Loading...
HomeMy WebLinkAbout1823-21s s , 8" ZZ: Q - @ 18"o.c. j-' L \� \ \ .��r i —� .�A �� .rte w�. �... i' �� � !- ��. .�.� ..� �.�. � ��. �.�fi • w�..��.._.rw�r � �1 � I --84 Sym. About--- . 1112 " CIr. 1 %" c/r. p co o 4 L.ong0vdiml Bars 18 o. c. max. Each Face `- a Q 2 Its const. luwt / U L a 4-#4 heel Q .y `v ,� �---Bl Bar From +i M' N Other Si d e 11 Place as shown 2"III 4 L o �' iwl t�i�r 7"t � � � 2'•O" min. r- ----.� @ 18 0. C. M ax. ( T. B. na rop- at 1' fi a 064 o @ 18" 0. C. I Sym. About -- 4 L onvitudiml Blars @ 18" o. c. MOX. Each Face const. Join✓ ° . WEE,PNDLES SEE 4-#4117heel v I , • NOTE AND OET,4/[_ qS 51-10AIN oN T/115 P,49E Pace as shown I �� . 1 L 4 o %Ir + fr 8drs 7"t " B 2••oN min. 910 .-------.�.I C l8 0. c. max. (T. cy Lop at i I I I I Q I � ,5G� TfJf'/CAC C//F�i!/it/�C SACT/Ort/ siyT.' -19 � � o I I I I � I i J Q These Record Drawings have been prepared based on information submitted, in part, by W.E. Blakely/ B.F. & Associates, Inc., and Western Land Concepts, Inc., that performed the field work on 1/30/90 through 2/8/90. While this information is believed to be reliable, ASL Consulting Engineers is not responsible for its accuracy nor for errors or omissions which may have been incorporated into these plans as a result. 0 1AND S �-- 81 Bar Fro m Offier ,ai(f�* ®OQ�OF ca.,) G. rn IN� �G No. 4337 ac No. 041360 Exp. 6-30-92 Ekp.-30-90 Q ��r L.S. ervI�` S� CPQ OF 1F0� OF CA���a 13CAL 0 .9i 1 C�7BLE SPA& /NG P,6R 71-IWIV 4`44;7 / CFIL TCW1V6 STD. DWG. r87 SHEE¢ Z(o .. EE DETAIL ON Oti1/T /000X/ 112 /9 zz Q � - 4n T_ 6 r I .lD � f //�`�/C,9 O��IOr�G�' Ty yfi!'/' -I WEEP NOG 1E.5 sEE Tri/�`�rP ©ES/�il/9T�D G�i(/GTf1 /VOTG J�� DETA/L ANO NOTE AS -- .SHOWIV ON TN/.5 A,4GE /V/P 14'41/' I'MW - s�F C/l�/C D•P,917//rYG's fOiP /rf�raP,9T/OrV r(/OT 67WI s��- T SIE• 1(107Cf/ ALG TO ADJO/r(//rUG Cr</r9r1/N�G SCCT/a1l/5' %CHANNEL MA.INTE.NANC� RAMP SECT(OIV; R AS L nsiungineers-1 Ld 3 2 t � P S. . 2582 RECORD DRAW/A/GS tui •� 3 -67-90 D A ENGR. CITY NO. DESCRIPTION APPR DATE APPR. DATE = f SCALE DESIGNED BY V . P ^ CHECKED BY D J • N: R E V I S 1 0 N S DRAWN BY G, G. T DATE DEC. 1988 ` N... 7", S RD GRAPHICS 100405 PASADENA (818) 792-3096 SANTA ANA (714) 979-1761 PALM SPRINGS (619) 320-4220 FILE NO. ,1400-.21 5� f 8 // ry tr2 ,#5 @ /2 //Yc -/8///YI/rt/ Cr91 1 /2"EXPANSION JOINT MATERIAL `-KEYED CONSTRUCTION JOINT 11/2 �1 CONSTRUCTION JOINT 9,7;v /,26 f o0 NOTC : sAW CUT TR, 1V 6 VC,Pse WCAAeNEa PU IVe tJoAlrs ll/Tl-le /ivvewr 410 :51pe W4GGa OF 7"f/E 0,s14AIIVe:Z Ar 4ND C4sr c/O/NTS gllw z 66 Pm e6w 20 / SyALG, Be �TV/ I, IBX/ NNW/DTH A O TO S .0�5PTy o� t�/TAIIAl i2 "oF rf/E A # 5 @ /2// /-VerPT. FULL //e W1/7' ani /2///c C 011 fW�2 �r�/ple - we6P #01 E seg s tXA11XE r�1CW 4,30117" A10TE 6ELOW `Co @ /2// % - F��� Wivey T/f 4110-.5/T/QN 0114it/�V56 VR,411S/Or(/ JO/rVT F/Lze / " SMOOTH DOWEL AT --,- la "' T/B" 0. C. x /8 "LONG FOS �5'T�l/CTl/�r9G if/OT�S see- sN��T /9 t %l ExP i2-3/-92 SECTION DA TA QUANTITIES REINFORCEMENT STEEL SCHEDUL E Z o E- STAT/ON L/M/TS FROM TO SIZE THICKNESS (INCHES) ONCR CU. YDS/ L/N. FT. STEELLONGI LBS/ LIN. FT. BI �2 B3 B4 B5 Bs 87 B8 B9 TUD/NAL BARS W H T T T BAR NO. a SPAC/N VERT. LENGTH HOR/Z. LENGTH BAR NO. & SPACI G VERT. LENGTH HOR/Z. LENGTH BAR N0. B q IN VERT. LENGTH HORIZ. LENGTH BAR NO. s PACING VERT. LENGTH HOR/Z. LENGTH BAR NO. B SPACING VERT. LENGTH HORIZ. LENGTH BAR NO B SPAC/NG VERT. LENGTH HORIZ. LENGTH BAR NO. B SPAC/NG HORIZ. LENGTH BAR NO. B SPAC/N NORIZ. LENGTH BAR /J0. a PACING HOR/Z. LENGTH TOTAL WALLS SLAB /z7f00 11�117715'0 00iE i0/ /0 /3 - — — 4&/8 cti r 2P 7@/8 /a'8rr 720,1 8@/8 6 �„ 4!67 @/8 Ncr� /Z/,r 70/9 //Z6„ /,r 8@/8 6-"611 /,/„ 4&18 00N7 7elg //!a` B&/8 6=0" fit /8'j rN.9X. 2 12a 7450 /,27f 00 V"?16S MAX. /0 13 -• — — 4@/8 IFEv,I%4'TH 24L"�E 7940, /3!3" 7011 .3&1,g 7!9"41r,11 4@/8 GTH /� Ba 7&/8 /3 �6" / � 8rr 8 @/8 7Z 9rr /%8ri 4WO COrf/T. 7#/8 Cahn, 8 &/8 3 0" OV& /gri% 3 1,26 t oo 1z6 f50 Y9.Pl r M/�X. SE0,5Z71-01V (2) R AT SCA sPGA�S/.S 04001MSX. '90✓ Civ/ — — .5 /8 r EN6'TH 7@18 5'EE S'�I/0 7 ✓Orr 8 @/8 5'EE 3E�T7 lI ('r 5&1 FULL CEN / i /� 7@/8 ✓`�EE 9ECTo �!0 ,1 S @/8 5'EE SECT/ON / r O r� 4►@/B f"UCG GErYCj %Cd/8 r rr //- 0 17LOX!96�o`�@ rr ii /8 % ii�IfiX. APPROVED BY: 6 FLOOD CONTROL ENGINEER ~v 418 DATE APP aOVED BY: CITY OF FONTANA 18932 CITY ENGINEER R.C. E. -3-2-188 DATE NL HN CHANNEL TO TRANS/TION NTS. W,5 PHOL E A107o5 4r/ 0 AORM5,0 1- F5P/,/OLe @ /0 /t O. C., 1614C/,�5D W/Ty 0� C6 FT. OF ,9,4elf�F/CG M'4TE,e/AC IV 4 ,6UrPGAPS•9C/(; SECU,P�"L� TreO. PLAC,' 6//9 elWoee- 4GUIMIIW" OR 64G 041VIZeP 976- :6G Wl,et,O 4 McS11114,V-P 44eE CCOTf/ orV ,BAC/«4ee O/C'Crr 4h11V6G L//(//4V 1%16R1 TO /°LACEM�NT OF CONC,QET�' W/1'E 9/406rr6e D 03 "M/N. ( rPP ,80771 !�/�4CCS AND r9CL 0�7A/L S'�CT/O�t/,5) 71-z1e /rVTEre 4L S a,-'- ,B6 6,640// 7//,47-4 GtWCL ,ge COCAT�� 2r U A/t/ ��.Ps� �f/Eflk'�iYED WA��sANVT� PGArt/e �D/✓urs. Tf�P/cAC CONSTRUCT/ON cl0/NT SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT DECLE CHANNEL DETAILS SCALE NONE PROJECT NO. 1400.23 DWG. NO. 2 G F 27 W DWer. ND. /B23,