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HomeMy WebLinkAbout5044-2020 s i777F— Al: ,. 284 285 15' CURBI 15' CUR TRANSTION ( TRANSTION rn N 0 LO U � T __ _ oo Ar, ,.., _.. q C14 �t ncn °. _ .... cpo �w3 + CnicL-0 + + II CO P N� Id- N� N°� 0 to V,p ,, , . . (n U .. µ.... ..... . A. R/W w }} - 1 � GRAPHIC SCALE 10 20 40 ( IN FEET ) 1 inch = 20 ft. 80 x ¢ _ 00 ;r•; N I oC oUj� oii ofCL 0_ TOP OF WALL ELEV. 1413.80 f MATCH EXST REINSTALL EXST WROUGHT IRON FENCE ON TOP OF WALL SOLID GROUT ALL CELLS #4 ® 16" O.C. -8"X8"X16" CMU 3 #4 HORIZ. EXST SURFACE CONC FTG Y . ., .. r� SEET � & CITY EXST EP TR BOUNDARY LINE A2 � /_ 7 'v, _/ - 61, - S-. ' .,e 286 BASELINE AVENUE 87 } CITY OF RIALTO F F NTANA 15' CURB 15`DCURB ITY 0 0 TRANSTION TRANSTION � (61 I SEE SHEET 11 6 POLE + ----° EOR --STREET IMPROVEMENTS—- _ >_ s 2–#4 1'-4" 6" 2'-6" TYPICAL CMU WALL SECTION SCALE: 1"=2' wv wv } 288 _ . wv GENERAL NOTES FOR CMU WALL 1. CONCRETE BLOCK SHALL BE SPLIT FACE (COLOR: TAN TO MATCH EXISTING WALL) 8X8X16, HOLLOW UNITS. CONFORM TO A.S.T.M. C-90, GRADE -N-1- MEDIUM WEIGHT UNITS WITH MAX. LINEAR SHRINKAGE OF 0.067. 2. GROUT MIX SHALL BE COMPOSED OF ONE PART PORTLAND CEMENT TO NOT MORE THAN THREE PARTS SAND AND NOT MORE THAN TWO PARTS PEA GRAVEL WITH "GROUT -AID" ADDED FOR HIGH LIFT GROUTING ONLY. SPECIAL INSPECTIONS SHALL BE REQUIRED FOR HIGH LIFT GROUTING. MINIMUM GROUT STRENGTH SHALL BE 2000 PSI IN 28 DAYS. 3. ALL REINFORCING SHALL HAVE A MINIMUM COVERAGE OF 1/2" GROUT. 4. ALL MASONRY SHALL BE REINFORCED GROUTED MASONRY. GROUT ONLY CELLS CONTAINING REINFORCING, UNLESS NOTED OTHERWISE. 5. REINFORCING SHALL BE SECURELY HELD AND BRACED IN PLACE TO PREVENT MOVEMENT WHILE PLACING MASONRY. 6. ALL CEMENT SHALL CONFORM TO A.S.T.M. C-150, TYPE I OR II, LOW ALKALI 7. FINE AND COARSE AGGREGATE SHALL CONFORM TO A.S.T.M. C-33 FOR STANDARD WEIGHT CONCRETE. 8. ALL AGGREGATE SHALL BE COMPARABLE TO "SAN GABRIEL VALLEY" AGGREGATE. THE SHRINKAGE SHALL BE AS PER A.S.T.M. C-33 WITH THE AVERAGE DRYING SHRINKAGE AT 28–DAYS OF DRYING NOT EXCEEDING 0.047.. 9. ALL CONCRETE SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28–DAYS, UNLESS NOTED OTHERWISE. THE WATER TO CEMENT RATIO SHALL NOT EXCEED 6 1/2–GAL. PER SACK OF CEMENT. MINIMUM OF 5 SACKS OF CEMENT PER CUBIC YARD. MAX. SLUMP = 4" 10. MORTAR SHALL BE TYPE "S" AS DEFINED IN TABLE 21–A, 2001 CALIFORNIA BUILDING CODE. 1800 PSI IN 28 DAYS 11. MINIMUM SPECIFIED STRENGTH OF THE MASONRY ASSEMBLAGE "fm" SHALL BE 1500 PSI. 12. ALL FOOTINGS TO BE POURED ON UNDISTURBED NATURAL GROUND OR ON COMPACTED FILL WITH A MINIMUM DENSITY OF 959 RELATIVE COMPACTION. 13. PROVIDE VERTICAL EXPANSION JOINTS SPACED BETWEEN 60' AND 80' APART. 14. GROUT LIFT IS NOT TO EXCEED 4' UNLESS CLEANOUT HOLES ARE PROVIDED IN BOTTOM BLOCK AND CELLS ARE CLEANED AND INSPECTED. WHEN GROUTING IS PERFORMED IN MORE THAN ONE LIFT, STOP THE INTERMEDIATE GROUT LIFT 1-1/2 INCHES BELOW THE TOP OF THE BLOCK IN ORDER TO PROVIDE A KEY FOR THE NEXT LIFT. DISPOSITION NOTES ❑1 PROTECT IN PLACE — — — 02 REMOVE AND DISPOSE - R Q ADJUST TO GRADE © TO BE RELOCATED BY OTHERS ._ _.... I M _g �- r_ �; _ - Ov ra, °> ......._..... ...._..... .. ...._._.....,. __.,..aim__- _ . _... —s s WV e 5 ;. 2 2 ST EP _ _ ¢ .ur. _ _..... .-; m __. _ . .._. 46 ; L. wV XL _ 00 00 wV wv N N N 10 POLE 6 `° PROP C&G R/W PROP SW ¢ n ¢— — ¢II au I TRS. �.. d a E -a - 4': -�' 6•- - A. Aco 1� `17 PROP R/W° d - ❑1 EXST CMU WALL-/ .44 MATCH EXST 3 - U A a ,, _ _ --�� 4. ` v cn 2 —WV tD55 J N 5 POLE 6 J 3 J LTCH EXST :. , ... - . - ... Q � � ,__ I 3 00 A 3N v I z :.. PROP R/W W LU Lo w 3v 3 WA 1 UNw �_ +F' 1� 1 Z ¢ SCO N Al CONCRETE DWY & RAMP 1 8" THICK 520 C 2500 CONCRETE) O REV. REVISION DESCRIPTION " 2 5,xjD"Q TOLL FREE A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT E 0- 0 J r` W L 0 a� V- M U0 & RAMP wNp 3- UNW z m� W o 1ppp�A2 CONCRETE DWY ¢ (8" THICK 520–C-2500 CONCRETE) o w U) DATE ENGR. CITY DATE Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT FESS/ ea oNq u vF Bureau Veritas North COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL 31EB '�'y Fy �b 9 m w America, Inc. BASELINE AVENUE IMPROVEMENTS SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, `� No. 37 7 1565 MacArthur Blvd Costa Mesa, CA 92626 DRAWN BY: R.B. DRIVEWAY AND WALL SCALE: AS SHOWN THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO o �. 6/30/10 .�"� 7828 Tel. (714) 431-4100 DESIGNED BY: MODIFIC / DETAILS DATE: 12-08-09 } Fax: (714) 825-1669 A.A.F. BRING THEM INTO CONFORMANCE WITH CONDITIONS AND s}CIV1V-� �Q' ' www.us.bureauvcritas.com CHECKED BY: P d VED BY: �/ DRAWING NO.: 20 OF CA1.\ M.R. 20 STANDARDS IN EFFECT. MOHAMMED ROWTHErr R.C.E. 37127 Date CITY ENGINEER R.C.E. 51152 DATE: E 0- 0 J r` W L 0 a� V- M U0