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HomeMy WebLinkAbout3953-2;w om �U Ln �U- w wcK 0 a O E �o c /m G U 10 �C) o �< 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 IJ FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CANNOT 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. 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 (2) WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 5. 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. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS, OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES FIVE (5) FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 8. 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. 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 10. 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 (2) WORKING DAYS BEFORE EXCAVATION. 11. 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 (2) WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. THE CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 13. THIS PROJECT SHALL COMPLY WITH THE CALTRANS DESIGN MANUAL FOR BIKEWAYS AND SHALL COMPLY WITH THE 2005 EDITION OF THE CALIFORNIA BUILDING CODE (TITLE 24). 14. STATIONING REFERS TO THE CENTERLINE OF STREETS OR TRAILS 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 BENCHMARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES, AND BENCHMARKS, 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 (1) 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 WATLkiNG, AT ALL TIMES. 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. 21. 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. 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 23. NOT USED. 24. 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. 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. FOR BENCHMARK AND BASIS OF BEARINGS, SEE SHEET 1 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, AND FINISH TO MATCH EXISTING CONCRETE. 27. CONCRETE FINISH FOR TRAIL AND ACCESS WALKS SHOULD BE MEDIUM BROOM BROOM FINISHED AND SALTED. 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. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 32. NOT USED 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS, AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 34. UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS, AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 37. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF THE PROJECT SHALL BE IN PLACE ONE (1) WEEK PRIOR TO IMPLEMENTING DETOURS. 38. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 39. NOT USED. 40. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 41. THE CITY WILL BE RESPONSIBLE FOR PROVIDING TEMPORARY CONSTRUCTION EASEMENTS (TCE). 42. FOR THE TRAIL, 1/2- EXPANSION JOINTS SHALL BE PLACED AT 40' INTERVALS AND AT THE END OF ALL CURB RETURNS. FOR SIDEWALKS, 1/2" EXPANSION JOINTS SHALL BE PLACED AT 60' INTERVALS PER CITY STANDARD PLAN NO. 1015. 43. FOR THE TRAIL AND SIDEWALKS, WEAKENED PLANE JOINTS SHALL BE PLACED AT 10' INTERVALS 44. EXPANSION JOINTS AND WEAKENED PLANE JOINTS FOR THE BICYCLE TRAIL SHALL BE PLACED TO COINCIDE WITH JOINTS OF THE CURB. 45. VERTICAL GRADE: THE FOLLOWING GRADES SHALL BE OBSERVED: 0% - 5% OPTIMUM 10% MAXIMUM FOR DISTANCES OVER 500 FEET 15% MAXIMUM FOR DISTANCES LIMITID TO 500 FEET OR LESS. 20% MAXIMUM PERMITTED ONLY IN EXTREME CASES AND FOR SHORT DISTANCES UNDER 100 FEET AND ONLY IN CASES WHERE NO VEHICLE ACCESS IS TO BE EXPECTED. 46. CROSS SECTION: 2% - 4% OPTIMUM, 6% MAXIMUM IN APPROVED LOCATION ONLY. 47. CONCRETE APRONS: FOR DRIVE APPROACHES AT TRAIL ENTRANCES OR AT DRAINAGE CROSSINGS, CONCRETE APRONS SHALL BE A TRANSVERSE "MEDIUM BROOM" FINISH. 48. ALL RIGHTS OF WAY, PROPERTY LINES, AND LOT LINES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO COMMENCING WORK. TRAIL (TYP) 72 FIBERBOARD CAPPED W/ PLASTIC CHANNEL TOPPED WITH 2 -PART POLYURETHANE SEALANT EXPANSION JOINT N.T.S. I,- I r -IR �' 11 ITT A1�l1VVVVVWM A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION RCGORD DRAUI�(� CONSTRUCTION NOTES 1Q CONSTRUCT PCC MULTIUSE TRAIL PER TYPICAL SECTION ON SHEET 2. �2 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY OF FONTANA STANDARD PLAN NO. 1006, 3Q CONSTRUCT 4" PCC SIDEWALK PER CITY OF FONTANA STANDARD PLAN NO. 1015 AND MODIFIED PER PLAN. ® CONSTRUCT PCC TRAIL ACCESS RAMP PER DETAIL 1 ON SHEET 11. 5Q CONSTRUCT STEEL BOLLARD WITH FOOTING, PER DETAIL 2 SHEET 11. © CONSTRUCT 6" PCC CURB AND GUTTER PER CITY OF FONTANA STANDARD PLAN NO. 1003. Q CONSTRUCT CONCRETE LIGHTING PAD PER DETAIL B ON SHT. 15. ® CONSTRUCT 4" PCC PAD FOR BUS SHELTER PER CITY OF FONTANA STD. 1015 (SIZE PER PLAN). 0 CONSTRUCT STREET IDENTIFICATION SIGN PER DETAIL 5 ON SHEET 11. CONSTRUCT 4" CONCRETE SIDEWALK PER CITY OF FONTANA STD. 1015. 11 SAWCUT FOR SMOOTH JOIN (IF CONCRETE, REMOVE TO JOINT IF CLOSER THAN 4 FT). © REPAIR TRENCH PER CITY OF FONTANA STD. PLAN NO. 1031. © INSTALL 2" SERVICE CONNECTION PER CVWD STD. 103 (ON SHEET 10), INCLUDING HOT TAP WITH TAPPING SLEEVE AND METER BOX. METER TO BE INSTALLED BY CVWD. ® INSTALL 2" REDUCED PRESSURE BACKFLOW PREVENTER AND METER PER CVWD STD 111. �5 CONSTRUCT 4" PCC ACCESS RAMP, PER APWA STD PLAN 111-2 CASE D TYPE 1 AND MODIFIED PER PLAN. © CONSTRUCT GRADED SWALE (WHERE APPLIES) PER DETAIL 3 ON SHEET 11. © INSTALL SIDEWALK DRAIN PER DETAIL 4 ON SHEET 11. ® NOT USED, 19 NOT USED. ® INSTALL PRECAST CONCRETE FLARED END SECTION PER CALTRANS STD. D94B ON SHEET 10. ® APPLY 4" -WIDE YELLOW CENTERLINE STRIPING PER DETAIL "Cr ON SHEET 15. ® INSTALL SIGN(S) AS SHOWN. ® PAINT BOLLARD -POST MARKING PER DETAIL ON SHEET 15. ® INSTALL 175W MH -240V ERA BELL BE17-H2-HS FIXTURE WITH FLAT LENS, HAl2S ARM, KRS16-4120/SA/LG-P/BC4/ DR-GFI NON-TAPERED ROUND STEEL POLE AND FOUNDATION BY KIM LIGHTING OR APPROVED EQUAL. REFER TO DETAIL "A" ON SHEET 15 FOR DETAILS. © INSTALL NO. 3-1/2(T) PULL BOX PER CALTRANS STD. PLAN ES -8. (UNLESS NOTED OTHERWISE) ® CONSTRUCT 4 -THICK CONCRETE PAD PER DETAIL "B" ON SHEET 15 ON COMPACTED NATIVE. ®7 INSTALL 11-11/2' PVC SCH. 40 WITH 5-#8 WIRES, 2-#8 FOR EACH CIRCUIT, PLUS 1-#8 GROUND PER WIRING DIAGRAM ON SHEET 15 (a INSTALL 1-1/2" PVC SCH. 40 WITH 3-#8 WIRES, PER WIRING DIAGRAM ON SHEET 15 ® SPLICE SERVICE WIRES IN PULL BOX. ® FURNISH AND INSTALL ESB36-U2-MPEA161 OK -OBI -VRA ELECTRICAL/IRRIGATION SERVICE ENCLOSURE (METERED) WITH 50A MAIN BREAKER, 2 -2P -20A LIGHTING CIRCUITS, 1-1 P -20A IRRIGATION BREAKER AND A TIME SWITCH PER SPECIFICATIONS AND DETAIL "E" ON SHEET 16. INSTALL 3-#8 SERVICE WIRES TO IRRIGATION CONTROLLER. CONSTRUCT FOUNDATION COMPLETE. 0 INSTALL STREET LIGHT 22,000 LUMEN PER CITY STD. PLAN NO. 1016. MATCH TYPE AND EQUIPMENT TO EXISTING STREET LIGHTS ADJACENT, DATE ENGR, CITY DATE 03 to CONSTRUCTION NOTES (CONT'D) ® INSTALL NO. 3-1/2 PULL BOX PER CALTRANS STD. PLAN ES -8 INTO AN EXISTING CONDUIT RUN. SPLICE NEW TO EXISTING CONDUCTORS TO MAKE AN OPERABLE SYSTEM. ® INSTALL 1-1/2" PVC SCH. 40 WITH 3#8 WIRES FROM NEW STREET LIGHT TO NEW PULL BOX. SPLICE WIRES FOR CONNECTION TO EXISTING ELECTRICAL CIRCUIT. ® CONSTRUCT 3" PVC SCH.40 CONDUIT FROM DESIGNATED POWER CONNECTION TO SERVICE ENCLOSURE. SCE IS TO FURNISH AND INSTALL WIRING. ® INSTALL CONDUIT TO EXISTING PULLBOX FOR POWER SOURCE CONNECTION. COOR- DINATE WITH SCE REPRESENTATIVE. ® APPLY THERMOPLASTIC 12" SOLID WHITE STRIPE CROSSWALK PER CALTRANS STANDARD PLAN A24E ON SHEET 10. 0 - 6ONOT USED. ® CONSTRUCT 6" PCC CURB PER CITY OF FONTANA STANDARD PLAN NO. 1003. ® PAINT 4" WIDE SOLID WHITE STRIPE (PER CALTRANS STD. PLAN A20A) PARKING STALL (MATCH EXIST.) AT DIMENSIONS AS SHOWN ON PLAN. ® PAINT 4" WIDE SOLID WHITE STRIPE (PER CALTRANS STD. PLAN A20A) DIAGONALLY 45 DEGREE, 3FT. O.C. 0 CONSTRUCT ENHANCED TRAIL FINISH CONSISTING OF C-21 ADOBE TAN LIGHT SAND BLAST. FINISH BY L.M. SCOFIELD, 0 CONSTRUCT GROUTED RIVER ROCK PER CITY OF FONTANA STD. DETAIL 145. SEE LANDSCAPE SHEETS. 0 CONSTRUCT 4" PCC RAMP PER PLAN. ® CONSTRUCT 1-1 /2" DIA GALVANIZED STEEL HANDRAIL PER DETAIL 2 THIS SHEET. GENERAL NOTES 1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO THESE PLANS, THE MUTCD 2003, CALIFORNIA SUPPLEMENT TO MUTCD 2003, CITY OF FONTANA'S STANDARD SPECIFICATIONS, AND CALTRANS STANDARD SPECIFICATIONS 1999. 2 TRAFFIC SIGN SHALL BE STANDARD SIZE UNLESS OTHERWISE SHOWN ON THE PLANS. 3. ALL SIGNS SHALL BE MOUNTED ON GALVANIZED STEEL POST, UNLESS OTHERWISE SHOWN, PER CITY OF FONTANA'S STANDARD DETAIL NO. 139. 4. CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT (800)227-2600 AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION. THE CONTRACTOR ACCEPTS ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES TO EXISTING UTILITIES. ABBREVIATIONS AC ASPHALT CONCRETE MVC APN ASSESSORS PARCEL NUMBER NO AVE AVENUE NTS AWG AMERICAN WIRE GAGE -NONFERROUS WIRE OC BC BEGINNING OF CURVE 0/S BCR BEGINNING OF CURB RETURN PC BF BOTTOM OF FOOTING PCC BVC BEGINNING OF VERTICAL CURVE CALTRANS CALIFORNIA DEPARTMENT OF PERR TRANSPORTATION PL CB CATCH BASIN POC CF CURB FACE PVC CL CLEARANCE -CENTER LINE PVI CMU CONCRETE MASONRY UNIT PVMT CONST CONSTRUCT -CONSTRUCTION R CSG CASING R/W CTV CABLE TELEVISION RCE CVWD CUCAMONGA VALLEY WATER DISTRICT RCP DIA DIAMETER RT DWG DRAWING SCE EC END OF CURVE SCH ECR END OF CURB RETURN SD ELEV ELEVATION SHT EVC END OF VERTICAL CURVE SS EXIST. EXISTING ST FS FINISHED SURFACE STA FT FEET STD FL FLOW LINE T G GAS TC GB GRADE BREAK Np L LENGTH U/G LT LEFT VAR M METER VCP MAX MAXIMUM W MH MANHOLE, MAINTENANCE HOLE WWM MIN MINIMUM SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN INO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS i 0 THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFF�;T. MIDDLE OF VERTICAL CURVE NUMBER NOT TO SCALE ON CENTER OFFSET POINT OF CURVATURE PORTLAND CEMENT CONCRETE OR POINT OF COMPOUND CURVATURE PACIFIC ELECTRIC RAIL ROAD PROPERTY LINE POINT OF CONNECTION POLYVINYL CHLORIDE POINT OF VERTICAL INTERSECTION PAVEMENT RADIUS RIGHT-OF-WAY REGISTERED CIVIL ENGINEER REINFORCED CONCRETE PIPE RIGHT SOUTHERN CALIFORNIA EDISON SCHEDULE STORM DRAIN SHEET SANITARY SEWER STREET STATION STANDARD TELEPHONE TOP OF CURB TYPICAL UNDERGROUND VARIES, VARIABLE VITRIFIED CLAY PIPE WATER WELDED WIRE MESH QQOFESS/o �O \_Y NN �l _ z o. C68531 * Exp. 9/30/2007 CIV 1 F �F CA��FO 14.5' w a m Of M U 7' EXIST. C&G 1O EXIST. PAVEMENT EXIST. SIDEWALK R/W PROP t 29' LINE 15' TRAI I. � I 7.5' 7.5' I PROFILE GRADE 2% \ o EXISTING GRADE 4" PCC WITH 6x6 # 10x# 10 WWM ON COMPACTED NATIVE SAWCUT AND REMOVE EXISTING SIDEWALK TYPICAL SECTION STA. 56+25.06 TO STA. 60+53.85 15' TRAIL 2'MIN. 2'MIN, 8' 7.50' 7.50' 4' . c� z 0 PROFILE GRADE 0 \ J 2% SLOPE VARIES 2% MIN, 2:1 MAX. 4" PCC WITH 6x6 #10x#10 WWM HINGE POINT ON COMPACTED NATIVE SLOPE VARIES 2% MIN, 2:1 MAX. TYPICAL SECTION STA. 61+07.21 TO STA. 63+64.87 AND STA. 72+32.91 TO STA. 82+70.72 2'MIN. CD 81z CD PROFILE o GRADE SLOPE VARIES 2% MIN, 2:1 MAX. 4" PCC WITH 6x6 #10x#10 WWM ON COMPACTED NATIVE PROFILE SLOPE VARIES 2% MIN, 2:1 MAX. 15' TIL R 7.50' 7.50' 1 VAR. \101,1. HINGE POINT SLOPE VARIES 2% MIN, 2:1 MAX. R/W 3' U-1 2'MIN. 6' MIN TYPICAL SECTION STA. 63+64.87 TO STA. 72+32.91 10' ACCESS 5 .2' 5' 5' 2'. 5' 17.50' EXISTING GRADE -NEW GRADED SWALE SEE DETAIL ON SHEET 11 VARIES 0 EXISTING GRADE w I c� 0 w NEW GRADED SWALE SEE DETAIL 3 ON SHEET 1 i TYPICAL SIGN LOCATION c� z LL - 0 � a EXISTING GRADE a N _,, SLOPE VARIES 2% MIN, 2:1 MAX. 4" PCC WITH 6x6 # 1 Ox# 10 WWM -� ON COMPACTED NATIVE TYPICAL SECTION TRAIL ACCESS WALKS (MIRROR FOR PROFILES "A" AND "C" ON SHEET 11) IQF66RD DRAry/Nl f3cSJLL= CITY OF FONTANA, CALIFORNIA I/7O//ll�Rt/7GCOR/�ORR7701) PACIFIC ELECTRIC INLAND EMPIRE TRAIL IMPROVEMENT 1501 QUAIL ST., NEWPORT BEACH, CA. 92660 PHONE: (949) 476-3300 FAX: (949) 721-7142 DRAWN BY:LF GENERAL�OTES, SCALE:AS NOTED Prepared Under The Supervision Of CONSTRUCTION NOTES DESIGNED BY: DATE: LF AND TYP C SECTIONS 3/28/06 CHECKED BY: APPRb V DRAWING No. 2/ Nancv ove LT / NB ENGINEER R.C.E. 51152 DATE: