The URL can be used to link to this page

Home My WebLink About1885-10 V) �js CL. m _j ? 9 *,-t z f) 1.4 11-- " V) W tc LQ -FONTANA 10 it [i [DI ID I I I I I I _+ I I lu. Fit INI. I\j I I I+ -,I I I + 41 SLOVER Ty T AVE. EWER INPROVEMEN T 74k J1O IFON fANA, CALIFORNIA ui ui Qf C> m: < U _j TRACT NOO 14631 w w CL w w w :> C) S� m a. U) JURUPA AVE. PROJECT SITE \\\M \\M I z JURUPA SAN BERNARDINO CO. REGIONAL JURUPA HILLS PARK RIVERSIDE CO. VICINITY MAP N. T. S. rj-�j Na r qj /- Oro 4 Ti lz INDEX. MAP SCALE : 1* = 100' PRIVATE ENGINEER'S NOTICE TO CONTRACTOR 1. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS, AND THOSE SHOWN OF THE RECORDS EXAMINED ARE SHOWN WITH THEIR APPROXIMATE LOCATION AND EXTENT. 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE NATURE OF EXISTING GROUND AND/OR THE FINISHED GRADE IN THE VICINITY OF THE PROPOSED CONSTRUCTION AREA IMMEDIATELY PRIOR TO CONSTRUCTION. 3. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. 4. THE CONTRACTOR SHALL UNCOVER ALL UTILITIES THAT HE MAY BE JOINING, CROSSING OR PARALLELING PRIOR TO ANY CONSTRUCTION TO VERIFY BOTH HORIZONTAL AND VERTICAL LOCATIONS. ANY CONFLICT OR DISCREPANCY SHALL BE BROUGHT TO THE ENGINEER a ATTENTION PRIOR TO CONSTRUCTION, OTHERWISE THE CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR ANY COSTS OF RELOCATION OR ADDITIONAL COSTS OF CONSTRUCTION. L GRAPHIC SCALE i J_�j 1\10, 1_/jl_lQ,2 8 EXISTING 12* STEEL WATER LIM 4 PRIVATE ENGINEER I S NOTE 0 L -L] LL_ L -Li L -L] L -Li 0 � f) THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE CITY. WATER LINE LOCATION THE WATER LINE LOCATrONS AS SHOWN HEREON ARE BASED ON OUR UNDERSTANDING OF THE INTENDED LOCATIONS ONLY. CONTRACTOR SHOULD VERIFY ALL WATER SYSTEM COMPONENTS PER PLANS BY FONTANA.WATER COMPANY DATED CONSTRUCTION NOTES AND QUANTITY ESTIMATES NO, ITEM TR 14631 UNIT INSTALL STANDARD MANHOLE PER CITY OF FONTANA STANDARD DETAIL 112. E. A. INSTALL TERMINAL MANHOLE PER CITY OF FONTANA STD. 112 & 114 CASE VI 4 E. A. INSTALL 8n VITRIFIED CLAY PIPE PER CITY OF FONTANA STANDARDS AND SPECIFICATIONS. 2447 L. F. INSTALL 4" SEWER LATERAL PER CITY OF FONTANA STANDARD DETAIL 125. 3578 L. F. INSTALL SEWER CLEANOUT PER CITY OF FONTANA STANDARD DETAIL 125 AT RL. 6"MIN. 6nMIN. 10" MAX. 10"MAX. SELECTED NATIVE SOIL rIn MAX. SIZE COMPACTED TO 90% cd =E Ld CL CL C) iKi_ . . ....... 1/4" TO 3/4 ROCK BEDDING TYPICAL BEDDING FOR 8 it VCP 10' OR DEEPER N. T. S. 6"MIN. 6"M I N. 10"MAX. 10"MAX. V 1" MAX. SIZE SELECTED NATIVE BEDDING COMPACTED TO 90% a C,j now A.- 11 TYPICAL BEDDING FOR 8 of VCP LESS THAN 10' DEEP 0. A4 IJJ NO. 1"CE 40982 EXV. 3-31-91 OF CA N. T. S. GENERAL CONSTRUCT I ON NOTES: I THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THESE PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD SPECIFICATIONS, PUBLIC WORKS DEPARTMENT, CITY OF FONTANA. REFER TO DEFINITIONS AND TERMS IN CITY STANDARD SPECIFICATIONS. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. OTHERWISE NOTED. 4. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS. 5. EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD. 6. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 7. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 5 ABOVE FROM CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. SEE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SECTION 306-1. 1. 6. 8. REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION STANDARD DETA,jL 129. 9. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORKS TO THE PLAN GRADES. CONTRACTOR SHALL NOTIFY THE ENGINEER 48 -HOURS PRIOR TO THE ANTICIPATED START OF CONSTRUCTION. 10. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE CITY OF FONTANA. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RESETTING OF ANY SURVEY MONUMENTS, STREET CENTERLINE MONUMENTS, OR BENCH MARKS WHICH ARE DISTURBED DURING CONSTRUCTION WHETHER THEY ARE SHOWN ON THE PLANS OR NOT. 1 12. ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED 6" BELOW FINISHED GRADE BY SEWER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRAdTOR AFTER COMPLETION OF PAVING. 13. ALL 4" HOUSE SEWER LATERALS SHALL BE INSTALLED ON A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 14. TERMINATE ALL 4" HOUSE SEWER LATERALS 3' INsrDE THE LOT WITH A PLUG. SHOULD A PUBLIC UTILITIES EASEMENT LIE CONTIGUOUS TO THE STREET RIGHT OF WAY, THE LATERALS SHALL EXTEND ACROSS THE EASEMENT AND TERMINATE 3' INSIDE THE LOT MEASURED FROM THE UTILITY EASEMENT LINE. 15. AN "X" SHALL BE PLACED ON THE CURB OVER LOCATIONS OF SEWER LATERALS BY THE SNER CONTRACTOR. 16. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE HORIZONTAL LOCATION AND VERTICAL ELEVATIONS OF ALL UTILITY CROSSINGS FOR ALL UTILITIES CONSTRUCTED PRIOR TO THE SEWER. ANY DISCREPANCIES SHALL BE MADE IN WRITING TO THE OWNER PRIOR TO CONSTRUCTION. 17. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWER POLES, WATER METERS, VALVES, HYDRANTS, IRRIGATION STRUCTURES, ETC., SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATED WITHIN AREAS TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION SHALL BE RELOCATED BY OTHERS. IT SHALL BE THE CONTRACTOR' S RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS. 18. PRIOR TO CONSTRUCTION OF THE WATER, SEWER, AND/OR STORM DRAIN LINES, THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER, SEWER, AND OR STORM DRAIN LINES WHERE CONNECTIONS WILL OCCUR AND VERIFY THEIR ELEVATIONS AND LOCATION. APPROVAL BY THE CITY OF FONTANA OF A PROPOSED CONNECTION TO A CITY FACILITY DOES NOT IMPLY APPROVAL OF THE CORRECTNESS OF THE ELEVATION AND/OR LOCATION AS SHOWN ON THE PLANS. 19. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE, LANDSCAPING IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAINAGE, FLOOD CONTROL SYSTEMS, ETC. 48 -HOURS PRIOR TO EXCAVATION NEAR THEIR FACILITIES, NOTIFY: CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CALIFORNIA 92335 TELEPHONE (714)350-7610 SO. CALIF. GAS COMPANY -DISTRIBUTION FACILITIES 570 4TH STREET, P.O. BOX 6226 SAN BERNARDINO, CALIFORNIA 92408 TELEPHONE (714)884-9411 OR (800)422-4133 U.S.A. SO. CALIF. GAS COMPANY -TRANSMISSION DEPARTMENT 2191 BIRCH STREET BREA, CALIFORNIA 92621 TELEPHONE (714)529-2889 OR (800)422-4133 U.S.A. SOUTHERN CALIFORNIA EDISON COMPANY 1351 E. FRANCIS AVENUE, P.O. BOX 513 ONTARIO, CALIFORNIA 92621 TELEPHONE (714)947 -2996 -UNDERGROUND POWER (714)875 -5100 -TRANSMISSION (213)637 -1233 -PIPELINES, OR (800)422-4133 U.S.A. GENERAL TELEPHONE COMPAk 245 N. MOUNTAIPI VIEW AVENUE POMONA, CALIFORNIA 91766 TELEPHONE ( 213) 357-2257 OR ( 800) 422-4133 U. S. A. SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT 825 EAST THIRD STREET SAN BERNARDINO, CALIFORNIA 92408 TELEPHONE (714)383-1665 PACIFIC TELEPHONE & TELEGRAPH COMPANY 3073 ADAMS STREET RIVERSIDE, CALIFORNIA 92504 TELEPHONE (714)359-2585 OR (800)422-4133 U.S.A.