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STREET 'DIAN ME. EX. PAVEMENT PROP. PROP. *42.5* 47.66 1 co SAft�Lff LINE in C) uj (6 ui 2_I%_2 C%4 0- �11 7X Q2 2% TRANSITION FROM RECTANGULAR SECTION :3 G! C) 13 2' GRIND & cc!ui m m 06W __j ul wj lr--i =T Lq "U&RLAY —cD TO 3O*x22w ELLIPTIC& CONNECTION. CD C4 + 0- ouf C.> J\ AC PVMT le' i C4 , 0, SIG 10 END OF CULVERT TO CONNECT TO CITY OF FONTANA + POLE ul SAWCUT LINE 5 UTIL BOX ExmnNG PAVEMENT c� w c� G DWY SI S -D2=30 DWY SM 3022 CONCRETE COLLAR, Dl CMP EDGE OF PVMT 8 R C& CUT UN\E 12 pl� 1 - MICAL KUM m CL AND SIERRA AVBUE (47.49 INV) 12 SIGN 12 0SAIN 1 12 1 0m EP PUBM STREET N.T.S. 10 SIGNAL e4 144 LOOKING N()RTH 10 8+10.61 TO 9+33.14 "--EXISTING 30'X22' CMP DETAIL 8 STA. 9 10 CURB & GUTTER cw ON NOTES: AREA=4.33 SF T/ EX & ILL MW p P SAWCLIT AND REMOVE EASTING PAVEMENT AS SHM. EX & HANDRAI 18 C ELEC. 12 > PROP 2 BGRADE VAUL CONSTRUCT 6.50 MIN A.C. OVER 12* MIN. OF 95% COMPACTED SU )0�; C-4 R/W 5 SIGN EX ROW 1 04 100, FINAL SECTION PER SOILS ENGINEER. 12 8 --4-1-- , 12 NOTE: _TRA�hC CONSTRUCT 8* CURB AND GUTTER PER CITY OF FONTANA STD. DETAIL 1000. 50 iHALF NING1 -SIGkAL PER 12 A& SANBAG KUW IGAS M RI rL SEPARATE PLAN 52' @ CONSTRUCT 4' THICK P.C.C. SIDEWALK PER CITY OF FONTMA STD. 13 c; 15' 25' DIETAIL JW6 MODIFIED AS SHOWN PER DIPICAL CROSS SECTION. cnl DL STREET + + CONSTRUCT CURB RETURN WITH ACCESS RAM .4- La EX. PAVEMENT PROP. PROP. 7 P PER CITY OF FONTANA SM. DETAIL 1003. 59 f -.Z q- Ee m *42.5' u 8 CONSTRUCT CITY STD 3004 CURB OPENING CATCH BASIN, W=14', V=2.15' . ccxr_ LINE 0- SIERRA AVENUE -1 8 t) e 3 ts C-) - 717777 4 4-- T f ==4 -4 t 4 Lo 2 CONSTRUCT 6' CROSS GUTTER PER CITY OF FONTANA SM DETAIL 403. C= 2- IX -2-4 2% PLAN *cc 00 C14 :3 p 12 9— a_ POW) 10 PROTECT IN PLACE AS NOTED. (L U +,=a _j + C-4 N C*4 fl- w -i T u, [2 co 9 + CD f-- U- iA- cb ?W) cq La EXISTING ELECTRICAL POLE AND APPURTENANCES TO BE REMOVED. (q tj n C14 cc Lo ORANGE WAY g CS C COCO : C:, cn C4 C4, 00 co co C4 Ln '4: rz 00 US n EMSTING PAVEMENT cy) 00 (n c> Go m 00 0) 00 04 cq �r- C3 + W) LO SEE SHEET 3 5 12 EXISTING ITEM TO BE: REWAM AS NOTED (UTILITIES BY OTHERS). + ocw + 4m � Lc) C) C4 C4 r- CLM 00* +0; 06 + C6 + 0;* 0) 9 ul) — — — .3 00 C.4 C4.4 C14 04 qFRRA AVFN"F — TYPIr.Al !;FCTI()N no Au co co ZIMMI LJWll, QM alF%r-Ll LF%7n i PUBLIC STREET N.T.S. LOOKING NORTH 14 CONSTRUCT BOX CULVERT PER DETAIL B. SHEET 2. STA. 7+91.75 TO 8+10.61 & __ 16 RAISE TO GRADE PROPOSED IMPROVEMENT AS NOTED. t @_ BENCHMARK: TOP OF FIRE HYDRANT AT SOUTHEAST CORNER OF SIERRA & CERES ELEV.= 1 244.00(PUBUSHED) BASIS OF BEARINGS: S 89*46'30" W ALONG THE CENTERLINE OF CERES AVE. AS SHOWN ON A MAP OF TRACT NO. 2754, MB 38/52-53 CONSTRUCT DRIVEWAY PER CITY OF FONTANA STD. DETAIL 1001. WIDTH PER PLAN. CONSTRUCT MODIFIED LOCAL DEPRESSION PER CITY OF FONTANA SID 3003, CASE B PER DETAIL A, SHEET 2. CONSTRUCT CALTRANS STD ES -7P TYPE 11 PEDESTRIAN BARRICADE IN THE LOCATION. ATTACH TO BARRICADE PER ES -7P STD A R -9-3k SIGN. INSTALL Rg-1 IA SIGN ON CITY SlD APPROVED POST. PREPARED BY: III MCHNOLOGY, 9M 54 Mr#Vgk CALJFKWGA MW DIAL TWO WORKING CONSULTING, INC. T. go.7am BEFORE DAYS BEFORE CIVIL ENGINEERING F. go -m -m YOU DIG YOU DIG LAND PLANNNG & SLIFIVEYING WWWJCVC-W_Mr TOLL FREE 1-800-227-2600 REVISED INTEI;MECTION A PUBLIC SERVICE BY UNDERGRGUND SERVICE ALERT REV. REVISION DESCRIP I DETAIL A LOCAL DEPRESSION DETAIL NTS SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE 6/09 PLANS TO BRING THEM INTO CONFORMANCE WITH TY DATE STANDARDS IN EFFECT. DATE ENGR. 33520 Exp. 6/30/2010 - Civit— LINE & CURVE DATA OR BEARING R L T 8T54'29 35' 54.92 34,94 NWO9'39*W - 141.39 - Prepomd UncW The Supervi" Of : DRAWN BY: DSK 0E%NED BY. DSK Date :'J_-04� CHECKED BY- NCENT W scARPAln O.E. 33520 vs SCALE: 1 20' 1== 0 10 20 40 CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN &E: SIERRA AVENUE SC AS SHOWN DATE: /FRE9—kPRQVNENTS 1/20/09 7+91,?5� TVtff+_k06 APP BY4 lefATCIZ 115�r DRAWING NO.: 2 ENGINEEf�_ 4782 5 on