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Home My WebLink About4811-11. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION (nGREEN BOOK°). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2. WHEN A TECHN I CAL COWL I CT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "CEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONI._ I CT TO THE CITY ENGINEER FOR RESOLUTION. 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINING DIVISION PRICK THE START OF ANY WOW. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROS DESCRIBED IN THE STATE OF CALIFORNIA MAWAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 13. ADEQUATE CONVSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 14. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 15. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENG I NEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS C I ONSTRUCT I OV SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE BL ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 16. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIME IN THE C(NVSTRUCTION AREA FOR RES I DENTS AND EMERGENCY VEHICLES. 17. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIME. 18. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DELIS TO BE DEPOS I TED ONTO PURL I C OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONNSTRUCT I CNV W I THIOUT PRIOR WRITTEN APPROVAL. 19. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 20. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THE THAT PORTION OF THE WORK U>NITIL THE SPECIFIED DENSITY IS OBTAINED. 21. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 22. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 23. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 24. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 25. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 26. SEE LANDSCAPE PLANS FOR REMOVAL AND PROTECTION OF ALL TREES, SHRUBS, IRRIGATION, AND OTHER LANDSCAPING. 27. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO BIDDING. CHECK WITH ARCHITECT/ENGINEER FOR ITEMS NOT SHOWN ON PLAN. 28. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. BASIS OF BEARING THE BEARINGS HEREON ARE BASED ON THE CENTERLINE OF VALLEY BOULEVARD BEING N 89-28-58.00 E, AS SHOWN ON PARCEL MAP 12433, P.M.B. 165/35-36 0. R. BENCHUARK ELEVATIONS AS SHOWN HEREON ARE IN TERMS OF THE VERTICAL DATUM OF 1929 BASED LOCALLY UPON THE FOLLOWING CITY OF FONTANA BENCH MARKS: NAME NGVD 29 ELEV. (FT.) 586 114 0.951 438 114 0.418 FFv..••••n t4'. +� .tA`L, .� n.-. .'0 ,;"F.1 140 3 R CT �'I-L wjfu,f �2 l ^�-1-' ' �' YGOLD -- --=- -- DR o ¢w SIERRA DR _- �, PLAZA SOUTH VALLEY _BLVD - _ ¢ j Q ► INLAND r. �AYLOR JAV I I EMPIRE _ _ { CENTER DR - z Q i a AV DYLE i 1 02005 Thomas Bros. Mapst --� I Q CITY OF Ji)NA DEMOLITION, STREET, STORM DRAIN, TRAFFIC, AND SIGNING AND STRIPING IMPROVEMENT PLANS I - FOUNOATION HOSP , VINDARD J KAISER FOUNDATION IIAcLEr HOSPfTAL CEN7FR , �'Q 1 Q El id , VICINITY MAP FOR CONSTRUCTION AT SIERRA AVENUE BETWEEN VALLEY BOULEVARD AND MARYGOLD AVENUE VALLEY BOULEVARD BETWEEN SIERRA AVENUE AND PALMETTO AVENUE MARYGOLD AVENUE BETWEEN SIERRA AVENUE AND PALMETTO AVENUE aSTrn Q - National Facilities Services 13 INSTALL 7" MIN. AC OVER 12" MINIMUM OF 95% COMPACTED ,. 3 o , ��DR O ..J POLE OR POST 17 INSTALL 4.5" MIN. AC OVER 12" MINIMUM 95% COMPACTED NATIVE z - ,-'1,dh1BARDYj (a L_ F` 15 INSTALL 3" MIN. AC OVER 6" A.B. LN ( o o o { - --i IRIS DR 7T I-' I' 71,-' 1.-' 1' -' 1'771 C I oil 800 1600 SL■ ■ C _ r d-_ HATCH LEGEND National Facilities Services 13 INSTALL 7" MIN. AC OVER 12" MINIMUM OF 95% COMPACTED Q j Oakland, California NATIVE SUBGRADE POLE OR POST 17 INSTALL 4.5" MIN. AC OVER 12" MINIMUM 95% COMPACTED NATIVE z SIGN SUBGRADE / 15 INSTALL 3" MIN. AC OVER 6" A.B. SCALE: AS SHOWN o o CONSTRUCT DRIVEWAY APPROACH PER CITY OF FONTANA STD. PLAN 1002, SHEET 2, 8 CONCRETE 7T I-' I' 71,-' 1.-' 1' -' 1'771 DATE: \ 21 INSTALL 6" CONCRETE PAVEMENT OVER 6" A.B. UTILITY BOX OCONSTRUCT SIDEWALK PER CITY OF FONTANA STD. PLAN NO. 1006, WIDTH PER PLAN I � WATER METER Cn % OCOLD MILL 1" OFF EXISTING AC CONCRETE PER SECTION 302-5.2 SSPWC SPRAY WITH TACK COAT PER SECTION 302-5.4 SSPWC OVERLAY WITH AC, THICKNESS BETWEEN 1" AND 4■' Q � DIAL DA��BEORE DAYS YOU DIG YOU DIG ADDED �-�- FREE 1-800-227-2600 DRAWING INFORMATION 7/26/12 TCC A PUBLIC SERVICE BY UNKRGWM SERVICE ALERT REV. REVISION DESCRIPTION DATE ENGR. CITY I I : t �� IIttrri I r--trrm-rrrl ;l �-i, f7 LEGEN _ r „ -T - DE I I ' NT, Q ❑ .r r... ------------------ 0 ------ . 0 STORM I ,-DRAIN--- - SIGNING & STRIPING QTRAFFIC SCALE: 1" = 300' t (- i:1 a.Lrljit SII �I•(�T.'.I`��,'li: ' mo i lam„ 1 (i7ii?� !�>✓, r+- - --, . I P ! I n I d � ` t , I [`_-• Ili it lr�y.-j�l t"__ '� '�j •. �'�'\t ,'I ,� � i I � �L _- ~'I' :.-mac ;i- • ff c - - n rr! T` 11� / - + LEGEND "- WIIPYlWNNO SHEET INDEX MAP UTILITY NOTIFICATION CITY OF FONTANA ENGINEERING DIVISION 8353 SIERRA AVENUE FONTANA, CA 92335 (909) 350-7610 SOUTHERN CALIFORNIA EDISON 7951 REDWOOD AVENUE FONTANA, CA 92336 (909) 357-6223 FONTANA WATER COMPANY 8440 NUEVO AVENUE FONTANA, CA 92335 (909) 822-2201 MARYGOLD MUTUAL WATER COMPANY 9725 ALDER AVENUE BLOOMINGTON, CA 92316 (909) 877-0516 PACIFIC BELL 5030 FOOTHILL AVENUE RIVERSIDE, CA 92503 (951) 358-0054 SOUTHERN CALIFORNIA GAS CO. 9781 SIERRA AVENUE FONTANA, CA 92335 (800) 427-2200 TIME WARNER CABLE 9820 SIERRA AVENUE, ST. G FONTANA, CA 92335 (800) 683-1000 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 CIN ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH DATE STANDARDS IN EFFECT. STREET GENERAL NOTES 1. CURVE DATA REFERS TO THE FACE OF CURB. 2. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 3. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. 4. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 5. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE aM AT THE LOCATION OF THE SEWER LATERAL. 6. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 7. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 8. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUS! AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOIL TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 9. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A CEOTECHN I CAL REPORT AND RM I TTED TO TIE CITY OF FONTANA FOR APPROVAL UPON COMfPL.ETION OF ROUGH GRADING. 10. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. STORM DRAIN GENERAL NOTES 1. ADVANCE CONSTRUCTION SIGNING IrDICATING DURATION OF PROJECT MALL BE IN PLACE ONE WEEK PRIOR TO IMPLEMENTING DETOURS. 2. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT IMFIERE OTFIERWISE NOTED. 3. NO OPEN TRENCH SHALL BE ALLOWED AT ThIE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 4. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF COPINECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF 0.EVATIONS OR LOCATIONS SHOWN ON THE PLANS. 5. IF EXISTING UTILITIES OR ANY OTHER FACILITIES COPFLICT WITH THE PROPOSED IAPROVEMEWTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IhMEDIATELY. 6. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 7. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 8. APPROVED SOIL STERILANT IS REWIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. SHEET INDEX DESCRIPTION TITLE SHEET DEMOLITION PLAN STREET IMPROVEMENT PLAN 0 STORM DRAIN IMPROVEMENT PLAN SIGNING AND STRIPING PLAN TRAFFIC SIGNAL MODIFICATION - - RIGHT-OF-WAY/PROPERTY LINE 0 LIMITS OF DEMOLITION RETAINING WALL/PERIMETER/ENCLOSURE WALL ® AERIAL TARGET ® DRAIN INLET O ELECTRIC BOX FIRE HYDRANT 0 PP POWER POLE F GUY WIRE LIGHT o o MANHOLE METER ° ® AIR VENT g RISER W ® ® IRRIGATION EQUIPMENT SS SD STORM DRAIN E ® STORM DRAIN STRUCTURE G pQ BACKFLOW PREVENTER T POC POINT OF CONNECTION SSD ENGINEER: PLANNING ■ DESIGN ■ CONSTRUCTION 14725 ALTON PARKWAY IRVINE, CALIFORNIA 92618-2027 CONSULTING 949.472.3505 ■ FAX 949.472.8373 ■ www.RBF.com Q�pF 'SS/ Prepared Under The Supervision Of C.rn DRAWN BY: _ JM No. 40565 DESIGNED BY: EXP 3-31-2013 � XP 1/-/1C� UAL �p�� Date : ?'ZL '� 2. CHECKED BY THfWAS C. OMA60Y R.C.E. 40585 DK � a- SHEET NO. 1 2-8 9-20 E 21-27 O 28-30 0 6 31-32 Ir - C\4 _ Kaiser Permanente QO National Facilities Services N Post Office Box 12916 KN%R MAMMEMMO 94604 Q j Oakland, California POLE OR POST 0 0 z SIGN Q ry BLOW -OFF VALVE SCALE: AS SHOWN o o VALLEY BOULEVARD STREET LIGHT DATE: c� TRAFFIC SIGNAL LIGHT Q UTILITY BOX o VALVE I � WATER METER Cn % 0 TELEPHONE EQUIPMENT PULLBOX In w TREE LL i WATER MAIN U) SANITARY SEWER ELECTRICAL LINE U 0 GAS LINE z 0 TELECOM LINE STOPPING SIGHT DISTANCE cr i - z 0 _ Kaiser Permanente o National Facilities Services Post Office Box 12916 KN%R MAMMEMMO 94604 Q j Oakland, California CITY OF FCALIFORNIA 0 0 TITLE SHEET "' SIERRA AVENUE SCALE: AS SHOWN o o VALLEY BOULEVARD DATE: RYGO�ffVENUE 10/12/09 Q APPROVED/ DATE:S',G ' /1 DRAWING NO.: % CITY ENGINEER R.C.E. 51152 48 1