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HomeMy WebLinkAbout3021-1GENERAL NOTES AVENUE 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT CONSTRUCT 6" CURB & GUTTER PER STD. PLAN NO. 1003 PROJECT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE CONSTRUCT X -GUTTER STD. PLAN NO. 105 (MODIFIED W=8') 4,740 S.F. SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER STD. PLAN NO. 1006 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAN CAN NOT BE RESOLVED BY CONSTRUCT SIDEWALK PER STD. PLAN NO 1015 33,114 S.F. REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONSTRUCT 4" MIN. A.C. PAVEMENT OVER 12" COMPACTED NATIVE MATERIAL 79,915 S.F. CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. W 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. AS SHOWN ON DETAIL "A" ON SHEET 1 4. CONSTRUCITON PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ¢ `` ENGINEERING DVISION PRIOR TO THE START OF ANY WORK. INSPECITON COORDINATION SHALL BE REQUESTED AT LEAST INSTALL STREET NAME SIGN PER STD. DETAIL NO. 139 7 EA. TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. MILLER AVENUE CALL (909) 350-7610 INSTALL BARRICADE PER STD. DETAIL 118 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN REMOVE EXISTING A.C. BERM 572 L.F. THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED CONSTRUCT CONCRETE CURB ONLY (C.F. HEIGHT VARIES) PER STD. PLAN 1003 U BY THE CITY TRAFFIC ENGINEER. CONSTRUCT CONCRETE GUTTER PER STD. PLAN 106 (MODIFY TO BE 3' WIDE) 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC FOOTHILL BOULEVARD CONTROL DEVICES AT ALL TIMES. CONSTRUCT 6.5" MIN. A.C. PAVEMENT OVE 12" COMPACTED NATIVE MATERIAL 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR CONSTRUCT 4.5" MIN. A.C. PAVEMENT OVER 12" COMPACTED NATIVE MATERIAL 54,348 S.F. GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. INSTALL R1 STOP SIGN ON STREET NAME SIGN POLE (REFER TO STD. DETAIL NO. 139) 3 EA. 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, 11 EA. 19 INSTALL 9500 LUMEN H.P.S.V; #10, 27' HIGH STREET LIGHT PER STD. PLAN NO. 1016. SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUkIREMENTS OF THE DIVISION OF INDUSTRIAL 20 CONSTRUCT DRIVEWAY PER STD. DETAIL 102 SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SH&L ALSO BE GUARDED WHEN THE POTENTIAL 21 REMOVE EXISTING A.C. WALKWAY EXISTS FOR GROUND MOVEMENT. 22 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT OBTAINING A SEPARATE CONSTRUCT 36" R.C.P. (1750-D) 90 L.F. 31 PERMIT FOR THAT PURPOSE. 46 L.F. 32 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE 33 CONSTRUCT CATCH BASIN PER A.P.W.A. STD. 300-2 3 EA. THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STD. 313-1, CASE A 3 EA. EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT CONSTRUCT CONC. BULKHEAD PER R.C.F.C.D. STD. M816 UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. I 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 AUTORIZAITON. 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. W = I 21. THE CONTACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC Z OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTE APPROVAL. W 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. > Q 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. Q 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FORM UNDERMINING STREET IMPROVEMENTS. Z UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR Q 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. V) 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 LOCATON 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. ACUTAL 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. I 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTOL DEVICES TO THE SATISFACITON OF THE CITY TRAFFIC ENGINEER. 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCITON 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. Underground Service Alert � 9�f °off ro �P Gac Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG 50' 25' 25' 18' 18' 11 Ac' 2-- % TYPICAL STREET SECTION INTERIOR STREETS (6"CF, NOT TO SCALE JACKSON DRIVE STA. 7+84.00 TO STA. 12+51.27 MEMPHIS DRIVE STA. 14+10.03 TO STA. 18+20.07 TUCSON LANE STA. 10+00.00 TO STA. 16+07.77 FREEPORT CIRCLE STA. 10+00.00 TO STA. 13+40.73 T.I.=5.5, ASSUMED R-VALUE=25 OWNER /DEVELOPER: NEW WEST PROPERTIES 369 SAN MIGUEL DRIVE SUITE 375-A NEWPORT BEACH, CA 91660 (949) 640-6420 * FAX: (949) 640-6484 BENCHMARK: CRY B.M. NO. 361 ELEV.= 1365.00 NAIL IN POLE #1536697E S.W. CORNER SULTANA & BASELINE R/W 5' P.U.E. 5' 2' 2' I 2% 2 W'LY 5 R/W P.U.E. _1 1- 5' VARIES FRO 1.1 % TO 3.' MARK I BY I DATE ENGINEER 25' 7) IM _EJ, -17/PJ30 INDEX MAP EXISTING IMPROVEMENTS SCALE:1 =100" ELY rz-71 R/W 1 VARIES FROM 2.1 % TO 3.0% ..-. - VARIES FROM 6 70.9% TO 2.5% 5 TYPICAL STREET SECTION LIME AVENUE (8"QFI NOT TO SCALE FROM STA. 13+22.63 TO STA. 23+09.43 T.I.=5.5, ASSUMED R-VALUE=25 REVISIONS 12' _ i GRIND 0.10' MIN. - EXIST. PAVEMENT AND OVERLAY 0.10' MIN. 717� 2' 1' (MIN.) (MIN) SAWCUT AND REMOVE EXIST. PAVEMENT REMOVE EXISTING HEADER WHERE APPLI ABOLE EXISTING PAVEMENT----' DETAIL "A" NOT TO SCALE 6 APPR. DATE CITY NEW PAVEMENT R/W BASELINE AVENUE QUANTITY 10 CONSTRUCT 6" CURB & GUTTER PER STD. PLAN NO. 1003 PROJECT CONSTRUCT X -GUTTER STD. PLAN NO. 105 (MODIFIED W=8') 4,740 S.F. CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER STD. PLAN NO. 1006 SITE 40 CONSTRUCT SIDEWALK PER STD. PLAN NO 1015 33,114 S.F. 50 CONSTRUCT 4" MIN. A.C. PAVEMENT OVER 12" COMPACTED NATIVE MATERIAL 79,915 S.F. 6O W W Z W z AS SHOWN ON DETAIL "A" ON SHEET 1 W Q ¢ `` w INSTALL STREET NAME SIGN PER STD. DETAIL NO. 139 7 EA. (�) MILLER AVENUE 10 INSTALL BARRICADE PER STD. DETAIL 118 _M N REMOVE EXISTING A.C. BERM 572 L.F. � CONSTRUCT CONCRETE CURB ONLY (C.F. HEIGHT VARIES) PER STD. PLAN 1003 U W � CONSTRUCT CONCRETE GUTTER PER STD. PLAN 106 (MODIFY TO BE 3' WIDE) 180 S.F. 14 FOOTHILL BOULEVARD 15 CONSTRUCT 6.5" MIN. A.C. PAVEMENT OVE 12" COMPACTED NATIVE MATERIAL 10,200 S.F. 16 CONSTRUCT 4.5" MIN. A.C. PAVEMENT OVER 12" COMPACTED NATIVE MATERIAL 54,348 S.F. VICINITY MAP NOT TO SCALE THOMAS BROS. 2001 EDITION PAGE 574, GRID E-7, AND F-7 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 - CURVE DATA C&G - CURB AND GUTTER ;- - STREET LIGHT ® - A.C. PAVMENT REMOVAL TRACT BOUNDARY CITY OF FONTANA, UTILITY NOTIFICATION LIST CITY OF FONTANA ATTN: CARLOS NAVARRO 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 1909 820-5598 - UNDERGROUND 909 875-5100 - TRANSMISSION 213 637-1233 - PIPELINES 9091 357-6223 - DISTRIBUTION PACIFIC BELL CO. ATTN: VIRGINIA BECKER 3939 E. CORONADO STREET ANAHEIM, CA. 92807 (714) 666-5467 UNDEGROUND SERVICE ALERT (800) 227-2600 COMCAST JACK CABLE TV ) ATTN: JA 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 N U EVO AVE. FONTANA, CA. 91766 (909) 822-2201 FAX: (909) 823-5046 CONSTRUCTION NOTES & QUANTITY ESTIMATES* ITEM DESCRIPTION QUANTITY 10 CONSTRUCT 6" CURB & GUTTER PER STD. PLAN NO. 1003 4,400 L.F. CONSTRUCT X -GUTTER STD. PLAN NO. 105 (MODIFIED W=8') 4,740 S.F. CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER STD. PLAN NO. 1006 14 EA. 40 CONSTRUCT SIDEWALK PER STD. PLAN NO 1015 33,114 S.F. 50 CONSTRUCT 4" MIN. A.C. PAVEMENT OVER 12" COMPACTED NATIVE MATERIAL 79,915 S.F. 6O SAWCUT AND REMOVE EXISTING PAVEMENT AND JOIN WITH NEW PAVEMENT 1,551 L.F. AS SHOWN ON DETAIL "A" ON SHEET 1 �7 REMOVE EXISTING A.C. PAVEMENT 16,215 S.F. 80 INSTALL STREET NAME SIGN PER STD. DETAIL NO. 139 7 EA. (�) CONSTRUCT 8" CURB & GUTTER PER STD. PLAN NO. 1003 2,706 L.F. 10 INSTALL BARRICADE PER STD. DETAIL 118 72 L.F. 11 REMOVE EXISTING A.C. BERM 572 L.F. 12 CONSTRUCT CONCRETE CURB ONLY (C.F. HEIGHT VARIES) PER STD. PLAN 1003 61 L.F. 13 CONSTRUCT CONCRETE GUTTER PER STD. PLAN 106 (MODIFY TO BE 3' WIDE) 180 S.F. 14 CONSTRUCT 6" TO 8" C.F. TRANSITION (REFER TO STD. PLAN NO. 1003) 308 L.F. 15 CONSTRUCT 6.5" MIN. A.C. PAVEMENT OVE 12" COMPACTED NATIVE MATERIAL 10,200 S.F. 16 CONSTRUCT 4.5" MIN. A.C. PAVEMENT OVER 12" COMPACTED NATIVE MATERIAL 54,348 S.F. 17 INSTALL R1 STOP SIGN ON STREET NAME SIGN POLE (REFER TO STD. DETAIL NO. 139) 3 EA. 18 INSTALL 5800 LUMEN H.P.S.V #7, 25' HIGH STREET LIGHT PER STD. PLAN NO 1016. 11 EA. 19 INSTALL 9500 LUMEN H.P.S.V; #10, 27' HIGH STREET LIGHT PER STD. PLAN NO. 1016. 5 EA 20 CONSTRUCT DRIVEWAY PER STD. DETAIL 102 8,712 S.F. 21 REMOVE EXISTING A.C. WALKWAY 2,355 S.F. 22 30 CONSTRUCT 36" R.C.P. (1750-D) 90 L.F. 31 CONSTRUCT 30" R.C.P. (2000-D) 46 L.F. 32 CONSTRUCT MANHOLE PER A.P.W.A. STD. 322-1 1 EA. 33 CONSTRUCT CATCH BASIN PER A.P.W.A. STD. 300-2 3 EA. 34 s CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STD. 313-1, CASE A 3 EA. 35 CONSTRUCT CONC. BULKHEAD PER R.C.F.C.D. STD. M816 1 EA. 36 CONSTRUCT CONC. COLLAR PER A.P.W.A. STD. 380-2 1 EA. * 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. QUANTITIES FOR THIS ITEM ASSUMES ALL DRIVEWAY WIDTHS TO BE 16' WIDE. 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. N'LY 61 EXISTING A.C. PAVEMENT R/W BASIS OF BEARINGS: CENTERLINE OF LIME AVENUE =N00'03'54"E PER TRACT 12981-2, M.B. 171/23-24 SHOULD COONSTPUCTION OF THE REQUIP'.E© IMPPOVEMENTS NOT CO(�1MENCE �/�IITHIN TVA/O YEAP'.S OF THE DATE ©F APPPOOMAL SHO�n.!N HEREON AND CAPRIED FORTH IN A DILIGENT �-1ANNER. THE CITY ENGINEEP'. f�l1AY REOUIP'.E REUISIOONS TOO THE PANS TO =SING THEM INTO COONFOPMANCE �I�IITH CONDITIONS AND Sqpp TANDAR©S IN EFFECT. TYPICAL STREET SECTION ORLANDO DRIVE (8"CF) SEAL -ENGINEER :--NQRpFE S _/_0 P�V A S��9lF` c� ? No. 25917 m * Exp. 12/31/05 CIV1� o���P of CA0- NOT TO SCALE FROM STA. 10+00.00 TO STA. 23+26.56 T.I.=6.5, ASSUMED R-VALUE=25 CSL ENGINEERING, INC. 11651 STERLING AVENUE, SUITE E RIVERSIDE, CALIFORNIA 92503 (909) 785-5122 * FAX (909) 785-5180 PREPARED BY: R.C.E. N0. 25917 EXP. 12/31/05) DATE: /---/O _ O 2 RICHARD A. SCIANNI TYPICAL STREET SECTION RANCHO FONTANA VILLAGE PARKWAY (6"CF1 NOT TO SCALE STA. 18+07.62 TO STA. 21+15.01 T.I.=5.5, ASSUMED R-VALUE=25 CITY OF FONTANA, CALIFORNIA DRAWN BY: STREET IMPROVEMENT PLANS SCALE: SE 1" =100' DESIGNED BY: TRACT 5 - DATE: RAS TIT I -I � JUNE, 2001 CHECKED B pp .�1�, ®�� DWG. N0. JJL `��� 3021 TY ENGINEER: RICARDO SANDOVAL, R.C.E. 51152 SHEET 1 of 11 ` JN545/12-07-01/545-1 SIP1.DWG/S:100