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HomeMy WebLinkAbout3285-1STORMDRAIN GENERAL 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 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 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 10, NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 11. 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. 12. 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. 13. 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. 14. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN 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. 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 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. 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 21. NO TRENCH BACKFILL SHALL TAKE PLACE i WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 22. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALLREQUIRE RE -WORKING 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. OWNER ETCO COMMUNITIES 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 SOIL 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 RCP IS 1350 35. THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED CONCRETE PIPES MUST BE INCREASED TO PROVIDED A MINIMUM OF 1-1/2- OVER THE REINFORCING WHEN THE DESIGN VELOCITIES EXCEED 20 FEET PER SECOND. THE CONCRETE DESIGN STRENGTH IN THESE REACHED 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. CONSTRUCTION NOTES & QUANTITIES: COMSTRUCTIOM DRAWINGS FOR THIP CITY OF FOMTANA N INDEX IAP SCALE, 1'=300' 540 WESTMINSTER MALL WESTMINSTER, CA 92683 TEL: (714)379-3279 o D Development Rource Comdant , Ing Vwwwwwm i Civil Engineering • Land Surveying • Land Planning DIAL TWO WORKING 8175 EAST KAISER BOULEVARD BEFORE ����� DAYS BEFORE ANAHEIM HILLS, CA 92808 ! (714) 685-6860 YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT D R A W I LF ME G tS QUANTITY ITEM DESCRIPTION UNIT TRACT NO. s TITLE SHEET 16184 STORM DRAIN IMPROVEMENT PLANS O1 CONSTRUCT 30" DIA. 1-1/2" THICKENED INVERT R.C.P., D -LOAD PER PLAN 1,110 LF O REMOVE EXIST. CSP RISER AND JOIN EXIST. 30" RCP STORM DRAIN 1 EA 4 JUNCTION STRUCTURE PER APWA STD. PLAN 331-2, A=45% B=24", 51+00 k 5 OCONSTRUCT 3 C=30" D=30" SEE SHEET 12 1 EA ® CONSTRUCT MANHOLE PER APWA STD. PLAN 321-1 (SEE SHEET 11) 10 EA LINE C STA 10+00 - CATCH BASIN (W=13.3, 4 -GRATES, PER APWA STD. PLAN & 16 3285 OCONSTRUCT 302-2 (SEE SHEET 14 3 EA O CONSTRUCT 24" DIA. 1-1/2" THICKEND INVERT PIPE R.C.P., D -LOAD PER PLAN 1,930 LF O7 CONSTRUCT 24" R.C.P., D -LOAD PER PLAN 660 LF CATCH BASIN (W=14', 3 -GRATES, PER APWA STD. PLAN 301-2 11 DETAILS ®CONSTRUCT SEE SHEET 9 6 EA OCONSTRUCT LOCAL DEPRESSION PER APWA STD. PLAN 313-1, CASE G, 144 LF H=2" SEE SHEET 11 10 CONSTRUCT CONCRETE COLLAR PER APWA STD. PLAN 380-3 (SEE SHEET 12) 3 EA CONCRETE PIPE A CHORS WITH STAINLESS TEL LO I EDU EF; OCONSTRUCT 11 10'.0P R DET IL ON SHE 60 EA 12 STRUCT DOWNDRAIN TO BACK OF CATCHBASIN TRANSITION PER DETAIL ON 2 EA SHEET 5 BICYCLE PROOF GRATES, TYPE 18-10, PER CALTRANS STD. PLAN D77B OINSTALL 13 (SEE SHEET 14) 30 EA PIPE RISER WITH DEBRIS RACK CAGE, PER CALTRANS STD. PLAN D93C, OINSTALL 14 TYPE A (SEE SHEET 14). 2 EA CONCRETE ENERGY DISSIPATOR WITH INLET BOX PER SAN DIEGO OCONSTRUCT 15 REGI ST ND RDD ING D-41 D W=8' (SEE SHEET 13) 1 EA 16 IV Ile INSTALL 24" HDPE PIPE 64 V - EA 17 CONSTRUCT DOWNDRAIN TO PIPE TRANSITION PER DETAIL ON SHEET 5 3 EA RIPRAP (FACING CLASS) GROUTED IN PLACE 18" THICK, ROCK SHALL OCONSTRUCT 18 BE NOMINAL 10" MIN. DIAMETER PER DETAIL D-41 ON SHEET 13 20 TON 19 CONSTRUCT LOCAL DEPRESSION PER APWA STD. PLAN 313-1, CASE F, 70 LF H=2 SEE SHEET 11 ©0 INSTALL GRATE HOLD-DOWN (LOCKING) PER ' AIL -_'?N 13 30 EA ^SHEET 540 WESTMINSTER MALL WESTMINSTER, CA 92683 TEL: (714)379-3279 o D Development Rource Comdant , Ing Vwwwwwm i Civil Engineering • Land Surveying • Land Planning DIAL TWO WORKING 8175 EAST KAISER BOULEVARD BEFORE ����� DAYS BEFORE ANAHEIM HILLS, CA 92808 ! (714) 685-6860 YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT IMA 'IOV Silo . 1 fi3 4 DATE ENGR. CITY DATE / SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT 5/2/05W.W.W. COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �131t`1(c1 SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. LEGAL DESCRIPTION: LOTS 15-63 OF TRACT NO. 13750, IN THE CITY OF FONTANA, COUNTY OF SAN BERNADINO, CALIFORNIA, PER AMENDED MAP RECORDED IN BOOK 250, PAGES 48-66 OF MAPS, RECORDS OF SAN BERNADINO COUNTY. UNDERGROUND UTILITIES & STRUCTU THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE N EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTl 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 C THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS." W PRIVATE ENGINEERS NOTICE TO CONTRACTORS Y 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 3 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 FORM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. r UTILITY PURVEYORS: ELECTRICITY SOUTHERN CALIFORNIA EDISON CO. DISTRIBUTION PLANNING 7951 REDWOOD AVENUE FONTANA, CA 92335 (909) 357-6221 CONTACT. JOHN RUSSELL GAS SOUTHERN CALIFORNIA GAS CO. DISTRIBUTION PLANNING 16231 VALLEY BOULEVARD FONTANA, CA 92335 (909) 428-8411 CONTACT: GREG GASPER WATER FONTANA WATER COMPANY 8440 NUEVO AVENUE FONTANA CA, 92334 (909) 822-2201 4w1 :n CITY OF FONTANA 8353 SIERRA AVENUE P.O. BOX 518 FONTANA, CA 92335 (909) 350-7610 OWNER/DEVELOPER ETCO COMMUNITIES 540 WESTMINSTER MALL WESTMINSTER, CA 92683 (714) 379-3279 ADELPHIA COMMUNICATIONS 1260 DUPONT STREET ONTARIO, CA 91761 (909) 390-4738 CONTACT. LENS MCDONALD N.T.S. MARKS CABLEMSION FIBER -OPTICS/ TRUNK LINK THROUGH PROJECT 4240 HALLMARK PARKWAY SAN BERNARDINO, CA 92407 (909) 880-0220 CONTACT: JOE DEARMAN VERIZON CALIFORNIA, INC. 13911 PARK AVENUE SUITE 200 VICTORVILLE, CA 92392-2407 (760) 245-0846 CONTACT. IVAN ROBIDOUX WILTEL, INC. FIBER-OPTIC TELECOMMUNICATIONS LAS VEGAS, NEVADA TO LOS ANGELES, CA UPLAND, CA 91786 P.O. BOX 21348, MD 26-3 TULSA, OK 74121 918 588-3397 909) 947-9441 (LOCAL CONTACT) LOCAL CONTACT. JERRY KENNEDY r K' 0 Em IN 0 h F D R A W I LF ME G tS SHEET MO. DESCR?TION Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA s TITLE SHEET f j. STORM DRAIN IMPROVEMENT PLANS 2 LINE A STA 28+00 - STA 34+00 3 LINE A STA 34+00 - STA 42+50 4 LINE A STA 42+50 - 51+00 k 5 LINE A STA 51+00 - STA 54+26.18 6 LINE B STA 10+00 - REV. REVISION DESCRIPTION 7 LINE C STA 10+00 - ADDED DETAILS, REVISED NOTES 11 & 16 3285 ON SHT. 6 Z� R CORP DR-A'XiNetS- LATERALS PROFILES AND DETAILS 9 DETAILS IMA 'IOV Silo . 1 fi3 4 DATE ENGR. CITY DATE / SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT 5/2/05W.W.W. COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �131t`1(c1 SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. LEGAL DESCRIPTION: LOTS 15-63 OF TRACT NO. 13750, IN THE CITY OF FONTANA, COUNTY OF SAN BERNADINO, CALIFORNIA, PER AMENDED MAP RECORDED IN BOOK 250, PAGES 48-66 OF MAPS, RECORDS OF SAN BERNADINO COUNTY. UNDERGROUND UTILITIES & STRUCTU THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE N EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTl 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 C THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS." W PRIVATE ENGINEERS NOTICE TO CONTRACTORS Y 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 3 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 FORM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. r UTILITY PURVEYORS: ELECTRICITY SOUTHERN CALIFORNIA EDISON CO. DISTRIBUTION PLANNING 7951 REDWOOD AVENUE FONTANA, CA 92335 (909) 357-6221 CONTACT. JOHN RUSSELL GAS SOUTHERN CALIFORNIA GAS CO. DISTRIBUTION PLANNING 16231 VALLEY BOULEVARD FONTANA, CA 92335 (909) 428-8411 CONTACT: GREG GASPER WATER FONTANA WATER COMPANY 8440 NUEVO AVENUE FONTANA CA, 92334 (909) 822-2201 4w1 :n CITY OF FONTANA 8353 SIERRA AVENUE P.O. BOX 518 FONTANA, CA 92335 (909) 350-7610 OWNER/DEVELOPER ETCO COMMUNITIES 540 WESTMINSTER MALL WESTMINSTER, CA 92683 (714) 379-3279 ADELPHIA COMMUNICATIONS 1260 DUPONT STREET ONTARIO, CA 91761 (909) 390-4738 CONTACT. LENS MCDONALD N.T.S. MARKS CABLEMSION FIBER -OPTICS/ TRUNK LINK THROUGH PROJECT 4240 HALLMARK PARKWAY SAN BERNARDINO, CA 92407 (909) 880-0220 CONTACT: JOE DEARMAN VERIZON CALIFORNIA, INC. 13911 PARK AVENUE SUITE 200 VICTORVILLE, CA 92392-2407 (760) 245-0846 CONTACT. IVAN ROBIDOUX WILTEL, INC. FIBER-OPTIC TELECOMMUNICATIONS LAS VEGAS, NEVADA TO LOS ANGELES, CA UPLAND, CA 91786 P.O. BOX 21348, MD 26-3 TULSA, OK 74121 918 588-3397 909) 947-9441 (LOCAL CONTACT) LOCAL CONTACT. JERRY KENNEDY r K' 0 Em IN 0 h F D R A W I LF ME G tS SHEET MO. DESCR?TION Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA 1 TITLE SHEET f j. STORM DRAIN IMPROVEMENT PLANS 2 LINE A STA 28+00 - STA 34+00 3 LINE A STA 34+00 - STA 42+50 4 LINE A STA 42+50 - 51+00 k 5 LINE A STA 51+00 - STA 54+26.18 6 LINE B STA 10+00 - STA 16+81.65 7 LINE C STA 10+00 - STA 10+85.99 3285 & LATERALS PROFILES 8 LATERALS PROFILES AND DETAILS 9 DETAILS 10 DETAILS 11 DETAILS 12- DETAILS 13 DETAILS I.1 N. KAM J.b.M. btlNU NUK IN UU 10 L I ' WEST AS SHOWN ON AMENDED TRACT MAP No. 13750 RECORDED IN BOOK 250 PAGES 48 THROUGH 66 OF MAPS, RECORDS OF SAN BERNARDINO COUNTY. Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA E' f j. STORM DRAIN IMPROVEMENT PLANS 3 DRAWN BY: TMCU or qr -ET SCALE: AS SHOWN No. 43179 R.C.E. 43179 EXP 3-31-06 * Exp. 03-31-06 i` DESIGNED BY:ACT RO101114 DATE: 9TF ■ BY: OF C A��F Date CHECKED BY: �A;PPK06VED DRAWING NO.: www ENGIN ER R.C.E. 51152 DATE: ; �y 3285