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Home My WebLink About3855-1F 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS IMPROVEMENT PLANS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS BEEN PLACED, INSPECTED AND APPROVED. AND STANDARDS SHALL BE THE LATEST EDITION UNLESS 2 WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE OTHERWISE NOTED.S CONTRACT DOCUMENTS THAT TRACT 16290 2 STA CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK'; THORNBUSH WAY - THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE FOR RESOLUTION. BEEN PLACED, INSPECTED AND APPROVED. 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO J. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. TO STA PAVING OF STREETS. 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. TO PLACEMENT. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR 6 TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND CALL (909) 350-7610. APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION 8 OF ROUGH GRADING. 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND TO PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 19+39.14 10 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, OF INDUSTRIAL SAFETY. BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH TRAFFIC ENGINEER. SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN HEREON AND CARRIED FORT N A DLIGENT MANNER, THk CRY EWINEERC'041983 36.AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER THE POTENTIAL EXISTS FOR GROUND MOVEMENT. OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. SYMPMEWSN077CE TO CONMOT •OM 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, TWO WOtlCINGW HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND OR OVERHEAD UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE APPROXIMATE. THE ENGINEER ASSUMES FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITIES OR PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT IRRIGATION LINES WHOSE LOCATION ARE NOT SHOWN. THE CONTRACTOR SHALL UNDERGROUND SERVICE ALERT AT 1-800-227-2600 BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO TWO WORKING DAYS BEFORE EXCAVATION. WORK TO ACCURATELY IDENTIFY THESE LOCATIONS, WHETHER OR NOT SHOWN HEREON, � AND IS RESPONSIBLE FOR ANY DAMAGE OR PROTECTION OF THESE LINES. PHASED 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES UTILITY RELOCATIONS MAY BE NECESSARY AND SHALL BE THE CONTRACTOR'S INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, RESPONSIBILITY TO CLOSELY COORDINATE HIS ACTIVITIES WITH THOSE OF ALL UTILITY COMPANIES. THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO UNDERGROUND LANDSCAPING, LANDSCAPE, IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, SERVICE ALERT (U.S.A.) PHONE 1-800-227-2600 TWO (2) WORKING DAYS PRIOR TO STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN DIGGING. NO CONSTRUCTION PERMIT ISSUED BY PUBLIC WORKS DEPARTMENT SHALL BE TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. VALID INVOLVING UNDERGROUND FACILITIES UNLESS THE APPLICANT HAS AN INQUIRY IDENTIFICATION NUMBER ISSUED BY U.S.A. 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE ESTIMATED QUANTITY FOR EACH SPECIFIC ITEM OF THE WORK DESIGNATED ON THE THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. PLANS SHALL BE CONSIDERED AS APPROXIMATE ONLY AND NO GUARANTEE IS MADE THAT THE QUANTITIES WHICH CAN BE DETERMINED BY COMPUTATIONS, BASED ON THE 13. CURVE DATA REFERS TO THE FACE OF CURB. DETAILS AND DIMENSIONS SHOWN ON THE PLANS, WILL EQUAL THE ESTIMATED QUANTITIES. 14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. THE ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE OWNER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE AND BE RESPONSIBLE FOR HIS OWN CONSTRUCTION QUANTITIES BEFORE SUBMITTING A THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR BID. ANY ITEM OF WORK, OR PORTION THEREOF, REQUIRED BY THESE PLANS WHICH IS SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS CONTROL STAKING DURING CONSTRUCTION. INCLUDED IN THE OTHER ITEMS OF WORK. 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. MWATE N07E 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CML ENGINEER OR CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, FOR LATER REPLACEMENT OF THE MONUMENT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND AREA FOR RESIDENTS AND EMERGENCY VEHICLES. CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION INCLUDING ADEQUATE WATERING, AT ALL TIMES. WITH THE PERFORMANCE OF WORK ON THIS PROJECT, 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF EXCEED 25 MILES PER HOUR. DESIGN PROFESSIONAL. 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO VTI.Iry OM BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. WATER WEST VALLEY WATER DISTRICT ATTENTION: LON TSA/ 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 855 W. BASELINE TELEPHONE: (909) 875-1804 RIALTO, CA 92377 23.A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO SEWER CITY OF FONTANA ATTENTION: BRIAN WREN 8353 SIERRA AVE. TELEPHONE: (909) 350-6632 OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE FONTANA, CA 92335 WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. ELECTRIC SOUTHERN CALIFORNIA EDISON COMPANY ATTENTION: JEFF BURT 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING 800 W. CIENEGA AVENUE TELEPHONE: (909) 592-3737 STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE SAN DIMAS, CA 91773 TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. GAS THE GAS COMPANY ATTENTION: STEVE ROBLES 16231 VALLEY BOULEVARD TELEPHONE: (909) 428-8407 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED FONTANA, CA 92335 AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD TELEPHONE VERIZON ATTENTION: FRANK ANGUSTAIN DETAILS. 16071 MOJAVE DRIVE, BLDG. B TELEPHONE (760) 245-0330 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH VICTORVILLE, CA 92392 TO MATCH EXISTING CONCRETE. CABLE ADELPHIA COMMUNICATIONS ATTENTION: LEWIS MCDONALD 27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE 1500 S. AUTO CENTER DRIVE TELEPHONE: 9 _ 75-3343 LOCATION OF THE SEWER LATERAL. ONTARIO, CA 91761 Q FES,3/^ a c BA89 OF BEAlfar>DIS �- �N BEA Rii� ARE BASED ON THE W�TELY LIE OF BErO A SAIDNBON OF A PORTION OF THE SOUTHEAST 1/4 m THE NORTHEAST OtrWMM OF SECTION 23, TOWN1W OF SECTION 14 AND A PORTION OF THE NORTHEAST 1/4 OF Hbmat ar�d ASSOC,13ETINC. 1 NORTH, RANOE 0 WEST, AMI BERNAIDINO MOO IAK �CflON 23. WITH OF TOWNIH IP 1 NORTH, RANGE 6 WEST, SAN Im C 1Za6 corona Poi�M Cart 1011 N. AiRMANDo STfEET P. 03/31 / �L � AS A}lO M ON A�q MAP OF TRACT NO. t37a0, Goran, CA 92679 ANAHEIMI, CA 92906 FLED N 00010 200 OFMI AT PALM 42 Tff101J�i ANO N@�IAt� COUNTY OF BAN BIBMWONO. Pts (W Phi M030 -Un �+>, CIVI%- �P C NICE NTY 27'0-2100 Far (714) SWIM��4f �► IPECOID@1 OF AAN 0 COUNTY, OEMFew0000 cAIIF�� www 00'30'24' WEST. rH Ir111F�G DENK3 D IRK ME I ROPW IAN WATER DISTRICT 90. REV. REVISION DESCRIPTION DATE ENGR. CITY DATE CAL.F0W =2 MNCM CUCAMON, NEAR THE \ TRACT BOUND �Y '� ` _ � 26.072 7 PV/ \ N 0226-072--Il 2 � j4 96 97 V \ / 93 94 95 98 \ / 92 3 \' WE LOCA77ON COYOTE CANYON ROAD DUNCAN CANYON ROAD ROADRUNNER ROAD �h AVENUE RCREEK ST / RDAN CANYON UMMI I WMTY MAP N.T.S 25 \ •� TM NOTES QU S 91 100 \ 1A CONSTRUCT 4" MIN. A.C. PAVEMENT OVER 12" MIN. OF 9590 COMPACTED NATIVE -� 26 120 � � \ 90 119 , 1p1 \ ,� � i 1 �U BGRADE PER STD. 04, 073 SF 4,888 N0. 1000 (SEE NOTES 31 & 32; &TYPICAL SECTION) 4, 888 TONS 118 2� / 121 0 ` Cl 10 1 B CONSTRUCT 4.5" MIN. A.C. PAVEMENT OVER 12" MIN. OF 957. COMPACTED NATIVE 89 102 / r- �-1 SUBGRADE PER STD. PLAN NO. 1000 (SEE NOTES 31 & 32; & TYPICAL SECTION) 28 _ _ 117 122 \ , � `' 4.5" A.C. - 24,059 SF 649 TONS 123 � 103 - \i T 0 9 O CONSTRUCT 6" CURB AND GUTTER PER STD. PLAN NO. 1003 10,437 LF \ 29 g8 116 1 O CONSTRUCT 8" CURB AND GUTTER PER STD. PLAN NO. 1003 651 LF �XJrj787 w 115 124 104 , 8 t 87 ' \ \ 4C CONSTRUCT SIDEWALK (WIDTH AS SHOWN ON TYPICAL SECTION) PER STD. PLAN m NO. 1015 43,8 70 SF 7 30 86 114 125 105 \\ 7 5C CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER STD. PLAN NO. 1006 10 EA 113 126 1p6 \� �� 5 6C CONSTRUCT CROSS GUTTER PER STD. DETAIL 104 (MODIFIED W=8') 3,458 SF 31 85 1 \ O7 CONSTRUCT 6"-8" CURB & GUTTER TRANSITION PER STD. PLAN NO. 1003 289 LF -- 12 1 I 32 8 1124 \ 5 8O CONSTRUCT STREET LIGHT (5800 LUMEN HPI 70 WATT; 17, 25FT) 83 \ PER STD. PLAN NO. 1016 23 EA i 82 \ O9 CONSTRUCT RESIDENTIAL DRIVEWAY WITH PARKWAY SIDEWALKS PER STD. PLAN ' 33m i 6 107 4 NO. 1005 (127 EA) 23,322 SF - 109 108 i 0 INSTALL STREET NAME SIGN PER STD. DETAIL 139 6 EA 0 / 110 34 "cc \ �\ 111 , 11 INSTALL STREET NAME SIGN WITH STOP SIGN (R 1-1) BELOW PER STD. DETAIL 139 6 EA Exp 8 T • �g �a _ 12 INSTALL STOP SIGN (R 1-1) PER STD. DETAIL 139. 2 EA ' -TRA CT 81 80 _ 13 REMOVE BARRICADE 132 LF X14571-1.8" 18 14 \ ss CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL "B" ON SHEET 2. 4 EA Vol 0E0 'yo Vol 16 17 / 15 ADJUST MANHOLE RIM AND COVER TO GRADE 28 EA 15 16 , 1A 19 65 16 ADJUST VALVE CAN, LID AND COVER TO GRADE 35 EA o � 0 0 \ �1 - � \,OS del 12 13 ' 20 f)A 17 CONSTRUCT 1-1/2" AC OVERLAY 4,491 SF 0 18 CONSTRUCT PARKWAY DRAIN PER APWA STD. 151-1 PER DETAIL ON SHEET 2 1 EA .01 10000' "D LECEW 9 Q 16 \ `y j / ( 52 , , 54 22 \\ 62 "i STOP SIGN / 751 �.74 8'' 0_0 STREET LIGHT 76 �TI 4C1CT'NO j + 51 55 3 \ �1 + STREET NAME WITH STOP SIGN BELOW \i4:5 �1 2 2 ` 0 + STREET NAME SIGN •� 7 50 6 \ .� 6 - - - - TRACT BOUNDARY 5 3 40 2A \ 9 - - -- RIGHT OF WAY 6to3 ��,� ` �' - - -- CROSS GUTTER FLOW S 49 57 g0 DIRECTION OF STREET FLOW 72 73 4 12 �GZ �� ' FL FLOW LINE 71 %\ 5 ��' TC TOP 48 58 tib 1 F CURB 70 / 1 1 � \� FS FINISHSURFACE 169 I ( 65 47 GB GRADE BREAK 68 1 57 I 56 1M - - - 59 0 7.� 66 MOC MIDDLE OF CURVE `i 6452 CIL CENTERLINE 46 60 69 5� MOVC MIDDLE OF VERTICAL CURVE 63 \ BVC BEGIN VERTICAL CURVE \ EVC END VERTICAL CURVE 62 / 45 61 68 29 \\ 54 XGUT CROSS GUTTER \ \ BC BEGIN CURVE 6 30 \ EC END CURVE /� 44 I 62 63 64 65 66 67 j 1 53 BCR BEGIN CURB RETURN TRk: TT M. / 50 0 �P �P 31 111 ECR END CURB RETURN 14570-1 - 0 43 52 TAN GR. TANGENT GRADE 59 m 13 - - PVI POINT OF VERTICAL INTERSECTION f- 32 PI POINT OF INTERCEPT Q 42 OC ON CURB 58 � 51 VC VERTICAL CURVE 57 / 41 40 39 38 37 36 35 34 33 - -• I 11 NVDEX 56 i� _APN_ 0226-_091--41 TRACT BOUNDA_ Y _ RICH 6A SIN 1 TITLE SHEET/VICINITY MAP/INDEX MAP 2 STREET SECTIONS INDEX MAP 3 BOBCAT LANE -STA 10+00.00 TO STA 13+24.00 LA SARRE DRIVE - STA 6+97.08 TO STA 10+09.14 1"=150' GRAPHIC SCALE 150 0 75 150 300 1 " 150' SEAL -ENGINEER D. ESS/D �� SD.C�� OF StAr/rLI' AVE AND %RICTM AVE AT THE SOUTHWWT CORNER OF: CHEfflff AVE.A THORNBUSH WAY - STA 12+39.75 TO STA 17+83.98 DEERTHORN WAY - STA 10+70.11 TO STA 11+81.94 5 BROOKSIDE AVENUE- STA 20+70.11 TO SHOULD CCW I RUC ilON OF THE REOINRED Lf4%7tEIE N`M NOT 28+01.02 6 MAVENWOOD PLACE- STA 7+74.97 TO STA 14+68.02 7 WESTFORK LANE - STA 10+38.28 TO STA 15+81.40 8 SAGEGROVE LANE - STA 10+00.00 TO STA 14+89.00 9 THORNBERRY WAY - STA 10+57.00 TO OOwSEPICE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN 19+39.14 10 - Z TO FEET WEST OF TFE CB'fT@L!E OF CHERNIY AVE AND 37 19+28.03 HEREON AND CARRIED FORT N A DLIGENT MANNER, THk CRY EWINEERC'041983 FEET SOUTH OF THE CENTELM OF SMT AVE SET PUAH DIAL TWO WOtlCINGW MAY REOIJlE REWOIE TO THE PLANE TO BRNCt THEM NTO � EXP. 3/31/06 � ON THE NOR IHWESI C FINER OF A 10 FOOT WDE BEFORE IEFBIIE YQl DIG WITH CONDITIONS AND STANDARDS N ELECT. CATCHISAWN 0A FOOT SOUTH OF GARB FACE A STANDARD You ac MWDAC 3 NCH BRASS DSC STAMPED '=A 10W. TOLL I - MO -227-2600 NAVO M -180M WEE A P ALIC ERIIICE W 10 0 SMICE ALERT � 94CoRv v/"WANG 0100111 • I •I CIT CIVL F OF CkOk 4 THORNBUSH WAY - STA 12+39.75 TO STA 17+83.98 DEERTHORN WAY - STA 10+70.11 TO STA 11+81.94 5 BROOKSIDE AVENUE- STA 20+70.11 TO STA 28+01.02 6 MAVENWOOD PLACE- STA 7+74.97 TO STA 14+68.02 7 WESTFORK LANE - STA 10+38.28 TO STA 15+81.40 8 SAGEGROVE LANE - STA 10+00.00 TO STA 14+89.00 9 THORNBERRY WAY - STA 10+57.00 TO STA 19+39.14 10 BROOKSIDE AVENUE - STA 9+88.67 TO STA 19+28.03 AE111�CASC CITY OF FONTANA, CALIFORNIA E [V Ci I N E E RI N G COYOTE CANYON TRACT 16290-2 937 SOUTH VIA LATA DRAWN BY: im=111kill KNEIMEN PLANS SCALE: SUITE 500 COLTON, CA 92324 PH. (909) 783-0101 FAX (900 783- 0. CUMMINS 1/0 OS otos DESIGNED BY- R.C.E. NO. 41983 CHECKED BY: 0 BY: DATE's�•ro-O& mc�JAI, cnC� CltY ENGINEER AS SHOWN ABOVE DATE: OCT. 2005 DRAWING NO.: 1 R.C.E. 51152 DATE: 10