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HomeMy WebLinkAbout5405-1GENERAL STREET NOTES: ENGINEER'S NOTE: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH CITY OF RIALTO STANDARD DRAWINGS, STANDARD SPECIAL PROVISIONS, AND THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR CONSTRL/CT700V COVTRAC7OR AGREES rHA T fIV cdfdrrxa co,11 PUBLIC WORKS CONSTRUCTION, WITH SUPPLEMENTS. ANY VARIATION FROM OR EXCEPTION TO THE ACCO DANCE WTH GElVERALL Y ACC6P7ED STANDARDS OR FOLLOWING GENERAL NOTES MUST BE APPROVED BY THE CITY ENGINEER. CON.STRU0770lV PRAC)XE.S, CCW5 RUC?7QN cF Civ I 6 -q -,e e u 2. ALL EXISTING IMPROVEMENTS INCLUDING CURB AND GUTTERS, SIDEWALKS, CiGWTRACTrR MILL BE )ff_0VMV TO ASE .sem+E 8J rm 5_. vVeLjw ASPHALT/CONCRETE OR P.C.C. PAVING, WHICH ARE BEING JOINED OR MATCHED SHALL BE DONE AW LWPLETE fits °OIlSOLITY FO? " 577E G'iIMV fl WS "jIVri )W STREET IMPROVEMENT PLANS TO THE SATISFACTION OF THE CITY ENGINEER, INCLUDING NECESSARY SAW CUTTING, REMOVAL =OPSE c- COWRCREW ar MF FR ECf �( S4fErr Or AU AVENUE REPLACEMENT AND CAPPING. fDMWS',,,M PROMRTY IWAjT 1W /Qf(tI(J ,�,d WT _WAIL &F MAX 70LAURELBAE LINER AD AND AN EXCAVATION IS MADE IN CONJUNCTION WITH THIS APf'C Y CGWTWUOlf57 Y AND MOT � UArtITFD Tt? NO�/AL NC1RK//Vl,r 3. ANY EXISTING TRAVEL WAYS IN WHICH PROJECT SHALL BE COVERED BY PERMIT. THIS AREA SHALL BE PROPERLY POSTED AND LIGHTED hVW_� ,W C0VSNVC&W aWfRACW PIRMR AGO!IS 70 AOQW, IN CONFORMANCE WITH THE STATE MANUAL OF WARNING SIGNS, LIGHTS, AND DEVICES FOR USE IND£AW" AND HGYD DES &V PRWf f S90VAL HAMfLESS fROW ANY IN PERFORMANCE OF WORK UPON HIGHWAYS IN ORDER TO ELIMINATE ANY HAZARDS. STREET AND ALL UAEIIUTY, REAL OR ALLEQED, /l2' LCVNECAC+V WN TNF SHALL BE SURFACED WITH A MINIMUM OF 2" OF ASPHALT AT THE END OF EACH WORKING DAY. - AC REMOVAL TEMPORARY GUNITE SWALES, ENTERING OR LEAVING IMPROVEMENTS.(1525.90) RITFOIAWANCE OF #DW OW THIS PkPDXCr, E,rcirIZAc LIARLJTY 4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND SHALL NOTIFY THE CITY AR-gNO FRIM/ 7HF SLXE Nf6 j jCF OF 06-90Y pRgF4rO AL, FIELD INSPECTORS AT LEAST 48 HOURS PRIOR TO STARTING EACH PHASE OF CONSTRUCTION AND - CONSTRUCT NEW PCC SIDEWALK PRIOR TO REQUIRING INSPECTION. LICENSE AND PERMIT. OF SHEETS: ALL aW7RACTQ4 AND MOMVTRACTC,i+PS PEWGfiM ; M12W-QYONlV 6W 5. ALL UTILITIES SHALL BE INSTALLED PRIOR TO PAVING OF THE STREETS. ALL TRENCHES OR RELATED rO TNS- PLANS -WALL CaVACT 7NIN CV&ATI S' 50 SHALL BE FULLY COMPACTED TO THE SATISFACTION OF THE CITY ENGINEER. ALL MANHOLES AND THAT fAft0,EES ARE PROiI A SAfE PYACr M NOW AND THE VALVE BOX FRAMES SHALL BE ADJUSTED TO FINISHED GRADES AFTER COMPLETION OF 19. CONSTRUCTION. PL&K IS PR07FCIED ALL. LLWIRAOMWS AM M8 MVfRACM?S .W4LL HIGH POINT COMPLY W 7H THE "OCCUPA 77ONAL .SAFETY AND HEAL TN 6. THE CONTRACTOR SHALL DETERMINE THE TRUE LOCATION OF ANY UNDERGROUND UTILITY /PE[/LA77dINS', mi -as OEFAIPIMEIVT LAE%AQ AMD NIIH iN'E PRIOR TO LAYING ANY LINES WHICH ARE TO CONNECT THE EXISTING SEWER, WATER, OR STORM DRAINS. THESE LINES SHALL BE EXPOSED AND JOIN ELEVATIONS VERIFIED. ANY CHANGE IN STATE OF CAUEORNIA DEP,4R7MENT OF INDUS MVAL RaAT7OVS GRADE OR DEVIATION FROM THE PLANS MUST BE APPROVED BY THE CITY ENGINEER. 1CGWSTRUC776W S,(fETY ( S' M p'ML 00WErR .SMALL NOF a' 10641 HUMBOLT STREET 'N ANY WA FQP THE (:YWTRACTGiP OR 37,49GM)IPACTCWS 7. ADVERTISING SIGNS WILL NOT BE PERMITTED WITHIN THE STREET RIGHT-OF-WAY. COMPLIANCE WI TH SAID REGUL A ROME AND ORDERS. WI 8 TREESEPLANTED IN THE STREET RIGHT-OF-WAY IN ACCORDANCE TH THE 27. CITY OF RIALTO REQUIREMENTS. 1YA LE QAILW&a 2 NO= 70CWMAC PH: 562-799-4969 TIC GVSSrDVCf ANDI•L/1P1�1401 ANA 7F LOGA)76W GF ANY UNAE7Pp?/rMr�O 9. STRUCTURAL SECTION OF PAVEMENT SHALL BE DETERMINED BY THE PRIVATE SOILS ENGINEER. THE PRIVATE SOILS ENGINEER SHALL FURNISH THE RESULTS OF R -VALUE TESTS AND UTiI iYS OR S#WRhkrS JWOW OV 7hrZ PLANS *T 097A 8r STRUCTURAL SECTION CALCULATIONS TO THE CITY ENGINEER FOR APPROVAL. IN NO CASE SHALL 5E,4Rpf QF AVA&AME AECOYOj S: 7D THE QST UF OUR KNDNfD15E, THE STRUCTURAL SECTION BE LESS THAN IS REQUIRED BY CITY OF RIALTO STANDARD DRAWING 7hfW ARE- NOEVSAW UIXIW5 OR SMJC1WES UaPT AS 9YOINN No. s-100. 6W MW PbW..S IHE DVOA40q ASSUAk-S NO UA&WY AS TO )W 10. COMPACTION TESTING SHALL BE PERFORMED BY THE SOILS ENGINEER TO THE SATISFACTION UACT IXA) W Cr S,+IIb LMS N'fli P fOR U7ZIWS CR l is" MV LiJ1CS OF THE CITY ENGINEER. THE SUBGRADE SHALL BE COMPACTED TO 90% WITH THE TOP 6 INCHES MWONE LXANW.S ARE NUT SfIY XW THE 06WRACTOR SHALL BE BELOW THE ASPHALT PAVING COMPACTED TO 95%. IF THE AGGREGATE BASE IS THICKER THAN RES P W92W-F f 6 N07*_WNC ALL 1I77LITY AAD ARICA&W COWAMCS ONE FOOT, THE ENTIRE THICKNESS OF THE BASE MATERIAL SHALL BE COMPACTED TO 95%. C.F.S. 11. SEWER MAIN AND LATERALS SHALL BE CONSTRUCTED, BACKFILL COMPACTED, AND TESTED PjPiU4 TD #W OV fKAIII ITGW rO DETEJPar1" F)MCT LXA MV Or ALL PRIOR TO CONSTRUCTION OF CURB AND GUTTER. LINES AfFECANG THIS NOW, WETHER OR NOT _9Y0WV HERQN, AND RIGHT-OF-WAY AS DIRECTED BY THE ENGINEER IN THE FIELD. FOR AIVY DAAlAGE DR PRO TCTTdN OF TNE.S'E" LINES. 12. THE CURB AND GUTTER SHALL BE "ETCHED" SHOWING LATERAL LOCATIONS "S" FOR SEWER, P.C.V.C. "G" FOR GAS, "E" FOR ELECTRICAL AND "W" FOR WATER. THE CON7RACTOR SMALL CALL /N A LOCA77OW REOVEST rO 13. TRAFFIC CONTROL AND SAFETY DEVICES SHALL BE PLACED AND MAINTAINED PER THE STATE UNLEROYOUND SfRN[:E AL€RT (USA.) PH&VE 1-800:--422-41_U OF CALIFORNIA DEPARTMENT OF TRANSPORTATION MANUAL OF WARNING SIGNS LIGHTS, AND THC? Z #10 WING DAYS PRIOR TMJ D16rWO. NO CON57RUC77ON DEVICES FOR USE IN PERFORMANCE OF WORK UPON HIGHWAYS AND TO THE SATISFACTION OF PERMIT ISSUED BY PUBLIC LA'S DEPARTMENT SHALL BE VAOD THE CITY ENGINEER. E.C.R. END OF CURVE RETURN ISKI 1I UA6fRG%WND FACZYAa MWfSS THE APPLICANT HAS AN 14. NOTICE TO CONTRACTORS: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY INQUIRY IDENTIFICA77ON NUA4BER ISSUED BY U-5, A, PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE STRICT ADHERENCE TO DUST CONTROL REQUIREMENTS SHALL BE ENFORCED, AND ALL DUST RECORDS. APPROVAL OF THESE PLANS BY THE CITY OF RIALTO DOES NOT CONSTITUTE A SHE REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE LOCATION OR EXISTENCE OR SHALL BE CONTROLLED BY WATERING, UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. OF ANY UNDERGROUND UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS UTILITIES PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT PROJECT. - THE UTILITY LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. UTILITY COMPANIES EMERGENCY NUMBERS 15. PRIVATE ENGINEERS NOTICE: PRIOR TO CONSTRUCTION, SEWER AND WATER CONTRACTORS SHALL ASCERTAIN THE CORRECTNESS OF WATER SERVICES AND SEWER LATERAL LOCATIONS WITH FONTANA WATER SERVICE AREA (909) 822-2201 THE DEVELOPER. ANY DEVIATION FROM LOCATIONS SHOWN ON THESE PLANS SHALL BE VEOLIA SEWER (909) 820-0400 REPORTED TO THE ENGINEER FOR ADJUSTMENT PRIOR TO CALLING FOR ANY CONSTRUCTION SOUTHERN CALIFORNIA GAS CO. (800) 427-2200 STAKING REQUIRED. 45 LF Q INSTALL 6" DIA. DUCTILE IRON PIPE PER CITY OF RIALTO SOUTHERN CALIFORNIA EDISON (800) 655-4555 16. PRIOR TO THE CITY RELEASING THE BOND FOR THE PUBLIC IMPROVEMENTS, THE ENGINEER "AS GENERAL TELEPHONE CO. (800) 834-4966 OF RECORD SHALL SUBMIT A COMPLETE SET OF BUILT" PLANS ON MYLAR TO THE CITY ENGINEERING SECTION AND THE TIE SHEETS FOR NECESSARY MONUMENTATION SHALL ALSO BE COLTON JOINT UNIFIED SCHOOL DISTRICT (909) 580-5000 SUBMITTED TO THE CITY. FACILITIES ARE SHOWN ON THESE PLANS. LEGEND OWNER /DEVELOPER: 17. STATE LAW (SB 3019) REQUIRES THE CONTRACTOR TO CONTACT UNDERGROUND SERVICE BASE LINE ROADSHALL ALERT AND OBTAIN AN IDENTIFICATION NUMBER PRIOR TO THE ISSUANCE OF THE CITY'S SHAW PROPERTIES C/O ENCROACHMENT PERMIT. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT TWO DEVELOPMENT & CONNST. MGMT. IN THE CITY OF RIALTO A VENUE I I M.A.P. ° FrMO a ELMA n nm ADDRESS: 1 I I 1311 LAME A`h"lE 1 nocs'iY W 664.E N'L=LINE=ARCEL A OF D7 NN I N 8955'33• W 632.41\' 1 `25' BUILDW SETBI! APN: 0240-241-10 1 I �� 991 PARCEL A CERT. OF COM. No. 150 es$ 1 9/17/2004 INST. 2004-0680215 s� 1 a I BMER M40-241-52 �fROD ADIDEM: BASIBM AID W 1p II ' `V I I LES / N Z 2I W I I PARCEL s j Q F-1 - I LLj I � J W I �z I� 1 --- --- ----�� - I r8' LANDSCAPE SETBACK 11NE AN: 0240-241-10 1 1 -W IXXD D SETBACK UNE ET o N 897742' E W.94 1 -IT OF CITY F RIALTO "ST BiW s LIMIT 0 CITY OF FONTANA I--( 1 1 N 893742' E 2&59.63' 1 APN: 027221-19-1 BASE LINE ROAD M.B.150/24-25 `r: ��---------- - - - -.� INDEX MA SCALE:1 "=150' FULL WORKING DAYS (48 HOURS MINIMUM) IN ADVANCE OF ANY CONSTRUCTION ACTIVITIES, 1300 BRISTOL STREET, SUITE 290 PAVEMENT LEGEND: INCLUDING PAVEMENT REMOVAL. EXCAVATION AND A.C. OVERLAY, WHICH COULD AFFECT ANY ■ ET ET ET UNDERGROUND UTILITY. NEWPORT BEACH, CA 92660 2' E IMPROVEMENTS, WORK SHALL STOP AND THE - COLD PLANE AND OVERLAY PHONE: (949) 640-4800 - AC REMOVAL TEMPORARY GUNITE SWALES, ENTERING OR LEAVING IMPROVEMENTS.(1525.90) 18. PRIOR TO ANY CONSTRUCTION WORK, THE CONTRACTOR SHALL OBTAIN A CITY BUSINESS FAX: (949) 759-5619 AGGREGATE BASE - CONSTRUCT NEW PCC SIDEWALK FINISH PAVEMENT LICENSE AND PERMIT. OF SHEETS: A.C. ASPHALT CONCRETE 1 GEOTECHNICAL E N G R.: 2 BASE LINE ROAD FROM STA 10+00.00 TO STA 16+40.07 19. PRIOR TO TAKING ANY WATER FROM A FIRE HYDRANT, THE CONTRACTOR SHALL MAKE H.P. HIGH POINT 33. MANHOLE FRAMES AND COVERS TO BE CONSTRUCTED BY THE CONTRACTOR 6" BELOW PAVING, THE PAVING CONTRACTOR SHALL ADJUST TOP OTHERWISE APPROVED BY THE ENGINEER. ARRANGEMENTS TO OBTAIN A FIRE HYDRANT WATER METER. NORCAL ENGINEERING INV. 20. ALL STREET TRENCHING, BACKFILLING AND PAVEMENT REPAIRS SHALL BE DONE IN 10641 HUMBOLT STREET B.C.R. BEGINNING OF CURVE RETURN ACCORDANCE WITH CITY STANDARD DRAWING NO. SC -231. LOS ALAMITOS, CA 90720 27. ALL PERMANENT TRAFFIC CONTROL SIGNS AND DEVICES SHALL BE LOCATED AS SPECIFIED IN B.V.C. PH: 562-799-4969 LS LANDSCAPE 21. ALL IRRIGATION LINES TO BE REMOVED, RELOCATED OR RECONSTRUCTED AS SHOWN AND/OR DATED: 9/14/2014 CURB & GUTTER a MIDDLE OF VERTICAL CURVE AS DIRECTED BY THE PUBLIC WORKS INSPECTOR IN THE FIELD. O3 CONSTRUCT 6' SIDEWALK PER CITY OF RIALTO STD. NO. C.F. 22. CONTRACTOR SHALL REMOVE AND/OR INSTALL PAVEMENT MARKINGS AND STRIPING. TOPOGRAPHY SOURCE: 28. REPAIR OR REPLACE ANY DAMAGED OR ALTERED EXISTING IMPROVEMENTS WITHIN PUBLIC C.F.S. PLACEMENT AND SCHEDULING TO BE DETERMINED BY INSPECTOR IN THE FIELD. P.C.C. PORTLAND CEMENT CONCRETE PRO D BY: RIGHT-OF-WAY AS DIRECTED BY THE ENGINEER IN THE FIELD. C.M.B. CRUSHED MISCELLANEOUS BASE P.C.V.C. CENTRAL COAST AERIAL MAPPING 23. THE CONTRACTOR SHALL NOT ORDER OR PLACE ANY PORTLAND CEMENT CONCRETE OR 710 FIERO LANE #24 1N POINT OF REVERSE CURVE ASPHALT CONCRETE PAVING UNTIL THE FORMS AND SUBGRADE AND/OR AGGREGATE BASE HAVE SAN LUIS OBISPO CA 93401 E.C.R. END OF CURVE RETURN BEEN INSPECTED AND APPROVED BY THE CITY INSPECTOR IN THE FIELD. PH: (805) 543-4307 SHE 24. STRICT ADHERENCE TO DUST CONTROL REQUIREMENTS SHALL BE ENFORCED, AND ALL DUST FX: (805) 543-7257 SHE REINFORCED CONCRETE BOX SHALL BE CONTROLLED BY WATERING, UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. ENGINEER OR A LICENSED LAND SURVEYOR. SHE ET ET ET - CONSTRUCT NEW AC PAVEMENT LIST O F ABBREVIATIONS 2' E IMPROVEMENTS, WORK SHALL STOP AND THE - COLD PLANE AND OVERLAY 0 z - AC REMOVAL TEMPORARY GUNITE SWALES, ENTERING OR LEAVING IMPROVEMENTS.(1525.90) 26. - CONSTRUCT NEW PCC PAVEMENT a a AGGREGATE BASE - CONSTRUCT NEW PCC SIDEWALK FINISH PAVEMENT DEX OF SHEETS: A.C. ASPHALT CONCRETE 1 TITLE SHEET - TYPICAL SECTIONS, NOTES & QUANTITIES 2 BASE LINE ROAD FROM STA 10+00.00 TO STA 16+40.07 3 LAUREL AVENUE FROM STA 10+00.00 TO STA 16+40.72 25. IF ANY EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED ENGINEER SHALL BE NOTIFIED IMMEDIATELY. LIST O F ABBREVIATIONS O IMPROVEMENTS, WORK SHALL STOP AND THE ck-1 0 z 2 REMOVE EXISTING ASPHALT PAVEMENT. TEMPORARY GUNITE SWALES, ENTERING OR LEAVING IMPROVEMENTS.(1525.90) 26. THE FINAL OR SURFACE LAYER OF ASPHALT CONCRETE SHALL NOT BE PLACED UNTIL ALL A.B. AGGREGATE BASE FP FINISH PAVEMENT O REMOVE EXISTING SIGN. ON-SITE IMPROVEMENTS HAVE BEEN COMPLETED, INCLUDING ALL GRADING AND UNTIL ALL A.C. ASPHALT CONCRETE FS FINISH SURFACE O REMOVE EXISTING DRIVEWAY. UNACCEPTABLE CONCRETE AND/OR ASPHALT WORK HAS BEEN REMOVED AND REPLACED, UNLESS A.D.A. AMERICAN DISABILITIES ACT H.P. HIGH POINT 33. MANHOLE FRAMES AND COVERS TO BE CONSTRUCTED BY THE CONTRACTOR 6" BELOW PAVING, THE PAVING CONTRACTOR SHALL ADJUST TOP OTHERWISE APPROVED BY THE ENGINEER. B.C. BEGINNING OF CURVE INV. INVERT ELEVATION 1� B.C.R. BEGINNING OF CURVE RETURN L.P. LOW POINT 27. ALL PERMANENT TRAFFIC CONTROL SIGNS AND DEVICES SHALL BE LOCATED AS SPECIFIED IN B.V.C. BEGINNING OF VERTICAL CURVE LS LANDSCAPE THE FIELD BY THE CITY ENGINEER PRIOR TO FINAL APPROVAL OF IMPROVEMENTS. C&G CURB & GUTTER M.V.C. MIDDLE OF VERTICAL CURVE 7,523 SF O3 CONSTRUCT 6' SIDEWALK PER CITY OF RIALTO STD. NO. C.F. CURB FACE N.T.S. NOT TO SCALE 28. REPAIR OR REPLACE ANY DAMAGED OR ALTERED EXISTING IMPROVEMENTS WITHIN PUBLIC C.F.S. CUBIC FEET PER SECOND P.C.C. PORTLAND CEMENT CONCRETE PRO D BY: RIGHT-OF-WAY AS DIRECTED BY THE ENGINEER IN THE FIELD. C.M.B. CRUSHED MISCELLANEOUS BASE P.C.V.C. POINT OF COMPOUND VERTICAL CURVE DETAIL ON SHEET 1. E.C. END OF CURVE P.R.C. POINT OF REVERSE CURVE 29. ALL SURVEY MONUMENTS SHALL BE PROTECTED AND PERPETUATED IN PLACE ANY E.C.R. END OF CURVE RETURN P.R.V. C. POINT OF REVERSE VERTICAL CURVE DISTURBED OR COVERED MONUMENTS SHALL BE RESET BY A QUALIFIED REGISTERED CIVIL ESMT. EASEMENT R.C.B. REINFORCED CONCRETE BOX ENGINEER OR A LICENSED LAND SURVEYOR. E.V.C. END OF VERTICAL CURVE R/W RIGHT OF WAY 30. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE THEMSELVES FL FLOWLINE S/W SIDEWALK 326 LF WITH THE WORK SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING 45 LF Q INSTALL 6" DIA. DUCTILE IRON PIPE PER CITY OF RIALTO TAN TANGENT 45 LF FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM THEIR OPERATIONS, WHETHER OR NOT SUCH TC TOP OF CURB CITY OF RIALTO STD. SS -209-0. FACILITIES ARE SHOWN ON THESE PLANS. LEGEND THE QUANTITIES SHOWN HEREON ARE ESTIMATES ONLY. THE CONTRACTORS BASE LINE ROADSHALL 31. CARE SHOULD BE TAKEN TO PREVENT GRADED DITCHES AND SWALES FROM UNDERMINING SAWCUT EXISTING A.C. PAVEMENT AIRPORT O STREET IMPROVEMENTS. UPON INSPECTION OF THE SITES, THE CITY ENGINEER MAY REQUIRE ck-1 0 z 2 REMOVE EXISTING ASPHALT PAVEMENT. TEMPORARY GUNITE SWALES, ENTERING OR LEAVING IMPROVEMENTS.(1525.90) EXISTING ELEVATION FLOWLINE Q Q J 32. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE ENGINEER 1525.90 DESIGN ELEVATION -- PROPOSED R/W O REMOVE EXISTING SIGN. AND THE APPLICANT FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS - EXIST. R/W 2 EA5O DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL - - DIRECTION OF FLOW O REMOVE EXISTING DRIVEWAY. 2 EAO BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 1 EA0 EXIST. UTILITY LINE 33. MANHOLE FRAMES AND COVERS TO BE CONSTRUCTED BY THE CONTRACTOR 6" BELOW PAVING, THE PAVING CONTRACTOR SHALL ADJUST TOP OF gAS 1 S O F BEAR 1 N G S: UNDERGROUND BY OTHERS. -9O FINISH GRADE. UPON COMPLETION OF 31,333 SF*(CONSTRUCT 5" AC PAVEMENT OVER 6" CRUSHED 1� MANHOLE TO FINISH GRADE. AT 95% COMPACTION (TI = 10). THE PAVEMENT 7' 5- THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE 34. ALL AREAS TO BE PAVED SHALL BE STERILIZED AS DIRECTED BY THE CITY ENGINEER PRIOR COORDINATE SYSTEM (CCS83), ZONE 5, NORTH AMERICAN DATUM 1983 (NAD83) TO PAVING. BEWPP" SEONDALL PERATING NCE OON ONS CITY STD. NO. SC -202 TYPE 1. 7,523 SF O3 CONSTRUCT 6' SIDEWALK PER CITY OF RIALTO STD. NO. 35. A SEAL COAT OF SS1H WILL BE REQUIRED ON ALL NEW ASPHALT CONCRETE APPLIED AT i A" AS SHOWN HEREONTINUOUSLY (BASIS OF BEEARINGS: SI 82 35 10.9369" E). CURB RAMP PER SPPWC STD PLAN 111-4 QS) 68 LF/3 EA THE RATE OF 0.075 GALLS PER SQUARE YARD. ALL BEARINGS SHOWN HEREON ARE GRID BEARINGS. DRAWING 151-2 INLET TYPE 2. PRO D BY: CITY OF RIALTO CONSTRUCTION INSPECTION HOURS MEDIAN CURB, 4" THICK 18" WIDE. / 7:OOA.M. TO 5:OOP.M. - MONDAY THROUGH THURSDAY DETAIL ON SHEET 1. - ADJUST SEWER MANHOLE TO GRADE. 6 EA 09 STREET LIGHT TO BE INSTALLED AND SUPPLIED BY SCE CITY ENGINEER, R.C.E. 51152 �� o � MW�IQCIgCIOO M[�d G �c�rrnoc�c� G°Q�c�rr� _ Call: TOLL FREE 1-800 227-2600 MARK REVISIONS TWO WORKING DAYS BEFORE YOU DIG DESIGNED BY: AC DRAWN BY: AC CHECKED BY: HA WEST EXIST. R/W PROP. R/W EX. I81 LS ESMTi _ 2' 14' 10' DED TO CITY I ' I I 1 6' 8 I i I I ' 1 I I I � I ' 1 3 LAUREL AVENUE CA .. Ln 32' STREET IMPROVEMENT BY OTHERS PPD 2400 FONTANA so . /e DATE 50' MONUMENT AND ESTABLISHMENT NOTES: 36' 40' CURB TC ELEV. _ C/L ELEV. +0.36 ARIES FROM�3' 20' 2% 32' PAVEMENT U TYPICAL SECTION LAUREL AVENUE NTS STA 10+00.00 TO STA 16+40.72 T.I.=10 FOUND 1 " IRON PIPE WI TH NAIL, NO TAG, ACCEPTED AS THE CENTER WEST 1/16 CORNER OF SEC. 33, TIN, R5W AND CENTERLINE INTERSECTION OF LAUREL A VENUE AND WALNUT A VENUE. WEST 1/16 CORNER OF SEC. 33/4, TIN, R5W,ESTABL/SHED BY SINGLE PRORA TION BETWEEN [fl AND E PER R2. FOUND I" IRON PIPE, NO TAG, ACCEPTED AS THE SOUTHWEST CORNER OF SEC. 33, TIN, R5W AND CENTERLINE INTERSECTION OF ALDER A VENUE AND BASE LINE ROAD. FOUND I" IRON PIPE TAGGED A'LS 6512 ; NO REF, ACCEPTED AS THE SOUTH 1/4 CORNER OF SEC. 33, TIN, R5W. BASE UNE ROAD CA 110' z MUNICIPAL AIRPORT O Z ck-1 0 z 2 REMOVE EXISTING ASPHALT PAVEMENT. w w o � Q Lij Q Q J o UNDERGROUND BY OTHERS. 3 EA O REMOVE EXISTING SIGN. ADJUST TO GRADE OR REMOVE AND RELOCATE EXISTING 2 EA5O PULL BOX. ROAD O REMOVE EXISTING DRIVEWAY. 2 EAO REMOVE EXISTING STREET LIGHT. 1 EA0 REMOVE EXISTING TELEPHONE POLE AND EXISTING ABOVE GROUND UTILITIES AND OVERHEAD UTILITY LINES TO BE UNDERGROUND BY OTHERS. -9O PROTECT IN PLACE. 31,333 SF*(CONSTRUCT 5" AC PAVEMENT OVER 6" CRUSHED 1� 7' Z3 AT 95% COMPACTION (TI = 10). THE PAVEMENT 7' 5- 2' 1 2' C/L PR 60' 47' 5' GRIN AND OVEf `)CURB TC ELEV. _ C/L ELEV. +0.36 13' EXISTING PAVEMENT -OVARIES FROM 27--35V_ SAWCUT AND JOIN - EXIST. PAVEMENT FILE EXISTING EXISTING ON PAVEMENT CURB AND GUTTER REMOVE EXIST. PAVEMENT TYPICAL SECTION BASE L NE ROAD 12' NTS STA 10+00.00 TO STA 16+40.07 T.I. 10 EAST BASE LINE ROAD EXIST. R/W CA LS ESMT. 1 o< ki6' 1 �...... I� 5' WIDE GRIND AND OVERLAY STATE ROUTE 10 210 FRWY HIGHLAND JAVENUE w z w 0 r - Li Li Q SE LINE WABASH ,> __j Q Q WALNUT ST w > MUNICIPAL AIRPORT Q MIRO ck-1 0 z 2 REMOVE EXISTING ASPHALT PAVEMENT. w w o � Q Lij Q Q J Q UNDERGROUND BY OTHERS. 3 EA O REMOVE EXISTING SIGN. ADJUST TO GRADE OR REMOVE AND RELOCATE EXISTING 2 EA5O PULL BOX. ROAD IN ' ST w Q v 0 J / RIALTO MUNICIPAL AIRPORT CONSTRUCTION NOTES MIRO WAY ui 2 REMOVE EXISTING ASPHALT PAVEMENT. a Q 3 REMOVE EXISTING POWER POLE AND EXISTING ABOVE Lij GROUND UTILITIES AND OVERHEAD UTILITY LINES TO BE o UNDERGROUND BY OTHERS. VICINI T Y MAP VAR. EXISTING PAVEMENT VAR- 9x- 1 � - - 591 PA"ERNT ADJACENT TO MEDIAN v STA 12+58.36 TO STA 15+51.56 NO MEDIAN STA 10+00 TO STA 10+44.81 07GRIND AND OVERLAY DETAIL N.T.S. -��' 12 CURB TC ELEV. _ +0. 1258' 16 C/L ELEV. +0.36' XISTINGEXISTING AVEMENT VAR. AR. PAVEMENT 27., 3 5% 5�w3 BASE LINE ROAD STA 10+44.81 TO STA 12+58.36 WEST BOUND MEDIAN TURN POCKET N.T.S. CITY OF FONTANA DWG. NO. 5405 SEAL -DESIGN ENGINEER PREPARED UNDER THE SUP VISION OF: CIVIL ENGINEERS CITY OF RIALTO oFE�/p 4% �q O Thien es Engineering, Inc. e� N D� CIVIL ENGINEERING -LAND SURVEYING LAUREL AND BASE LINE WAREHOUSE 1 ACti Ftic� HA DOOK I. AGHAIAN, RC 43293, EXP. 03 31 2018 on 14349 F/RESTONE BOULEVARD o y� y RECOMMENDED FOR APPROVAL BY LOCKWOOD ENGINEERING: LA MIRADA, CALIFORNIA 90638 STREET IMPROVEMENT PLAN Q z Q PH. (714)521-4811 FAX(714)521-4173 * R.C.E. NO. 43293 * CARLETON W. LOCKWOOD, JR, RCE 45935 DATETITLE SHE J' Exp. 3-31-18 � BENCH MARK: CITY OF RIALTO BENCHMARK "061-88" ELEVATION = 1466.765' (NAND '29) APPRx. DATE P APPROVED BY: CAL -TRANS BENCHMARK 19-C-88 qTF CIV \\, p�� DESCRIPTION: FOUND CAL -TRANS BRASS DISC SET IN TOP OF CURB 0 END NORTHWEST RETURN 32 FT, FOR: SHAW PROPERTIES c/o DEVELOPMENT do CONST. MGMT. 1300 BRISTOL STREET, SUITE 290 NEWPORT BEACH, CA 92660 OF C A '\� -n- n rinrunmePy minl1/% wnnvc ninr^Tno niTv ru7wrrn nnr G.o:, nATr NORTH OF CENTERLINE CASMALIA STREET 67 FT. WEST OF CENTERLINE AYALA AVE. PHONE: (949) 640-4800 FAX: (949) 759-5619 i OF 3 SHEETS PPD No. 2398 PLAN No. Loat Update:6/13/16 O:\3200-3299\3299\3299b\STi2EET\3299b-ST01.dwg N.T.S. QTY. CONSTRUCTION NOTES 1,380 LF 1OSAWCUT EXISTING PAVEMENT. 36,627 SF 2 REMOVE EXISTING ASPHALT PAVEMENT. 3 REMOVE EXISTING POWER POLE AND EXISTING ABOVE 5 EA GROUND UTILITIES AND OVERHEAD UTILITY LINES TO BE UNDERGROUND BY OTHERS. 3 EA O REMOVE EXISTING SIGN. ADJUST TO GRADE OR REMOVE AND RELOCATE EXISTING 2 EA5O PULL BOX. 1 EA O REMOVE EXISTING DRIVEWAY. 2 EAO REMOVE EXISTING STREET LIGHT. 1 EA0 REMOVE EXISTING TELEPHONE POLE AND EXISTING ABOVE GROUND UTILITIES AND OVERHEAD UTILITY LINES TO BE UNDERGROUND BY OTHERS. -9O PROTECT IN PLACE. 31,333 SF*(CONSTRUCT 5" AC PAVEMENT OVER 6" CRUSHED AGGREGATE BASE OVER 24" COMPACTED SUB -GRADE AT 95% COMPACTION (TI = 10). THE PAVEMENT SECTION SHALL BE DESIGNED BY GEOTECHNICAL ENGINEER USING "R" VALUES FROM THE PROJECT SITE AND SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. - CONSTRUCT 8" CURB & GUTTER PER CITY OF RIALTO 11 STD. NO. SC -200. 1,025 LF 02 CONSTRUCT 6" MEDIAN CURB PER CITY OF RIALTO STD. NO. SC -202 TYPE 1. 7,523 SF O3 CONSTRUCT 6' SIDEWALK PER CITY OF RIALTO STD. NO. SC -208. 1 EA4QCONSTRUCT CURB RAMP PER SPPWC STD PLAN 111-4 CASE -A TYPE1. 68 LF/3 EA O CONSTRUCT PARKWAY DRAIN PER SPPWC STANDARD /W DRAWING 151-2 INLET TYPE 2. 1,025 LF O CONSTRUCT CONCRETE MAINTENANCE WALK ADJACENT TO MEDIAN CURB, 4" THICK 18" WIDE. 6,397 SF(0 SAWCUT, GRIND 0.10' MIN. AND 0.10'MIN OVERLAY PER DETAIL ON SHEET 1. 1 EAOg ADJUST SEWER MANHOLE TO GRADE. 6 EA 09 STREET LIGHT TO BE INSTALLED AND SUPPLIED BY SCE PER STREET LIGHT PLAN PPD NO. 2398. 2,680 SF ©0 CONSTRUCT COMMERCIAL DRIVEWAY APPROACH PER 3 EA SPPWC 110-3 TYPE C. SEE PLANS FOR WIDTH, SEE MODIFIED DETAIL ON SHEET 2. 1 EA 21 ADJUST TO GRADE EXISTING ELECTRICAL MANHOLE. 33 LF REMOVE AND REPLACE PORTION OF EXISTING CURB AT 2 CURVE RADIUS. © 1,225 LF Q PROTECT IN PLACE EXISTING CURB AND GUTTER. 493 SF CONSTRUCT EXISTINGGSUTTER6PER CITY OF C O 24 RIANO 55 LF CONSTRUCT 8" CUROB PER CITY OF RIALTO STANDARD 25 DRAWING 2. 326 LF 26 REMOVE EXISTING CURB AND GUTTER. 45 LF Q INSTALL 6" DIA. DUCTILE IRON PIPE PER CITY OF RIALTO STD. SS -206 45 LF 28 TRENCH BACKFILL PER CITY OF RIALTO STD. SC -231. 29 CONSTRUCT SEWER LATERAL CONNECTION PER 1 EA CITY OF RIALTO STD. SS -209-0. �k TO BE VERIFIED PER SOIL REPORT THE QUANTITIES SHOWN HEREON ARE ESTIMATES ONLY. THE CONTRACTORS BASE LINE ROADSHALL PREPARE THEIR OWN QUANTITIES AND BID A COMPLETE JOB. C/L BASE LINE ROAD CA o� z o15 Z _ F5 tr a a C3 ?3 3' I 4' �'. 5' VAR. EXISTING PAVEMENT VAR- 9x- 1 � - - 591 PA"ERNT ADJACENT TO MEDIAN v STA 12+58.36 TO STA 15+51.56 NO MEDIAN STA 10+00 TO STA 10+44.81 07GRIND AND OVERLAY DETAIL N.T.S. -��' 12 CURB TC ELEV. _ +0. 1258' 16 C/L ELEV. +0.36' XISTINGEXISTING AVEMENT VAR. AR. PAVEMENT 27., 3 5% 5�w3 BASE LINE ROAD STA 10+44.81 TO STA 12+58.36 WEST BOUND MEDIAN TURN POCKET N.T.S. CITY OF FONTANA DWG. NO. 5405 SEAL -DESIGN ENGINEER PREPARED UNDER THE SUP VISION OF: CIVIL ENGINEERS CITY OF RIALTO oFE�/p 4% �q O Thien es Engineering, Inc. e� N D� CIVIL ENGINEERING -LAND SURVEYING LAUREL AND BASE LINE WAREHOUSE 1 ACti Ftic� HA DOOK I. AGHAIAN, RC 43293, EXP. 03 31 2018 on 14349 F/RESTONE BOULEVARD o y� y RECOMMENDED FOR APPROVAL BY LOCKWOOD ENGINEERING: LA MIRADA, CALIFORNIA 90638 STREET IMPROVEMENT PLAN Q z Q PH. (714)521-4811 FAX(714)521-4173 * R.C.E. NO. 43293 * CARLETON W. LOCKWOOD, JR, RCE 45935 DATETITLE SHE J' Exp. 3-31-18 � BENCH MARK: CITY OF RIALTO BENCHMARK "061-88" ELEVATION = 1466.765' (NAND '29) APPRx. DATE P APPROVED BY: CAL -TRANS BENCHMARK 19-C-88 qTF CIV \\, p�� DESCRIPTION: FOUND CAL -TRANS BRASS DISC SET IN TOP OF CURB 0 END NORTHWEST RETURN 32 FT, FOR: SHAW PROPERTIES c/o DEVELOPMENT do CONST. MGMT. 1300 BRISTOL STREET, SUITE 290 NEWPORT BEACH, CA 92660 OF C A '\� -n- n rinrunmePy minl1/% wnnvc ninr^Tno niTv ru7wrrn nnr G.o:, nATr NORTH OF CENTERLINE CASMALIA STREET 67 FT. WEST OF CENTERLINE AYALA AVE. PHONE: (949) 640-4800 FAX: (949) 759-5619 i OF 3 SHEETS PPD No. 2398 PLAN No. Loat Update:6/13/16 O:\3200-3299\3299\3299b\STi2EET\3299b-ST01.dwg