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HomeMy WebLinkAbout4933-1GENERAL 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 ENIGNEER 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 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 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 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 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. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 13. CURVE DATA REFERS TO THE FACE OF CURB. 14. STATIONING REFERS TO THE CENTERLINE OF STREETS 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. 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. 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. 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. 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 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. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 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, 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. ENGINEER: MADOLE AND ASSOCIATES, INC. CONSULTING CIVIL ENGINEERS & LAND PLANNERS 9302 PITTSBURGH AVE., SUITE 230 RANCHO CUCAMONGA, CA 91730 PHONE: 909.481.6322 FAX: 909.481.6320 CONTACT: MARK BERTONE/TODD MILLER OWNER/DEVELOPER: LVD FONTANA, LLC 1156 N. MOUNTAIN AVE. UPLAND, CA 91786-0670 PHONE: 909.946.7537 CONTACT: BRYAN GOODMAN CITY OF FONTANA OFF-SITE STREET IMPROVEMENT PLANS TRACT 18824 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 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. LEGEND 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 W WIDTH 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 y-yy INDICATES SLOPE 2:1 MAX. F.S. FINISH SURFACE O CONSTRUCT LOCAL DEPRESSION AT CATCH BASINS PER CITY G.B. GRADE BREAK D AC PAVEMENT H.P. HIGH POINT 0 REMOVAL INV. INVERT ® SAWCUT/REMOVE EXISTING AC PAVEMENT AND AGGREGATE BASE. L.O.S. LINE OF SIGHT 0 GRIND & OVERLAY O.C. ON CURVE EDGE OF PAVEMENT P.C.C. PORTLAND CEMENT CONCRETE N'LY R/W ! 10' LANDSCAPE PROP. LOT 6' BLOCK WALL _ 22' VARIES-1'MIN.1 8VARIES PAD 5' MAX.I ' 5 MIN. 9' MAX. ! 2% IN. 2.00% 2:1 MAX. MEANDERING PROP. MULTI- PURPOSE TRAIL EXIST. (DECOMPOSED GRANITE) C & G CITY OF FONTANA UTILITY NOTIFICATION LIST SEWER: CABLE: CITY OF FONTANA TIME WARNER CABLE 8353 SIERRA AVENUE 1205 DUPONT AVENUE FONTANA, CA 92335 ONTARIO, CA. 91761 PHONE: 909.350.6632 PHONE: 909.390.4738 GAS: TELEPHONE: SOUTHERN CALIFORNIA GAS COMPANY AT&T 16231 VALLEY BLVD. 11464 TELEGRAPH ROAD FONTANA, CA 92335 SANTA FE SPRINGS, CA 90670 PHONE: 909.428.8411 PHONE: 714.666.5415 TOLL FREE '1000"1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ml 36' EXIST. 8" MED. CURB EXIST. AC PAVEMENT -� 2.0% X01 rte 14' 7' 7' 4' I 13' 52' 36' 1 16' PROP. AC PAVEMENT 1 LEVEL LINE (SLOPE VARIES w 1% MIN. 2% MAX.)10 z_ -- J 2.0 2.0% EXIST. 8" PROP. 8"J MED. CURB MED. CURB (TO BE REMOVED) EXIST. C & G DUNCAN CANYON ROAD SEE DWG. NO. 3800 INDEX MAP SCALE: 1'=150' S'LY R/W 2:1MAX 2%MIN EXIST. MEAND. PAD - SIDEWALK 2:1 _ MAX PAD ELECTRIC: SOUTHERN CALIFORNIA EDISON COMPANY 7951 REDWOOD AVE. FONTANA, CA. 92336 PHONE: 909.357.6221 WATER: DUNCAN CANYON ROAD REFERECNE DWGS. WEST VALLEY WATER DISTRICT STREET IMPROVEMENTS DWG. NO. 3800 855 , CA 92377 BASELINE ROAD RIALTO, SEWER IMPROVEMENTS DWG. NO. 3801 RIA PHONE: 909.875.1361 STORM DRAIN IMPROVEMENTS DWG. NO. 3803 VICINITY MAP PROPOSED N'LRL Y/W'LY C LANDSCAPE 92' AREA 46' 1 46' 12' , 34' 1 34' PROPOSED r AC PAVEMENT LEVEL LINE - 2.0% i- T i'-1,_ 11�� �l��l ; PROPOSED ILPI!-, ,i SIDEWALK PROPOSED PROPOSED -- C & G C & G COYOTE CANYON ROAD BENCH MARK: NGS: EV9118 BASIS OF BEARINGS: T. I . = 1 0.5 1.5 INCH BRASS DISK ON TOP OF THENOT TO SCALE THE SOUTH LINE OF THE SOUTHWEST NORTHWEST LEG OF EDISON TOWER NO. QUARTER OF SECTION 13; TOWNSHIP 1 18-3; LOCATED 49 FEET +/- WEST NORTH, RANGE 6 WEST S.B.M. PER R.S. OF CITRUS AVENUE CENTERLINE & 1.25 118/64. SAID SOUTH LINE IS ALSO THE MILES NORTH OF HIGHLAND AVENUE CENTERLINE OF DUNCAN CANYON ROAD CENTERLINE. AND HAS A BEARING OF N8922'55"E. ELEVATION. 1676.78 FEET REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION 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. PREPARED UNDER THE SUPERVISION OF: (NMADOLE 9302 PITTSBURGH AVE., SURE 230 DRAWN BY: • RANCHO CUCAMONGA, CA. 91730 S C L CV PHONE 909.481.6322 Engineering Communities for Life FAX 909.481.6320 DESIGNED BY' LP TM DA L CHECKED BY' RCE 36637A EXP 12 A,yn TM PROPOSED S'LY/E'LY R/W LANDSCAPE AREA 12' 2:1MAX 2%MIN 6' 0.5' 2.0% , '' :T)� i PROPOSED SIDEWALK CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS TRACT NO. 18824 -TITLE-8 H€ ET SCALE: DATE: I ' DRAWING NO. 1 .� �.��• l SINEER R.C.E. 51152 DAT 4933 q IV J:\126-2500\street\StreetOffSite \Street010S.dwg, 51/18/2912 2:39:58 PPA, dja✓ie NOT TO SCALE CONSTRUCTION NOTES QUANTITIES O CONSTRUCT 6.5" AC PAVEMENT (MIN.) OVER 12" MIN. NATIVE MATERIAL 100,270 SF COMPACTED TO 95%. (SEE GENERAL NOTES 31 & 32). 7,420 TONS O CONSTRUCT 8" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN 3,250 LF NO. 1000. O CONSTRUCT 8" P.C.C. CURB ONLY PER CITY STD. PLAN NO. 1000 406 LF ® CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN 12 EA N0. 1003. O CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1006. 13,582 SF © CONSTRUCT CROSS GUTTER PER CITY ST. PLAN NO. 403. 2,339 SF O CONSTRUCT LOCAL DEPRESSION AT CATCH BASINS PER CITY 5 EA OF FONTANA STD. PLAN 3003 (W, H & LOCAL DEPRESSION CASE PER PLAN) ® SAWCUT/REMOVE EXISTING AC PAVEMENT AND AGGREGATE BASE. 1,018 SF ( SAWCUT/REMOVE EXISTING MED. CURB AND CURB & GUTTER. 407 LF 10 INSTALL BARRICADE PER CITY STD. PLAN NO. 4000. 1 EA 11 INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO. 6001 5 EA 12 INSTALL STREET TREE (EXACT LOCATION AND TYPE PER LANDSCAPE PLANS). - EA 13 INSTALL STREET NAME SIGN PER CITY STD. NO. 403. 6 EA 14 INSTALL STREET LIGHT 16,000 LUMEN PER CITY STD. PLAN NO. 404. 11 EA 15 INSTALL R-1 STOP SIGN PER CITY STD. NO. 4003. 5 Eq 16 ADJUST MANHOLE TO FINISHED GRADE PER CITY STANDARD. 6 EA 17 ADJUST WATER VALVE TO FINISHED GRADE PER CITY STANDARD. 15 EA 18 REMOVE/RELOCATE EXISTING POWER POLES, FIRE HYDRANTS, ELECT. 5 EA PULL BOXES, GAS VALVE COVER, MAIL BOX, VAULTS, ETC. 19 REMOVE EXISTING MISCELLANEOUS STREET SIGNS. 1 EA 20 CONSTRUCT 8' WIDE MEANDERING DECOMPOSED GRANITE 5,302 SF MULTI-PURPOSE TRAIL (DETAILS PER LANDSCAPING PLANS) 21 PROTECT IN PLACE EXISTING STREET LIGHTS, FIRE HYDRANTS AND 1 LS OTHER UTILITIES. 22 GRIND & OVERLAY EXISTING AC PAVEMENT TO MATCH EXISTING 404 SF AC PAVEMENT AS SHOWN ON SHEET 2 23 REMOVE INTERFERING PORTIONS OF EXISTING CURB AND GUTTER 38 SF AND PAVEMENT. 24 CONSTRUCT 8" CURB AND GUTTER WITH "TILT -OUT" GUTTER PANEL 59 LF PER DETAIL ON SHEET 3. �5 CONSTRUCT 8" A.C. DIKE PER CITY STD. NO. 1007 FULL WIDTH OF STREET. 84 LF (CURB TO CURB) © INSTALL 3" RIGID SIGNAL CONDUIT 315 LF �7 INSTALL #6 SIGNAL PULLBOX 6 Eq PROPOSED N'LRL Y/W'LY C LANDSCAPE 92' AREA 46' 1 46' 12' , 34' 1 34' PROPOSED r AC PAVEMENT LEVEL LINE - 2.0% i- T i'-1,_ 11�� �l��l ; PROPOSED ILPI!-, ,i SIDEWALK PROPOSED PROPOSED -- C & G C & G COYOTE CANYON ROAD BENCH MARK: NGS: EV9118 BASIS OF BEARINGS: T. I . = 1 0.5 1.5 INCH BRASS DISK ON TOP OF THENOT TO SCALE THE SOUTH LINE OF THE SOUTHWEST NORTHWEST LEG OF EDISON TOWER NO. QUARTER OF SECTION 13; TOWNSHIP 1 18-3; LOCATED 49 FEET +/- WEST NORTH, RANGE 6 WEST S.B.M. PER R.S. OF CITRUS AVENUE CENTERLINE & 1.25 118/64. SAID SOUTH LINE IS ALSO THE MILES NORTH OF HIGHLAND AVENUE CENTERLINE OF DUNCAN CANYON ROAD CENTERLINE. AND HAS A BEARING OF N8922'55"E. ELEVATION. 1676.78 FEET REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION 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. PREPARED UNDER THE SUPERVISION OF: (NMADOLE 9302 PITTSBURGH AVE., SURE 230 DRAWN BY: • RANCHO CUCAMONGA, CA. 91730 S C L CV PHONE 909.481.6322 Engineering Communities for Life FAX 909.481.6320 DESIGNED BY' LP TM DA L CHECKED BY' RCE 36637A EXP 12 A,yn TM PROPOSED S'LY/E'LY R/W LANDSCAPE AREA 12' 2:1MAX 2%MIN 6' 0.5' 2.0% , '' :T)� i PROPOSED SIDEWALK CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS TRACT NO. 18824 -TITLE-8 H€ ET SCALE: DATE: I ' DRAWING NO. 1 .� �.��• l SINEER R.C.E. 51152 DAT 4933 q IV J:\126-2500\street\StreetOffSite \Street010S.dwg, 51/18/2912 2:39:58 PPA, dja✓ie