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Home My WebLink About5451-11. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK'. ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 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. 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 (909) 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 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. CURVE DATA REFERS TO THE FACE OF CURB. 14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 15.ADEQUATE CONSTRUCTION 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. 0.' 1 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL., INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CML 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. 18. 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. 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 20.ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. 21.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 22.NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 23.A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 24.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. 25.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. 26.ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 27.THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL 28.NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 29.ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 30.APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 31.PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. I. #.I 32.ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 33.ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 34.UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 35.CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. 36.AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. PREPARED FOR= SOLS EN NE is LIT /NDUSMML LIM/TED PARTNERSHIP NORCAL ENG/NEER/NG 2201 E. CAMELBACK ROAD, SUITE 225B SOILS & GEOTECHNICAL CONSULTANTS PHOENIX, AZ 85016 10641 HUMBOLT STREET PHONE: (602) 337-8730 LOS ALAMITOS, CA 90720 FAX: (770) 373-4940 PHONE: (562) 799-9469 A.B. -AGGREGATE BASE A.C. -ASPHALT CONCRETE B.C.R. -BEGINNING OF CURVE BLDG -BUILDING B.O.W. -BOTTOM OF WALL B.W. -BACK OF WALK C.L.F. -CHAIN LINK FENCE CONC. -CONCRETE C.F. -CURB FACE C.B. -CATCH BASIN q -CENTERUNE E.C.R. -END OF CURVE EXIST. -EXISTING E.P. -EDGE OF PAVEMENT F.G. -FINISH GRADE F.F. -FINISH FLOOR F.L. -FLOW UNE F.S. -FINISH SURFACE F.H. -FIRE HYDRANT G.B. -GRADE BREAK H.C. -HANDICAP H.P. -HIGH POINT INV. -INVERT M.H. -MANHOLE N.G. -NATURAL GRADE It- -PROPERTY LINE PB -PULL BOX P.P. -POWER POLE R/W -RIGHT OF WAY R.D. -ROOF DRAIN TRANS PAD -TRANSFORMER PAD T.B. -TOP OF BERM S = -SLOPE S.D. -STORM DRAIN S.L -SIGHT UNE ST.LT. -STREET UGHT T.G. -TOP OF GRATE T.C. -TOP OF CURB TOP -TOP OF SLOPE TOE -TOE OF SLOPE WM -WATER METER WV -WATER VALVE UTILITY CONTACTS POKAO 19659 FONTANA CA IFORNIA SAN BERNARDINO COUNTY FLOOD CONTROL 825 E. THIRD STREET, ROOM 140 SAN BERNARDINO, CA 92415-0835 PHONE: (909) 387-8256 ATTN: TOM WILLIAMS FONTANA WATER COMPANY 15966 ARROW ROUTE FONTANA, CA 92355 PHONE: (909) 822-2201 ATTN: BRENDA FOWLER SOUTHERN CALIFORNIA GAS COMPANY 1981 W. LUGONIA AVE. REDLANDS, CA PHONE: (909) 335-7965 ATTN: ED SANTILLAN AT&T 1265 VAN BUREN ST. M80 ANAHEIM, CA 92807 PHONE: (714) 666-5614 ATTN: LEE QUEST SOUTHERN CALIFORNIA EDISON 7951 REDWOOD AVENUE FONTANA, CA 92336 PHONE: (909) 549-5345 ATTN: JEFF HUDSON TIME WARNER 17777 CENTER COURT DR. 8TH FLOOR INDEX MAP SCALE: l' = 150' CERRITOS, CA 90703 MATE 84GDMEENS NOTE TO CONTRACTOR PHONE. (562) 677-0263 - ATTN: JOHN CHRISTIANSEN T 17,037 SF 0 FONTANA UNITED SCHOOL DISTRICT A 9680 CITRUS AVENUE EX. WATER METER AND SERVICE TO BE REMOVED (BY FONTANA WATER COMPANY)- 7 EA FONTANA, CA 92335 T0 PHONE: (909) 357-5000 X 29455 T R ATTN: SHERRI WHITTEN T INLAND EMPIRE UTILITY AGENCY C (FOR SEWER) F 6075 KIMBALL AVENUE I CHINO, CA 91708 T PHONE: (909) 993-1696 B ATTN: LIZA MUNOZ „ HE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTIUTY PIPES, CONDUITS, R STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE VAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON HESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABIUTY AND ESPONSIBIUTY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN ON HESE DRAWINGS. ONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBIUTY OR JOB SITE CONDITIONS DURING COURSE OF CONSTRUCTION OF THIS PROJECT, NCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL PPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT HE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE COUNTY OF SAN ERNARDINO, THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, EAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, KCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGUGENCE OF THE OWNER OR THE NGINEER. TOLL FREE �r 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT BASIS OF BEAF&M THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM (CCS83), ZONE 5, NORTH AMERICAN DATUM 1983 (NAD83) BASED LOCALLY ON CONTINUOUSLY OPERATING REFERENCE STATIONS (CORS) "LORS" AND "EWPP" AS SHOWN HEREON (BASIS OF BEARINGS: S 81'29'26" E). ALL BEARINGS SHOWN HEREON ARE GRID BEARINGS. CITY OF FONTANA BENCHMARK NO. "289" FOUND RAILROAD SPIKE IN THE NORTHWEST SIDE OF POWERPOLE NUMBER 61319 AT THE NORTHEAST CORNER OF THE INTERSECTION OF SANTA ANA AVENUE AND CATAWBA AVENUE EL&AnON = 10,32.22' 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 STANDARDS IN EFFECT. OffM/pN W \ 2 * RC.E NO. 56155 r ,t�jnExp.12-31-16 Q y,F cIV 1V OF C A\,\�` SAN BERNARDINO FRWY � w w !0! Z '< < Z A ANA AVENUE m ME W d Z E a N H C) U J U JURUPA AVENUE CITY OF O FO ANA VICINITY MAP N.T.S. CONSTMCMN NOTES- OUAKWY 1O SAW -CUT & REMOVE EXISTING ASPHALT PAVEMENT. 17,037 SF 2O REMOVE ALL EXISTING TREES/SHRUBS/ TREES STUMPS WITHIN R/W. N/A 3O EX. WATER METER AND SERVICE TO BE REMOVED (BY FONTANA WATER COMPANY)- 7 EA 4O EXISTING POWER POLE TO BE REMOVED & UNDERGROUNDED BY OTHERS. 5 EA 5O EXISTING POWER POLE & GUY ANCHOR TO BE REMOVED BY 0TH W. 3 EA 0 REMOVE EXISTING MAILBOX. 6 EA 0 PLUG EXISTING STORM DRAIN PIPE 4 EA 8O REMOVE EXISTING STAND PIPE 1 EA O CONSTRUCT 5.00" MIN. A.C. OVER 8" AGG. BASE, 1,359 TONS A.C. / 2,188 TONS A.B. OVER NATIVE MATERIAL COMPACTED TO 95% 10 REMOVE/RELOCATE EXISTING STREET SIGN PER CITY OF FONTANA STDS. 1 EA 11 RELOCATE EXISTING FIRE HYDRANT (PER FONTANA WATER COMPANY) 4 EA 12 REMOVE EXISTING SITE WALL 141 LF 13 ADJUST EXISTING GAS VALVE TO GRADE. 1 EA 14 ADJUST EX. WATER VALVE TO GRADE (BY FONTANA WATER COMPANY) 2 EA 15 REMOVE EXISTING WROUGHT IRON FENCE 1.44 LF 16 CONSTRUCT SIDEWALK PER FONTANA STD. PLAN 1006. 12,574 SF 17 CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. PLAN 1002 (MODIFIED PER DETAILS ON SHEET 2). 2,938 SF 18 CONSTRUCT 18" PERVIOUS CONCRETE GUTTER ADJACENT TO 8" CONCRETE CURB PER (STREET SPECIFIC) DETAILS ON SHEET 2. 1,928 LF 19 CONSTRUCT 8" CURB PER CITY OF FONTANA STD. PLAN 1000. 1,928 LF 20 COLD PLANE & OVERLAY EXISTING AC PAVEMENT, MIN. DEPTH 0.10' (WIDTH PER PLAN) SEE DETAIL ON SHEET 2. 12,791 SF (D CONSTRUCT PARKWAY CULVERT PER S.P.P.W.C. STD. PLAN NO. 151-2 2 EA (WIDTH PER PLAN) SEE DETAIL ON SHEET 2. 22 PROPOSED 12" WATER UNE MAIN EXTENSION (BY FONTANA WATER COMPANY) N/A 23 PROPOSED FIRE HYDRANT (BY FONTANA WATER COMPANY). 1 EA 24 PROPOSED WATER METER (BY FONTANA WATER COMPANY). 2 EA 25 EXISTING STREET LIGHT. SEE STREET LIGHT PLAN. 1 EA 26 PROPOSED STREET LIGHT (SEE ST. LIGHTING PLANS). 11 EA 27 PROPOSED FIRE D.D.CA TO BE INSTALLED (BY FONTANA WATER COMPANY). 2 EA CONSTRUCT CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD. 28 PLAN 1003 (SEE DETAIL ON SHEET 3). 1 EA 29 PROPOSED PUBLIC STORM DRAIN (SEE STORM DRAIN IMPROVEMENT PLANS). N/A 30 PROPOSED PUBLIC SEWER (SEE SEWER IMPROVEMENT PLANS) N/A 31 RELOCATE EXISTING PULL BOX. CONTRACTOR TO COORDINATE 2 EA 32 RELOCATE EXISTING UTILITY CABINET. CONTRACTOR TO COORDINATE 1 EA 33 EX. WATER METER TO BE RELOCATED (BY FONTANA WATER COMPANY). 1 EA SHEEI' WEDIC I TITLE SHEET - CONSTRUCTION NOTES & QUANTITY ESTIMATES 2 DETAILS 3 CATAWBA AVENUE FROM STA. 38+86.59 ECR TO STA. 44+00.00 4 SANTA ANA AVENUE FROM CATAWBA AVENUE TO STA. 19+00.00 5 SANTA ANA AVENUE FROM STA. 19+00.00 TO CITRUS AVE 6 CITRUS AVENUE FROM SANTA ANA AVE TO STA. 45+00.00 7 TYPICAL SECTION FOR CATAWBA AVENUE (STA.39+00.00 TO STA.32+50.00) 8 TYPICAL SECTIONS FOR SANTA ANA AVENUE (STA.11+00.00 TO STA.22+00.00) 9 TYPICAL SECTIONS FOR CITRUS STREET (STA.38+27.74 TO STA.44+00.00) Prepared Under The Supervision Of Thi8178s Engin88,ing, /nC, CML ENG/NEER/NG • LAND SURWMG 14349 F7RESTONE BOULEVARD LA MIRALK G4UFORNA 90638 PM.(714)Ml-4811 FAX(714)521-417J REINHARD STENZEL RCE NO. 56155 WD/D# 8-436C375148 DR 15-08 CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN DRAWN Y.SEEFRIED FONTANA P.M. 19659 � SHOWN GP SANTA ANA AVENUE, CITRUS AVENUE. & CATAWBA AVENUE TFIE SHEET DESIGNED BY: DATE: GP _.C�RUCTJON 90AS. & QUANTITY ESTIMATES CHECKED BY: APPR • �� DRAWING NO.:mg DATE: 5451ISR c N I