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HomeMy WebLinkAbout4402-1CITY OF FONTANA SIGNING AND STRIPING PLAN INTERIM LYTLE CREEK NORTH ROAD O a HAWKER CRA WFORD CHANNEL APN 0226-072-37 EXIST SBCFCO R/W in; APN 0226-072-25- _ --_ cosuaw mom MOM mm mm EMMA mom 0000 m� solo \ \ \\ APN 226-072-031\ � ♦ \� � � @mom � mom MEMO T mono woo '76 \ APN 226- !'—� \ i �-�� ` momMEMO \ 0 72- 32ppQw •-- '- soon s,Now mono GENERAL NOTES 1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO THESE PLANS, THE STANDARD SPECIFICATIONS FOR THE CITY OF FONTANA, THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS DATED SEPTEMBER 2006. 2. PAVEMENT MARKINGS SHALL CONFORM TO THE CITY OF FONTANA STANDARD STENCILS. 3. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERVOPLASTIC PER SPECIAL PROVISIONS. 4. TRAFFIC SIGN SIZE SHALL BE FOR CONVENTIONAL ROADWAYS UNLESS OTHERWISE SHOWN ON THE PLANS. 5. ALL SIGNS SHALL BE MOUNTED ON A GALVANIZED STEEL POST, UNLESS OTHERWISE SHOWN PER CITY STANDARD DETAIL NO. 4003. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. 7. CONTROL POINTS OR "CAT -TRACKING" TO BE APPROVED BY THE CITY TRAFFIC ENGINEER TWO WORKING DAYS PRIOR TO PAVEMENT STRIPING APPLICATION. 8. CROSSWALKS SHALL HAVE 10' BETWEEN CENTERLINES OF 12" STRIPES PER CITY STANDARD DETAIL 1003. 9. ALL CONFLICTING STRIPING, MARKINGS TO BE REMOVED BY METHOD AS DESCRIBED IN SPECIAL PROVISIONS, SECTION E. 10. SUBSTITUTE TYPE "C" RAISED PAVEMENT MARKERS FOR TYPE "G" MARKERS ON DETAIL 38 ON HIGHWAYS WITH RAISED MEDIANS. 11. BLUE DOT MARKERS (BLUE R.R.P.M.) ARE TO BE INSTALLED AT ALL FIRE HYDRANT LOCATIONS PER CITY STANDARD PLAN. DIG �L E ► T TOLL FREE -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT INDEX MAP _,so PROPOSED SIGN LEGEND LYTL[ CREEK ROAD 4800 DUNCAN CA Nyo NROAD 15500 STREET NAME SIGNS REV. REVISION DESCRIPTION DATE ENGR. CITY DATE Q REVISED LYTLE CREEK ROAD ALIGNMENT AND STRIPING, REVISED 06/12 DN NC 06/12 APPLY THERMOPLASTIC "STOP" PAVEMENT MARKING ------------------------------------ CONSTRUCTION NOTES. EA 4O NOT USED O5 APPLY THERMOPLASTIC 'STOP AHEAD" PAVEMENT MARKING -------------------------------- 1 EA Q O6 NOT USED O7 FURNISH &INSTALL W3-1 PER CITY STD. DETAIL 4003 ---------------------------------- 1 EA 8O FURNISH &INSTALL W7-4 (RIGHT) PER CIN STD. DETAIL 4003 ---------------------------- 2 EA O9 FURNISH &INSTALL R1-1 WITH STREET NAME SIGNS PER CITY STD. DETAIL 4003 ----------------- 1 EA 10 FURNISH &INSTALL W7-8 (LEFT) AT 50 FT. INTERVALS PER CITY STD. DETAIL 4003 --------------- 4 EA 11 FURNISH &INSTALL W7 -2a (25) (LEFT) PER CITY STD. DETAIL 4003 ------------------------ 1 EA 12 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 PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. SEAL—ENGINEER fo ?,of ESSlo ����,PCAs�I�� 0 C z to r" wrri N8. 78044 EXP. 09/30/13 97F OF CA1 O SITE LOCATION COYOTE CANYON ROAD ROADRUNNER ROAD A ENUE DUNCAN CANYON ROAD SUMMIT DUNCAN CANYON AVENUE ROADI ►nan►irr MAP N.T.S REGISTERED ENGINEER R.C.E. 78044 DATE CONSTRUCTION NOTES AND ESTIMATES OF OUANTUES O1 APPLY THERMOPLASTIC LIMIT LINE ------------------------------------------------ 22 LF O2 APPLY THERMOPLASTIC 4" WHITE EDGELINE (DETAIL 278) --------------------------------- 5,452 LF O3 APPLY THERMOPLASTIC "STOP" PAVEMENT MARKING ------------------------------------ 2 EA 4O NOT USED O5 APPLY THERMOPLASTIC 'STOP AHEAD" PAVEMENT MARKING -------------------------------- 1 EA Q O6 NOT USED O7 FURNISH &INSTALL W3-1 PER CITY STD. DETAIL 4003 ---------------------------------- 1 EA 8O FURNISH &INSTALL W7-4 (RIGHT) PER CIN STD. DETAIL 4003 ---------------------------- 2 EA O9 FURNISH &INSTALL R1-1 WITH STREET NAME SIGNS PER CITY STD. DETAIL 4003 ----------------- 1 EA 10 FURNISH &INSTALL W7-8 (LEFT) AT 50 FT. INTERVALS PER CITY STD. DETAIL 4003 --------------- 4 EA 11 FURNISH &INSTALL W7 -2a (25) (LEFT) PER CITY STD. DETAIL 4003 ------------------------ 1 EA 12 FURNISH &INSTALL W1-5 PER CITY STD. DETAIL 4003---------------------------------- 1 EA 13 FURNISH AND INSTALL W1-5 AND W7 -3A (2 MILES) PER CITY STD. DETAIL 4003 ----------------- 1 EA 14 NOT USED 15 PAINT 4" DOUBLE -DOUBLE YELLOW LINE (DETAIL 29) ----------------------------------- 3,642 LF 16 NOT USED 17 APPLY TWO-WAY LEFT TURN LANE (DETAIL 32) --------------------------------------- 970 LF 19 NOT USED 20 APPLY THERMOPLASTIC TYPE IV (L) ARROW ------------------------------------------ 2 EA. 21 NOT USED 22 NOT USED o Q?OF ESS/pN9 4� - His l F� W `'' NO. 42280 EXP. 03/31 /10 s� CN II.. 97F OF CAY�� AE 11CASC CITY OF FONTANA, CALIFORNIA C O N S U L T I N G SIGNING AND STRIPING PLAN DRAWN BY: 937 SOUTH VIA LATA, SUITE 500 GS INTERIM LYTLE CREEK NORTH ROAD COLTON, CA 92324 DESIGNED BY: TITLE SHEET/INDEX SHEET PH. (909) 783-0101; FAX (909) 783-0108 OS/AE PREPARED BY. STEVE J. HOSFORD R. C. E. NO. 42280 EXP. DATE. 3/31/10 CHECKED BY: APPROVED BY: DATE: SJH CITY ENGINEER R.C.E. 51152 DATE: SCALE: AS SHOWN ABOVE DATE: JULY, 2008 DRAWING NO.: 1 4402 3