The URL can be used to link to this page

Home My WebLink About3851-1i n i STREET IMPROVEMENT 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. J. 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. INSPECT70N 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 CONSTRUC77ON 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 OPER477ON 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 CONSTRUC77ON 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. BA8R OF EARma BEAF009 ARE BABM ON TFE WE6'TBLY LEE OF T1f NORTHEA15T OUANTER OF BECTM 23, 'TOWN *r 1 NORM F ANOE • rIIEST, I"' MMIDNO L29IDLW AS ON AMENCIM LW OF TRACT X700. FL® N BOOK 2S0 OF MAM AT FAOM M 7fS10" W MICLUW*E, N TM C" CE OF 7M COIKTY IREK)C EW OF 8AN SE+JINAFEIM CO WY, OEM NOM OF 00'20'20 WW, DESCIR� fff ME I FXXIOLRAN WATER DIM'T1N.'T 80. CAUF40FM =2 11AN1CM0 NEM TFE OF BL11W AVE AND CHEM AVE AT 7W 80Uh I OORNER OF CHEW AVE AND Bt2r W AVE 101 FWT WEBT OF THE CENTMM OF CHEW AVE AND 37 F11ET SOM OF 7W CENTERUM OF EArMT AVE BET RJM ON 7M NWT} T C00M OF A 10 F001 WCE CATCHDAM OA FOOT 80UTH OF CUM FACE. A BTANDiAID LODSC 3 NCH 01080 DING BTi kVED '81IA 9W. NAVD N-1SOtsi Q'EE I CITY OF FONTANA STREET lAPR0 tE& fE1N T PLANS TRACT 16230-1 TRACT BOUNDARY 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 1S 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. r , ijulp'l, V_cl .I ELtIlMIIIIIIIIII� �I - - --- ii r �• RECORD CRAW/NG I/ RICH BASIN S.B.c,F. ,D. IN MAP 1 "=150' P.M.B. 122/57 PARCEL 1 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND OR OVERHEAD UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE APPROXIMATE. THE ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITIES OR IRRIGATION LINES WHOSE LOCATION ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK TO ACCURATELY IDENTIFY THESE LOCATIONS, WHETHER OR NOT SHOWN HEREON, AND IS RESPONSIBLE FOR ANY DAMAGE OR PROTECTION OF THESE LINES. PHASED UTILITY RELOCATIONS MAY BE NECESSARY AND SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CLOSELY COORDINATE HIS ACTIVITIES WITH THOSE OF ALL UTILITY COMPANIES. THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO UNDERGROUND SERVICE ALERT (U.S.A.) PHONE 1-800-227-2600 TWO (2) WORKING DAYS PRIOR TO DIGGING. NO CONSTRUCTION PERMIT ISSUED BY PUBLIC WORKS DEPARTMENT SHALL BE VALID INVOLVING UNDERGROUND FACILITIES UNLESS THE APPLICANT HAS AN INQUIRY IDENTIFICATION NUMBER ISSUED BY U.S.A. THE ESTIMATED QUANTITY FOR EACH SPECIFIC ITEM OF THE WORK DESIGNATED ON THE PLANS SHALL BE CONSIDERED AS APPROXIMATE ONLY AND NO GUARANTEE IS MADE THAT THE QUANTITIES WHICH CAN BE DETERMINED BY COMPUTATIONS, BASED ON THE DETAILS AND DIMENSIONS SHOWN ON THE PLANS, WILL EQUAL THE ESTIMATED QUANTITIES. THE ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE OWNER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION AND BE RESPONSIBLE FOR HIS OWN CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK, OR PORTION THEREOF, REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. GRAPHIC SCALE LEGEND 150' 0 75' 150' 300' SCALE. 1 " =t5o' 0-0 STREET LIGHT + STREET NAME WITH STOP SIGN BELOW + STREET NAME SIGN --- TRACT BOUNDARY ---- R/W -� - - CROSS GUTTER FLOW DIRECTION OF STREET FLOW PRIVATE ENGINEER NOTE FL FLOW LINE TC TOP OF CURB CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE FS FINISH SURFACE WITH GENERALLY ACCEPTED CONSTRUCT70N PRACTICES, GB GRADE BREAK CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME MOC MIDDLE OF CURVE SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS CIL CENTERLINE DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, MOVC MIDDLE OF VERTICAL CURVE INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT BVC BEGIN VERTICAL CURVE THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY EVC END VERTICAL CURVE AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, XGUT CROSS GUTTER INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM BC BEGIN CURVE ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION EC END CURVE WITH THE PERFORMANCE OF WORK ON THIS PROJECT, BCR BEGIN CURB RETURN EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF ECR END CURB RETURN DESIGN PROFESSIONAL. TAN GR. TANGENT GRADE PVI POINT OF VER77CAL INTERCEPT O+' F PI POINT OF INTERCEPT ye OC ON CURB % T VC VERTICAL CURVE tZ 4-4 11-1441-- 4r44 A 5,61 1 �P.030311i0!, CIVN- Ole cap O QROF ESS D. Cp�'yil�y cD W w NO. C041983 EXP. 3/31/06 J}4T CNII 0� F OF CA�� S17 LOCATION COYOTE CANYON DUNCAN CANYON ROAD ?RY 1h ROADRUNNER fu �P�� ROAD RCREEK IT DUNCAN CANYON I ROAD HCWTY X T.& J►.11 m- La *"T; QUANTITIES 128 TONS 4,485 CONSTRUCTION NOTES 9,393 lA CONSTRUCT 4.5" A.C. PAVEMENT OVER 12" MIN. OF 95% COMPACTED NATIVE 37,157 SUBGRADE PER STD. PLAN NO. 1000 8 EA (SEE NOTES 31 & 32; & TYPICAL SECTION ON SHEET 2) SF 95 4.5" A.C. - 4,744 SF 21 1 B CONSTRUCT 4.0" A.C. PAVEMENT OVER 12" MIN. OF 95% COMPACTED NATIVE 5 SUBGRADE PER STD. PLAN NO. 1000 6 EA (SEE NOTES 31 & 32; & TYPICAL SECTION ON SHEET 2) LF 26 4" A.C. - 187,253 SF 29 2� CONSTRUCT 6" CURB AND GUTTER PER STD. PLAN NO. 1003 LF O CONSTRUCT 8" CURB AND GUTTER PER STD. PLAN NO. 1003 JEFF BURT 4� CONSTRUCT SIDEWALK (WIDTH AS SHOWN ON TYPICAL SECTION) TELEPHONE: (909) PER STD. PLAN NO. 1015 5O CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER STD. PLAN NO. 1006 �6 CONSTRUCT CROSS GUTTER PER STD. DETAIL 104 (MODIFIED W=8') SOUTHERN CALIFORNIA GAS COMPANY �7 CONSTRUCT 6!-8 " CURB & GUTTER TRANSITION PER STD. PLAN NO. 1003 8) CONSTRUCT STREET LIGHT (5800 LUMEN HPSV; 70 WATT; #7; 25FT) TELEPHONE: (909) PER STD. PLAN NO. 1016 O CONSTRUCT RESIDENTIAL DRIVEWAY WITH PARKWAY SIDEWALKS PER STD. PLAN NO. 1005 (110 EA) VERIZON 10 INSTALL STREET NAME SIGN PER STD. DETAIL 139 ANGUSTAIN 11 INSTALL STREET NAME SIGN WITH STOP SIGN (R 1-1) BELOW PER STD. DETAIL 139 12 REMOVE BARRICADE 13 ADJUST MANHOLE RIM AND COVER TO GRADE 14 ADJUST WATER VALVE CAN, LID, AND COVER TO GRADE ADELPHIA COMMUNICATIONS 15 SAWCUT EXISTING PAVEMENT MCDONALD 16 CONSTRUCT 1.5" A.C. OVERLAY TELEPHONE. GRAPHIC SCALE LEGEND 150' 0 75' 150' 300' SCALE. 1 " =t5o' 0-0 STREET LIGHT + STREET NAME WITH STOP SIGN BELOW + STREET NAME SIGN --- TRACT BOUNDARY ---- R/W -� - - CROSS GUTTER FLOW DIRECTION OF STREET FLOW PRIVATE ENGINEER NOTE FL FLOW LINE TC TOP OF CURB CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE FS FINISH SURFACE WITH GENERALLY ACCEPTED CONSTRUCT70N PRACTICES, GB GRADE BREAK CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME MOC MIDDLE OF CURVE SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS CIL CENTERLINE DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, MOVC MIDDLE OF VERTICAL CURVE INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT BVC BEGIN VERTICAL CURVE THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY EVC END VERTICAL CURVE AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, XGUT CROSS GUTTER INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM BC BEGIN CURVE ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION EC END CURVE WITH THE PERFORMANCE OF WORK ON THIS PROJECT, BCR BEGIN CURB RETURN EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF ECR END CURB RETURN DESIGN PROFESSIONAL. TAN GR. TANGENT GRADE PVI POINT OF VER77CAL INTERCEPT O+' F PI POINT OF INTERCEPT ye OC ON CURB % T VC VERTICAL CURVE tZ 4-4 11-1441-- 4r44 A 5,61 1 �P.030311i0!, CIVN- Ole cap O QROF ESS D. Cp�'yil�y cD W w NO. C041983 EXP. 3/31/06 J}4T CNII 0� F OF CA�� S17 LOCATION COYOTE CANYON DUNCAN CANYON ROAD ?RY 1h ROADRUNNER fu �P�� ROAD RCREEK IT DUNCAN CANYON I ROAD HCWTY X T.& J►.11 m- La *"T; QUANTITIES 128 TONS 4,485 TONS 9,393 LF 180 LF 37,157 SF 8 EA 2,551 SF 95 LF 21 EA 20,440 SF 5 EA 6 EA 84 LF 26 EA 29 EA 78 LF 1590 SF WATER WEST VALLEY WATER DISTRICT ATTEN77ON: LON TSAI 855 W. BASELINE TELEPHONE. (909) 875-1804 RIALTO, CA 92377 SEWER CITY OF FONTANA ATTENTION: BRYAN WREN 8353 SIERRA AVE. TELEPHONE. (909) 350-6632 FONTANA, CA 92335 ELECTRIC SOUTHERN CALIFORNIA EDISON COMPANY ATTENTION: JEFF BURT 800 W. CIENEGA AVE. TELEPHONE: (909) 592-3737 SAN DIMAS, CA 91773 GAS SOUTHERN CALIFORNIA GAS COMPANY ATTENTION: STEVE ROBLES 16231 VALLEY BLVD. TELEPHONE: (909) 428-8407 FONTANA, CA 92335 TELEPHONE VERIZON ATTENTION: FRANK ANGUSTAIN 16071 MOJAVE DR. BLDG. B TELEPHONE. (760) 245-0330 VICTORVILLE, CA 92392 CABLE ADELPHIA COMMUNICATIONS ATTEN77ON: LEWIS MCDONALD 1500 S. AUTO CENTER DRIVE TELEPHONE. (909) 975-3343 ONTARIO, CA 91761 SHEET INDEX 1 TITLE SHEET/VICINITY MAP/INDEX MAP 2 TYPICAL SECTION/DETAILS 3 JACKRABBIT STREET - STA 10+00.00 TO STA 19+70.03 4 SNOWSERRY DRIVE - STA 10+57.00 TO STA 19+64.44 5 MAPLEWOOD LANE - STA 10+00.00 TO STA 12+62.29 W/LDW00D LANE - STA 10+00.00 TO STA 11+83.83 6 HONEY PINE LANE - STA 10+00.00 TO STA 18+59.34 7 COTTONTAIL WAY - STA 10+57.00 TO STA 16+39.36 SERRANO AVENUE - STA 7+89.30 TO STA 9+29.01 8 GLENWOOD AVENUE - STA 10+57.00 TO STA 19+57.09 AElj-I�CASC ENGINEERING 937 SOUTH VIA LATA DRAWN BY: SUITE 500 OS COLTON, CA 92324 DESIGNED BY: PH. 909 783-0101 FAX 909 783-0108 LB PREPAREDBY;.-CHRIS D=INS R.C.E. NO. 419 EXP. DA . 3/3 83 CHECKED BY: DATE: /� SC/JA CffY OF FONTANA, CALIFORNIA COYOTE CANYON 7AACT 161 8'IFEE I MPROVBMENT PLMIS *RE %WT � C✓� //• Z -00 ENGINEER R.C.E. 51152 DATE: SCALE: AS SHOWN ABOVE DATE: JULY, 2004 DRAWING NO.: Ys 3851