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Home My WebLink About5486-2SIERRA AVE EX. R/W EX. R/W JOIN EX STRIPING- STRIPING REMOVAL STA 14+20.18 STA 15-1 EX. EPEX. EP . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CA 14+00 15+00 pli 6+00 7+00 0 (A 9+00 (A 10+00 11+00 8+00 ----------- 0) (7) 14 60' GAP 60' GAP I -,& . ....... . . -06 1 1 EX. R3-7 77 A) LLa 9 0` 14 150'OJ / J 11 R3-7& L10 �D150' Lo EX. R/W EX. R/W 18 DW4-2 R3-7 EX. SNS,R1-1 EX. S5-3 EX. R1-1,SNS &0MVAL LAM 660' TAPER 0 27:1 (WHITE EDGE LINE) 00 C) co EX. R/W 04 LAJ EX. R/W 'SIERRA AVE NO +101 - LO < R2-1(55), PARKING 16 C14 1- 16 A7\ V R 4 8 -1 QC A.)L. SIGN I- z \I-zl )ROP. EP :TT 0 15 15 1 ee - 0 15 1 + 15 11 T-- 04 CID cy) ---------- -A Roe -0_ jo- ------ C) - ----- 14 •F- 1L.4 L.4 . _ .,z ---------------- L4 -------- - --------- - -- ---- - -- - ---------------------- 0 cn 0 ....... ------ - -- - - --- - ---- - - ---------------------- ------------------------------------------------------------------------------ G SIGN @ L C Tt-0-4. z < 0. -0. 24+00 25+00 -t 26+00 23+00 ----- - ---------- Zi - ------- -------------------------- ------------------ -- ------- ---------- ---------- --------- ------------------- CA 01'" (A 0 00 0 I- V) ...... _a - --------- ----- - --- - -- - ----------------- - --------------- - -------- - ---- - - 77-T I - --------- - --- - -------- - ------- - - - --------- - --------- ------ ------------------------------------------ < - -------------------- T_ 0 z 660' TAPER 0 27.1 EXCHANGE CLUB LANE I SIERRA AVE CL STA 30+00.00 RIVERSIDE AVE CL STA 10+00.00 'W4-2 16 PROP.' SNS, EX. RW AC CURB W1-7, - ROP. OM1 -3 3 QR1-1, R11 -3P EX. EP 6 JOIN EX. STRIPING c 3 OM1 -3 -------- - ----------- - ------- ----- -- ------ ----- - -------- --------- --------------- ----------------- c c - - -- - --------------- ------ all FLARE ------------ ---- - - - -4 - - - - J .......... S 30 00 1+0 O 3 0 13 - - --------- ------------------ -------- ------- 1 ------�Y- - - -------- --------------- EX. RW 3 -2 3 35+00 34+00 my OF-' 79-�_� - 2 r ----------------- OIN EX. 7' 14 1 % PROP. EP Jim 61 STRIPING EX. R/W PROP. E. 9 EX. R/W STA 21+44.82 W3-3 R11-11, EX. EP EX. R/W OM1 -3 2 OM1 -3 OM11-3 QR3-7 EX. R/W END TAPERR1-3P LQW3-1 R1-1, INSTALL TWO W9-11 SIGNS APPROX. 1000' 431' TAPER ®27.5:1 2 11 5 R11 -3P IJ 1, AND ONE AT 600' NORTH OF RIVERSIDE AVE (WHITE LANE LINE) -nON NOTES 2 R1- PROP. SIGNING AND STRIPING CONSTRUCTION PROP. R/W R11-31? AC CURB REMOVE CONFLICTING STRIPING/ MARKING BY SANDBLASTING. PROP. SIGNING AND STRIPING GENERAL NOTES 0 JOIN EX STRIPING AC CURB 10 1. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA DEPARTMENT OF O REMOVE AND SALVAGE EXISTING SIGN AND POST TO THE CITY YARD INA STA 11+69.31 C.8 ENGINEERING PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REUSABLE CONDITION. REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC VL RIGHT-OF-WAY WITH IN THE CITY LIMITS. CALL (909) 350-7610. O3 INSTALL NEW ROADSIDE SIGN ON POST PER CITY STD. DWG. 4003. PROP. EP'A 2. ALL WORK, MATERIALS, EQUIPMENT AND TEMPORARY TRAFFIC CONTROL SHALL CONFORM TOAPPLY WHITE 12" SOLID CROSSWALK AND LIMIT LINE PER CALTRANS 7 9 SIERRA AVE CL STA 30+00.00 THESE PLANS, THE CITY OF FONTANA STANDARD SPECIFICATIONS, THE STANDARD PLANS AND <D STD. PLAN A24E. R EX. EP RIVERSIDE AVE CL STA 10+00.00 SPECIFICATIONS OF THE STATE OF CALIFORNIA, DATED 2010, AND THE CALIFORNIA MANUAL OF Aj A VL SIERRA UNIFORM TRAFFIC CONTROL DEVICES, DATED 2014. APPLY 4" DOUBLE YELLOW CENTERLINE PER CALTRANS STD. PLAN A20A, DETAIL 22. �� I , I . err pr o # A 10 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN TEMPORARY TRAFFIC A APPLY WHITE TYPE VI ARROW PER CALTRANS STD. PLAN A24A. CONTROL AT ALL TIMES. CL 4. ALL SIGNS SHALL BE INSTALLED PER CITY STANDARD DETAIL 4003. UNLESS OTHERWISE SHOWN O APPLY 8'0 WHITE CHANNELIZING LINE PER CALTRANS STD. PLAN A20D, 11 083 Qr ST,q ON THE PLANS. DETAIL 38. AQ IGOOx 25268 5. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC UNLESS OTHERWISE APPLY 120 WHITE DIAGONAL STRIPES 10' C -C. EX. R/W .`V .9 NOTED. APPLY 4* WHITE LANE LINE PER CALTRANS STD. PLAN A20A, DETAIL 12. PROP. EP 6. SUBSTITUTE TYPE mCw RAISED PAVEMENT MARKERS FOR TYPE wGW MARKERS ON DETAIL 38 tri S�q STRIPING ON ROADWAYS WITH RAISED MEDIANS. 10 APPLY WHITE TYPE IV ARROW PER CALTRANS STD. PLAN A24A. 7. STRIPING AND PAVEMENT MARKINGS TO BE REMOVED SHALL BE REMOVED BY SANDBLASTING. APPLY WHITE RIGHT EDGELINES PER CALTRANS STD. PLAN A20B, DETAIL EX. R/W 11 27B. 8. CONTROL POINTS OR *CAT TRACKING* SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO APPLICATION OF PAVEMENT STRIPING AND LEGENDS. NOTIFY THE CITY AT LEAST TWO DAYS APPLY 4m DASHED WHITE LANE LINE EXTENSION THROUGH INTERSECTION EX. EP PRIOR FOR APPROVAL OF *CAT TRACKING.- 9PER CALTRANS STD. PLAN A20D, DETAIL 41. IX A q 9. BLUE RAISED PAVEMENT MARKERS SHALL BE INSTALLED AT ALL FIRE HYDRANT LOCATIONS PER 13 APPLY 12m WHITE CHEVRON MARKINGS 0 15" C -C/ , r / rL�t�� ' , 00 CITY STANDARD PLANS. RIVERSIDE Of CL if 10. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, 14 APPLY WHITE SOLID LANE LINE PER DETAIL w1m HEREON. 3 WHO SHALL PROVIDE -RECORD DRAWINGS AND ELECTRONIC AUTOCAD FILES TO THE CITY R611-119(tA)/ BF/q �3 ENGINEER. 15 INSTALL TYPE F DELINEATORS. A -0 RELOCATE EXISTING ROADSIDE SIGN AND POST. IN. RIVERSIDE AVE STRIPING CURVE DETAIL LEGEND: NTS 7410 North 17 WHITE "SIGNAL" PAVEMENT WORD MARKING PER CALTRANS STD. PLAN A24D. REMOVE EXISTING PROPOSED ON Y. SIGN LEGEND: 5 APPLY 12" WHITE DIAGONAL STRIPES 50' C -C. 0 40 80 41". 50' TYPE IV (L or R) PAVEMENT ARROW EX. R/W 1 TYPE G SCALE 1*=40' 0 Fd%ff RIGHT LANE ROADSIDE SIGN 0 LME MUST 3 W3 3 EX. EP CITY OF RIALTO DEPARTMENT OF PUBLIC WORKS 0 EIIIMIONLY ONLY V . (TYP.) DIRECTION OF TRAVEL APPROVED BY: 6 TM FIGHT 4w WHITE STRIPE --------- TRAFFIC STRIPE OR MARKING W3-3 W4-2 W9_1 OM1 -3 W11-7 R61-19(CA) R3-7 7 DETAIL "1" 1010/-17 ROBERT EISENBEISZ, PUBLIC WORKS DIRECTOR/CITY ENGINEER, RICE 54931 DATE UNDERGRQUND SERVICE ALERT (USA) REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED Pre I pared Under The Supervision Of . I pfflEs /04,x! KOA CORPORATION CITY OF FONTANA, CALIFORNIA ITS THE LAW! IMPROVEMENTS NOT COMMENCE WITHIN TWO X4 G PLANNING & ENGINEERING DIAL BEFORE # YEARS OF THE DATE OF APPROVAL SHOWN HEREON 3190 C. Shelby Street SIGNING AND STRIPING PLAN DRAWN BY: SCALE: YOU DIG! Ontario, California 91764 SIERRA AVENUE AND CARRIED FORTH IN A DILIGENT MANNER, THE No. 75793 Tel: (909) 890-9693 Fax: (909) 890-9694 AND As Noted CALL AT LEAST 4 CITY ENGINEER MAY REQUIRE REVISIONS TO THE 41 EXP. 6/30/18 BENCH MARK: FONTANA BM#8-17 ELEV 1428.609 RIALTO BM 042-88 ELEV 1924.262 DESIGNED BY: DATE: 11P avL RIVER54DE AVENUE TWO WORKING DAYS Know. whaft below. PLANS TO BRING THEM INTO CONFORMANCE WITH .4 DESCRIPTION: CITY OF FONTANA BM #8-17: BRASS CAP IN CONCRETE BASE OF SOUTH LEG OF AN BEFORE YOU DIG Call before you dig. OF CA SCE TOWER, 343' NORTH OF HIGHLAND AVE AND 0.2 MILES WEST OF SAN SEVAINE ROAD. CHECKED BY: APPeVED,DRAWING NO.: 2 STANDARDS IN EFFECT. CITY OF RIALTO BM #042-88 :BRASS DISK IN TOP OF SOUTHERLY CURB RIVERSIDE AVENUE 0.25 ;E'111111�-�, .......... .................. DATE:1/4/11 All DATE: q- _Z 5486 IANR.C.57 2 MILES SOUTHEAST OF SIERRA AVENUE. R.C.E. 75793 1 AN4�' r. 1152