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Home My WebLink About5602-1CITY OF FONTANA CYPRESS AVENUE WATER QUALITY STORM DRAIN _ I►. SIERRA LAKES WATER QUALITY BASIN 3 SUMMIT AVENUE IIII III _ TINaC T 16695 _ �I �c�o�o� IRM / 5 I �I I I Io Q i I I� _CYPRESS AVENUE TRAC U 171- j _T C�C� SCALE:1 "=200' .II-III- �i� /� �z� CASA GRANDE ROAD II I it ii 2=:�>j=SCA=LE-:::1 " = 200' -� - - - - G, r= GARDENS STREET F_�:l VICINITY MAP NOT TO SCALE DUNCAN CANYON ROAD 9961 -_ _- I LEGEND CONSTRUCTION NOTES QUANTITIES GENERAL NOTES A.C. 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, 24. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH TOP OF STRUCTURAL THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION EXISTING CONCRETE. BEGIN CURVE ("GREEN BOOK") AND THE STATE OF CALIFORNIA D.O.T. STD. SPEC'S AND PLANS. ALL REFERENCE CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3011. PVM'T. SUBGRADE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 25. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE BEG. VERTICAL CURVE 2O CITY ENGINEER. 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE B.W. C.B. BACK SIDEWALK CATCH BASIN RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR 26. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATI( 3" MAX. SIZE NATIVE SOIL SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT C.L. D/L CENTERLINE DAY LIGHT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. SMH 4. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE ONE WEEK 27. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. CONSTRUCT DOUBLE 3'Wx2'H R.C.B. (SEE SHEET 9) PRIOR TO IMPLEMENTING DETOURS. ADEQUATE SHORING -90% COMPACTED 5. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT 28 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, 6 DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK, INSPECTION COORDINATION INSPECTED AND APPROVED. TOP OF HEADWALL RIDGE LINE SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OR COMPACTION SHALL BE 90% IN ALL -La- SPECIFIED. ZONES UNLESS OTHERWISESHALL RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. STREETS. 6. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES 30. APPROVED SOILS STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. PLACE 12" ROCK, OPEN GRADED (NO GROUT). DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 31. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE TANGENT BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR 32. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, TOP OF CURB OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY 8. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES TRAFFIC ENGINEER. WIDTH 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 33. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF WEST VALLEY WATER DISTRICT 59 O RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 9. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE (SEE SHEET 9). BEDDING MATERIAL SHALL MEET OR EXCEED SECTION 306-1.2.1, STD. SPECS FOR PUBLIC WORKS GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE 34. "THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED CONCRETE PIPES MUST EXISTING ELEVATION REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS BE INCREASED TO PROVIDE A MINIMUM OF 1-1/2" OVER THE REINFORCING WHEN THE CONSTRUCTION, LATEST EDITION. LOCALLY EXCAVATED THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. DESIGN VELOCITIES EXCEED 20 FEET PER SECOND. THE CONCRETE DESIGN STRENGTH TELEPHONE: IN THESE REACHES SHALL BE fc=5,000 psi FOR VELOCITIES EXCEEDING 20 FEET PER 10. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SECOND AND fc=6,000 psi FOR VELOCITIES EXCEEDING 30 FEET PER SECOND." SEPARATE PERMIT FOR THAT PURPOSE. 35. MINIMUM D -LOAD FOR ALL R.C.P. IS 1350. 11. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, PRIVATE ENGINEER'S NOTICE TO CONTRACTORS FONTANA CA 92335 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE PHONE: 714.666.5415 PHONE:(909) 822-2201 LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO N. MOUNTAIN AVE. 9302 PITTSBURGH AVE., SUITE 230 RANCHC SEWER: AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTRACT UNDERGROUND SERVICE ALERT AT THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE CITY OF FONTANA 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; TO THE BEST OF OUR KNOWLEDGE, THERE 8353 SIERRA AVENUE ATTN: JESSE FRANCO JR. ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED 12. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE NOT LIMITED TO GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS, ALL PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE 13. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING SAFETY APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER OF ALL PERSONS AND PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 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 14. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE OTHERWISE NOTED. CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 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. 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH BEGINNING OF WORK MEANS ACCEPTANCE OF CONDITIONS. MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. CONTRACTOR SHALL COMPLY WITH ALL N.P.D.E.S. REQUIREMENTS. 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 CONTRACTOR SHALL ADJUST TO FINISH GRADE ALL MANHOLE RIMS, WATER VALVE BOXES, UTILITY LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION BOXES AND LIDS, ETC. 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 CONTRACTOR SHALL PROVIDE ALL THE NECESSARY PIPE FITTINGS TO COMPLETE THE WORK. MONUMENT. THE ENGINEER PREPARING THESE PLANS SHALL NOT BE HELD RESPONSIBLE OR LIABLE FOR 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR REQUESTED IN WRITING AND MUST BE APPROVED BY THE ENGINEER OF RECORD. RESIDENTS AND EMERGENCY VEHICLES. QUANTITIES SHOWN HEREON ARE PROVIDED FOR PERMIT AND BONDING PURPOSES ONLY. 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THEIR OWN QUANTITIES PRIOR TO BIDDING ADEQUATE WATERING, AT ALL TIMES. AND CONSTRUCTION. THE ENGINEER IS NOT RESPONSIBLE FOR DISCREPANCIES IN FINAL 20. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE CONSTRUCTION QUANTITIES. DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL, REV. REVISION DESCRIPTION Q O 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 o REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. DIAL TWO WORKING 23. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET BEFORE DAYS BEFORE YOU DIG IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY YOU DIG NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. TOLL FREE 1-800-227-2600 TRAC U 171- j _T C�C� SCALE:1 "=200' .II-III- �i� /� �z� CASA GRANDE ROAD II I it ii 2=:�>j=SCA=LE-:::1 " = 200' -� - - - - G, r= GARDENS STREET F_�:l VICINITY MAP NOT TO SCALE DUNCAN CANYON ROAD 9961 -_ _- I LEGEND CONSTRUCTION NOTES QUANTITIES 1"MAX. SIZE SELECTED 6" MAX. SIZE /i r/i / A.C. ASPHALTIC CONCRETE O INSTALL 36" RCP STORM DRAIN (D -LOAD PER PROFILE) 2 TOP OF STRUCTURAL B.C. BEGIN CURVE O8 CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3011. PVM'T. SUBGRADE - 6'' MIN. 6" MIN. I i I = B.V.C. BEG. VERTICAL CURVE 2O INSTALL 42" RCP STORM DRAIN (D -LOAD PER PROFILE) (GASKETED) CONTROLLED TO TOP OF PIPE N z� ZONE. -- I I -III_ B.W. C.B. BACK SIDEWALK CATCH BASIN O CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3012. 3" MAX. SIZE NATIVE SOIL COMPACTED 95% �I \� C.L. D/L CENTERLINE DAY LIGHT 4O CONSTRUCT TRANSITION STRUCTURE PER SPPWC STD. PLAN 342-2. � SMH E.C. END CURVEE.P. EDGE PAVEMENT O CONSTRUCT DOUBLE 3'Wx2'H R.C.B. (SEE SHEET 9) 1:1 SLOPE OR FLATTER OR ADEQUATE SHORING -90% COMPACTED /rr �r E.G. EDGE GRADE 6 CONSTRUCT TRANSITION STRUCTURE PER CITY OF FONTANA STD. DWG. N0.3026. NATIVE BACKFILL/ter TOP OF HEADWALL RIDGE LINE E.V.C. END VERTICAL CURVE COMPACTION SHALL BE 90% IN ALL -La- SPECIFIED. ZONES UNLESS OTHERWISESHALL v 1"MAX. SIZE SELECTED 6" MAX. SIZE /i r/i / F.L. FLOW LINE 7O CUT AND REMOVE 7.66 L.F. SECTION OF EXIST. 72" RCP. NATIVE BEDDING COMPACTED TO 90% _ F.S. G.B. FINISH SURFACE GRADE BREAK O8 CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3011. NOTES: 1. TRENCH WIDTH SHALL BE III - 6'' MIN. 6" MIN. I i I = H.P. HIGH POINT Og INSTALL 30" RCP STORM DRAIN (D -LOAD PER PROFILE). 1 CONTROLLED TO TOP OF PIPE N z� ZONE. g" MAX. 8" MAX. =III i I I - INV. O.C. INVERT ON CURVE 10 CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3013. w I 2. TRENCH DEPTHS OF GREATER o THAN 5' SHALL HAVE ADEQUATE N a I - J III m P.C.C. PORTLAND CEMENT CONCRETE 11 INSTALL 24" RCP STORM DRAIN (D -LOAD PER PROFILE). SHORING. � SMH SEWER MANHOLE 52 CONSTRUCT CATCH BASIN MODIFIED CITY OF FONTANA STD. PLAN 3004 (CURB FACE 3. CLASS II AGG.BASE ALL TRENCHES I LESS THAN 100' IN LENGTH. o - - m T.FTG. TOP OF FOOTING 12 CONSTRUCT CONCRETE BACKFILL. 3 o I NOTE: z z THDW (R) TOP OF HEADWALL RIDGE LINE 13 CONSTRUCT CONCRETE COLLAR PER CITY OF FONTANA STD PLAN 3022. COMPACTION SHALL BE 90% IN ALL -La- SPECIFIED. ZONES UNLESS OTHERWISESHALL v R/W RIGHT OF WAY 14 CONSTRUCT STANDARD TRENCH REPAIR PER CITY OF FONTANA STD PLAN 1008. 27, PLACE 12" ROCK, OPEN GRADED (NO GROUT). 16231 VALLEY BLVD. TAN. TANGENT FONTANA, CA 92335 TRENCH STABILITY SHALCONFORM TO CAL-OSHA REQUIREMENTS. STORM 0,6-D' T.C. TOP OF CURB 15 CONSTRUCT BRICK AND MORTAR PLUG PER SAN BERNARDINO COUNTY STD. 176A. DRAIN PIPE ELECTRIC: W WIDTH SOUTHERN CALIFORNIA EDISON COMPANY WEST VALLEY WATER DISTRICT 59 O V VERTICAL DEPTH 855 W. BASELINE ROAD (SEE SHEET 9). BEDDING MATERIAL SHALL MEET OR EXCEED SECTION 306-1.2.1, STD. SPECS FOR PUBLIC WORKS TRENCHING AND TRENCH REPAIR IN ACCORDANCE WITH THE CITY (590.69) EXISTING ELEVATION 16 CONSTRUCT JUNCTION STRUCTURE PER CITY OF FONTANA STD. PLAN 3010. CONSTRUCTION, LATEST EDITION. LOCALLY EXCAVATED OF FONTANA STD. PLAN 1008. 590 69 TELEPHONE: NATIVE MATERIALS MAY BE BLENDED TO THE REQUIRED SAND EQUIVALENCY OF 30 OR GREATER RCP TRENCH DETAIL NOT TO SCALE M.W.D. CONSTRUCTION NOTES: 1. NOTIFY MR. JESSE FRANCO JR. OF M.W.D.'S WATER SYSTEM OPERATIONS GROUP, TELEPHONE (909)392-7184, 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. 3. 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 5. THE FOLLOWING LOADING RESTRICTIONS APPLY: RIALTO PIPELINES THE VIBRATORY ROLLER AND COMPACTOR MUST NOT BE OPERATED IN VIBRATORY MODE WITHIN 30 FEET OF THE CENTERLINE OF THE PIPELINE. WHEN THE COVER IS A MINIMUM OF 4 FEET AND NO GREATER THAN 10 FEET, ALL OF THE EQUIPMENT EXCEPT THE CAT SCRAPER MAY OPERATE OVER THE RIALTO PIPELINE. WHEN THE COVER IS A MINIMUM OF 5 FEET AND NO GREATER THAN 10 FEET, AND WHEN THE GROUND IS MAINTAINED IN A SMOOTH CONDITION WITH A UNIFORM SLOPE FOR THREE VEHICLE LENGTHS ON EACH SIDE OF THE PIPELINE, LOADED CAT SCRAPERS MAY OPERATE OVER THE RIALTO PIPELINE. EQUIPMENT THAT IMPOSE LOADS GREATER THAN THOSE OF AN AASHTO H-20 VEHICLE MUST NOT BE OPERATED WITHING 20 FEET OF THE EXISTING MANHOLES STRUCTURES. SHEET INDEX TITLE 1 CYPRESS AVENUE STORM DRAIN 2-9 BASIN 3 DETAILS AND SECTIONS 10-13 ,535 L.F. 233 L.F. 9 EA. 3 EA. 131 L.F. 1 EA. 1 EA. 2 EA. 666 L..F. 3 EA. 24 L.F. 377 S.F. 1 EA. 510 S.F. 3 EA. 1 EA. 26 LF. 1 EA. 1 EA. 485 EA. 2 EA. 1 EA. 2 EA. 332 S.F. 845 S.F. 3 EA. 1 EA. 1 EA. 1 EA. 1 EA. z r z Q 0 0 cn cn Q cy w Q w Q V) Li 0- 00 N I coN z PROPOSED ELEVATION 17 INSTALL 18" RCP STORM DRAIN (D -LOAD PER PROFILE). [590.691 FUTURE ELEVATION SLOPE 2:1 18 INSTALL JENSEN PRECAST 24"X24" DRAIN INLET PER DETAIL SHEET 2 D AC PAVEMENT 19 CONSTRUCT PRESSURE MANHOLE PER CITY OF FONTANA STD PLAN 3017 REMOVAL BASIN CONSTRUCTION NOTES: ® GRIND EDGE OF PAVEMENT 51 INSTALL 36" R.C.P. STORM DRAIN (D LOAD PER PROFILE). 52 CONSTRUCT CATCH BASIN MODIFIED CITY OF FONTANA STD. PLAN 3004 (CURB FACE OPENING=1.5' 53 CONSTRUCT CATCH BASIN CONNECTION PER CITY OF FONTANA STD. PLAN 3005. CITY OF FONTANA UTILITY NOTIFICATION LIST 54 CONSTRUCT CONCRETE COLLAR PER CITY OF FONTANA STD. PLAN 3022. GAS: CABLE: 55 INSTALL GROUT ROCK RIPRAP,12" ROCK. SOUTHERN CALIFORNIA GAS COMPANY TIME WARNER CABLE IS PLACE 12" ROCK, OPEN GRADED (NO GROUT). 16231 VALLEY BLVD. 1205 DUPONT AVENUE FONTANA, CA 92335 ONTARIO, CA. 91761 57 CONSTRUCT 18" HIGH BERM, PHONE: 909.428.8411 PHONE: 909.390.4738 58 CONSTRUCT REINFORCED CONCRETE INTERCEPTOR CHANNEL (SEE SHT. 12). ELECTRIC: WATER: SOUTHERN CALIFORNIA EDISON COMPANY WEST VALLEY WATER DISTRICT 59 O CONSTRUCT HEADWALL AND TRASH RACK MODIFIED PER CITY OF FONTANA STD. 7951 REDWOOD AVE. 855 W. BASELINE ROAD PLANS 3020 AND 3021. FONTANA, CA. 92336 RIALTO, CA 92377 60 CONSTRUCT CONCRETE INLET BOX PER DETAILS ON SHT. 9. PHONE: 909.357.6221 PHONE: 909.875.1361 61 CONSTRUCT CONCRETE INLET BAFFLED BOX PER DETAILS ON SHT. 13. TELEPHONE: AT&T FONTANA WATER COMPANY 11464 TELEGRAPH ROAD SANTA 15966 ARROW ROUTE OWNER/DEVELOPER ENGINEER: FE SPRINGS, CA 90670 FONTANA CA 92335 NORTH FONTANA INVESTMENT CO., LLC MADOLE AND ASSOCIATES, INC. PHONE: 714.666.5415 PHONE:(909) 822-2201 1156 N. MOUNTAIN AVE. 9302 PITTSBURGH AVE., SUITE 230 RANCHC SEWER: METROPOLITAN WATER DISTRICT UPLAND, CA 91786-0670 CUCAMONGA , CA 91730 PHONE: CITY OF FONTANA WATER SYSTEM OPERATION GROUP PHONE: 909.985.0971 909.481.6322 FAX: 909.481.6320 8353 SIERRA AVENUE ATTN: JESSE FRANCO JR. CONTACT: STACEY SASSAMAN CONTACT: MARK BERTONE FONTANA, CA 92335 909.392.7184 OR CELL: 818.468.5188 PHONE: 909.350.6632 SHEET INDEX TITLE 1 CYPRESS AVENUE STORM DRAIN 2-9 BASIN 3 DETAILS AND SECTIONS 10-13 ,535 L.F. 233 L.F. 9 EA. 3 EA. 131 L.F. 1 EA. 1 EA. 2 EA. 666 L..F. 3 EA. 24 L.F. 377 S.F. 1 EA. 510 S.F. 3 EA. 1 EA. 26 LF. 1 EA. 1 EA. 485 EA. 2 EA. 1 EA. 2 EA. 332 S.F. 845 S.F. 3 EA. 1 EA. 1 EA. 1 EA. 1 EA. z r z Q 0 0 cn cn Q cy w Q w Q V) Li 0- 00 N I coN z