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Home My WebLink About4932-1GENERAL 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 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 CONTRACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 12. THE LL COORDINATE CONSTRUCTION WITH ALL UTI COMPANIES INCLUDING BUT 2 E CONTRACTOR SHA UTILITY COMP I 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 WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 22. 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. 23. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET 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, CONTRACTOR SHALL COMPLY WITH ALL N.P.D.E.S. REQUIREMENTS. CONTRACTOR SHALL ADJUST TO FINISH GRADE ALL MANHOLE RIMS, WATER VALVE BOXES, UTILITY BOXES AND LIDS, ETC. CONTRACTOR SHALL PROVIDE ALL THE NECESSARY PIPE FITTINGS TO COMPLETE THE WORK. THE ENGINEER PREPARING THESE PLANS SHALL NOT BE HELD RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE REQUESTED IN WRITING AND MUST BE APPROVED BY THE ENGINEER OF RECORD. QUANTITIES SHOWN HOWN HEREON ARE PROVIDED FOR PERMIT AND BONDING PURPOSES ONLY. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THEIR OWN QUANTITIES PRIOR TO BIDDING AND CONSTRUCTION. THE ENGINEER IS NOT RESPONSIBLE FOR DISCREPANCIES IN FINAL CONSTRUCTION QUANTITIES. A.C. ASPHALTIC CONCRETE (R) RIDGE LINE B.C. BEGIN. CURVE R/W RIGHT OF WAY B.V.C. BEG. VERTICAL CURVE TAN. TANGENT B.W. BACK SIDEWALK T.C. TOP OF CURB C.B. CATCH BASIN 0 CONSTRUCT C.L. CENTERLINE V VERTICAL DEPTH E.C. E.P. END CURVE EDGE PAVEMENT (590.69) INDICATES EXISTING ELEVATION E.G. EDGE GRADE 590.69 INDICATES PROPOSED ELEVATION E.V.C. END VERTICAL CURVE [590.69] INDICATES FUTURE ELEVATION F.L. FLOW LINE�!_- CATCH BASIN INDICATES SLOPE 2:1 MAX. F.S. FINISH SURFACE 1 EA. G.B. GRADE BREAK CONSTRUCT AC PAVEMENT H.P. HIGH POINT W=7 ----- REMOVAL INV. O.C. INVERT ON CURVE ' GRIND P.C.C. PORTLAND CEMENT CONCRETE j/j EDGE OF PAVEMENT SEW. PROPOSED SEWER LINE EA. CONSTRUCT WAT. PROPOSED WATER LINE S.F. CITY O FONTANA OW81'I'm STORM DRAIN PLAN TRACT NO. 1808024 15 ppp 14 13 ty� 12 lU 10 N 0 N 0 a d 9 8 7 6 5 4 3 V) 1 SD. PLAN cV N II � o Cq V N y O APN 0226-074-19 APN 0226-074-18 /Y- a E a < l 4z- zq 28 LINE ARCEL LINE PARCEL LINE 27 -TRACT BOUNDARY 16 �i7 1g 19 20 1 21 2219 2021 22 117 1 116 LIA w�N , � w 115 114 LOT E E s "e�, 112 103 N 104 106 107 108 IAT B 30 26 23 1' 25 24 72 '/0 71 INDEX MAP SCALE: 1'=150' SCALE IN FEET 75 74 73 ,VSTING RE'SlUE'NG5 35 34 33 32 36 37 3 39 40 41 1 m f 0 42 0 43 d w O 44 O 78 76 77 S57 58 59 56 60 55 61 62 54 53 47 48 49 LU W 50 :3 � PROJECT SITE HAWKER- CRAWFORD CHANNEL NOTES: 6- 1. TRENCH WIDTH SHALL BE CONTROLLED ti TO TOP OF PIPE ZONE. ------ 2. TRENCH DEPTHS OF GREATER THAN 5' 11 SHALL HAVE ADEQUATE SHORING. 7U - 3. CLASS II AGG. BASE ALL TRENCHES LESS THAN 100' IN LENGTH. 6" MAX. SIZE 4. COMPACTION SHALL BE 90% IN ALL NATIVE SOIL ZONES UNLESS OTHERWISE SPECIFIED. COMPACTED 90% TRENCH STABILITY SHALL CONFORM u TO -CAL-OSHA REQUIREMENTS. GRANULAR BEDDING FROM SELECTED TRENCH SIDE MATERIAL (1"MAX. SIZE) STORM DRAIN � PIPE GRANULAR BEDDING FROM SELECTED~ TRENCH SIDE MATERIAL FOR PIPE 10" OR GREATER IN DEPTH USE 1/2" CRUSHED STONE BEDDING. f6( JII LI VICINITY MAP NOT TO SCALE rl TOP OF STRUCTURAL PAVEMENT SUBGRADE'MA3"X. SIZE NATIVE SOIL COMPACTED 95% -- - '-- -- 1:1 SLOPE OR FLATTER OR ADEQUATE SHORING " MAX. SIZE SELECTED NATIVE 1BEDDINT COMPACTED u TRENCH DETAIL NTS DESIGN VELOCITIES EXCEED 20 FEET PER SECOND. THE CONCRETE DESIGN STRENGTH D eIN COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL � L w F IN THESE REACHES SHALL BE fc=5,000 psi FOR VELOCITIES EXCEDDING 20 FEET PER STORM DRAIN IMPROVEMENT PLANS SECOND AND fc=6,000 psi FOR VELOCITIES EXCEEDING 30 FEET PER SECOND. SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, c, ��Gp' «�MADOLE 9302PInmmGHA`1B WM230 DRAWN, BY: �3 No. 36637 c 'L ♦ RANCHO CUCAMONGA CA. W30 TY LLP �v� NO. IOV2� 35. MINIMUM D -LOAD FOR ALL R.C.P. IS 1350. DIAL TWO WORKING FAX' 9WAS0322 BEFORE DAYS BEFORE THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Exp: os -3o -1z a Engineer ngCommunifiesforLfe FA« aL�ze DESIGNED BY' N -SITE STaRM DRAIN PLAN CONSTRUCTION NOTES 5O CONSTRUCT QUANTIMES 6 EA. O CONSTRUCT 42" R.C.P. STORM DRAIN (D LOAD SHOWN ON PLAN).__- ------ 55 L.F. 0 CONSTRUCT 24" R.C.P. STORM DRAIN (D LOAD SHOWN ON PLAN) :___________________1,449 FONTANA, CA 92335 L.F. O CONSTRUCT 18" R.C.P. STORM DRAIN (D LOAD SHOWN ON PLAN) --------------------- 890 L.F. 4O CONSTRUCT CATCH BASIN PER CITY OF FONTANA STD. PLAN 3004. W=4' ----------- 1 EA. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE 8O CONSTRUCT 6" MIN. GROUTED ROCK RIP -RAP - SEE DETAIL ON SHEET 5 ___________1,320 TELEPHONE: SF. W=7 ----- - 2 EA. THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SECTION 13; TOWNSHIP 1 BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY SOUTHERN CALIFORNIA GAS COMPANY W=8 ----------- 1 EA. CONSTRUCT CONCRETE SPILLWAY PER DETAIL ON SHEET NO. 4______________________ 375 S.F. 26. W=10' ----------- 3 EA. 855 W. BASELINE ROAD PHONE: 909.481.6322 OF CITRUS AVENUE CENTERLINE & 1.25 MILES NORTH OF HIGHLAND AVENUE 118/64. SAID SOUTH LINE IS ALSO THE CENTERLINE OF DUNCAN CANYON ROAD AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT W=14 ------------ 1 EA: 1 EA. RIALTO, CA 92377 FAX: 909.481.6320 IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. CENTERLINE. W=28' ------------ 1 EA. DESIGN VELOCITIES EXCEED 20 FEET PER SECOND. THE CONCRETE DESIGN STRENGTH D eIN COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL � L w F IN THESE REACHES SHALL BE fc=5,000 psi FOR VELOCITIES EXCEDDING 20 FEET PER STORM DRAIN IMPROVEMENT PLANS SECOND AND fc=6,000 psi FOR VELOCITIES EXCEEDING 30 FEET PER SECOND. SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, c, ��Gp' «�MADOLE 9302PInmmGHA`1B WM230 DRAWN, BY: �3 No. 36637 c 'L ♦ RANCHO CUCAMONGA CA. W30 TY LLP �v� NO. IOV2� 35. MINIMUM D -LOAD FOR ALL R.C.P. IS 1350. DIAL TWO WORKING FAX' 9WAS0322 BEFORE DAYS BEFORE THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Exp: os -3o -1z a Engineer ngCommunifiesforLfe FA« aL�ze DESIGNED BY' N -SITE STaRM DRAIN PLAN 30. IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY 0 150' 300' 450' 600' 5O CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3013. ______________________ 6 EA. NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. BRING THEM INTO CONFORMANCE WITH CONDITIONS AND S OIVW% a`P �FOpCAL1FOE` 8353. SIERRA AVENUE 1205 DUPONT AVENUE 7951 REDWOOD AVE. MADOLE AND ASSOCIATES, INC. LVD FONTANA, LLC 03/13/12 G O 31. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE FONTANA, CA 92335 ONTARIO, CA. 91761 24. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH 1156 N. MOUNTAIN AVE. CONSTRUCT P.C.C. COLLAR PER CITY OF FONTANA STD. PLAN 3022. ----------------- 3 EA. BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. EXISTING CONCRETE. 7� CONSTRUCT OUTLET STRUCTURE PER DETAIL ON SHEET NO. 5 ----- ___------------- - 4 EA. BASIS: OF BEARINGS: 25. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE 8O CONSTRUCT 6" MIN. GROUTED ROCK RIP -RAP - SEE DETAIL ON SHEET 5 ___________1,320 TELEPHONE: SF. 9302 PITTSBURGH AVE., SUITE 230 PHONE: 909.946.7537 CITY ENGINEER. THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SECTION 13; TOWNSHIP 1 BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY SOUTHERN CALIFORNIA GAS COMPANY AT&T WEST VALLEY WATER DISTRICT O CONSTRUCT CONCRETE SPILLWAY PER DETAIL ON SHEET NO. 4______________________ 375 S.F. 26. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION 16231 VALLEY BLVD. 11464 TELEGRAPH ROAD 855 W. BASELINE ROAD PHONE: 909.481.6322 OF CITRUS AVENUE CENTERLINE & 1.25 MILES NORTH OF HIGHLAND AVENUE 118/64. SAID SOUTH LINE IS ALSO THE CENTERLINE OF DUNCAN CANYON ROAD AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT 10 INSTALL 18" DOME LIGHT-DUTY GRATEPER NYLOPIAST OR APPROVED EQUAL. ________ 1 EA. RIALTO, CA 92377 FAX: 909.481.6320 IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. CENTERLINE. SEE DETAIL ON SHEET 5, PART #1899CGD.. RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. RECORD, 27. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE 11 CONSTRUCT PARKWAY DRAIN PER A.P.W.A. STANDARD PLAN 15:1-1, S=6:00' 1 EA. CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED CONCRETE PIPES MUST BE INCREASED TO PROVIDE A MINIMUM OF 1-1/2" OVER THE REINFORCING WHEN THE 0 REV. QSHOULD Al --- DATE ENGR. CITY DATE 03/15 VV.IVV KS 3/15 CONSTRUCTION OF THE REQUIRED IMPROVEMENTS 28 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, 12 CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3011 ------------------------ 1 EA. INSPECTED AND APPROVED. 13 CONSTRUCT JUNCTION STRUCTURE PER MODIFIED CITY OF FONTANA CITY OF FONTANA UTILITY NOTIFICATION LIST STD. PLAN 3011 (OMIT M.H.) 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OR -_------- STREETS. SEWER: CABLE: ELECTRIC: ENGINEER: OWNER/DEVELOPER: 14 CONSTRUCT 30" R.C.P. STORM DRAIN (D LOAD SHOWN ON PLAN).------------------- 44 L.F. DESIGN VELOCITIES EXCEED 20 FEET PER SECOND. THE CONCRETE DESIGN STRENGTH D eIN COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL � L w F IN THESE REACHES SHALL BE fc=5,000 psi FOR VELOCITIES EXCEDDING 20 FEET PER STORM DRAIN IMPROVEMENT PLANS SECOND AND fc=6,000 psi FOR VELOCITIES EXCEEDING 30 FEET PER SECOND. SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, c, ��Gp' «�MADOLE 9302PInmmGHA`1B WM230 DRAWN, BY: �3 No. 36637 c 'L ♦ RANCHO CUCAMONGA CA. W30 TY LLP �v� NO. IOV2� 35. MINIMUM D -LOAD FOR ALL R.C.P. IS 1350. DIAL TWO WORKING FAX' 9WAS0322 BEFORE DAYS BEFORE THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Exp: os -3o -1z a Engineer ngCommunifiesforLfe FA« aL�ze DESIGNED BY' N -SITE STaRM DRAIN PLAN 30. APPROVED SOILS STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. CITY OF FONTANA TIME WARNER CABLE SOUTHERN CAUFORNIA EDISON COMPANY BRING THEM INTO CONFORMANCE WITH CONDITIONS AND S OIVW% a`P �FOpCAL1FOE` 8353. SIERRA AVENUE 1205 DUPONT AVENUE 7951 REDWOOD AVE. MADOLE AND ASSOCIATES, INC. LVD FONTANA, LLC 03/13/12 G 31. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE FONTANA, CA 92335 ONTARIO, CA. 91761 FONTANA, CA. 92336 CONSULTING CIVIL ENGINEERS 1156 N. MOUNTAIN AVE. TOLL FREE 1-800-227-2600 BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. PHONE: 909.350.6632 PHONE: 909.390.4738 PHONE: 909.357.6221 & LAND PLANNERS UPLAND, CA 91786-0670 BENCH MARK: NGS: EV9118 BASIS: OF BEARINGS: ,,,pp(E CHECKED BY; 32. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, GAS: - TELEPHONE: WATER: 9302 PITTSBURGH AVE., SUITE 230 PHONE: 909.946.7537 1.5 INCH BRASS DISK ON TOP OF THE NORTHWEST LEG OF EDISON TOWER NO. THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SECTION 13; TOWNSHIP 1 BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY SOUTHERN CALIFORNIA GAS COMPANY AT&T WEST VALLEY WATER DISTRICT RANCHO CUCAMONGA, CA 91730 CONTACT: BRYAN GOODMAN 18-3; LOCATED 49 FEET +/- WEST NORTH, RANGE 6 WEST S.&M. PER R.S. 4932 TRAFFIC ENGINEER. 16231 VALLEY BLVD. 11464 TELEGRAPH ROAD 855 W. BASELINE ROAD PHONE: 909.481.6322 OF CITRUS AVENUE CENTERLINE & 1.25 MILES NORTH OF HIGHLAND AVENUE 118/64. SAID SOUTH LINE IS ALSO THE CENTERLINE OF DUNCAN CANYON ROAD 33. BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF FONTANA, CA 92335 SANTA FE SPRINGS, CA 90670 RIALTO, CA 92377 FAX: 909.481.6320 CENTERLINE. AND HAS A BEARING OF N89'22'55"E. RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. RECORD, PHONE: 909.428.8411 PHONE: 714.666.5415 PHONE: 909.875.1361 CONTACT: MARK BERTONE TODD MILLER / ELEVATION: 1676.78 FEET 34. THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED CONCRETE PIPES MUST BE INCREASED TO PROVIDE A MINIMUM OF 1-1/2" OVER THE REINFORCING WHEN THE 0 REV. QSHOULD Al REVISION DESCRIPTION AS BUILT DATE ENGR. CITY DATE 03/15 VV.IVV KS 3/15 CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT PREPARED UNDER THE SUPERVISION OF: CfTY OF FONTANA, DESIGN VELOCITIES EXCEED 20 FEET PER SECOND. THE CONCRETE DESIGN STRENGTH D eIN COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL � L w F IN THESE REACHES SHALL BE fc=5,000 psi FOR VELOCITIES EXCEDDING 20 FEET PER STORM DRAIN IMPROVEMENT PLANS SECOND AND fc=6,000 psi FOR VELOCITIES EXCEEDING 30 FEET PER SECOND. SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, c, ��Gp' «�MADOLE 9302PInmmGHA`1B WM230 DRAWN, BY: �3 No. 36637 c 'L ♦ RANCHO CUCAMONGA CA. W30 TY LLP �v� NO. IOV2� 35. MINIMUM D -LOAD FOR ALL R.C.P. IS 1350. DIAL TWO WORKING FAX' 9WAS0322 BEFORE DAYS BEFORE THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Exp: os -3o -1z a Engineer ngCommunifiesforLfe FA« aL�ze DESIGNED BY' N -SITE STaRM DRAIN PLAN . .. DA J:\126-2500\storm\StormDrainON-site\SDO1_ON Site.dwg, 5/18/2012 1:37:36PM;=::djovier 36. STORM DRAIN INLET SIGNAGE "NO DUMPING FLOWS TO CREEK" SHALL BE PLACED ON YOU DIG YOU DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS AND S OIVW% a`P �FOpCAL1FOE` LLP TIT EET 03/13/12 G ALL CATCH BASINS PER CITY OF FONTANA STD. 6002. TOLL FREE 1-800-227-2600 ,,,pp(E CHECKED BY; AP OV60 B DRAWING NO. - -- A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT. HFA E'• (� MB/Ttvt �� 4932 ' 1 Ir. CITY PKIrINEER R G E 51152 . .. DA J:\126-2500\storm\StormDrainON-site\SDO1_ON Site.dwg, 5/18/2012 1:37:36PM;=::djovier