��Gay rd s�b� E.,a.�•�� G' ti I, ,xy�g rt.� s4. z-Ceo Type of Building: Dwelling No.of Bedrooms Garbage Grinder(LX-4 Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 3 gallons per day. Calculated daily flow '3 gallons. Plan Date I� 4� Number of sheets I Revision Date Title TL 5 4-- 161_6^A 305:1 1 G t_-5 Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the E ironmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Bo f Health. Signedr, v Date / Application Approved by Application Disapproved for the following reason Permit No. Date Issued — —————————————————————————————— ^i.: 'c`_ fr. nkr.. .w•--v�''.xP'1w.. ..y,•' �. SM, n'-w^,. J`t _ '��,, .:�. .:r»C, c -.�..tr„ `b:,^ `.it:7.w^�v r„ce.rawy .y7"1.Wi' „✓'+'•uro;,,<y-� Fee v ~. THE COMMONWEALTH�OF MASSACHUSE- S R � .,PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLEi MASSACHUSETTS - 01pplicati0n for MigpO.5A:Y',*p$tem,congtruction 'permit r Application is hereby made for a Permit to Construct( x)or Repair( )an On-site Sewage Disposal System at: ` Location Address or Lot No. Owner's Name,Address Tel.No. l 8 >d$'6 To3�r� wl�trlc U100f1� W r t Insta er's N e,Addressed Te.Nq �, lo`1`3`�+ Designer's Name,Address and Tel.No. 4 t�QC.�tlL,.t�f1S� Type of Building: i Dwelling .No:of Bedrooms 3 Garbage Grinder(W . Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures'i 1 • 1 Design Flow 3 gallons per day. Calculated daily flow 3U gallons. Plan Date Number of sheets 1 Revision Date. Title T C 4[ ST�^"t 4'�. 5 !�- 1.a Pzr-A.- R-t-A-x 0--i crr-� Gam-- Description of Soil N-c S G Q—A-y 6--C.- Nature of Repairs or Alterations(Answer when applicable) Date last inspected: w P � - -- i '.Agreement: k 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 E ironmental Code and not to place the system in operation until a Certifi- pate of Compliance has been issued by this Bo f Health: Signed © li Date Application Approved by Application Disapproved for the following reason 11 Permit No. Date Issued- j a ' =_— THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Certiftrate of Compliance - THIS IS TO CERTIFY,that the On-site Sewage Disposal System installed( )or re paired/replaced( )on for ' n tiy KO s e constructed in accordance Y. with the provisions of Title 5 an he for Disposal System Construction Permit No. '" ated Use of this system is conditioned on compliance with the provisions set forth below, 1 ------,� 1.�- V No. � 6 s - k. _._.._.. Fee gTHE COMMONWEALTH OF MASSACHUSETTS c PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Migpogmr *patent Congtruction Verntit Permission is her by granted to &VIL,�Cf�1,)A to construct( repair("' )an On-site Sewage System located at - and as described in the above.Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special.conditions. All construction must be completed within two years of the date below. �\ Date: '"';��� Approved b f - EXIST. 1,000G LEGEND W. HYANNISPORT SEPTIC TANK - PROPOSED CONTOUR P\GS�?` Z 41 __---- - ® PROPOSED SPOT GRADE to Q- 41\ l38.41' / __ - o LOCUS- y o T P— 1 ——gg —— EXISTING CONTOUR a p� .c y 186 TOBEY WAY + 96.52 EXISTING SPOT GRADE rn W— EXISTING WATER SERVICE p< TEST PIT x O 40 TP-2 o 12.50' G 10 ft p \` i G CRP304 -E BEACH RD. O ^ LOCUS MAP G �\ 0 \ 20 ft LOCUS INFORMATION PLAN REF: 505/018 TITLE RF.- 062 O -- -_ '�40 P RCELE D: 1MAP 8616 247 PAR. 237 �-A PROPERTY IS WITHIN TOWN ZONE II \ o FLOOD ZONE: X \ i COMMUNITY PANEL:- 25001CO564J DATED:07/16/14 39\� 0z SEPTIC SYSTEM REPAIR PLAN 01 — EXIST. i'#OOOG � LOCATED AT: �\ `\N� , LEACH PIT 9 186 TOBEY WAY `��� P o��w�= R W. HYANNISPORT, MA L OjT 4 PREPARED FOR _X AREA =, 15087 sf+- CAPELLE/ PLAN B00K 1505 PAGE 18 I ` ASSR MAP247 PCL '3 27 READY ROOTER EXC. t IDRIVEWAY JUNE 2, 2021 - 1 - _--- 105.58' �\`� QFSs9�yG o DAR M. s 39 ; M R ST �NfTAR�p� PLAN BENCH MARK SCALE: 1 in = 20 ft TOP OF FOUNDATION 40.84 MEYER & SONS, INC. O 20 40 BARNSTABLE GIS DATU P.O. BOX 981 O 10 20 40 EAST SANDWICH, MA. 02537 PH: (508)360-3311 I FAX: (774)413-9468 meyerandsonstitle5@gmail.com SHEET 1 OF 2 J 2076 NOTE: MAGNETIC TAPE TO BE PLACED OVER ALL COVERS NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GENERAL NOTES:. SOP OF FND SEPTIC TANK GRADE SHALL NOT BE < EL: 37.50 FOR A DISTANCE INSTALL RISERS & COVERS OVER INLET & PROPOSED D-BOX 15' AROUND THE PERIMETER OF THE S.A.S. 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL EL.=40.84t OUTLET TO FINISH GRADE I,NSTALC RISER & LOCKING PROPOSED 5 A.S. BOARD OF HEALTH AND THE DESIGN ENGINEER. INSTALL METAL RINGS AND LOCKING COVERS INSTALL A RISER OVER ONE CHAMBER (MIIN) 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS COVER TO FINISH GRADE AND SET TO 3" OF F.G. OF THE STATE ENVIRONMENTAL CODE, TITLE V. AND ANY APPUCABLE F.G. F.G. EL.=40.2t EL.=40.30t F.G. EL- 40.30t LOCAL RULES AND REGULATIONS. SHALL ;F.G. EL: 40.30(MAX.) 3. THE SEWAGE DISPOSAL RM NOT CHLLDTO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AN THE 0090 DESIGN ENGINEER. 9' MIN COVER/ ; 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 36' MAX COVER L 25' L = 25'(W FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ® S=1% (MIN.) EL=38.50 • S=IX (MIN.) • S-ix (MIN.) ENGINEER BEFORE CONSTRUCTION CONTINUES. 4"SCH40 PVC 4'SCH40 PVC 4"SCH40 PVC 2" OF 3/8" DOUBLE WASHED 3/4" - 1-1/2" STONE OR FILTER FABRIC DOUBLE WASHED STONE, 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. 10"1 6 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF ( \INV=37.45 14 THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 48'UQUID �INV.=37'.20 FE3833E ®®, ®®®® HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. LEM9. ®® ®®®®® 7. DWEWNG IS SERVICED BY TOWN WATER. PROPOSED ®®®®®®®®®® GAs BAFFLE D-BOX INV.=36.75 2' "14' ®®®®®®®®®® a Two A�coNDEAS moN AGREEDBED UUPON NG CONSTRUCTION OWNER AND BE RESTORED INV.=36.95 pB 9. R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXIST. 1.000 GALLON H-20 SEPTIC TANK 3 �( $.5' 4' LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO STARTING WORK. 10. EXISTING LEACHING TO BE PUMPED, CRUSHED AND FIU.ED PER TITLE 5. EXIST. SEWER OUTLET EFFECTIVE LENGTH = 33.5' 11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION 12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY INV. ELEV.= 36.50 AND IS NOT TO BE CONSIDERED A PROPERTY UNE SURVEY BREAKOUT 13. NO KNOWN ABUTTING PRIVATE WELLS WITHIN 150 FT. OF PROPOSED LEACHING NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING TOP CONC. ELEV.= 37.50 EL. 37.50 14. ALL PIPING TO BE 4" SCH 40 O 1/8"/FT (UNLESS SPEC. ) PIPE INVERTS PRIOR TO CONSTRUCTION ,..• 15. THE DESIGN OF THIS SYSTEM DOES NOT ALLOW 2) TANK/D-BOX SHALL BE SET LEVEL AND TRUE TO INV. ELEV.= 36.50 BBB FOR THE USE OF A GARBAGE GRINDER. WwWwGRADE ON A MECHANICALLY COMPACTED SIX BBBBBBB 16. NO WETLANDS WITHIN 100 FT. OF PROPOSED LEACHING INCH CRUSHED STONE BASE, AS SPECIFIED IN 88�88a8 17. NO PROPOSED INCREASE IN FLOW. BOTTOM EL.= 34.50 3.75' 5 FT. 3.75' 310 CMR 15.221(2) 3) INSTALL INLET & OUTLET TEES W/ EFFECTIVE WIDTH = 12.5' GAS BAFFLE AS REQUIRED SEPARATION 5.18 FT. SOIL ABSORPTION SYSTEM (SECTION) SEPTIC SYSTEM PROFILE BOTTOM OF TESTHOLE EL: 29.32 (500 GALLON LEACH CHAMBER) SOIL LOGS TPT: 21-80 N.T.S. DATE: MARCH 29, 2021 SOIL EVALUATOR: DARREN MEYER, CSE 1614 WITNESS: D=W- BARNSTABLE HEALTHid DARREN M. ()AC" MEYEF� Elev. TP-1 Depth aev. T Depth NO. 1 ' F.. 40.50 FILL 0" 40.50 FILL 0" 1 �•' ��: 39.83 8" 39.68 10" Pe - 'PfGI E� A LOAMY SAND A LOAMY SAND DESIGN CRITERIA **NO PROPOSED INCREASE IN FLOW** NITA?, 10YR 3/2 IOYR 3/2 439.32 B 14" 39.17 B 16" NUMBER OF BEDROOMS: 3 BEDROOM DWELLING � LOAMY SAND LOAMY SAND SOIL TEXTURAL CLASS: CLASS 1 (0.74 GPD/SF) 1OYR 5/8 1OYR s/s 37.42 37" 37.50 36" DESIGN PERCOLATION RATE: <2 MIN/IN C C DAILY FLOW: 110 G.P.D. X 3 BR DESIGN FLOW: 330 G.P.D. PERC TEST MEDIUM MEDIUM 35.83 GARBAGE GRINDER: NO (not designed for garbage grinder) O� 2.5YN7/4 2.55Y7/4 SEPTIC TANK: 330 gpd x 200% = 660 gpd USE EXIST. 1,000G SEPTIC TANK 29.32 134" 29.50 132" LEACHING AREA REQUIRED: (330)/0.74 = 445.94 S.F. PERC RATE <2 MIN/IN. ("Cl- HORIZON) NO GROUNDWATER OBSERVED USE THREE (3) 500 GALLON PRECAST LEACH CHAMBERS PROPOSED SITE AND SEPTIC UPGRADE PLAN W/ 4' STONE ON ENDS AND 3.75' ON SIDES: 33.5' L x 12.5' W x 2' D I 186 TOBEY WAY, W. HYANNISPORT, MA BOTTOM AREA: 33.5 x 12.5 = 418.75 SF i Prepared for: Ca ells Re dy Rooter Exc. SIDE AREA: (33.5 + 12.5) X 2 X 2 = 184 SF System Design and Topography Plan by: SCALE DRAWN DATE MEYER&SONS,INC. N.T.S. DMM 06/02/21 TOTAL SQUARE FEET PROVIDED = 602 vs. 445.94 REQ'D ' 1. Darren M. Meyer. R.S., CSE, hereby certify that I am currently approved by MADEP pursuant to 310 CMR 15.017 POeox981. to conduct soil evaluations and that the above analysis has been performed by me consistent with the EAST SANDWICH,MA02537 REV DATE CHECKED SHEET NO. DESIGN FLOW PROVIDED: 0.74(602 S.F.) = 446 G.P.D. vs. 330 G.P.D. req'd requirements of 310 CMR 15.017. 1 further certify that'I have passed the Soil Eval. Exam In October, 1999. 508-362-2922 DMM 2 Of 2 r �W xo EXISTING w FULL BATH EXISTING EXISTING BED ROOM 2 BED ROOM 1 I I I- EXISTING CLOSET - EXISTING it SKY LITE I EXISTING DECK EXISTING BULK HEAD EXISTING EXISTING SECOND FLOOR PLAN q KITCHEN - SCALE. 114" = 1• -3 EXISTING FULL BATH 8. EXISTING EXISTING 24' BREAKFAST BAR LAUNDRY ROOM 24' EXISTING CASED OPENING EXISTING 14' GARAGE EXISTING BUILT IN EXISTININGG - EXISITITIN AREA ENTERTAINMENT CENTER 1 EXISTING KIDS PLAY ROOM J' _ Y 2' 14' 8' 14' 36' EXISTING FIRST FLOOR PLAN 2 SCALE: 114" = 1- -3 SHEET NUMBER SCALE DATE PREPARED FOR SITE LOCATION A-3 SHEET TITLE AS NOTED 12-01-04 TONY & HEATHER 186 TOBEY WAY EXISTING FIRST FLOOR CAPELLE HYANNISPORT, MA 02672 AND SECOND FLOOR PLAN . 1 \ FRAMING LUMBER - 2W 1. ALL FRAMING LUMBER SHALL CONFORM TO THE LATEST EDITION OF THE NFPA'NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION', AND SUPPLEMENT'DESIGN VALUES FOR WOOD CONSTRUCTION, 14' Y LATEST EDITION. MAXIMUM MOISTURE CONTENT SHALL BE 191L 2. ALL EXPOSED WOOD MEMBERS USED FOR STRUCTURAL FRAMING, DECKING,STAIRS,RAILS BRACING, ETC.. SHALL BE PRESSURE TREATED WITH ACQ PRESERVATIVE,OR APPROVED EQUAL, TO MINIMUM DETENTION OF 0.8 PCF IN ACCORDANCE WITH AWPA C3. PROPOSED EXISTING ENTRY 00dt 3. THE FRAMING LUMBER SHALL BE OF THE FOLLOWING MINIMUM GRADE AND SPECIES FOR THE SPECIFIED USE DECK A—A (OLD) ALL LUMBER SHALL BE GRADE STAMPED BY A RECOGNIZED GRADING AGENCY AND SHALL BE SURFACE DRY: DIMENSIONAL LUMBER EXISTING 22' BULK HEAD 5' 8' FOR EXPOSED PRESSURE TREATED MEMBERS* -FLOOR JOISTS O BEAMS #2 SOUTHERN YELLOW PINE PROPOSED STAIRS TO FB v 975 PSI, E- 1.44EB PSI' AREA OVER GARAGE -TIMBERS AND POSTS /2 SOUTHERN YELLOW PINE PHASE i (5X5 h LARGER) FC - 525 PSI,E- 1.2E8 PSI EXISTING FOR NON-EXPOSED MEMBERS« KITCHEN PANTRY III LAUNDRY ROOM 3' -FLOOR JOISTS&BEAMS#2.SPRUCE PINE FIR EXISTING (PHASE 1/2) FB s 875 PSI, E--1.4E8 PSI FULL BATH 8 -STUDS #2 SPRUCE PINE FIR DUSTING TO BE REMOVE AND PROPOSED FC- 1150 PSI, E- 1.4E8 PSI REPLACE WITH POCKET DOOR q,p) DOOR -TIMBERS AND POSTS f2 SPRUCE PINE FIR EXISTING EXISTING (—2) (5X5 6 LARGER) FC- 500 PSI, E- 1.OE8 PSI BREAKFAST BAR uuNORr ROOM 4. DETAILS OF WOOD FRAMING SUCH AS NAILING, BLOCKING. BRIDGING,FlRESTOPPIN% ETC. SHALL CONFORM TO 18' 32' THE LATEST EDITION OF THE NATIONAL DESGIN SPECIFICATION, AND THE TIMBER CONSTRUCTION MANUAL ENTRY DOOR AND REUSE CASCADE DOSTING TO BE REMOVED 5. ALL E,H LLOUI�9AN PAC FICPCORPORATION ORUCTS SMALL BAPPROVEDE AS UEQUAL� BY THE TRUSS JOIST CORPORATION,BqS SASE 2) I 6. WHERE DIMENSIONAL FRAMING LUMBER IS FLUSH FRAMED TO ENGINEERED LUMBER OR STEEL_GIRDERS SET THESE GIRDERS j'CLEAR BELOW THE TOP OF FRAMING LUMBER TO ALLOW FOR SHRINKAGE EXISTING GARAGE TO BE 7. FOLLOW MANUFACTURERS SPECIFICATIONS FOR ERECTION, INSTALLATION AND PLACEMENT OF ENGINEERED EXISTING CONVERTED TO MUD ROOM LUMBER PRODUCTS PENETRATIONS THROUGH ENGINEERED LUMBER PRODUCTS IS EXPRESSLY NOT PERMITTED CASED OPENING WITHOUT PRIOR APPROVAL BY THE ENGINEER. ' EXISTING 14' GARAGE 2Y B. STUD BEARING WALLS ARE TO BE 2X6 O 18' O.C.AT THE INTERIOR AND 2X6 O 18'O.C. AT THE EXTERIOR PROPOSED ENTRY 9. ALL RAFTERS AND JOISTS SHALL ALIGN DIRECTLY WITH STUDS BELOW. WHERE REQUIRED INSTALL ADDITIONAL EXISTING BUILT IN DOOR(NEVO I STUDS USE DOUBLE STUDS AT ENDS OF WALLS AND ENDS OF WALL OPENINGS EXISTING ENTERTAINMENT CENTER (PHA 2) SITTING AREA DOSING WINDOW 10.USE DOUBLE TRIMMERS AND HEADERS AT ALL FLOOR OPENINGS WHERE BEAMS ARE NOT DESIGNATED. TO BE MOVED PROPOSED 10'MADE GARAGE DOORS 8' 11.LAP ALL PLATES AT CORNERS AND AT ALL INTERSECTIONS OF PARTITIONS (PHA 2) DUCT MODEL AND MAKE TO BE DECIDE I UNLESS OTHERWISE NOTED, PROVIDE HEADERS OVER ALL OPENINGS AS FOLLOWS (PHASE 1) INT. WALLS- (2)2X70 EXT. WALLS- (3)2X1O EXISTING KIDS PLAY ROOM 13.UNLESS OTHERWISE NOTED, AT THE ENDS OF ALL BEAMS. HEADERS AND GIRDERS PROVIDE A BUILT UP OR SOLID POST WHOSE WIDTH IS AT LEAST EQUAL TO THE WIDTH OF THE MEMBER IT IS SUPPORTING AND WHOSE DEPTH IS 4' AT THE INTERIOR WALLS AND 8'AT THE EXTERIOR WALLS 2,-6 10, 3' 10' 8. PROPOSED FARMERS PORCH DUSTING GARAGE FOUNDATION AND 8' (PHASE 1) FRAMING TO BE REMOVED CON71N000S RIDGE VENT (PHA 1) - 2'X 1Y'RIDGE 2'TO BE REMOVED CEILING GYPSUM 1X3 STRAPPING 6 1 2 6AT 1MM�//LLLL22''T8aLNYS VAPOUR ULA BARRIER R-49 12 5'-8' 5'-8' S'-8' D ° TYPICAL ROOF CONSTRUCTION: PROPOSED FIRST FLOOR PLAN 'Y'B• ASPHALT ROOF SAT 16' PLYWOOD SHEATHING 1 ATTIC 2 x 10 RAFTERS AT 18'O.C.0.G PROVIDE'PROPERYflNY �. OR EQUAL SIYRAFOAM INSULATION TO MAINTAIN VENTING AT EAVES AND SLOPE INSULATE CEILINGS SCALE: 1/4" = 1' —4 - I 24' PROVIDE FASCIA BOARD SOFFIT EN IT VENTING--------------------- TING SOFFIT BOARD A-A r CON71NUES LEAD FLASHING TO BE INSTALLED ' A VIENTED SOFFIT OURO ROCK OR EQUAL ON PT TAPERS DECK SDPERS 3/4'T&G PLY WOW - HALL WAY GAME ROOM CEBAR R LIBRARY / STUDY ERS, ILS FABRICATED WOOD TRUSSES TYP' 3/4'TAG SUBFLOOR h ADHESIVE 90 . 1.ALL ROOF TRUSSES SHALL CONFORM TO THE LATEST EDITION OF TPI 'DESIGN 3t 12 900S SP FLOOR JOISTS O 167 Q TYPICAL EXTERIOR WILL CONSTRUCTION: RED CEDAR SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES', AND SHALT.BE 2XB RAFTERS O le D.C. r— Bq RMBOAR0. q.APBOARDS AT 4'70 WEATHER(FRONT ELEVATION DESIGNED FOR THE LOADING INDICATED ON THE DRAWINGS TOTAL AND LIVE LOAD U 2 x 8 a<(2)1/2'COX PLY-__4 LY. µD»REAR WHITE EV�ORS HHINIGE'GIN EQUAL EA7HBUILD WE DEFLECTIONS SHALL BE LIMITED AS FOLLOWS(UNLESS OTHERWISE INDICATED ON THE F74SIMG DOOR 10 BE M110WE AND REAR PLYWOOD SHEATHING/2 x 8 STUDS IN 16' DRAWINGS): 0.G/R-2O FIBERQASS INSULATION LIVE LOAD DEFLECTION <AD ' TOTAL LOAD DEFLECTION <2!w J - 1/2"EXTER.GLADE PLY. ON 2 x 8 JOISTS O 16'MG 2. ALL ROOF TRUSSES MUST BE SECURELY BRACED BOTH DURING ERECTION AND AS JOIST HANGER EXISTING GARAGE 1/2'CEXJN.GYPSUM 1.3 STRAPPING 6 REQUIRED AFTER PERMANENT INSTALLATION. FARMER'S LAUNDRY PANTRY Li , � Bxe CASED Post CONVCERTED TO IL POLY VAPOUR BARRIER R-40 3.ROOF SHEATHING SHALL BE 48/24 APA RATED EXTERIOR PLYWOOD WITH A PORCH MUDD ROOM BATTS INSULATION THICKNESS AND NAILING PATTERN AS SPECIFIED IN THE'SHEAR PANEL SCHEDULE'ON RE CEDAR DECKING, II 3/4'T&G SUBFl.oOR a ADHESIVE SHEET S2.1. PROVIDE'H'CUPS AT PANEL EDGES WHERE SUPPORT MEMBERS ARE 24' BALLUSTERS �RAILS T E70511N1 214 2XB FLOOR JOISTS O 16'Me- O.C. WAILS TO REMAIN1%4 RED GEAR DECKING­,, 1/2'ANCHORBUILT O 4. ALL PLYWOOD SHALL HAVE STAGGERED JOINTS AND ALL NAILS SHALL BE 2X8 PT JOISTS O 16'O.C. CORNERS AND W 0.G THREADED. 2XB 2XB 6 x 8(PT)POST(TYP) 3/e'DIA LAG BOLT - UNFINISHED BASEMENT B'x Y—IOr POURED CONCRETE 5. ALL NAILING SHALL BE IN ACCORDANCE WITH THE MASSACHUSETTS STATE BUILDING STAGGERS 1Y0.G - FOUNDATION WALL OR T.O.F.TO CODE, UNLESS NOTED OTHERWISE OR STAGGERED MATCH DUSTING FOUNDATION6. CONTRACTOR TO USE JOIST HANGERS WHERE APPLICABLE PER MANUFACTURES DUSTING SILL TO REMOVED FOR ENGENDERED LUMBER AND MASSACHUSETTS STATE BUILDING ' CODE. d FIRST FLOOR SECTION A-A 2 4'POURED CONCRETE FLOOR SCALE: 114" = 1' -`1 - COMPACTED SHEET NUMBER SCALE DATE PREPARED FOR SITE LOCATION A-4 SHEET TITLE AS NOTED 12-01-04 TONY &' HEATHER 186 TOBEY WAY PROPOSED FIRST CAPELLE HYANNISPORT, MA 02672 FLOOR PLAN CONTINUOUS RIDGE VENT ( r%,B• v�RSA-LAM 3080DF TYPICAL ROOF CONSTRUCTION: ASPHALT ROOF SHINGLES/1/2-PLYWOOD SHEATHING 2 x 10 RAFTERS AT 16'D.C.PROVIDE 'PROPERVENT'OR EQUAL STYROFOAM INSULATION TO MAINTAIN VENTING AT EAVES AND SLOPED INSULATED CEILINGS PROVIDE CONTINUOUS SOFFIT VENTING (1)r x is- VERSA-LAM 30BODF ATTIC 12 ,/r CEILING GYPSUM ix3 STRAPPING IIIQ4.5 MIL POLY VAPOUR BARRIER R-40 8 MIL POLY VAPOUR BARRIER BATTS INSULATION ' R-49 EUITTS INSULATION ynD 1X8 FASCIA BOARD 1X8 SOFFIT BOARD FASCIA& VENTED SOFFIT AS SPECIFIED m N io MASTER BEDROOM BCI RIMBOARD. ,�.. 3/4'T&G SUBFLOM&ADHESIVE BCI 9005 SI'FLOOR JOISTS O 18'O.C. TYPICAL EMETBOR WALL CONSTRUCTION: RED CEDAR CLAPBOARDS AT 4'TO WEATHER(FRONT ELEVATION ONLY)/WHITE CEDAR SHINGLES AT :ty 8'TO WEATHER SIDE AND REM j 3/8'TYPE-%CEILING GYPSUM 1x3 ELEVATIONS OR EQUAL BUILDING PAPER/1 PLYWOOD SHEA7HING/2 x 8 STUDS c STRAPPING 8 MIL POLY VAPOUR AT 10'O.C./R-20 FIBERGLASS INSULATION b •� BARRIER R-40 BATTS INSULATION c ro 8/8'TYPE-x GYPSUM Tx GARAGE I/2'ANCHOR BOLT o CORNERS AND 8.O.C. 28' 6'-3' 9'-11' S'—r 8'-3' SEE FOUNDATION PLM FOR DETAILS 22' = SLOPED GETTING 21r 17-1 • FUTURE DOOR SECOND FLOOR SECTION B-B 1 ,3-11}' SCALE. 114" = 1' —5 - • WALK IN CLOSET POCKET DOOR z W I STAIRS BELOW 4' W LARDING 1 R 0 EXISTING 1 i, FULL BATH z L — —— — — 1 0 PROPOSED � � g CASED REMOVAL AND - OPENING RELOCATION EXISTING (PHA 3) EXISTING SLOPED CEILING 13'-8 4' BED ROOM 2 BED ROOM 1 AVE ROOM 18 LIBRARY/STUDY lo DQSTING GARAGE PROPOSED NEW FRAMING BELOW . WALLS AND DOOR TO BE REMOVED .. - _. PROPOSED (PHASE 3) k7-21' NEW POCKET' .. .. I . DOOR LMA71ON �� ST 3) EXING GARAGE BELOW 8,CASED OPENING I 7 FRENCH IN SWING DOOR 4' PROPOSED REMOVAL OF--".' CLOSET PROPOSED REMOVAL OF WALL ADDITION OF BANISTER CLOSET FOR HALL 4' m C I m (PHASE 3) (PHASE 3) EXISTING m I m L- — Y EXISTING 9�CYO U(SiEiDT MASTER BEDROOM SLOPED CEILING CATHEDRAL CEILING (PHASE 3) DEOK - 9'-8' 4I' 8• _ 14• 14' -t FARMERS PORCH BELOW S-B- 5-B• 5'-B• PROPOSED SECOND FLOOR PLAN 2 17*-6• SCALE. 114" I 22' SHEET NUMBER SCALE DATE PREPARED FOR SITE LOCATION A-5 SHEET TITLE AS NOTED 12-01-04 TONY & HEATHER 186 TOBEY WAY PROPOSED CAPELLE HYANNISPORT, MA 02672 2ND FLOOR PLAN 14' 28' 14' 8'-10• I 7-3�• , II IL vFRSA-(aM soeGGF __ IT _ _ —_ —_ � _ _ _ - - = I L _ _ _ _ q 2r JAY x lG•RAFTERS 18*0.0.— II II ,II II II — II II II II III 1= I II II II II II II II II II II II II II B II II II ==== �1� = � _ _ _ _ � •J. II II Y Ix 1 cr�RAF ERS II,B.�►Q II , JIS—,J�4.1(JS „4• 1 — II II II II II II( 1'�— COl11MN (1 J X 1-1 4• — 1L.II_ MN �Y X 1 PoDGE AL _/ II II II II II II II `II II II II II II II II B II II I F (9S3LAMX 11-1 ( —3�• 28 L II II II II II I II II II II II II II II II I II II II II II I I i _______________________ ___________________________________ II II II II/nn \nplll' ------------------------------ ---------- ----------------------- „-3 4 = _ _ _ ,3P / 1/1� =E=EE---------------------=II IIW II II II _—_ _ _ =�1� - _ _ _ _ ,e c,)r x,e• __________________________________ __________ _ , vERSA-,A„soBooF I II = _ _ _ _ _ — — �� BO 9M Sr FLG� ---------------------------------- - 1�- - �G1S,S O aG ----------------------------------- -- e- ---------------------- III III III I� II II it II II II II I III III Iq III I I= — — _ _ _ _ _____________________________________ _�___- ______________________ _ _ _ _ _ _ AWW III III III ID II II II II II II II I III III III Ip I II = _ _ _ _ _ _ �j� � ' 0 '! ____________ __(7)r x r=_______--_____________-____________________- Y x I f RAFTERS 18.0.0 - ,Ens&-Lai 308" - - = = = = = ;; ;; ;; ; u • a ;; '; --------- -------------------- -------------- ------------------- r-„ II II II II II I—fl-1t-1�1r 11�it II II II I — _ _ ( ;r --------- -------------------- ---------------- --------- -------- -- . ....� ii ii Ji iJ JJ ii ii JJ " � i �——II it II II II II II II II II II ii II II II II J J i i ;; r i r r (� i i i r -------------------------- _ il it II II II II II II II II II II II II II II ,. i r i i i i t ii ____ __________________ ______________ _____________ i 1) / X 5------- 12'— 14 —1/4 ___ ____________________ (1)5—/"%5-1/4•__________________ ------- VERSA—LA COLUMN _ 3r r�,SA—LAM CGLUA01 II II II II II II II II II II II II II II it IIi;t;r i�i Dr�( -r t _ ____________4 W LL ===________________________________�_____- =(Tus,wG,ROOF FRAMING PLAN M M --------------------------------- - ----------------- 2r -_- — la1•-�• SCALE: >/4" — �' A-6 ;r ;; ________________________________________________________________________ it �� �� �� ,� it �� r �� r� ;r it ,� rr ___________JOISTS 0 SP FLOOR _ _________________________________________ _________ JOI�S7S 16.0.0. i _______________________________________________________________________ ______________ it ii it '.I I� II ii ii it ii it WALL BELOW' �� " �� ________________________________________________________________________ ii it ii ii (EXISTING) i i i r �� _______________________________________________________________________ ii it it ii iJ ii -----------__------------------------------------- ---- _______ �i ii ii " ii it ii i� _____________________________________________------------------_________ i� �� ii ii 1i ii iit ii it _______________________________________________________________________ . 22•-4j• ________----------------__________________---------------------_----------- ----------------------------------------------------------------------- SECOND FLOOR FRAMING PLAN 2 SCALE: >/4" SHEET NUMBER SCALE DATE PREPARED FOR SITE LOCATION A-6 SHEET TITLE AS NOTED 12-01-04 TONY & HEATHER 186 TOBEY WAY PROPOSED CAPELLE HYANNISPORT, MA 02672 FRAMING PLANS FOUNDATIONS r _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1.ASSUME MAXIMUM SAFE SOIL BEARING PRESSURE-4.000 PSF. 2.ALL FOOTINGS ARE TO BE PLACID ON NATURAL UNDISTURBED MATERIAL OR COMPACTED GRANULAR Flu. I— _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - SUBSOIL BEARING STRATA SHALL BE FREE FROM ALL VEGETATION.LOAM AND ORGANIC MATERIAL &BOTTOM OF FOOTINGS SHALL BE NO LESS THAN 4'-O'BELOW FINISH GRADE 8'x 4'POURED CONCRETE I I 4,DO NOT PLACE BACKFILL AGAINST BASEMENT WALLS UNTIL ALL FLOORS BRACING THESE WALLS ARE IN PLACE 8'-rt B I I FOUNDATION WALL I I ALL FOOTINGS SHALL BE PLACED ON A V LAYER OF CRUSHED STONE COMPACTED TO 95X STANDARD PROCTOR 8'I08'POURED 2r B CONCRETE FOOTING�I S.SLABS ON GRADE SHALL BEAR ON NATURAL UNDISTURBED SOIL OR ON CONTROLLED COMPACTED FILL.REMOVE EXISTING FILL MATERIAL WHERE NECESSARY AND REPLACE WITH CLEAN GRANULAR FILL COMPACTED IN 6'-8• LAYERS TO OBTAIN 95X STANDARD PROCTOR DENSITY AT THE OPTIMUM MOISTURE CONTENT. 2 x 6 PT DOUBLE 7.TOP OF FOOTINGS MMF-�TOP OF Stt1�� CONCRETE(T.0.G)ARE MEASURED PLUS OR MINUS FROM THE FINISHED GROUND FLOM DATUM ELEVATION W 0'. l CORNER ERGHDR ear o e•POURED I DROP FULL CORNERS AND 8'O.G G FOUNDATION WAIL I CONCRETE B'x 7-10'POURED CONCRETE BY r AT ALL I 32' I.CONCRETE MIXTURE.FORM-WORK,DELIVERY AND PLACEMENT SHALL CONFORM TO ALL REQUIREMENTS OF AO 301 NOATION WALL OR T.O.F.TO DOOR OPENINGS MATCH EXISTING FOUNDATION (LATEST EDITIONt UNLESS OTHERWNSE NOTED. �/--�4'POURED 2.CONCRETE MATERIALS SHALL BE: TYPE 1 OR 2 PORTLAND CEMENT.SAND AND GRAVEL AGGREGATES.CONCRETE I _ CONCRETE FLOOR SHALL BE AIR-ENTRAINED PER ACI RECOMMENDATIONS CONCRETE COMPRESSIVE STRENGTH.(F'C)N 28 DAYS,WHEN f► /�TO TI SAW MENTUT FOUNDATION REMOVED PROPOSED GARAGE I I lES7ID IN ACCORDANCE WITH AC 318-02,STiNl BE AS FOLLOWS CRAWL SPACE SLAB FOUNDATION _ _ _ OILY IN THIS AREA I /� ALL CONCRETE WORK--NOOO PS CONTRACTOR SHALL SUBMIT CONCRETE MIX OM04 WITH LIST OF NOMIXTURES PRIOR TO THE MIXING AND 8'x 4'POURED CON I I 4'POURED CONCRETE I I PLACEMENT OF CONCRETE FOUNDATION WALL TO BE I FLOOR W/6•X6'X10'OA ADDED BELOW EXISTING W.M.WRH 6 MILL ( 4.ALL MIXING.DAT NS OF THE A RICAPLACING AND CURING OF CONCRETE SHALL BE DONE IN ACCORDANCE WITH THE GARAGE FOUNDATION I I VAPOR BARRIER I RECOMMENDATIONS OF THE AMETICAR CONCRETE INSTITUTE ALL GROUT SHALL BE NON-SHRINK WITH A MINIMUM COMPRESSIVE STRENGTH OF S,OOU PS. 6.REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASM ASIO,GRADE 6%EXCEPT WHERE NOTED. NO.3 BARS MAY CONFORM TO ASM A615,GRADE 40.ALL RENFORCHNG BARS WELDED TO A STEEL SECTION EXISTING EXISTING GARAGE1 I I I SHOULD BE OF WELDING GRADE 40. FOUNDATION FOUNDATION 7.DETAILING OF CONCRETE REINFORCEMENT AND ACCESSORIES SHALL BE N ACCORDANCE YARN AC PUBLICATION DOMO GARAGE 315.LATEST �� II I II FOUNDATION TO BE SAW I IERE AN. II OUT AND REMOVED I &WELDED WIRE FABRIC(WWF)SHALL CONFORM TO ASM A785 WITH A MINIMUM TENSILE STRENGTH OF 70.000 M. i/2'ANCHOR BOLT O i I 9.PROVIDE MINIMUM TEMPERATURE REINFORCEMENT AS REQUIRED BY ACI 318-02•IN ALL SI A 5 AND WALLS WHERE - G NO REINFORCEMENT IS INDICATED ON DRAWINGS CORNFRS AND 8'0. 10.REINFORCING STEEL SHALL BE PLACED TO PROVIDE THE FOLLOWING MINIMUM CONCRETE COVER(SEE SECTION 7.7 PITCH FLOOR PITCH FLOOR II I I TOWARDS DOOR TOWARDS DOOR I Ap 3 FOOTINGSA CONDITIONS S,AS NOTED} DROP FOUNDATION I I BASEMENT WALLS - r ER.,J'INT. WALLS BY GS AT 1 SLAB ON GRADE - Y TOP GARGAE OPENINGS ` I PI BEAN = 1.�' Top,3'BOTTOM Jlp7o' Ji�, �f�fplf���f�/./" 11.SILL PLATE ANCHORS TO 2BEi A51M A307 BOLTS EMBEDDED INTO TOP OF CONCRETE FOUNDATION WALL AT — I — — — MAXIMUM SPACING OF 6'ON CENTER,UNLESS NOTED OTHERWISE ANCHORS SHALL HAVE MINIMUM EMBEDMENT OF 9' Lr-8' 10• L 3' L 10' �2'-8' INTO CONCRETE AND SNAIL HAVE 90'HOOK UNLESS NOTED OTHERWISE ON PLANS. 8' q 12.COLUMN ANCHOR BOLTS ARE TO BE FURNISHED AND INSTALLED ACCORDING TO DESIGN PLAN AND APPROVED 12'0 POURED - 6. SHOP DRAWINGS ALL COLUMN ANCHOR BOLTS SHALL BE SET BY TEMPLATE CONCROar BELOW GRADE 13.ALL CONTINUOUS REINFORCEMENT SHALL HAVE CLASS'B'SPLICER(ACM 318-02.SECTION 1215)UNLESS NOTED 48'BELOW GRADE MIN. OTHERWISE y ❑ 14 HORIZONTAL WALL REINFORCING SHALL CORNERS AND INTERSECTIONS AS SHOWN ONE7YPICAL BAR PU1CN DERAILS AND SHALL HAVE 90-DEGREE BENDS ON EXTENSIONS AT 5•-1• 5•-1' S,-8• l5.ALL LAP SPLICES IN WWF SHOULD BE ON MESH PLUS TWO INCHES. BASEMENT & FOUNDATION PLAN I WELDING N OF REI BARS MAY NOT BE WELDED WITHOUT APPROVAL H THE STFRUCTURAL ENpNEFF WHEN APPROVED, 1 :6. ON OF REINFORCING BARS SHALL WELDED IN ACCORDANCE WITH THE HE A.W.S. SCALE: 1/4" = 1' A—7 L.—B D051W0 BASLENT 1/r ANCHOR BOLT O . FOUNDATION TO BE CORNERS AND 6'O.C. --. 1/2'ANCHOR BOLT O . . .. ... - SAW CUT AND REMOVED ..- ... .....-. 2 x 6 PT DOUBLE SIL RATE 4'POURED CONCRETE'"FLOOR CORNERS AND 6.OLG - W/6'X8'XDO-GA.W.M. _... .... . F.F.TO BE 12'BELOW T.O.F. ' .a EOSTNG GARAGE FOUNDATION \ 6•x 4•POURED CONCRETE /\/\ :4•PouREn cOicRETe \ / - ITASEMEHr .. °, b FOUNDATION WALL TO BE // // // // // //� �./ �. / n / fwNDATION o ADDED BELOW EXISTING \\\\\\\\\\\\\\\\\\\\ \/\v�O1�B'�°�"�� 1"� ���\\ \ GHAT FOUNDATaN // / / / / / // \/ j�/j�/ 6-X16-PourWD G�\ �/j B' T.O.F.TO MATCH �'"• !> a_ A'> � '1 %o_� ^C. �!> E STING FIN.GRADE OLT b. 8-CONCRETE WALL b. I 1/2'ANCHOR B O CORNERS AND 6' VEWRTICAL 1/2-ANCHOR BOLT a REINFORCEMENT 6 x 6(PQ POST(7YP) CORIBRS AND a,IG x -10 PourRl�aNCReTE FallonnoN wuL \/\\ 1rO POURED EXISTING GARAGE 2 x 6 I�r DDL1�E sE PLATE z- e FOUNDAT ON DOWELS L5 co�N' RED \\\/\�R� � MATCH EXI8 '-xteF—N�PQX�nP \/\\/\\//\\ 4CONCRETE f 6 MIN. a 70 BE REIMGWED e-x 7,-10-pain" � r-ICr* 6X6-10/10 SLAB ON GRADE FOUNDATION WAIL TO E % FONUNDATIOI j TO MATCH DR T.D.F. \ \ \ \ TO MATCH EXISTING BASEMENT & FOUNDATION SECTION A-A 2 \\j/\\//\\//\\j/\ ::. /\ ADDEDBELOW DE EXISTING \ FOUNDA„ON 2-,5•, SCALE: 1/4". = 1' A—7 /\j\ CONCRETE SET BA« /\ FLOOR �\ 4-P011RI0 S. ALT.6A� BASEMENT & FOUNDATION SECTION B-B 3 //\ /�II L,j-/\\j FOUNDATION WALL DETAIL 4 SCALE. 1/4" = I' A—7 SCALE.- N.T.S. — SHEET NUMBER SCALE DATE PREPARED FOR SITE LOCATION A-7 SHEET TITLE AS NOTED , 12-01-04 TONY & HEATHER 186 TOBEY WAY BASEMENT CAPELLE HYANNISPORT, MA 02672 & FOUNDATION PLAN I -­__ ____,_____----_--,--------.----�,�"--,�--�---,--�----,--------- ____ ____ ----,------.---------------______--,-- -—-----------,-------________,____._____-___ ---,_____--,--------_____________.______________,__________,____-__- ____-________ .�___________—_---------, I I -, I I 1, ,.,I I � � I I I I - . 11 11 I , , I 'I'l '�k��t 1".�It �1,vv,,,,,��,�s,,.-,,,,,,,��,�X--,**,�',",�­,�,�'�1'1&,,­ , ,�,�,A��­��,�,',;'­,��,,,,�,��­ ­,­,�'�41ktl` ,.­'­� ��l I I—1,` ,t , 1,AW JA 1­�"'.-A,,,o­_­­,�,­1­4;­.­-"­ ,,;_,,,�� ,��,,"_,­,­,� --l""'o, "'.,- ­­­�w,,, I , , t,�,_,-�,,, �'llil I 1�"I. 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