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Home My WebLink About4283-1GENERAL 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 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 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 T0, 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. THE 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 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 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 REWORKING 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. 37. CONTRACTOR SHALL REMOVE AND REPLACE OR REPAIR ANY DAMAGED SECTIONS OF EXISTING CURB AND GUTTER ALONG THE EAST SIDE OF HEMLOCK AVENUE WITHIN THE FRONTAGE OF THIS TRACT. 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 AND TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO, DEFEND, INDEMNIFY, AND HOLD DESIGN PROFESSIONAL AND OWNER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR FIELD CONDITIONS IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO CONSTRUCTION, AND SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED. CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. OWNER /DEVELOPER: NEWWEST HOME 450 NEWPORT CENTER DRIVE, SUITE 480 NEWPORT BEACH, CA 92660 (949) 640-6420 * FAX: (949) _640-9310 BENCHMARK: CALTRANS BENCHMARK NO. 8-17 BRASS CAP IN CONCRETE S.C.E. TOWER LEG. 343' N/0 HIGHLAND AVE., 0.2 Mi. W/O SAN SEVAINE RD., IN SOUTH CONCRETE BASE OF S.C.E. TOWER 19.5; 2.65 MI. W. ALONG HIGHLAND AVE. FROM SIERRA AVE. ELEV.= 1428.6090 CITY OF FONTANA STREET IMPROV M NT PLANS TRACT 10 SEXIST. R/W 15 I�l � EXIST. R/W� TRACT BOUNDARY II l I 11 MW 1. 19 SEE GENERAL NOTE 37 - - - - -i �� q FOR C&G REPAIR 1) I W N -MAC716046J1 -1� II�� - NIS 27,3144-47_ _ _ - 1 w EXIST. 8" CURB & GUTTE ( i --I/f to l II > - EXIST. R/W� - iill ILII � I I/ � IIII I 18 N0. 16243 TRACT -1-M55-10 JMS 267/78-81 1 1 1 I 1 I 1 1 1 1 20 1%13 1 11 2 1 I 10 I r l 0- I I J i I I TRACT BOUNDARY I ( I I f i r I 1J 17 16 15 14 13 12 11 10 113 17 TRACT BOUNDARY 1 � TRACT 1565-3-0 SEE SHEEP 2 JN119 288/62-64 15 2 3 4 5 6 7 8 9 1-41 13 TRACT BOUNDARY- - Cr CIL IA I UC - O SOLORIO El j\j1F_' N ARY Sol-JOOL AT .HF Lr\J\1-DIJ\1 G S INDEX MAP- SCALE:1"=100' CE EXIST. R/W 34' 1 22' 6.5' 1 5' 0.5' VARIES 1.17% TO 2.10% 2%, I � EXISTING A.C. 4 PAVEMENT \� 1 EXISTING 8" CURB & GUTTER HEMLOCK AVENUE NOT TO SCALE HEMLOCK AVENUE STA. 36+60.56 TO 39+90.90 T.I.=5.5 R/W R/W TYPICAL STREET SECTION SAPLING LANE NOT TO SCALE SAPLING LANE FROM STA. 10+00.00 TO STA. 15+61.42 T.I.=5.5 I •f GRIND 0.10' MIN. EXIST. PAVEMENT AND OVERLAY 0.10 MIN. VCUT AND REMOVE ST. PAVEMENT REMOVE EXISTING REDWOOD HEADER WHERE APPLICABLE eM' 7 � O00FESS70 �,��D A• S Nq� y � F Ca 9 G� W 0: 25917 z Cr ExPIRES Z a > - 12/31/09 y't/ 4F CAL "RECORD DRAWING" /9-09 EXISTING PAVEMENT -_7 PAVEMENT SCALE: 1" = 100' PAVEMENT JOIN DETAIL NOT TO SCALE 6 0 50' 100' 200' 300' 400' REV. REVISION DESCRIPTION DATE I ENGR. I CITY I DATE SEAL -ENGINEER ofeMvep OfWA11MV SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT QROFESS�oN\ COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �e��P�° A. SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, tie z THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO NO. 2rn 5917 ' BRING THEM INTO CONFORMANCE WITH CONDITIONS AND * Exp. 12/31/07 STANDARDS IN EFFECT. s9lFOF CA��F��\j PACIFIC BELL CO. ATTN: VIRGINIA BECKER 3939 E. CORONADO STREET ANAHEIM, CA. 92807 (714) 666-5467 UNDERGROUND SERVICE ALERT (800) 227-2600 COMCAST ( CABLE TV ) ATTN: JACK HAYES 1205 DUPONT AVE. ONTARIO, CA. 91761 (909) 390-4738 GENERAL TELEPHONE COMPANY ATTN: IVAN ROBIDOUX 1400 E. PHILLIPS BLVD. ONTARIO, CA. 91766 (760) 245-0846 CRAWFORD CANYON MUTUAL WATER CO. ATTN: BILL VANDERKIEFT, JR. (619) 868-6040 FONTANA WATER COMPANY ATTN: MICHAEL J. MCGRAW 8440 NUEVO AVE. FONTANA, CA. 91766 (909) 822-2201 FAX: (909) 823-5046 CONSTRUCTION NOTES & QUANTITY ESTIMATES* ITEM LEGEND TC - TOP OF CURB ELEVATION FL - FLOW LINE ELEVATION FS - FINISHED SURFACE ELEVATION OT - ON TANGENT OC - ON CURVE BVC - BEGIN VERTICAL CURVE EVC - END VERTICAL CURVE BCR - BEGIN CURB RETURN ECR - END CURB RETURN BC - BEGIN CURVE EC - END CURVE - DIRECTION OF FLOW - CONSTRUCTION BUBBLE INSTALL STREET NAME SIGN PER CITY OF FONTANA STD. DETAIL NO. 4003 - CURVE DATA C&G - CURB AND GUTTER -- - STREET LIGHT -r - EXIST. STREET LIGHT ®- A.C. PAVEMENT REMOVAL CITY OF FONTANA, UTILITY NOTIFICA11ON LIST CITY OF FONTANA 8353 SIERRA AVE FONTANA, CA. 92335 (909) 350-6632 SO. CALIF. GAS COMPANY ATTN: DENNIS FREEMAN 1981 W. LUGONIA AVENUE REDLANDS, CA. 92374 (909) 335-7547 EMERGENCIES: (800) 427-2200 SO. CALIF. EDISON COMPANY 300 N. PEPPER AVENUE RIALTO, CA. 92376 909 820-5598 - UNDERGROUND 909 875-5100 - TRANSMISSION 213 637-1233 - PIPELINES 909 357-6223 - DISTRIBUTION PACIFIC BELL CO. ATTN: VIRGINIA BECKER 3939 E. CORONADO STREET ANAHEIM, CA. 92807 (714) 666-5467 UNDERGROUND SERVICE ALERT (800) 227-2600 COMCAST ( CABLE TV ) ATTN: JACK HAYES 1205 DUPONT AVE. ONTARIO, CA. 91761 (909) 390-4738 GENERAL TELEPHONE COMPANY ATTN: IVAN ROBIDOUX 1400 E. PHILLIPS BLVD. ONTARIO, CA. 91766 (760) 245-0846 CRAWFORD CANYON MUTUAL WATER CO. ATTN: BILL VANDERKIEFT, JR. (619) 868-6040 FONTANA WATER COMPANY ATTN: MICHAEL J. MCGRAW 8440 NUEVO AVE. FONTANA, CA. 91766 (909) 822-2201 FAX: (909) 823-5046 CONSTRUCTION NOTES & QUANTITY ESTIMATES* ITEM DESCRIP11ON QUANTITY O1 CONSTRUCT 6" CURB & GUTTER PER CITY OF FONTANA STD. PLAN NO. 1000 1,134 L.F. O2 CONSTRUCT X -GUTTER PER CITY OF FONTANA STD. PLAN NO. 403 (W=8') 1,061 S.F. O3 CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD. PLAN NO. 1003 2 EA. O4 CONSTRUCT SIDEWALK PER CITY OF FONTANA STD. PLAN NO. 1006 6,802 S.F. CONSTRUCT 4 1/2- MIN. A.C. PAVEMENT OVER 12" COMPACTED TO 95% NATIVE MATERIAL O5 (REFER TO GENERAL NOTE #30 HEREON) 21,331 S.F. OSAWCUT AND REMOVE EXISTING PAVEMENT, GRIND AND JOIN WITH NEW PAVEMENT 106 L.F. PER CITY OF FONTANA STD. PLAN NO. 1008 AND DETAIL HEREON O INSTALL STREET NAME SIGN PER CITY OF FONTANA STD. DETAIL NO. 4003 1 EA. O9 REMOVE EXISTING 8" CURB & GUTTER 106 L.F. 10 CONSTRUCT 6" TO 8" C.F. TRANSITION (REFER TO CITY OF FONTANA STD. PLAN NO. 1000) 110 L.F. 11 INSTALL R1 STOP SIGN ON STREET NAME SIGN POLE (REFER TO CITY OF FONTANA STD. PLAN NO. 4003) 1 EA. 12 INSTALL 5800 LUMEN H.P.S.V #7, 25' HIGH STREET LIGHT PER CITY OF FONTANA STD. PLAN NO. 404 3 EA. 13 REMOVE EXISTING SIDEWALK 1,652 S.F. 14 CONSTRUCT DRIVEWAY PER CITY OF FONTANA STD. PLAN NO. 1002 (WIDTH PER PLAN) 3,676 S.F. 15 REMOVE EXISTING A.C. PAVEMENT 212 S.F. 16 REMOVE EXISTING WROUGHT IRON FENCE 331 L.F. 17 APPLY THERMOPLASTIC "STOP" LEGEND PER CALTRANS STD. PLAN NO. A24D 1 EA. 18 APPLY THERMOPLASTIC 12" SOLID WHITE STRIPE PER CALTRANS STD. PLAN NO. A24E 14 L.F. 19 REMOVE EXISTING DRIVEWAY AND REPLACE WITH 8" CURB AND GUTTER PER CITY OF 360 S.F. FONTANA STD. PLAN NO. 1000 (8" C.F.) 20 REMOVE EXISTING WATER METER 1 EA. 21 REMOVE EXISTING GAS SERVICE 1 EA. 22 INSTALL 8" D.I.P. (CL 150) DRAIN PIPE 62 L.F. 23 CONSTRUCT CATCH BASIN PER STD. DETAIL N0. 3004 (OMIT LOCAL DEPRESSION. 2 EA. FOR NUISANCE FLOWS ONLY) 24 REINFORCE CURB & GUTTER PER DETAIL ON SHEET 2 24 L.F. 25 CONSTRUCT PARKWAY DRAIN PER CITY OF FONTANA STD. PLAN NO. 3001 (SIZE 1) 1 EA. �k QUANTITIES SHOWN HEREON ARE FOR PERMIT AND/OR BONDING PURPOSES ONLY AND SHALL NOT BE USED FOR BIDDING. CONTRACTOR SHALL DETERMINE HIS OWN QUANTITIES AND BID A COMPLETE JOB. Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS OR BEFORE YOU DIG I CSL ENGINEERING, INC. 11651 STERLING AVENUE, SUITE E RIVERSIDE, CALIFORNIA 92503 (951) 785-5122 * FAX (951) 785-5180 PREPARED BY: R.C.E. NO. 25917 EXP. 12/31/07- ATE: 2 31 07ATE: 8--e 7 RICHARD A. SCIANNI CITY Flo SOU TF > WRIGHT a COURT wBELLGRC = WAY WALNU_ BASELINE 30 FREEWAY POST LANE AV. a AV. RD PROJECT SITE SAN BERNARDINO FRWY VICINITY MAP NO SCALE THOMAS BROS. 2005 EDITION PAGE 644, GRID E-2 INDEX OF SHEETS: BASIS OF BEARINGS: SHEET NOS. DESCRIPTION CENTERLINE OF BEECH AVENUE AS BEING =N00'08'38"E PER TRACT 1 TITLE SHEET 16566-9, M.B. 266/62-64 2 PLAN & PROFILE OF FONTANA, CALIFORNIA STREET IMPROVEWENT PLANS DRAWN BY: SCALE: SE TRACT 16243 AS NOTED DESIGNED BY: TITLE S ET DATE: SE MAY, 2007 CHECKED BY APPROVED BY -DWG. DWG. NO. SHEET ZA J.M. CITY ENGINEER: RICARDO SANDOVAL, R.C.E. 51152 4283 1 OF 2 JN748/748_sip 1.dwg/07-03-07/S:100