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Home My WebLink About4165-2WLY R/W STREET L 80' 0.51 5 f 1 EX. GROUND I 127o 40' 40 STY R/W I 5 0. 5' 0.53 — 1 2 1 2 CL FS ELEV 2.5% 2% All -------- ------ ------ ---------- ------ 1 5 STA 40+79-59 TO STA 42+37.08 1 3 L(PKA& SE9jT_I0N___ FQR ROSE QOURT NTS W'LY R/W STREET ETY R/W VARIES 118' TO 132' 66 VARIES 52' TO 66# 10 14) 7_1 i.." 12' 41 VARIES 7# TO 21 05, 0.5,- 5t _TC ELEV LAW\ g 0 A: VARIES 5' TO 6.5# PER P +0.07' _TC ELEV T_ \,\C� PER DWG_`�j 2% NO 3154 TC ELEV A PER DWG _j 71 FS ELEV NO 3154 2% HE EEEE -------------- --- ----------- nt ------- ---------- L---------- _j 1 4 5" AC 8" CRUSHED AGGREGATE BASE STA 26+40.11 TO STA 30+28.61 PROPOSED IMPROVEMENTS PER DRAWING 3154 TYPICAL --SECTION FOR PROPOSED CHERRY AVE R/W SECTION A -A NTS rORE EXISTING: OLL GATE AND/OR TRACK ENCE NY NTS *USE 3' MINIMUM FOR 8' PARKWAY SLOPE GRADING: I DRIVEWAY 1 % M IN., 10% MAX. WALKWAY 1 % MIN., 8.33% MAX. LAWN AREA 5:1 PLANT AREA 5:1 RESTORE EXISTING: — ROLL GATE AND/OR TRACK — FENCE IF ANY R/W 4 X 4.' V a w �i . . , t"o 4" < ", Y A< 4 Aq 41 N11 5: 4f W= 10' 4 MIN. A QE?IVQM DMIL NTS 8'-0" MAX. -5 o.c.a. -0- Typ. SIDE VIEW 12"_ 1 Typ.—] 1 12 ))- I ELEVATION TYP-.—] WROUGHT IRON FENCE DETAIL- CONST.!UCTION NOTES: <�> EXISTING TOP & BOTTOM RAIL I> EXI'STING CORNER POSTS <�> EXIS'TING MID POST <�> MATCH EXISTING <�> CONCRETE FOOTING <�> 3/8 * x 2- STEEL BOLTS WELDED TO ALL POSTS <�> CONCRETE SLAB OR SIDEWALK NOTES: A. ALL JOINTS & JOINS SHALL BE CONTINUOUSLY WELDED— GRIND ALL WELDS SMOOTH. ALL WELDS AND ABRASIONS SHALL BE METALIZED PER SEC. 210-3.5.2. B. ALL TUBULAR STEEL FENCING, GATE, COMPONENTS, AND PAINT SHALL MATCH EXISTING FENCE, C. THE INTENT OF THIS DRAWING IS TO SHOW DESIGN CONCEPT ONLY. CONTRACTOR IS TO PROVIDE SHOP DRAWINGS TO ENGINEER FOR APPROVAL, D. FENCE RAILS SHALL BE INSTALLED PARALLEL TO FINISHED GRADE— POSTS SHALL BE PLUMBED VERTICAL. E. GATE AND FENCE HEIGHTS, INCLUDING ALIGNMENT SHALL MATCH EXISTING FENCE. CONSTRUCTION NOTES (D REMOVE EXISTING PCC, AC, PAVEMENT, OR SOIL. CONSTRUCT 5—INCH THICK AC OVER 8—INCH THICK CRUSHED AGGREGATE BASE. CONSTRUCT 8—INCH CURB AND GUTTER PER CITY OF FONTANA STD PLAN NO. 1000. CONSTRUCT 8—INCH CURB ONLY PER CITY OF FONTANA STD PLAN NO, 1000. 5 CONSTRUCT 4—INCH THICK PCC SIDEWALK PER CITY OF FONTANA STD PLAN NO. 1006. CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD PLAN NO, 1002 (RADIAL). W PER PLAN. DCONSTRUCT 6—INCH THICK PCC OVER COMPACTED NATIVE BEHIND 9 WALK OR DRIVEWAY. B PER PLAN. LEGEND EX, -N/W AC ASPHAV CONCRETE EX, DRIVEWAY/RAMP APWA AMERICAN PUBLIC WORKS ASSOCIATION EX. TOP OF CURB Bc BEGIN CURVE EX. EDGE OF GUTTER/CONC BCR BEGIN CURB RETURN EX, EDGE OF PAVEMENT BM BENCHMARK EX. TO E BT BOTTOM EX. BLOCK.WALL BW BACK OF WALK EX. CHAIN LINK FENCE C&G CURB AND GUTTER EX.' IRON *ENCE CB CATCH BASIN EX, CABLE: (OVERHEAD) CL CENTER LINE EX. ELECTRIC LINE CLF CHAIN LINK FENCE EX. ELECTRIC LINE (OVERHEAD) CF CURB FACE EX. GAS LINE CSPA CORRUGATED STEEL PIPE ARCH EX.. TECEPHONE CSP CORRUGATED STEEL PIPE Ek. WATER LINE CY CUBIC YARDS EX. SEWER LINE DIA DIAMETER TOP"W SLOPE DU DUCT TOE OF SLOPE DWY DWY PROP EDGE OF PAVEMENT E EAST PROPCURB E/0. EAST OF' PROP GUTTER' EA EACH PROP BERM/DIKE Ec END CURVE —X— X X PROP CHAIN LINK FENCE ECR END CURB RETURN PROP IRON FENCE EG EDGE OF GUT -TER PROP FLGWUNE EL ELEVATION PROP R/W, EOC EDGE OF CONCRETE (PCC) EX, MANHOLE- EOP,EP EDGE OF PAVEMENT EX.FIRE HYDRANT EXST EXISTING EX. GAS VALVE FG FINISH GRADE EX, WATER VAVLE FH FIRE HYDRANT EX., POWER POLE FL, FLOW LINE EX. TREE/SHRUB FS FINISH SURFACE EX, 'STREET LAMP GB GRADE BREAK PROPOSED STREET LIGHT HP HIGH POINT ON 30' MARBLELITE POLE INCL INCLUDING AND 8' MAST ARM. LUMEN HPSV; INV INVERT �22,000 00 WATT; #20) IRR IRRIGATION is JUNCTION STRUCTURE L LENGTH PROP. AC ;(PLANS) LC LENGTH ON CURVE PROP. PCC DWY LF LINEAR FOOT PROP, PCC SIDEWALK OR RAMP LP LOW POI NT PROP, AC !(SECTIONS) MAX MAXIMUM P�ROP,' COMPACTED NATIVE OR BASE � (SECTIONS) MB MAILBOX EX, GROUND ME MATCH EXISTING MIN MINIMUM N' NORTH N/0 NORTH -OF NTS NOTTO SCALE OH OVERHEAD PCC PORTLAND CEMENT CONCRETE PL PROPERTY LINE Pp POWER POLE PROP PROPOSED PVMlT PAVEMENT R/W RIGHT OF WAY ROE RIGHT OF ENTRY RP RADIAL POINT S SOUTH S/O SOUTH OF SD STORM DRAIN SF SQUARE FEET ST STREET STD STANDARD SW SIDEWALK TC TOP OF CURB TG TOROF GRATE TS TRAFFIC SIGNAL TYP TYPICAL - W WEST W/o WEST OF WF WOOD FENCE WM WATER METER WV WATER VALVE M 11