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BP-84218YIAMIF lor- ON_ IM ,', A -'s 7W P� 77. -01 "M m P,� mm >4 RL Op N mW, M_: V_ wK, 'A - *- _* L q c *1 �T` sr- V, V4 k, AIL 30-3ST J_ oll A, A, 1W T, JS T_ 20 d ;Q, ft,_ I-M, if— W�, - —, -4 -a re , R pp _g_ 9" For st no, j, --f MR J� C, Z -T4 I Ilk 3 qt A, 3w S" A vAk ie _A _4 nj W Wr 4 7 LZ 1_3 1 4 T Ur"'ll t Mr. , zo� , 07- 'Y —T EW _6 �tn m 4r*l 1 11 V, P11, 40 'ORACLEHOM ORCACLE HOMESILC. 23 CIRCLETRIVESEEKONK, MA,11102771-1, 1"'. 6 8 98 ES 0 2 2 5 1,_� 4L, a"", A,- 4W SEWAW DEPOW 57SW DEIGN DITA 'R VM AND RDUCF' NOTE 24'!Mi 76DS/MW P/A57K5' Ron Nil1t - FLOW PROPOSED MAIRT OF RNUNSLI 70P OF TOU SON ORPFRE AA• %PPE 4: R#YLO MIS 70 LYFA:RS 71P. i17E/KO 5157fd5• /Mf WSLOWERE tEFMrIL'D, QXAV ntDA6 TO RU1al£YD OR 5 T ON ALL S ES O PRY r AESI h4JItOW PD &DLE1515 677E j OR PRECAST COMMEZE ASR6' k CD14R5 )a &A�MN b' AYY7RSW ALL ONR ALL t£Nf OC4 AT M7 NL7fR K IDI 'EW1fRNL W 7Hf Al7A C4MW MM170 5 IT. p! /ll 7H C Q` D= r57.50 C1� fYi671 GRAD£ 04fR w4ET @ aNRir IDS R 84RLf [CHARRERS ! ]I7@' OVER OISLI .SMO TO ' 1DG7ID A7 DLO RONS' _ DE IfACYw'M, FACKRY. f�r:/X TIMES S R D IE R1 S REPUCFII NTDN L7fAV nw.r AV;M FLOW PER 7RLE 5.' W GMLO REAROROOM/AAY - IA. -RSPFCIKWF ! 11A Ul FAFFI JIAL7./Y,FANG ARDRER KALE W7ERGL rOrN. O£SM4 FLOW. 110 frlLfDORMx J 8£OROOxS=_ G4L�LWr • . - T N A.CCRAMRL" MRI 31tKYiR 75.J) CONMACTOR 9IYC PIKE A 1 150.3t /I7.Of fxAYl 150.it fid52 sv IIAr9N t a, L'RIL£ 11 A . SEW A'N W A'" Fu WIFRNI. IfE FXL ,9W1 M77 MV AY/WIfR11[ SDW TANK WE I50OF f438t 70 SPDO tElEtFRS REpA18D 1 /xNN TAD YK7CS A SM$NNIqMyELY5IS l4AC' A I SE4/: SHNL MANS FTA9i MW N /ERFORIED ON A MADLY- VP . & wN G` TIE R57AL. A 1,500 G4(LLN-WYPAR�PRECAST CYNJCR£lE SEPTIC 7ANX iM& $M44E W Y l6TANE0 DN T12 561E SCK MNL195' NS0 DLYL 4 f47.12 7ypp: COAR COIPLN&NNS 571C1 lff WRKED 1Z PE%A9VID ON A fRICIKM/ PASSIG' ALH StYE S/AW 4' SEYRD...40 F'P£ 7M17 ' AO M 147.47 72'. ( ) z WH AAsM WRKING TAPE 147/7 (AlOWAC SPE IKxS AAWW MUST AS RIWI/F7t1✓ 1FE7$ E1p1 Q7' BE imlc+t C7AAAIRER LFAgRNG FTELD.' - '...` �• O£SOV SGfl TEKR P& CLASS CLASS 2 J .:. f' SxlD 4D NL' PPE A.pxe - 99 x KST PASS . ��ji'• M7 1=5 42DX ) - - laT% DESYA PER(.'0U710N RME 7 xFG77 A 40 MINUTES L=r0; S=20R 1Rar "�' ', -s' S IWTIO%-I(p% LOW IDIIAlliPTANCEPA7f.' O25 .. iM 15 " I ,,,- ax- s REORRE9 LfMJMG AR£A� 330 OMIDgr Av*d b' CARE 0.25 = 1,320 Sq R. C!]IA4 flioR 147.95 .. '' If, N7.7t7 fI7.fA - ARSA 73 R III- R . � � z , � :�; DETNx AW C 33 SN1R�IX. SS CaYds �� _ _- _ , -_ .. , :.." , � �� J6LP Q'14YBER UNITS f47.71 A7T10M a ACIl:11KMJ 51Litt_ LEHI 7O £LfUArnw 140_5_B4SE71 1A DO ENI (10 ROWS LSD. 4 k / . G'' ARC D 74171 lE4PR[bF 48 1MN.-_ 1/2' ]FE 147.43 IMO-BSr� 1' PANO BLOCK .MASS !/8.J0 116m - - - -_ (10 Rows x 0 IM9T5/M)N) = 60 UNU5 x s FG/UW7 = JCtl R OF CWMDERS WILL �S N t NNr - .� i4EJiD FLOES A ID -STARTER LAMS' - 4' ,+ ' ` L17N7Lx,R I00 7AORM Cl. AM W&L OF 30- ON EAST ME AND 71' ONON I{fST SSE' MO [NEAR Ft OF ARC 36LP MIMS x 4.73 Sq R1tWV? Ft= 1,419 Sq.R. 4 " parr. D-wx (DR -it) G x S%w = JD• (� )-��- 5 (E OF FILL m OF t BY r FIELD PR w TO xsrAu nN) �19 n x R.= _ cn EuwM c/Dnr ,faro AFX Fn1 »Ir m EYIEAD To a= 47n TOP of C11NM8ERs LNsrAu TEEN' ilol Rows w ) aN67s PER Row a� NFntRarar. ssrcAls OF CRUMWD 5TD7ff _ p soR AaNw� .. p AF a' S $MD /3DLIRED = 4ro a res_ r2ox cor„ eoa .oa<el TOTAlS dRC-J.6U' u --z. _ : ' A9R7X /1TLK OF C-3J $137EM sum REgMRt71 _ 65 C� rds. 12OX Canpoctian AMarmee) Is I5O0 f�1tLON 2-COMPARIM£M��` PROfA.E 1YPlCdt ADS ARC ,i6(P pNNBERS a 14z7 •'• - Torx mcaTWA36Lr Eow IN'nr clwu�xs = srxry 60 PRECAST CONCRETE SfP77C TANX_ 1410 ^,r :: S2 fif'AiOtE �A. Atl7fM1R1e 'ar v f - TOTAL (FAC%M!C AREA = 1.419 Spft » r_,JZD SIR CaLIR MM 0 TAT AN TO 7Kw'NY.yZ1dflRr OUV*L AS DAM ARE WOMP _ u � - A' ? �e M of Rc oa mW Nde D,�IIOSa: r n,. � � "-.� _ _ _ TOTAL L&O" CVAGIY - 05 GQ/UAY >> MI G4 Y FOR Tiff PROPOSES CRIAR JIM M TO SFASaWL NOR IXipxXilrATLR LNANS TO RF LOCATED IN 86OE AW &ME OF MOMM 8'd D'RUSr1ED STONE TEST PIT DATA se4 4r�- '�' K - r490 I)My OW"M 148.5 INT£ D'- SOIL EYALN7VVS DULY 26 & 27 2005 ?d3Y, SM EVALUATOR.- N.OMWAS SCHNEAER P.E P.LS. CSE r"- < Pam. � E7KRlNC FIRM NDWB'A$SLY7hE7DERk ASSax47£S A'C.-. 56" +�' MSP070k Cft415 "LL,, JP97H AGENTJ' : TEST Plf it - Flerofron fi TEST P(7 12 1 >,, a ;` / I�XMY 1 ' T" FX67AG CRUDE 1 1 •, AT SIF SLOPE Sum Lauyr_Nda N �/ra YR J/2 / na raJ/2i , 3 - r � .. - ,� ..D"' , Ste• , , tlb.� I,i,��/\+.��i� II1.St ✓>ars 145.E 1=8341' JJ , �l,W�ATIT1r r71 A6', J -+ JJ 5R NC4Lx 91R LONG L,•r TAR 40 ML RtfW 40006' am 11w" LDW PIXY BA4RRR I4 •• r 061�7R1P Alt N'�5 CO. 7iP. MiPfE 84A�R DETA2 a 1114 �L NOT TO W" Q i / SL .M91xmM 39 Y-S�L�QttvY 142.7 i i WP/41, LO40 i ��_�� Lis . Le y'I I NA )\ k s+MNt1 R & ✓lkt9,' h J r Po Tie Fb h i BtJ sp l Fl ' i t z ' r LOW az =as. "tIs Po % au'-cs• +ilA9'aNDp 80,0.tO %Sµ R) ;'� g _ - _ J >tb--- y -F 25 in 73 (-, 151R7 1404 iN i. 7. c� rxFTlsnL , , I aaxJFL a..D ..vAsa + �, 120' 12D' 7J59 , , ,. 1 Ps �Z - OFFM TO PEW TEST 4'-8' DEPTH TO PERC 7LSE, 5'-6' : Jf *' ➢fRC R47E 1 MVCN IN21 MAN PIRC RAZE I ANCY IN36 ANN2$ r J ` ,,,. ' - t SM )EYMN. CYAS - CLASS 2 S001 7DOMIL. CLASS:' CLASS 2 i , `"•.;.. ' A:PRL toSOIL Ap771m' 3'-3' EkPA1 >0 SOA'AIOT7IAC! 3'-3" DEPM TO WAIfR: HONE DEPTH 70 WARE FKXJE WAVEll SJir£ L LMRESS-0011 NoTD1 ALL S14TEM COUPOiIEMS ADD "MEW Ak7FJTlO9 SWLL CONFAND TO JPo CMbP 150a TALE 5 OF THE $FATE i J r Y ETN,RONLEMM CLOf'AND ANY APPLMA&E LOLL REdAA]gA(S I I 2 ANr AND ALL aRN13F570 lN6 ftfSYC7N PUN LNG & APPROID BY Tllf ri 'iT ' ! .i i 'J J J '�.. ; ' i /tr\IO7 r _'•,Z \ i 31W ENY,tM AID 80ARD OF HF%TN ,y{5 . ' .. i S-LCSY;Tt LYG+NFFR AND LPL BW70 O= AfX7N ARE TO ff' N073Y0 P9'OR , J ' Rp+" .i J 1 �F `\ "s" _ , A:11ll;Tb k• r 70 64ckn w WTTD! 1!>E sm£M Is A�w1r C0.vPLELE :wD RE9a1• FOR ' + ;' �' �+ dNYE P. e .pua AK1tyZ `, i --7 70S-n' Neu. ! DATE 8r THE L AM RE BOARD r0 O8•.1 EILILED D AC F1RST i syg� i 1� , � j, _ 67 SQ, � _ i \', i i ; . �i `t �I - -? a11R0 OF WA IN .swPs 06-LAYhYC APPROVYEAL�{fRRlM A7TN TTOE N£ALRL AND OJ£(jW FIRST ER I 7 4 Ixh.� $ME AND O7xFR AID �T,�C N I 1 1 J , 1 i I I , / DISLYIfPANC45 10 DFM DVVAFII7 ' i � i I i + i S. CON +FACTOR SH411 NODfl THE DESYx1 fNGAY£ER OF ANY AAD Al IxF: "NNI FOUND &7WEEN 7NE SRF CONODKNS AND R4 51100W _ , I i S Jr` * 1' i i 7`�'Ze's• ' j .. �,_,_-<. , r' ON k3IN PLAN PRIOR RE IHf CD47NU4Tq.N OF XYARK 6 SFPT'c SYSTEA! CUIPDNENTS SNAi Bf N-20 fRODUC75 IF LOC47LTi UhD£R i� z I , ' �• ' i \ / / �. T; ; ; I DRwFwAr PARKNc oR DEFER aREAs sOBREcr ro vEwcuLM TRAmc ALL aT ER s s £M cavPawFxrs sau & x-lo Pis i ? x T T Atrr.T3c7P 7 rAPot11' CfR CAST A PL54ARUB&R &OT S TO BE IIS£D M/fRE ART ENRR OR LFA0,S All GCNCRE7E SIRUCRNES A 01difR TO A WA/ERTIGHl SEAL. - i I I , I i � \ i 7-' I ►.. 8 THE ALL SP OW 80 PPE UNDER DINMY AND SCHEDULE 40 AS SPECM. - 9 THE MAWMUL! SLOPE PER TRtE 5 FOR Al 4' IE O RR' = T, O - ra lXXJ@E lrA.SIdD CRaSNEO STLE $I14LL &' FREE CP ALt fNltT, Of/SI AND FRLfS- - INS StSTEM 6 NOT DEXWO FOR A CNRW Lx5PM LOT, WATER SOFMER OR OTHER HAW WATER NSA(#S. ' QiNr/ OF HEALTH STAMPS 12 IT 6 717E RE3 ISMILTY OF THE 0XIIACTOR TO CONU CT A a OW REST 70 .. 454'N£ ALL R7N W FI AMS ARE CaVeVO WO 771E NEW SIS71M 7,r LAE. _ ' 11845• 14, ALL FYSTFJ! COMPONEW 9WL BE MWED MEIN WGKW WRKM TAPE ,' , j i OR •- 15 DO ARE NO ORNR 101'OWN METES LOCATED WM 2W FT. OF Iff 8Y Ir 1�. PROPOSED U44NNG FED SIMM SPUW RALFW 5-AARIER - SET NSW RTLR FABgC ALL C7NkBfRS 1RWR M$TRIID4 SSIM' FD3f7@Y LCHICY4D Br AKA' �q5y ( IM.OF r413t b 1460E R, RALYAN?'7 GY C-JJ SAID TIBN U£R AWAAW DIAZ' SYSTEMS If ARC 3&P LTHI RS - Off STSTLM MW AMOR TO 6AYOML wrmim MRp7Ur A(ANE'G17E HFIRE GC18'IJLNYF YP7NMN - .{ .SCEDLME 4D ME I" D-B& OffGDVOA. IW MPR0'NL & AS MALT IHLYNRY AKAYYD 4. TtPM.11 AWEMOFPM=38' 147.r1 M. CAP SETFYYNI - u7rs PE SCI� SUBSURFACE SLI N7 77 747.4- 4 ` -- 3' DFPaF tP C-3J SAID _ ` #P7R-C1r•i1i SAAG 7463D- ".iasfY<YRIN, `L��Ti.�``e "` �vxx -';,-:��... s^t,,+4-;" ..:-=.n. +`��. �`,. ..;':= 'ems" w,.::. s .c _., - :3`>•."...,.,�„,:: t^. , , :. ,.=' f � � ..,+ ,; sz:,.�-. ,.rrs- .� :._'tc- �.a AN O'' ��- Ti9..� IYF � TYAyy. r i _27 D• To. Z7 D•_ :L y' 0• ZT�D- .38'-4••I0NER06 71P. X-SECWN OF CHAMBER LR NLNG MD j To the best of my knowledge thesge plans are drawn to comply with owner's and/or builder's specificgighms -- ----- and any changes made on them after prints are made will be done at thee .owner's and / or builder's expenseeagnd responsibility. The contractor shalll verify all dimensions and enclosed] drawing. Oracle Homes LLC. is neat liable for errors once constructiomhhas begun. While every effort has beers, made in the preparation of this plafti to avoid mistakes, the maker can not_ guarantee against human error. Thac contractor of the job must check alit dimensions and other details pnotttao construction and be solely responsible thereafter. LOCUS PLAN NOT TO 5C4LE GE -M`- ND Z�- PROPOSED MWDL#7S - - 14 - - EXISTAG CONTOURS 12 PROPOSED 4'FLY ----- 40 MK POLY84RRIER -- r- RAW? sfRl2E IEST PLr tocATKNI 750.at f ZAM MASONS f7 QPM ELEWISO1S -. d O w w V4 A SITE WFORAtATKM{ WE ADOMS- VOW DRM 0 ANF &IEEE ASSESSORS UP f_SL W ASSESSORS LOT f 5D-1 PM 0IW "W-SION LOT ZONING D SIRICT S_ MOM SERA : FRONT -ff- WE 20 REM' _1IZ! FLOOD ZONE nA - ZONE X FWM PANEL AO.: 25005COMF urtxx:IM_ 23 C RUE DRM SEDLON6 W 9M1 CWWNFRS OF Prom 114va P- & A W MLM47 N. WSAOUIN W 02747 SE LED B70X 19J7 PAGE 8JO DISPOSAL PLO x h OOU6fA5 APPLICANT/OWNER ORACLE 1R7MES SC VIDER cMi `I .ASSESSORS MAP /41, LOT /$0-7 �� N sasAo �s .G" S17E AWRESSMMY DRIVE ENGINEERING RRM.- _ 11-A!l N. DXICLAS SCHN£7DEP& ASOCWTES, INC. S. STAMP PROFESSIONAL CML ENGINEERS & LAND SURVEYORS y„ I CIN/N71• RD, P.R BOX 480 MATSPOISETT, MA 02739 e -S SCALE.' 1'=J0' id97f 0 JD 60 NOVEM&R 14, 1016 90. rr CONTACT PERSON: Dv. W, SAID. LAWS M AAWILYON, P.E. Checked 81 IDS PH.. NO. 1-508-863-5049 ,k No. 2890 23 CIRCLE DRIVE SEEKONK, MA 027711 PH: (508) 640.0505 FAX: (401) 633.6587' SHEET TITLE: DRAWN BY: REVIEWED BY: ORACLE HOMES# DATE: SCALE: - DRAWING NO. - S 1 64' - - A _.. A-8 C\ FOUNDATION BREAK: FND STEPS UP6-6" 'v I c TOP OF FOUNDATION I —---0--------- I \�1�1 --�-- - -- - — — PROVIDE 10" CONCRETE -DEPRESSION -- ----- ----- PROVIDE 1'-8" CONCIJETE DEPRESSIO C CONC. SLAB @ 30 PSI I I ' PROVIDE10" CONCRETE1)EPRESSION I I GARAGE �; SLAB CONC: SLAB @3000 PSI I . I I WITH 1/8"PERT-0" PITCH 10WARDS'GARAGE DOOR- I '-9" 10'-4". Ei I 1 Ci MID— - A-9 T PROVIDE 10" CONCRETE DEPRESSION PROVIDE p= I _; -MA CARRYING I " 1YI 4 —"3 _ —'_ — —"— I I N -, 30' I I :- L--------------- I —------- . LI b \LANDING AND S\TAIR ro S A\\\\\\\\\\\\\\\\\ G 1 F T 34' ISA, A FOUNDATION PLAN 5/8"DIAANCHOR SCALE: 3/16" — 1t-Ott E19 ' BOLT LENGTH '"" '°°' D SPACED @ 4'-0"O.C. P-0"ACORNERS EACH WAY #5 CONTINUOUS REBAR 10" CONC. FOUNDATION WALL :..' - #5 CONTINUOUS REBAR 4" CONC SLAB @3,000psi 14" PERFORATED PVC DRAIN AT - PERIMETER OF FOOTING TYP. FND SCALE: 1/2" = 1t-Ott 16' To the best of my knowled1v these plans are drawn to comply3F ith owner's and/ or builder's s ectfications and any changes made on %crn after prints are made will be donne at the owners and/ or builders expense and - TALL responsibility. The contrac;;or shall verify all dimensions and Anclosed drawing. Oracle Homes Life, is not liable for errors once consttmction has begun. While every effort lbas been made in the preparation of -this plan to - - avoid mistakes, the makerrccan not - lV guarantee against human error. The - - contractor of the job mustte6heck all ' dimensions and other detaiils prior to TOP OF FOUNDATION IN -6'-6" construction and be solelWresponsible FROM TOP OF FOUNDATION IN - thereafter. FRONT .I I I I I'I - U — A_q ` I 12" x 24" CONC. CONT FOOTING I :I - N 10" CONCRETE FND WALL .PROVIDE REINFORCING STEEL - - (, (REBAR) IN BOTH FOOTING - - - AND CONC FOUNDATION WALL - ------------ TOP OF FOUNDATION 23CIRCLE DRIVE. rIo'I SEEKONK, MAR(02771 PH: (508) 640X'0505 - 10" CONC. FOUNDATION WALL 3,000PSI _y— Ill� I �I 11= - FAX: (401) 6333,6587 > 4" CONC SLAB @3,000psi 11-11 111=1 - IT —,I( 11 IEI I 1= i" OF 3/4" GRAVEL USED UNDER ALL CONCRETE o--11 1' 11-11 SHEET TITLE: SLABS @95% COMPACTED " TOBEBxlsTnuGACKFnran - BACKFILLMATERIAL —1 r IIII / TIC 11 I E5 DRAWN BY: b III III r 1-1—�� -- REVIEWED BY: ORACLE HOMES # 1' X T CONC FOOTING a — l(��111 11 WITH#S CONTINUOUS REBAR illliil ��111i DATE:. .. SCALE: BACKFILL METHODOLOGY DRAWING NO. A-1 SCALE: 1/2" = 1t-Ott f rpRJOR ANT: To the best ofmy knowledge these Y g ALL EXISTING CONDITIONS AND MEASUREMENTS plans are drawn to comply with I _ TO ORDERING MATERIALS AND CONSTRUCTION. owner's and/ or builder's specifications and any changes made anthem after prints are made will be done at the owner's and / or builder's expense and-i responsibility. The contractor shall verify all dimensions and enclosed drawing. Oracle Homes LLC. is not liable for errors once construction has; _ begun. While every effort has been E18 : made in the preparation of this plan too avoid mistakes, the maker can not _ guarantee against human error. The contractor of the job must check all dimensions and other details prior to, construction and be solely responsible -- thereafter. A-8 _ I6 I DECK LAUNDRY ROOM BEING FRAMED AND CANTILEVERED INTO ^� GARAGE I 0ElI ❑ -6" t o .I o I- 20'_3" 4LA RY / _ �' 6, I C U 00 It A 9 — — i TO BE FIREPROOF _ -// .. N 4' a E3 T-7 1/2" p d 4'- 1/2 " �I v, k- 3 LL N I RA�CiElO I/2" _ I � _ THI I PE STEP REVEAL _ -- ---_ G�— ^, � HANDRP1DIES EV'f0 WALL � c CLIENTS CORNER HUTCH .. LOAD BiEARING WALL FOR SECOND FL R - _ _ _ I_ _ _ - COLUMN - — - 6 111/2' �, UP $ CONFIGURATION TOJ I S IE �l — _ S -----j l---------- —� N - +---- t�1 f T (=T7 ' BE DESIGN AND A-7 POINT LOAD �— --I N - o. DETERMINED ON SITE A-7 i II {E-3'-' Tj E=ANCE o. / o r CL - CONC. FOOTING SUPPORTING POINT I LOAD FROM SECOND FLOOR I `" 3� ^S 27'-10" I� I DECK ORACLE HtJN!:LS 23 CIRCLE DRIVE SEEKONK, MA 02771 PH: (508) 640.0505 _ FAX: (401) 633.6587 LIVING AREA ill 1172 SO FT SHEETTITLE: I DRAWN BY: REVIEWEDBY: ORACLE HOMES# T FLOOR LEVEL _. DATE: FIRS. SCALE: DRAWING NO. A-2 A I i 4'. 8' 5'-3 1/2" I11-4 1/2" 8' 4'—y ® ® I I B B BEDROOM 3 3'-l"-6-01/2" U -Zv- 15'-O 1/2" 15 A-9 LIN N _ MASTER BDRM = zi .... °O it -8'-21)2" 5'-11 1/2" W.I.C. CL P1 ': BATriI'-01/2" 3'-8 1/2" � I •__ N qq ry Co S 4'-81/2^ s 5'-10 1/2" y v a N I6ME OFFICE o BEDROOM 2 N 2'4 B c CL m 2'-0 ll2" a"I T-6" 9'-31/2" IT-2 1/2" 34, LWINGI AREA 1267 jsgft I A SECOND FLOOR LEVEL SCALE: 1/4" = F-Ott IMPORTANT - VERIFY ALL EXISTING CONDITIONS AND MEASUREMENTS PRIOR TO ORDERING MATERIALS AND CONSTRUCTION. 110 MPH DESIGN CRITERIA: WOOD FRAME CONSTRUCTION MANUAL GUID TO WOOD CONSTRUCTION IN HIGH WIND AREA FOR ONE AND TWO FAMILY DWELLINGS. General notes: 1. All window and door headers to be (2) 2x 10 with 1-1/2" rigid insulation between each 2x. 2. All window and door openings to have (2) king studs and (1) jack stud on each side. Provide LSTA18 strap at each side of exterior header connected to jack stud. 3. Garage door header to be ridgelam built up LVL beam 4. Garage door opening to have (3) king studs and (2) jack studs on each side. 5. All exterior wall plywood to be W' exterior grade APA rated sheathing fastened with I OD ring shank @ 4" panel edges and 12" O.C. in the field. Plywood sheets shall be continuous over all top and bottom plates, furthermore all plywood sheets shall run continuously across the second floor rim band joist. 6. All roof sheathing shall be 5/8" T&G APA rated sheathing fastened with 8D ring shank nails @ 4"O.C. panels edges and 4" O.C. in field. Nail spacing on panel edges within 48" of eaves, rakes, and ridges shall be 4" O.C. 7. All sub -floor sheathing shall be Y." T&G APA rated plywood sub -floor fastened with 8D ring shank nails @ 6" O.C. at panel edges and 12" O.C. in the field. Furthermore plywood subfloor shall be adhered to all supporting members with continuous bead of industry standard sub -floor adhesive. 8. Provide Simpson HDU5-SDS2.5 hold down at each outside comer first and second floor with 5/8" threaded rod continuous through second floor double top plate. 9. Provide Simpson CS 16 coiled strap connecting stud to stud between first and second floor perimeter band joist every other stud at 32" O.C. 10. Provide Simpson SP6 Strap connecting top plate and stud every other stud at 32" O.C. - 11. Provide Simpson H2.5T Hurricane Tie connecting each truss to top plate. SIMPSON SP6 STRAP DETAIL 91, r� f SIMPSON CS 16 COILED STRAP DETAIL � n I SIMPSON HDU5-SDS2.5 DETAIL c . 2 — SIMPSON H2.5T HURRICANE TIE DETAIL To the best of my knowledge these plans are drawn to comply with owner's and/ or builder's specificati airs and any changes made on them afhe-r prints are made will be done at tb,, owner's and / or builder's expense nand responsibility. The contractor shallt verify all dimensions and enclosedl drawing. Oracle Homes LLC. is runt liable for errors once constructionlhas begun. While every effort has beers made in the preparation of this pla_u to avoid mistakes, the maker can nott guarantee against human error. Thee contractor of the job must check aill dimensions and other details priorttto construction and be solely responsible thereafter. 23 CIRCLE DRIVE SEEKONK, MA 02771 PH: (508) 640.0505 FAX: (401) 631.6587 SHEET TITLE DRAWN BY: REVIEWED BY: ORACLE HOMES# DATE: SCALE: DRAWING NO. A-3 To the best of my knowledge thesee plans are drawn to comply with owner's and/ or builder's specificak'tions and any changes made on them affter prints are made will be done at tree owner's and / or builder's expense, and responsibility. The contractor shaljl verify all dimensions and enclosed drawing. Oracle Homes LLC. is mot liable for errors once constmctioni has begun. While every effort has bean made in the preparation of this plain to avoid mistakes, the maker can nott guarantee against human error. Tts,e contractor of the job must check Gall dimensions and other details priosr to construction and be solely responsible thereafter. 23 CIRCLE DRIVE. SEEKONK, MA 027711 PH: (508) 640.0505 FAX: (401) 633.65877 SHEET TITLE: DRAWN BY: REVIEWED BY: ORACLE HOMES #f ELEVATI :T ON DATE: SCALE: ttt = 1 11-011 DRAWING NO. A-4 -- ---------4—---- REAR ELEVATION SCALE: 1/4" = 1'-0" T LEFT ELEVATION -_..a , SCALE: 1/4" = 1'-0" T th b t of m knowled a these o e es y g plans are drawn to comply with owner's and/ or builder's specifications and any changes made on them after prints are made will be done at the owner's and / or builder's expense and responsibility. The contractor shall verify all dimensions and enclosed drawing. Oracle Homes LLC. is not liable for errors once construction has begun. While every effort has been made in the preparation of this plan to avoid mistakes, the maker can not guarantee against human error. The contractor of the job must check all dimensions and other details prior to construction and be solely responsible thereafter. d 0 w z 3 23 CIRCLE DRIVE SEEKONK, MA 02771 PH: (508) 640.0505 FAX: (401) 633.6587 SHEET TITLE: DRAWN BY: REVIEWED BY: ORACLE HOMES # DATE: SCALE: DRAWING NO. A-5 - To the best of my knowledge these - - - plans are drawn to comply with - owner's and/ or builder's specifications, - - . and any changes made on them after - prints are made will be done at the - - owner's and / or builder's expense andl - responsibility. The contractor shall - verify all dimensions and enclosed - - drawing. Oracle Homes LLC. is not 5/8" ZIP BOARD ROOFING - liable for errors once construction has, SHEATHING - - - begun. While every effort has been made in the preparation of this plan tog ENGINEERED ROOF TRUSS avoid mistakes, the maker can not guarantee against human error. The - RAISED HEEL TRUSS DESTGN CONTINUOUS ALUM. DRIP contractor of the job must check all dimensions and other details to ENGINEERED AND DETERMINED EDGE w/ PERIMETER ICE AND prior BY HARD PINE INC. WATER SHEILD T-0" UP FROM i construction and be solely responsible.- - - " ..: ' BUILDING EDGE - TOP LATE- FINISHED CEILING, - thereafter. R-49 FIBER GLASS INSUL _ -ACCORDING TO ENERGY - - — - — - - - -_ - — - — - — -- - - — - CODE HEADER_ 1/2" GYPSUM BOARD WITH SKIM- - — - — _ - — - — - _ - - -' COAT PLASTER -SMOOTH - ALUM. GUTTERS &DOWN FINISH ON ALL FINISHED SPOUTS CEILINGS CONTINUOUS VENTED SOFFIT - - SIMPSON H4 HURRICANE TIE r . 6" COMPOSITE TRIM BOARD O r AROUND ENTIRE EXTERIOR '� 1/2" GYPSUM. BOARD w/ SKIM COAT OF PLASTER - SMOOTH - - - - FINISH PRE-CUT 8'-0" 2X6 STUD FOR 2ND .. BASE BOARD MOLDING TO BE - FLOOR EXTERIOR WALLS - CHOSEN BY OWNER SECOND FLOOR LEVEL - ' SECOND FLOOR LEVEL __—___—_._ - h FINISHED CEILING ' U - TOP -.. AS TOP _ (2) 2X6 PLATE HEADER -- - - - - - - - - - - ---------- I - VINYL TRIM TO BE CHOSEN - R-21 FIBER GLASS INSULIN BY OWNER I EXTERIOR 2X6 STUD WALL 1/2 ZIP BOARD SHEATHING - 5" BASEBOARD TRIM p .., TYPAR BUILDING WRAP STYLE TO BE CHOSEN BY 2X6 EXTERIOR STUD WALL t OWNER - - - FINISH FLOOR MATERIAL... TO BE CHOSEN BY OWNER - 1"T&GADVANCTECHSUBFLOOR FLOOR LEVEL— FIRST FLOOR LEVEL -FIRST _ ' T.O.F _ - - - - - - - - - - - - - HEADER 2X 10 HEADER - FIRE RATED TJIFLOOR - 6 --- --- --.-- --- — JOIST SYSTEM - ,' (6) 2X6 SILL PLATES OVER - - ENGINEERED CONTINUOUS SILL - PROVIDE 1/2" GALV - FOUNDATION ANCHOR BOLTS R-30 FIBERGLASS INSUL. 4'-0" O.C. & P-0" FROM FIRST FLOOR JOIST ONLY ';':. CORNERS PROVIDE #5 CONTINUOUS RE ROD -:. -. .6 T.O.F. AT WALK OUT - 23 CIRCLE DRIVE - - tt r. �r 4 CONC. BAS- S 71 10" CONC. FND. WALL -- pR.. PROVIDE DAMP/WATER PROOFING ON PH: (508 640.0505 ', EXTERIOR SIDE OF FOUNDATION WALL FAX: (401) 633.6587 4" CONC. SLAB @3,0 psi BASEMENT SLAB LEVEL ,s SHEET TITLE: - INSTALL 4' DIA PERF. DRAIN TILE 12 "',� CRUSHED GRAVEL PROVIDE #5 CONTINUOUS RE ROD - e DRAWN BY: REVIEWEDBY: - ORACLE HOMES # DATE: WALL SECTION WALL SECTION, T WALKOUT SCALE: - DRAWINGNO. SCALE: 1/2" = F-0„ SCALE: 1/2" = F-0" A-6 14 RISERS @7 1/2" *NOT INCLUDING SECOND FLOOR FINISH FLOOR I t i , BEAM POCKET TO BE 3" IN HEIGHT AND 4 1/2" IN DEPTH WIDTH IS TO BE THE FINAL WIDTH OF BEAM SPEG'D BY STRUCTURAL ENGINEER. N I 1 \= 101/2" ri 101/2 1{ 11 7/8" T a E 7,7 a 1/2" \ N i% p I _ PROVIDE REBAR y - 3 BEAM POCKET AND BEAM DETAIL SCALE: 1/2" = F-0" —R-21 THERMAL INSUL. 2x6 EXTERIOR STUD WAl To the besti of my knowledge these Plans are dlfawn to comply with owner's anted/ or builder's specifications and any changes made on them after Prints are n tade will be done at the owner's anc'd / or builder's expense and responsibiltity. The contractorshall verify all diitnensions and enclosed drawing. QJtacle Homes LLC. is not liable for e44ors once construction has begun. Wh`4le every effort has been made in thc� preparation of this plan to avoid mistaakes, the maker can not guarantee aapainst human error. The contractor cof thejob must check all dimensionajand other details prior to constmcti6an and be solely responsible thereafter.. O w U u O 3 z a 723 CIRCLE DRIVE SiEEKONK, MA 02771 IPH: (508) 640.0505 P%AX: (401) 633.6587 SHEET'MTLE: DRAWNIIBY: REVIEWED BY:. ORACLE HOMES # DATE: SCALE:. DRAWINfG NO. .A-7 - __ - , __ - I I I . -_ I---- ______ I I � I I - __ - - , --- "I - -___ - -- -_ --- - - ____1 - - - _____ -_ - - -_ - _ , � - -_ , --- - - -_ - - ___ - _ - II I I I I I I I i I I . - I i I I I I I I I i I I I � I I I I ; I I i I I . I . I - iI I - I - I ___ 0 __ - ,I . 11,111, I I i I - ___ I I � � --- - I I . I i I I I � � -1 . I - . � I . I __ . � IV I I I . -_ � - I 11, I= � I � INSTALL 24 DA HEDSTROM PWTICS RISERS 077H . ....... I I I CZ) . . .......... ___ I I SMAGE_DI�PQSA SYSTEM DESIGN DATA ..'. �' - I IT � . rOP OF F90N9 CORRE640 POLYPIPE & POLYLOK SCREW ME COVERS � 'REMOVE AND REPLACE' N01T.- I ..'.'.'.*.'1 " PROPOSED A77ON . . . . . . . I � TYP "ORENCO SYSTEMS" (OR 0YAL) ....... OR PREW CONCREff RISERS & COVERS TO 0HIN 6" INRLTRATOR RL7ER FABRIC OVER ALL I VENT 017 H CARBON NR RL TER � FLOW REQUIREMENTS- 2 ............... El. = OF RNISH GRADE OVER INLET & 0U7LET 7FES & hAffLE CHAMBERS & THEN OVER SYS7EV SWD WHERE REQUIRED, CONTRACTOR IS 70 REMOVE ALL LOAM, SUBSOIL ANP OTHER ........ . . . . . � �. �..: 1. I I TO BE LOC47ED AT END OF ROWS UNSUffABLE MA7ERML IN THE AREA BENEATH AND FOR 5 FT ON ALL ,'�IDEs OF PROPOSED NUMBER OF BEDROOMS. -NKE_(Jj k ...... - I., � _ �Q - �.� I'— " 1 4* SCHED 40 PIPE -INSPE0770N PORT � I DIE LiACHING IACIUff. ZXCAVAIED IMUML IS TO BE RETEACED 077tH CLEAN LA It Y DESIGN f Z 0 W PER 7771 E 5. 1 P1AttS-_-_._._-_ .:%:-.- , 110 GALLONSIBEDROOMIDAy F1 .............. .... - I - w SCREW 94�, WRAP w FLIER FABRIC I � C 04 RSE SA ND f REE f ROM Ct A Y, RNES OR 0 THER UNS= BL E MA 7 ERN L. y ' * * ' *9L., . I _. .... � I . '.-'� " '.4. - � . ;; __;i::' --) FINIsH GRADE I - I BEDROOMS = JJO GALIDA y . , � L -.,. 1 ::i::F,5o : 5i C14761 �� :! , :,: EE� - V 0HIN 4 OF RNI,'�H' GRADE T IN ACCORDANCE WfIH J100MR 15.H5 j CONTRACTOR SH4LL PROWDE',A TOTAL DESIGN FLOW- 1 10 6AL.1hDRM x . ..... .: ' ' , k Y 11; . I ;;:::: - �� -SREED 180 Min. T , : " : � � I i -10 LEVELERS REQUIRED I Hep I''.. _- - I ..1. - _.: � , �_ , a, * --... ... I GARAGE SL46 . , -, :.' I EE �4J& SIEVE AA14L YSIS Of' RLL AM TERLAL IN RLL SH4LL NOT. CONTAIN ANY' MATER14L SEPTIC TANK SIZE- xokl-z %... .�...: ... ." -..,*. I --- RNISH GRADE I . .. S. = 'i . Z.: I ,-. V1 I I ; 2R� i I LARGER URN TWO INCHES A SIEVE ANALYSIS, USING A 14 SIEVE, SHhu BE I DRIVE --- 0), ; ..... ......... I - �:::: �: :�:� ; I �_' I I PERFORMED ON A REPRESENTATIVE WPLE Up To 45z By WEIGHT C7F THE T17LE 5. JJO CAL. X 2001-. = 660 GALLONS ':-:-:-:C:z) . : : - , ..': 1, .1. ' . M gw��' " , _: . . � _70�J -1 I ...... ��__ I SWPLE AMY BE RETAINED ON 7HE /I SIEVE. SIEVE AAAL YSIS ALSO Sma 149 - � t.' " IF ["I H I H ... ._ '_,..?. -�!,'��'-'.'�� .; -.'j. -:-':._ , . 14Z 12 INSTALL A 1,500 GALLON 2-COMPARTMENT PRECAST CONCRETE SEPTIC TANK .... Cd . , .':!-'.-'; �-.,�.,�.*".::-.-.-;�,�'.��.�.,--..t�.., �.�:�!�..'.".�*�Zk-"-'_j: . . . . . � , � .. Typ. COVER Z-ALL COMPONENTS SHALL BE MARKED BE PERFORMED ON A f PAC77ON OF 5AMPLE PASSING 7HE 14 slEvE ... . . ........ � - I , S,-IjCH _� . . . .� JK _1"1'` , '; 4 " SCHED, 0 PVC PIPE - i-Nwce .. "I 4" SCHED. 40 PVC PIPE END PtA 7ES, � 14Z47 12- (Min.) 077H MAGNE77C MARKING TAPE L 0 T f112 .:'.. _w - . � ' " ' ..... "w, . AMYSIS NU5TDEM0NS7R47E THAT THE M47ERAL MSEIS EACH OF THE- LOC� 5 . : : LIZ . I .... ... * * ' �_. I �� ... Il \ -- - �6. (Min.) L=5', S=2.07. (Min.) - � .... _ .. - .---- - I FOLLOWNG SPECIRCA77ONS AS LISTED TO THE RIGHT TYPICAL CHAMBER LEACHING FIELD. . I ... :.* . �.' 0 r .................. �� - I . %. .... � f. - _ - H��_ - u ............ ...... ._.. ...... cuzr . - 'w :_-..... ...... I ... - ... � ... DESIGN SOIL TEXTURAL CLASS- CLASS 2 ....... . � ".. _-'-� L=10', S=2.01. 3 __LaT UNE , ["I � ... - ... � ....... 1. � I'M wf -.4., 1 ..- .......... I ....... SIEVE SIZE Z THAT MUST PASS SIEVE I �. I - '. I I ------ .... '�.-��__ . . ..... .... . �'�' .. .71� 14. 0 :.� .... __................ I . I * �`� :. 11 - ' . - . ' . ' . * . * I ' . ' I - , . . 'i � ftwel"I ........... ....._..._. C * ...... . - ,;..*. � :: 10, - .:.4 . - ..... 4 100z DES10 PERCOLATION RATE' I INCH IN 40 MINUTES ' . --- I ... � *!�'_"-' T �5'� 1'� 0 &-UF -_ - - ' I CELLAR FLOOR . im 15 . . . PINE F . � ;__ � � I . ' '� 14795 :�' ' I .: a 5 10z_ 10070 LONG TERM ACCEPTANCE RATE- __q.25 . .%..� : - -:f.. 1-1 .- - �� .............. z .. .... . __ �__. I __. .... � ........... - %.. - EADER . .:.�:�:..,:�.:�.'*..�-..��'..�...,....-. ....... - .......... I ..... 1.11-1. � �� ...... I. . SURDI R%N. .. % . 14Z70 �.�.........�'..'..,.'..\-...,........�...-,Z-� .... .... � ... ". _�� I I-- ... I ........... '"�..-.��-.: ...... � -..:_-' ... - .'-'�`."...-'-.�-.-.--- E I - " '-'___z'�H^.::1"_ -w--so - ' ..: �:�,`._. ** �...", . _�_.�. --- " " " - _ - "W" -.1'... I __ '. , �' .11 .... ... 11 1 ......... � ................. - . ..... � . :� - ..... �_.. - .. . ...: ' ... � _% ..... - ............" .. -&-, �... � ..�Y.I......'... . - I �' ....... I . . ... :. * ...... . "-"'"'-' - _�.-*' ..�"-..",....,..,--.--..�-".,..--*--.-.-"-...--..'.*�",.*., -*"-",* 31t__1%%__1_11: ... _4� .... � --- -207 ..1 ..'H.'..': ........ : . ..... � .. . . ....... - - -- - ---- .�' .." ...' -.- '4 . .. - .......... � ... .. - .. ....... - ..... ... -� ---- .-- _ r= ...... . . � ..... .. : . - _1 .. , . - - . __ -K-'-'---'---`,-' ------'.-'* -, 3. ..' , - .. I .......... ... .. ..... .... � .- .. � .X_ ......... . i".'_... .----.--" I .. .. .. . .... - '� . . �.' ... _'�. . . ...... ..._...... � ...... .... . �,.*,..-�,,--��..�..��*....,.,.,.,...: "..'.,'.�.'.�,.".]..".�...�...�,..,..-�.�....�--....-, �--* t"', .',: . - . .... � ... ___.�:_� .... ............ � ... - 1. �'-..- - - - .". "' __ _'.. _'..w # I . REQUIIED LEACHING AREA: JJO GALILAY Divided By LTAR, 0.25 = ........ * .. ... �*".�.'.'.'.'..............".,.�� ..... ..'..�_ . ___1 .: :� '' .. I'll . .... ... � . ,. iju H 07. . .. '__� 44.01 '._�. "I, 00 _ EI=F .. I = 1 . I _-'_ .... .. _ ... . - ...... - ... .... . . - 11 00 . .� 1. I - '. . . ... ... 1.1-1--l" .. � ...... .. ..,_...... - - - � ... �_. ...... 1-1.1�*,.-.*.,�*,.--".�l.-I.,.*�I'l�i�..H..-..'..".*�..'.'..'� - - . ...... - ...... - ...... -.1, .... ....... "__ ..... "_ ..... 1_1 ... _____� ....................... . , . .. . -1.1 ... - ............. � .... __ ..... � ........ W ........... �'I.� WATERPROOF CELLAR '�' 48 " MIN I ..- 112 070�571 1 -1-320 Sq.Ft. *.*.'.*.*.-.*.*. . . :... ..' ,6AS 84FfLE """ " � � ,./, .' 6�_��t�._ '. - � I . . ............. . ' ' _�� I LEACHING AREA PROVIDED 4 7J Sq Ft / Linear f 1 OF ARC j6Lp CHAMBER UNITS ..... . . . . .... � _ : 7 __\� \- 7WO-8 - 16 Ix 1 - PA 770 Bt OCK SFLASH I I t�� -1� I 807TOM OF MAKA7708 SH WEVEL TO ELEVATION 1405 B60 ON'i ___. . .--. . . . I ... . WALL ON UPRADIENT I - I :. 112- ,9ELOW TEE 1474J im!�"--'-..' x ALL I :- - . .... - _ . 1 4& - I .:- ". .. -.. SIDES, WrT & NORTH , - '�"_ - PLATES 0 10-STAR7ER UNITS --t ... _ - --i-, - . - .. . ..i"' I _��.2,"' ,HE 4 * � ; __�__.* - - .- - ,?Y I "; �4 . 11� SUKARY ..". ";... (10 ROWS x 6 UNITSIROW) = 60 UNITS x 5 Ft.IUNIT = JOO Ft. OF CHA BER I - : _.. �ffmy . - '!�'��' ,,;. I M S . :_1 .... ��'-L'zi' ,� CONTOUR INTO HORIZON C1, DEPTH WILI BE JON ON EAST SIDE LOCUS - - . I . � - - .. I - (ON WEST SIDE . - .. CONC D-BOX (DB- 1 1) (MI)7.) 1. - A . ... - I _ND 72 0 - PLAN ... I - �_ _-] I...4 �' - I JOO RNEAR Ft OF ARC J&P CHAMBERS x 4.7J Sq.Ft.1L)NEAR Ft.= 1,419 Sq.Ft. NO T TO SCALE i- i . . I 14J. 70 \ �` 1 6 Units x 5;lUnit = 30' I - . I - . - - Ul . � I -16' I _/____ F ... "I .__ � tft�_ _F - -------- __T_ ;.""�..-.;`;��_:' (ELEVA77ON TO BE VERIRED BY ENGINEER IN RELD PRIOR TO INSTAUA770N) 1 _�.-' 1"__:; -._,.--." 1 , ki....' .. ... . 17 =1 ' ;�'v�.. ' - ...1n; ,41� 0.25 . .- I n� .-'j-;"� :. ' ' * -.1 . I ' � '_ 11 . �' .. - . _. � 11 _� � �_ , ,-. . GAL q. Ft. = - ' !**�� ; �' . RLL PER N07F TO DffND TO EL= 14747 TOP OF CH4MRERS 1,'� . . . . . � ��'.;'�---- -, -4z�t�".': I ' - - ," 11.'...� 1 0 UNITS PER ROW OF INFILTRATOR SYSTEMS ; �e_- __ I . ��""I" �t�:. -;..?!_'-.' __,_ _ffim - . - � �-z� .... �� . .V.;.?! _�'-_7 , _ I � ist Con I ' ,... .' _- -, r . . - - . . . . . - : . : : : : '. �� I . . ,. � _�_" - I (WR-) '_ _��__60 BED OF CRUSHED I ' L=40' W15' OVERDIG . . __ APFROX VOLUME OF T17LE 5 SAND REQUIRED = 4 10 Cu. Y I __ Sq. Ft.. X J55 GAL. LEACHINGIDAY � I - 7partment O' _v_.Low.go_tt1&_ Lv- � . - -_ bs. (207.. aompatction Allo!j�ance) IT 9,, 1 - ;�R Z I LC&END 1,500 GALLON 2-COMPARTMENT 2nd Compartment �'_ - ' - � . . . . . .-..- . -I.."- - - " 1, __ . � -�" ' ' I _Jm , " " _ z =660 Gal Min. ` 0. = 142.7 = gll�:��t.�'-" - �� rt� _.�i ARC 36LP CHAmBERS =JJO Gal Min. k �_'�_"1_11'_'_�".111_ ",. _- .- " . � � � -'r -': .---.i --.r-�' I -JJ SYSTEM SAND REQUIRED TO TA LS I , , ii�."" , �Rs�-�` _�" _'-;.. - ._§""� , :M* h5PROX VOLUME OF C � - . � �i - )n Allowance) "�Jji� . . . . . . . . . . ". - - . - - I .................. . � '�-._ � M:6�_ N I '�.... . .. PRECAST CONCRETE SEPTIC TANK 1 .;';" PRORLE OF 7YP/X ADS ARC 36LP CMWERS - t ;;; � - - TOTAL NUMBER OF DISTRIBUTION LINES = ---�� PROPOSED CONTOURS . 1 '57 ��' ,".1 - ��. 11 .... I __gL(I10j . . !rl-;f�� 1: S �_ , � -!".. ", - - _ .� .. - - ' - - .1 ", '. - � - - I ,--,-.!I-- -11 ....... ,_-K - . . . . . . . . .'.. ' _ -- 1 .. . ._;_, - i I ' _'__`_�`1_"_ 11 �e . I " I -1 - - � ---- 4 , ", 1'_" ,!'!_r_'_' -, �. NE '1-:'. , -149--- EXISTING CONTOURS � I �� - _-_�_'_nE_1.__�. � SEE MOVE AND REFLACEP NOTE TO THE RIGHT 1-1 �_ - " - I I TOTAL NO. OF INFILTRATOR ARC J&P LOW PROFILE CHAMBERS = SIXfY (60) . 19-1v ' .. __ -- �- zi:!s�'-w� ' _1'11_1�� , ---:� - i�s-=:'!2 ;� $ - � CELLAR DRNNS 0 1.0,ro MIN, TO DOWNGRADIENT OUTFALL AS SHOWN ARE REQUIRED I I �._ � _� N".�fj�;j'"�_ - V"�rl� il'ZW ?;F, � � �' �� - - '. 9 �.. �_ - e� th of Remove and - ��-.�" rt��" � '� - . I I ... 12- I-: PROPOSED OR THE PROPOSED CELLAR FLOOR DUE 70 S&SON ./ = 140.5. - � .. c. F .. T., z'li� * '�� . :�'. TO TA L IfA CHING A REA = - -1, 4 1-9 Sq. Ft. > > AL HIGH GROUNDWATER " %. I I ;'_511 __ 1,J20 Sq.Ft. 4 " PIPE - - -, - DRNNS TO BE LOCATED ON INSIDE AND OUTSIDE OF FoohNgS. / 111� /;�? A' X, I . TOTAL LE4CHING CAPACITY = __ j55 GALIDAy >> ��. - ... ..-. __jjj - ..... � � .. � ...... ............ GA LIDA y = =...._w:.''..__-.-' ............ I .... � ... I ........ _:.....�,...."... .1-1. I / / / I I - - - - -W-- WA TER SERVICE 8" of CRUSHED STONE ��illillilill�!l�llil P X- -V 7EST Pff DATA / / ' '' 1111 iiiiiiiiii,llllllllll�11111,�illiiiiii,ll�111,1111111,,I�l��ill�ill'',Ill'"',llil,lil,I S84* �j 2- \,� " - / �, � I ______' ) /________'_ /___ Z_ / � / , V% ,� I � I TEST PIT LOCATION 2005 �� K DKE OF SOIL EVALUATIONS. JULY 26 & 27, :!:::::::::::;;1 � V 1: :,::: I / .-- I / ____".'� /----- / I / .-� I I / � / / I I � I I 1 149.�-fj FINISH GRADE I z _..� ..... . . . . . . . . . ". - :' - ; / I . 148.5+ � __ � - - - - - ..... .. Z" � ...... ...... � ------ , . 11 . :�:��-: . . . . . . . . . ' - --I _��.__�*.�:,,'.._.':� I I / 28jjV0, I - EXISTING ELEVATIONS *.._:'�: /---,-- ..... �`-''B'n' ._.�.�._. 1__ .... � ... ............. I z . / 11 - N .- :. ;; I _5 �. �� . , ______; / /_'. / , SIFJ- SOIL EVALUATOR DOUGLAS SCHNEIDER, RE, P.L.S., C.S.E ..!. .-.-.!� / . �.__ .-,.,.. ( .. ��.�.'--.': ...... ..... - . ...... . ....w i" / .�� .�� .�� .�� .�� .�� . .�� .�� .�� .�� .�� .�� .�� .�� .�� .�� .�� .�� .�� .�� .�� .�� ..��__�:.��.�.. '..,., I ENGINEERING FZR.M.: N. DOUGLAS SCHNEIDER & ASSOCIATES, INC. .__� ...... __ I ........... . �__ ... _1. ...... I . .��',*.-..*.-,.�-.....-..--""- 11 90--�J6LP / I (E� - I 2F.-H. - ------ ... ___ ........... _ ... I 1 ��__ * �.:__'_'-1"._*_ -`__"____'_'_ """"E"' _"_ - " -- """" - _ �*__.� ' I I . ....... . �'-'." -, ...... ."' ........... - ---- - ... ... ... � ...... I ......... - .. .... ____ / / - - - . X�� ' ". --�.--.�---...:....--.�.��-�,--,�.'-..-�"-.'-..* _I.'-'.-'.-'--'.-.',.-,-:-.,. . -1 ... A I INSPEC TOR - CHRIS MICHA U0, HEA L TH A GEN T I ..-._.'.-� . .....................'...,.-.-�,-..:.--�,-."-� � ..... ... � ._.'.'"..-'__ .. � .... - 11 1--", L M C,Y/*o Rng (W/o kf / �.� ....... . 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I ... ..... - 11 "�\ �' \ \ �1, N � _�.-.*.-'.�:,:� ...... * '' \ , \ _ " I / / / t� / ) A OF WA5)- . - , \ ..'..__ "Z"�,,�.,.-.�-....��..'�....�.,*.-: , \\ I \ \ I ''I 11 . - CS- � *� 12 L154-08ING Q GENEW NOTE . I I / I / '\ 't7o __ � rONT .__UEy \ �� \ , , ... 1, - I I I .1 , I I 11 - - - _". - - , � / I I I / I � 41VIR,69 rcm (11VL1 1\1 \ \ ' "I" .,_....'... ..-.. " .. " , \'� \' "J�' \ \ � \ �� __; � , I �:� ,� _", OWNERS OF RECORD. ' '.' - _� - LFHER ... � I _m 2 IS�' W _-'--, I .' WA Y I , VA=WAN%7AWMWAWNAW&WM- I I 11 M__ �d '_ I "" � SCHMU,f�_i".jd� '�� I , � - � , I '� , � 1� , , � �� . . .' , � � .e ." - , I , I I 9 I /� I I / I \ I \�u'ff,01WS10N_)g)'v I \ \ I _.__-_ .... ....... ... ___�.*�:�:�:_�... \ , i� I. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION I / i / / / I / / I I IV- '�_ - - \ \ \ \ . ...' : _...:'.._ , "I \ \ I 11 � - - i� 11 ,", - � - \ � .' -1:��,.,-,:��-..N.�l:,.�.-..�.....�.. - ... '�'. \ / p", - , .. � " '� � ._ _'�� . ....... - ........ " �a " " DANIEL P, & JULIA MONIZ / I \ \ .�..'��:.�....:.�-..:-,.:.""�."-�'--.� . . I \ 1\ \ - .,.�_� - \ �' .0 \ \ \ j �?-! , '' 1i � METHODS SHALL CONFORM To J10 f-MR 15.00, TITLE 5 OF THE STATE / i / / / 11 150:t / I \ I \ 1\ \ '' 01 \ \ I I "''� 1''', � � _';�e' 5 . / / / I / / / I Jyzz� 1\ \ 1\ \ \ \ I I I / - ) 17 ': �' � i ", ISHER ROAD ENVIRONMENTAL CODE AND ANY Appj ICABLE LOCAL REGULA RONS. I / / I ' \ '\ \ \ \ \ \ \ I'll - �j � I'fl t;�' I / " � \ � �; J90 F / I I / "< / \ \ \ I I F� # ANGES To THIS DECIGN PLAN MUST BE APPROV / I / 1\ \ " "�do \ \ ,,, -11 --� �' � 1;1 1 2. ANY AND ALL CH . ED 8 Y THE / / I I I I I / I / / � / / I "� 1\ '\ Af X 1\ _ I 11 \ \ '11�1" 11�po \ \. � . zi, ��" " N, DARTMOUTH, M4 02747 DESIGN ENOINEER AND BOARD OF �TALTH. / I I / I / / / 11 -1 ? . I I / / / 1� / / ( 1\ 41 Z- I 11 1\ \ ," \ � \ I 'P " � 1. I P - 1931, PACE 830 1 1 1 \ �p / Or,ko_ 1 \ I \ � , �EE DEED BOOK J. DESIGN ENGINEER AND LOC TALTH ARE TO BE NOTIFIED PRIOR I I I I I I / / *� 'qbd 1\ \ \ \ \ \ N I , - � AL BOARP OF H I (5 iWiiO� Lot 12) / � r" Iq NEARLY COMPLEX AAln P Any P I I I / I I To wlealwr W14,-Al Mr CWT f' F0 I I I i \ � ......- \ I / INSPECTION. THE SYSTEM IS NOT P BE BACKFILLED WITHOUT FIRST I I I I I I I / / I I I "I I I I / lv//- 11 I N I \ \ \ z' ......... - _// N81 I/ j6 / � I I I I I I I / 94NIft P \ \\ \ I =__'._' . - .... - ..... 1. / I I / , / . I � ._7 .... ...... . ... . . I ....... � .... __ .. ......... � OBTAINING APPROVAL FROM T H AND DESIGN ENGINEER 11 I I & ,1144 MONIZ\ \ I .- "_.1q...__...'.._ �_,....'.:`.:'.*�'�..'-. , � I - _ / 10537' ju N. _. 1 - HE BoARD OF HEAL T I I I . _.',_..N_ - I -_ . 4. CON7R4C7OR S1 LL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION I I I I I / -, / 610,967s, . � \�_ ' I I �� I I - ��.' ::: 11-/ � - ______ -- I/ __�� I I I 11 3r& f / jri \ I � / I 1, I 4� ',� I i :::::: � :: �: I I � I I I I I , � :��.�:��:��:, THROUGH DIG SAFE AND OTHER APPROPRI47E AGENCIES, AND REPORT ANY I I I I / / I 0`440.=: 80,96)�'. ; I- I I ; :: : I I I I i I / / / , / \1 I .11 - - - - - - - - - .. � I I ...... ...... �-.,_ .. -.- DISCREPANCIES TO DESIGN ENGINEER . I 1 4 Sq. Ft.) / I �' � ___"' �� .... _ !!:�� [ I I . , - ... _..'.'..,.'.,_ ........ 1. 1. ��.�.:.--..---,.,..-.�..�..-*.:...:. / I I It I 11 1�1 / I \ I f.._ ..... ' ........... _.._. I - .... � ... =.'.'.1._"1' . . . . . . . . . . _%%_.:.. �- .... _.._ ... � - .� I �:��:..*:�.'.*].'�.,--.�..:.",.:��.,..*-.:�."-.,...� ...... J ..... _ ........ NY AND ALL I I I � I I I 00- .-..".��.......�.,...�..."'.'�.%.-...% - � ........ � __ ........ " ' . .......... � .... - .'' - .. .... ..... 0. � .- ......... __ ..... %_.� / I I I 1 7� / / / I .......... I . ..�. * ... �� I - - ��!�..� ... �.'-----�.-.-.'-.. ................ � .1 --- :-,... -.- __ . . ................. __... � I I I .I .-'-.-.�. ..�,,.... -*...':�"':: .. _ . ....... . I - - .. I I I - .�'..:'�:��*.�_�:: . ..:= _i ........... I .... - . I / -.11 .�.��...............�.........-. ,�� ........-�............�.�,�,�'..��-.,-.......- I I Al 1/. I ..- � - - - - - - - ..... .. ........... . . . . . . . . . . ........a.- - I-. - ........... . I I I I � 'Alb / I I I , - __........._� . . . . ..... � . . . . . . . ._'.'..� ....... :_'..... � .... :--l% -------- =... ........ ... .............. �� ..... 11 .... � ... ._______.__.. I I I I P I / 7� / I I ._._.'.'��'...'.'_'.: -.'.'_:�� =_-1-1- ON DESIGN PLAN PRIOR TO THE CONTINUATION OF WORK 1 71� \ I . I I - .... ::"...,��-.�-.�.�.-.-.-.-.-.�..= I I I I I I It- I / , "��_ I / / �� '�b2 I I I .�� _111.� I ........ � . . .... . .... .. ...... . . ... .. � .. . .. . f�� DISCREPANCIES FOUND BETWEEN THE SITE CONDITIONS AND THOSE SHOWN I I 1 6. SEPTIC SYS7EM COMPONENTS SHALL BE H-20 PRODUCTS IF LOCATED UNDER I � '� C� ,,,- � I I I . I / / '-,,, / /,\ \ I I 1 --- - I :::�� DRIVEWAY PARKING OR OTHER AREAS SUBJECT TO VEHICULAR TRAFFIC. / :t :t I / / I I I , ALL OffitR SYSTEM COMPONENTS SMLL BE H-10 PRODUCTS. I / I I -1 -1 I I / 11 I / / I 11R I I I I ' - -,.", __'. , ".I _� / I I I 1� "I / / / 1\ I I I I I - - I �'_q I 1 7 GROUT OR CAST IN PLACE RUBBER ROOT IS TO BE USED WHERE PIPES ENTER OR I / I I I I I I I �t *y / / I \ r LEAVE ALL CONCRETE STRUCTURES IN ORDER, TO PROVIDE A WATERTIGHT SEAL. . I / / I I I I I \1 I I I -, , / / / \ I � I I N8i -41 0 8. USE ALL SCHEDULE 80 PIPE UNDER DRIVEWAY AND SCHEDULE 40 AS SP6 / . I I I � I I I t I " / / / \ I I I I I V CIFIED. I I / 29 ly I I I I I I I � / / / / 1\ I I I I I I 1 9. THE MINIMUM SLOPE PER TITLE 5 FOR ALL 4' SOLID PIPE = 1,01w. .i IP I I I I I I I 11 / I/ / I I I I I I I REE OF ALL DIRT, DUST AND FINES. I I I I / / I / I I I I 10 DOUBLE WASHED CRUSHED STONE S114LL BE F I ' N�1� I I I ' I / �11>�/'� I �11'� 11 I I I lt�_ i- � �4' 11. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL UNIT, WATER I / - ___� - t I I 1 72 1 �T / "'� I I - I I I / / I I SOFTENER OR OTHER HIGH WATER U54GES. I I I / -,L- - --� - I / I I I / / I I - / I -, I I I I 1 12, IT IS THE RESPONSIBILTY OF THE CO)WRACTOR TO CONDUCT A FLOW TEST TO 554 66' � I I I / ________1 - ____ -11 ---� I � I I I � I ASSURE ALL PLUMBING FIXTURES ARE CONNECTED INTO THE NEW SYS7EV. I / I / / --- I I I I \ I LINE- / / I I I I \ 14. ALL SYSTEM COMPONENTS SHALL Bf MARKED WITH UAGNETIC MARKING TAPE t I I I 0 V / I I . I I I . / 228451 // I I D. H LSE , 1 15 THERE ARE NO OTHER KNOWN WELLS LOCATED WITHIN 200 FT OF THE I I I I vkl�� '�� PROPOSED LEACHING FIELD SHOWN. I I I _V�_ " .,- '� NE PIALL - I I I . N1 '/ I � I ' I I I 2-8N16"xI" PA770 BLOCKS J2" LONG . I I- � � i I � SPtASY PLATE 0 5-STAfffER bNTS F I . -. , .-- I INSTALL RL7ER 516RIC ALL ChAMBERS PRIOR INRLT94TOR SYS76YS FORMERLY DEVELOPED BY AKA . . 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WHEN EXCAVATED DATE:-,-, y S /(O I �/ 4 � . - _--� _� ? I RE STAMP— �,, - - , r__Cur.��ec_ 6��_ � � SUBSURFACE'St W-A--67_77S_PMAL7PM- I & . - I - � 14. APPLICANTIOWNER. � H, , I , � '� � ORACLE HOMES Ill- �_ � � � � � I , , , No.38540 ASSFq.qnR(� ,YAP .#di I I)T 4x;n- I I I .' , , , "'p I . .11 � - , ' - A � I - I : MONIZ. DRIVE I I IT-1 '��' ' - ?�' 11_1r14 ENGINEERING FIRM - Aft 4 � - I., 11 ,) N DOUGL4S SCHNEIDER,& ASSOCIATE5 INC. I &"""'j G I 2 ' I PL-S STAMP PROFESSIONAL CIK ENGINEERS & LAYD SURVEYORS r , ''. , ".�Ai'A'�' ' , - '� ��"'_'f' � llx , I � " X;'� ��'�'� _. 1 COUNTY RD, P 0 BOX 480 ,_ .-- � - "'��.�_"_' �� I �_ _." . z `_ I ..'_ - k1 YATTAPOISL7, M4 027J9 "'." ":�'/" '_�_'_�:�'._' ., I 11� ,,-,, , I- I .' �' -- -1 - _'��.�/ '�.-�'- �7' � , , , - , ' � '�',�F'N; r_" " �!" - -,.- , - D C! U �_i 1. A S V,-',', ',� SCALE 1'=JO' LATE NOVEMBER 14, 2016 .:,',�"'E__4 S'6'fli','!-__,'D,E�R 1:�"?�' ' -� t , -C-3' """ 0 J0 60 1, 1, �, N! 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I., . .- . i ... .11 - :",*, Y, 01 �,+�!� \�� J, - .- �, JOO LINEAR Ft OF ARC 36LP CHAMBERS x 4.7J Sq.fit.1LINEAR Ft.= 1,419 Sq.Ft. NOT TO LE . .. �j .11 - I :%i:!;' . . , I- I 1: .., - . , �, � .. :!."._ : I ...'. � ... C= D-60X (0-11) . . . . . . , I- _. .:..., _.!� 11, - - - �,,.. . .1 . . ... �` 6 Units x 5;lUnit = 30' - - (ZIE04770N 70 BE VERIRED BY ENGINEER IN FELD PRIOR rO INSTALLAMON) 1,419 #Ft.. X 0.25 CAL/Sq.Ft.= - � I \ 1� I I - - 11 �*.. 355 CAL. LEACHINGIDAY , A.... 0* � . I * / - - � � L=40' W15' Oiiii I - - - Yi�;, TOP OF RLL PER NOTE TO EMD TO fL= 14747 TOP OF CHAMBEP'5 INSTALL XN (I ROWS w,131X 16) UNITS PER Row OF INFILm4TOR SySTEMS � V,:�14�,�. la.or '.�;V_"!. - g.-;-'gg,- -, I . �i . ;;g�. C ..., - ��. -.�...�41 � ,;,g .-� .., v�, -!'J,.�;-V , ., , i 60 BED OF CRUSHED �j, 1, __� I I LEGENC , "....1. � , i _V-20illott'i Lv_ �AR 11, .� APPROX VOLUME OF T17LE 5 SAND REQUIRED = 4 10 Cu. ft. (207. Allowance) ARC J&P CHAMRSPS - i _.z:� I -, � � .. - '� ',�, `.i_hn - , " . ` _- 0. = 142.7 -s- ,,,&Z. N � I � Ist Comportment J , TOTALS . - ;7,� .-,j g .1 rr.--.. .K.-�t� 4,_*-$i APPROX VOLUME OF Ci SX57BY SAND REQUIRED = 65 Cu. Ybs. (20Z Nlowaneje ..., � �'. , ! I _ 1,500 GALLON 2-COMPA r 2nd Comportment - I- - e " �,�� PROPOSED CONTOURS Iftf I - 111� I-. -,-�-xR6q..` __ - " � .i �"... . . . . . I ..4 ,;� =660 Cal Min. =JJO Got Min. ___.. ..", -1,A-1 ....�.. .0. . I - . . . . . . � ... �"-` I - I - ... � ....... .; . TOTAL NWBER OF DISTRIBU77ON LINES = _ff±L1j0 - - � 149- - - EXIS77NG CONTOURS ri � � PRECAST CONCRUE SEPIK TA . BRORLE OF MIX ADS AW JNP CM025 �- � - ".'.'---.,-,. -11'.-X-1. - - -_ - ."! �K,�'t:!,�` I ,`z-; - _,_,�,.i�7,T �,R, -�� 11 .... 11, - �1 .1. -, r� , - .I-- --g- I � TO TA L NO OF INRL7RATOR ARC 36LP LOW PROFILE CHAMBERS = __ S/w (g) ::r - - ; -1 1 2* 1 , -!---, ; I - , -r- - '�p , , . NJ 0 11 � - -� .... , SEE 'REMOVE AND REPLACEs NOTE 70 THE RIGHT gm:��,_ .-� .11 a ,� �,,�. - - - - i��-:�,�,,��,�----��T,�.-�-�,�..:i�tz�!...-�;� �,r �-7f- �,_____'_, . - TOML LIAC^HING AREA = 1,419 Sqft >> I.J20 Sq.Ft, - " . .-,;,��_,��,�_,,.,-_, m - PROPOSED 4" PIPE . 1 2 " �a�, z?- -., - I � 1�� ,-. . - ..;,� - ,,�_ .vxtz ,,,:�I�zj�, ,'! - I !, , 4 � - .. � ;K1 - �_ - 11� . � ,1�4 Z ", ", CELLAR DRAINS 0 LOT MAI. TO DOWNGMD0T OUIFALL AS SHOWN ARE REQUIRED 2��Deqth of Remove and ftlace nar LN& ,. . - - --I'- _04 `;1 - !�, - �,_. I -.� 40 MIL POLY 84RRIER : �rdi AfhLe, 61=1405' TOTAL LEXHING CAPACITY = J55 GALIDAY >> JJI GALIDAy ,,..,,.,..,.....M�.�� . .... . � FOR THE PROPOSED CELLAR fLOOR DUE TO SEASONAL HIGH GROUNDWAID? —* . - ... % - - - -W— W4 TER SERVICE ! ,Xk.Z . . : DR41NS TO BE LOC4 TED OiV INSIDE AND OUTSIDE OF F0077NGS. / /�� ,A- X' I / / / �5� 1<1 . TEST PIT LOCATION I __T ''' id, .. - QD � 8" of CRUSHED SrONE / � / _';�F41 �f I t \�� --"% . I I - . I I - . 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CLASS 2 1 1 1 / / / / / ,�\ I \ - _-*6 &��\:�:�:�:: ...'.\..�., \ 1, I I ---- fL0,1D ZONE- _n& - ZONE X SOIL TEX7UP,4L CLASS CLASS 2 / / \ \ __ <;�_s , ..-.......�:��:::::�,.��:"."::,....""..... , \ .... - ___ - .., � I I / / f � / I *� I "I , ___ CZ 'C', . � ... ��...,'--.. - I �.-..-'�.-.-.-.-....��::-.�,-�,�i-,��i�, i � . , i I / / I I "I ,\ ,,, ;K�.:::: _.�.-��:- , ,> , , I \ I I - 11 - , I RRP PANEL NO.: L50050 - ,- DEPTH TO SOIL MOTTLING. X-J- DEPTH 70 SOIL M0777JNG. J�-J* I I / / / / / It - I / N / _1*, - , \ �1'.-.-.,.1.,�.%=T \ I I - MW I - - R.- / / / / k _�� . . .... ... , I DEPTH TO W4 TER NONE DiEP7H TO NATE �ONE / I / / I � I N,,�. 11, S\� _', w _� \ - --- I- \1 I \ � I I I I I \ I -, 11 " , ............ I \ I I APYRUCANT - ... .... -, ,�� _\� --,-. -.-.-"..,.--,+.,",-,'�"-*"-"".'�;.-,.,..,.,�.,..,..-.:.�....- \ � f N - = _ I I / / I I �, \ \ M , . ..... .. , -, , - . - ", - I I.... _1N__*__�_' `." 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I \ ' rw29' �' - ._AC \ \ ; I I / / / ,E0, F WAS 81 %, , - I \ \ I OWlil_ I qt� �7W WO Q41L& , \ N - w \ I I / / ) '\ \\ ..". \ .... � I I I . / I , wy/ft A&ffi v8z�� \ \ " '.`*�'�".1"..'..'.1��.., ..-.._-.._-��,.�.'. - \ ,P,, \ \ GENOW N07ES: - �0�1 � �\,�, \ .......... - ... ............ :�'.`...'�`.-.- N \ I 2 P ........ "" '' ..............� -� ...... �.'-*.'-'.'.....,...,...."',-.-�.�, \ -, f- - & JUL 14 MONIZ _. .... � \ \ ......... iR_N .-J......." ,�- .. \ DAM / N. I 1\ ""' ...E....- . ..... - \ \ , _....Z... I \ \ I - \ .-..-.�:-.-�:,.--..---.i-,.-.�.-.-� �-.....-...-.-...�-. I I , I . N -,� - ,\\�, ..'....--k __ / I I I I I / / I I V \ \ \ \ \ , ."', - \ \, I I f I I / I \ .�. .. . ........ ..... - .... , . . �T , . \ \ i 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CON57RUC770N I / �p I I \ \ \ \ ".*,�:�".,*","",,�,,,�'-*", "", �, I \ \ I i90 RSHER ROAD ,1. � I :t / \ \ .--.-.:..-.._...-.-� \ I , Ni,_--��i`,',,'..`. �l.-,�,:,.",..,.,.�,..".*.,.."il.".'. \ 1� .. .1 . ... .. N 1�'_.`�' , _\ ....... . ..... " . � � I I If I Wzz� \ \ N \ \ .......... \,� ... .... ... � ... ". i ...._. I / \ """ , _ * ........ `� \ \ N. 6 .... �, ,_ - '" � .... ME7HODS SHALL XNFO�y To, J10 CMR 15.00, T17LE 5 OF THE S?ATE / I I I / I I f �, / I 1\ ,\\ `1 \ \ \ .... ��S- .. `." \ \ ,11RIMOUTH, M4 02747 i ...7�.�..".,*�,.,�.,...,....-"*..,..,.,..-..*......,N.."..*.....-'.,.-,.,..*.,...,...., ...... . , ........... . . . . ..... ,,.....'' ,� \ __ ".. - ..... _,��. ......., - .... . .. W / / "I \ \ -.�.......-.-.. .. ..._.. , A \ � \ - .... .... ��---..:,:.\-, ., EAWRONMENTAL CODE ANO 0Y APPLICABLE LOCAL REGULATIONS. I / I ) f / 1\ �`." 1�9 \ .......... ... - ..... .. , / � I I I / I \ \ "I \ V - _1`1 ..... *_4 .. .. ...... ... �.-.".......,.�......�.�..,.,..,... 11 \ SEE DEED BOOK 101, PAGE 830 � 1��..:%:-:�.-,-.' .... __ ...... N \.,_,.,.% ...... . I I ...... L.-.; .... . �...I. � -11 ......". - .... . ... . � GES To r I I 11 \ \ ... ,. " \ 1\ � I I ,,11S DESIGN PLAN MUST BE APPROVED BY THE / . \ _... � .� ..... . .. .... I I I / /,--, / / / - " \ �, ...'. - ...... g.. - 2 ANY AND ALL ChAh I / / / \ . 1. \ %,N... . ....... - .... ..... -1 \ ' I -0�0- I iz-..-E:-.\.-.;..:-...z.-.�i.....:,..%�.,,.-A-.-,..,.:-:-, " -, - \ fER AND &#,� .- - IGN ENCIN AL TH. I I I / / / � \ \ \ , .��""�..�......,.".,.",......,-..",.,..�'..'�..,=.=.., � \ 1111 I / . DES OF HE I / / -, / s10,? at '\ \ ............. - ...... � - � %, ...., -, -. I I I / ..... ... . N .. I I I \ L 11 .... I .... V � I I ,f2)� \ / . . ...................... - I / ,4RD OF HEALTH ARE TO BE N077FIED PRIOR I I / I I / 11 \ N ..' - �� --iiiiiii'iiiiiiii�11� , I I I � I I ,, ." .,- ,,..-,.,.. - -.,,..,.,-, 11 '41 ��e v .\ - - I-, -, ,", --, �"� ...... ... '-....1.-.-..' I I / I / 11 \\ I "..,.,. . — 3 DESIGN ENGINEER AND LOCAL 80 I I \ .-.-,...-.,.-*......--�..,."�.'.'..':;�-,5�"."�"�" - I — TO 84CKFILLING WHEN THE SrSTEM IS NEARLY COMPLETE AND READY FOR I I I I I I I I I 11 I I DANIEL . \ I "N; . / -i 10537' . � i 7 TO BE BACKFItLED WITHOUT FIRST I I I / I I / \ I f 1-1--___. : INSPS0770N. THE SMI-EV IS� NO I I 11 I I I I / , / AfolvIz \ I I", ) �, `..-_.-..."'�`.� I I— Rev f DA TE BY .,......, ..... .... .. _ / DESORP77ON : / V I 1 ...,..:.,..,.�.,.:.,.,i..........4-. f- _,�"iiiiiiiiiiiiiiiiiiii� I I I .IV I � \ I I ,P \ '�; 1.11--, iiiiiiiiiiiiiiiiiiii� I OBTAINING AppROVAL FROM y,f BOARD OF HEALTH AND DESIGN ENGINEER I I I I I - I A I / / / I \�\, I I I , . , I /___ 7---__�, . � 1UTY LOC477ONS PRIOR TO CONSTRUCTION I I I I 1 80,96 -S 1 \4 . _/ BOARD OF HEALTH STAMP$ 4. CON7P,4CTOR SHALL VERIFY AM UT I 1 ;6�. qFt' / - I -1 � I I . ,q) \1 I I I . THROUGH DIG SAFE AND OtkTR APPROPRIA7E AGENCIES, AND REPORT ANY I I I I I \ I I / / I / , I I I I . I \11 ---- m._. i I I I I Z I / I 00- ,\, ... - I 11 .... -..� - - - - - - - . TANCIES TO 01NEER. I I 11 I \1 - - - - - - - - - - - - - - - �_..�:, ...... . �_;� ... �.� .... .. - I I if It / I .,..,_.._ ........... ..... .. .......... 1 -.=-_' DISCRE DESIGN E / I I f t- �11 I /�! \ ', I 111_1� .1 -..�-.-�--..-�---.-..--.-----..-..---.-.-...,..L-. - I ...... / / � / , A..."I", .... F , AND ALL I I I / 1%, I �.----..---..,.---,..-.,.-.-.--�.-..-.-.-.,-..-...,:�-..�..--.--�--..-.:-:..-..-..,.. - =___ .... � ....... ..... . . . . . . . . . . ...... �...�..............�.....�...-......��-..�....�l".............�... . S AND THOSE' SHOWN lrl� -,7 ............ .... ............ � ... I-- ....... 1. 5. CON7RACTOR SHALL N077FY 771E DESIGN ENGINEER 0 ANY I I I �_� � I I - ....... � ... .. - � n.t. . .1 .......... I ....... 11 .............. - .......... ___..-,_ . DISCREpANCIES FouND Bgxfm THE SITE CONDMON I I I I I I / P / \ ,90 , __ I .�........�.I..�"...�..�.-.....�..�.. ., _,.- ..... - - ..... ............. __�..._._ ... 11, __� ..... I .......... ............ 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I DRIVEWAY PARKING OR OTHER AREAS SUBJECT TO VEHICULAR 7R4fT'1C, / �t I T I I I I / / / 1\ �q I I I I-- -".---.-----..,,--.-.,-._�,�.-.--\---'.�- ... ... . : I V...----- ! ALL 0 1 / I I \1 � / / I I I iiiiiiiiiiiiiii�1111111�IIIIII'liiiiiiiiiiiiil11!11111�lllllill��,l��I ----. i MR SYSTEM COMPONENTS SHALL BE H-10 PRODUCT5 I I I 'r , I ,__� / \ r I I 11114iip l��ill��l�ilillllll,llllllllllllilI V"'----- / I I I I z � � I , � ��:1 Ji, �, 11, I i Vil 11111, *7"iiiiiiiiiiiiiiiiiiiiiii` 7 GROUT OR CAST IN PLACE RUBBER BOOT IS TO BE USED WHERE PIPES ENTER OR I / I I I I I I' I I I I I -, / / / / I \ I I � I I I 'i, I I LEAVE ALL CONCRETE STRU07URES IN ORDER TO PROVIDE A W47ERTIGHT SEAL. / I I / 11 I I I 11 105 J� I I I I I I : ( / 0 1 1 1 1 '_� / / ( / I I I I I \ """i i & USE ALL SCHEDULE 80 PIPE 0DER DRIVEWAY AND SCHEDULE 40 AS SPECIRED. 29 1 I.- I I "I / / , I I I iiiiiiiiiiiii� ! lyi . I I I I I / I I ( / �, I I IL I I I . . i 9. THE MINIMUM SLOPE PER T17ZE 5 FOR ALL 4" SOLID PIPE = 1.07o. I 1� I 11 ",_� 11 11 I I / . I 1�1 I I 11-1 �2 1�1 10. DOUBLE WASHED CRUSHED SrONE SMLL BE f REE OF ALL DIRT, DUST AND FINES. I I I / "I- , �, - I I I I � \ i I I I / ____ - _L1 / I i . I / - I / I " I I I - � __ '�,� I I ", �1 / I I I \ 11. THIS SYSTEM IS NOT DESIGN0 FOR A 040AGE DISPOSAL UNIT, WATER � - / / I --- - _�_, I I ! R HIGH WITER USAGES, I / - - , I I ?�Q BOARD OF REALTY STAMPS I SOFTENER OR OTHE / I I / I - ---� I --, I I I 1 12. ff IS THE RESpONSIBILTy OF THE CONTR40TOR TO CONDUCT A nOW TEST TO 554.660 . I / -I --- I I I I \ k I ASSURE ALL PLUM,61NG Rx7j)P,ES ARE CONNEC70 INTO 7HE NEW SYS7EM. NE LIVE- / I / / / I I I I I I 0 \ \ � \ 11 / 228, 1 1 1 1 \\�� D H Lsp I ALL BE MARKED WITH MAGNE77C AMRKING TAPE (5" // ,� � , 14. ALL SYSTEM COMPONENTS SH ' I I I I A \ 1 15. THERE ARE No OTHER KNOWN WfLLS LOCATED KHIN 200 fT OF THE I t '27Y 7Y,r 1 4 '.I , / .� � I I AMLL " I I wi PROPOSED LEACHING RELD SHOWN. I I - N1 . . � I 10 i I I I 5 . '�"�� , ..." � I : i i 2-8*X-16`x1ff PA770 BLOCKS J2`LOM9 _. SPXH PLATE 0 5-STAR7ER bNfIS _' S�7 I I I i INSTALL RL7ER FAIRRIC ALL OMMSER9 PRIOR XRL0TOR SYSTM FORMERLY DMOPED BY AKA GRW � to C1 4 6. Of . I RNSH ) � I W PiACEMENT Or C-JJ 5AND THEN OVER ADVANCED DPAIM40E SY5NMS (ADS) ARC 36LP ChAMBERS I ;::::;::;;!::::!:�::;!;!:;,;;i;;::::::!::::::::;::::::::; 1. :: oqi;�!j�;:::; ,� 1; - 2: W), X : THE SYSIER SIND PRIOR TO 84CKRLL IN57XLED 0HOUr AGGREG4 7E IN f ULL COMPLIOCE 0H I � M � 4 �; � �Q�:: ",:: : i I I . DEP GENERAL USE APPROVAL & AS MOST RECORY MODIR8 I - . ; 1 4 w SCHEDULE 40 PIPE f ROM D-BOX, . � -4" SCHED 40 INSPEC77ON � I __ i i , � PIPE �11�S8q CAP SET � � 14Z 12 � PE STAMP ! 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I m m3oel � i ,RV4, - ,_ - - " .- I N. DOUGLAS SCHNEIDER,& ASSOCIA7i X .i i Ki . - - I - -��'? 11 .. �*-k- . P.1-S SrAMP I PROfESSION,IL CML ENGINEERS & LAND SURVEYORS , i I- I ,>Ok� Rk�,� ! I , _` _ " , , 1 COUNTY RD, P.O. BOX 480 i . �,,��-`,. I �, y, .�.��.-i�.:�",----�,."",�""gk- � , .". �� u .,X ( 1�.� � I's I � . I . "' 11 ',' MATTAPOISETT, MA 02739 , -11 . . A , � " I -0 0 - * ,� ------------ ". i.,?�, 'r � � Rnv - : - - - - - -4 — ��-_'.'j; � - ; - -, I i r.; L AS �V� T, - ryp. - I - I - �P- I - I I Overdig - `V!�j , 3 , -n f., SCALE- 1'=30' LA7F- NOVEMBER 14, 2016 - .--*-5*- - --w—f-10, —f-10" w I a —f-ios J o —2�- 10'- , I , —f-10- - I m -f-10* w I a -f-10*— a- I a -2t--10`— - I - -f-10"-4-1 ii, 2�40' 5 #',�"- ,' Do,, ,_ , I Overdig I TYP- I ;�P- I Tffl. I �P_ �P- ;%P. ;�P_ Typ. --116[ ,53CHN�_.;DER �j t�' ,�4 0 28�4` lk ,� py- - �: c" 11�,, : 17.�, � U, 14/ "I 01 J0 - 60 90 � - - 1 383 - � 1%, �,,� -0 � . . - 0-4 w1OV900 I 101 '\%, , N .\-P, I a I= FM : , 2N� ,,,<,,,k,,��.,Sio��' � " � - , � - - I � ;, -s,, . .1 '; , . � ,,,, - 1', . . . ,-,- � A" , I I , - , I I I . I ')-"',P'� -,,--" I TP X-SEC77ON OF MYER UACHING RaD Nk - - Fii�,,4 . . . . . .. 11 � " - I I - D,M � ........ " . . . . . . � - Drawn * .D. I . .-V 11 1. CON TA C T, PERSON. I Not to Scale " . I DA WD M. DA VIGNON, P. E. Checked By. N.D.S. I ",=� E � _ , r1q_ I -",*, 7,"Iro it . - I zli �_ k- J� - . �_f _� I MA :1 �__ " - , _ i -, I .,_, ___" - �', - I _ - 1 _�.4. �11 _.,... I _ �, c aw � . � - 11 I'll L 7 __ � - � g 11, _ __ - - ,�,�', _ _ , �,� , IS ,__,n . � FAMONS0000� I m q I, - _____ PH. NO. I 1-508-86J-5049 Job No. 2820 1 . I . - I - I - I I . � . . . I I . I . . . I . - I � ,/ - - . ____ ------- - - 23-4-0 40-8-0 `# OI O O O O O O O O O O O CD 1OO1 O O I 1 1 1 OO 1 OO IO1 1 1 I O O O O 1 I O 1 1 1 1 1 1 O O O O O OO OO 1 1 1 I I 1 I I I I I 1 1 N N N 1 N 1 N 1 1 1 N N N N N N r l 0 O O O N N N N N N N N N N N N s N N N N N O O O bb I 1 1 frl i N i N / N (4) - T08CID 06 1 ; -. 1 t— (16) - T10 N N H= � T04 � l I O (7) - T05 V02 B B B B 1 (: 2x_ LEDGER Vol (4) - T06 A A A A ;A j o TO2 '' TWO H2.5A 1 "' j., 51 TWO H2.5A 1 0 6-8-0 5-10-0 12-4-0 TO BE VERIFIED TO BE VERIFIED- 30-0-0 34-0-0 ROOF TRUSS PLACEMENT PLAN GENERAL ROOF TRUSS NOTES: ' 1) USE 1 H2.5A PE EARING TRUSS�T BEARING CONNECTION UNLESS NOTED OTHERWISE ON PLACEMENT PLAN TRUSS CLIPS 2) ALL TRUSSES SPA, AT4F�ACE TO FACE UNLESS NOTED OTHERWISE ON PLACEMENT PLAN 3) SEE INDIVIDUALRUSS DRAWING FOR PERMANENT LATERAL BRACING IOER H2.5A = 134 pcs HANGERS 4) DO NOT CUT OR TRUSSES WITHOUT CONTACTING THIS OFFICE FIRST 5) ALL DIMENSIONS FROM OUTSIDE OF STUD WALL A = HUS26 = 7 pcs 6) SEE BCSI 1-03 SUMMARY FOR CROSS BRACING REQUIREMENTS UNLESS STATED OTHERWISE BY ENGINEER OF RECORD B = TJC37 = 4 pcs 7) SEE BCSI 1-03 SUMMARY FOR RECOMMENDED HANDLING AND BRACING 8) POST UNDER ALL GIRDERS AS REQUIRED 9) PLYWOOD SHEATH UNDER VALLEYS PRIOR TO INSTALLING VALLEY TRUSSES 10) GIRDER TRUSSES NAILED IN THE FIELD BY FRAMER UNLESS ALTERNATE OF FACTORY NAILING WAS ACCEPTED. 11) ATTIC ACCESS, CHIMNEY OR OTHER CHASES ASSUMED TO FIT BETWEEN NORMAL 0 C SPACING AS SHOWN. 0 0 H 1 TRUSS PLACEMENT PLAN JOB NUMBER: 1701074R JOB NAME: BREAULT I + v o + + - DARTMOUTH,MA CUSTOMERNAME: UNIVERSAL COMPONENT CORP DATE: 01-25-17 320 PEST MAIN STREET BRANFORD CT 06405 Phone: 203-481-TRUS Fax: 203-483-1709 DESIGNER: BM SCALE: NONE - Floor Legend pz Pole Load Support ove Beam/Girder Supported 4newm 1 wee Lead ran Ab a-Pwxa.,d..n ,• ,.,- EXT2X6 �,.- mow.+^ronwe.,. INT2X4 Member MEMO= Skew Slo fasteners fasteners. F,�. Lamco ] 6E LFL ] 438" X 11.25" �y 2 OE Q-LAM 175 X 11.875 (Dropped) Lamao 1.6E - LFL 1.438 X 11.25 816d 616d+, FY Width Depth Qty Plies Pcs Length YfInICAt IOAa CAPACRY 1 W Z 1.438 11.25 11 16 zM .e n•.m..a.o.. .. v,..... .......,.... sow � �� - +w �R1T_id eu nmar )A Width Depth Qty Plies Pcs Length~ 1.438 1.251 UlFt I 1Varies1 25-0-0 First Floor 1.438 11.25 a 15L 30-0-0 24-0-0 18-0-0 1.438 11.25 1 1A 1.25 7 1.438 11.25 4 16-0-0 10-0-0 8-0-0 6-0-0 814' - 1.438 11.25 2 1.438 11.25 14 1.438 11.25 3 Total LF: Length 36-0-0 72' Width 1.75 Depth 11.875 Qty 1 Plies 2 Pcs 2 Total LF: 1. . Plan Design Notes'. - 2Wa ,: Failure to follow these cotes could cause property domage e, persorel injury. 3 The components repr3emedon thl, d 'ng,are desgrcd atthe request d p l at'on of h er as an h,d v dual h, a iow pl.., to be 4-rperated 1-th b dmq d , t thdfi of th b Id' g del g 4 P d pi., 0 pl d ngs antl des gns to the structures du goer and censiruciwn z^R 5. Th s draw ng reflects air best hierpretoi on of the plans and spec fcai onz pray dad to us These drawings supplement ,but da cot supersede the structural design drawings for the building. The structural designer shell oordinate the placanen} plans with the Preject Plans. 6. Please check all dimensions and materials prior to ordering. Ordering a awierivls bused on the a I,ld marerids list constitutes reviewand acceptance o£ the plvicemea plans. 7. Handleand instollp�u in acwrdance with All Installatianf itle, wtl Simpson Hangers Installation buide. 3. Building Designer is.aarponsible to iruure that the leading shown on drawings il, applicable to building and use. 9. The Engineered Weo4'IProduct designs are designed for gravity leads only. The Structural designer is responsible far lateral load ac<om�modationz, as required, from framing to building foundation. 10 The contractor or sbwciural des goers raspans ble }o -rsure that lead bear ng walls and found d q 1 ' M support the loads imposetl by the tram ng Design of columns walls and fasten ng's by the siructur sd g ere 11. All roof loadsassumed-:io be supported by eMerior walls only.I-Joist are oat stable until completely installed and will net carry any load.untiI braced ant sheathed. 12. Do not stuck conz}ruetiien materiels on the floor or roof Mat induce leading on components greater then designvied loads. 13. All flush banns r ,6e 6, all drop beams noted as B. 14. Exceptfor cutting tyitenath, do not cut, drill, or notch l-Joist flanges. 15. Never instill Engineensd Wood products where they will be permaenily exposed to weather, masonry, or concret 16. As an aid tothe£rmmwr, this drawing may identify fi-mg,heCde and hangers that have been specified by others. "' 17. This drawing is to be .onlyw I the products specified on it PaIC 4a- 5cale 1/4 ir6:1 fL Paf i Dartmouth Building Suppply� 958 Reed Raad Norm Dartmouth,MA 027471 Layout Name 17-01-031_ORACLE HOME5_BREAULT_DARTMWUTH MA Description _ Sales Rep - Nelson Vicente Builder's Project Framing Plan Revi€lions 1. Oabte 2. vane 3. tliete 4. tl2ate 5. D.- 8. ,. mate 7. 00BIa 8. fBkYe First Floor Design Method asD Building Lode -.IBc 2o12 Floor Loads AD D ad10 Deflection 'Toat LL Span V 41 R span V 0 LLCOM 2V 460 TL Cant 2V 360 Deflection Girder LL Span V 360 n Span V u cam 2L/ TLCant 2V 360 Decki g Deck 05g 32 APAAaaled Sturd- Client _ ORACLE HOMES - - I Shipping j - BREAULT DARTMOUTH, MA Created 7anuory 25, 2017 Designer Leonardo Aguiar Engineer Layout Drawn, [By. Leonardo Aguiar Project 17-01-031, nd Floor Po .aseAmm�h,a..on Atwnen erAM ... ® -., _- ., mcn AVAcwae«r _ e9eaao i Support F10 euuAu .,, ..., _ -_. sa.mus ®�" _ Load from Above r her ��. .�„ _ _ ._ m ...voW`..;,` .... a_ -..,ti. :,.w t 1 Ix. L EX12X6 d Beam/birder Supported s'.N w...wns.,.. J; I.- �:.,waa`�«� mM ..va ..+ t ; J �.r.. �,.4:t, _ t INTZX4 m Member �; �a nms• -- a M'ty t s,z..r ® WOIIO el Pcs Descri Lion Skew Sloe fasteners fasteners _ > _ -- pemng �. ?o'`v�".; "4 1. Nordic Rim Board 1.125 X 9.5 V 2 HHU548 2216d 816d , s' .F e\" `' - ✓� y.,.5 " 2.0E CP-LAM 1.75" X 9.5" 4+ i 38 IU52.56/9.5 (Min) 810d ' Y"' (t ' "' _ p v r 3..,- 'a ...H,T \...c 7,-:'r w«.` �' NI 40x 9 5 % 1 'u��,, `«.�, . 2 OE CP-LAM 1-75 X 9.5 (Dropped) 0 ist Flush - f pet Description Width Depth Q Plies Pcs Length r .rr• n""�:.. „ ''�".... dz.'•.o i' o....- ova \ ame..p"� 2.0E CP LAM 1.75 X 9.5 2 NI-40x 25 9.5 2 30-0-0 ! 4d>nir;�«* VFiilUttOAO eAlF.- key"•^T^"- """'e •sPa o.< \ ''. II NI-40x 25 9.5 5 20-0-0 a.ss.a arc+ s a.« _ < s. «.,... 0 NI.40x 2.5 9.5 23 IS-0-0 t.ese-ra �mmm �..-.......'": ^.....-::+'^`. Tr ��:�Tm u�iew.8 Mtn 9 NI-40x 2.5 9.5 13 14-0-0 8 NI-40x 2.5 9.5 10 10-0-0 Second Floor - Scale i/4 inch:l k. ' Total LF: 856' Board ,� I. )el Description Width Depth Qty Plies PCs Length 1. 2 Nod Rim Board 1.125 9.5 11 12 3 R hoard By Others1 1.751 9.51 1 1 1 1 12 - 1, ki ; ! IRj Plies Pcs Length - 1. I., Descri tim Width De th Q n9 12 n1I-40x ZZI 9.51 UI I Varies 7-0-0 /LSL (Flush bet Jbiescriptim Width Depth Qty Plies Pcs Length __. act grFa I. Plan Design Notes: �� 2. WorMng: Failure tofollow these miez could cause property damage or persomliajury. 3. The components represemed on Ail drawirq,are designed ai the re4uestand specifimiion of the customer as an individual building venial plane, to be incorporated into Al building design a the specifimiion of the building designer 4. Provide copies of placement d-ii, wd designs to the structures d ,bilr and construction supervisor. 5. This drawiy reflects our best iblbl, nmion of Me plans and specifications provided to us. These dmwings supplement, but de net supersede the structural design drawings for Me building. The skucfuW designer shall oordinate the placement plops wfth the project Plans. 6. Please check all dimeraions and mnerials prior to orderi,g. Ordering of mneriols bused on the attached materials list p constiiuies review and acceptance of the lacement plans. J. HaMle and install products in acmrtlo with APA Installation Guide. and 51mpsop Hangers Installation 61.iide. 8. IiWdie Designer is responsible to insure that the loading shown on drawings is applicable to buik erg and use. 9. The Engineered Woad Produce designs are designed for gravity loads only. The 5lrucwral designer is responsible for lvterd load accommodations. as req d,fram framing tv baildirg foundation. 10. The contractor or structural designer is responsible to iraure that load bearing walls and faundoriona are adequate 1. support theleadsimposedbytheframing.Design of I-. , wails, and fastening is by the struct designer. 11. All roof loads assumed tv be supported by eMe Wwells only. I-ToisT are pat stable until completely ir¢tvlleE and will pat carry any load until braced and A -lb.. 12. Da not stack consiructionmaterials on the floor or roof that induce loading on compar 1greater than designated loads. 13. All flush beams rated as 6, all drop beams noted 14. Except for cutting to length, do not cut, drill, or notch t-Joist flanges. 15. Never install Engineered Wood products where they will be permanently exposed M weather. masanrry, or concrete. 16. As on aid to the framer, this d-a mayidentify framing,headers, and hengers that hate been specified by Athens 17. This drawing is to be used only with the products specified an ii. Dartmouth Building Supply 958 Reed Road North bartmo AAA 02747 l Layout Name 17-01-031_ORACLE HOMES_ BREAULT_DARTMOUTH MA Description Sales Rep Nelson Vicente Builder's Project i Framing Plan Revisions Date_ 2 Data_ Da[a 4. Date_ 5 Date_ 8. Date 7. De[e 6 Oate Second Floor Design McMatl Building Code Floor Loads l Dead Deflection joist LL $Pan V TL". V 36 LL 2nt 2V4. . 11. Lunt 2V Deflection Girder LL Span V rL Span V j LL Lunt ZV 36 n Lan1 2L/ Decking Deck 0 Client ORACLE HOMES Shipping BREAULT DARTMOUTH, MA Created January 25, 2017 Layout Drawn By: Leonardo Aguiar Project 17-01-031 1 __ , — — __ _____ --- ____ __ --- — - _____ - — . ___ � __ , .. — — ___ — - - - I— --- - — - ___ — __ --,-- — . I � � I — — __ ____ - - - — - __ - — __� . ! I . I � I � : I - I I � - . � I � i I � . . . I.. . . . . I I I . I I I . � I I I I I I � � � . I I . I . I I V I I - I I I I . I . I I I I . I . I I � . � I I : I I I � I I , I'' � 11 I I I 11 I 11 111, I � I . I .... , . , . * . * I , I I I I I C-� ,.*.*.*.,.,.*1 , : I I I � I I S , . . . . . , . .. . . � � I � : I I I z MAGE DISPOk S*MV DEIGN WA . "�11 . . I ! I .....:.. : I .... ** . � ........ ! � INSTALL 24" DK HEDSTROW PW77CS RISERS #77H I N&OVEMD REPLACr N07F.- � ........'.._... : FLOW REQUIREMENTS. I I I � I RE'R 1 .25 1 CORREGAMD POLYPIPE & POLYLOK SCREW TYPE COVERS 7)P, 'ORENCO SY57EUS" (OR 0YAL) WHER EQUIRED, CONTRACTOR IS TO REMOVE ALL LOAM, SUBSOIL AND OTHER ......... . FOROPOSED NUMBEfi OF BEDROOMS. -THREE Qj �_ fS-**'*'-**? �� PROPOSED TOP OF FOUNDA77ON OR PREWT CONCRETE RISERS & COVERS TO WHIA1 6` INRLTRATOR fiL7FR FAWIC OVER ALL VENT W17H CARBON NR RL7ER UA fSUffA Bt E A M 7E R14 L IN THE A REA BENEA TH A AD FOR 5 F T ON A L L SIDES OF I :�z FISHER PIN ...... � I CHAMBERS & THEN OVER SYSTEM SAAD EMILY DESIGN FLOO PER TITLE 5. 110 GALLONSIBEDROOMADAY I %....%C-11: OF RNISH GRADE OVER INLET & 0UW 7FES & 84AP LE TO BE LOCAIED AT END OF ROWS I 7HE LEACHING FACILITY EktAVA7FD MAID?14L IS TO BE REPLACED 077H CLEAN � 2 �WffY *. ."'.' - El = I I :�__, I I -/ VON F'ORT T/OTAL DESIGN FLOW 110 G4L./B0RU x I BEDROOMS = _Q_0 GALIDAY .. . . .;ZK � � I I ,� 4" SCHED. 40 PIPE NSPECI I � CaVSE SWD R?ff fW CLAY RNES OR 07H& UNSUff&ff U47FJ?14L. I - .....A * - , � I : . wISCREW �A? T , J10CMR V CONTR4C7OR SH4LL PROVIDE A � I MONIZ -... �11 -,; �.. I ,j WRAP w RLIER /A6R1C I .1.'. . .. %.. I ff mi /N ACCORDANCE W17H �.,... :.. I � � r�H 18 n. ED ,'�EP77C TAW SIZE- .*.*. ...' -..:.. . SET 07771IN 4 OF RNI H GRADE I SIEVE ANAL YSS OF FILL MA TER14L FILL ShOLL NOT CONTNN ANY U47ER14L DRIVE . . .-I...-.wi 150.5.f 1470-4 150.1t . .......,(::�, . .: _ - RNISH GRADE E�? : � i:::;: 10-SPEED LEVELERS REQUIRED I - LARGER THAN TWO INCHES A SIEVE ANALYSIS, USING A 14 SIEVE, ShALL BE ... 7 � -i J30 . - - 14-9.0f 7fl7LE 5: L. X 2007o = __L6_0 GALLONS '..".. �%* ��-- :11 :11 � . (1� .5�1 1 1 '.-- ,. �,�, :: R RNISH GRADE I I PD?FORMED ON A REPRESENTA77VE WPLE UP TO 45Z BY WDGtff OF THE .:-:-:-: . ; .. 0�1'= 01 � 2�11 pl:: - - ._.,.%,.. , GARAGE SL46 ""': " . RMM31M__ HE�L ; : IINSTALL A 1,500 RTMENT PRECAST CONCRETE SEPTIC TANK L 0 T fly . 0.. . ..:,� . I ;;,-�i',.-,-f.',%.;:. [,L.z77A,1F-;,- / . .. ,_,:`,;�,� . p 11, I I - NOMENAM" � IKV" SAMPIE AMY BE REWNED ON 7HE 14 SIEVE SIEVE A&ALYSIS ALSO SH4LL � . , .: � B. = i _1.i. f - � I I BE PD?FORMED ON A FRAC71ON OF SWFLE PASSING THE 14 SIEW, SUCH LOC, S ..::: : * .. : �.*.il � CORFONEN7S SHALL BE MARKED . I : :-. - . .%...'� .% :_ 49,DJ [1 I H 14 12 - Typ. COVER /_� . AA64L YSIS MUST DEMONSIR4 TE THA T THE U4 7ER14L MEE N 54 CH OF THE TYPICAL CHAMBERLEACH1W FIELD: , .�. , 14Z47 � . ..:::::. .-,. . .,. �: I . I . .t _11z. * 12 1 FOLLOWING SPECIRCA1700 AS IJS70 TO 7HE RIGHT .*.*. .*. . .I,--., -. --�,7 " " (min.) / I .. 1. . I I ,�,..... ,�,;, . . . . . . ��.� _-_,7.,- : ". - �� END PLATES 14747 CLASS 2 .%%%% ... I , -�.`.: � - M MAGNEW MARnNG TAPE : .. ,, . ' I � .1-.--7'-'---:-" J Afl*WO 'd 4 -1 SCHER 40 PVC PIPE �d � I - - - I I [DESIGN SOIL TEXIZ RAL CLASS: , i . _. 4 " SCHTD. 40 PVC PIPE _�_ " H L=5', S=2.07. I � �� -- I . . SIEVE SIZE Z THAT MUST PASS SIEVE I ' f >/K� -BL,UFF,: - * - * - - ! . -, � 6' (Un.) � r_1 -1 (910.) I � ; -.�-��-.�-�-�-.-...:....�--.,-,-� I I #)ESIGN PERCOLATA N RATE- 1 INCH IN 40 MINUTES � ' - . z � �, � . LINE - Q) 1 4 100z (Uly-, - * - * - - - 0 - 0 � _.__...__ ... _..., " -, "' - L=10' S=2. OX , - � ........__.....�.._... 5 kONG TERM ACCEP 4NCE &4TE 25 . � . . . .%% i ", -.�.- - -, - P .',� �;, I - . - .-,,�... _�'...�..� HEADER 10z_ 100% I I ...%......%.... � - - .-I .11 , i "_ _ i�! , z,.��,� , '_ � 11 z�. 00 I O' I ' ARE - 0 .... 1. ............ ... -: " �� , _.. - .- _0 - �_ I , � . Vy. .... I ........ I ..... � ........... � ......... . ... � .... � ........ - I i -x ;- -�.- ... --. 11119IN - ........... - ... ...... v - _.....".. 011-2OX MEOUIRED LfACHING A: JJO GALIDAY Divided By LTAR. .25 = 1,120 Sq.Ft. '..............". 148.15 IV % I . -, __ __ ... � ........ ..r-.. - -.. .. .......... ...... �_. 00 - _ ... 1; - ............ =............. PIPE CELLAR FLOOR _; 14795 :'.!! 14Z60 ..�� `.`."_'w'_`."._� .. ...... � .... � ......... � ... � ........ � ......... � - ------- -- � ... ...... - 112 0,7.-5Z I .... I I . . .. -�,-,.-: �.. . ,� .-.�...,-.-.-_�.-..�..-..�'-..'=%'.'� ...... � ----- ... ...... _;.... � .......... � ... ___ ...... � ........ ..... � ... I _ ......... ... :..... I I . � .I.................. .i:. - mwww#ff__� .. ........... LTACHING AREA PR9VIDED.- 4.7J Sq.Ft.1 Linear Ft. OF ARC J&P CHAMBER UNITS . � I..... .... I .... - . .1 , - .1., . 1. - ....t.. .. .. � . 807TOM OF M404770N SHALL BE LEVa TO ELEVA77ON 140.5 L34SED ON � "', . - - "' 'g`,,_� ... I I * . -.1 ': . 0 144.0 '� � L I . 1 14712 ROWS x 6 UN TSIROW) = 60 UNITS x 5 Ft.IUNIT = JOO Ft. OF CHAMBERS LOCUS PLAN ..111.. , ,'.'* _` --*. WAT&PROOF CELLAR _- 48 0 M/N ] - 7 �', ,GAS 84ME . \-7WO-8"X16AX11 " PA170 BLOCK SPtASH I I �:;.�5 I (( - .1 .. . �' 14Z4J ;.". I WILL BE 30" ON EAST SIDE AND 72" ON WEST SIDE ' ". .:., - BELOW hSE , � . - ,�rOO LIVE4R Ft. Of ARC J&P CHAMBERS x 4.7J SqFtILINEAR Ft.= 1,419 Sq.Ft. . NOT TO SCALE - , - e, .� >I.,1 ___ ..! _�_'.__6i /:_ �1 112 PLATES 0 10-STAR7ER UNITS - ' �"�'_�__"- ' - : -A. '-- '. - � *.-I..'�*1"I WALL ON URRADIENT . �EE - 41, �RE - CONTOUR INTO HORIZON C1, �.: ,*� 4- %f xt��k`�' , , I I I ,-,.L.-;r- i.. \�� (MI _., - - -_ ! . SIDES, WEST & NORTH '�� ....: .*n-) . k15 I ...:.1. � , S*ffARY . _ I - - ...��`.'4.,�.'!, I 17ON TO BE VERIM BY ENGINEER IN RELD PRIOR TO INSTALLA770N) 1,119 Sq.F .25 J55 GAL. LEACHINGITAY -i i. , 1. � ... � �- - I (ELEVA -1 — t. X - 0 CA L/Sq. Ft. = . . . CONC. D-BOX (DB-11) 6 Units x V110 = 30' A . - . .:.:. ,-. .. � - I .., "t. " �' w'.' �'. I . :, - " - - . - OF RLL PER NOTE To DMD To EL= 14747 TOP OF CHAMBERS )INSTALL TEN (1 TOWS w - ISIX (6 - � ---] I �' --'"- _. t �r� TOP j UNI TS PER RO W OF INRL TRA TOR S ?S TEMS : - F1 4,3 70 ::,� . -W I LEGEND 10 - __ �� ,',I ... I L=40 /,5' 011ERVIG &�� ;, � � (207. Comoaction . .. � �.; _._ 11 I E OF ME 5 SAND REQUIRED = 4 10 Cu. Yds. Allowance) ARC J&P CHAMBERS . - I � I I -,-,..��`�,_, ... D . " APPROX VOLUM - . I _.- � . ..... � . 6 " RED OF CRUSHE . . . . . . . . . . . . . . . ��i . . . . . � 1� I V soil Mo :1 � � I . 5�4� 1 . " 1.� I - Adulk- LV_ .�_ . 7,10TALS ------ �� pi�OPOSED CONTOURS I ..... .- .- I - '�� _q Cj I . - .. " E7. = 142.7 - " -J � APPROX VOLUME OF C J SYMM SAND REQUIRED = 65 Cy. (20% g2Macli � � � _:��7 � � � , - - � , � , � ,�...' 11, I i ,vl_,,R.:�;i :-. ,�Z, _on Nlow n-e ' , � ., . .. _,, lm�� . -, -W!, �,. . .. . %� 1, ... � :--, �; - ... RIBUTION LINES = TEN (1g) , " mri—an I . I - , I I ist Compartment Compartment � - __a ;;. ,-.. ,70TAL NUMBER OF DIST ---149--- EVSTING CONTOURS , � - �, I .... . - . ,�, - .. .� � �� .!� I ... ', ., �.. 1 � . . . . . , 1� ; i �_ _ _ -00,11, , 1AME - 1, � -.. .. 1: 1 5Q GALLON 2 _.;!� � - .-,"- `-� 11- 11 � -1. ..1. I .__;��iW.,_�,, .., _! __� - � ..- I - � . =660 Go/ Min. =JJO Gal Min. �' *. . .. PRORLE OF MICA ADS ARC 36LP CHWBERS - - - - I iTOTAL NO. OF INRi.TRATOR ARC J&P LOW PRORLECHAMBERS = SIXTY (60J �,,;! ��_� .... � � I FR-RAST CONCRErE SEP170 TANK . .._':0 " .!' _-,,'.� ! 12 1 SEE 'REMOVE AND REPLACr N07E TO THE RIGHT ,,,,7 , - .;,-- ,.: I I pj�OP0569 4- PIPE ,' "-. - - I " ,�!!!!!�_., ,....,T�1111� I 0 A = 1,419 Sq.,Ft. >> I.J20 Sq.Ft. � �� , . . I 14JO I . I , .T� ..... TOML LEACHING A I ��. �� 41 MIL POLY BARRIER : I I I I I ..... I ............................. � ....... 11-1 ...... I ........ I ...... i ARE REQUIRED I . I I , T70TAL LEACHING ,CA I CITY = 355 GALIDA Y >> JJ1 GALILAY . W_ - - - -W W)TER SERVICE i I CELLAR DRNNS 0 1.OX MIN. TO DOWNGRADIENT OUTFALL A3 SHOWN I . I I I FOR THE PROPOSED CGUAR FLOOR DUE TO SECONAL HIGH GROUNDWAIER I`< I I I I I I ,`ft T6T PIT LOCATION DRNNS TO BE LOCAIED ON INSIDE AND OUTSIDE OF F0077NGS / --- / /,�,? I/ /A- / X, -�, 1<1 � I � � I I � 1 14F , 1 . 7 4 .. - I . �ll��l�'ll'ill,��1111��l�l��Ill!'II S84*a 1 8 ', of CRUSHED STONE TEST Pff DA TA I / / / I / � , �'4 . I't /,�� 1� � / / I � : 149.!M FINISH GRADE 1 14&5+ (� L10ING ELEVATIONS DATE OF SOIL EVALUATIONS: JULY 26 & 27, 2005 ------- y t�.___ 1/ /-1--i / I----- / / / / / . I/ I R �, / , / . ,� . .. 11 =4=:!!!!,:!!:�..�:"� . , if i __ ___ /_ / . / 28 33 �jo'ao / I I I � � fROPOSED ELEVA 77ONS .., , z: �:::::::j � / . I I I - . F_ .*.'.. -.- _' ,;� _. / 1 j--,- / I ,- ,_.�.'5., .. � / ( 11 436LP .. .;.. SOIL EVALUATOR. N. DouatAs SCHNEIDER, PE, P.L.S., C.S.E ...... �,,,'..'.'-�' ..'�"._'..'. .-.� -- , 4 :� -;-; 41,_ -< I h . CHING R& & / / I _ _ . ..,17 _ . ...7.7 . � / 9HQ,8FR . 1 ... 1 ��7 � ! i \11, 1475+ 1 , ... � ...... � .. ..... I / / / I & ASSOC14 7ES, INC. _. �-..,-.._,�.-,-,-.� . . . . . . . . . . . . ..... . . . . . . . . . --- I / (w10;M110. 8 /� / v----',- ENGINEERING FIR.M.: N. DOUGLAS SCHNEIDER . 1.."._ ....... ..... I / 3 4I 4� / / - �"""" , ` , ,,,, "--�-,-, -, "'", - - -... ,----- ` -.1 .... _ . . . . . . . . . . .. _11 / -- _,._--,_---_.-�--�-._-" __ =.._ ..... � . ..... __ - I / y // . .............. .. ...... ....... I -------- - /I-- * / - - .,.-',,,,,_._._� ..... . . . . . . . - �. �..... .11 ..... � ..... � I I / 7i�__ � .......... 2. - ��.:,-'.-,.-...--.�.."��*��-.---_,�-..--.��--..--"-.'�.'�,..",., . . , V, � � 14Z47 t.t. �� .. K,_,,_,.,..`,_ ...`�,.,., I . I INSPECTOR,- CHRIS MICHAUD, H6ALTH AGENT . ,... 1� .... - ... .... 11 � / f � ., . ,��..". �,�......� . ..... ..... - .:�.A`�4_, _Z'-� �. �� : Z � I I/ 11 / / of 40 IMIL R%y� / / I .. - - 7.7-`: � . - ' -, =:: � / / �/, - 7.7.7.,. .. .. ........ I -1, 7E 01 �S6 / ///.- - , . - - , "' i I - 17 ....... 11-....... .=............ � I ........ I . / 1 21� I',- .-,- 7:,:-:::.`:-.�::�: ... .... ... --------- ... � ) - - EXISTING GRADE . , . -1 ,Z///�. OV 1 - �?,� -` `_�_'_'_'0 , � I .... / / Min. . ��-- _..' -, ,- _5 -�, -!-,! - .,�� --.-----.7 ... — 0- 145.9 .� .. .... . - �. 7'. ....'..'......... �t .��:..-z.----...�..�.,_.---.-.---....-.. I / � / / /� ,-),�, I . . � / . I'll --i _'.�.'.�..' 1-1- / / / / / / / / I See Overdig _1r\ AT TOE SLOPE , A I j - �,�"-,..*-."..,-,-,-�.*.:�.:-.,-,...* .... * ... ** ................ -� ... �:.- I . ... .. 11 ........... � ..... � ..... I __ '. ....... I / // ..... 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I / , I / 11 / / �_.._� - --...-.. / , 13�, / / / / \/ / / , / / / \ 8 j -4 124. 1 1 / - T: N,�fp_ / \ LINFAR LOW D61 SITY POLYBARRIER 1425- 1 10� 1\7f I - . - . - _ - ... �� / ....... ; / `11 I / �, - .-`��__� - _ ... NM� \ � / / 11 / L / I I �p : :5 I., \\ I / .... / / / / / / / US D i - _� / / . 1 - CON77NUO IECE REQUIRED � %3 -,, � 1 0 YR 51i I I I / / *�*"'�-"*.'."..*..'..*--'.'".-*,��:.,,�.-I�'� ..... . . - x / / X / / L - .,-... i \ lu TK 0/0 \ __...".- 1. t , I _/ .. _:..-I............. / \ DISN,IBUTOR. Ah HARRIS CO. w I � � I / , / ��i& -�,.,.�.... 1� / / ; 0 � IMPERA IM Bff & RRV DE TA & C-4 I _r, , \\ .- " I "x- �� / . .- ,_ _.. . . U<._ / \\\, \1 \ I / 4- W I- . I .,..._..... ... I / 11 / / . ADDRESS., Affit D, AM. — I , .�T .--n— z _r / - .- - ' - ' - " ..-.-'-.-'...--.-.4 / / / '.�.". L�__-_ - .- ---------- ..--.- I I I _t E 0 ,\\ joa \_\\ \\\\\\ / I WINR / � Z / � �4y .66, _.. . %\:�-..'� .................. L ..... 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I I ,-\ 1� \ � N. -,-....A-.t-H--, I", I I r / / I I 1:3_� __ '_ ..: .. .... ....... \ \ " ORACLE HOMES LLC 1� - . \ ,\. , -; ... � .... .. .. � \ , L. I I I / I I I / / / / / / I - I i I I I \ � �. -1 " `,,� --CIO- - I �_ � � ..-N. _tL. .... � I I 1i I I \ L 2J CIRCLE DRIVE I I / j 0'' /I 1� " - - 11,� . � �_. . "��\,\ _.. ,..,."...., I I I I I � ._ ... .. L I 11 :.1.:::`::"'! .... ::�::� z \ I \ I I / , ,� ... I - :,..:, �:�:.-`.`* . ___: , -, - .... � I / � , :�_� ....... _. I � - _E.2. __. ,��H:�::w I L � ,� � \ ..��:,*�,,�'*,",-��:��:��:��:�:� ... �\ , I � ;��> ".;*,:i -�-.i�.�2... � I / / / I N _�:�\ -_ I \ , .i"i.-��*,�"..,i.-..�:.--�,.;�;��.'.'.'-_'..'�'."...:.. L I \�,"\ l SEEKONK, AM 02771 L I I / I I / / � * I I - \ \ ....... � , -Z ....... _".'__'.__ _. � \ , - .. . ..... ... ,4: ( - I �= P ...... I I , .�.�:....4."-�zL-...--..."..."...�. ._ - , " , I / I I - I I *\ \ " 4n -_ \ ,".. __. - .. �.'... I . \ \ . . L / I I I /�( L ) , \ L -:*.-,'-....7�..�.I.i........�.....,::.:�.':�:��..:�],..�.�..:.��.% \ \\,� \ L \ I I . OWNERS OF RECORD. I ..... . ........... _1 L _._ .- .... -, ... �, .., . L \,\, �_ .... ...... _ _. .ft I I / I / I I / / I , I \ � 'GlIzom ow Lg� , 7 �, L \ ..... I I . I I I / / / I .J� � 10 V11 11?twM ,_L8/xG G4 ,::::, 1\ \ "I \ I I / I / I I / / L / I ,\ WUNE ._a& ��\ 11 \ \ \ \ \ \ \ I / i / . / / I i I 4WO pjR � �, Sq, tA�DVIvIA' . � I \ \ N ,,-/ \ \ \ . I I DANIEL P. & JULIA MONZ I I I I I / I I \ WN 5A, API \ \ \ \ \ I I WES: / I I I I / / I \ L TIM \ \ \ \ 4 .. . .\ \ L N \ 1 390 FISHER ROAD I I I I ,�, �t / I I \\ I \ 1\ \ """ \ \ N. DARTMOUTH, yA oZ,47 1. UNLESS 07HERWISE N07ED ALL SYSTEM COMPONENTS AND CONSTRUCTION I I I / / t 11 / / I i yla� "I "I \\ \1\ � . 1\ \ \ \ '�,,� \ \ \ 1\ k \ , METHODS SHAL L i�O)VfbkY TO J 1 0 CUR 15 00, TffLE 5 Of , THE STA TE I I / / / I I / / / "I / / / 1\ 1\1 1\ \ \ I I '\ 11 \ \ ... .. ..... ,,.� ,-, 1�91 \ \ . \ � I SEE DEED BOOK 19J1 PAGE 8JO L ENVIRONMENTAL CODE AND ANY APPLICABLE LOCAL REGULATIONS. I L / I I ( I I / , / / I 1� 1\ '� \ \ . ..... q �� ...... - .... , � ... -�-.-..... , I \ \ I I . / . I I //,/_/� / 1� I 11 �, \ ._._..�\ ................... I .... .- , \ 1 2. ANY AND ALL CHANGES TO THIS DESIGN PLAN MUST BE ArPROVED By THE I I I I I / / / -, / / f �, -1 11 , \ \ . \ / / DESIGN ENGINEER AND BOARD OF HEALTH. I / I I I I I / I I I . L � 0divislon L 11 \ \ /I \� / N81-41 ��, / I I I I I . / \ \ \ \ <, I I I - 6V / i I ., I 1 3. DESIGN ENGINEER AND LOCALL BOARD OF HEALTH ARE TO PE N077FIED PRIOR L I I 1, I I I I I I I I I I 1\ 11 \\ I I I- ; / ___"___"- 104`5737' 1 1 1 1 11 DAMIEZ \ .Ill.. I 1 - ________1 � ... ADY FOR I I I I I 1-1 I '\11 I I I .-L, ______ - / . Rev. j DA 7E By I DESCRIP77ON ..1% 1\ 1 ..... I .... � ----- ::: 7_ � -- ---- __ -, - I �.:.::*.�.:t:,:��-'.-.-.-�*.-.- 4 _� _. -- TO BACKFILLING WHEN THE SMEM IS NEMLY COMPLETE AAID RE I I I I I I I I wf� I I , / / - & JI&P ,VONIZ I I I " ""'" I - , __"�� I I INSPECTIOff THE SYS7EY ISL NOT TO BE BACKMLED WITH(�UT FIRST I I I I L I I I t � � N I ' -/�-__,____ � I _8 q.. "-...-...\.".."--"."','"--.-'--�',-.*..r..,L".-".-.'.--'-� ..... . .. . ____ _-, I . . N I I ...... - __\j L ,- . I I I .__ _ =LLLLLLLLL==.... - i� ROM THE BOARD OF HEALTH AND D1,51UN ENGINEER I I I I I I I I / / Ft. \�, .1 ..... � .... � - ....L I BOARD OF HEALTH STAMPS . I I - ....., ... . I I I I / / _. ...... ....... ...... ... . ORTNNING APPROVAL F I I - 80, / \j 1 '�>4 7 - - . . . . . ..... � ,�� . I I �r_ .. 77 1 / Sq. R.) 1 1*�190, i ..... � I .1 � __.._,_1....'1,1, I / __ - I I I I . I \ I - -.--....;��.....�...��.��......"�... ........... 4. CONTRACTOR SHALL VERIFY ALL UTILITY LOCAWIVS PRIOR Q CONSTRUC ON I / I I I .- ..... ,,_..1._ ------- .......... I I I I /L I 1, .... ........... ;,-__.__�..�-�_..-.. - ..... 1 .... I ... I ... . .%, ... _%--.-�--...-1.1--_ .... ... . ..... . . .. .. . . � ....... - . � ---- � ..... ..... -1.1 ..................... . ... ........'.." .�.... NCIE AND REPORT ANY 4 / I I , I . . . . . :.�.... -.--�.--�....�............�..�.L-.... ... :_ . .. ... �_ .�.... PIROUGH DIG SAFE AND OTHER APPROPRMTE AGE S, , . I I I I 1\ 1�� ..%. .�.... _.. I I 14_ L ��11 I / / I I.. �. .4 ..... .. . - . . . . ...,��:� .... ,.., .... , ... .... ..... .. . ...... ............ , ,_.... ..,..�._, .......... I - . . - . . . . . . . — —, . � - " ... .. .. . . . .. . .. . . . . . . . . . . . . . . . .......... - - .. . � - - - - - - - . _ .. ..... I . . . ... ... I... . . . . SIGN ENGINEER I I I / I \ ', I I � ... �,.....,...,..,,'.�, -�* ............ � ....... � ................... I / . - ... ... ...::,*�S..,.".--'.-�'.-�":-�,�""."'�".".'].'."'.*".'.�".-'�'.'�--.-..- . . ....... 111 ... ...... � DISCREPANCIES TO DE I .-..',] . .. ........ . � ... ... _ .._ .... __ ... ... ... I ..... � ......... I-- ........ .................. . I I I I I I I / ---� /,/ , I : .... L .... � .. ..... ��'-.'._.'-�_' L / I I I I I �_�, I 11 �- -._,.__�,_.�'.'_,� 5. CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER OF ANY AND ALL I I I 1 7z \ I . _ i ..... � .... - .. ........ i ..... _-.1" , �.-.,�*�,-"`,`.-*-. / ��",.,.-�"..-.,.-*.�...*.:-....�.�.,.�...--..--.-,.�-...-'...�.-.*..�..�....-,��- _1111: .. .... . ....... :...':,'.�'.-�L-'�'�'� -- ------- _� . ........ � .............. , r_ _ __ .... � __._ * ... %? / , . I'll - - - �,.�-�..'�'.��'-'.'..:�.'.'.'-'.��'--.. 1. I I 11 ... I..,.,.,.:....�."�'............��......-..... .... .:��.-.-:� . .... .. L I xx ... _ �wi�",.**.':.,�'..'�.,.-�,�.-,."�.--..,-.,��- ".".� I I 11- �...- ��,�.`,..._".,. 11111 ; - ...... I ....... � ... _ ... . '. - ___ ... 1--i .......... �...�. ...... � ......... .- ... AND THOSE - SHOWN I I I I I I I T_ 11 �� / / /X I I I ,.,., DISCREPANCIES FOUND BETWEEN ME SITE COND/hO&S I I I I i / !� 121 I I I I I . _,..,..,; . ......... ON DESIGN PLAN PRIOR TO THE CON17NUATION OF WORK � I I I I I . , / I I I L - -, ........... �_._ ,:� I .. 1. ��,�..............--.--��.,...�'.... L I I _____. I .... I L k i I 1, '_� / \ I I I , , I . .... ... .... . ... ___.____.___,\ 4 ....... - L 6. SEP77C SYSTEM COMPONENTS: SHALL BE H-20 PRODUCTS If'LOCATED UNDER C6 V I I L I � I " I / / / C I A__ -, . / - :t Z I V, I I . / I \1 I I I I DRIVEWAY PARKING OR OTHER AREAS SUBJECT TO VEHICUIAR TRAFFIC / / I I \1 / I / I . - I T / / � I I \_,_______-______,__1_ I � SYSTEM COMPONENTS SHALL BE H-10 PRODUCTS. I I / I I I I I § � '\� / I / L �'� I � I I I N81 *41 - I ALL ONt F USED JVHTRE PIPES ENTER OR / I I I I [ I I , I I -, / I I I I I I I . Z GROUT OR CAST IN PLACE RUBBER BOOT IS TO 8 I / I I I I , I I I / I / L I I I V 10537" � I . I I / I I I / / ,� I I I I \ I I � LEAVE ALL CONCRETE STYU07URES IN ORDER TO FROWDE A WATERTIGHT SEAL / / I I I I I I �� 11 / / f / I , I I I I I I L I I N8, j: on. 9 -w , I I ,�', I / / �, I I I \ I 1 8. USE ALL SCHEDULE 8o p1pE'u1vDER DRIVEWAY AND SCHEDULE 40 AS SPECIFIED. I I 326t2l' 1 1 f I I / / 1� Jl_ \ I 1 9. THE MINIMUM SLOPE PER 77TLE 5 fOR ALL 4'v SOUD PIPE = , 1.075. . t I I � / ; . "I I I � 72 1 1 1 1 1 / "-X �/ i / I I I I �_ � \ I 10 DOUBLE WASHED CRUSHED STONE SHALL INES. I I I I I .1 -1-- / I I L I I 1-1 V I L BE FREE OF ALL DIRT, DUST AND F I / / - ____ - - I / "_� I I I ARBAGE DISPOSAL UNIT, WATER I / I _--� - I I -, I I I I k 11. THIS SYSTEM IS NOT DESIGNED FOR A G I I / . - / ,--- I 1 ,_N4�1 BOARD OF HEALTY STAMPS / I - I I I �\ SOFTENER OR OTHfR HIGH WATER U';4GE ----I --- � -1 I \ S. L . I 1 55466" - / I / / I / / --- I I I I I L I / I I I I I # \ \ 1 12 IT IS THE RESPONSIBILTY OF:THE COMPACTOR TO CONDUCT A FLOW TEST TO I I / / I I \ \ � �) 6 T�,�) ql-__ rr I ASSURE ALL PLUMBING MURES ARE CONNECTED INTO THE NEW SYSTEM. � NE LINE- / I I I i \�� D. H (Sm \ , / 22845" / I I I I - \ I . r., �- 14. ALL SYSTEM COMPONENTS SHALL BE AMRKED WITH MAGN51C MARKING TAPE , I I I I I I 11& ��_ . k - I 1� M �k� 0; -?� ( __. I I I '8')' 7Y,r PIN-L I I 1 41� �4 ,_ 1 6 e_� tLul, - 15. THERE ARE NO OTHER KNOWN WELLS LOCATED WITHIN 200 FT OF THE I I �Ni I / I I PROPOSED LEACHING FIELD SHOWN. I I I � I I L . , � I I . I L . �_" I . _. . 2-8'x'l6"xl "PAW BLOCKS J2" LONG L I I L I SET L I I SPfASH PLATE 0 5-STARTER UNITS I I INSTAL FILTER FABRIC /a CMMBERS PRIOR I wmmw sysw FORY&LY D&aOPED BY AKA L RNISH GRADE 149.01 ::;: 14J ; . : 5 : f : to :: �� ! i ;:� , !: i ;i i ; ! �� ; : �:: ::: : K'A��N0 ,5&,%&*�= Rgaa&��N:::; v,::::::::�:.� �N�: �,: i�:: � �� ,� 1, ,I , TO PLACEMENT OF Cjj SAND THLN OVER . ADVIACED DPAIMGE SYSIEMS (ADS) ARC J6LP CHAMBETS N � 11 �, :§� :1� : ; , ,�� lwwaaawwwaa&qtat=�� I � THE S),51TM 5AN9 PRIOR TO BACKRLL INSTALLED WHOUr AGGREG4 7E IN f mL comahwcE W17H RMMIM�� "I,; � I, I ,,a I � I L I : I I I DED GOVERAL USE APPROVAL & AS MOST RECOMY MODIRED 1___-4w SCHED, 40 INSPEC770M L � L I I L 4 " SCHEDULE 40 PIPE f ROM - . I 14Z 12 1 loge PIPE i�I�C@kW CAP SET 14Z 12 . RE STAMP __ SUBSURFACE SEWAGE DISPOSAL PLAN I . 077HIN 4" OF RNISH GRADE . --- . 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