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Home My WebLink About5822-11. ALL WORK SHALLBE ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STAia•,1 LATESTPLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUC11ON ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE / ! OTHERWISE NOTED. CONFLICT2. MEN A TECHNICAL ! 1 TO EXIST IN THE CONTRACTDOCUMENTS NOT BE O 1 BY REFERENCE it PRECEDENCE ! 1 :1i CONTRACTOR S,LL IMMEDIATELY TEETER ! CONFLICT TO THE CITY ENGINEER i RESOLUTION. MATERIALS3. ALL / METHODS A. SUBJECT TO APPROVAL ,, OF • 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ii PUBLIC RIGHT-OF—WAY CALL 90 350-7610. 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC ED11ION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. f. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS i• OTHER TRAFFIC CONTROL 7. THE CONTRACTOR SOBTAIN i PERFORM EXCAVATION OR TRENCH r FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF F f A 29. ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 0 TERMINATE ALL 4" HOUSE SEWER LATERALS INSIDE!BELOW THE GROUND ii SURFACE. , PUBLIC •rEASEMENTS EXIST NEXT TO THE STREET RIGHT OF WAY, THE LATERAL • 1 SHALL TERMINATE 1 INSIDEi 1. MEASURED • i FROM EASEMENT. 31. THE SEWER CONTRACTOR SHALL STAMP AN "Sm IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 32. IF EXIS11NG U11UTIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 33. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED,INSPECTED AND APPROVED. 34. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF ` 35. APPROVED w■!! SOIL STERILANT IS REQUIRED UNDER ,,.! r ALL NEW ASPHALT . ■ PAVEMENT PRIOR TO • i 36. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 37. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, OTHER TRAFFIC CONTROLDEVICES TO THE SATISFACTIONOF TRAFFIC ( ENGINEER. 38. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OR RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 1:11rikim"Alill'il lljq�l TO CONTRACTORSO THE EXISTENCE AND LOCATION OF 1 -! D JTILITY PIPES • STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE iEST OF OUR KNOWLEDGE THERE ` SHOWNRE NO EXISTING J11LI11ES EXCEPT AS ON THESE PLANS. ALL CONTRACTORS Ai SUBCONTRACTORS PERFOR1,11RIG WORK SHOWNON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT AH EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFEIY A! ENGINEERHEALTH REGUIATIONS"OF THE U.S DEPARTMENT OF LABOR, AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELA11ONS "CONSTRUCTION SAFETY ORDERS THE CIVIL SHALL NOT RESPONSIBLE IN ANY WAY FOR ! `` , 1 SUBCONTRACTORS' COMPLIANCE"OCCUPATIONAL SAFETY AND HEALTH REGULATIONS"OF THE U.S * DEPARTMENT OF LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS'"CONSTRUCTION SAFETY ORDERS . CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETERESPONSIBILITY i i:: SITE COND111ONS DURINGi OF i ' i OF PROJECT,THIS i OF r i AND HOURS;PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING AND THAT THE CONTRACTOR DEFEND, INDEMNIFY!; HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION NTH THE PERi• OF i' ON PROJECT, EXCEPTING FOR ANY LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF OWNER OR ENGINEER. CITY ACCEPTANCE OF PLANS DOES NOT RELIEVE THE ERRORSDEVELOPER FROM RESPONSIBILITY FOR THE CORREC11ON OF AND Ot i DURING! ! UPON Ri OF , ! REQUIRED ; GENERALLYREVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE NTH ACCEPTED CONSTRUCTION r PRACTICES s , CONSTRUCTION CONTRACTOR BE REQUIREDi 1 COMPLETE RESPONSIBILITY FOR JOB SITE COND11IONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFEIY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINOUSLY AND NOT 1 TO NORMAL WORKING CONSTRUCTION CONTRACTOR AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE i. WORK ON 'f EXCEPTING LIABILITY ARISING FROM ! DESIGN PROFESSIONAL ■!i ,. i t f INDEX MAP r=,od - SEWER CONSTRUCTION NOTES QTY. 13 CONSTRUCT NEW SEWER MANHOLE PER CITY STD. DWG. 2001 2 EA 14 CONSTRUCT 8" DIA. VCP SEWER MAIN LINE MATH PIPE BEDDING 384 L.F. 15 CONSTRUCT 4" DIA.`VCP SEWER LATERAL WITH PIPE BEDDING PER CITY STD. DWG. 2005 423 L.F. Q6) REMOVE EX. SEWER LATERAL 58 L.F. R/W WEST L- 5' SIDEWALK CURB CU 0 SEWER MAIN � WATER MAIN TYPICAL WATER AND I-S-EWER, LO-CATI.-ON'. NOT i SCALE iL1. 0192-242-58 r 161 N- r 2 rFONTANA, CA 92335 ZONING. 1L l ! i SHEET INDEX* SHEET 1: TITLE SHEET SHEET 2: SEWER PLAN AND PROFILI �SCO n 66 ANASTASiA AVENUE uj NJ uj JCT I MERRILL STREET RANDALL AVEUWE w SAN BERNARDINO AVENUE a W c, VALLEY BOULEVARD INTERSTATE 10 10 MUM MAE NTS THOMAS BROS. MAPS 2006 EDITION COORDINATES PAGE 605 B3 ri•i SEWER LATERAL PER CITY i DWG. UTILITY CONTACTS: R/W EAST ELECTRIC SEWER SOUTHERN CALIFORNIA EDISON CITY OF FONTANA 501 SOUTH MARENGO AVENUE 8353 SIERRA AVENUE BLDG "E" FONTANA, CA 92335 ------"'—" ALHAMBRA, CA 91802 909-350-6632 626-308-6313 ATTN: ORLANDO OLIVAS iyAIE$ FONTANA WATER COMPANY QAs_ 11142 GARVEY AVENUE THE GAS COMPANY El MONTE, CA 91733 1918 WEST LUGONIA AVENUE 626-448-6183 REDLANDS, CA 92374 ATTN: LUIS MONTENEGRO 909-335-7715 ATTN: DENNIS WARE, PLANNER CABLE 'TELEVISION TELEPHONE TIME WARNER TELECOM AT&T 3281 EAST GUAS11 ROAD 510-645-2929 SUITE 350 ATTN: SUSAN BLACKBURN ONTARIO, CA 91761 909-456-3652 ABAND ABANDON ANSI AMERICAN NATIONAL STANDARDS INSTITUTE ASTM AMERICAN SOCIETY FOR TESTING MATERIALS AWWA AMERICAN WATER WORKS ASSOCIATION BC BEGIN CURVE BFV BUTTERFLY VALVE OLD FLG BLIND FLANGE BO BLOW OFF BOT BOTTOM CTS CATHODIC TEST STATION CO CLEAOUT CL/CC CEMENT MORTAR LINED/CEMENT MORTAR COATED CPLG COUPLING DIP DUCTILE IRON PiPE E EAST EC END CURVE ELEC ELECTRICAL ESMT EASEMENT EX EXIST FH FIRE HYDRANT FLG FLANGE OR FLANGED FL FLOWLINE G GAS LINE OR SERVICE GPM GALLONS PER MINUTE GV GATE VALVE HPI HORIZONTAL POINT OF INTERSECTION IV INVERT ELEVATION iPS IRON PIPE SIZE H MANHOLE N NORTH PVC POLYVINYL CHLORIDE S SEWER MAIN OR HOUSE LATERAL SCO SEWER WATER CLEAN OUT SD STORM DRAIN ST LT STREET LIGHT T TELEPHONE UG UNDERGROUND VCP VITRIFIED CLAY PIPE VPI VERTICAL POINT OF INTERSECTION W WEST WM WATER METER