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Home My WebLink About6258-1GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE CITY O F FONTANA STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. SEWER IMPROVEMENT PLAN 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. O 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 ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL POLICIES, 3 METHODS 0. PARCEL MAP 20447 SANTA ANA AV E N U E 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 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 W TIMES. n 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. Z 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE W 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. > E 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. Q 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 11. THEWORKING CONTRAC ORBEFORE HALLEXCAVATION, COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, Q 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. SHEET 3 SHEET 4 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. STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED. a = 14. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE 7 PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. _ 1� 15. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE- - - CITY ENGINEER. SANTA ANA AVENUE 16. REMOVAL AND REPLACEMENT OF EXISTING SURVEYCONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 17. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 18. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 19. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. CONSTRUCTION NOTES 20. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. SHEET INDEX 21. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE REM DESCRIPTION QUANTITY RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. SHEET 1 TITLE SHEET 22. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE O INSTALL 8" (EXTRA STRENGTH) VCP SEWER LINE (TRENCH PER CITY STD. 1008, N SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. SHEET 2 SANTA ANA AVENUE PLAN & PROFILE 1 BEDDING PER CITY STD. 2009) 642 LF 23. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 50' 0' 25' 50' 24. IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT SHEET 3 SANTA ANA AVENUE PLAN & PROFILE O CONSTRUCT 48" SEWER MANHOLE PER CITY STD. 2001 2 EA MORE THAN 150 FEET FROM THE DOWNSTREAM MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL FOR TERMINAL CLEANOUT. 3O INSTALL 6" VCP SEWER LATERAL PER CITY STD. 2005 49 LF SCALE: 1 ° = 50' 25. SANITARY SEWER LINES SHALL BE CONSTRUCTED OF EXTRA STRENGTH VITRIFIED CLAY PIPE (V.C.P.) MANUFACTURED IN ACCORDANCE WITH ASTM C700, USING TYPE "G"JOINTS (POLYURETHANE COMPRESSION), OR SOLID WALL SDR 26 UNPLASTICIZED PVC PLASTIC PIPE MANUFACTURED ® REMOVE 8" PLUG AND JOIN 8" VCP 1 EA IN ACCORDANCE WITH ASTM D3034 USING ELASTOMERIC GASKET JOINTS. 26. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. SO CONSTRUCT TRENCH REPAIR PER CITY STD. 1008 49 LF 27. SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN O PLUG END PIPE FOR FUTURE CONNECTION (PIPE PER PLAN). 1 EA ALIGNMENT. 28. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. *EX. **EX. EX. WILY WILY S•LY 29. ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. R/W R/W r R/W 30. TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12" BELOW THE GROUND SURFACE. WHEN PUBLIC UTILITY _ 90' EASEMENTS EXIST NEXT TO THE STREET RIGHT OF WAY, THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS MEASURED FROM THE UTILITY EASEMENT. Z 46' 44' 31. THE SEWER CONTRACTOR SHALL STAMP AN °S° IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. J - 14' 30' 32. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER 2' 44' AND ALL AFFECTED AGENCIES IMMEDIATELY. 1 12' 34' 11' 15, f 29' 33' t 33. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. PARKWAY PARKWAY 34. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 0: 35. APPROVED SOIL STERILANT 15 REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 36. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON I I w a COMPLETION OF PAVING. i 2% 2% _ 37. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 38. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO TYPICAL SECTION THE CITY ENGINEER. PROP STREET SPECIAL NOTES IMPROVEMENTS PER SANTA ANA AVE SEPARATE PLAN *FROM STA. 10+00.00 TO STA 12+67.44 FROM STA. 14+11.92 TO STA. 16+08.94 1. THE REMOVAL AND DEMOLITION OF EXISTING STRUCTURES SHALL BE AS PER SEPARATE PLAN CHECK AND PERMIT. "FROM STA. 16+08.94 TO STA. 16+15.34 2. A PAD CERTIFICATION, A COMPACTION REPORT AND ANY OTHER REQUIRED DOCUMENTS SHALL BE PROVIDED TO THE BUILDING INSPECTOR AT CIVIL ENGINEER'S NOTICE TO CONTRACTOR ROUGH GRADING INSPECTION. 3. BUILDER SHALL PROVIDE THE BUILDING INSPECTOR WITH A FINAL PRECISE GRADING CERTIFICATE FROM THE ENGINEER OF RECORD PRIOR TO 1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF MY BUILDING'S FINAL INSPECTION. KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTION AND ANY MEASURES TO PROTECT THE UTILITIES 4. A PAD CERTIFICATION, A COMPACTION REPORT AND ANY OTHER REQUIRED DOCUMENTS SHALL BE PROVIDED TO THE BUILDING INSPECTOR AT AND STRUCTURES SHOWN AND OTHER LINES OR STRUCTURES NOT OF RECORD OR NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO, THESE ROUGH GRADING INSPECTION. UTILITY LINES OR STRUCTURES. 5. PROPOSED BLOCK WALLS SHALL BE PLACED 2" MAXIMUM FROM PROPERTY LINE. 2. THE CONTRACTOR AGREES THAT HE WILL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY 6. ALL CATCH BASIN COVERS/CRATES SHALL BE TRAFFIC RATED. OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY AND NOT BE LIMITED TO A NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY 7. EROSION CONTROL MEASURES AND MANAGEMENT PLAN SHALL BE INCLUDED IN SET OF PLANS. ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER, OR ANY PUBLIC AGENCY. UNAUTHORIZED CHANGES AND USES 3. THE ESTIMATES OF IMPROVEMENT QUANTITIES AS SHOWN HEREON ARE PROVIDED ONLY FOR THE PURPOSE OF SATISFYING DISTRICT PLAN INFORMATION REQUIREMENTS. THE CONTRACTOR SHALL PERFORM AN INDEPENDENT ESTIMATE OF ALL IMPROVEMENT QUANTITIES AND SHALL USE SAME AS A BASIS FOR HIS BID(S) AND CONTRACT(S). WESTLAND GROUP WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO, OR USES OF THESE PLANS, ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY WESTLAND GROUP. 4. CONTRACTOR TO VERIFY CLEARANCE AT ALL UTILITY CROSSINGS. IF INTERFERENCE OCCURS, OTHER THAN NOTED ON PLAN. CONTRACTOR TO CONTACT DESIGN ENGINEER FOR POSSIBLE REDESIGN. W 0!.0•lim 0all 9111 NO! Wil 111 Cull:TOII FREE OF THE DATE OF APPROVAL SHOWN HEREON AND `'\. �Y,811 ENGINEER MAY REQUIRE REVISIONS TO THE PLANS O CARRIED FORTH IN A DILIGENT MANNER, THE CITY CONFORMANCESTANDARDS IN EFFECT. PLANS PREPARED 2-1/2" BRASS DISC STAMPED "CITY OF FONTANAB LOCATION: INT TOP OF CONCRETE CURB AT THE NW CORNER OF SANTA ANA AVENUE & CATAWBA LAND •1 / 1 TGroup, O BASIS I • --11111■11111■11111■ THE BEARING OF FOR THE CENTERUNE OF SANTA ANA AVENUE AS SHOWN ON PHONE: (909) 989-9789 FAX: (909) 989-9660 ORD OF SURVEY 09-171, FILED IN BOOK 144, PAGE 4 OF RECORDS OF SURVEY IN THE Q vIrINITV RRAD UTILITY NOTIFICATIONS CITY OF FONTANA PACIFIC BELL CO. ATTN: CARLOS NAVARRO ATTN: VIRGINIA BECKER 8353 SIERRA AVENUE 3939 E. CORONADO STREET FONTANA, CA 92335 ANAHEIM, CA 92807 (909) 350-6632 (714) 666-5467 FONTANA WATER COMPANY COMCAST (CABLE TV) ATTN: MICHAEL J. MCGRAW ATTN: JACK HAYES 8440 NUEVO AVE. 1205 DUPONT AVE. FONTANA, CA. 92235 ONTARIO, CA 91761 (909) 822-2201 (909)390-4738 CRAWFORD CANYON MUTUAL WATER CO. GENERAL TELEPHONE CO. ATTN: BILL VANDERKIEFT, JR. ATTN: STEVE HOCK (619) 868-6040 1400 E. PHILLIPS BLVD. ONTARIO, CA. 91766 UNDERGROUND SERVICE ALERT (800) 422-4133 (800) 422-4133 SOUTHERN CALIFORNIA EDISON COMPANY SOUTHERN CALIFORNIA GAS COMPANY 300 N. PEPPER STREET ATTN: DENNIS FREEMAN RIALTO, CA 92376 1981 W. LUGONIA AVE. (909) 820-5598 -- UNDERGROUND REDLANDS, CA 92374 (909) 875-5100 -- TRANSMISSION (909) 335-7547 (213) 637-1233 -- PIPELINES EMERGENCIES: (800) 427-2200 SAILS FNGINFFR APPI WANT ARCHITECT HPA 18831 BARDEEN AVENUE, SUITE 100 IRVINE, CA 92612 ATTN: CHARLES WANG PH: 949-862-2165 200 SPECTRUM CENTER DRIVE, SUITE 1600 IRVINE, CA 92618 ATTN: KYLE FICKE PH: 949-797-7037 OWNER/DEVELOPER DUKE REALTY 200 SPECTRUM CENTER DRIVE, SUITE 1600 IRVINE, CA 92618 ATTN: KYLE FICKE PH: 949-797-7037 CIVIL ENGINEER WESTLAND GROUP INC. 4150 CONCOURS, SUITE 100 ONTARIO, CA 91764 TEL (909)-989-9789 CONTACT: SIARA R. MACKINEY LEGEND & ABBREVIATIONS: - - PROPERTY LINE/RIGHT-OF-WAY AC ASPHALT CONCRETE CENTER LINE BW BACK OF WALK PROPOSED MAJOR CONTOUR CB CATCH BASIN PROPOSED MINOR CONTOUR C&G CURB & GUTTER {1222� EXISTING MAJOR CONTOUR C CENTERLINE CURB FACE EXISTING MINOR CONTOUR E OP EDGE OF PAVEMENT - - - - - FLOWLINE GB GRADE BREAK 0 FIRE HYDRANT FG FINISH GRADE ❑ MW WATER METER FL FLOW LINE O STORM DRAIN MANHOLE FS FINISHED SURFACE HP HIGH POINT T SIGN LS LANDSCAPE STREET LIGHT PCC PORTLAND CEMENT CONCRETE TRAFFIC SIGNAL It PROPERTY LINE GUYWIRE RG RIDGE POWER POLE TB TOP OF BERM TC TOP OF CURB WATER VALVE TYP TYPICAL INT INTERSECTION S/W SIDEWALK BCR BEGINNING OF CURB RETURN ECR END OF CURB RETURN AVE. AVENUE EX. EXISTING PROP. PROPOSED PB PULL BOX V VALVE CITY OF FONTANA, CALIFORNIA SEWER IMPROVEMENT PLAN DRAWN BY: SC PARCEL MAP 20447 SCALE: SANTA ANA AVE AS SHOWN DESIGNED BY: SC TITLE SHEET DATE: 11/14/202 CHECKED BY: SRM APPROVED BY: _ (,�:.", oaTE:12/6/2022 DRAWING NO.: GIA LAM KIM CITY ENGINEER R.C.E.: 62296 6258