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HomeMy WebLinkAbout3334-1CITY OF FONTANA STREET IMPROVEMENT ISO TES 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 CONSTRUCTIONS ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2. WHEN 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 CONTRACTORS SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEERS 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 CONTRACTORS 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 CONTRACTORS 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 GRADE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS 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. 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, 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. 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESS 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 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 OG 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. 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, CLEAN OUT 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, STRIPPING, 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. RISERIJ-3 Q100= 111. 0 CFS room 100' EAST OF TIQLMARIPMOD A VE. PARCEL MAP NO. 12195 P.M.B. 158/28-40 PARCEL 12 C CULVERT I ET \ R 6 Q,00= 16. 1 � � 2 Q,00= 147. 1 \ zh PORTION OF I POTION OF LOT 601 LOT 602 MB 11/12 MB 11/12 1 D I�� �� __ t'7■L=Z=]E-� _. -_:'..K9�- t '7aL,Z=l��� __ �iiT=rim=1■�:� �� PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY. NOTIFY ONTARIO, CA 91764 IIIIIIIII I � ��IIIIIII IIIIWI�{�'' � ■ _ ~ - LOCATIONS ARE FOUND. 1205 DUPONT AVE QQ �` C y/�+ F�� J�. I RISER -2 RISER J-1 / � 1 Q100= 3.2 FS PARCEL MAP NO. 12195 P.M.B. 158/28-40 PARCEL 11 O w > > J a m I � I � W z � U W fx a W NOTICE TO CONTRACTOR SAN BERNARDINO FWY (10) 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, SLOVER AVENUE AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH w MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE a AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. P ECT z 2. IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT UNDERGROUND SERVICE rrE .4 ALERT (PHONE: 1-800-227-2600) 48 HOURS IN ADVANCE OF ANY .� EXCAVATION FOR THE MARK -OUT OF THE LOCATION OF UTILITIES AND SANTA ANA AVE., SANTA ANA AVE._- NOTIFICATION OF COMMENCEMENT OF WORK. N 3. CONTRACTOR WILL MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING ^ UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO aMA�YWOOD PACIFIC BELL ST. PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY. NOTIFY ONTARIO, CA 91764 4025 LA PALMA STREET THE ENGINEER OF WORK IF ANY DISCREPANCIES IN UTILITY LINE m w ~ JURUPA AVENUE LOCATIONS ARE FOUND. 1205 DUPONT AVE QQ �` C y/�+ F�� 4. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE (714) 237-6146 a �Q� ��,Z,EW DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION 1981 LUGONIA AVE. ATTN: DELIA LERMA (909) 390-4738 OF NEW WORK. REDLANDS, CA. 92374 AiI VICINITY Y P 5. CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY TO PROTECT w � No. 63494 ATTN: JOHN OATES MEASURES ,w NOT TO SCALE THE UTILITY LINES SHOWN HEREON AND ANY OTHER EXISTING LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. COUNTY OF SAN BERNARDINO d'J�r CIVIL © REV. REVISION DESCRIPTION 1 REV, SANTA ANA AVE. STREET DESIGN DEPARTMENT OF PUBLIC WORKS O o APPROVED BY MATT W C. HICKS RCE NO. 63494 EXP. 9-30-06 SUBMITTED BY C.D.E. DIAL RECOMMEN APPROVED BY TWO WORKING ASS'T. DIRECTOR OF TRANS. DATE BEFORE DAYS BEFORE BE ORE YOU DIG �3-b3 TOLL FREE 1-800-227-2600 LAND EVELOPMENT ENGINEER DATE DIRECTOR OF TRANSPORTATION DATE A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT C.B. Q,00° P.M. NO. 1459 P.M.B. 12/83 A P.M. NO. 131 1 1 P.M.B. 12/65 P -4k. NO. 1748 P.M.B. 15/8 INDEX MAP SCALE: 1" = 300' M.B. 11/12 GEN NOTES FOR COUNTY OF SAN BEIARDI ..O 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLAN AND THE SAN BERNARDINO COUNTY STANDARDS AND SPECIFICATIONS. 2. BENCH MARK DATA - U.S.C. & G.S. OR OTHER DATUM ACCEPTABLE TO THE SAN BERNARDINO COUNTY TRANSPORTATION/FLOOD CONTROL DEPARTMENT SHALL BE USED. THE BENCH MARK USED AS A BASIS SHALL BE IDENTIFIED. 3. STREET MARKERS PER SAN BERNARDINO COUNTY STANDARD NO. 303, 303A, AND 3036 SHALL BE CONSTRUCTED AT EACH INTERSECTION. 6. A PERMIT WILL BE REQUIRED FROM THE (NAME THE PERMITTER) PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN THE (PERMITTERS) EASEMENTS OR RIGHTS-OF-WAY. 7. ' LEAVE 8" X 8" BLOCKOUTS IN SIDEWALKS FOR MAILBOXES, ETC., WHEN SIDEWALK IS PLACED ADJACENT TO CURB. 8. IF ASPHALT CONCRETE IS TO BE PLACED DIRECTLY ON SUBGRADE OF ROAD OR DRAINAGE FACILITIES, A SOIL STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER, A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 9. AT -THE COMPLETION OF ROUGH GRADING, A MATERIALS REPORT AND THE PROPOSED STRUCTURAL SECTIONS SHALL BE SUBMITTED BY THE ENGINEER TO THE SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT, FIELD ENGINEERING DIVISION, TRANSPORTATION PERMITS SECTION, FOR REVIEW AND EVALUATION BY THE PAVEMENT MANAGEMENT SECTION. THE SUBMITTAL SHALL INCLUDE A PLAT ANALYSIS AND SAND EQUIVALENT TEST RESULTS, A STATEMENT OF RECOMMENDED STRUCTURAL SECTION AND TEST DATA SHEETS FOR ALL R -VALUE TESTS PERFORMED, INCLUDING EXPANSION PRESSURE READINGS. APPROVAL -WILL BE GIVEN WHEN ALL STRUCTURAL SECTION REQUIREMENTS HAVE BEEN MET. 10. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND, ALL SUB-GRADES,.SHALL BE PREFORMED AT NO COST TO SAN BERNARDINO COUNTY. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE SAN BERNARDINO COUNTY TRANSPORTATION/FLOOD CONTROL DEPARTMENT, FIELD ENGINEERING DIVISION, TRANSPORTATION PERMIT SECTION, FOR APPROVAL PRIOR TO PLACEMENT OF BASE MATERIALS AND/OR SURFACING. 11. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE SAN BERNARDINO COUNTY TRANSPORTATION/FLOOD CONTROL DEPARTMENT, FIELD ENGINEERING DIVISION, PERMIT SECTION, LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: A. R -VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASES. B. STABILITY, OIL CONTENT ANDaSIEVE ANALYSIS OF ASPHALT SURFACING. 14. ALL LATERAL CUTS IN COUNTY MAINTAINED ROADWAYS -SHALL BE TESTED TO VERIFY DENSIFICATION TO 90% RELATIVE COMPACTION (R.C.) AT VARYING DEPTHS TO WITHIN 0.5' OF GRADING PLANE. THE TOP 0.5' SHALL BE DENSIFIED TO 95%. 15. ALL LONGITUDINAL CUTS SHALL BE TESTED IN ACCORDANCE WITH THE SPECIFIED LIMITS AND FREQUENCY AS OUTLINED IN SECTION 6 OF THE SAN BERNARDINO COUNTY STANDARDS AND SPECIFICATIONS. 16. IMMEDIATELY FOLLOWING REMOVAL OF EXISTING PAVEMENT OR DIKE OR CURB AND/OR GUTTER, THE CONTRACTOR SHALL DILIGENTLY PURSUE THIS PORTION OF WORK UNTIL COMPLETION, 17, PLACE CONCRETED ROCK SLOPE PROTECTION 12" THICK PER STATE STANDARD SPECS 72-5 (METHOD "B" PLACEMENT USING COBBLE CLASS ROCK). 18. AN ENCROACHMENT PERMIT MUST FIRST BE OBTAINED FROM THE COUNTY TRANSPORTATION/FLOOD CONTROL DEPARTMENT, FIELD ENGINEERING DIVISION, TRANSPORTATION PERMIT SECTION, PRIOR TO MAKING APPLICATION AND ISSUANCE OF A GRADING PERMIT OR BUILDING PERMIT. 19. TRANSPORTATION/FLOOD CONTROL DEPARTMENT APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEM OR ESTIMATE OF QUANTITIES. 20. A PERMIT SHALL BE OBTAINED FROM THE COUNTY TRANSPORTATION/FLOOD CONTROL DEPARTMENT PRIOR TO ANY CONSTRUCTION ON THIS PROJECT. 21. EXPANSIVE SOILS: IN EXPANSIVE SOIL AREAS, THE SUBGRADE UNDER CURBS, GUTTERS, SIDEWALKS, AND DRIVEWAY APPROACHES SHALL BE SCARIFIED TO THE DEPTH OF AT LEAST EIGHT (8) INCHES AND MOISTURE SHALL BE APPLIED TO MAINTAIN FREE WATER ON THE SURFACE FOR AT LEAST 24 HOURS PRIOR TO PLACING CONCRETE AND THE SUBGRADE SHALL THEN BE PREPARED WITHOUT COMPACTIVE EFFORT. 22. ALL PIPE LINES OR SUBSTRUCTURES OF ANY KIND, AND TELEPHONE OR POWER POLES, WATER METERS, VALVES, HYDRANTS, ETC., SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE LIMITS OF THIS DEVELOPMENT OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED OR RELOCATED AT DEVELOPER'S EXPENSE, AND AT NO COST TO THE COUNTY OF SAN BERNARDINO TRANSPORTATION/FLOOD DEPARTMENT. IT SHALL BE THE OWNER'S RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED. 23. ALL C.S.P. INSTALLATIONS AND CONNECTIONS SHALL BE MADE PER MANUFACTURERS SUGGESTED METHOD UNLESS OTHERWISE SPECIFIED ON THE PLANS, 24. WHENEVER A STREET WITH PREDOMINANT GRADES EQUAL TO 3% OR GREATER IS CLASSIFIED BY COUNTY AS A WATER CARRIER, DEFLECTOR CURBS OF A TYPE SATISFACTORY TO COUNTY REQUIREMENTS SHALL BE INSTALLED ON THE DOWNSTREAM SIDE OF THE DRIVEWAY APPROACHES. 25. CURB AND GUTTER, CROSS GUTTER AND SPANDRELS SHALL BE SO CONSTRUCTED THAT A MINIMUM OF PONDING OCCURS; SECTIONS HAVING GRADIENTS OF 0.5% OR FLATTER SHALL BE WATER TESTED IN THE PRESENCE OF THE INSPECTOR IMMEDIATELY PRIOR TO ACCEPTANCE. SECTIONS WHICH HAVE WATER PONDING MORE THAN 6" WIDE OR MORE THAN 4' LONG SHALL BE SAW -CUT AND REMOVED IN LENGTHS NOT LESS THAN 4' AND REPLACED TO REDUCE PONDING TO THE MAXIMUM SPECIFIED. 26. IF DURING CONSTRUCTION, GROUND WATER IS ENCOUNTERED, A SYSTEM APPROVED BY THE SAN BERNARDINO COUNTY TRANSPORTATION/FLOOD CONTROL DEPARTMENT SHALL BE INSTALLED TO DEWATER SAID AREA AT THE DIRECTION OF THE SOILS ENGINEER. 28. THE ENGINEER SHALL INSPECT AND CERTIFY THAT ALL PRIVATE ROAD AND DRAINAGE IMPROVEMENTS HAVE BEEN BUILT IN ACCORDANCE WITH THE APPROVED PLANS. 29. ALL 0.40% OR LESS CURB GRADE LINES SHALL BE STAKED AT 25' INTERVALS AND FORMS CERTIFIED BY THE ENGINEER BEFORE POURING CONCRETE. 30. EXISTING COUNTY ROADS WHICH WILL REQUIRE RECONSTRUCTION SHALL REMAIN OPEN FOR TRAFFIC AT ALL TIMES WITH ADEQUATE DETOURS DURING ACTUAL CONSTRUCTION. 31. IF AN ELEVATION DIFFERENTIAL OF 5' OR GREATER EXISTS BETWEEN ANY PROPOSED SPLASH PAD AND THE EXISTING NATURAL STREAM BED, ADDITIONAL CONCRETED ROCK SLOPE PROTECTION AND/OR EROSION PROTECTION MAY BE REQUIRED AS DIRECTED BY COUNTY INSPECTOR. 32. THE PRIVATE ENGINEER IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISE THE PLAN FOR APPROVAL BY THE COUNTY OF SAN BERNARDINO. 33. SHOULD ANY EXISTING STOP SIGN BE LOCATED ON A DEVELOPED CORNER OF AN INTERSECTION, IT MUST BE MAINTAINED IN PLACE NEXT TO THE EXISTING PAVEMENT UNTIL SUCH TIME AS THE WIDENED ROADWAY IS OPEN FOR TRAFFIC. AT THAT TIME IT WILL BE RELOCATED THREE (3) FEET BEHIND THE NEW CURB IN THE VICINITY OF THE BEGINNING OF THE CURB RETURN OR A S OTHERWISE DIRECT BY THE UTILITY CONTACTS ENGINEER. ELECTRICITY WATER SEWER SOUTHERN CALIFORNIA EDISON CO. WEST SAN BERNARDINO COUNTY CITY OF FONTANA 300 N. PEPPER AVE. WATER DISTRICT 8353 SIERRA AVENUE RIALTO, CA 76 855 UNDERGROUND: (909) 357-6233 RIALTO, CALIFORNIAST N 92377-0920 OX 20 5 18 0FONTANA, CA 92335 O WNERIDEVELOPER TRANSMISSIONS: (909) 875-5100 (909) 875-1804 (909) 350-6632 PIPELINES: (213) 657-1233 FORECAST HOMES ATTN: CARLOS NAVARRO 3536 CONCOURSE DR CTE 100 DISTRIBUTION: (909) 357-6233 PACIFIC BELL ONTARIO, CA 91764 4025 LA PALMA STREET COMCAST CABLEVISION �QFESS/0 (909) 483-7320 GAS ANAHEIM, CA. 92807 1205 DUPONT AVE QQ �` C y/�+ F�� SOUTHERN CALIFORNIA GAS CO. (714) 237-6146 ONTARIO, CA 91761 �Q� ��,Z,EW CONTACT: JIM PERRY.. 1981 LUGONIA AVE. ATTN: DELIA LERMA (909) 390-4738 y �N el, REDLANDS, CA. 92374 CONTACT: JACK HAYES w � No. 63494 ATTN: JOHN OATES cc Exp. Sept. 30, 2006. �1 ONLY. EMERGENCIES: (800) 427-2200 d'J�r CIVIL FOF CA1�F� MATT W C. HICKS RCE NO. 63494 EXP. 9-30-06 RBF CONSULTING SHEET INDEX SHT. 1 GENERAL NOTES, VICINITY MAP AND INDEX MAP SHT. 2 TYPICAL SECTIONS, LEGEND, QUANTITY ESTIMATES, DETAILS STREET MAPROVELIENT PLANS SHT. 3 TAMARIND AVENUE - FROM 18' NORTH OF UNDERWOOD DR. TO 840' NORTH OF UNDERWOOD DR. SHT. 4 TAMARIND AVENUE - FROM 482' SOUTH OF SANTA ANA AVE. TO 424' NORTH OF SANTA ANA AVE. SHT. 5 SANTA ANA ANENUE - FROM SIERRA AVE. TO 900' EAST OF SIERRA AVE. SHT. 6 SANTA ANA ANENUE - FROM 390' WEST OF EMPIRE CENTER BLVD. TO 600' EAST OF EMPIRE CENTER BLVD. SHT. 7 SANTA ANA ANENUE - FROM 1010' WEST OF MAHOGONY TO 188' EAST OF MAHOGONY SHT. 8 SANTA ANA AVENUE - FROM 835' WEST OF TAMARIND TO TAMARIND mm E c oc 0 M 00 N m c� 0 DATE ENGR. CITY DATE BENCH MARK: BASIS OF BEARINGS: PLANNING ® DESIGN ® CONSTRUCTION CITY OF O T ' C LI O I �0 w THE BEARINGS HEREON ARE SHOULD CONSTRUCTION OF THE REQUIRED Q�oFEsstoa° EL = 1077.40 IMPROVEMENTS NOT COMMENCE WITHIN TWO q� STREET IMPROVEMENT PLANS FOR BASED ON THE CENTERLINE A. OF JURUPA AVENUE SHOWN YEARS OF THE DATE OF APPROVAL SHOWN `�`� ��T�h ��, 27555 YNEZ ROAD, SUITE 400 TRACT 16074 - OFFSITE - PHASE_2 AS NORTH 89.03'21" EAST HEREON AND CARRIED FORTH IN A = � z e ® TEMECULA, CALIFORNIA 92591-4679 DRAWN BY: SCALE: CHISELED BOX IN PER PARCEL MAP NO. r' C O N S U LTI N G 909.676.8042 ■ FAX 909.676.7240 www.RBF.com General Notes, Vicinity Map AS SHOWN DILIGENT MANNER THE CITY ENGINEER `�' No .43090 m RJB RLS/EL L ' EASTERLY TOP CURB, 12195, P.M.B.158/28-40; Exp. 3/31/04 J JOB NUMBER - TAMARIND AVE.; 60' FOR THE PURPOSE OF THIS MAY REQUIRE REVISIONS TO THE PLANS TO ` ' PREPARED NDER T E ERVISION OF: DESIGNED BY: f1d ( @X Map SOUTH OF TAMARIND CT., s MAP, SAID BEARING HAD .BRING THEM INTO CONFORMANCE WITH f9 �/�1�" ��~ MCH/RJB/EL AP OVE 15-100187 - 500' SOUTH OF SLOVER BEEN ROTATED CLOCKWISE TF E� �� D� DRAWING N0. 0.00'39" TO NORTH CONDITIONS AND STANDARDS IN EFFECT. °F c p`1 DATE: Z CHECKED BY: 1 89'04'00" EAST. MICHAEL . LMA RCE N0. 43090 EXP. 3-31-04 MATRCZ CITY ENGINEER R.C. - 51152 DATE: 3334 8