The URL can be used to link to this page

Home My WebLink About3348-1PRIVATE ENGINEER'S NOTE: 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 CONTRUCT10N PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOS SITE CONDITIONS DURING THE COURSE OF CONTRUCTION 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 NTH 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 1-10 FRWY 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. 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. CIVIL ENGINEER: TKE ENGINEERING, INC. 4446 CENTRAL AVENUE RIVERSIDE, CA 92506 PH. (909) 680-0440 FAX (909) 680-0490 GEOTECHNICAL ENGINEER: LOR GEOTECHNICAL, INC. 6121 QUAIL VALLEY COURT RIVERSIDE, CA 92507 PH. (909) 653-1760 FAX (909) 653-1741 LEGEND CONSTRUCT COLD PLANE. 14 EXISTING FIRE HYDRANT - EXISTING GATE VALVE • EXISTING POWER POLE C.-i',� EXISTING STREET LIGHT 17 EXISTING SIGN �,rpn EXISTING WATER METER AP ANGLE POINT GB GRADE BREAK WM WATER METER UPPER LEFT IDENTIFIES NUMBER OF CONDUITS, _Yi UPPER RIGHT IDENTIFIES CONDUIT SIZE, AND LOWER IDENTIFIES THE CONDUIT LENGTH. 1 UPPER IDENTIFIES DETAIL NUMBER 6 LOWER IDENTIFIES DETAIL PAGE NUMBER BENCH MARK NO. 586 LOCATION: R/R SPIKE IN POWER POLE #62796 NORTHWEST CORNER OF MANGO AVENUE AND MARYGOLD AVENUE ELEV. 1140.95' Underground Service Alert SECTION 4216/4217 OF THE GOVERNMENT OcFORE yo CODE REQUIRES A DIG ALERT IDENTIFICATION Go NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG REV. 7M70 7 r r, lll x R d r •� mxe. x A` 4 � � A r t r ... , 4 STREET IMPROVEMENT CONSTRUCTION NOTES: QUANTITIES: 1� CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STANDARD DETAIL 425 LF NO. 1003. CONSTRUCT 7' SIDEWALK PER CITY OF FONTANA STANDARD DETAIL NO. 1015. 1,750 Q CONSTRUCT COMMERCIAL DRIVEWAY ENTRANCE PER CITY OF FONTANA 840 SF STANDARD DETAIL NO. 102-C. SEE DETAILS ON SHEETS 6 & 7 FOR DRIVEWAY GRADING. �4 CONSTRUCT 0.48' OF ASPHALT PAVEMENT OVER 1.0' OF CLASS 2 AGGREGATE BASE. 5O CONSTRUCT VARIABLE THICKNESS ASPHALT CONCRETE OVERLAY (MINIMUM 0.10'). O CONSTRUCT 18" SIDEWALK BARRIER WALL PER APWA STANDARD DETAIL NO. 622-1. �7 CONSTRUCT CATCH BASIN PER CITY OF FONTANA STANDARD DETAIL NO. 121. �8 CONSTRUCT 18" R.C.P. (1350D) STORM DRAIN. O9 CONSTRUCT 5' SIDEWALK PER CITY OF FONTANA STANDARD DETAIL NO. 1015. 10 CONSTRUCT ELECTRICAL CONDUIT, AS SPECIFIED ON STREET IMPROVEMENT PLAN. 11 CONSTRUCT 0.33' OF ASPHALT PAVEMENT OVER 0.5' OF CLASS 2 AGGREGATE 110020 ffAm BASE. ""�Y BOUL[rl' 112 SAWCUT EXISTING PAVEMENT. -10 "�RE�WA"Y �l 0 ' rl a 'ago k.0110M, j MARYGOLD Q AVE. Q PROJECT H LOCATION J VALLEY BLVD. D' W_ 1-10 ( FRWY SLAVER F AVE. I F ACIN11f Y MAP: N.T.S. �_ •i a ��l�a DATE I ENGR. I CITY I DATE No.44226 Exp.6-30-05 op t -m �F� SHEET INDEX: 1. TITLE SHEET 2. NOTES, FIBER OPTIC & ELECTRICAL DETAILS 3. SECTIONS 4. DEMOLITION PLAN 5. CONSTRUCTION PLAN 6. MOTEL 6 & COCO'S ON-SITE DETAILS 7. MC DONALDS ON-SITE DETAILS 8. SIGNING AND STRIPING PLAN 9. TRAFFIC CONTROL PLAN 10. STREET LIGHTING PLAN 11. IRRIGATION AND LANDSCAPING PLAN 12. IRRIGATION AND LANDSCAPING DETAILS UEJ/TKE ENGINEERING, INC. "0001 4446 CENTRAL AVENUE \) RIVERSIDE, CA 92506 1 .(909) 680-0440 'EKING FAX (909) 680-0490 _n Pw 4130%3 MICHAEL PATRICK THORNTON R.C.E. No. 44226 EXPIRES: 6-30-05 13 CONSTRUCT COLD PLANE. 14 ADJUST EXISITNG VALVE TO GRADE (WATER & GAS). 15 ADJUST EXISTING WATER METER TO GRADE. 16 ADJUST EXISITNG VAULT COVER TO GRADE BY OTHERS. � ! p� VALLEY BLVD. F6 17 CONNECT TO EXISTING ELECTRICAL POWER SOURCE PER SC EDISON REQUIREMENTS. 1 18 INTERCEPT AND CONNECT TO EXISTING CONDUIT PER SC EDISON REQUIREMENTS. CONSTRUCT CONNECTION TO EXISTING STORM DRAIN WITH CONCRETE COLLAR PER _Yi APWA STANDARD DETAIL NO. 380-2. zl `T @CONSTRUCT 6" CURB PER CITY OF FONTANA STANDARD DETAIL NO. 1003. } CONSTRUCT 6" CURB AND GUTTER PER CITY OF FONTANA STANDARD DETAIL t i a NO. 1003. ! CONSTRUCT SIDEWALK PER CITY OF FONTANA STANDARD DETAIL NO. 1015. -- 23 REMOVE AND RELOCATE EXISTING FIRE HYDRANT PER CITY OF FONTANA STANDARD - DETAIL NO. W113. �- -: - 24 SAWCUT AND CONSTRUCT TILED SIDEWALK IN KIND. Mm 25 \4 CONSTRUCT HANDRAIL PER APWA STANDARD DETAIL NO. 606-1. 10-00. y� J 11+ 26 CONSTRUCT TRASH ENCLOSURE PER CITY OF FONTANA BUILDING AND SAFETY/ PLANNING DIVISION STANDARD PLAN. CONSTRUCT SIX 1lh" HIGH DENSITY POLYETHYLENE (HDPE) FIBER OPTIC CONDUITS WITH ONE #10 GREEN STRANDED IN EACH CONDUIT FOR FUTURE USE, SEE SHEET 2 FOR TRENCH DETAIL. rf`k 28 CONSTRUCT FIBER OPTIC SPLICE VAULT WITH SPLIT LID. SPLICE VAULT COVER TO BE INSCRIBED "TRAFFIC". 5 j 29 CONSTRUCT 2" WATER SERVICE AND COSTUMER SERVICE PIPING PER CITY OF I 9 FONTANA STANDARD DETAIL NO. W127. 'LLQ li I i f I 30 O PROTECT IN PLACE AS NOTED. DEMOLITION NOTES: ❑1 REMOVE EXISTING CURB, OR CURB AND GUTTER. ` G ❑2 REMOVE EXISTING PCC SIDEWALK AND DRIVE APPROACH. ❑3 RELOCATE EXISTING SIGN PER SIGNING AND STRIPING PLAN. STREET IMPROVEMENTS FOR SIERRA AVENUE OM 1-10 FWY. TO VALLEY BLVD. EET IMPROVEMENT PLAN. ❑7 REMOVE AND RELOCATE EXISTING FIRE HYDRANT PER STREET IMPROVEMENT PLAN. F8 REMOVE AND RELOCATE EXISTING TRAFFIC SIGNAL BOX. ❑9 REMOVE EXISTING CONCRETE SIGN PEDESTAL. HR EMOVE EXISTING CATCH BASIN. 11 SAWCUT AND REMOVE PORTION OF EXISTING BLOCK WALL AND RELATED FOUNDATION. HREMOVE EXISTING TREE. 13 REMOVE EXISTING TRASH ENCLOSURE WALL AND RELATED FOOTINGS. SIGNING AND STRIPING CONSTRUCTION NOTES: �1 CONSTRUCT 8" SOLID WHITE LINE PER CALTRANS STANDARD PLAN A20D, DETAIL 38. ACONSTRUCT 12" SOLID WHITE CROSSWALK LINE PER CALTRANS STANDARD PLAN A24E. 03 CONSTRUCT DASHED WHITE LANE DROP STRIPING PER CALTRANS STANDARD PLAN A20C, DETAIL 37B. ACONSTRUCT DASHED WHITE LANE STRIPING PER CALTRANS STANDARD PLAN A20A, DETAIL 8. ACONSTRUCT SOLID WHITE LEFT TURN LANE ARROW PER CALTRANS STANDARD PLAN A24A, TYPE IV (L) ARROW. ACONSTRUCT SOLID WHITE RIGHT TURN LANE ARROW PER CALTRANS STANDARD PLAN A24A, TYPE IV (R) ARROW. ARELOCATE EXISTING SIGN. A8 CONSTRUCT 4" SOLID WHITE STRIPE PER CALTRANS STANDARD PLAN A20B, DETAIL 27B. ACONSTRUCT R -18B SIGN. CONSTRUCT DOUBLE YELLOW LINE STRIPING PER CALTRANS STANDARD PLAN A20A, DETAIL 21. SHOULD CONSTRUCTION OF THE CITY OF FONTANA, CALIFORNIA COMMENCE WITHINRTOWOMYEARSNOF THE STREET IMPROVEMENT PLANS DATE OF APPROVAL SHOWN HEREON I DRAWN BY; s SIERRA AVENUE 230 TONS 245 CY 500 TONS 85 LF 1 EA 20 LF 1,350 SF LS 160 TONS 120 CY 475 LF 4,700 SF 8 EA 2 EA 1 EA LS LS 1 EA 245 LF 185 LF 210 SF 2 EA 400 SF 85 LF 1 EA rAillwilla 2 ❑4 REMOVE AND RELOCATE EXISTING STREET LIGHT BY OTHERS. LS REMOVE ASPHALT CONCRETE PAVEMENT. SCALE: 1"=60' F6 REMOVE AND RELOCATE EXISTING WATER METER PER STR STREET IMPROVEMENTS FOR SIERRA AVENUE OM 1-10 FWY. TO VALLEY BLVD. EET IMPROVEMENT PLAN. ❑7 REMOVE AND RELOCATE EXISTING FIRE HYDRANT PER STREET IMPROVEMENT PLAN. F8 REMOVE AND RELOCATE EXISTING TRAFFIC SIGNAL BOX. ❑9 REMOVE EXISTING CONCRETE SIGN PEDESTAL. HR EMOVE EXISTING CATCH BASIN. 11 SAWCUT AND REMOVE PORTION OF EXISTING BLOCK WALL AND RELATED FOUNDATION. HREMOVE EXISTING TREE. 13 REMOVE EXISTING TRASH ENCLOSURE WALL AND RELATED FOOTINGS. SIGNING AND STRIPING CONSTRUCTION NOTES: �1 CONSTRUCT 8" SOLID WHITE LINE PER CALTRANS STANDARD PLAN A20D, DETAIL 38. ACONSTRUCT 12" SOLID WHITE CROSSWALK LINE PER CALTRANS STANDARD PLAN A24E. 03 CONSTRUCT DASHED WHITE LANE DROP STRIPING PER CALTRANS STANDARD PLAN A20C, DETAIL 37B. ACONSTRUCT DASHED WHITE LANE STRIPING PER CALTRANS STANDARD PLAN A20A, DETAIL 8. ACONSTRUCT SOLID WHITE LEFT TURN LANE ARROW PER CALTRANS STANDARD PLAN A24A, TYPE IV (L) ARROW. ACONSTRUCT SOLID WHITE RIGHT TURN LANE ARROW PER CALTRANS STANDARD PLAN A24A, TYPE IV (R) ARROW. ARELOCATE EXISTING SIGN. A8 CONSTRUCT 4" SOLID WHITE STRIPE PER CALTRANS STANDARD PLAN A20B, DETAIL 27B. ACONSTRUCT R -18B SIGN. CONSTRUCT DOUBLE YELLOW LINE STRIPING PER CALTRANS STANDARD PLAN A20A, DETAIL 21. SHOULD CONSTRUCTION OF THE CITY OF FONTANA, CALIFORNIA COMMENCE WITHINRTOWOMYEARSNOF THE STREET IMPROVEMENT PLANS DATE OF APPROVAL SHOWN HEREON I DRAWN BY; s SIERRA AVENUE 230 TONS 245 CY 500 TONS 85 LF 1 EA 20 LF 1,350 SF LS 160 TONS 120 CY 475 LF 4,700 SF 8 EA 2 EA 1 EA LS LS 1 EA 245 LF 185 LF 210 SF 2 EA 400 SF 85 LF 1 EA rAillwilla 2 EA 3 EA LS 575 LF 3,200 SF 7 EA 2 EA 5,800 SF 5 EA 2 EA 3 EA 1 EA 1 EA 18 LF 2 EA 1 EA LS LS LS LS LS LS LS LS LS LS AND CARRIED FORTH IN A DILIGENT TM R AS SHOWN MANNER, THE CITY ENGINEER MAY DESIGNED BY: i,--1-�D FREE Y To, VALLEY BOULEVARD DAIS; REQUIRE REVISIONS TO'THE PLANS TO TMA TI HEET MAY 2003 BRING THEM INTO CONFORMANCE WITH CHEq(ED BY ARW9VED BY / MPT DATE: DRAWING NO.: CONDITIONS AND STANDARDS IN EFFECT. _ d' 1 ITV rAlf_`Iurro =. 0 11 r • Al.. Al 1 r;0 3348 12