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HomeMy WebLinkAbout5597-1PRIVATE 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 UTIUTIES OR STRUCTURES EXCEPT AS SHOWN ON THESE PLANS. THE ENGINEER ASSUMES NO UABIUTY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILTIES OR IRRIGATION UNES WHOSE LOCATIONS ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTIUTY AND IRRIGATION COMPANIES PRIOR TO WORK ON EXCAVATION TO DETERMINE EXACT LOCATION OF ALL UNES AFFECTING THIS WORK, WHETHER OR NOT SHOWN HERON, AND FOR ANY DAMAGE OR PROTECTION OF THESE UNES. NOTICE TO CONTRACTORS: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBIUTY FOR JOB 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 UMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL UABIUTY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF THE WORK OF THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGUGENCCE 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 UCENSED 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 UABIUTY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM SOLE NEGUGENCE OF THE OWNER OR ENGINEER. • CIVIL ENGINEER: TKE ENGINEERING, INC. 2305 CHICAGO AVENUE RIVERSIDE, CA 92507 PH. (951) 680-0440 FAX (951) 680-0490 GEOTECHNICAL ENGINEER: N/A UTILITY NOTIFICATION LIST: UNDERGROUND SERVICE ALERT (800) 227-2600 SO. CAL EDISON ATTN: MAP REQUEST BLDG D P.O. BOX 11982 SANTA ANA, CA 92711-1982 FAX (714) 73-5735 KIM GURULE CITY OF FONTANA ENGINEERING DEPARTMENT 8353 SIERRA AVENUE FONTANA, CA 92335 (909) 350-6552 ESMERALDA GOMEZ EJGOMEZ©FONTANA.ORG FONTANA WATER COMPANY 11142 GARVEY AVENUE EL M ON TE, CA 91734 (626) 448-6183 PAUL GARAVITO, JR. TIME WARNER TELECOM 1500 AUTO CENTER DRIVE ONTARIO, CA 91761 (909) 975-3342 PAUL E. CYR AT&T INQUIRIES 22311 BROOKHURST STREET, SUITE 203 HUNTINGTON BEACH, CA 92646 (925) 977-2413 JOSEPH FORKERT AT&T—INQUIRIES®FORKERTENGINEERING.COM SO. CAL GAS 1981 LUGONIA AVENUE REDLANDS, CA 92374-9796 (909) 335-7871 EMERGENCIES: (800) 427-2200 BRUCE WADDELL BWADDELL®SEMPRAUTIUTIES.COM SAN BERNARDINO MUNICIPAL WATER DEPARTMENT 300 NORTH 'D' STREET SAN BERNARDINO, CA 92418 (909) 384-7222 ROBERT L. UNDBERG LINDBERG_RO®SBCITYWATER.ORG BENCH MARK NO. 119 LOCATION: BRASS CAP NORTH END OF NORTHWEST CORNER OF SIERRA AVENUE AND ARROW BOULEVARD. ELEV. 1275.25' BASIS OF BEARING CENTERLINE OF FOOTHILL BOULEVARD N89.44'23"E PER PARCEL MAP NO. 15242 RECORDED IN PARCEL MAP BOOK 190 AT PAGES 5-6, SAN BERNARDINO COUNTY. r i i P i CITY OF FONTANA STREET IMPROVEMENT PLANS FOR FOOTHILL BOULEVARD SIERRA AVENUE TO ANGO AVENUE SHEET NO. 3 AND 4 MANGO AVENUE — - Na PHONE i i O 41,-o o- (6"S) i •11=1.- a a=CP'_-s-•■=IC AMM -SHEET-NO. 6- +- •11=1. •M=F = SHEET -N05 0 O 24+81_ 0 0 saw amp sizo ',mew as=- mrarAelg. O L a O . - DIRT FOOTHILL 0 Ga _ 1- (6"G) 0 O [• II 4 a 6 v 8 9 10 m En m DEMOLITION NOTES: REMOVE EXISTING PCC CURB AND/OR GUTTER 284 IF. REMOVE EXISTING PCC SIDEWALK AND/OR CURB RAMP 3462 SF. REMOVE EXISTING DRIVE APPROACH 663 SF. SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT, SUBGRADE 3123 SF. AND/OR AC CURB. GRIND EXISTING ASPHALT 2" MINIMUM THICKNESS 4569 SF. REMOVAL OF EXISTING POWER POLE BY OTHERS. CONTRACTOR TO COORDINATE 3 EA. WITH SOUTHERN CAUFORNIA EDISON FOR REMOVAL. REMOVE AND RELOCATE EXISTING TRAFFIC SIGNAL BOX PER STREET IMPROVEMENT PLAN 2 EA. NOT USED REMOVE CONCRETE MAILBOX BASE 1 EA. ADJUST EXISTING WATER VALVE TO GRADE 1 EA. REMOVAL OF EXISTING WATER METER AND RELOCATION PER STREET IMPROVEMENT 1 EA. PLAN BY OTHERS. CONTRACTOR TO COORDINATE WITH FONTANA WATER COMPANY FOR RELOCATION. PROTECT IN PLACE AS NOTED 7 EA. REMOVE AND REPLACE EXISTING BOLLARDS 6 EA. REMOVE EXISTING TREE WELL AND PRECAST STEEL COVER AND RELOCATE PER 1 EA. STREET IMPROVEMENT PLAN. I 811REMOVE AND REPLACE EXISTING LANDSCAPE AND IRRIGATION, IN KIND, AS REQUIRED 687 SF. TO CONSTRUCT IMPROVEMENTS. INDEX MAPS SCALE: 1'=50' 4- 12"W 0 / 't ' �< ft, i SHEET INDEX: 1. TITLE SHEET 2. NOTES AND CROSS SECTIONS 3. DEMOUTION STA. 19+25± TO STA. 22+70± 4. PLAN/PROFILE STA. 19+24.72 TO STA. 22+70.04 5. DETAILS 1 OF 2 6. DETAILS 2 OF 2 7. TRAFFIC SIGNAL MODIFICATION PLAN II BASELINE II II ROAD PROJECT LOCATION FOOTHILL BOULEVARD LI z w z w Q SAN BERNARDINO VALLEY z 1.10 FWY AVENUE 0 z BOULEVARD VICINflY MAPS N.T.S. z BOULEVARD 16 ED 18 19 20 REMOVE AND RELOCATE EXISTING UGHT POST, FOUNDATION, PULL BOXES, 1 EA. AND CONDUIT SYSTEM. FOR PRIVATE LOT REMOVALS AND DEMOUTION DETAILS SEE SHEET 5 AND 6 REMOVE AND RELOCATE EXISTING STREET LIGHT POST, FOUNDATION, PULL BOXES, PER STREET IMPROVEMENT PLAN. CONTRACTOR TO COORDINATE WITH THE CITY OF FONTANA FOR RELOCATION REMOVE AND REPLACE EXISTING ASPHALT CONCRETE CURB AND HANDRAIL AS NEEDED. 36 LF. REMOVE AND REPLACE EXISTING ROD IRON ROLUNG GATE, ROLUNG GATE TRACK AND FENCE INCLUDING . TRACK AND FENCE POST FOOTINGS, IN KIND AS REQUIRED TO CONSTRUCT IMPROVEMENTS. STREET IMPROVEMENT CONSTRUCTION NOTES: QUANTITIES: 10 CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. PLAN NO. 1000 213 LF. 0 CONSTRUCT SIDEWALK, WIDTH AS SHOWN, PER CITY OF FONTANA STD. PLAN NO. 1006 2242 SF. 0 NOT USED 0 CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. PLAN NO. 1002, R=9' 270 SF. REVISED PER DRIVEWAY DETAIL, SHEET 5, UNLESS OTHERWISE NOTED. 0 CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. PLAN NO. 1002, R=12'. 289 SF. REVISED PER DRIVEWAY DETAILS, SHEETS 2 AND 6, UNLESS NOTED OTHERWISE. O6 CONSTRUCT 6" OF ASPHALT CONCRETE PAVEMENT OVER 1.0' OF 95% COMPACTED 1657 SF. NATIVE SOIL. 0 CONSTRUCT 4" ASPHALT CONCRETE PRIVATE DRIVEWAY APPROACH/PRIVATE PARKING 1728 SF. OVER 95% COMPACTED NATIVE SOIL. 80 CONSTRUCT VARIABLE THICKNESS ASPHALT CONCRETE OVERLAY (MINIMUM 2") 6245 SF. 0 NOT USED 10 RELOCATE AND OR ADJUST TO GRADE EXISTING TRAFFIC SIGNAL BOX. 2 EA. 11 RELOCATE EXISTING WATER SERVICE BY FONTANA WATER COMPANY. CONTRACTOR TO 1 EA. COORDINATE WITH FONTANA WATER COMPANY FOR RELOCATIONS. 12 RELOCATE EXISTING POWER POLE. CONTRACTOR TO COORDINATE WITH SCE FOR 3 EA. RELOCATIONS. 13 RELOCATE EXISTING TREE WELL. CONTRACTOR TO COORDINATE WITH CITY INSPECTOR 1 EA. FOR RELOCATIONS. 14 CONSTRUCT LANDSCAPE AND IRRIGATION TO MATCH EXISTING 634 SF. 15 CONSTRUCT CONCRETE CROSS GUTTER TO MATCH EXISTING 24 SF. 16 RELOCATE EXISTING UGHT POST, FOUNDATION, PULL BOXES, AND CONDUIT SYSTEM 2 EA. 633 NOT USED 0 FOR PRIVATE LOT IMPROVEMENT DETAILS SEE SHEET 5 19 CONSTRUCT BLACK WROUGHT IRON HANDRAIL PER STANDARD PLANS FOR PUBLIC 17 LF. WORKS CONSTRUCTIONS STANDARD DETAIL NO. 606-2, TYPE B. 20 CONSTRUCT VARIABLE HEIGHT, SPUT FACE, 8" BLOCK WALL PER BLOCK WALL DETAIL, 70 LF. HEREON. 21 CONSTRUCT BOLLARD AT 6.0' OC SPACING 6 EA. Underground Service Alert SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VAUD FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 811 TWO WORKING DAYS BEFORE YOU DIG tLILNI: (:IIY 01- I-ONIANA TKE JOB #: 101-55 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE TKE ENGINEERING, INC. 2305 CHICAGO AVENUE RIVERSIDE, CA 92507 (951) 680-0440 ER1NG FAX (951) 680-0490 TERRY \ M. RENN EXPIRES: R.C.E. No. 69984 9-30-18 STREET IMPROVEMENTS FOOTHILL BOULEVARD SIERRA AVENUE TO MANGO AVENUE 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. CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS DRAWN BY: JAM DESIGNED BY: TMR FOOTHILL BOULEVARD STREET IMPROVEMENTS TITLE SHEET SCALE AS SHOWN DATE JULY 2017 CHECKED BY: TMR APPROVED DATE R.C.E. No. 51152 CITY ENGINEER DRAWING NO.: 5597