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HomeMy WebLinkAbout3487-26' _ 4' 1,125: 2:1 MAX SECTION A -A CURB RAMP LEGEND a N.T.S. EX. RIGHT OF WAY EX. TOP OF CURB EX. EDGE OF GUTTER/CONC EX. EDGE OF PAVEMENT EX. BLOCK WALL EX. CHAIN LINK FENCE a, • - EX. IRON FENCE EX. ELECTRIC LINE EX. GAS LINE EX. CABLE TELEVISION LINE EX. WATER LINE EX. SEWER LINE EX. CABLE LINE EX. STORM DRAIN LINE EX. EP - TOP AND TOE OF SLOPE tit \` w 0 a w - J w 0 O + J L�. O C? V W O w N DETAIL "D" LOCAL DEPRESSION N.T.S. RW OEx.,ac DIKE (921.80 `\ 74' EPS X (3 ;37) FA; .•••••••• N -DA @8"WATER 13' 0/CL ��,c• 21 SEE DETAIL "D" HEREON JOIN EX. C&G 11+29.30 (9 1 RW 2.15 EP) EX.ACO DIKE N (920.71 FL) U r. X N W � U co 0 + .- 073 v) X: Wj F) 5) DETAIL "C" LOCAL DEPR -J LL 00 CV to U) co O r ION JOIN EX. C&G 11+08;45 (920.70 FL) HOUSE CL EX. C.B. 1 0 ST STA. 11+06.380 JOIN EX. C&G 10+95.86, 920.86 FL 10+89.86 921.13 F lipuur ANCHOR © e r7,11.13 , Are 11' \ 0:411.101" ..... ••• ••4.:••••1..•.•...• ECR•'•••' -'•'•'•o' .4 •-'EX:•.•.•: w :. *4,!.4":" 0+•40:434. 4,1001k4110 °I 4t. : .. • . .....{.....1.il . . • . .5e• . I . . ••••• •••••••. - s. t •.a..a a a i P. P..A»t.t ,..t AAAA ,• #1 I ._i •,_......,...,tea_ A . _AI �..�..� __.f.L._ ....- - f 14+ -- J O FW N PROP CURB PROP GUTTER PROP FLOWLINE EX. MANHOLE EX.FIRE HYDRANT EX. GAS VALVE EX. WATER VAVLE { EX. POWER POLE EX. TREE EX. STREET LAMP -X-- X - PROP. FENCE TC FL BW CL PP DIA. EX. A.C. FS FG GB CV PP FH RW HP SW EP TS PB RCP STA STL 0/CL CLF V// 18+50 W to of EX. /TREE -(3) 921,01 DWY.--ACL W=12' 01N/ IN FS 10+77,80 O ° ® 3.5' 920.94 FL DIRTASCII r ~ 920.82 !+•. Ili 920.99 : FL ; WOOSD 920.85 HOUSE /L. FLNEW"RIN #11292 irS7 w�+ N 444\ L�• STREET IMP OVEMENT CONSTRUCTION NOTES: 0) 0) Gs) 0) f0) 0) DETAIL "B" LOCAL DEPRESSION N.T.S. 0 w 0 J U 0 N 41` ,vcr TOP OF CURB FLOWLINE BACK OF WALK CENTER LINE POWER POLE _ DIAMETER EXISTING ASPHALT CONCRETE FINISHED SURFACE FINISHED GRADE GRADE BREAK GAS VALVE POWER POLE FIRE HYDRANT RIGHT OF WAY HIGHT POINT SIDEWALK EDGE OF PAVEMENT TRAFFIC SIGNAL POWER BOX REINFORCED CONCRETE PIPE STATION STREET LIGHT OFF CENTERLINE CHAIN LINK FENCE N9 ,-/-10.5%) (919.99) FS r FS y 18+50 _ _" (920.26ES. •. CL w REMOVE EXISTING P.C.C., A.C. CONSTRUCT 6 1/2 INCH A.C. COLD MILL 0.1' MIN. OF A.C. SEE DETAIL "A" ON SHEET 4. Lam- 60" RCP Atx SD 6‘q. • \ V \ (0..7%) • FS- • ...:•:f.02:0 76} ` • EX:: -1 (920:36.• -TC EX.t.ATERAL-"A" EX.30"RCP SD SEE DETAIL "E" HEREON 03. • oo cri tn (0.40%) 91:9:9; :FLS ‹,c-2 1 + 50 0.62%) MRIMCFS 920.87 FS (920.40 TC) AVENUE 904.85) 66" RCP SD INV. EX, CLEANOUT AND JUNGTION_STRUCTURE_ _.(f) PER CITY OF FONTANA DWG NO 1128 SHT 10. • cp 0- CNi STUCCO WALL/ 741. X. STOP TS PB SOUTH RIDGE SIGN \ SOUTH RIDGE SIGN , PAVEMENT, OR SOIL. OVER 4 INCH AGGREaTE BASE. PAVEMENT AND OVERLkY 0.1' MIN. OF A.C. PAVEMENT. REMOVE DECORATIVE CROSSWALK AND REPLACE IT VITH 6" STAMPED ASPHALT. TEMPORARY CONSTRUCTION EASEMENT. RW COVCAO7E CR.O.SX tOft to EDIEISSOI NI 4' WSTMUCCO sVAUJ:c -4 WALL MBkT4R 12",WATERO DIAL BEFORE YOU DIG TOLL FREE A PUBLIC SERVICE BY ) TWO WORKING DAYS BEFORE YOU DIG 1-800-227-2600 UNDERGROUND SERVICE ALERT REV. 30' 30' REVISION DESCRIPTION DATE ENGR. CI DATE 1[10165 C)) C)1 CI) 22-4+00 SAN BERNARDINO COUNTY BOUNDARY -LINE- - \ EX. MEDIAN ISLAND SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMEICE WITHIN TWO YEARS OF THE DATE OF APPROYAL SHOWN HEREON - AND CARRIED FORTH IN A DILRENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO (INFORMANCE WITH STANDARDS IN EFECT. oho to NI - DETAIL "E" LOCAL DEPRESSION N.T.S. • NO. C042866 EXP. 03-31-04 CIVI -J tomt ori Ln c9F)litoo PLANS PREPARED BY: 'RC ICI IN PLACE. REMOVE (TYPE AS SHOWN). .:EMOVE EXISTING P.C.C., A.C., PAVEMENT, OR SOIL. CONSTRUCT 6 1/2 INCH A.C. OVER 4 INCH AGGREGATE BASE. :ONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD. PLAN 1005A AND DETAIL 1 ON SHEET 4. CONSTRUCT 4 INCH THICK P.C.C. SIDEWALK PER CITY OF FONTANA STANDARD PLAN NO. 1015. CONSTRUCT CLF FENCE PER APWA STD. PLAN NO. 600-1. SEE STD. ON SHEET 4. CONSTRUCT STANDARD CURB RETURN RAMP PER CITY OF FONTANA STD. PLAN NO. 1006. CONSTRUCT STANDARD CURB RETURN RAMP PER SAN BERNADINO COUNTY STD. PLAN NO. 110A. SEE SHEET 4. ADJUST TO GRADE. (TYPE AS SHOWN). RELOCATE (TYPE AS SHOWN). RELOCATE (BY OTHERS). CONSTRUCT 8 CURB AND 18" GUTTER PER CITY OF FONTANA STANDARD PLAN NO. 1003. CONSTRUCT 8" CURB AND 18" GUTTER PER SAN BERNARDINO COUNTY STD. PLAN NO. 115. SEE STD. PLAN ON SHEET 4. CONSTRUCT 6" CURB AND 18" GUTTER PER CITY OF FONTANA STD. PLAN NO.1003. RELOCATE EXISTING POWER POLE. (BY SOUTHERN CALIFORNIA EDISON). REMOVE PORTION OF CONFLICTING FENCE. RELOCATE PER PLAN. SEE SIGNING AND STRIPING PLAN. REMOVE DECORATIVE CROSSWALK AND REPLACE IT WITH 6" STAMPED ASPHALT. CQLD MILL 0.1' MIN. OF A.C.- PAVEMENT AND OVERLAY 0.1' MIN. OF A.C. PAVEMENT. SEE DETAIL "A" ON SHEET 4. TRAFFIC SIGNALS. SEE TRAFFIC PLANS. CONSTRUCT 12" WIDE PARKWAY CULVERT PER SAN BERNARDINO COUNTY STD. PLAN NO. 211. SEE STD. PLAN ON SHEET 4. CONSTRUCT LOCAL DEPRESSION PER SAN BARNARDINO COUNTY STD. PLAN NO 203A AND 203B OR AS MODIFIED PER PLAN. SEE DETAILS ON SHEET 2 AND STD. PLAN ON SHEET 4. (1 FULL L.D. 0 STA. 21+09.86 ON JURUPA AVE. AND 2 PARTIAL L.D.'S 0 STA. 10+89.86 E/O BANANA AND STA.11+02.45 W/O BANANA AVE. FLOW LINE. DIRT SWALE. GRADE TO DRAIN. CONSTRUCT 4" PCC OVER 12 95% COMPACTED NATIVE. KMOVE 10' OF EXISTING MEDIAN ISLAND. FUTURE SIDEWALK, RAMP, CURB & GUTTER. REMOVE AND RECONSTRUCT 14' OF EXISTING ISLAND TO MATCH EXISTING. MOTE: REFER TO SHEET 3 FOR STORM DRAIN IMPROVEMENTS. EX. MEDIAN ISLAND. WILLDAN 13191 Crossroads Parkway North, Industry, CA 91746-3497 (562) 908-6200 UNDER THE SUPERVISION OF: 20 10 20 40 60 IMIETWITSKRIMIN WigNNINSFIRMSIOIM KECokb DK&W 046- Suite 405 Date : 11/20 KENNETH J. RUKAVINA R.C.E. 4:2866 CITY OF FONTANA, CALIFO JURUPA AVE. & BANANA AVE. DRAWN BY: DESIGNED BY: FL STREET IMP- VEMENT PLAN CHECKED BY: VED (BY: KJR CI Y ENGINEER R.C.E. 51152 DATE: SCALE: DATE: 01 /28/04 DRAWING NO.: 3487 JURUPA AVENUE AND BANANA AVENUE "cC IMPRO SEMEN TS , CURVE TABLE CURVE LENGTH RADIUS DELTA , TANGENT <-_-) ' 31.22' 20.00' 89'26'02" 19.80' g 75.94' 50.00' 87'01'35" 47.47' _ g 54.52' 35.00' 89'18'52" 34.56' _ g 55.50' 35.00' 90'51'28" 35.53' 40 60 IMIETWITSKRIMIN WigNNINSFIRMSIOIM KECokb DK&W 046- Suite 405 Date : 11/20 KENNETH J. RUKAVINA R.C.E. 4:2866 CITY OF FONTANA, CALIFO JURUPA AVE. & BANANA AVE. DRAWN BY: DESIGNED BY: FL STREET IMP- VEMENT PLAN CHECKED BY: VED (BY: KJR CI Y ENGINEER R.C.E. 51152 DATE: SCALE: DATE: 01 /28/04 DRAWING NO.: 3487 JURUPA AVENUE AND BANANA AVENUE "cC IMPRO SEMEN TS