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Home My WebLink About4312-1NOTICE TO CONTRACTOR CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS Ati_j - 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 WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. ALL CONTRACTOR AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY ORDERS". THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS OR SUBCONTRACTORS COMPLIANCE WITH SAID REGULATIONS AND ORDERS. PRIVATE ENGINEERS NOTICE TO CONTRACTORS THE EXISTENCE AND APPROXIMATE LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES 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 LIABILITIES FOR IRRIGATION LINES WHOSE LOCATION OF SAID LINES NOR FOR UTILITIES 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 PROTECT! -)N OF THESE LINES. THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO UNDERGROUND SERVICE ALERT (U. S. A. ) PHONE 1-800-227-2600 TWO (2) WORKING DAYS PRIOR TO DIGGING. NO CONSTRUCTION PERMIT ISSUED BY PUBLIC WORKS DEPARTMENT SHALL BE VALID INVOLVING UNDERGROUND FACILITIES UNLESS THE APPLICANT HAS AN INQUIRY IDENTIFICATION NUMBER ISSUED BY U.S.A. LEGEND BENCHMARK: ELEVATION = 905.45 N 1839754.P500 E 6705780.2500 HILTI NAIL INTERSECTION OF JURUPA AVE. AND ETIWANDA AVE. HDR ENGINEERING, INC. 2880 MARKET STREET, SUITE 100 RIVERSIDE, CA 92501 (951) 320-7300 ora—fiIsrvOl \ustnproj\200093\003\project_drawinas\General\200093a01.dgn STREET IMPROVEMENT PLANS FOR JURUPA AVENUE FROM ETIWANDA AVENUE TO TAMARIND AVENUE IN THE CITY OF FON`l'_ANA AND THE COUNTY OF SAN BERNARDINO BASIS OF BEARINGS THE BEARINGS SHOWN HEREON ARE BASED ON THE HORIZONTAL CONTROL NETWORK ESTABLISHED BY THE SAN BERNARDINO COUNTY SURVEYOR/FIELD DIVISION. THE CONTROL POINTS USED FOR THE BASIS OF THIS SURVEY ARE GPS CONTROL POINT NO. 20352, 2 1 187, 2 1233, AND 2 1294. THE HOR I ZONTAL VALUES FOR THESE PO I NTS UTILIZE THE 1983 CALIFORNIA COORDINATE SYSTEM ZONE V WITH AN ADJUSTED EPOCH DATE OF 1992.88. THE GRID BEARING BETWEEN THESE TWO MONUMENTS IS NORTH 89046'25" WEST. BENCHMARK THE ELEVATIONS SHOWN HEREON ARE BASED ON THE COUNTY SAN BERNARDINO SURVEYOR GPS CONTROL MONUMENT NO. 20352. THE VERTICAL DATUM AS REFERENCED UTILIZES THE NORTH AMERICAN VERTICAL DATUM OF 1929. GPS CONTROL POINT 20352, ELEVAT I ON: 1 408.68 FEET TOLL FREE 'qmmmw" 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. I REVISION DESCRIPTION I DATE I ENGR. I CITY I DATE 12/6/2007 5: 42: 29 AM DFLTUSER VICINITY MAP NOT TO SCALE 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. SHEET INDEX CITY DWG. NO. SHEET EXISTING CURB & GUTTER -- CATV EXISTING CABLE TV W -- EXISTING WATER LINE D EXISTING STORM DRAIN S EXISTING SEWER LINE G EXISTING GAS LINE T EXISTING TELEPHONE LINE E EXISTING EDISON LINE FM --------------- FORCED MAIN NRW NON -RECLAIMABLE WASTEWATER --------------- CENTER LINE 35-42 ---------------------- EXISTING R / W ---------------------- PROPOSED R / W - DRIVEWAY DETAILS PROPOSED CURB & GUTTER 47-50 R17Ep - - FENCE, GATE AND MAIL BOX RELOCATION PROPOSED EDGE OF PAVEMENT 51 A A PROPOSED BLOCK/ RETAINING WALL SHEET --------------- CUT - CONSTRUCTION DETAILS -------- FILL 55-80 XX.XX XX. XX PROPOSED TC ELEVATION SHEET PROPOSED FL ELEVATION BENCHMARK: ELEVATION = 905.45 N 1839754.P500 E 6705780.2500 HILTI NAIL INTERSECTION OF JURUPA AVE. AND ETIWANDA AVE. HDR ENGINEERING, INC. 2880 MARKET STREET, SUITE 100 RIVERSIDE, CA 92501 (951) 320-7300 ora—fiIsrvOl \ustnproj\200093\003\project_drawinas\General\200093a01.dgn STREET IMPROVEMENT PLANS FOR JURUPA AVENUE FROM ETIWANDA AVENUE TO TAMARIND AVENUE IN THE CITY OF FON`l'_ANA AND THE COUNTY OF SAN BERNARDINO BASIS OF BEARINGS THE BEARINGS SHOWN HEREON ARE BASED ON THE HORIZONTAL CONTROL NETWORK ESTABLISHED BY THE SAN BERNARDINO COUNTY SURVEYOR/FIELD DIVISION. THE CONTROL POINTS USED FOR THE BASIS OF THIS SURVEY ARE GPS CONTROL POINT NO. 20352, 2 1 187, 2 1233, AND 2 1294. THE HOR I ZONTAL VALUES FOR THESE PO I NTS UTILIZE THE 1983 CALIFORNIA COORDINATE SYSTEM ZONE V WITH AN ADJUSTED EPOCH DATE OF 1992.88. THE GRID BEARING BETWEEN THESE TWO MONUMENTS IS NORTH 89046'25" WEST. BENCHMARK THE ELEVATIONS SHOWN HEREON ARE BASED ON THE COUNTY SAN BERNARDINO SURVEYOR GPS CONTROL MONUMENT NO. 20352. THE VERTICAL DATUM AS REFERENCED UTILIZES THE NORTH AMERICAN VERTICAL DATUM OF 1929. GPS CONTROL POINT 20352, ELEVAT I ON: 1 408.68 FEET TOLL FREE 'qmmmw" 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. I REVISION DESCRIPTION I DATE I ENGR. I CITY I DATE 12/6/2007 5: 42: 29 AM DFLTUSER VICINITY MAP NOT TO SCALE 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. SHEET INDEX CITY DWG. NO. SHEET I APWA - T I TLE SHEET 431 Z SHEET 2-3 BEGIN CURVE - GENERAL NOTES BEGINNING OF CURB RETURN SHEET 4 CL - - CONSTRUCTION NOTES CAB - SHEET 5 CATCH BASIN - SURVEY CONTROL CHAIN LINK SHEET 6-8 IEUA - TYPICAL SECTIONS LF - SHEET 9-34 LENGTH ON CURVE - LAYOUT PLANS NOT APPLICABLE SHEET 35-42 W/ - - INTERSECTION DETAILS WI - SHEET 43-46 - DRIVEWAY DETAILS E SHEET 47-50 R17Ep - - FENCE, GATE AND MAIL BOX RELOCATION SHEET 51 - TREE REMOVAL TABLE SHEET 52-54 - CONSTRUCTION DETAILS 4.312 SHEET 55-80 - DRAINAGE AND UTILITY PLANS 4-314- 314SHEET SHEET 81-92 - SEWER PLANS 4 313 SHEET 93- 1 1 8 - S I GN i NG & STR I P 1 ', PLANS 4316 SHEET 119-131 - SIGNAL PLANS 431? SHEET 132-158 - STREET LIGHTING PLANS 4b 12 LT SHEET 159-163 - BLOCK WALL / RETAINING WALL PLANS 4312 SHEET 164-183 - IRRIGATION PLANS 4315 SHEET 184-200 - HARDSCAPE PLANS 43 15 SHEET 201-217 - PLANTING PLANS 4315 SHEET 218-237 - MEDIAN LIGHTING PLANS (NOT INCLUDED -CITY) --- SHEET 238-243 - MISCELLANEOUS REFERENCE DETAILS 4312 SHEET 244-247 - IEUA REFERENCE DETAILS 4.312 ABBREVIATIONS AC - ASPHALT CONCRETE APWA - AMERICAN PUBLIC WORKS ECR - ASSOCIATION BC - BEGIN CURVE BCR - BEGINNING OF CURB RETURN BVC - BEGINNING OF VERTICAL CURVE CL - CENTERLINE CAB - CRUSHED AGGREGATE BASE CB - CATCH BASIN CL - CHAIN LINK C&G - CURB AND GUTTER CONC - PORTLAND CEMENT CONCRETE DWG - DRAWING EA - EACH EC - END CURVE ECR - END OF CURB RETURN EG - EDGE OF GUTTER EP - EDGE OF PAVEMENT EVC - END OF VERTICAL CURVE FG - FINISHED GRADE FL - FLOW LINE FO - FOUND FS - FINISHED SURFACE GPS - GLOBAL POSITIONING STATION IEUA - INLAND EMPIRE UTILITY AGENCY LF - LINEAR FOOT LOC - LENGTH ON CURVE N/A - NOT APPLICABLE NO. - NUMBER Prepared Under The Supervislon Of 1 $ Q�ypFESS/ Q- F ti THOMAS T. KIM Z uj No. C 57374 A p.12-31 D- sT OIVIL �P 0 F C NO\ Date : 12/5/07 NRW - NON -RECLAIMABLE WASTEWATER PCC - PORTLAND CEMENT CONCRETE PRC - POINT OF REVERSE CURVE PVC - POLY VINYL CHLORIDE RCB - REINFORCED CONCRETE BOX RCP - REINFORCED CONCRETE PIPE R/W - RIGHT OF WAY SEC. - SECTION SF - SQUARE FOOT SPPWC - STANDARD PLAN FOR PUBLIC WORKS CONSTRUCTION SL - STREET LIGHT STA - STATION STD - STANDARD SW - SIDEWALK TC - TOP OF CURB TD - TOP OF AC DIKE TI - TRAFFIC INDEX VAR - VARIES W/ - WITH WI - WROUGHT IRON LLL- E 5WR - SEWER R17Ep - REIMFOR,GED EL'...PT—lc4L,. _ CITY OF FONTANA, CALIFORNIA JURUPA AVENUE STREET IMPROVEMENTS DRAWN BY: MM SCALE: ETIWANDA AVE. TO TAMARIND AVE.' NO SCALE DESIGNED BY: JT TITLE SHEET DATE. 12/5/2007 CHECKED BY: APPROVED BY: DRAWING NO.: TK 43 12 CITY ENGINEER DATE: /47