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HomeMy WebLinkAbout5680REF-46, RADIUS EDGES 1/2 FINISH GRADE. (TURF SIDE) RFDAR, CONTINUOUS NATIVE SOIL 9`0% COMPACTED NOTE: MOW CURES: SHALL BE PLACED BETWEEN ALL GRASS AND PLANTER AREAS UNLESS OTHERWISE NOTED, CITY OF'F NTANA JIO* / C NGIt�iEER DATE CGNCCRE iE MOW CURB,. RlTY EN I SANDQYPL REVIEttiED BY: Trot Rneta�lt DATE OF LAST REVISION '#�_ _ kt STA FLAN NO, 504/. SHT 1 OF1 STD. 5044 DETAIL "All SIMILAR. PATTERN IS TO BE USED TC TC >'--- SSEE PLANS FOR MEDIAN WIDTH N01E. WHERE CURB ELCVATIONS O. VARY INSTALL. T DRAIN TO LOW CURB.. SEE DETAIL A 1" CONCRETE GAP BETWEEN ROCKS AND BACK OF CURB: ROCK HEIGHT Fl --1,5" INCH ABOVE TC 1" ;CONCRETE. GAP BETWEEN:. SET ROCK TO FULL DEPTH.. IN CONCRETE. BED WITH REQUIRED 1'--1.5"EXPOSURE ABOVE TC. WIRE BRUSH FINISH JOINTS BETWEEN ROCKS E" MIN, PEA GRAVEL CONCRETE-, =BED DETAIL A NOT TO SCALE.. AOR ILLUSTRATIVE PURPOSES ONLY �. ..: \SDlo MIN. COMPACTED. SUBGRADE OR BASE MATERIAL PER .PLANS AND SPECS.. 1 ROCK SIZES UNLESS OTHERWISE` SPECIFIED SHALL BE: COBBLESTONES: MAX. 12" TO MIN, G', NO MORE THAN 50'/c OF ANY ONE SIZE, 2 A SAMPLE AREA MIN. 10 SCI. FT, SHALL BE APPROVED BY THE CITY INSPECTOR PRIOR TO PROCEEDING WITH THE REMAINING ROCK WORK. 3. `ANAL RESTING POSITION OF ALL ROCKS SHALL BE APPROVED BY THE CITY INSPECTOR. 4. ROCKS SHALL BE SMOOTH, ROUNDED, FREE OF OBJECTIONABLE DISFIGURATIONS AND IRON CONTENT AS APPROVED BY THE CITY INSPECTOR 5 CONCRETE SHALL BE CLASS 520-C-2500,4 INCH SLUMP CONCRETE.. 6 WIRE BRUSH ALL JOINTS AFTER THE INSTALLATION OF THE ROCKS. AFTER CONCRETE HAS SET CLEAN THE RESIDUE FROM SURFACES OF`ROCK& i. NO JOINTS GREATER THAN 1" BETWEEN ROCKS WILL BE ACCEPTABLE. 4" FILLER ROCKS WILL BE ACCEPTED TO MAINTAIN THE 1" JOINT. 8. WHERE ROCK BORDERS TURF AREA, PLACE 1" CONCRETE EDGE BETWEEN BACK OF ROCK AND TURF, CITY OF FONTANA- No,4szITVENGINEER DATE TYP. ROCK TREATMENT RICARDO SANDOVAL REVIEWEDBY: Timothy RakAdt GI4;L �p OF CAL11p�� DATE OLAST REVISION: 1-28-00f STA. PIAN N0. ELI 045 5IIT 'V OF STD. 5045 DETAIL 11611 ELEVATIO BRACKET ATTACHMENT DETAIL NOTES: 1, PAINT W/ONE COAT EPDXY PRIMER & ONE COAT EXTERIOR ENAMEL, COLOR TO BE BLACK. 2. ALL MATERIAL TO BE PREGALVANIZED. 0 2" SQ. TUBULAR STEEL POST W/ CAP @ 8'-0" O.C. MAX. O2 3/4" ROUND PICKETS @ 4-kQ' O.C. 0 1-3/8" ROUND TUBULAR STEEL RAILS TOP & BOTTOM FINISH GRADE 8" X 24" DOMED CONCRETE FOOTING O6 CAULK JOINT W/CLEAR SILICON O FENCE RAIL SLIPS OVER POST ASSEMBLY O8 OUTSIDE DIAMETER SLIGHTLY LESS THAN INSIDE DIAMETER OF TOP OR BOTTOM RAIL. ©9 2" X 2" FENCE POST (OR BLOCK PORTION OF WALL/PILASTER COMPACTED SUBGRADE-PER SOILS REPORT'S RECOMMENDATIONS C 1 6' TUBULAR STEEL FENCE SCALE 1/2"= V-0" NOTE: GATE NEEDS TO HAVE KEYS TO PAD LOCK INSIDE AN�r 2 1 0 Q -PC -CRUZ -18 PRECISION CAP, COLOR TO BE INSTALLED QUICK ACCESS KNOX BOX TO ALLOW FIRE 3,, 10 1 NATURAL I" ACCESS 2 O2 16X8X16 SPLITFACE BLOCK, COLOR TO BE 10 TUBULAR STEEL FENCING PER DETAIL C/LI.8 1 SANDSTONE" 0 6" SQ. TUBULAR STEEL POST WITH CAP 3 Q FOOTING PER PROTO II SPECS 0 3/4" ROUND STEEL PICKETS @ 4" O.C. 40 COMPACTED SUBGRADE PER SOILS REPORT n 2" RD. STEEL FRAME 5 _ Q REBAR PER PROTO II SPECS 5 (3) GATE HINGES PER MANUFACTURER'S 4 !\/!\\/\\\ \\\/\\/j /j/\%/ /\ \ \ \ \ \ \ \ / / / / / / / // /�/ / / / / FINISHED GRADE RECOMMENDATIONS\/\ 2 O COMPACTED SUBGRADE PER SOILS REPORT WIDTH PER PLAN 5 O7 MAINTENANCE ACCESS PAVING PER CIVIL ENGINEER PILASTER O82X6 CONCRETE FOOTING SIZE AND REINFORCEMENT PER ^`. c " }� REDWOOD HEADER. INSTALL STAKES ATS O.C. b SECTION STRUCTURAL ENGINEER'S PLANS _O .. 4" MIN. g' CRUSHED ROCK 3. Q CONCRETE MOW CURB I j I i R LANDSCAPE FABRIC, NON-TOXIC WEED BARRIER C, N NOTES:. I - — - 10 QUICK ACCESS KNOX BOX PER COUNTY OF RIVERSIDE 9" € STANDARDS 8 3. .. ; 1. WALL GROUT COLOR SHALL MATCH MASONRY UNITS - © 1 KING LATCH WITH KEYPAD LOCK 0 LOC - 3 .. _ € WALL CAP GROUT TO MATCH CAPS _. 6„ { I � � � 2. .SPLIT -FACE SIDE TO BE ON ALL PUBLIC VIEW,(STREET SIDE) Q DROP PIN WITH SLEEVE "" I 3 NTRACTOSHALL PROVIDE SAMPLEOF MATERIAL TOyf; R.A. , Z _ ....... I € I ------------I. , .. OO WNER AND PRIORTOORDERING u_ PER PROTO II WIDE TUBULAR STEEL MAINTENANCE ACCESS GATE (MANUAL) SCALE 1/2"= r-0" E CRUSHED ROCK 1" = 1'-0" F 6'-6" HIGH SPLITFACE BLOCK PILASTER 1/2" = V-0" REFERENCE ONLY! CONSTRUCTION DETAILS