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HomeMy WebLinkAbout3670-1GENERAL NO 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 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. J. 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 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 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. CITY OF FONTANA STORM DRAIN IMPROVEMENT PLANS MASTER PLAN LINE B5 FROM SUMMIT AVENUE, f0+84.98 TO 36+09.98 GENERAL NOTES (CONTINUED . 33. AS-BULIT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 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 DESIGN VELOCITIES EXCEED 20 FEET PER SECOND. THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE fc=5,000 psi FOR VELOCITIES EXCEDDING 20 FEET PER SECOND AND fc=6,000 psi FOR VELOCITIES EXCEEDING 30 FEET PER SECOND." 35. MINIMUM D -LOAD FOR ALL R.C.P. IS 1350. CITY OF FONTANA UTILITY NOTIFICATION LIST CITY OF FONTANA PACIFIC BELL CO. ATTN: ANTHONY SALAM ATTN.- NORMA GUILLOT 8353 SIERRA AVENUE 1265 N. VAN BUREN STREET FONTANA, CA 92335 SUI TE 180 (909) 350-6632 ANAHEIM, CA 92807 C.L. (714) 666-5401 SO. CALIFORNIA GAS COMPANY END CURVE ATTN.- GREG GASPAR COMCAST (CABLE TV) 16231 VALLEY BLVD. ATTN: JACK HAYES 1205 FONTANA, CA. 92335 DUPONT AVENUE ONTARIO, CA. 91761 EMERGENCIES- (909) 390-4738 (800) 427-2200 FINISH SURFACE SO. CALIFORNIA EDITON COMPANY VERIZON 7951 REDWOOD AVE. A TTN: STEVE HOCK FONTANA, CA. 92335 1400 E. PHILLIPS BLVD. 820-5598 - 91766 (909 875-5100 - TRANSMISSIONS (909)ERGROUND 4, -6CA. (909) 469-6327 (21) 637-1233 - PIPELINES \�\ (909) 357-6233 - DISTRIBUTION FONTANA WATER COMPANY 5 ATTN: MICHAEL J. McGRAW SELECTED TRENCH SIDE 8440 NUEVO AVENUE CRAWFORD CANYON MUTUAL WATER CO. FONTANA, CA 92335 (909) ATTN: BASIL J. FABRIZIO 822-2201 FAX.- (909) (909) 463-9580 823-5046 UNDERGROUND SERVICE ALERT PROFILES (800) 422-4133 WEST VALLEY WATER DISTRICT 7 ATTN.- LON TSAI METROPOLITAN WATER DISTRICT 855 W. BASELINE ROAD WATER SYSTEM OPERATION GROUP RIAL TO, CA 92377 A TTN: JOE MIRONE 8 MAX. (909) 7i6-2664 SAN GABRIEL VALLEY DETAILS MUNICIPAL WATER DISTRICT s ATTN.- DAVE JOHNSON = 549 EAST SIERRA MADRE AVENUE P.O. BOX 1299 AZUSA, CA. 91702-1299 (909) 969-7911 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. THE CONTRACTOR SHALL COMPLY WITH ALL N.P.D.E.S. REQUIREMENTS. 32, UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION O OF THE CITY TRAFFIC., GINEER. X", GC'RD DRAWING h THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN DIAL �` W rT' PART, ON THE BASIS OF INFORMATION COMPILED AND BEFORE FURNISHED BY OTHERS, THE ENGINEER WILL NOT BE YOU DIC RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS TOLL FREE 1-800-227-2600 HEREOF. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 0 I I J U CO � i 1 rr+r_a rn SHEET INDEX SCALE.- 1 "=300' A. C. ASPHAL TIC CONCRETE B. C. BEGIN CURVE B. V. C. BEG. VERTICAL CURVE B. W. BACK SIDEWALK C.B. CATCH BASIN C.L. CENTERLINE E. C. END CURVE E. P. EDGE PA VEMEN T E. G. EDGE GRADE E. VC. END VERTICAL CURVE F. L. FLOW LINE F.S. FINISH SURFACE G.B. GRADE BREAK H.P. HIGH POIN T INV. INVERT 0. C. ON CURVE TOP OF STRUCTURAL PAVEMENT SUBGRADE 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 AGG.BASE ALL TRENCHES LESS THAN 100' IN LENGTH. 4. COMPACTION SHALL BE 90% IN ALL ZONES UNLESS OTHERWISE SPECIFIED. TRENCH STABILITY SHALL CONFORM TO CAL -OSHA REQUIREMENTS. M. W.D. CONSTRUCTION NOTES: 1. NOTIFY MR. JOE MIRONE OF M. W.D. 'S WATER SYSTEM OPERATIONS GROUP, TELEPHONE (909)776-2664, AT LEAST TWO (2) WORKING DAYS (MONDAY THROUGH THURSDAY) PRIOR TO ANY WORK IN THE VICINITY OF MWD'S FACILITIES AND RIGHT-OF-WAY. 2. EXISTING PIPELINE IS ADEQUATE FOR AASHTO H-20 LOADING, WITH A MINIMUM 4 FEET OF COVER, DURING CONSTRUCTION, WITH A MINIMUM 5 FEET OF COVER, EQUIPMENT IMPOSING LOADS NO GREATER THAN THOSE IMPOSED BY A LOADED CATERPILLAR 657E OR A 666B SCRAPER MAY OPERATE OVER THE PIPELINE, PROVIDED THE GROUND IS MAINTAINED IN A SMOOTH CONDITION ON BOTH SIDES OF THE PIPELINE. J. A LIST AND SPECIFICATIONS OF ALL CONSTRUCTION EQUIPMENT PROPOSED TO BE USED OVER THE PIPELINE MUST BE SUBMITTED FOR M. W.D. 'S REVIEW AND APPROVAL AT LEAST 30 DAYS PRIOR TO CONSTRUCTION. 4. ALL M.W.D. S STRUCTURES SHALL BE NOTED AND LOCATED PRIOR TO ANY CONSTRUCTION WORK. WHEN A MANHOLE OR OTHER M. W.D. FACILITY MUST BE MODIFIED TO ACCOMMODATE THE CONSTRUCTION, THE FACILITY SHALL BE MODIFIED BY M.W.D. FORCES. P.C.C. PORTLAND CEMENT CONCRETE (R) RIDGE LINE R/W RIGHT OF WA Y TAN. TANGENT T. C. TOP OF CURB 1:1 SLOPE OR FLATTER V OR ADEQUATE SHORING INDICATES EXISTING ELEVATION 590.77 INDICATES PROPOSED ELEVATION OF INDICATES SLOPE 2.-1 DETAILS AC PA VEMENT 322-1 (SEE SHT REMOVAL 3 GRIND 90% COMPACTED EDGE OF PAVEMENT DRAIN LINE B5, LYTLE NATIVE BACKFILL 4 OF 8 6" MAX. SIZE \�\ GRANULAR BEDDING FROM CREEK STA. 19+50 TO 29+00 5 \ SELECTED TRENCH SIDE �� DRAIN LINE B5, LYTLE MATERIAL (1" MAX. SIZE). 6 OF 8 LATERAL PROFILES 4 EA 7 6" MIN. III = DETAILS N III - - 8 MAX. OF w z DETAILS ISI s III - = III - w w_ III = III z w m o - �w III - • m 0.6'D' STORM DRAIN PIPE GRANULAR BEDDING FROM SELECTED TRENCH SIDE MATERIAL FOR PIPE 10' OR GREATER IN DEPTH USE 1/2" CRUSHED STONE BEDDING. TRENCH DETAIL NOT TO SCALE 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 AGG.BASE ALL TRENCHES LESS THAN 100' IN LENGTH. 4. COMPACTION SHALL BE 90% IN ALL ZONES UNLESS OTHERWISE SPECIFIED. TRENCH STABILITY SHALL CONFORM TO CAL -OSHA REQUIREMENTS. M. W.D. CONSTRUCTION NOTES: 1. NOTIFY MR. JOE MIRONE OF M. W.D. 'S WATER SYSTEM OPERATIONS GROUP, TELEPHONE (909)776-2664, AT LEAST TWO (2) WORKING DAYS (MONDAY THROUGH THURSDAY) PRIOR TO ANY WORK IN THE VICINITY OF MWD'S FACILITIES AND RIGHT-OF-WAY. 2. EXISTING PIPELINE IS ADEQUATE FOR AASHTO H-20 LOADING, WITH A MINIMUM 4 FEET OF COVER, DURING CONSTRUCTION, WITH A MINIMUM 5 FEET OF COVER, EQUIPMENT IMPOSING LOADS NO GREATER THAN THOSE IMPOSED BY A LOADED CATERPILLAR 657E OR A 666B SCRAPER MAY OPERATE OVER THE PIPELINE, PROVIDED THE GROUND IS MAINTAINED IN A SMOOTH CONDITION ON BOTH SIDES OF THE PIPELINE. J. A LIST AND SPECIFICATIONS OF ALL CONSTRUCTION EQUIPMENT PROPOSED TO BE USED OVER THE PIPELINE MUST BE SUBMITTED FOR M. W.D. 'S REVIEW AND APPROVAL AT LEAST 30 DAYS PRIOR TO CONSTRUCTION. 4. ALL M.W.D. S STRUCTURES SHALL BE NOTED AND LOCATED PRIOR TO ANY CONSTRUCTION WORK. WHEN A MANHOLE OR OTHER M. W.D. FACILITY MUST BE MODIFIED TO ACCOMMODATE THE CONSTRUCTION, THE FACILITY SHALL BE MODIFIED BY M.W.D. FORCES. P.C.C. PORTLAND CEMENT CONCRETE (R) RIDGE LINE R/W RIGHT OF WA Y TAN. TANGENT T. C. TOP OF CURB W WID TH V VERTICAL DEPTH (590.77) INDICATES EXISTING ELEVATION 590.77 INDICATES PROPOSED ELEVATION OF INDICATES SLOPE 2.-1 DETAILS AC PA VEMENT 322-1 (SEE SHT REMOVAL 3 GRIND 8 EDGE OF PAVEMENT REV. REVISION DESCRIPTION DATE ENGR. I CITY DATE SHOULD CONS TRUC TION 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 CONDITIONS AND STANDARDS IN EFFECT. I REV LAT. `'L" ,4 "M1' SS1 T. C L t4I�, �e�lVA w J Q U 0 0 z VICINITY MAP NOT TO SCALE CONSTRUCTION NOTES: LF 2,355 CONSTRUCT 66" R.C.P. STORM DRAIN (D LOAD SHOWN ON SHEET INDEX SHEET PLAN). Q --CONSTRUCT 36" R.C.P. STORM DRAIN (D DESCRIPTION 1 OF 8 TITLE SHEET ( -CONSTRUCT 24" R.C.P. STORM DRAIN (D LOAD SHOWN ON 2 OF 8 DETAILS & NOTES 322-1 (SEE SHT 7). 3 OF 8 STORM DRAIN LINE B5, LYTLE CREEK STA. 10+84.98 TO 19+50 4 OF 8 STORM DRAIN LINE B5, LYTLE CREEK STA. 19+50 TO 29+00 5 OF 8 STORM DRAIN LINE B5, LYTLE CREEK STA. 29+00 TO 36+09.98 6 OF 8 LATERAL PROFILES 4 EA 7 OF 8 DETAILS 1 EA - 8 OF 8 DETAILS CONSTRUCTION NOTES: LF 2,355 CONSTRUCT 66" R.C.P. STORM DRAIN (D LOAD SHOWN ON PLAN). (2) -CONSTRUCT 42" R.C.P. STORM DRAIN (D LOAD SHOWN ON PLAN). Q --CONSTRUCT 36" R.C.P. STORM DRAIN (D LOAD SHOWN ON PLAN). CONSTRUCT 30" R.C.P. STORM DRAIN (D LOAD SHOWN ON PLAN). ( -CONSTRUCT 24" R.C.P. STORM DRAIN (D LOAD SHOWN ON PLAN). (�)-CONSTRUCT M.H. PER A.P. W.A. STD. PLAN 320-1 SEE SHT. 7). CONSTRUCT M. H PER A.P. W.A. STD. PLAN 322-1 (SEE SHT 7). CONSTRUCT J.S. PER A.P. W.A. STD. PLAN 331-2 (SEE SHT 7). O9 --CONSTRUCT J.S. PER A.P.W.A. STD. PLAN 332-1 (SEE SHT 8). 1�-CONSTRUCT P.C.C. COLLAR PER A.P. W.A. STD. PLAN 380-2 (SEE SHT. 8). 1D --CONSTRUCT BRICK & MORTAR BULKHEAD PER DETAIL SHOWN ON SHT 2. CONSTRUCT CATCH BASIN PER A. P. W.A. STD. PLAN 300-2 (SEE SHT 8). CONSTRUCT C.S.P. INLET MODIFIED TYPE V (SEE SHT 2). I REMOVE EXIST 36' R.C.P. 2 EA REMOVE EXIST C.S.P. INLET. EA 4 QTY & UNI T. - PHA SE :PHASE A - PHASE 120 LF 2,355 LF - LF 48 LF 11 LF 106 LF 40 LF 32 LF - LF 178 LF 1 EA 2 EA - EA 4 EA I EA - EA - EA 4 EA I EA 2 EA 1 EA 4 EA 3 EA 4 EA - EA 4 EA 12 LF - LF 1 EA - EA (VOTE: 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. BENCH MARK.• # 8-17 BASIS OF BEARINGS: CAL TRANS BENCHMARK Igg-17. A BRASS CAP IN THE COIJCRETF BASE OF THE BRG. N08959'31'E THE SOUTH LEG OF AN SCE TOWER ALONG THE CL SUMMIT AVE 343' NORTH OF HIGHLAND, 0.2 M/ WEST AS SHOWN ON 7R. NO. OF SAN SEVAINE RD., 2.65 M/ WEST 16427-1, M.B. 296/7-11. OF SIERRA A VE. SCALE• Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA PROFESSI PREPARED IN THE OFF/CE OF MADOLE AND ASSOCIATES, INC. ^ STORM DRAIN /MPROVMENT PLANS cV DRAW" BY L YTL E CREEK ROAD SCALE• 1i3 No. 36637 c 760-A SOUTH ROCHESTER AVENUE ONTARIO, CA 91761 lIm/MA T/TLE SHEET AS SHOWN DESIGNED BY. DA TE:sT JUNE 2004 Exp: 06-30-06 PHONE (9091 937-9151 MPSD UN B.�J to N \P gTFOFCq /D p,�A/ CHECKED BY. APPR D FO�� r t,�Date DRAWING NO. RCE 36637 EXP. 6-3 3670 8 C TY ENGINEER R. C. E. 51152 DATE WENDELL L. /WA TSURU w '