Loading...
HomeMy WebLinkAbout5735-1PRIVATE ENGINEER'S NOTE: SIGNING AND STRIPING GENERAL NOTES: THE EXISTENCE AND APPROXIMATE LOCATION OF ANY UNDERGROUND UTILITIES OR SUBSTRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES OR STRUCTURES EXCEPT AS SHOWN ON THESE PLANS. THE ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILTIES OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK ON EXCAVATION TO DETERMINE EXACT LOCATION OF ALL LINES AFFECTING THIS WORK, WHETHER OR NOT SHOWN HERON, AND FOR ANY DAMAGE OR PROTECTION OF THESE LINES. NOTICE TO CONTRACTORS: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONTRUCT10N OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF THE WORK OF THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCCE OF DESIGN PROFESSIONAL. SURVEY MONUMENT NOTE: SURVEY MONUMENTS THAT EXIST AS SHOWN ON RECORDED MAPS, HIGHWAY MAPS OR POINTS THAT PROVIDE SURVEY CONTROL WITHIN THE CONSTRUCTION AREA, SHALL BE LOCATED AND REFERENCED OUT BY A LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER (AUTHORIZED TO PRACTICE LAND SURVEYING), AND CORNER RECORDS SHALL BE FILED WITH THE COUNTY SURVEYOR PRIOR TO THE START OF CONSTRUCTION. THESE CORNER RECORDS SHALL DESCRIBE THE MONUMENTS FOUND WITH TIE DISTANCES TO REFERENCE POINTS FOR RESETTING OF THE SURVEY MONUMENTS. WHEN CONSTRUCTION IS COMPLETED, MONUMENTS SHALL BE SET AND CORNER RECORDS SHALL BE FILED WITH THE COUNTY SURVEYOR SHOWING THE NEW MONUMENTS. CIVIL ENGINEER: TKE ENGINEERING, INC. rOLEEANDERr 2305 CHICAGO AVENUE RIVERSIDE, CA 92507 1 -_ ---- - PH. (951) 680-0440 r FAX (951) 680-0490 1 - - GEOTECHNICAL ENGINEER: N/A 1a CONTRACTOR'S RESPONSIBILITY FOR SAFETY: IN SUBMITTING A BID FOR THIS WORK THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNERS AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. o° Of z U BASELINE FOOTHILL M, BOULEVARD CITY OF FONTANA STREET IMPROVEMENT PLANS FOR IWO101 I ME I 14 m:Li111999e1:1�: OLEANDER AVENUE TO 600' EAST OF CYPRESS AVENUE 1. TITLE SHEET 2. NOTES AND SECTIONS 3. DEMOLITION PLAN STA. 23+74t TO STA. 44+24t 4. MEDIAN PLAN/PROFILE STA. 24+75.00 TO STA. 34+00.00 5. MEDIAN PLAN/PROFILE STA. 34+00.00 TO STA. 44+20.00 6. CURB AND GUTTER PLAN/PROFILE STA. 23+47t TO STA. 34+00.00 7. CURB AND GUTTER PLAN/PROFILE STA. 34+00.00 TO STA. 44+22f 8. STORM DRAIN PLAN/PROFILE 8%11111�PLANS DWG. NO. 5M- 1. FOOTHILL BOULEVARD FROM STA. 22+37t TO STA. 45.33f 2. OLEANDER AVENUE FROM STA. 5+68t TO 14+48t 1. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA DEPARTMENT OF ENGINEERING PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITH IN THE CITY LIMITS. CALL (909) 350-7610. 2. ALL WORK, MATERIALS, EQUIPMENT AND TEMPORARY TRAFFIC CONTROL SHALL CONFORM TO THESE PLANS, THE CITY OF FONTANA STANDARD SPECIFICATIONS, THE CITY'S SPECIAL PROVISIONS, SECTION E, THE STANDARD PLANS AND SPECIFICATIONS OF THE STATE OF CALIFORNIA, DATED 2015, AND THE CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, DATED 2014. 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN TEMPORARY TRAFFIC CONTROL AT ALL TIMES. 4. ALL SIGNS SHALL BE INSTALLED PER CITY DESIGN STANDARD 4003, UNLESS OTHERWISE SHOWN ON THE PLANS. 5. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC UNLESS OTHERWISE NOTED. 6. SUBSTITUTE TYPE "C" RAISED PAVEMENT MARKERS FOR TYPE "G" MARKERS ON DETAIL 38 ON ROADWAYS WITH RAISED MEDIANS. 7. SUBSTITUTE DETAIL 14A STRIPING FOR DETAIL 12 STRIPING FOR ROADWAYS WITH RAISED MEDIANS. 8. STRIPING AND PAVEMENT MARKINGS TO BE REMOVED SHALL BE REMOVED BY SANDBLASTING OR OTHER APPROVED METHODS, NONE OF WHICH SHALL DAMAGE THE PAVEMENT. THE 'BLACK OUT' METHOD OF REMOVAL IS NOT PERMITTED. ANY PAVEMENT DAMAGED BY REMOVALS SHALL BE REPAIRED PER APPROVAL OF THE CITY ENGINEER AT NO COST TO THE CITY. 9. 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 PRIOR FOR APPROVAL OF "CAT TRACKING." 10. STRIPING AND PAVEMENT MARKINGS SHALL BE APPLIED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 11. BLUE RAISED PAVEMENT MARKERS SHALL BE INSTALLED AT ALL FIRE HYDRANT LOCATIONS PER CITY STANDARD PLANS. 12. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS AND ELECTRONIC AUTOCAD FILES TO THE CITY ENGINEER. ,VE. CYPRESS AVE. .�T mm MTmmmMTm mmrm�Im �mmmm m mWr mmM�MmpMMmmTm�mM'� ' ��----------------J------- -------� �- -- ----- I cm LL4, _. _ - - - - - I - - - - - - - - 1 - - - - ----- _-- _--- G 10 - - - - - - - - - - - - 1r_ _ _ - _ - - - - - - - _ - - - - - - - - - - Q A - - - - - - ------ --- - -- --- �. - < .Y.. -r-r---T----------�--�' QHF1='r AIA d eNn a DATE ST. SHEET NO. 5 AND 7 FOOTHILL BOULEVARD INDEX MAP! SCALE: 1"=100' UTILITY NOTIFICATION LIST: CITY OF FONTANA FONTANA WATER COMPANY GOLDEN STATE FOR TIME WARNER TELECOM SO. CALIF. EDISON 8353 SIERRA AVENUE ATTN: LUIS MONTENEGRO 3281 GUASTI ROAD #350 1351 E. FRANCIS STREET FONTANA, CA 92335 11142 GARVEY AVE. ONTARIO, CA 91761 ONTARIO, CA 91761 (909) 350-6760 - PUBLIC SERVICES DEPARTMENT EL MONTE, CA 91733 (909) 456-3661 (909) 357-6223 (909) 350-6632 - PUBLIC WORKS INSPECTION (626) 448-6183 UNDERGROUND SERVICE ALERT SBC/PAC BELL SO. CALIF. GAS COMPANY (800) 227-2600 ADELPHIA 1265 N. VAN BUREN STREET #180 ATTN: JACK HAYES ANAHEIM, CA 92807 AVENUE 1205 DUPONT AVENUE (714) 666-5454 CA 92374 RED N S, CA 9 SPRINT ONTARIO, CA 91761 (909) 35 (909) 335-3928 2592 DUPONT DRIVE (909) 390-4738 AT&T EMERGENCIES: (800) 427-2200 IRVINE, CA 92612 360 E. ALESSANDRO BLVD. (800) 659-9698 RIVERSIDE, CA 92508-2402 (951) 776-3914 LEGEND OF SYMBOLS AND ABBREVIATIONS: MERRILLAVENUE EXISTING FIRE HYDRANT EXISTING SIDEWALK OR DRIVEWAY FH FIRE HYDRANT TB TOP OF BERM P EXISTING WATER VALVE EXISTING BLOCK WALL FL FLOW LINE TC TOP OF CURB _PP EXISTING POWER POLE EXISTING CHAIN LINK FENCE FG FINISH GROUND TD TOP OF DIKE z z z z MB I EXISTING MAILBOX EXISTING WROUGHT IRON OR PVC FENCE FS FINISH SURFACE TF TOP OF FOOTING W WM U EXISTING WATER METER AB ABANDON GB GRADE BREAK TW TOP OF WALL a a a Q EXISTING EDGE OF PAVEMENT AC ASPHALT CONCRETE GS GROUND SURFACE WM WATER METER VALLEY BOULEVARD EXISTING TREE ASPH ASPHALT SURFACE INV INVERT S SLOPE Q EXISTING SHRUB AP ANGLE POINT LF LINEAR FEET STA STATION INTERSTATE 10 FREEWAY EXISTING PALM TREE BB BOTTOM OF BERM LT LEFT TSB TRAFFIC SIGNAL BOX EXISTING STREET SIGN BC BEGINNING OF CURVE ME MEDIAN ELEC ELECTRICAL EXISTING STREET LIGHT BCR BEGIN CURB RETURN MH MANHOLE SCE SOUTHERN CALIFORNIA VICINITY MAP! H EXISTING LIGHT POLE CL CENTERUNE MVC MID POINT OF VERTICAL CURB EDISON O EXISTING MANHOLE CF CURB FACE N.T.S. NOT TO SCALE N.T.S. EXISTING SURVEY CONTROL CR CURB RETURN PCC PORTLAND CEMENT CONCRETE BENCH MARK NO. CS 7-12 BASIS OF BEARING R/W------ -- RIGHT-OF-WAY DF DIKE FACE PR PROPOSED LOCATION: CENTERLINE OF SIERRA AVENUE BEING EXISTING IMPROVEMENT/SURVEY CENTERUNE EC END OF CURVE PRC POINT OF REVERSE CURVE SOUTH WEST CORNER OF THE NORTHWEST S00°09'00"E PER TRACT NO. 2775 - EXISTING CURB AND GUTTER ECR END CURB RETURN PRVC POINT OF REVERSE VERTICAL CURVE CURB RETURN AT THE INTERSECTION OF RECORDED IN MAP BOOK 38 AT PAGE 63, EXISTING CURB OR AC BERM PVI POINT OF VERTICAL INFLECTION SIERRA AVENUE AND FOOTHILL BOULEVARD. SAN BERNARDINO COUNTY. EL ELEVATION PROPOSED CURB AND GUTTER PED PEDESTAL RT RIGHT ELEV. 1318.40 Know what's below. ® Call before you dig. REV. DATE I ENGR. I CITY No.69984 Exp.9-30-18 TKE ENGINEERING, INC. 2305 CHICAGO AVENUE RIVERSIDE, CA 92507 (951) 680-0440 FAX (951) 68070490 M. RENNER R.C.E. No. EXPIRES: 9-30-18 STREET IMPROVEMENTS FOOTHILL BOULEVARD OLEANDER AVENUE TO 600' EAST OF CYPRESS AVENUE STRIPING CONSTRUCTION NOTES: V APPLY THERMOPLASTIC, 8" SOLID WHITE CHANNELIZING STRIPE PER CA. MUTCD 2014, FIG. 3A-112 (CA), DETAIL 38.. . . . . . . . . . . . . . . . . . ® APPLY THERMOPLASTIC, 12" SOLID WHITE CROSSWALK LINE, 12' WIDE MEASURED FROM OUTSIDE OF STRIPING.. . . . . . . . . . . . . . . . . . . . O3 APPLY THERMOPLASTIC, 6" SOLID WHITE BIKE LANE STRIPE PER CA. MUTCD 2014, FIG. 3A-112 (CA), DETAIL 39.. . . . . . . . . . . . . . . . . . . ®APPLY THERMOPLASTIC, 4" WHITE LANE STRIPE PER CA. MUTCD 2014, FIG. 3A-102 (CA), DETAIL 14A.. . . . . . . . . . . . . . . . . . . . . . . ® APPLY THERMOPLASTIC, TYPE IV (L) ARROW PER CA. MUTCD 2006, FIG. 3B-24 (CA).. © APPLY THERMOPLASTIC, 12" SOLID WHITE LIMIT LINE .. . . . . . . . . . . . . . . O7 APPLY THERMOPLASTIC, 6" WHITE BIKE LANE INTERSECTION STRIPE PER CA. MUTCD 2014, FIG. 3A-112 (CA), DETAIL 39A.. . . . . . . . . . . . . . . . . . . . . . . ® APPLY THERMOPLASTIC, PAVEMENT LEGEND AS SHOWN PER CA MUTCD 2014, FIG. 3B-23 (CA).. O9 APPLY THERMOPLASTIC, BICYCLE LANE SYMBOL AND ARROW PER CA. MUTCD 2014, FIG. 9C-3B (CA),. 10 APPLY THERMOPLASTIC, a DOUBLE YELLOW STRIPE PER CA. MUTCD 2014, FIG. 3A-104 (CA), DETAIL 22.. . . . . . . . . . . . . . . . . . . . . 11 APPLY THERMOPLASTIC, 4" YELLOW TWO-WAY LEFT TURN LANES STRIPE PER CA. MUTCD 2014, FIG. 3A-108 (CA), DETAIL 32.. . . . . . . . . . . . . . . . . . . . . 92 APPLY THERMOPLASTIC, 4" SOLID WHITE LANE STRIPE .. . . . . . . . . . . . . 13 APPLY THERMOPLASTIC, 4" DOUBLE YELLOW STRIPE PER CA. MUTCD 2014, FIG. 3A-107 (CA), DETAIL 29.. . . . . . . . . . . . . . . . . . . . . . . . . . . 14 SANDBLAST ALL EXISTING CONFLICTING STRIPING AS REQUIRED.. . . . . . . . . . . SIGNING CONSTRUCTION NOTES: O1 FURNISH AND INSTALL SIGN AS NOTED.. . . . O2 REMOVE AND REPLACE EXISTING SIGN AS NOTED.. O3 PROTECTED SIGN IN PLACE AS NOTED. O REMOVE AND RELOCATED EXISTING SIGN AS NOTED.. O REMOVE AND DISPOSE EXISTING SIGN AS NOTED.. 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. 1,200 LF 956 LF 3,495 LF 3,758 LF 10 EA 76 LF 718 LF 1 11 EA 718 LF 238 LF 500 LF 156 LF 1 LS 43 EA 1 EA 15 EA 4 EA 3 EA V8a Z V1 a VL\ iLl1 \L1' VL1�Ji8 V1\i1 \ml1 STREET IMPROVEMENT PLANS DrswxN BY: SAF FOOTHILL BOULEVARD MEDIAN IMPROVEMENTS AS SHOWN DMGNED BY: TITLE SHEET DATE TMR SEP. 2018 r7: ENAQPRO BY:DATE DRANANG N0 TMR n 1 ' ! 3 • "'le 5735CITY GINEER R.C.E. No. 51152 8