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HomeMy WebLinkAboutBLDP-90-074W-10 p FIRST FLOOR FRA�AING PLAN T r 1) url 1) 11 1') Ti .- 1 Footings arc, to L -r - C-C'rripd tc r4r�%-'8tl Cyr's show r de.wi-,)cys enil • 4X6 •should excav,-�t.ir)n Fojl comlitions', tit E' —A- 2X6 W, FLASHING I of -concrete. dr C C46 A45 W-10 p FIRST FLOOR FRA�AING PLAN T r 1) url 1) 11 1') Ti .- 1 Footings arc, to L -r - C-C'rripd tc r4r�%-'8tl Cyr's show r de.wi-,)cys enil • 4X6 •should excav,-�t.ir)n Fojl comlitions', tit E' —A- 2X6 W, FLASHING I of -concrete. dr C C46 -,the A I I exc. t b +� J T y 16d GALV. @ 4' no no concrete -s 'C in Water. 0,C, STAGGERED 4 3. LF ave pockets andin foundat.on -Wplls for beams, do'nrs ALSO APPLY PL500 and vents as shown or, 17y-3winf7,s- TO BACK OF 2X6 4. ?To f octi nq shall 1)- pl� (!P(I OP Frozen Foi , EXTENDING 12' EACH 5. Prcvide openinas for servic-,,s' SIDE OF 4X6 p- qu i ree four cencretp in level courses full hfiaht, or floOr t fl with co t.ructic,n J.0-intsiert i(7al- ns 4 openings s h a 11 be li o -r r -a in t on W,111 for thf� j nst �7 t i n, n 1) {"7 ^n(? 7 -aiiation of units complying of the st BU4 ld rr: -Code. TLI E T N FIR PLAFLUOR/DECK FRAMING N C 2 niIliclatr.T.ozid 12��� c�AE..z.+�. fCa 'Y s 0 P S, 7II ^� c,.j operinr_,�: rha;ll in In e dust cmrF�r to LOT 38 GREAT ISLAND ROAD 3. a itve hyri c r P . r 4 r; f I ooeing arie; prevent j,ftirg oil tho YARMOUTH, MASSACHUSETTS SECTION DRAWN BY SCALE CORP. -a' 03�7 STECO ENGINEERING ht�:, S -r- p .11 IN13 Structural r. f2 (rb;?�,'50 Or Cq'J CONSULTING ENGINEERS & PLANNERS G. NO, 1/2 1 o 2. stud wails may t)l� S p n t- u-�3 grade a e o r equal 1. . 1, j e c om T r, r... n �1 e d p rin t i c r� -4 tz 1 1 z' ' - DATE 2/12 /90 P.D. BOX 632 FALMOUTH, MA 02541 E1195 -S2 3. All, tir.13f:-1- 1F Ie7 . tr 26-1-L 0 --;,7-7-'-I----� I-,.--,-- I '- 617.428-9213 k9evI i n UI @UStOM 0 0 (toesigns tj -CAT4. CLCI copyright OC 1980 All Rights L1AE2 ----- --- Reserved C) 4 s• AF IAW L A N, Y) VI of tj CI: CHARLES EZ F U- FRIH sa DRE -4 "I STRUCTURAL 06 C:) -T 015' UZI -e Uj CO X I'R ST F= 9 '0 Q A. i C, W,e lc� 0" -- I C) i1j, I ........... ... --- T-7 .Any other use is strictly prohibited, r customers only An f o'r t he use of t hei s and layouts by D.C.ID.are preliminary plan rr'n-' T !"T 77, 77� ill r., .. _. ,:-,. ._, .._.. .. _ .:.-- - ,_:.-..7�„--c.. . _. .... .<.-,. ..,.,�-._..: ..� .,,y,.,..a:. n�.•�u es.• .__n, ..w.,.r m,:.ea.- .t .:.;'VtUT _ „ _ , NEW ENGLAND REPROGPAPNICS & SUPPLY CO �5nVI i n,U 00M ., a. i f 4 s _'- Me51gf1S copyright © 19RO A i i Rights _7Tf f T' Reserve d _ N LLI CD s Ui rK_ 2E Y Z @� A?M�A w w Of f aA HAR Act , ; x F ,COD F.. m Q FEW©R -+ o PreliminaryMUCTURAL 13.34.159 AL 77; 7=77.77,77TT plans and layouts b D.C:D.are fortheuse of their customers ,ont An other', Use is strictly 'Prohibited r P Y Y . �'`- y.- - y P .- . ow I 22'-10' 2X8 RAIL a 0 i SEE DETAIL 1-\ a��D 2X6 @ 16° 2X6 W. 2 2X6 W. FLASHING--/ -]-... s' GALV, 16c1 GALV, @ 4' 44'—b' l'-3 15/16' 1 2'-816 FOUNDATION PLAN TOP OF FOUNDATION WALL_ ELEVATIOo� 12'-0' J 2X10 @ 16' 3 — 2X10 U I �THRU BOLTS O,C, STAGGERED 3p- 0 CONC, FILLED HOUSE % 4X6 ON GALV o COLUMN BASE ANCHOR 2' CONC, DUST - _ = I=111 I i I=1 ' COVER ON 2' ACCE� DOOF 9'-8 1/2' FL DETAIL 1 FOUNDATION PLAN 1=111-1i)=1 11=11 I-1 11 I `_--�� VAPOR BARRIER) :1—i 11-111-111 III i I I I_1 I a I I I- � - _ . •; : � i � I 1 II o �I�� I=1I1=1I1=111=11I=1I I � I -1I — — — = .� I - - - - I - _ - _ - 'r_ I ',mil ��'4=� OT 38 GREAT ISLAND RAD. � ::. ; .-. � 11=111—I 11-) i �—III—I � 111=1 �._�._ _ _ _ _ - : �. � � _ > > � -� : � r� ,o a L _ _ _ —_ — I I �I I I E. I I-1 11=11 I—I I I—I 11 I-11 I -i-. _. 1-111-111-111=III YARMOUTH, MASSACHUSETTS .. _,11111 NE >>, 2X6 W. 2 ° s" GALV, �-6U BOLTS 2X8 RAIL SEE DETAIL 1 2X6 @ 16' 2X6 W. FLASHING 1601 GALV, @ 4' 441—off FOUNDATION PLAN TOP OF FOUNDATION WALL ELEVATION 12'-0' 2X10 @ 16' 3 — 2X10 O,C, STAGGERED 321-0 CONC, FILLED HOUSE - a 4X6 ON GALV, COLUMN BASE I ..: 2' CONC, DUSTNt 1'-3 15/16' ACCES DOOR N 2'-8.16 f 9'-8 1/2" 4'-0' FLASHING DETAIL 1 COVER ❑N 2" —) { SAND ON POLY pl� I1� l;, I "'� ��UNDATIDN PLAN VAPOR BARRIER I 1 ( 1 \'t 4 t1��• �A �_ I 1-11—=_:��n�4� 1 1 — a z 111-11 l 11 I l l_l i -�1 Ili-! III=I :� : , I=1 I� AA CD 1111 I a 1 1=11 I�I 11-11—! 11=1 I I I 1 I I� I _ FYt ' �L I1�1J_Il ! I—i I iII—I 1= . 1LOT T 3 `1 8 GREAT ISLAND ROAD' J — _I 1 J-1�1=1 i l 1 I I 11 I I ... 11 �1=1 t I I I— 11— ` �£ ` --•rt ``a¢� YARMOUTH, MASSACHUSETTS SECTION SECTION DRAWN BY SCALE 1 2 STECO ENGINEERING CORP. 1/4'=i'—o' 1 _ , DATE CONSULTING- ENGINEERS & PLANNERS WG, , 1f2' 1'--0" S 1 1/2 - 1 -0 S 2/12/90 P,U, BOX 632 FALMOUTH, MA 02541 E1195 -S1 . t . 1 r I.V V -L I r rz IrL4\Vc 0 r) -z soa* -qs u LA -r Z iL T- 10 Fj -E4 'STMS r--4 r 11 P.3 '5TR&PP(N' C, Ile" 514LEIR0C-IKI----'-----' s(b, PILI(W0017- - - 2"U'l 30*115 Iz 10 tZ IZ r45(JLA'TT'0W L: to VA? SOUr.) Rtorr- '*ZxI0 RAFTER 5. W'PL4*NVOOD - , %A r 4 (9evi i n @Ustom (Ees igns copyright 0C 1980 All Rights - Reserved lltzkl a V\/0::)n CtIIZT)t P. C. -a": C") T Lr) &ryO LU C\I z Cj] CD &IP r 12 OK T 114, a?,& )L' C.D CMI) CC i U CD OF C -D Z LL - -C-4014 L CHARLES W C.0 ;J F. FEIA,,DRE STRUCTMAL LU X I-- (n C:) I A I wzM 06 'ECTIOD MIT 77 outs- b re for the use of, the, i,r customers, Prehr plans a ndr I ayo y D. c.D. a only Any. other use, is strictly Prohi bitedl. 77 ,77 - 20 FT. MIN. ...,.. TOP OF FOUND -- SOIL TEST ... _ - �' EL._ �•� 10 FT. MIN. z` • ,:,; .,-„ r CONCRETE HOLE , OBSERV��TIO: I .:', .E 4 SCH. 40 PVC OBSERVATION HOLE I OBSERVATION e, oP or- � U 15 - FLTL COVERs CLEAN ,sANo 7.: �� IT OBS; ,' T PIPE- MIN. PITCH 8-1-9b DATE OF, TEST g-�-S� r., DATE OF TE. -Y _�._____._ 15 ��J.0 DATE OF TEST a.: " I/8PER FT iD D WITNESSED PRECAST - WD. D WITNESSED BY WITNESSED BY r k. I`? ! /lNCH .:; CAST IRON OR FLOWDIFFUSOR 2" LAYER C A ' <Z MIN.IINCH PERC. RATE Mlfy/INCH PERC. RATE - -__ 1• •- PERC. RTE <.:.;: •� ;.,,,•, .a. 4 � _ • EQUAL PPE- MIN. - r. � ) 1� J��Z 12�� MAX. _ f/8-1/2" N,,:,f - 6.S ELE`!, _ : 's1...:5 _--t l R FT MIN. EL- q ELEV. - . . PITCH I/4 PER STONE O, u :.. _ " 2 MIN. LEVEL ,75 TSAYFLOW LINE ► a_ .. Lq�l� Ds R Q 4 - cj 24 24 EL= 9-1 10 MIN. `O � t~ v , Medium EL= 8. o „ f � 6 e o sc r - 8.8 CoU end MPD rJM EL= - d a o o a o c� >zt.. - c O ccvse t EL- 8.4 - -2 o c a _ - S'9,N'D EL- 8 d t� Cl � t� 'L7 Q O •, o a iJ9NTi1cKe?r' _ SOUn39 { -90 57.,- 6C---. 1. L = GReAr C ) S ,00 L = � 5 E 8 D 0 0 Ny0 t^o5" NZo s DIST. - 3/4 I I/2 , .°: . _:: •. 1, ., .:`..�.•.• . EL. � �,o _ _ - • BOX WASHED STONE 6S'y = 1. I WATER, AT 8' EL = �'$ WATER AT _____. r -L - LOCATION MAP $ WATER AT E L 9 s,s ! o0o GAL. i ,91-7 8_M. SEPTIC BOTTOM OF TEST HOLE OR OBSERVED WATER- TABLE, EL= 1•F LEGEND ADJUSTED GROUND -WATER TABLE- { I ,"1I,�i0;,. EL= �•� �c<<- . ---,� �� I TANK , . - ') EXISTING SPOT ELEVATION 00,0 BeAucN MA,Pk 3� ('� - ( EXISTING CONTOUR - 00 - - - - 7"Op of CE Q r �L = 6.S MSL Ro,gD �' PROFLE OF FINAL , SPOT ELEVATION SEWAGE DISPOSAL SYSTEM FINAL CONTOUR 00 o 'r n 7 NOT jO SCALE SOIL TEST LOCATION 1 / 9 1 -TELEPHONE POLE' 1 S5. pv lu -CLEAN OUT AND HYDRANT INSPECTION N 0 IN COVER TOWN WATERr� �.. ..-.. ,.. CATCH BASIN i , W W _ 3 - . ��..t F GENERAL NOTES I I I i I. ALL WORKMANSHIP AND MATERIALS SHALL -< - CONFORM TO O. E. Q.E. TITLE 5 AND THE :` I ----- -- - - --- ---- TOWN OF Y42MoyTN RULES a REGULATIONS Ir O FOR THE SUBSURFACE DISPOSAL OF SEWAGE z , �- 2. ALL COVERS TO SANITARY UNITS SHALL BE t ) Tfzzr- rLH'1 I J� _ _ IL _� B=fJ` BROUGHT TO WITHIN 12" OF FINISHED GRADE OCA tI &EXISTING AND FINAL GRADES SHALL REMAIN 6 4 � � � t y[•----•- '� `- ( .� { I PLAN VIEW `,. ESSENTIALLY THE SAME ,. 4 -NO DETERMINATION HAS BEEN, MADE BY THIS i � I ..-, , COMPLIANCE WITH TOWN x tt L OFFICE AS TO ' r ® IJ Q © h �' ',1 ZONING REGULATIONS: OWNER/ APPLICANT ISrl - l- t r » OBTAIN SUCH DETERMINATION FROM TQ 24" DIA. COVERS 1-D ® ® f� F a , - I E A 'SRR TATE AUTHORITY E, w; 5 T�;`c FLAN IS VALID IF. IT, IS PLAN VIEW FRONT VIEW SIDE VIEW SIGNED IN RED, THIS OFFICE STAMPEDSLIME . AND j • �. � , ,,, � - i j SLIMES NO RES *dSIElLITY-, FOR lNFORMAT ON CONTAINED3 FRAMES 8k COVERS SHALL PO } �,'' BE SET WITH MRSONRY UNITS 0"J COPIES WHICH DO NOT HAVE' ORIGINAL -'} "" WHICH ARE TO B: MORTARED FLOWDIFFUSOR Dr ; A 1 1 S7C.f,''G'� AND SIGNATURES r l IN PLACE' NOT TO �' r 1€ F E` 1- CO. PONENTS OF THE SANITARY SYSTEM - ' BE CAPABLE OF WITHSTANDING H-10 / y ..,. 1 „ Q� a; .•• a; .: .e : LOADING ... - ' NLET a • ..... :p LESS THEY ARE UNDER OR WITHIN f I ;;' UN ;.o OUTLET t• 3� MIN. 10 FT, OF DRIVES OR PARKING AREAS. H-20 r _ 6 MIN. FLOW LIN OUTLET PIPES - UNDER . OR WITHIN r LOADING SHALL BE USED A 10 FT. OF DRIVES OR PARKING 7 MIN. S REQUIRED AREAS U 10�� MIN. 7. SETBACK REQUIREMENTS (MINIMUM) f�. :o FRONT CJ a C= SIDE _.�._ REAR 2 i _ INLET O e , FLOW o: OUTLET SU S F>�Ui Z .L r^ H V . , E FT. MIN. - .. , INE .. _ APPRED/: OF E 1 I U N AQUI D . oI..2 " 6" o DA AGEN IEPT PROJECTLOCATION: - {. ; INLET TEE PROVIDED PER SECTION 15.10.2 LOT 38 CrReA7 /S� ,t/9 �E'o' b -_.,. ,� Q ,t c __ x m O A -v t i LE 1 TIT 5 moss R � 0 0 . PPLI ,; OF OUTLETS: 3 2, r� �.1,d.-=�- ...� ' _,_.-Y�E� Tc bE , � V I V _ f•jl �' ��,lEi� �3 T P CROSS SECTIONE OUTLET TEE _ L LIQUID DEPTH BOX DETA I , .. I TEE DEPTH < ... _ DIST. NOT TO SCALE -aj ,/ ' •.- , .-? '' SEPTIC TANK DE _RIL BELOW FLOW LINE Land,UsCALE4 FT. 14 INCHESi T T S NO 0 FT 19 INCHES7,f---- 5 co1�D1T/U�llf�L JVO -~d • � . - �,�a.. !„ ,-`'.l..t�:., r ;� CQ 6 FT 24 INCHES t - � TSU f c t # 7 FT, 29 INCHES 8. LDT is, /AV FG D©D _2©.U& I- 2 (E'c >. / _•.0 r/ f"�s=/��' f Inc, , CJC715' G4�SC (6-•/'i—I✓'E7 l�-'E'vrC:ll'%�.� , 8 FT 34 INCH • - z FORMERLY R J INCHES' 2 S O HERRN , //VC� j 9. A R)A JJ Ce vlC G^J/1 TF - r t V � 7s4 8 L C y Q y p r- e ers - Land Surveyors Sonitorions £ , h x , ♦ -` ,; �, TN Ti9 f3 u ATPD -* ^� .,1 �,, ,-• DESIGN CALCU LATDNS Ati z.z v Engin �_. 35 ROUTE. l34 -UN/T3 BO 2 ,. Y •.�; .. 7 s ! 1Q GtJTTE'�S SN�GL L&.4 a o �- r D D C1JA. _ F, C, SOUTH'-DENNIS PMA. X ' _TM NUMBER OF BEDROOMS... 1 t ` • .¢ ; r. --..,- �, GARBAGE DISPOSAL UNIT...... N� > _ REVISIONS:` ♦. . ,---_•_, � „�,,- . _ -:. , ,, l , f3 L L UN s 0/7,44 L Msr T L $' L . �' +r rr, �• ''-'' .:?t , 8,:` a TOTAL ESTIMATED FLOW n�t�t±' G F. , 3 ,, � . ,-,...,_., --�., U � Ani F"oR 2S AR � � � � •_:�:-- .� S.. ., � � - . .: �� f> Y' . • Oil ....� G• �. - a u' Nt . ,�.+ IID GAL/BR./DAY x BR. 33G sYsT�M wuj • - • % /. ) GAL/DAY i}tiJD n£f Lf3CP� c/ `CEs, •,• ,w \ O 7 u nR QUIREDSEPTIC TANK CAPACITY.....-....... GAL. Z5-90,; New a Aw% C- /}LL F eG, f) L ., T�G.v �z ACTUAL SIZE OF SEPTIC TANK IDG G�+L F i ac -�c<r r,vG; t tti 3a]? r C. LEACHING AREA REQUIREMENTS - _< _ '� _:. Lam: ? .,.,-.. SIOEWALL AREA 2- GAL./S.F.i. /3 �F �iVIGN� f'•. .•+ v� r "..."""•+r,....,.. ' ; . *..,... ,w,....,._W - +rye { , ., . , �` r 'l' •..... • •�. � • 102 �, -� BOTT M AR A _O A F ,. -z f s.,. f. �- :� ,�-� S7/,-77 C> : �---., _.._..M .. 0 E / G L./ S. ., ,�. �f' J v6'., �, / .f t r el',f : i�c /S r :, _ �'f.., c hU� `., �'fT{{ OF t'S ,.• r LEACHING CAPACITY (BOTTOM + SIDEY _L) _'G GA" i -�- atr- '� �, ' „ . -� r.., /'r . ,, -t . - ''''•r,M.,.r•`•� /t a l)_2/_a8 `' I _ A4 R;;. NOTICE_,C-! C ,!, _ . r % - r �i:"-' ' t L ,. \ s 2.C.,dK C� t-,cY LJ �..4', 10115 l .t I x Z + Z4 u F� { _� : -- �;r �Ro �. �� / scALE: �--� 7 > „_ r - DATE �J 1,0 1-a � Oma. �� �HEA, - b � _ t11t\ � RESERVE LEACHING CAPACITY... ....... ...... 3--� _ ,, s ``. `--- _ I C, L4 IZ 1 115 �� a i4.i)" RCx_ 10 I'(LC It►�EC� � BY pT & S / r - 4 s . 1 DR = !< APP t �'oAD : E,�:•-I•; f Y 12 . uf�U • 12,5'. 13' tROVtt�Et� �4 9£t^ JOB N0. , `s s6 35,9 2 SHEET I OF / ,. f7 777 v ,.,- -- ,•. ,.,,.rw.. r. .. , . , - .. '. _ mc, ,.artw. iil _ ,..r .. :.. .. r . ... - . s•w -...m w s*..+•wm+r: j ' ,FORM 9/8/87 t : LD1+�