The URL can be used to link to this page

Home My WebLink About4819-1GENERAL NOTES 1. 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 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 BENCH MARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 16. THE CONTRACTOR SHALL * NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT -PRIOR. • NOTIFICATION TO THE CITY ENGINEER. e L Q 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENTS, MONUMENT TIES AND BENCH :MARKS, SHALL BE DONE BY 0 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 n qn THAT TIES Tn AhnNIIMFNN rAN RF FSTARI Igwn -FnR 1 ATFR RFPI ACFMFNT OF l.. THE MONUMENT. n 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 ZE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN, AN EFFECTIVE MEANS OF DUST c; CONTROL, INCLUDING ADEQUATE WATERING AT ALL TIMES. 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES o 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 - 3 WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. o: o 22.. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 't- 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. w 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM / UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY V) ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS.. Z. 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED 5 AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA 0 STANDARD DETAILS. Q_ i Lo / d - F -- U 0 -BASIS OF BEARING: n THE BEARING NORTH OF THE CENTERLINE OF CYPRESS AVENUE AS SHOWN ON TRACT MAP NO. 16678-3 ON FILE IN BOOK 307, PAGES 77 TO 80 OF z MISCELLANEOUS MAPS IN THE OFFICE OF THE COUNTY RECORDER OF SAN c) BERNARDINO COUNTY,. WAS USED AS THE BASIS OF BEARINGS FOR THIS MAP. 4 . BENCH MARK: 0 U: FOUND TOP OF FIRE HYDRANT NORTHEAST CORNER OF JURUPA Z AVENUE AND CYPRESS AVENUE. or BENCH MARK NO. 534 ELEVATION = 1034:60 CITY OF FONTANA CYPRESS AVENUE & SANTA ANA AVENUE STREET IMPROVEMENT PLANS 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 REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF THE ROADWAY SUBGRADE. 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 ROADWAY SUBGRADE, 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. UNDERGROUND UTILITIES & STRUCTURES THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS WERE, OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY ME4SURES TO PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PIANS." PRIVATE ENGINEER'S NOTICE TO CONTRACTORS THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT .SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE AGENCY AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILTY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE AGENCY OR THE ENGINEER. CITY OF FONTANA UTILITY NOTIFICATION LIST SOUTHERN CALIFORNIA EDISON COMPANY 7951 REDWOOD AVENUE FONTANA, CA 92335 ATTN: MR. JAIME AMESZCULA (909) 357-6581 (909) 820-5598 UNDERGROUND (909) 820-5137 TRANSMISSIONS (2 13) 637-1233 PIPELINES (909) 357-6589 DISTRIBUTION (800) 422-4133 PACIFIC BELL COMPANY 3939 E. CORONADO STREET ANAHEIM, CA 92807 (714) 666-5500 ATTN. MR. LARRY SIGNAIGO WEST VALLEY WATER DISTRICT 855 W. BASELINE AVENUE RIALTO, CA 92377 (909) 875-1804, ext 332. ATTN. MR. LON TSAI TOLL FREE s`:u.�r;, ",._ 1-800-227-2600 A PUBLIC SERVICE BY- UNDERGROUND SERVICE ALERT REV. SOUTHERN CALIFORNIA GAS COMPANY 16231 VALLEY BOULEVARD FONTANA, CA 92335 ATTN. MR, RICK REYER (909) 335-7508 EMERGENCIES: (800) 427-2200 CITY OF FONTANA SEWER 8353 SIERRA AVENUE FONTANA, CA 92335 (909) 350-6632 COMCAST (CABLE TV) 1205 DUPONT AVENUE ONTARIO, CA 91761 (909) 390-4777 x3055 ATTN. MR. JACK HAYES REVISION DESCRIPTION ADULT SC1400L CDNvj5R81oN LEGEND 4 1 i i iT�� APN 0266-021-04000 APN 266.021-0600 APN 0266-021-08000 I Lu I� Lu o I � N I I o i Q I I I PROPOSE), ITRUS CONTI NUA TION h1l H S 10i L. tj = o f APNW ��'��%/��%a�'IA/////////./��// /%/viii! � _-- � � • �� a ii%�� -SAN-Tk-ANA AVENUE INDEX MAP SCALE: 1`_ 150' BC BEGIN CURVE LP LOW POINT BVC BEGIN VERTICAL CURVE MVC MIDDLE OF VERTICAL CURVE BCR BEGIN CURB RETURN CL, CIL CENTER LINE CB CATCH BASIN NA NOT APPLICABLE CL CENTERLINE LS LANDSCAPE EC END CURVE ESMT EASEMENT ECR END CURB RETURN PCC POINT OF COMPOUND CURVE ECY EASTERLY PRC POINT OF REVERSE CURVE EP EDGE OF PAVEMENT R/W RIGHT OF WAY EVC END VERTICAL CURVE SL STREET LIGHT FL FLOW LINE STA STATION . FS FINISH SURFACE TC TOP OF CURB GB GRADE BREAK W'LY WESTERLY HP HIGH POINT V VERTICAL DEPTH INT INTERSECTION D/L DAYLIGHT CONSTRUCT NEW A.C. PAVEMENT 1,900;.- PROP. SIDEWALK RELOCATED BY OTHERS :..: A EXIST. SIDEWALK '•'' TRENCH AND REPAIR DATE I ENGR. I CITY I DATE R eI 1850.00 INDICATES EXISTING OR FUTURE ELEVATION 1850.00 INDICATES PROPOSED ELEVATION WA WATER LINE S SEWER LINE SD STORM DRAIN LINE LT LEFT RT RIGHT NO NORTH SO SOUTH Er Easr wr wEsr G GAS LINE PVMT PAVEMENT PP POWER POLE ►► FLOW DIRECTION O8 REMOVE EXISliNG CURB AND GUTTER 330 GRIND EXIST. PAVEMENT &OVERLAY O9 � - S.F. S.F. 10 TO MATCH EXIST. PAVEMENT 10,850 11 SAWCUT AND REMOVE EXISTING PAVEMENT PER OVERLAY JOIN DETAIL ON SHEET 2 2,170 S.F. LINE OF SIGHT LIMITED USE AREA REMOVE EXISTING FENCE 1,900;.- L.F. REMOVE EXIST. A.C. PAVEMENT I CONSTRUCT NEW A.C. PAVEMENT ►:_:�%•�l2:atY:II:Z:�:�:$tCONSTRUCT 2" AC CAP trS�lrl�il�lrts3rlr2�srlr!rlrLl 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. QROFESS/ON �10 GARClq q( Q N0. C 070102 N m a Q Exp. 09/30/2010 Z z civil POMONA FREEWAY so VICINITY MAP CONSTRUCTION NOTES: QUANTITIES Q1 CONSTRUCT 7" MIN. A.C. OVER 12" MIN OF 959 COMPACTED NATIVE SUBGRADE 519250 S.F. O2 CONSTRUCT 8" CONCRETE CURB &GUTTER PER CITY OF FONTANA SIU. PLAN N0. f000 1,670 LF. O3 CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA SID. PLAN N0. 1002 (W=PER PLAN) 1,200 S.F �4 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY OF FONTANA SID. PLAN N0. 1003 180 S.F. OS CONSTRUCT 4" CONCRETE SIDEWALK PER CITY OF FONTANA STD. PLAN N0. i006 (W -VARIES) 19;579 S.F.' O6 CONSTRUCT 8" A.C. DIKE PER CITY OF FONTANA SID. PLAN N0. 1007 370 LF �7 REMOVE EXIS71N6 A.C. PAVING 6,100 S.F. O8 REMOVE EXISliNG CURB AND GUTTER 330 L.F. O9 REMOVE EXISDNG SIDEWALK 1,980 S.F. S.F. 10 GRIND EXISANG PAVEMENT AND OVERLAY TO MATCH EXISTING PAVEMENT PER OVERLAY JOIN DETAIL ON SHEET 2 10,850 11 SAWCUT AND REMOVE EXISTING PAVEMENT PER OVERLAY JOIN DETAIL ON SHEET 2 2,170 S.F. 12 REMOVE EXISTING FENCE 1,900;.- L.F. 1Q RELOCATED BY OTHERS 6 EA. 14 ADJUST EXISTING MANHOLE FRAME &COVER TO GRADE PER CITY OF FONTANA SID. PLAN N0. 2000 9 EA. 15 PROTECT IN PLACE 8 EA. 16 ADJUST EXISTING GATE VALVE TO GRADE PER CITY OF FONTANA STD. PLAN N0. 6000 1 EA. 1Q REMOVE EXISTING DRIVEWAY 200 S.F. 18 CONSTRUCT STREET LIGHT PER CITY OF FONTANA STD. PLAN N0. 404 (PER SEPARATE PLAN) - EA. 19 CONSTRUCT LOCAL DEPRESSION, CASE B PER CITY OF FONTANA SID. PLAN N0. 3003 1 EA. 2� REMOVE EXISTING PER PLAN 9 EA. 21 CONSTRUCT TREE WELLS PER CITY OF FONTANA STD. PLAN N0. 5046 36 EA. 2Q CONSTRUCT MODIFIED ACCESS RAMP PER APWA SIU. PLAN N0. 111-3 CASE B TYPE 1 ON SHEET 2 90 S.F. 2Q CONSTRUCT 4-1/2" MM. A.C. OVER 12" MIN OF 957. COMPACTED NATIVE SUBGRADE 2,410 S.F. 24 CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF FONTANA STA. PLAN N0. 3004 1 EA. 2Q INSTALL 2" IRRIGATION SLEEVES, TREE W iL 70 7'REEELL 36 EA. 26 CONSTRUCT 2" AC CAP PER AC BERM W11H CLEAN SAND DETAIL ON SHEET 2 800 SF. NOTE: QUAN7771ES SHOWN HEREON ARE FOR PERMIT AND/OR BONDING PURPOSES ONLY AND SHALL NOT BE USED FOR BIDDING. CONTRACTOR SHALL DETERMINE HIS OWN QUANT171ES AND BID A COMPLETE JOB. SHEETINDEX SHEET NO. DESCRIPTION 1 TITLE SHEET - INDEX MAP, VICINITY MAP, GENERAL NOTES, & QUANTITIES 2 TYPICAL SECTIONS & DETAILS 3 CYPRESS AVENUE - FROM SANTA ANA AVE TO ±900' NORTH OF SANTA ANA AVE 4 CYPRESS AVENUE - FROM ± 900' NORTH OF SANTA ANA AVE. TO ±1350' NORTH OF SANTA ANA AVE. 5 SANTA ANA AVENUE - FROM ±600' WEST OF CYPRESS AVE. TO CYPRES AVE. NEW s awr -�� CIT1� OF FONTANA, CALIFORNIA oil ma STREET IMPROVEMENT PLAN COE DRAWN BY: SCALE: E N I N E R I N G _ TITLE SHEET As SHOWN 2850 In nd Empire �ujev ard, uiteB,Ontari , California91764 DESIGNED BY:INDEXIIAP VICINITY MAP DATE: te190 .581.0676 o696 o fuscoe.c:om _ / GENERAL NOTES, & QUANTITIES . OCTOBER, 2009 p D � % CHECKED BY: AP00 BY: i 7 - / �• � ."'►SAWING N0. 1 �1 4919 5 oato CITY,ENGINEER-- R:C.E. 51152 DATE