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HomeMy WebLinkAbout3171-2314'—C,)" 40-C)" 10'-4 4'-C)*' 8"X8"X10" SPLIT FACE GONG. BLOCK, WITH #5 STEEL REBAP-CED 24" O/C VERTICAL-, $_ #5 STEEL REBAR CcD 48" OIG HORIZONTAL CONTINUOUS WITH ALL CF -1-1-5 FILLED WITH SOLID GROUT. PROVIDE 2-#5 STEEL P-EBAP- HORIZONTAL CONTINUOUS CcD ALL TOP COUP -513-5, UNLESS OTHERWISE NOTED. (ALL INTERIOR GONG. BLOCK WILL BE 8-><8"X16" PRECISION) LIGHTWEIGHT GONG. E3LOG< WILL BE USED ON ALL WALLS, AND A SPECIAL INSPECTION WILL BE REQUIRED ON ALL WALLS OVER 15'-0" HIGH. (TYPICAL AS PER THE UNIFORM BUILDING CODE .X# 4 4"GONC. 5L -.,-,,B WITH ro'.4ro 10X#ICSTEEL- WIRE ME BH C R C CTED FILL kA -3 7/ -7 F_ r ------ __j 0 rF-2*N F-1 rF - �G� 4" CON -SLAB WITH 0"X6"X#1OX#10 WRF MES OVER COMPACTED FILL (TYPICAL) \A-2 X //j 0 FLO R DRAT n 7, LL CO _1eF - KF -1 �O LL W FLC(--R SINK�. -T w A�-3 11 (D rI o � o� CO FLO (fi F FLOOR RAINC� SLOPE FLOOR, CID A RATIO 7 77/ FLOOR DRAIN � �3 7 Z 77 77 F A OF 1 TO 50 IN THIS AREA C F- _2 it L J W FLOOR DRAIN WE A-3 A DR CcD A RATIO SLOPE FLOC MOP SINK rE 710 A-3 AREA U_ LL OF 1 To 50 IN THIS AP FLOOR SINK A -2 - SLOPE TO FLOOR SINK Ft W I , 00 I I FLOOR DRAIN �0 L -SLOPE To OR DRAIN EO -7 T_ LO '0 FLOOR RAIN, ci C0 FLOOR DRAIN e FLOOR SINK 0) :Tr -1 SLOPE FLOOR @A RATIO 1 0) 'r 7 77 71 1 , i / MOP SI FLOOR SINK 0- tll OF 1 TO 50 IN THIS AREA 't (3 ____1 h - z 22'-8" 8'-0" 3'-4 E �3 X 01 A-3 171 /Z 7 7 3±1 m/ 7777 SLOPE FLOOR (1j) A RATIO, -� - - 7, FLOOR DRAIN FLOG OF 1 TO 50 IN THIS AREA IN L3.) I - I ; I FLOOR DRAIN�':-' (); , '7 I. LL 01 LL CO F-11 FLOOR Z 7 7-7 A SINK '0 t N, T, P 1 1 0L_f I 0 / 1 -2 A 3 Ci 7771 7 7711o A A&VA 7 77 7- //7 CO, '0 LL rF 0 1 W 4" GONG. SLAB WITH (5"Xr5­X#1OX#1O -3, IRE MESH �)VER, COMPACTED FILL (TYPICAL) -1 I L -3 ot rF I MP, �E3�T Q3,001i 4 J-1 71 �-2 L —Z7 z Z 1/ 77777 01 J— F WITH ro Xfo--X# E W E ME OVER COM" -rY 21- '_4 \_�4- GONG. SLAB W1 10X#10 OTE L_j 1_j & I P4GTED FILL PICAL)z -CIVIL/STRUCTURAL ENGINEERS -MUNICIPAL CONSULTANTS : SURVEYORS/GPS/GEOMATICS .f PLANNERS 151 South Girard Street - Hemet_ Cc 92544 - (909) 652-4454 FAX (909) 766-8942 - E-MAIL cozad#ivic.net 5TANL-F—Y F_ STEELE BUILDING CONSULTANT, L.L.G: 2345 EAST HIGH MOUNTAIN DRIVE SANDY, UTAH 84092 801-495-1112 FAX ..... 801-4-95-1114 X 404 /-%VenUt 11 '. ­. . NLVINUN UL�iCRIPIIUN DAIS ENGR. CITY DATE 0 Prepared Under The Supervision Of Z/1 kfvers0e, CA 92506 SIP" FFSSI C_ SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT 'y (909) 369-0700 07/04 r" nIkA Ik4C:K1r1= WITHIN TIAIn YEARS D C t -%C7 THE DATE -rc: r%c APPROVAL:: m r% D. r—rx V^U�'' Aw %AAAVVVVYV~ SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, NO. C57 6 Fax (909) 369-4039 THE CITY ENGINEER MAY REQUIRE REVISIONS TO -THE PLANS TO Exp. M D IAI TWO WORKINGav e-mail: comwmk5Ope.net BEFORE DAYS BEFORE/ YOU DIGBRING THEM INTO CONFORMANCE WITH CONDITIONS AND YOU DIG STANDARDS IN EFFECT. G TOLL FREE 1-800-227-2600 CAL 000 00up A PUBL I C SERVICE BY UNDERGROUND SERVICE ALERT CWDG JOBNUMBER: NOTE: ALL I`-1OP SINKS It, FLOOR SINKS WILL BE MOUNTED BELOW THE FLOOR, WITH -THE TOP RIM FLUSH WITH THE FLOOR SURFACE. NOTED , ARCHITECTURE PLANDATE: - 02-205-2002 DRA*_ N%Z� . JAUK B ULIK PARK A-2 D ESIGNED/ BY: n rriASE 1 Date ///OZ/PZ CHECKED BY: APPROVED BY., DRAWING NO.: 23` 010320 3171 73, CIT Y ENGINEER R.C.E. 51152 DST r-: