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Home My WebLink About2810-2C) / z I w 0 cc w I..0 Iz cn / w Lo0 0 0 LO c\j q EXIST. SAN BERNARDINO COUNTY CITY OF FONTANA = R/W 0 66' (FUTURE) z 3 121 55' 66' w 12' 43' 54' z V) 28' 1 /4"/FT. o 3 w VR - LOPE AIABLS E 50y. EXISTING p 56y. TO 3• PAVEMENT EXISTING CONDITION VARIES FROM35 EM( SIDEWALK TO NATIVE 5 16 EXIS1 REINL VI\VLV VVI11V1\L I ` I P1.II11V EXIST. 8" C&G TYP. SECTION VALLEY BLVD. R/W SOUTH 12' STA. 540+90 TO 542+50 STA. 545+85 TO 550+07.37 N.T.S. SEE SHEETS 3 8 5 ct EXIST. SAN BERNARDINO COUNTY CITY OF FONTANA = R/W 066' (FUTURE) z 3 100' 55 45' w 12' 43' 43' .w i z V) 28' t I 1 /4~/F w VARIABu0 SpPE 3 50yo 1 A EXISTING p.56% T PAVEMENT VAF?IASLE1._ 30� TO S2 OPE- EXISTING CONDITION iNowOq �� VARIES FROM SIDEWALK TO NATIVE fr- n35REMOVE EXIST. 8" C&G 5 16 EXISTING PCC REINFORCED CONCRETE PAVING tAIJ I INU UUNUI I IUN EXIST. 8" C&G VARIES FROM SIDEWALK TO NATIVE EXIST. R/W SOUTH 11 CITY OF FONTANA SAN BERNARDINO COUNTY R/W EXIST. R/W WEST EAST 18 29 66' VARIES 44' TO 68' 0.5' - 1 TOP OF - SLOPE CHAIN-LINK FENCE - 0.5 0.152m EAST OF TOP OF SLOPE INSTALLED BY GRADING CONTRACT, STA. 550+65.97 TO 552+04,27 N.T.S. SEE SHEET 5 CITY OF FONTANA SAN BERNARDINO COUNTY R/W WEST EXIST. R/W VARIES 66' TO 168' VARIES 69' TO 134' EAST I- [20.116m TO 51.206m] [21.031 m TO 40.843m] VARIABLE BW SEE X -SECTIONS 43' 13.106m PROPOSED CURB LINE 0.5' [0.152m] 6.0' [1.828m] REMOVE EXIST.0&G 1A OR AC BERM 26 BAR 12 2.599. TpO4E - 52 1 4 to 29 18 TYP. SECTION CITRUS AVE STA. 9+64.96 TO 12+95 [STA. 294.120 TO 394.7161 DIAL TOLL FREE N.T.S.. 1-8W-227-2600 SEE SHEET 9 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA F E SSIpNgI COUNTY OF SAN BERN) TRANSPORToQ�p ATIOW FLOOD CONTROL E % DESIGNED BY DRAWN BY CHECKED \ APPROVED BY: No -3 1 0 Exp. I 31 00 Jj Ctvit �� SUBMTTE BY C.D.E. '9lF Of C REcoN v ear ASST. DIRECTOR LAND DEVELOPMENt EN EER DATE DIRECTOR OF TRA 12' I _ VARIES 138' TO 47' 32' TYP. SECTION GlTRUS AVE STA. 12+95 TO 17+47.09 N.T.S. SEE SHEET 9 ,R/W WEST CITY OF FONTANA SAN BERNARDINO COUNTY (ULTIMATE) 66(ULTIMATE) R/W R/W EAST WEST 44' 44' 32' VARIES VARIES FO.5-'32.5' - 38' 0.5 .5 IN 6.5' 29 EXIST. 114o E SLOPE 1A DIRT 52VA D�o�2.03y -- 1 RIABLE S REMOVE EXIST. 49; TO LOPE C&G OR AC BERM 2.91 q, IN 1 A \\- PROTECT IN PLAC 4 EXIST. C & G 4 EXIST.R W / CITY OF FONTANA I.CITY OF FONTANA EXIST.R/W WEST 'T FecT EXIST. DIRT PROTECT IN PLACE EXIST. C & G -- ------- AMI - - - AL -AL - - -- In - IL IV TYP. SECTION CITRUS AVE STA. 1T+47.09 TO 19+12.37 N.T.S. SEE SHEET 9 STA 12+69.91 TO 16+50.06 N.T.S. SEE SHEET 7 q_ CIN OF FONTANA CIN OF FONTANA EXIST R/W RAW WEST EAST TYP. SECTION CATAWBA AVE STA. 17+47.71 TO 18+64.32 N.T.S. SEE SHEET 7 CITY OF FONTANA _ SAN BERNARDINO COUNTY CITY OF FONTANA CITY OF FONTANA EXIST.R/W R/W WEST 44' 32' VARIES 1 1.5' TO 5.5, 1VARIES VARIES EXIST. R/W EAST CITY OF FONTANA SAN BERNARDINO COUNTY R/W WEST EXIST.R/W EXIST.R/W /A MCC CC PA QT 30' 30' WEST EAST =XIST. PAVEMENT 'ROTECT IN PLACE 18 29 33 TYP. SECTION CITRUS AVE STA. 20+77,27 TO 23+07.00 RT.Sm SEE SHEET 10 30' I VARIES 30' - 33' VAR. 28.97'-29.36 VAR. 24' TO 21 w VARIES r VAR.VAR. i 2' � N 10' TO 22 14.73' 8.14 CL TO 16.44 TO 12.83' � r �VARiES I /__\2 .0 Tp 3.75�2.82ARpf3 4 18 18 1B 2 TYP. SECTION CATAWBA AVE TYP. SECTION CATAWBA AVE STA. 8+24.23 TO 11+71.66 STA. 20+78.47 TO 22+17 N.T.S. SEE SHEET 7 N.T.S. SEE SHEET S 4 4%a CONSTRUCTION NOTES AND QUANTITY ESTIMATES � CALTRAN3 PERMIT # 08- 00- W MG 0115 r%-rry n= =nKi-r e w e m e i WnG ,.-vim.. IF --- __ - 1 - Y ENGINEER R.C.E. 2_ ,` " . ►� LJd� IN: \LUUU \UUP \J 1 Mt I J \J I I LUL.UVVU r'LU I JI.HLIt- CITY STD N0. DESCRIPTION DWG. NO UNIT QUANTITY 1 A VALLEY BLVD. CONSTRUCT 0.6 0.1829m AC SF 214,020 OVER 0.5 [0.1524m] AB CITRUS AVE. SEE GENERAL NOTE 6 1 B CATAWBA AVE. CONSTRUCT 0.4' AC OVER 0.5' AB SF 47,870 SEE GENERAL NOTE 6 2 REMOVE EXISTING BOLLARDS EA 3 3 PAC BELL RISER BOX TO BE RELOCATED BY PAC BELL - EA. 1 4 CONSTRUCT 8" [203.2mm] CURB AND GUTTER 101 LF 3,515 5 CONSTRUCT 2' MIN. AC FEATHER TO FORM SMOOTH JOIN SF 3,090 6 CONSTRUCT 8" C&G TRANSITION TO TYPE E C&G - LF 10 (D- CONSTRUCT MODIFIED CURB RAMP PER APWA STD 111-2, SF 110 CASE B, TYPE 2, DETAIL D 8 CONSTRUCT RAMPED CURB RETURN PER CITY STD. 104A 104A SF 980 9 CONSTRUCT COMMERCIAL DRIVEWAY 8 IN. THICK (W=12') 102B SF 105 10 PROTECT IN PLACE SURVEY MONUMENTS, CONSTRUCT EA 2 MONUMENT WELL PER CALTRANS STD A74 11 CONSTRUCT 24" RCP 1750 D 83 12 REMOVE EXISTING AC DIKE LF 860 13 GRIND AND OVERLAY AC PAVEMENT AS NECESSARY SF 1,900 TO FORM SMOOTH JOIN 14 CONSTRUCT COMMERCIAL DRIVEWAY 8 IN. THICK PER MODIFIED CITY STD 102C (R=15') (W=26') 102C SF 240 15 NEW STREET LIGHT - TO BE INSTALLED BY SCE EA 16 16 SAWCUT EXIST. PAVEMENT LF 2,335 CONSTRUCT RAMPED CURB RETURN PER CITY STD 104A 17 SF 400 MODIFIED (Y=8.0') 18 REMOVE EXISTING CURB & GUTTER LF 2,325 19 EXISTING SIGNAL POLE TO BE REMOVED BY OTHERS PER TRAFFIC SIGNAL PLAN EA 5 20 SIGNAL STANDARD BY OTHERS PER TRAFFIC SIGNAL PLANS EA 17 21 REMOVE EXISTING TRAFFIC SIGN EA 2 22 EXISTING POWER POLE & OVERHEAD LINES EA 1 TO BE RELOCATED BY UTILITY COMPANY. 23 EXISTING TREES AND/OR BUSHES AND/OR EA 9 STUMPS TO BE REMOVED 24 REMOVE EXISTING DRIVEWAY SF 1,165 25 EXISTING DRIVEWAY TO BE REMOVED AND RECONSTRUCTED 102C SF 356 II 26 CONSTRUCT AC DIKE PER CALTRANS STD A87, TYPE A LF 400 27 RELOCATE EXISTING TRAFFIC SIGN EA. 4 28 LOCAL DEPRESSION TO BE CONSTRUCTED BY OTHERS EA 5 PER STORM DRAIN PLAN 29 REMOVE EXIST. PAVEMENT (SEE SOILS REPORT FOR SF 221,405 DEPTH OF EXIST. AC & CONCRETE 30 INSTALL 4" BOLLARDS PER DETAIL ON SHEET 6/20 EA 10 104 SF 1,305 CONSTRUCT CROSS GUTTER PER CITY STD 104, MODIFIED - 31 WIDTH = 10 FT WITH REBAR 0 12" O.C. BOTH WAYS If4 ON X -GUTTER PORTIO USING R = 34' { EA 2 3 REMOVE EXISTING ILLUMINATED SIGN AND ELECTRICAL SERVICE O-L-_!EMOVE EXISTING SIDEWALK SF 3,125 34 EXISTING WATER METER TO BE REMOVED BY SGVWD EA. 1 35 REMOVE EXIST. REINFORCED CONC. RD. (UNDER SF 49,600 EXIST. AC PAVEMENT 3 ADJUST MANHOLE COVER TO GRADE EA 18 37 ADJUST VALVE COVER TO GRADE 130 EA 15 3 EXISTING FIRE HYDRANT TO BE REMOVED BY SGVWD EA 2 39 EXIST. DRAINAGE STRUCTURE TO BE REMOVED BY OTHERS EA 2 PER STORM DRAIN PLAN @l`__FIRE HYDRANT TO BE INSTALLED BY SGVWD EA 4 (D -INSTALL ELECTRICAL CONDUIT, PULL ROPE, & STRUCTURES SEE SCE PLAN PER SCE PLAN 42 INSTALL TELEPHONE CONDUIT, PULL ROPE, & STRUCTURES PER SEE PAC BELL PLAN PAC BELL PLAN (i3_INSTALL SIGNAL CONDUIT, PULL ROPE & PULL BOXES PER TRAFFIC SIGNAL PLAN LF 2400 44 CONSTRUCT CB (W=10') 121 EA 2 45 EXTEND OR TRIM 24" RCP STORM DRAIN LATERAL TO JOIN CB EA 1 46 CONSTRUCT 24" BY 5' RCP STUB WITH EA 1 BRICK AND MORTAR PLUG 47 CONSTRUCT MANHOLE PER LACFCD STD NO. 2-D102 EA 1 48 INSTALL CABLE TV CONDUIT, PULL ROPE, & STRUCTURES PER COMCAST CABLE PLAN SEE COMCAST CABLE PLAN 49 INSTALL SLEEVE FOR FUTURE GAS SERVICE SEE SO. CAL GAS PLAN 50 RELOCATE EXISTING FENCE TO PROPOSED RIGHT OF WAY LF 40 51 CONSTRUCT PCC SIDEWALK PER SAN BERNARDINO CO. SF. 1,165 STD. 109 TYPE C 5 CONSTRUCT PCC SIDEWALK 4" [101.6mm] THICK ' 1 SF 17,864 53 SAWCUT AND REMOVE EXISTING BLOCK WALL WITHIN R/W LF 12 54 PARKWAY LANDSCAPING BY OTHERS SF 4,490 55 ADJUST LANDSCAPE & EXIST. IRRIGATION SYSTEM SF, 549 AS NECCESARY FOR IMPROVEMENTS 56 NOT USED _ _ 57 REMOVE AND REPLACE EXIST. CHAIN-LINK FENCE 9 LF 375 58 REMOVE EXIST. TRAFFIC SIGNAL PULL BOX EA. 2 59 CONSTRUCT 6" RETAINING CURB 101 LF 48 � CALTRAN3 PERMIT # 08- 00- W MG 0115 r%-rry n= =nKi-r e w e m e i WnG ,.-vim.. IF --- __ - 1 - Y ENGINEER R.C.E. 2_ ,` " . ►� LJd� IN: \LUUU \UUP \J 1 Mt I J \J I I LUL.UVVU r'LU I JI.HLIt-