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HomeMy WebLinkAbout0030 PERSEVERANCE WAY - 295-7 !� ---- - - - - ---- -.--- - - ' CACHJJ�J a G/T ARE !`LORE 7-NA,`i /a".CZLOW /;.I Pr MIN f,R•a.04ri A 24"17/AMETEK' C'ONG:�FTE C®tfER — �q"PYC PIPE LL BE 0A?0U6RT TG 4RAe�E.�'`�/✓ .EXTRA CONCRere ,1-1EAvy CAs-r //eON COVER 5'HAtL QE USEdO P/TCN 1",/(, o FL��/. !D l:, O CODERS —�► , l F/JV ,UR/VE lkvA y �B pER FT. 2 L M/a. CD/VCRE7'E A 'e `- _ GR�4DE COVER CLEAN S'A,,VO . . . BACxF!LL q . 4" CAST ''Trr' 2 ' 2"LAYER b.I //?O N P/PE 1 /D D O 6A L. v n a o o o OF 8 J/8" M/N. P/TCA/ t EV. f A 0 • e s • o o a n o ASHFD S72JNE ::..` %4"PLaR Jar. St=PT/C TANK 7 d U/S T, o o n 1 e • . • s • / e e n 4q W L. , ,O BOX $ n oe a 0 0 0 ° 090oL314 i C,rHVC ° ° 1 s • e1 ° ° v WASHED STONE 00_�O/L_ 7�:ST �° ' �� 1 o baQ� 1 / 0 • O • • . 0 e p D o /t/AF 7 v/z`?C_ c a e c e e e e o o • e e e p o e p — PRECA5 7-,SEEPAG E n o r e o e e e e e e " e o P/7 DR EQLI/V N{/,eRT �L E✓AT/DeV S � I C 2�v�t- P a � /NYEIZT AT GU/LD/NG �` •� FT. 6 FT D/�1M. r /,v4 E7, SEPT/C TANK ` S , S FT FL F4 ® �_ FT O/.41+J. C(5EE 7ABULATJON> OUTLET SEPT/C TANK FT. INLET DISTRIQUT/ON BOX 9� �' FT. .S'ECT/ON ®F GROuNO WATER TABLE OUTLETDJSTR/®UT/UN BOX `!`/• ' FT. INLET LEACHING /o/T 9 4 FT. aSEWAGE PISROaSA L. S V.57".=../W TAB4ILAT!®N 4HACH11V6 �/� SCALE_ �4" _ /�- o' DIMENSION A FT. DES/GN CR/TER/A .0/MEN5/0N J) FT. NUM9ER OF T�JL T.`j D/HENS/ON c 9 FT GA RCA GED/SVOSALU/Y/T_ — S®/L LOC TOTAL L�1T/MATED FLO/�t/ /f GA4.1oAy SOIL TFS'T #/ SOIL 72=5S7'#2 6011- TEST NUMBER OF LEACF//n/G /SITS_ I �ELEd! %,S yB, y ,PATE OA- 50-JL TEST /7 RESULTS' !ra//T/o/ESSEp dY BOYTOM LC7ICHJAIG PAR P/7_7 SO. Fr r/t L L L ,sic � �td�CQQA?AON RATa � f TOTAL ,4eACH//YG AREA --2-L- L' S F7 -- Wy 7 H V/A, r S > ` MJA°//NCH Q• c min'�s PZlZCOL.A77ON RATE I*2 r 1y1M.�lNCH RESERliB LEAC'H/NG AREA 2 (^b SQ. 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I v4,/8 I INveRr �o, �Fu �� 3�4 To I Z { �46.Bo �° U- `�, - WASH ED w STONE ho `U IA PlE061LE OF A TAs1.E ,GROUN O W TI:1Z. S 5EWAGE r)ISPasA L_ N6 SCALE ���H DFMASS' THO 1 E. �. EL v o 0. �FSS�ORAt THOMAS E.KELLEY CO. V ' WM16 Mct1a f: SAAtsd = Z/o CAc/ D,�y ENGINEERS—SURVEYORS / 346 LONG POND DRIVE TaT = .3 DA�SOUTH YARMOUTH,MA39. t� I 02664 TaTRz L�'�3cN/tiG /� s '� •u p ' i ,�IzopvScL Ll r i/ I v c2 jO C° t J ' n EL� ,: � � ��" I �os � �v/C.L> Fy Po \ '�;f�v✓' j �1 irA770.v rv� arc i P�+posb�� i F»��sv,�77u� r ,5/00 1 36 Lc.411 '9 �s \ pfly ell 4. r ` 1 I 0 7-- f V✓1r;LWg 4SNT> Cy Aa•vl. H�r�,�a� (�u� of Jr/Efrc,�7�•/ �sr r'+bL£ stZ 1 1 7 i I S¢ C-7I.4VE L -- 4e w/7-7y PRELIMINARY Cca�.s� ialp ce= 1.. �--/�. /� / ✓� T /AI*" Ox: coRxs� cs;�rxs �/�/ Lo7- S/�D .S 4_01�d 1i 146- JJ %vG LS y /v /77 /Vo WA �7✓COv/sT�ilZta A2&'✓/SEV -S&pT L EGt�/D eels, 14.�M let �L SOD f-3f SST//✓G is�4•f�E / .h "_."p '�"Cr vE'4' -,-j IAA lAq/0)/ r ----�- v,E' f-►CE. W/•�7��' i`low , , � �� �"` .� 1 i i f r t } r ' WS s i 1�lb so , Or 7- t 't SITE OF Z_A 13 1 1 s MA 0 r N A9R Scn t F 1 in/. 2p r--s4r Cf1CKG!� BY 41, P A .. r EL LIRE`G?C�� �t'✓G/NE.:E-/�c'i.N`� �. "a., ,/�✓'�" '�� '� R�CG C/Vt% ENCtlsli". & SVY", YG31 I -7i2 Mom!/rV .S�" 33 AID, S T `2J �r ,y r � J T I 34 11� 3 KJ i b i i ' I i Y f�o�.�.a err v•v -•f�c.•� ..• - . ^-)90 ''10 5 7'41 7%,tt 7. 'r/1r�+J�G, CAUTION: NOTCH FOR DOOR JAMB CHANNEL �J - -- q K Q 11 2 q4" 4Y4 v 1 Y2` DOOR SIZE + 4 FOR OH DOOR DOOR SIZE ♦S a" FOR PASS DOOR 2 DOOR SIZE + 1 FOR ON DOOR 1 4_. `3t/z" DOOR SIZE +5,V FOR PASS DOOR i3fz • i —2 VERTICAL RABBET FINISH FLOOR GRADE 100'Ors EDO�ORGRAD OPENING TO 996GRADE cr ��/u �-'�2 i I DOOR ANCHOR BOLT DETAIL IN RAISED FOUNDATION WALL Y +f 1 Q.l DOOR SIZE + 4"FOR OH DOOR I I r I DOOR SIZE + 814"FOR PASS DOOR I s c7�c., t=<- - - - A�-2 44 234 DOOR ANCHOR BOLT DETAIL WITH WALL AT GRADE 100 0 4 I 11 2"TYPICAL I k47 Co � __ f r ��.,t j ( ` NO RABBET WITH RABBET ANCHOR BOLT SET IN ►3'fZ' 2'g- - 0 � 4 �Y=: � Z!E '-O=}00+ 4r-0r, � NOTES 1. ANCHOR BOLTS NOT SUPPLIED BY P. I. I. ac - 1 3 2. ALL WALL AND PIER SIZES TO BE BUT � � UT DETERMINED BY CONTRACTOR TO SUIT LOCAL SOIL CONDITIONS. LOo --� -- - - -� �C 4 18 LONG HOOKED ANCHOR BOLT I `�...� �.,� C-OLU - i i t { �� ,_ ___r WITH A 2; PROJECTION. 4. AB-2: Y2 0 x 6" LONG HOOKED ANCHOR BOLT CRAIG ��yG WITH A 11/2., PROJECTION. � RAYMOND N � w No.. 274 27d83 4i n ADO cG,fTE� J. BURKE & G. McCARTHY A=295-7 lot #A-1 30 Perseverance Way, Barnstable CORNER COLUMN DETAIL FOR HIGH SIDE OF LEAN-TO PORTAL BRACING DETAIL INTERIOR COLUMN DETAIL SIDEWALL AND ENDWALL COLUMN DETAIL CORNER COL'OMN DETAIL Permit #21935 January 17, 1980 TYPE ( ) PLACES TYPE ( r"� ) !r PLACES TYPE �(,a J PLACES TYPE ( r" J PLACES TYPE E -PLACE S TYPE PLACES TYPE C PLACES TYPE B PLACES TYPE A PLACES 0 0 OUTSIDE OUTSIDE OUTSIDE OUTSIDE OUTSIDE `OUTSIDE OUTSIDE OUTSIDE t. N .. 3"• -� 3 �- 3 r- -- 3 3 --� 3'• PACKAGE STEEL BLDG'S 3~ . 1 1 1 I PACKAGE INDUSTRIES, INC. 1 t 1 1 �2 , 1 .. 1 i2--+1 1 /2 11/2 --' i " 1'! - 11/2 1�' 1�t 1� 1'fit 1 �2 � 1�t , t % 1 E , .. 1 /2 /2 1 2 -+� HARSACK ROAD _._�. .SUT ONN, MASS. o1527 ! 1/2 1 2 4�.---1�t r-- 1 �a � -� �---1� 1� 1�� ,� __ 1 _ _ _ M5� ~i 4 4 5:� �4 5'� � i _ !� , /t'i— � � _- -- — � ' As-3 AM'9 _ AB-3 _ AB_3 -1 i I a9-3 4 4 AB-3 5�2 All 4 4 A8 J ......,.I � T I �— - - . 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