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HomeMy WebLinkAbout5739-1MPR 0 YEMEN T PL A N STREET FOOTHILL fWY 210 GENE,?AL STREET NOTES:VP CENTRAL CITo ARAr BASELINE AVE. 1. ALL WORK SHALL RE" IN ACCORDANCE W17H' THESE PLANS, THE C17Y OF FONMNA STANDARD PLANS THE CONTRACT PROVISIONS AND THE STANDARD � PROJECT w � c/ r r oF Fov rA NA CALIFORNIA SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN 800K ). ALL , �, W REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION Q UNLESS OTHERWISE NOTED. FOOTHILL BL VD. 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST /N THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED 8Y REFERENCE TO PRECEDENCE PROVISIONS IN THE 'GREEN 80OK; THE CONTRACTOR SHALL IMMEDIAMY 0ENER& SrREET NOrES "ONT/NU 1.�: ARROW BL VD,- REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUAON. � Q J. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM OWNER** SOILS' ENGINEER.• CITY ENGINEER. UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, T E 4. CONSTRUCTION PERMITS SHALL 8E 08TAINED FROM THE CITY OF FONTANA CITY ENGINEER MAY REQUIRE TFMPORARY NON-ERODEABLE SWALES C17Y OF FONTANA ALTA CALIFORNIA GEOTECHNICAL, INC. COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE ENTERING OR LEAVING IMPROVEMENTS: FONT SIERRA AVENUE RIVE ADE, CA STREET, A-15 SAN START OF ANY WORK. INSPECTION COORIJ/NATION SHALL 8E REQUESTED FONTANA, CA 92335 RIVERSIDE, CA 92504 I�yyY I--1 Q 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE (909) 350-7600 (951) 582-0176 BE"RNARDINO AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK /N APPROVED AT TYE T/ME OF CONSTRUCTION AND SHALL CONFORM TO THE ATTIC• DAN WEST ATTIC• THOMAS J. MCCARTHY, CEG PUBLIC RIGHT-OF-WAY WITH/N THE C17Y LIMITS: CALL (909) 350-7610. CITY OF FONTANA STANDARD DETAILS. 5 THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA FINISH TO MATCH EXISTING CONCRETE: ENGINEER*# VICIN11 IVAR MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER, 27. THE SEWER CONTRACTOR SHALL STAMP AN 'S" IN THE FACE OF THE CURB KWC ENGINEERS NOT TO SCALE AT THE LOCATION OF THE SEWER LATERAL. 1880 COMPTON AVENUE 6. IT SHALL BE THE RESPONS/8ILI7Y OF THE CONTRACTOR TO MAINTAIN CORONA, CA. 92881-3370 8ARRIC4DES, DELINEATORS OR OTHER 7R4Ff7C CONTROL DEVICES AT ALL 28. NO CONCRETE SHALL BE" PLACED UNTIL THE FORMS AND REINFORCING STEEL (9.51) 734 21JO TIMES, HAVE BEEN PLACED, INSPECTED AND APPROVED AT77V.• VICTOR A. ELM UTILITY NOTES 7. THE CONTRACTOR SHALL 082AIN A PERMIT TO PERFORM EXCAVAIONN OR 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE PRIOR TO PAVING OF STREETS: WATER.• FONTANA WA7 R COMPANY CALIFORNIA STATE DIVISION OF /NDUS7R!AL SAFETY. 30. .APPROVED SOIL STER/LANT IS REQUIRED UNDER ALL NEW ASPHALT 15966 ARROW :ROUTE 8, THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET PAVEMENT PRIOR TO PLACEMENT. FONTANA, CA 92335 (909) 822 22D1 !N DEPTH SQL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR 31. PAVEMENT STRUCTURAL SEC77ONS SHOWN ARE MINIMUM AND SUBJECT TO OTHER APPROVED I MEANS PURSUANT TO 77YE REQUIREMENTS OF THE REWSION AND APPROVAL OF 77-IE CITY ENGINEER AS DETERMINED 8Y SOILS DECLAM TION OF ENGINEER OF RECORD DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES TESTS TAKEN Af7ER COMPLETION OF ROUGH GRADING. SEWER C/TY OF FONTANA LESS THAN FIVE (5) FEET SHALL ALSO 8E GUARDED WHEN THE POTENTIAL ! HEREBY DECLARE THAT TH£ DESIGN OF THE IMPROVEMENTS SHOWN ON 8353 SIERRA AVENUE EXISTS' FOR GROUND MOVEMENT. 32. AC7ZIAL THICKNESS OF A. C PAVEMENT AND/OR BASE COURSE MA7 RIAL FOR THESE PLANS COMPLIES W17H ALL PROFESSIONAL ENGINEERING STANDARDS FONTANA, CA 92335 STRUCTURAL STR= SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL AND PRACTICES. AS 77-IE ENGINEER OF RECORD FOR THE PLANS, I ASSUME FULL (909) 350--6632 9. NO MA7FR/AL OR EQUIPMENT SHALL BE STORED /N TEE PUBLIC RIGHT OF ` REPORT AND SUBMI77FD TO THE CITY OF FONTANA FOR APPROVAL UPON RESPONS18IL17Y FOR THE DESIGN OF THE IMPROVEMENTS, WITH RESPECT TO WAY WITHOUT OBTA/1VING A SEPARATE' PERMIT FOR THAT PURPOSE. COMPLETION OF ROUGH GRADING THE PLAN CHECK PERFORMED 8Y THE CIT/'' OF FONTANA, / UNDERSTAND AND POWER.- SOUTHERN CALIFORNIA ED/SON CO. 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM ACKNOWLEDGE THE FOLLOWING: (1) THE PLAN CHECK /S A REVIEW FOR THE 7951 REDWOOD AVENUE AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONS18/L17Y OF THE 33 ALL MANHOLES CLEANOUT FRAMES, COVERS AND VALVE 8OXES SHALL BE LIMITED PURPOSE OF ENSURING 7HE PLANS COMPLY WITH THE 01 YS FONTANA, CA." 92335 CONTRACTOR TO DETERMINE; IN TE FIELD, 7NE TRUE LOCATION AND RAISED TO FINISHED GRADE SY TIE PAVING CONTRACTOR UPON COMPLETION STANDARDS, PROCEDURES, POLICIES, AND ORDINANCES, (2) THE PLAN CHECK /S (800) 422-4133 OF PA ELEI/AT/QN OF ANY EX/STING UTIL/TIES AND TO EXERCISE PROPER VING. Nor ADETERMlNAl7ON OF THE TECHN/CAL ADEQUACY OF THE DESIGN OF THE IMPROVEMENTS AND (3) THE PLAN CHECK DOES NOT RELIEVE ME OF MY LEGAL SOUTHERN CALIFORNIA GAS CQ. PRECAUTION TO AVOID DAMAGE 7HERETO. THE CONTRACTOR SHALL CONTACT 34. UPON COMPLETION OF CONS7RUC77ON, CONTRACTOR SHALL RESTORE ALL AND PROFESSIONAL RESPONSISIL17Y FOR THE DESIGN OF THE IMPROVEMENTS GAS. UNDERGROUND SERVICE ALERT AT 811 7WO WORKING DAYS BEFORE SIGNING, STRIPING, 8ARRIC49ES, AND OTHER TRAFFIC CONTROL DEVICES TO AS THE ENGINEER OF RECORD, / AGREE TO DEFEND, INDEMNIFY AND HOLD 16231 VALLEY BL VD, EXCAVATION. THE S477SFACT/ON OF JIBE 017Y TRAFFIC ENGINEER, HARMLESS THE CITY, 175 ELEC7E'9 OFFICIALS, EMPLOYEES, AND AGENTS FROM FONTANA, CA. 92335 ANY AND ALL ACTUAL OR ALLEGED CLAIMS, DEMANDS, CAUSES OF ACTION, L/ABILITY, (909) 428-8411 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING SPRINKLERS LOSS, DAMAGE, OR INJURY TO PROPERTY OR PERSONS, INCLUDING WRONGFUL DEATH, COMPANIES INCLUDING BUT NOT LIM17E"D TO, GAS, TELEPHONE, ELECTRIC, AND SIDEWALKS AFFEC7ZD BY TyE CONSTRUCTION TO TYE S477SFAC77ON Of WHETHER IMPOSED BY A COURT OF LAW OR BY ADMINISTRATIVE ACTION OF ANY PACIFIC BELL COMPANY CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, THE C17Y ENGINEER, fFDERAL, STA7z, OR LOCAL GOVERNMENTAL AGENCY, TO THE EXTENT ARISING OUT OF OR PHONE- 1265 N. VAN BUREN ST., SUITE 180 RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. INCIDENT TO ANY NEGLIGENT ACTS; OMISSIONS OR ERRORS BY THE ENGINEER ANAHEIM, CA. 92807 ALL UTILITY COMPANIES SHALL BE GIVEN 7WO WORKING DAYS NOTICE PRIOR 36. AS--8U/LT DRAWINGS SHALL BE PROVIDED 8Y THE CONTRACTOR TO THE OF RECORD, ITS' EMPLOYEES, CONSULTANTS OR AGENTS. (714) 566--5401 TO WORK AROUND THEIR FACILITIES. ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS 70 THE 12. 7RF CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR W47FR C/7Y ENGINEER. �_ u,a ROE NO. 64803 g -1 o - i g TIME WARNER CABLE VICTOR A. ELlA EXPIRES 6/30/19 DATE CABLE.• 1500 AUTO CENTER DRIVE MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZA770N. CONTRACTOR ENGINEER OF RECORD ONMRIO, CA. 91761 SHALL COORDINATE W17H THE APPROPRIATE WA7FR COMPANY FOR VALVE OPERATOON AND WATER RWUIREMEN75. (909) 975-3423 NOTICE TO CONTRACTORS:13. CURVE .DATA REFERS TO THE FACE OF CURB. n 14. STA770NING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE THE EXISTENCE AND LOCA77ON OF ANY UNDERGROUND UTIL17Y PIPES, CONDUITS; OR LEGEND OTHERWISE NOTED. STRUCTURES SHOWN ON THESE PLANS WERE 08MINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING U&ITfES EXISTING ELEi/ATION 15. ADEQUATE CONS77?UCRON CONTROL STAKES SHALL BE SET BY 7RF EXCEPT TyOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ENGINEER TO ENABLE THE CONTRACTOR TO CONS7r'UCT 7RF WORK TO THE PRECAU77ONARY MEASURES TO PR07FOr THE U71L17Y LINES SHOWN ON THESE 771 SIDEWALK. PLAN GRADES. THE CON77FACTOR SHALL BE RESPONS18LE FOR THE DRAWINGS. T71E CONTRACTOR FURTHER ASSUMES ALL L14BIL17Y AND RESPONS1 IL17Y PRESERVA77ON OF BENCHMARKS AND CONSTRUCTON CONTROL STAKING FOR TEE UT7L/TY PIPES, CONDUITS' OR STRUCTURES, SHOWN OR NOT SHOWN ON E----� ,S'TREE? LIGHT DURING CONS; UCTION. THESE PLANS: ABBR1� PONS CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS/8ILI7Y l F NEW A C 16. THE CONTRACTOR SHALL NOT D1S77JRB EXISTING SURVEY MONUMENTS, FOR J08 S/7L ' CONDfT7ONS DURING THE COURSE OF CONSTRUCTION ON THIS PROJECT, A.B. AGGREGAIF BASE F.S. FINISH SURFACE r 4 MONUMENT TIES OR 8ENCH MARKS WITHOUT PRIOR NOTIFICA77ON TO 7HE ASPHAL 770 CEMENT G8 GRADE BREAK s INCLUDING SAFELY OF ALL PERSONS OR PROPERLY,• THAT l7lIS REQUIREMENT SHALL A.C. C17Y ENGINEER. APPLY CON77NUOUSL Y AND NOT BE LIMITED TO NORMAL WORKING HOURS,• rnAT THE 8C 8EGIN CURVE L LENGTH w . •+ rx . `� "K F ' CONTRACTOR SHALL DEFEND, /NDEMNIfY AND HOLD TVE CITY, THE OWNER, AND 7HE k � � 'v 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING 8CR 8EG1N CURB RETURN `' GRIND/OVERLAY N M N M NT TIES AND 8 NCH MARKS S ENGINEER HARMLESS FROM ANY AND ALL GlAB/LIT1; REAL OR ALLEGED, IN CONNEC77ON L.F. LINEAR FEET SURVEY MONUME 15; MONU E E E HALL 8E DONE W/1H THE PERFORMANCE OF WORK ON 17/!. PROJECT. 8F BOTTOM OF FOOTING F: , 5 • ,4 BVC BEGIN VERTICAL CURVE LP LOW POINT BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF 7HIS CONSTRUCTION THE CONTRACTOR SHALL CALL IN A LOCA77ON REQUEST TO UNDERGROUND SERVICE C8 CATCH BASIN MIN MINIMUM ` " - ` ` '` • : � f - � y °`" A.C. REMOVAL SHALL BE REPLACED. THE CONTRACTOR SHALL NOTlfY THE ENGINEER ONE ALERT (U.SA PHONE 811, 7WO 2) WORKING DAYS PRIOR TO DIGGING. C&G CURB AND GUTTER MVC MIDDLE VERTICAL CURVE _ `rr• NO CONSTRUCT/ON PERMIT ISSUED SY TVE PUBLIC WORKS DEPARTMENT SHALL BE ` A r WEEK PR/OR TO CONS77?UCTION SO TtfAT T/ES TO MONUMENTS' CAN 8E CL CENTERL/N£ NO. NUMBER ESTA8L/,SHED FOR LATER REPLACEMENT OF THE MONUMENT: VALID INVOLVING UNDERGROUND FACILITIES UNLESS THE APPLICANT HAS AN INQUIRY CLR CLEAR CMG&C CEMENT MORTAR LINED & COATED PP POWER POLE 18. TyE CON77iACTOR .SHALL MUNTAIN ACCESS FOR LOCAL RESIDENTS AND CARE SHOULD BE TAKEN TO PREVENT GRADED DITCHES AND SWALES F ?OM PROP. PROPOSED BUSINESSES AT ALL TIMES.A MINIMUM 12 FOOT LANE SHALL 8E MAINTAINED UNDERMINING STREET IMPROVEMENTS: UPON /NSPE077QN OF 17�i1E SITES, THE CITY DIA. CONCRETE P. U.E. PUBLIC UT/L17Y EASEMENT AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY ENGINEER MAY REQUIRE TEMPORARY GUNITE SWALES, ENTERING OR LEAVING DIAMETER PV/ POINT OF VERTICAL INTERSECTION VEHICLES. DWG. DRAWING R/W RIGHT OF WAY EC END CURVE S.F. SQUARE FEET 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS EA. EACH OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. SMH SEWER MANHOLE ECR END CURB RETURN 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND LEGAL DESCRIPTION: ESMT. EASEMENT SD STORM DRAIN ER VELOC177ES EXR. ECEED 25 MILES PER HOUR. vc END VERTICAL CURVE SEW ON P TA2 A THE NORTY HALF OF THE EAST HALF AND THE SOUTH HALF OF LOT 561, STA. ST/ 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT SEMI -TROPIC LAND AND WATER COMPANY SUBDIWSION IN THE COUNT' OF SAN E. EX/STING SIR STREET OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PR/VATF PROPERTY BERNARD/NO, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 11, OF HP HIGH POINT TC TOP OF CURB ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTON WITHOUT PRIOR MAPS, PAGE 12, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. HYD. HYDRANT TYR TYPICAL WRI77FN APPROVAL. FH FIRE HYDRANT VC VERTICAL CURVE 22. NO TRENCH 8ACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE BASISFL FL0AtINE W WIDTH CITY INSPECTOR. OF REARINGS: 23. A GE07FCHNICAL ENGINEER SHALL CERTIFY ALL 84CKFILL COMPACTION. THE BASIS OF BEARINGS FOR THIS MAP WAS TAKEN FROM THE CENTERL/NE OF SHEET INDEX FAILURE TO OBTAIN TFIE REQUIRED DENSITY SHALL REQUIRE RE -WORMING OF CYPRESS AVENUE AS SHOWN ON A RECORD OF SURVEY ON FILE IN BOOK 106, THAT PORT70N OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. PAGE 58 OF RECORDS OF SURVEYS, RECORDS OF SAN SERNARVINO COUNTY, STATE SHEET 1............................ 77TLE SHEET OF CALIFORNIA. SHEET 2............................INDEX MAP/QUANTITIES/DETAILS SHEET 3............................ OLEANDER AVENUE SHEET 4............................ CYPRESS AVENUE BENCHMARK !.� SHOULD CONSTRUCTION OF THE REQUIRED ,�tp'FESSIp Prepared Under The Supervision IMPROVEMENTS NOT COMMENCE WITHIN TWO ��- .���� £L�� STREET IMPROVEMENT PLAN BENCHMARK NO. 404 T1 lfr=7, ,r-+ YEARS OF THE DATE OF APPROVAL SHOWN HEREON `--'' = DRAWN BY. SCALE: No.64803 � TMC ChNIR & CITY PARK NAIL IN P.P. ,F634946H N/W CORNER AND CARRIED FORTH IN A DILIGENT MANNER, THE Exp. 6�/fig s.F DIAL. TWO WORKING BY. VALENC/A &CYPRESS: � CIVIL ENGINEERS* PLANNERS* SURVEYORS BEFORE DAYS BEFORE CITY ENGINEER MAY REQUIRE REVISIONS TO THE � �k DATE. 1880 COMPTON AVENUE, SUITE 100 o CORONA, CA. 92881-3370 951-734-2130 TMC %� 18 YOU DIG YOU DIG /' TOLL FREE g PLANS TO BRING THEM INTO CONFORMANCE WITH �, c i v i 4� `� Y � / �,, DATE - � o - , s CHECKED BY: APPRO © BY: ./ i1RAWiNG Na A ­ PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT pA • qn DATE STANDARDS IN EFFECT. OF CAL�O ICTOR EL A i}ATE:. S ELEVATION 1256.32 MSL (1929 DATUM) R.C.E. NU.'�`�D EXP. DATE 6 3D J9 VE ENGINEER CITY 7 tea,,