Laserfiche WebLink
h <br /> 20'-0' <br /> N OTE: <br /> Dimensions shown are based on shop drawings from the original scale <br /> — — — — — — — — — — — _ — — — — — installation and do not necessarily show normal construction tolerances <br /> 10'-0" r I and variances. Where dimensions of new construction required by this <br /> contract are dependent on dimensions of existing scale and scale house, <br /> the contractor shall verify the controlling field dimensions and shall be <br /> I I responsible for adjusting dimensions of the work to fit existing conditions. <br /> 1'-4 1/2" 7'-9 3/4" 14'-2 1/4" 7'-9 3/4" 3'-9 3/4" 4 10,-0' <br /> 1 4 I I I <br /> 5 - - - -� <br /> — — — — — — — — — — — — — — — — — — — <br /> II I � I I I I I I I 5'-0" <br /> 3'-7" I '0 I I I I I <br /> � I <br /> Slope Slope 1 SlSlope SlopeS�to e <br /> oe <br /> I I I , ++ <br /> + �—�— - �-+- - 10 0 11 -4 <br /> I I I 4 <br /> 2 JI 3'-7" �I I 2 J 1 T <br /> je I I I I I I I 5 –0" <br /> SUMP I <br /> SIMILAR (TYP. FOR 3) <br /> I I I <br /> IJLI it <br /> Ll <br /> 3 2 I 4" DIA. ALT PIPE <br /> 1 <br /> STRUCTURE APPROACH SLAB 4 4 I I to 18' SDI 4 7 <br /> 6" CONC. WITH #4 BARS I ANCHOR BOLTS 4 <br /> 24" O.C. EACH WAY �ll� TO BE 1/2"DIA.x 5-1/2" L.G. <br /> RED HEADS (TYP.) <br /> FOUNDATION PLAN <br /> 4" MIN. FILL SAND <br /> OR ROAD BASE <br /> (TYP.) <br /> 70'-0" <br /> PIT CL <br /> FINISHED " 6"x6"x 1/2" 6 <br /> GRADE 10 -0 8 35'-0" BUMPER R. 4 3'-6" p0 <br /> (TYP.) b�9 <br /> M AM <br /> _ _ h <br /> { M `60 <br /> T f — �' �, <br /> ............ .._._._..-f I __t... - k ._.._......_j `� 4V �., <br /> i 1-Cr <br /> L <br /> --- <br /> -f ._...- , - -1 - 1 -I ; -- <br /> ------------------ --_-_ -- -----------_--___-_--------- --- --------_-_- -- <br /> 4'-C" �5,-9" <br /> 14V <br /> (12) #4 x 10'-0" LG. 4" DIA. ALT. PIPE(2) #4 x 10'-0" LG. & (8) #4 x 5'-9" LG.5'-0" "S & (8) #4 x 1'-0" LG. (C HORIZONTAL AT 12" O.C. <br /> 2" Dia. P.V.C. PIPE BELOW SLAB (CONTINUOUS) <br /> (2) #4 x 10'-0" L.G. TIE SUMP AREAS TOGETHER <br /> (7) #4 x 10'-0" L.G. & (8) #4 x 1'-0" L.G. i 24 <br /> 6x6/W10.4 W.W.F. <br /> CONST. JOINT CONT. CI-R. 3'–� & (8) #4 x 4'-0" LG. CONTINUOUS IN BOTTOM <br /> 1-1/2" x 3-1/2 5,+ 5 I SLAB & TO BE INCLUDED <br /> (Typical) f Clear IN BAR REINFORCING <br /> ± 3" SECTION A PAY QUANTITY ITEM. <br /> 4 2a <br /> #4 x 10'-0" LONG I Y <br /> SEE SECTION FOR <br /> NUMBER & LOCATION l <br /> --�{10++ L DETAI L <br /> 10++ L 2 x 2 x 1/45 <br /> COPING. SEE 4 Z x 2" x %4" W/ (2) 1/2"DIA. x 4" <br /> 3' CLEAR 1/27DIA. M.B. ® NELSON STUDS, <br /> DETAIL 2 5'-0" 5'-0" #4 VERTICAL AT 12" O.C. <br /> 12" O.C. TYP. OR EQUAL. IC 6"x6"x1/2" <br /> 4 5 3'-s" <br /> 4 #4 HORIZONTAL AT 12" O.C. 1/8 <br /> l; SCALE HOUSE PAD 10'-0" – I 4'-6r' (CONTINUOUS) <br /> 3" <br /> 3 8 S" 5" CONTINUOUS COLD JOINT <br /> _.. ._........._...._... ._.._.__._.._ VARIES (Id' MIN.) a <br /> 10 10 <br /> 10 <br /> (2) #4 x 10'-0" Long 3" CLEAR <br /> VARIES (10" MIN.) centered in slab. <br /> LU COLD JOINT CONT. <br /> 0 1 1/ X 3 Y" <br /> D ETAI L1 DETAIL 3 SECTION 4 D ETAI L s D ETAI L s <br /> 4 4 4 4 <br /> z <br /> (n DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APP OVED DATE <br /> J.C. WHITE 6/17/92 one COUNTY OF SAN JOAQUIN SCALE: NFOUNDATION PLAN PROJECT HARNEY LANE SCALE RELOCATION JHE <br /> .C. SHOEETS <br /> TAL <br /> �/z/9Z d �✓� -- 7/=/yZ AUJ 7)f z TO FOOTHILL LANDFILL 4 5 <br /> FILE NAME DRAWER I SHEET NO. ACAD <br /> F:\FTHILL\PIT2 <br />