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Home My WebLink About4067-1GENERAL 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. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE ONE WEEK PRIOR TO IMPLEMENTING DETOURS. 5. 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. ° 6. 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. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR I OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 8. 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. 9. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE POWER POLE QUANTITIES GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE CONSTRUCT 30" RCP D-1500; INSTALLATION & BEDDING PER DETAIL ON REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS 880 L. F. O2 THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. BEDDING PER DETAIL ON SHT. 1. 15 L. F. O3 CONSTRUCT CONCRETE CATCH BASIN PER APWA 10. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A W & V PER PLAN. (-0 SEPARATE PERMIT FOR THAT PURPOSE. CONSTRUCT STORM DRAIN MANHOLE PER APWA STANDARD DRAWING NO. 11. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, SHT. 2. 1 EA. O IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION STANDARD DRAWING NO. 321-1. AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE ® LEGEND THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT Z o0 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. Q BEGIN CURVE BW BACK OF WALK N " 12. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES COMPANIES INCLUDING, BUT (� O NOT LIMITED TO GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, D CB DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS, ALL UTILITY / RIALTO, CA 92377 COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. EC END CURVE ChLkFc CHAIN LINK FENCE 13. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT LATERAL CONNECTIONS MAY CHANGE UPON CITY/FIRE REVIEW DI APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER O N BEGIN VERTICAL CURVE COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. ELECTRIC TRANSFORMER MVC MIDDLE VERTICAL CURVE EPB ELECTRIC PULL BOX 14. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE OTHERWISE NOTED. s EVLT ELECTRIC VAULT `W TOP OF WALL 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE It = TF CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE V) OVERHEAD ELECTRICAL FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION W -/ Z W TOP OF SEWER 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH :3 W MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. Cn SAN BERNARDINO COUNTY BOS BOTTOM OF SEWER RRS 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL INCLUDING SURVEY MONUMENTS, W MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED N TOW LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTIONO SMH O 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. a- BOTTOM OF WATER TG TOP OF GRATE CIO 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A w MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS a- (� AND EMERGENCY VEHICLES. Q i 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING TOP OF CURB i .. ADEQUATE WATERING, AT ALL TIMES. FF z 20. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE BOTTOM OF STORM DRAIN n Q DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 21. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 22. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION, FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE REWORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 23. 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. 24. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 25. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 26. 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. 27. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 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 SOILS STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 31. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 32. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 33. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 34. MINIMUM D -LOAD FOR ALL R.C.P. IS 1350. CITY OF FONTANA STORM DRAIN IMPROVEMENT PLANS E TI WANDA AVENUE FROM 47+38.87 TO 56+47.87 i APN: 0238-112-17 APN: 0238-112-16 APN: 0238-112-07 - -- DAHLIA STREET o ,J FI I �I 1 I I. F 1. Illillli` �� i� i f I i i i i I i i• � t I a llll�l(iIIIillii�Iil;�ilI1IIIIIIIIiI�11IIf�lll?!'flilllllli�illlll�ll w z w Q w a a 0N SCALE: 1 "=100' APN: 0238-112-32 II __.- - II APN: 0238-112-49 21 'DSC EXISTING 54" MASTER PLANNED STORM DRAIN PER DRAWING NO. 3096 MAP INDEX PRIVATE ENGINEER'S NOTICE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE 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 DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF ANY WORK. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES. BEGINNING OF WORK MEANS ACCEPTANCE OF CONDITIONS. 35. THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED CONCRETE PIPES MUST BE INCREASED TO CONTRACTOR SHALL COMPLY WITH ALL N.P.D.E.S. REQUIREMENTS PROVIDE A MINIMUM OF 1-t%" OVER THE REINFORCING WHEN THE DESIGN VELOCITIES EXCEED 20 FEET PER SECOND. THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE fc=5,000 psi FOR VELOCITIES EXCEEDING 20 FEET PER SECOND AND fc=6,000 psi FOR VELOCITIES EXCEEDING 30 FEET PER SECOND. 36. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE ONE WEEK PRIOR TO IMPLEMENTING DETOURS. BENCH MARK: BASIS OF BEARINGS: TOP OF 3/4" I.P. WEST 1/4 COR. SECTION 28 BASIS OF BEARING IS THE CENTERLINE OF T.1S, R.6W. AT THE INTERSECTION OF DAHLIA STREET AS SHOWN BY TRACT MAP ETIWANDA AVE. AND SANTA ANA STREET. NO. 8554, ON FILE IN BOOK 123 OF MAPS, ELEVATION 941.95 PAGES 13 THROUGH 17, THEREOF, RECORDS OF SAN BERNARDINO COUNTY, CALIFORNIA, BEING N89'27'25"E. Underground Service Alert Cali: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG SCALE: 1"=100' SHEET INDEX SHEET 1 TITLE SHEET SHEET 2 PLAN AND PROFILE SHEET 3 STANDARD DETAILS STORM DRAIN CONSTRUCTION NOTES: POWER POLE QUANTITIES O1 CONSTRUCT 30" RCP D-1500; INSTALLATION & BEDDING PER DETAIL ON SHT. 1. 880 L. F. O2 CONSTRUCT 24" RCP D-1500; INSTALLATION & BEDDING PER DETAIL ON SHT. 1. 15 L. F. O3 CONSTRUCT CONCRETE CATCH BASIN PER APWA STD. PLAN NO. 300-2; W & V PER PLAN. 2 EA. O4 CONSTRUCT STORM DRAIN MANHOLE PER APWA STANDARD DRAWING NO. 320-1. MODIFIED PER DETAIL ON SHT. 2. 1 EA. O5 CONSTRUCT STORM DRAIN MANHOLE PER APWA STANDARD DRAWING NO. 321-1. 4 EA. ® LEGEND ECR END CURB RETURN SITE TOP OF STRUCTURAL - 3" MAX SIZE PAVEMENT SUBGRADE `4 NATIVE SOIL COMPACTED 95% 90% COMPACTED NATIVE BACKFILL 6" MAX SIZE 6"MIN. 8"MAX. 1:1 SLOPE OR FLATTER OR ADEQUATE SHORING J. GRANULATED BEDDING FROM SELECTED w Ln TRENCH SIDE MATERIAL (1" MAX SIZE) �v o N w a - GRANULATED BEDDING FROM SELECTED TRENCH SIDE MATERIAL FOR PIPE 10' OR GREATER IN DEPTH USE 1/2 CRUSHED STONE BEDDING. STORM DRAIN PIPE NOTES: 1. TRENCH WIDTH SHALL BE CONTROLLED TO TOP OF PIPE ZONE. 2. TRENCH DEPTHS OF GREATER THAN 5' SHALL HAVE ADEQUATE SHORING. 3. CLASS II AGGREGATE BASE ALL TRENCHES LESS THAN 100' IN LENGTH. CITY OF FONTANA UTILITY NOTIFICATION LIST CITY OF FONTANA ATTN: BRIAN WREN 8353 SIERRA AVE. FONTANA, CA 92335 (909) 350-6632 SO. CALIFORNIA GAS COMPANY ATTN: JACK JARVIS 16231 VALLEY BLVD. FONTANA, CA 92335 (909) 428-8411 EMERGENCIES: (800) 427-2200 SO. CALIFORNIA EDISON COMPANY 7951 REDWOOD AVE. FONTANA, CA 92335 (909) 820-5598 - UNDERGROUND (909) 875-5100 - TRANSMISSIONS (213) 637-1233 - PIPELINES (909) 357-6233 - DISTRIBUTION CRAWFORD CANYON MUTUAL WATER CO. ATTN: BASIL J. FABRIZIO (909) 463-9580 WEST SAN BERNARDINO WATER UNDERGROUND SERVICE ALERT (800) 422-4133 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 �Gdt�rl bl,kl�ilh - - -2ZOg �� Frl INCBRING THEM INTO CONFORMANCE WITH CONDITIONS REV, REVISION DESCRIPTION DATE ENGR. CITY DATE AND STANDARDS IN EFFECT. 10J J O m Li M NOTE: COMPACTION SHALL BE 90% IN ALL ZONES UNLESS OTHERWISE SPECIFIED. TRENCH STABILITY SHALL CONFORM TO CAL -OSHA REQUIREMENTS TRENCH DETAIL NOT TO SCALE ADELPHIA (CABLE TV) POWER POLE FG FINISHED GRADE 1205 DUPONT AVENUE STREET LIGHT GB GRADE BREAK r!* FIRE HYDRANT CF CURB FACE VERIZON Q�OFESSIO TR TOP OF RAIL 1400 E. PHILLIPS BLVD. TREE POMONA, CA 91766 ATTN: DAVE JOHNSON TABIOLO Gam. JO WV WATER VALVE 549 EAST SIERRA MADRE AVE. BUSHES BCR BEGIN CURB RETURN ® BLOCKWALL ECR END CURB RETURN SITE FONTANA WATER COMPANY ATTN: MICHAEL J. McGRAW BC BEGIN CURVE BW BACK OF WALK cn TEL: (909) 822-2201 FAX: (909) 823-5046 (� MOC MIDDLE OF CURVE CB CATCH BASIN / RIALTO, CA 92377 EC END CURVE ChLkFc CHAIN LINK FENCE LOCAL STORM DRAIN LINE AND LATERAL CONNECTIONS MAY CHANGE UPON CITY/FIRE REVIEW DI DROP INLET BVC BEGIN VERTICAL CURVE ETR ELECTRIC TRANSFORMER MVC MIDDLE VERTICAL CURVE EPB ELECTRIC PULL BOX EVC END VERTICAL CURVE EVLT ELECTRIC VAULT TW TOP OF WALL FL FLOW LINE TF TOP OF FOOTING OHE OVERHEAD ELECTRICAL TOS TOP OF SEWER PL PROPERTY LINE THE THOMAS GUIDE, SAN BERNARDINO COUNTY BOS BOTTOM OF SEWER RRS RAILROAD SWITCH SECTION J-2 TOW TOP OF WATER SMH SEWER MANHOLE BOW BOTTOM OF WATER TG TOP OF GRATE INV INVERT TE TRASH ENCLOSURE TC TOP OF CURB TOSD TOP OF STORM DRAIN FF FINISHED FLOOR BOSD BOTTOM OF STORM DRAIN FS FINISHED SURFACE TOP OF STRUCTURAL - 3" MAX SIZE PAVEMENT SUBGRADE `4 NATIVE SOIL COMPACTED 95% 90% COMPACTED NATIVE BACKFILL 6" MAX SIZE 6"MIN. 8"MAX. 1:1 SLOPE OR FLATTER OR ADEQUATE SHORING J. GRANULATED BEDDING FROM SELECTED w Ln TRENCH SIDE MATERIAL (1" MAX SIZE) �v o N w a - GRANULATED BEDDING FROM SELECTED TRENCH SIDE MATERIAL FOR PIPE 10' OR GREATER IN DEPTH USE 1/2 CRUSHED STONE BEDDING. STORM DRAIN PIPE NOTES: 1. TRENCH WIDTH SHALL BE CONTROLLED TO TOP OF PIPE ZONE. 2. TRENCH DEPTHS OF GREATER THAN 5' SHALL HAVE ADEQUATE SHORING. 3. CLASS II AGGREGATE BASE ALL TRENCHES LESS THAN 100' IN LENGTH. CITY OF FONTANA UTILITY NOTIFICATION LIST CITY OF FONTANA ATTN: BRIAN WREN 8353 SIERRA AVE. FONTANA, CA 92335 (909) 350-6632 SO. CALIFORNIA GAS COMPANY ATTN: JACK JARVIS 16231 VALLEY BLVD. FONTANA, CA 92335 (909) 428-8411 EMERGENCIES: (800) 427-2200 SO. CALIFORNIA EDISON COMPANY 7951 REDWOOD AVE. FONTANA, CA 92335 (909) 820-5598 - UNDERGROUND (909) 875-5100 - TRANSMISSIONS (213) 637-1233 - PIPELINES (909) 357-6233 - DISTRIBUTION CRAWFORD CANYON MUTUAL WATER CO. ATTN: BASIL J. FABRIZIO (909) 463-9580 WEST SAN BERNARDINO WATER UNDERGROUND SERVICE ALERT (800) 422-4133 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 �Gdt�rl bl,kl�ilh - - -2ZOg �� Frl INCBRING THEM INTO CONFORMANCE WITH CONDITIONS REV, REVISION DESCRIPTION DATE ENGR. CITY DATE AND STANDARDS IN EFFECT. 10J J O m Li M NOTE: COMPACTION SHALL BE 90% IN ALL ZONES UNLESS OTHERWISE SPECIFIED. TRENCH STABILITY SHALL CONFORM TO CAL -OSHA REQUIREMENTS TRENCH DETAIL NOT TO SCALE ADELPHIA (CABLE TV) SBC ATTN: JACK HAYES ATTN: JAMES ZIELINSKI 1205 DUPONT AVENUE 1265 N. VAN BUREN ST. ONTARIO, CA 91761 SUITE 180 (909) 390-4738 ANAHEIM, CA 92807 (714) 666-5415 VERIZON Q�OFESSIO ATTN: STEVE HOCK SAN GABRIEL VALLEY 1400 E. PHILLIPS BLVD. MUNICIPAL WATER DISTRICT ova` � TERESITO N POMONA, CA 91766 ATTN: DAVE JOHNSON TABIOLO Gam. JO Q (909) 469-6327 549 EAST SIERRA MADRE AVE. No. 38820 DAHLIA ST. Z AZUSA, CA 91702-1299 Exp3-31-09 JURUPA ST. SITE FONTANA WATER COMPANY ATTN: MICHAEL J. McGRAW P.O. BOX 1299' (909) 969-7911 CML 8440 NUEVO AVE. CAi� FONTANA, CA 92335 cn TEL: (909) 822-2201 FAX: (909) 823-5046 (� w WEST VALLEY WATER DISTRICT ATTN: LON TSAI v 855 W. BASELINE RD. / RIALTO, CA 92377 WY4, rxp. NOTE: O o p� LOCATIONS OF LINES AND LATERALS AND STREET CONNECTIONS HAVE NOT BEEN APPROVED. LOCAL STORM DRAIN LINE AND LATERAL CONNECTIONS MAY CHANGE UPON CITY/FIRE REVIEW OF TENTATIVES ONCE THEY ARE FORMALLY SUBMITTED FOR CITY REVIEW. QRpF ESS/pN�` F c� TERESITO N. TABIOLO rn LU m RCE No. 38826 eoo Exp. 3-31 -07 \�qTO CIVIL \eCCA0F�/ KCT CONSULTANTS, INC. Civil Engineers - Surveyors - Planners P.O. Box 5705 Riverside, CA 92517-5705 4344 Latham St., Suite 200, Riverside, CA 92501 Phone: 951-341-8940 Fax: 951-341-8945 e-mail: kctinc@kctconsultants.com Prepare Under The S)LkQQrvision Of Date :6'l3• TERESITO N. TABIOLO R.C.E. 38826 EXP, 03-31-07 CITY OF FONTANA CALIFORNIA STORM DRAIN IMPROVEMENT PLANS DRAWN BY: ETI WAN DA AVENUE SCALE: ND DESIGNED LINE A STORM DRAIN DATE: 1"=100' RCD 3-030 04/12/06 CHECKED BY: VED Z& DWG. NO.: 1 TT E t-0111 CITY ENGI R. CE. . ` . DATE ev 4067 3 SANTA ANA ST. 15 ✓� F--: co � w y Li z z Q Gam. JO Q DAHLIA ST. Z JURUPA ST. SITE Q w cn w Q Q O o p� M7ss/il O w IF 6 VICINITY MAP THE THOMAS GUIDE, SAN BERNARDINO COUNTY PAGE 643, SECTION J-2 CITY OF FONTANA CALIFORNIA STORM DRAIN IMPROVEMENT PLANS DRAWN BY: ETI WAN DA AVENUE SCALE: ND DESIGNED LINE A STORM DRAIN DATE: 1"=100' RCD 3-030 04/12/06 CHECKED BY: VED Z& DWG. NO.: 1 TT E t-0111 CITY ENGI R. CE. . ` . DATE ev 4067 3