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Home My WebLink AboutWALMART CAMBERN AND CENTRAL Street Improvement Plans CITY OF LAKE ELSINORE :2 74 15 � 74 74 � PROJEC 9GF SITE /J LAKE - - ELSINORE �i LOCATION MAP NOT TO SCALE TM INDEX OF SHEETS STREET IMPROVEMENT PLANS FOR: SHEET NO DESCRIPTION CE RjW Rjw 2 GEENERAL 1 COVER HNOTES AND SPECIFICATIONS EET I_ CENTRAL AVENUE 3 DEMOLITION PLAN I— s7 5' DEDICATION 4 PAVEMENT IMPROVEMENT PLAN (- so r GRIND 2) 2'BENCH AT THE INTERSECTION OF CAMBERN AVENUE 5 PAVEMENT IMPROVEMENT PLAN VARIES 35.3'-44.6' &OVER 6' VARIES (E)MEDIAN WHERE PRESENT . 0'-9.8 � (E)PAVEMENT (P)CURB&GUTTER SEE ONISTE 6 EROSION CONTROL PLAN A _— 1.5_%MIN (P)AC PAVEMENT 27 IMPROVEMENT PR 7 STANDARD PLAN DETAILS ;,-_ 8 STREET SECTIONS LjLK 9 STREET SECTIONS CENTRAL AVENUE TYPICAL SECTION 10 SIGNING & STRIPING (SOUTHEAST HALF) 11 TRAFFIC 12 LANDSCAPE PLANS MODIFICATION STA 5+63.16 TO STA 7+38.63 URBAN ARTERIAL SR-74 DESIGN SPEED=55 TI=10 NOTE: NITS - ALL CONSTRUCTION WITHIN THE CALTRANS RIGHT-OF-WAY SHALL CONFORM TO LATEST CALTRANS STANDARDS,SPECIFICATIONS AND PROVISIONS. Y S H EIET 3 RIGHT OF WAY f X .X — EXISTING CENTER LINE i.-._..._ ._ "' _ -. i SHEET 7 -CENTRAL AVtNUE (SR74) _ _. ::- .0 m l�-------_ AREA OF WORK _ SHEET --- - - -- - -... _ - - - - - - - - SHEET - - - - - — _= --- -� I �� NOTE SHEET__10 / SHEET ��_--� ALL SURVEY MONUMENTS AND MARKERS SHALL BE - THE CONTRACTOR'S RESPONSIBILITY TO PROTECT IN s j�� y��6 ��-� � — - --_- — — ----.�,�-•.•-��- � PLACE UNTIL SURVEYOR HAS TIED OUT LOCATIONS R FOR REPLACEMENT PURSUANT TO BUSINESS AND 1 'r PROFESSIONS CODE SECTION 8700 TO 8805 (LAND - - - - - y - - - - - - - - - - - - - - - - - - - - - - - - - - SURVEYOR'S ACT). -� - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� - --- .__ _ THE LOCATIONS AND EXISTENCE OF UNDERGROUND d �_.i._II .I7 7 7 7 7 7 z 7 7 ----` UTILITIES ARE SHOWN. HOWEVER, THESE DRAWINGS ffi Q I (i t.. -------------- --- - WERE PREPARED BASED ON SURFACE DATA. -------- i� ( I INFORMATION, AND IT IS POSSIBLE THAT ADDITIONAL m I -----� UNDERGROUND UTILITIES COULD BE PRESENT THAT ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF THE x LOCATION AND DEPTH OF EXISTING UNDERGROUND UTILITIES AND SHALL PERFORM POTHOLING AS - - - - "- - - - - - - - - - - - - - - - - t- - - - - - - -� — — NECESSARY AT ALL CROSSINGS PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE ( jl CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING _ OTECT ALL ALL ANDUTIONS ESTRUCT STRUCTURESSSARY TO FROMDAMAGE GRAPHIC SCALE � I 40 ° 2D 4° DURING THE COURSE OF THE WORK, AND SHALL BE I I II RESPONSIBLE FOR REPAIRING OR REPLACING ANY II ( IN FEET ) UTILITIES OR STRUCTURE DAMAGED DURING THE • 1 inch = 40 ft. COURSE OF THE WORK. s. s BASIS OF BEARINGS: r Know what's below. L s t+ THE CENTERLINE OF CENTRAL AVENUE SHOWN AS NORTH 43'46'43"EAST PER B C811 before OU dig. RAFFIC ENGINEER DATE PARCEL MAP NO.32369,PARCEL MAP BOOK 209,PAGES 84 THROUGH 88, y g RECORDS OF RIVERSIDE COUNTY,CALIFORNIA. 31C 1 �o 052 1 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL B E N C H MAR K:DESIGNATION #3433 AGENCY: RIVERSIDE COUNTY DRAWING NUMBER: I MARK REVISIONS APPR. DATE e>0aY4 TRANSPORTATION COMMISSION. ELEVATION: 1316.96 FEET. MONUMENT CITY OF LAKE ELSINORE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE 30 Executive Park,Suite 100 LAWS, AND A PERMIT MAY BE ISSUED. ,G nberghr E W Irvine,CA 92614 eo�N N0Ugl90`y(i LOCATION: SOUTHWEST CENTRAL V RAL ENUEETAND 0 MBERN C 949 296 0450 f.949 296 0479 ¢ AVENUE (DOWN 1.0'). AGENCY: NGVD 1929 No. 46038 A SCALE: DRAWN: STREET IMPROVEMENT SHEET 1 OF12 P /^ 2/5/19 * ExP,12 31 20 NOTED JM COVER SHEET JO N0 ZAD, CE . C46039 DATE u?4T IVI� y,�! CHECKED: CENTRAL AVENUE(SR74) FILE No. ReWLeNNIMI&RCE;$316b DATE f OF CAu DATE: CITY ENGINEER November 1, 2018 JP THE CONTRACTOR SHALL CAREFULLY READ ALL OF THE NOTES AND SPECIFICATIONS.THE 15. THE CONTRACTOR SHALL EXERCISE DUE CAUTION AND SHALL CAREFULLY PRESERVE DETERMINED BY CAREFUL PROBING OR HAND DIGGING;AND WHEN IT IS UNCOVERED, CALTRANs ROTS TO CONTRACTOR: CITY SIGNING & STRIPING GENERAL NOTES CONTRACTOR SHALL BE SATISFIED AS TO THE TRUE MEANING AND INTENTION AND SHALL BE BENCHMARKS,CONTROL POINTS,REFERENCE POINTS AND ALL SURVEY STAKES,AND SHALL ADEQUATE PROTECTION SHALL BE PROVIDED FOR THE EXISTING INSTAL AMON.ALL KNOWN 1. T IS THE PERMRTEE/CONRLICTOR'S RESPONSIBILITY TO NOTIFY THE UNDERGROUND SERVICE ALERT IN 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE LATEST PROVISIONS SET FORTH IN SECTION 84, RESPONSIBLE FOR COMPLYING WITH EACH. BEAR ALL EXPENSES FOR REPLACEMENT AND/OR ERRORS CAUSED BY THEIR UNNECESSARY OWNERS OF UNDERGROUND FACILITIES IN THE AREA CONCERNED SHALL BE ADVISED OF ORDER TO CLEAR ANY POSSIBLE CONFLICTS PRIOR TO CONSTRUCTION. 'TRAFFIC STRIPES AND PAVEMENT MARKINGS* AND SECTION 85 'PAVEMENT MARKERS' OF THE STATE OF LOSS OR DISTURBANCE PROPOSED WORK AT LEAST 48 HOURS PRIOR TO THE START OF ACTUAL EXCAVATION. 2. WHERE DAMAGE IS CAUSED BY THE CONTRACTOWS OPERATION,THE CONTRACTOR SHALL,AT HIS OWN CALIFORNIA, DEPARTMENT OF TRANSPORTATION (CALTRANS) STANDARD SPECIFICATION, EXCEPT AS NOTED GENERAL NOTES: 16. THE CONTRACTOR AGREES THAT: 5. IN CASES OF HIGH GROUNDWATER,IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO USE EXPENSE,REPAIR OR REPLACE DAMAGED FACILITIES PROMPTLY IN ACCORDANCE WITH 2015 STATE OTHERWISE IN THE FOLLOWING SPECIAL PROVISIONS OR CITY STANDARDS. 1. ALL IMPROVEMENTS SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH THE CALIFORNIA SPECIFICATIONS AND/OR AS DIRECTED BY THE STATE REPRESENTATIVE. DEPARTMENT OF TRANSPORTATION(CALTRANS)2015 STANDARD PLANS AND SPECIFICATIONS, O•THEY SHALL BE RESPONSIBLE FOR THEIR OWN SAFETY,TRAFFIC CONTROL,PERMIT'S, RUBBER GASKET JOINTS ON ALL PRECAST PIPES.THE COST FOR RUBBER GASKET JOINTS 3. ALL WORK WITHIN STATE'S RIGHT-OF-WAY SHALL BE COMPLETED IN ACCORDANCE WITH THE 2015 STATE 2.ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC UNLESS OTHERWISE NOTED ON INCLUDING ALL REVISIONS,WHERE APPLICABLE.ALL WORK SHALL BE UNDER THE INSPECTION RETESTING,USA AID REINSPECTION AT THEIR OWN EXPENSE. SHALL BE INCLUDED IN THE UNIT PRICS OF PIPE. APPROVED PLANS. OF CNJFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS 3 STANDARD SPECIFICATIONS, OF THE CALIFORNIA DEPARTMENT OF TRANSPORTATION AND THE CITY OF LAKE ELSINORE AS b.UNLESS OTHERWISE NOTED ALL EXCESS SOILS AND MATERIALS SHALL BECOME THE 6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO INSTALL PIPE OF ADEQUATE STANDARD SPECIAL PROVISIONS,ENCROACHMENT PERMITS MANUAL,HIGHWAY DESIGN MANUAL, 3.THERMOPLASTIC FOR TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE WHITE.YELLOW, OR BLACK AS APPROPRIATE PROPERTY OF THE CONTRACTOR AND SWILL BE LAWFULLY DISPOSED OF OFFSITE AT THE CLASSIFICATION WITH SUFFICIENT BEDDING TO MEET ALL REQUIREMENTS AND RECOMMENDATIONS ENCROACHMENT PERMIT UTILITY PROVISION AND CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL REQUIRED,CONFORMING TO CALIFORNIA STATE SPECIFICATIONS AND SHALL BE REVIEWED AND APPROVED BY 2. PRIOR TO ANY WORK BEING PERFORMED,THE CONTRACTOR SHALL CONTACT THE APPROPRIATE CONTRACTOR'S EXPENSE. OF COUNTY OF LOS ANGELS DEVICES(MUTCD)2014 EDITION. SHOULD A CONFLICT ARISE BETWEEN THE CONTRACT PLANS, THE CITY ENGINEER OR DESIGNEE PRIOR TO APPLICATION. REGULATORY AGENCY FOR A PRE-CONSTRUCTION CONFERENCE.CONTRACTOR SHALL ALSO 7. ALL UNDERGROUND UTILITIES SWILL BE IN PLACE PRIOR TO INSTALLATION OF CURB,GUTTER, SPECIFICATIONS AND/OR DETAILS PREPARED BY THE PERMITTEE THE STATE'S STANDARD PLANS,STANDARD 4,ALL STENCILS USED FOR PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST CALTRANS-APPROVED NOTIFY THE BELOW LISTED PROJECT CONTACTS 48 HOURS IN ADVANCE OF SAID MEETING: 17. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE SIDEWALK,AND/OR PAVING. SPECIFICATIONS AND STANDARD SPECIAL PROVISIONS SHALL GOVERN AS DETERMINED BY THE STATE'S STENCILING STANDARDS. CONDITIONS ALL PERSONS AND PROPERTY,THE COURSE OF CONSTRUCTIONT THIS REQUIREMENT SHALL APPLY CONTINUOUSLYCLDINGSAFETY AND NOT OF B. ANY EXISTING OR NEW UNDERGROUND OR OVERHEAD UTILITIES THAT NEED TO BE LOCATED OR 4. REPRESENTATIVE. SIRE NG AND SIGN STRUCTURES StAU.BE RESTORED(IF DISTURBED)TO PRE-CONSTRUCTION 5.THE CONTRACTOR SHALT.LAYOUT AND CAT-TRACK THE ALIGNMENT OF THE PROPOSED STRIPING AT 15 FOOT REGULATORY AGENCY: 130 S MAN STREETRELOCATED WITH THE STATE OF RIGHT OF WAY SHALL OBTAIN AN APPROVED CALTRANS CONDITIONS UPON SIGNCOM STRUCTURES LETION OF CONSTRUCTION. INTERVALS AND "SPOT°THE PROPOSED PAVEMENT MARKINGS AS CALLED FOR ON THE STRIPING PLANS. BE UMITED TO NORMAL WORKING HOURS;AND THAT THE CONTRACTOR SHALL DEFEND, ENCROACHMENT PERMIT PRIOR TO ANY SUCH WORK BEGINNING. STRIPING SHALL VARY NO MORE THAN 1/2 INCH IN 50 FEET FROM THE SPECIFIED ALIGNMENT. MINOR LAKE ELSINORE,CA 92530 INDEMNIFY AND HOLD THE ENGINEER AND OWNER HARMLESS FROM ANY AND ALL LIABILITY, (951)674-3124 REAL OR ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, CALTRANS PAVNNG NOTES'. VARIATIONS MAY BE WAIVED BY THE CITY ENGINEER OR DESIGNEE IN THE FIELD. EXCEPTING FOR LIABILITY ARISING FROM THE SOLE OF CALTRANS SPECIFICATIONS 2015 EDITION SURFACE IMPROVEMENTS: 1. HOT MIX ASPHALT(HMA)SHALL BE TYPE A WITH 3/4-INCH AGGREGATE GRADATION AND PERFORMANCE 6.THE CONTRACTOR SHALL NOT PROCEED WITH THE APPLICATION OF ANY PAVEMENT MARKINGS AND/OR ENGINEER: GREENBERGFARROW AND THE REQUIREMENTS OF COUNTY OF RIVERSIDE. 1. ALL GRADING,TRENCHING,TRENCH BACKFILLING AND EARTHWORK SHALL BE APPROVED PRIOR GRADE(PG)64-28 MODIFIED(M)ASPHALT BINDER,AND BE CONSTRUCTED ACCORDING TO CALTRANS STRIPING UNTIL THE CAT-TRACKING AND SPOTTING IS CHECKED AND APPROVED BY THE PUBLIC WORKS 30 EXECUTIVE PARK,SUITE 100 18. CONSTRUCTION STAKING SHALL BE PERFORMED BY GREENBERGFARROW. THE CONTRACTOR AND IN ACCORDANCE WITH CALTRANS STANDARDS 2015 AND/OR WITH THE SOILS REPORT 2015 STANDARD SPECIFICATIONS SECTION 39. .INSPECTOR. SHALL NOTIFY THE ENGINEER 48 HOURS IN ADVANCE OF THE NEED FOR STAKING. ANY PREPARED BY PROFESSIONAL SERVICE INDUSTRIES,INC.,AS APPROPRIATE. 2. PRIME COAT TYPE SC-70 SHALL BE APPLIED TO THE BASE PRIOR TO PLACING THE HOT MIX ASPHALT. 7.•A CONTINUOUS ONE COAT 3-INCH WIDE BLACK STRIPE SHALL BE PAINTED OR APPLIED BETWEEN THE TWO IRVINE,CA 92614 PRIME COAT SHALL CONFORM TO THE LATEST PROVISIONS IN CALTRANS 2015 STANDARD SPECIFICATIONS YELLOW STRIPES OF A DOUBLE YELLOW TRAFFIC STRIPE. THIS SPECIFICATION APPLIES TO BOTH DOUBLE STAKING REQUESTED A THE CONTRACTOR OR THEIR SUBCONTRACTORS THAT IS ABOVE AND 2. SUBGRADE PREPARATION: 6"AND SHALL BE COMPACTED TO VI I95%ON RELATIVE COMPACTION O YELLOW STRIPING AND TWO-WAY LEFT TURN STRIPING DETAILS. (949)296-0450 BEYOND STANDARD STAKING NEEDS,WILL BE SUBJECT TO AN EXTRA WORK BACK CHARGE TO TO A MINIMUM DEPTH OF 6"AND SHALL CONFORM TO THE PROVISIONS OF SECTION 19 OF SECTION 93 AND THE CALTRANS STANDARD SPECIAL PROVISION 39-1.03C 3. FARMAN SHIR THE CONTRACTOR. THE CALTRANS STANDARD SPECIFICATIONS 2015 EDITION. 3. TACK COAT SHALL BE APPLIED To EXISTING PAVEMENT INCLUDING PLANED SURFACES,BETWEEN LAYERS 8,EXCEPT FOR BLACK STRIPING, REFLECTIVE GLASS BEADS SHALL BE UNIFORMLY INCORPORATED 19. LINES AND GRADES:ALL DISTANCES AND MEASUREMENTS ARE GIVEN AND WILL BE MADE IN A 3. AGGREGATE BASE:AGGREGATE BASE SHALL BE CLASS II WITH A MAXIMUM AGGREGATE SIZE OF OF HMA AND VERTICAL SURFACES OF CURBS,GUTTERS,AND CONSTRUCTION JOINTS.TACK COAT MUST CONCURRENTLY WITH THE APPUCA11ON OF THE MARKINGS/STRPING.THE GLASS BEADS SHALL BE EMBEDDED - CALTRANS: DISTRICT 08 HORIZONTAL PLANE.GRADS ARE GIVEN FROM THE TOPS OF STAKES AND POINTS SET FROM 1"AND SHALL CONFORM TO THE PROVISIONS OF SECTION 26 OF THE CALTRANS STANIFICA DARD COMPLY WITH THE SPECASPHAL BINDER IN TIOON 9NS FOR ASPHALTIC EMULSION IN SECTION 94,"ASPHALTIC EMULSION;ORZ"ASPHALTS.' . IN THE THERMOPLASTIC BEING APPUED TO A DEPTH OF AT LEAST ONE-HALF THEIR DIAMETERS. LINES.GRADS,OR MEASUREMENTS OF THE WORK IN THEIR PROPER PLACE UNTIL AUTHORIZED SPECIFICATIONS 2015 EDITION. 4. RELATIVE COMPACTION OF 95 PERCENT SHALL BE OBTAINED FOR A MINIMUM DEPTH of 2.5 FEET OF THE 9.ANY STRIPING OR PAVEMENT MARKINGS NOT SHOWN ON THE APPROVED PLAN, BUT DEEMED NECESSARY BY SAN WEST FOURTH STREET TO REMOVE THEM BY THE ENGINEER.ALL EXPENSES INCURRED IN REPLACING STAKES THAT 4. ALL MANHOLE RIMS,VALVES AND MONUMENT BOXES,ETC.SHALL BE ADJUSTED TO FINISH SOBGRADE,ACCORDING TO STANDARD SPECIFICATIONS SECTION 19,^EARTHWORK.°CONTROLLED THE CITY ENGINEER OR DESIGNEE,SHALL BE INSTALLED BY THE CONTRACTOR PRIOR TO FINAL ACCEPTANCE AN BERNARDINO,CA 92401 HAVE BEEN REMOVED WITHOUT PROPER AUTHORITY SHALL BE PAID BY THE GENERAL GRAD AFTER STREET PAVING,BY THE PAVING CONTRACTOR,UNLESS OTHERWISE NOTED.COST LOW-STRENGTH MATERIAL(CLSM)FOR TRENCH BACKFlLL SHALL COMPLY WITH STANDARD SPECIFICATIONS OF THE IMPROVEMENTS. (909)383-4631 CONTRACTOR. FOR THIS WORK SFULLL BE INCLUDED IN THE UNIT PRICES FOR SAID FACILITIES. SECTION 19-3.02F AND 19-3.03I. 10.NEWLY APPUED STRIPING AND PAVEMENT MARKINGS SHALL-BE PROTECTED FROM DAMAGE BY PUBLIC 20. FOR ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAYS OR EASEMENTS,THE CONTRACTOR SHALL 5. PAYMENT FOR PAVEMENT WILL BE MADE ONLY FOR AREAS SHOWN ON PLANS.REPLACEMENT 5. AGGREGATE BASE SHALL BE TYPE 2 AND CONSTRUCTED ACCORDING TO STANDARD SPECIECATONS SECTION TRAFFIC OR OTHER CAUSES UNTIL THE THERMOPLASTIC IS THOROUGHLY SET.ANY NEWLY APPLIED STRIPING 3. IT IS INTENDED THAT THESE PLANS AND SPECIFICATIONS REQUIRE ALL LABOR AND MATERIALS PRESERVE THE INTEGRITY AND LOCATION OF ANY AND ALL PUBLIC UTILITIES AND PROVIDE THE OF PAVEMENT WHICH IS BROKEN OR CUT DURRIG THE INSTALLATION OF THE WORK COVERED 26' AGGREGATE BASES' OR PAVEMENT MARKINGS WHICH ARE DAMAGED AS A RESULT OF THE CONSTRUCTION, INCLUDING WHEEL NECESSARY AND PROPER FOR THE WORK CONTEMPLATED AND THAT THE WORK BE COMPLETED NECESSARY CONSTRUCTION TRAFFIC CONTROL.CONTRACTOR SHAIJ.,THROUGH ENCROACHMENT BY THESE SPECIFICATIONS AND WHICH US OUTSIDE OF SAID AREAS SHALL BE INCLUDED IN MARKINGS BY PUBLIC-TRAFFIC AND CONSTRUCTION EQUIPMENT,SHALL BE REAPPLIED BY THE CONTRACTOR. IN ACCORDANCE WITH THEIR TRUE INTENT AND PURPOSE.THE CONTRACTOR SHALL NOTIFY THE PERMIT PROCESS,VERIFY THE NECESSARY REGULATORY AGENCIES,THE NEED FOR ANY TRAFFIC THE CONTRACTOR'S UNIT PRICE FOR PAVEMENT,AND NO ADDITIONAL PAYMENT SHALL BE MADE I 11.EXISTING TRAFFIC STRIPING AND PAVEMENT MARKINGS THAT DO NOT CONFORM TO THE APPROVED PLAN ENGINEER IMMEDIATELY REGARDING ANY DISCREPANCIES OR AMBIGUITIES WHICH MAY EXIST IN ROUTING PLAN.IF PLAN IS REQUIRED,CONTRACTOR SHALL PROVIDE PLAN AND RECEIVE FOR SUCH WORK. CITY GENERAL NOTES SHALL BE REMOVED BY WET SANDBLASTING. BLACKOUT OR GRINDING OF EXISTING TRAFFIC STRIPING OR THE PLANS OR SPECIFICATIONS.THE ENGINEER'S INTERPRETATION THEREOF SHALL BE PROPER APPROVALS PRIOR TO BEGINNING CONSTRUCTION. PAVEMENT MARKINGS WILL NOT BE ALLOWED. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL STRIPING AND/OR CONCLUSIVE 21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY SCHEDULING INSPECTION AND PAVEMENT MARKINGS NECESSARY TO THE EXISTING STRIPING INTO PROPOSED STRIPING. 12.PAVEMENT MARKERS SHALL BE NEW AND INSTALLED PER THE APPROVED PLANS AND STANDARD DETAILS. 4. UNLESS OTHERWISE SPECIFIED,THE CONTRACTOR SHALL FURNISH ALL LABOR,MATERIALS, TESTING OF ALL FACILITIES CONSTRUCTED UNDER THIS CONTRACT.ALL TESTING SHALL 1. NOTE TO CONTRACTORS: THE EXISTENCE AND LOCATOR OF ANY UNDERGROUND UTLOF INSTALLATION OF PAVEMENT MARKERS SHALL BE ACCOMPUSHED WITH THE USE OF BITUMINOUS TYPE METHOD OF REMOVAL SHALL BE BY GRINDING OR SANDBLASTING IN ACCORDANCE WITH PIPS LE STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF TOOLS,EQUIPMENT AND INCIDENTALS AND DO ALL THE WORK INVOLVED IN EXECUTING THE CONFORM TO THE TESTING AGENCIES STANDARD SPECIFICATIONS.ALL TESTING AND INSPECTION CALTRANS STANDARD SPECIFICATIONS SECTION 15-2.026 AND 15-2.02C ROTS EDITION. AVAILABLE RECORDS. APPROVAL OF THEE PLANS BY THE CITY OF LAKE ELSINORE DOS HOT-MELT ADHESIVE SUITABLE FOR BONDING CERAMIC AND PLASTIC MARKERS TO PORTLAND CEMENT, CONTRACT IN A SATISFACTORY AND WORKMANLIKE MANNER. SHALL BE PAID FOR BY THE OWNER;ALL RE-TESTING AND/OR RE-INSPECTION SHALL BE PAID 7• STRIPING AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WITH CALTRANS STANDARD NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE ASPHALTIC CONCRETE,AND CHIP-SEALED ROAD SURFACES. 5. THE CONTRACTOR SHALL BE SKILLED AND REGULARLY ENGAGED IN THE GENERAL CLASS AND FOR BY THE CONTRACTOR. SPECIFICATIONS 2015 EDITION.SECTION 84 PAINT MATERIAL SHALL CONFORM TO NEW LOCATION, NOR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY, PIE 13.PAVEMENT MARKERS SHALL BE PLACED IN A LOCATION ESTABLISHED BY THE APPLICABLE CALTRANS STRIPING TYPE OF WORK CALLED FOR IN THE PROJECT PLANS AND SPECIFICATIONS.THEREFORE,THE 22. IF EXISTING IMPROVEMENTS NEED TO BE DISTURBED AND/OR REMOVED FOR THE PROPER STANDARD SPECIFICATION REQUIREMENT,SECTION 84-3.02 OF CALTRANS STANDARD OR STRUCTURE WITHIN THE LIMITS OF THE PROJECT. THE CONTRACTOR IS REQUIRED TO DETAIL NOTED ON THE APPROVED STRIPING PLAN. OWNER IS RELYING UPON THE EXPERIENCE AND EXPERTISE OF THE CONTRACTOR,IT SHALL BE PLACEMENT OF IMPROVEMENTS TO BE CONSTRUCTED BY THESE PLANS,THE CONTRACTOR SPECIFICATIONS 2015 EDITION. TAKE ALL DUE PRECAUTIONARY MEASURES FOR THE PROTECTION OF ALL UTILITIES, PIPS 14;EXISTBNG PAVEMENT MARKERS THAT DO NOT CONFORM TO THE APPROVED PLANS SHALL BE REMOVED BY EXPECTED THAT PRICES PROVIDED WITHIN THE CONTRACT DOCUMENTS SHALL INCLUDE ALL SHALL BE RESPONSIBLE FOR PROTECTING EXISTING IMPROVEMENTS FROM DAMAGE.COST OF 8. ALL A.C.PAVING SHALL BE FOG SEALED PER SECTION 37 OF CALTRANS STANDARD OR STRUCTURES, WHETHER SHOWN ON THESE PLANS OR NOT. ANY UTIUIY(IS).DAMAGED THE CONTRACTOR PRIOR TO ANY CAT-TRACKING OR OTHER WORK RELATED TO THE TRAFFIC STRIPING. LABOR AND E COMPLETED NECESSARY AND PROPER FOR THE WORK CONTEMPLATED AND THAT REPLACING OR REPAIRING EXISTING IMPROVEMENTS SHALL BE INCLUDED IN THE UNIT PRICE SPECIFICATIONS,2015 EDITION AT THE TIME OF FINAL ACCEPTANCE. DURING THE PERFORMANCE OF THE WORK SHALL BE REPAIRED OR REPLACED TO THE '15.EFLECTNE BLUE PAVEMENT MARKERS FOR FIRE HYDRANT LOCATIONS SHALL BE INSTALLED PER CITY THE WORK BE COMPLETED IN ACCORDANCE WITH THEIR TRUE INTENT AND PURPOSE. BID FOR ITEMS REQUIRING REMOVAL AND/OR REPLACEMENT OF EXISTING IMPROVEMENTS. SATISFACTION OF THE GOVERNING AGENCY BY THE CONTRACTOR,AT HIS EXPENSE. STANDARDS 422A,422B,AND 422C. 6. THE CONTRACTOR AGREES TO DEFEND AND INDEMNIFY AND HOLD THE OWNERS AND THERE WILL BE NO EXTRA COST DUE THE CONTRACTOR FOR REPLACING OR REPAIRING GREENBERGFARROW,ITS AGENTS,OFFICERS AND EMPLOYES HARMLESS FROM ANY AND ALL EXISTING IMPROVEMENTS. EROSION CONTROL AND STORM WATER POLLUTION PREVENTION NOTES: 2.ALL WORK SHALL CONFORM TO CRY CODS,STANDARD SPECIFICATIONS FOR PUBLIC WORKS 16.SIG SIGNS SHALL USE 3M DIAMOND U GRADE III REFLECTIVE SHEETING(ASTM TYPE XQ. LIABILITY,CLAIMS,DEMANDS,SUITS,ACTIONS,PROCEEDINGS,LOSS,COSTS AND DAMAGES OF (LATEST EDITION), AND STANDARD DRAWING OF THE COUNTY OF RIVERSIDE. IT IS THE 17.SIGNS SHALL BE STANDARD SIZE UNLESS NOTED OTHERWISE. 23. WHENEVER EXISTING FACILITIES ARE REMOVED,DAMAGED,BROKEN OR CUT IN THE INSTALLATION 1. THE CONTRACTOR ACRES THAT: 18.STREEF NAME SIGNS SHALL BE PER CITY STANDARDS 400A AND 4009. ANY KIND INCLUDING ATTORNEY FEES,WHICH MAY BE BROUGHT OR MADE AGAINST THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH THESE STANDARDS AND CODS AT ALL OF THE WORK COVERED BY THESE PLANS OR SPECIFICATIONS,SAID FACILITIES SHALL BE O. THEY SHALL BE RESPONSIBLE TO CLEAN THE JOB SITE AT THE END OF EACH PHASE OF 19.ALL SIGNS TO BE MOUNTED ON 2-INCH TELSPAR POSTS OR ON EXISTING STREET LIGHTS PER LOCATION OWNERS AND GREENBERGFARROW BECAUSE OF ANY INJURY OR DAMAGE,REAL OR ALLEGED, WORK. RIMS. TO PERSONS OR PROPERTY RECEIVED OR SUSTAINED THROUGH THE USE OF THESE PUNS REPLACED IO THE CONTRACTOR'S EXPENSE.AFTER PROBER BHE MATERIALS MAID/OR3.THE CONTRACTOR SHALL NOTIFY THE CITY PUBUC WORKS INSPECTOR, FORTY-EIGHT (48) ON APPROVED PLANS.SIGNAGE TO BE INSTALLED PER CITY STANDARDS 402,406A,406B,AND 409. AND SPECIFICATIONS OTHER THAN FOR THOSE CAMS ARISING SOLELY OUT RT THE NEGLIGENT CONSTRUCTION WITH MATERIALS EQUAL TO OR BETTER STHANHALL THE SUBJECTS USED IN THE b. THEY SHALL BE RESPONSIBLE S REMOVE AND DISPOSE OF ALL TRASH,SCRAP AND UNUSED HOURS PRIOR TO BEGINNING ANY WORK. CALL FOR INSPECTION AT (951) 674-3124, 20.SALVAGED SIGNS AND POSTS SHALL BE DELIVERED-TO THE CITY OF LAKE ELSINORE MAINTENANCE YARD. ACTS,ERRORS OR OMISSIONS OF GREENBERGFARROW AND CALIFORNIA DEPARTMENT OF ORIGINAL EXISTING FACILTIS.THE FINISHED PRODUCT SHALL BE SUBJECT TO THE APPROVAL MATERIAL AT THEIR OWN EXPENSE IN A TIMELY MANNER. EXTENSION 247, BETWEEN THE HOURS OF 9:00 AM AND 4:00 PM, MONDAY THROUGH TRANSPORTATION. OF THE OWNER,THE ENGINEER,AND THE RESPECTIVE REGULATORY AGENCY. c. THEY SHALL BE RESPONSIBLE TO MAINTAIN THE SITE IN A NEAT,SAFE AND ORDERLY MANNER THURSDAY. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS AND LICENSES REQUIRED FOR 24. THE CONTRACTOR SHALL MAINTAIN A NEATLY MARKED SET OF FULL-SIZE AS-BUILT RECORD AT ALL TIMES. 4.CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALTRANS TRAFFIC DRAWINGS SHOWING THE FINAL LOCATION AND LAYOUT OF AL MECHANICAL,ELECTRICAL AND d. THEY SHALL BE RESPONSIBLE TO KEEP MATERIALS,EQUIPMENT AND TRASH OUT OF THE WAY CITY TRAFFIC SIGNAL GENERAL NOTES THE CONSTRUCTION AND COMPLETION OF THE PROJECT,AND SHALL PERFORM ALL WORK IN INSTRUMENTATION EQUIPMENT;PIPING AND CONDUITS,STRUCTURES AND OTHER FACILITIES.THE OF OTHER CONTRACTORS SO AS NOT TO DELAY THE JOB.FAILURE TO CO SO WILL RESULT IN MANUAL AND WATCH MANUAL AT ALL TIMES DURING CONSTRUCTION,AS APPROVED BY THE ACCORDANCE WITH THE REQUIREMENTS AND CONDITIONS ALL PERMITS AND APPROVALS DEDUCTION FOR THE COST OF CLEANUP FROM THE FINAL PAYMENT. CITY ENGINEER OR HIS REPRESENTATIVE: FAILURE TO DO 50 STALL REQUIRE IMMEDIATE EN AS-BUILTS OF THE ELECTRICAL SYSTEM SHALL INCLUDE THE STREET LIGHT LAYOUT PLAN A APPLICABLE TO THIS PROJECT.THE CONTRACTOR SHALL ENSURE THAT THE NECESSARYWORK STOPPAGE. 1. ALL WORK,MATERIAL.,AND EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS OF THE CALIFORNIA DEPT.OF SHOWING LOCATION OF LIGHTS,CONDUCTS,CONDUCTORS,POINTS OF CONNECTIONS TO RIGHTS-OF-WAY,EASEMENTS,AND/OR PERMITS ARE SECURED PRIOR TO CONSTRUCTION. SHOWING DUST CONTROL SHALL BE PROVIDED AT ALL CMS,AT THE CONTRACTOR'S EXPENSE TO 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE A DEPENDABLE REPRESENTATIVE TRANSPORTATION,STANDARD PUNS AND STANDARD SPECIFICATIONS DATED ROTS,THE CALIFORNIA MANUAL ON SERVICES,PULLBOXS AND WIRE SIZES.AS-BUILT RECORD DRAWINGS SHALL REFLECT CHANGE MINIMIZE ANY DUST NUISANCE AND SHALL BE IN ACCORDANCE WITH SECTION 10. 8. THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT WHERE APPLICABLE FOR ANY AT THE JOB SITE,AT ALL TIMS DURING CONSTRUCTION. UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD ROTA), THE COUNTY OF RIVERSIDE TRANSPORTATION ORDERS,ACCOMMODATIONS AND ADJUSTMENTS TO ALL IMPROVEMENTS CONSTRUCTED.WHERE WORK DONE WITHIN RIGHTS-OF-WAY OR EASEMENTS FROM COUNTY OF RIVERSIDE OR NECESSARY,SUPPLEMENTAL DRAWINGS SHALL BE PREPARED AND SUBMITTED BY THE 3. THE CONTACTOR SHALL BE RESPONSIBLE FOR MEETING THE REQUIREMENTS OF INSTALLING 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE NECESSARY DEPARTMENT REQUIREMENTS,THE CITY OF TAKE ELSINORE REQUIREMENTS,AND THE SPECIAL PROVISIONS FOR DEPARTMENT OF TRANSPORTATION,AS APPROPRIATE.CONTRACTOR SWILL NOTIFY CITY 24 CONTRACTOR. AND MAINTAINING FOR THE DURATION OF CONSTRUCTION ALL EROSION CONTROL FACILITIES TO RELOCATION OF ANY UTILITIES. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES THIS PROJECT. HOURS IN ADVANCE OF COMMENCING THE WORK OR AS REQUIRED BY REQUIRED SAID THE SATISFACTION OF COUNTY OF RIVERSIDE AND CALTRANS. INVOLVED, AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO BEGINNING WORK. THE 2.UnUTIS SHOWN ON THESE PLANS ARE CORRECT AND ACCURATE TO THE EXTENT OF AVAILABLE RECORDS PERMITS. 25. WORK IN EASEMENTS AND/OR RIGHTS-OF-WAY IS SUBJECT TO THE APPROVAL AND 4• ALL COMBUSTIBLE AND OTHER DELETERIOUS MATERIALS,INCLUDING TRASH,JUNK,AND CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE ALERT (U.SA) AT AND KNOWLEDGE THE CONTRACTOR, HOWEVER, IS REQUIRED TO ASCERTAIN! THE EXACT LOCATION OF 9. THE CONTRACTOR SHALL,AT THE TIME OF BIDDING,AND THROUGHOUT THE PERIOD OF THE ACCEPTANCE OF THE REGULATORY AGENCY RESPONSIBLE FOR OPERATION AND/OR VEGETATION SHALL BE REMOVED FROM THE CONSTRUCTION AREAS AND DISPOSED OF BY AND UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH CONTRACT,BE LICENSED IN THE STATE OF CALIFORNIA UNDER THE PROVISIONS OF CHAPTER MAINTENANCE OF SAID EASEMENT AND/OR RIGHTS-OF-WAY. AT THE EXPENSE OF THE CONTRACTOR. 1-800422-4133,AT LEAST FORTY-EIGHT(48)HOURS PRIOR TO BEGINNING WORK. THEIR SERVICE. THE CONTRACTOR SHALL BEAR THE TOTAL EXPENSE OF REPAIR OR REPLACEMENT OF ANY 9,DIVISION 3 OF THE BUSINESS AND PROFESSIONS CODE AND SHALL BE BONDABLE FOR AN BENCHMARK: 5. IN REFERENCE TO ALL ABOVE LISTED NOTES FOR EROSION CONTROL AND STORM WATER 7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED.WORK UNDERGROUND FACILITIES DAMAGED BY HIS OPERATION. PHONE UNDERGROUND SERVICE ALERT 811 MINIMUM AMOUNT EQUAL TO OR GREATER THAN THE AMOUNT BID AND TO DO THE TYPE OF WORK DESIGNATION# 3433 POLLUTION PREVENTION,THE CONTRACTOR SHALL FULLY COMPLY WITH THE REQUIREMENTS OF AREA AND RELOCATION AND COST OF ALL EXISTING UTED SUSUBDIVIDER MUST-INFORM 4g.HOURS IN AIT/ANCE CONTEMPLATED IN THE PLANS AND SPECIFICATIONS.CONTRACTOR SHALL BE SKILLED AND AGENCY: RIVERSIDE COUNTY TRANSPORTATION COMMISSION THE STATE WATER QUALITY CONTROL BOARD(SWQCB),THE NPDS CONFORMANCE CA5000002 THE CITY OF LAKE ELSINORE OF CONSTRUCTION S SCHHEDULE, PRIOR TO BEGINNING 3.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITY COMPANIES AND REGULARLY ENGAGED IN THE GENERAL CLASS AND TYPE OF WORK CALLED FOR IN THE PLANS AND FOR STORMWATER REGULATIONS FOR CONSTRUCTION ACTIVITIES,THE APPROVED STORM CONSTRUCTION. UNDERGROUND SERVICE ALERT A MINIMUM OF 48 HOURS PRIOR TO START OF CONSTRUCTION. IT SHALL BE- AND SPECIFICATIONS. ELEVATION: 1316.96 FEET 8.ALL UNDERGROUND FACIUMES AND LATERALS INCLUDING BUT NOT LIMITED TO SEWER, WATER POLLUTION PREVENTION PLAN(SWPPP)FOR THE CONSTRUCTION ON PROJECT SITE,THE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ALL PHASES OF CONSTRUCTION WITH THE VARIOUS 10. CONTRACTOR SHALL INSPECT THE SITE OF THE WORK PRIOR TO BIDDING TO SATISFY MONUMENT TYPE: FOUND 2°BRASS DISC WITH 10"CONCRETE COLLAR WATER,TELEPHONE, ELECTRICITY,GAS AND DRAINAGE FACILITIES,SHALL BE IN PLACE PRIOR UTILITY COMPANIES INVOLVED INCLUDING SCE. THEMSELVES BY PERSONAL EXAMINATION OR BY SUCH OTHER MEANS AS THEY MAY PREFER, LOCATION: SOUTHWEST CORNER CENTRAL AVENUE AND CAMBERN AVENUE(DOWN THE STATE RIGHT WAY, AND BEST COMPLYINGMANAGEMENT 4EMEN PRACTICES RACTIICE RE(IMBENTS SET FORTH FOR WORK WI IN TO PAVING THE STREET SECTION. 4.THE CONTRACTOR SHALL POTHOLE PROPOSED TRAFFIC SIGNAL POLE LOCATIONS FOR UNDERGROUND UTILITY OF THE LOCATION OF THE PROPOSED WORK,AND OF THE ACTUAL CONDITIONS OF AND AT 1.0') COUNTY OF RIVERSIDE 9.ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS WILL BE TAKEN ALTER CONFLICTS PRIOR TO ORDERING POLES. THE SITE OF WORK. DATUM: NCVD 1929 ROUGH GRADING, TO DETERMINE THE EXACT SECTION. REQUIRED. SECTION THICKNESSES 5.Al TRAFFIC SIGNAL EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR UNLESSIF,DURING THE COURSE OF THEIR EXAMINATION,A BIDDER FINDS FACTS OR CONDITIONS SHOWN ARE FOR BONDING PURPOSES ONLY. OTHERWSE SPECIFIED. WHICH APPEAR TO THEM TO BE IN CONFLICT WITH THE LETTER OR SPIRIT OF THE PROJECT 10.ALL EXISTING UNDERGROUND UTUTIS AND STRUCTURES MUST BE POTHOLED AND yIILmES 6. ALL RED,YELLOW,AND GREEN SIGNAL INDICATIONS,AND PEDESTRIAN INDICATIONS SHALL BE LIGHT EMITTING PLANS AND SPECIFICATIONS,AT THEY SHALL CONTACT THE ENGINEER FOR ADDITIONAL ELEVATIONS VERIFIED PRIOR TO CONSTRUCTION. THE ENGINEER OF RECORD SS S BE 1. THE INFORMATION SHOWN ON THESE PLANS REGARDING THE EXISTING UTILITIES AND/OR NOTIFIED OF ANY NECESSARY REVISIONS TO THE APPROVED PLANS. THE REVISIONS SHALL �D(LED).56144E LENSES SHALL BE 12°WITH BILK META.HOUSING,TUNNEL VISORS,AND BACKPUTES. INFORMATION AND EXPLANATION BEFORE SUBMITTING THEIR BID. IMPROVEMENTS WAS DERIVED FROM FIELD INVESTIGATIONS AND/OR RECORD INFORMATION.THE BE IN THE FORM OF"AS BUILT"PLANS SUBMITTED TO THE CITY ENGINEER FOR APPROVAL 7.THE LOCATION OF SIGNAL POLES,'CABINETS,AND OTHER EQUIPMENT SHOWN ON THE PLAN IS APPROXIMATE. S SUBMISSION OF A BID BY THE CONTRACTOR SHALL CONSTITUTE ACKNOWLEDGEMENT THAT,IF ENGINEER DOES NOT GUARANTEE THESE LOCATIONS TO BE EITHER TRUE OR EXACT.PRIOR TO PRIOR TO THE FINAL ACCEPTANCE OF THE PROJECT. THE EXACT LOCATION SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER OR ENGINEER'S REPRESENTATIVE. AWARDED THE CONTRACT,THEY HAVE RELIED AND ARE RELYING ON THEIR OWN EXAMINATION CONSTRUCTION,IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO VERIFY ALL EXISTING 11.AL EXISTING M INUMENTATION DISTURBED OR DESTROYED.WRING CONSTRUCTION SHALL BE 8.STREET NAME SIGNS SHALL BE EDGE-LIT LED IISNS PER COUNTY OF RIVERSIDE STANDARD 1200. IISNS SHALL : OF(1)THE SITE OF THE WORK,(2)ACCESS TO THE SITE,AND(3)ALL OTHER DATA AND IMPROVEMENTS AND EXPOSE ALL EXISTING UNDERGROUND UTILITIES RELATED TO THE PROJECT, REPLACED TO CITY STANDARDS, AS APPROVED BY THE CITY ENGINEER. CENTERUNE TIES HAVE WHITE LETTERS ON BLUE BACKGROUND WITH CITY LOGO AND *CITY OF LAKE ELSINORE*BELOW STREET - MATTERS REQUISITE TO THE FULFILLMENT OF THE WORK AND ON THEIR OWN KNOWLEDGE OF INCLUDING BUT NOT LIMITED T0,SEWER,STORM DRAIN,WATER,IRRIGATION,GAS,ELECTRICAL, ARE TO BE FURNISHED TO THE CITY ENGINEER UPON COMPLETION OF THE PROJECT AND NAME o EXISTING FACIU11S ON AND IN THE VICINITY OF THE SITE OF THE WORK TO BE CONSTRUCTED ETC.AND SHALL NOTIFY THE ENGINEER IN WRITING 48 HOURS IN ADVANCE OF EXPOSING THE CONSTRUCTION KEY NOTES: BEFORE ACCEPTANCE IS GRANTED. 9.PEDESTRIAN SIGNAL FACE SHALL BE LED COUNTDOWN TYPE UNDER THIS CONTRACT. UTILITIES,SO THAT THE EXACT LOCATION AND ELEVATION CAN BE VERIFIED AND DOCUMENTED. 12.AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK DONE 10.PEDESTRIAN PUSH BUTTONS SHALL BE APS PUSH BUTTONS WITH INTERNATIONAL SYMBOL SIGN PLATE PER a THE INFORMATION PROVIDED BY THE OWNER OR THE ENGINEER IS NOT INTENDED TO BE A THE COST ASSOCIATED TO PERFORM THIS WORK SHALL BE INCLUDED EITHER IN THE LUMP ITEM DESCRIPTION QUANTITY WITHIN PUBLIC RIGHTS-OF-WAY. BEFORE ISSUANCE OF, SAID PERMIT, THE CALTRANS SIGN SPECIFICATIONS R10-3. CONTRACTOR SHALL PROVIDE APS PUSH BUTTON CONFlGURATOR S_ SUBSTITUTE FOR,OR A SUPPLEMENT TO THE INDEPENDENT VERIFICATION BY THE CONTRACTOR SUM CLEARING COST OR IN THE VARIOUS ITEMS OF WORK.IF LOCATION AND/OR ELEVATION CONTACTOR/DEVELOPER MUST PROVIDE THE CITY ENGINEER WITH CERTIFICATE OF DEVICE IN CONTROLLER CABINET. TO THE EXTENT SUCH AN INDEPENDENT INVESTIGATION OF THE SITE CONDITIONS IS DEEMED DIFFERS FROM THAT SHOWN ON THE DESIGN PLANS, PROVISIONS TO ACCOMMODATE NEW Q CONSTRUCT 6"TO 8'CURB TRANSITION 69 LF INSURANCE AND REQUIRED BONDING FOR PUBLIC IMPROVEMENTS. THE ENCROACHMENT MALL NEW CONDUIT SHALL BE 3"PVC UNLESS SHOWN OTHERWISE NECESSARY OR DESIRABLE BY THE CONTRACTOR.CONTRACTOR SHALL ACKNOWLEDGE THAT LOCATION/ELEVATION MUST BE MADE PRIOR TO CONSTRUCTION. O CONSTRUCT PCC 8"CURB AND GUTTER PER CITY STANDARD 201,SEE DETAIL 604 LF PERMIT MUST BE PRESENT AT THE JOB SITE DURING THE TOTAL TIME OF THE:PROJECT 12.CONTRACTOR SHALL.PUCE CONDUIT BY JACKING OR DRIVING UNLESS APPROVED BY CITY ENGINEER OR HIS ' THEY HAVE NOT SOLELY RELIED UPON OWNER OR ENGINEER FURNISHED INFORMATION 2. PRIOR TO COMMENCING ANY WORK,IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE ON SHEET 7 CONSTRUCTION ALONG WITH AN APPROVED SET OF IMPROVEMENT PAWS. - REPRESENTATIVE. 4 REGARDING SITE CONDITIONS IN PREPARING AND SUBMITTING THEIR BID. EACH UTILITY COMPANY LOCATE,IN THE FIELD,THEIR MAIN AND SERVICE LINES.THE - FJ EACH ACTOR SHALL NOTIFY MEMBERS E THE UNDERGROUND SERVICE ALERT U.S.A. 48 Q CONSTRUCT NEW ADA CURB RAMP PER CITY STANDARD 214A,SEE DETAIL ON 3 EA 13.ALL TRAFFIC SIGNAL DETECTION,SIGNING,PAVEMENT MARKINGS,AND STRIPING FOR ALL DIRECTIONS.SHALL BE 11. ALL STATIONS REFER TO DISTANCES ALONG STREET CENTERLINE,UNLESS OTHERWISE NOTED. ( ) SHEET 7 COMPLETED PRIOR TO TRAFFIC SIGNAL ACTIVATION. o _ ALL STATIONS OFF CENTERLINE ARE PERPENDICULAR TO OR RADICALLY OPPOSITE CENTERLINE HOURS IN ADVANCE OF PERFORMING ANY EXCAVATION WORK BY CAVING THE TOLL-FREE S STATIONS. NUMBER(800)227-2600.THE CONTRACTOR SHALL RECORD THE U.S.A ORDER NUMBER AND ® PENT CITY STANDARDSSTRUCT'TYPE 11-COMMERCIAL N: UAL SEE WAY APPROACH WITH CROSS GUTTER 1 EA NOTE: 14�RSPONSI�BILITY TO PROVIDE THE CORRECT CONDUCT SCHEDULE IS FURNISHED AS AN ORS REQUIRED EQUIRED FOR THE INTENDED OPERATIONONTRACTOR'S 12. THE CONTRACTOR SHALL PROVIDE ALL REQUIRED UGHTS,BARRICADES,SIGNS,TRAFFIC FURNISH ORDER NUMBER TO OWNER AND ENGINEER PRIOR TO ANY EXCAVATION.R WILL BE ALL CONSTRUCTION WITHIN THE CALTRAIS RIGHT-OF-WAY SHALL CONFORM TO LATEST MALL WIRING AND EQUIPMENT %AU. BE MARKED (TAGGED) WITHIN THE CONTROLLER CABINET FOR PRISE o CONTROL,FLAGMEN,OR OTHER DEVICES NECESSARY FOR PUBLIC SAFETY AND IN STRICT THE CONTRACTOR'S SOLE RESPONSIBILITY TO DIRECTLY CONTACT ANY OTHER UTILITY O CONSTRUCT 4"POC THICK SIDEWALK WITH 20R MAXIMUM CROSS SLOPE PER 4,079 SF CALTRANS STANDARDS,SPECIFICATIONS AND PROVISIONS. IDENTIFICATION. ACCORDANCE WITH THE CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARDS 2015 COMPANS THAT ARE NOT MEMBERS OF THE UNDERGROUND SERVICE ALERT.IT SHALL BE THE CITY STANDARD 210,SEE DETAIL ON SHEET 7 16.UNDERGROUND SIGNAL LIGHT CONDUCTORS SHALL NOT BE SPLICED. EDITION. CONTRACTOR'S SOLE RESPONSIBILITY TO PROTECT ALL EXISTING UTILITIES SO THAT NO DAMAGE. 6 CONSTRUCT NEW FULL DEPTH PAVEMENT SECTION TO MATCH EXISTING,0.65' 13. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL WATER,POWER,SANITARY RESULTS TO THEM DURING THE PERFORMANCE OF THIS CONTRACT.ANY REPAIRS NECESSARY � 20,589 SF CONTRACTOR NOTICE: 17.SEE CALTRANS STD.PLAN S-1A AND S-1B FOR SYMBOL AND ABBREVIATION LEGEND. TO DAMAGED UTILITIES SHALL BE PAID FOR BY THE CONTRACTOR.THE CONTRACTOR SHALL BE HOT MIX ASPHALT(HMA)TYPE A OVER 1'AGGREGATE BASE(AB)CLASS II. 1. THIS SET OF IMPROVEMENT PLANS IS VAUD FOR CONSTRUCTION PURPOSES ONLY 18.AL VEHICLE DETECTION SHALL BE VIDEO DETECTION EXCEPT FOR ADVANCE LOOPS OR RADAR DETECTION. a FACILITIES AND TELEPHONE SERVICES AS REQUIRED FOR THE CONTRACTOR'S USE DURING REQUIRED TO COOPERATE WITH OTHER CONTRACTORS AND UTILITY COMPANIES INSTALLING NEW SAWCUT EXISTING PAVEMENT.GRIND AND OVERLAY,MATCH EXISTING PAVEMENT. AFTER BEING SIGNED BY ALL APPROVING AGENCIES AND GREENBERGFAMM. DETECTION ZONES FOR VIDEO DETECTION SYSTEM ARE SHOWN AS A GUIDELINE ONLY AND ARE NOT A v CONSTRUCTION. Q7 736 LF 14. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY FIELD CHANGESWOE WITHOUT STRUCTURES,UTILITIES AND SERVICE TO THE PROJECT. SEE DETAIL ON SHEET 3 2. THE CALTRANS STANDARD PLANS ROTS HAVE BEEN REFERENCED IN THESE PLANS PHYSICAL INSTALLATION. PRIOR WRITTEN AUTHORIZATION AND APPROVAL FROM THE OWNER, ENGINEER,OR THE 3. THE CONTRACTOR SHALL PROVIDE ALL SHORING,BRACING,SLOPING OR OTHER PROVISIONS AND SHALL BE CONSIDERED PART OF THESE PLANS AND SPECIFlCATIOPIS. 19.ALL SALVAGED EQUIPMENT NOT REUSED PER PLAN SHALL BE DELIVERED TO THE CITY OF LAKE ELSINORE CITY CALIFORNIA DEPARTMENT OF TRANSPORTATION,AS APPROPRIATE. NECESSARY TO PROTECT WORKMEN FOR ALL AREAS TO BE EXCAVATED TO A DEPTH OF 5'OR © INSTALL STREET LIGHT PER CITY OF LAKE ELSINORE STD.NO.502 2 EA YARD UNLESS OTHERWISE DIRECTED BY THE ENGINEER IN THE FIELD. s MORE.EXCAVATIONS OF 5 FEET OR MORE IN DEPTH WILL REQUIRE AN EXCAVATIONS PERMIT O CONSTRUCT 36"-DEEP SECTION OF TRUNCATED DOMES ER DETAIL ON SHEET 3 20.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE VIDEO DETECTION CAMERA EVP,CCTV CAMERA,AND FROM THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL SAFETY.FOR TRENCHES FEET 7 OTHER SPECIAL EQUIPMENT MANUFACTURE'S REPRESENTATIVES AT THE SITE DURING INITIAL TRAFFIC SIGNAL ' OR MORE IN DEPTH,THE CONTRACTOR SHALL COMPLY WITH SECTION 5-1.02A OF CALTRANS - - TURN-ON/ACTIVATION. a STANDARDS 2015 EDITION,SECTION 6705 OF THE STATE OF CALIFORNIA LABOR CODE,AND € ANY LOCAL CODS OR ORDINANCES 4. WE CAL YOUR ATTENTION TO TITLE 8 CAUFORNM ADMINISTRATION CODE SECTION 1540(A) I " 4. (1)OF THE CONSTRUCTION SAFETY ORDERS ISSUED BY THE OCCUPATIONAL SAFETY AND •� HEALTH STANDARDS BOARD PURSUANT TO THE CALIFORNIA OCCUPATIONS SAFETY AND HEALTH - ACT OF 1973 AS AMENDED WHICH STATES:(1)PRIOR TO OPENING AN EXCAVATION,AN - - ° EFFORT SWILL BE MADE TO DETERMINE WHETHER UNDERGROUND INSTALLATIONS;I.E.SEWER, - � i Know what's below. WATER, FUEL,ELECTRIC LINES,ETC.,WILL BE ENCOUNTERED AND IF SO,WHERE SUCH UNDERGROUND INSTALLATIONS ARE LOCATED.WHEN THE EXCAVATION APPROACHES THE Call before you dig. APPROXIMATE LOCATION OF SUCH AN INSTALLATION,THE EXACT LOCATION SHALL BE III y/t[ 1 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL BENCHMARK:DESIGNATION #3433 AGENCY: RIVERSIDE COUNTY DRAWING NUMBER: ) MARK REVISIONS APPR. DATE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE �1 30 Executive Park,Suite 100 QNQMNI TRANSPORTATION COMMISSION. ELEVATION: 1316.96 FEET. MONUMENT CITY OF LAKE ELSINORE E LAWS, AND A PERMIT MAY BE ISSUED. bergFK OW Irvine,CA 92614 f: 'Q N0URj90 LOCATION:SOUTHWEST CORNER CENTRAL VENUE AND 0 MBERN o t:949 296 0450 949 296 0479 z m AVENUE (DOWN 1.0').AGENCY: NGVD 1929 Nb• '8039 SCALE: DRAWN: STREET IMPROVEMENT 3/18/19 4 Exp.1 1 20 * NSA JM SHEET 2 OF 1 1 !�T 6-17-/9 JO N RZAD, RCE o. C46039 DATE J? �e GENERAL NOTES AND SPECIFICATIONS FILE No. RE ON HABIB RCE 83156 DATE - �TF OFVCMV(�� DATE: October 4 CHECKED:JP CENTRAL AVENUE SR74 n ACTING CITY ENGINEER , 2018 Iq• 35 W --------- .------ ------------ _ _____________ ______ .__.-1��'" -__ Y' 12'W 12"W 12"W 12'W 12"W '12'W 12'VY ___. 12;W 12"W 12'W��12"W 12"W 12"W /'f1'YN 12"W 12 12"W 12"W 12"VJ�^— 21 W 12'---_- NOTE: ALL CONSTRUCTION WITHIN THE CALTRANS RIGHT-OF-WAY SHALL CONFORM TO LATEST _ _ ,� CALTRANS STANDARDS,SPECIFICATIONS AND PROVISIONS. -- _ - - t - -- — 7 _ — f LEGEND: AC PAVEMENT PCC PAVEMENT - - 7 -�--�-�- - - �' - - - - - -t-- - - - � - - - =-� - - -ABANDONED yb" WTR - - - -7 - - - - - - , --- 5+00 --- SIDEWALK ` � 6+00 \ .I �\ \ .'.�\♦ AREA OF WORK � 1 \ \ -r.---- --- �•�-- ---_-_-_1=.�.,___...-o..,."._.s..� - Y \ PROPERTY TRAF -� i .,\ - -� z � — — — — — SAWCUT,GRIND AND OVERLAY ': c+ VL BOX(QTY \\ 1 1 1 $TRIPE 2 ^ - _ m R GUTTER 6 \\\ \\\ ts GH4 1 \,\ 7 \` \\ \\ \\o CURB& SOEYIALK ovg ovg \\ ,'_C\ \,� G \\ 6 _ #s \' DEMOLITION KEY NOTES: . �S GAS-�� GAS GAS — AS GAS GAS GAS-'— GAS GAS— GAS�—GAS GAS GAS \ GAS GAS - GAS - GAS T S-- GAS' GAS- S \ \ 15 _----------- =.. _ .___ T QUANTITY ______-_-"-.-.�........�..-.. _ I � \'�\ \\ TE DESCRIPTON a! M TY l \ PROTECT IN PLACE. N/A . ---------4 --- -----.. \\ \ � 5 \\ \\�. \y \ \\ \ � \ \_ \/ \ \ \ \ \ \\ \ 9 i \ ��' \'•� 5\ \ -.�._ � \�.�..\ .\` l_J EXISTING STREET STRIPING TO BE REMOVED.SEE SIGNING&STRIPING PLAN. 1421 LF \•� \ \ \ - CONTRACTOR TO VERIFY GAS UTILITY DEPTH AND SIZE.AND SHALL ENSURE _..�v._ � i � \ \ \ 1 - \ \� \ }' •\ \ �`� ADEQUATE DEPTH FOR PROPOSED ROADWAY.THE CONTRACTOR SHAlI HALT \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ 3O APPLICABLE WORK AND NOTIFY THE ENGINEER OF N/A RECORD IMMEDIATELY IF EXISTING FlIS INADERE QUATE DRANT ASSEMBLY TO BE RELOCATED PER SEPARATE EVMWD 1 EA E \ --- L. G` \ \\ \ \ \\ \ ---_ \\ CD PLAN J r \\ 6 `� \ \ EXISTING TO BE RELOCATED.SEE STRIPING AND SIGN PLAN. 5 EA i \ •\\ REMOVE EXISTING: SIDEWALK 3994 SF _-- CE 1 I \\ \ \ \\ \ \ \\ ! 1 I FENCE 676 LF CURB&GUTTER 604 LF AC PAVEMENT 5824 SF zG GRAPHIC SCALE 20 1 SIGN 2 EA CENTRAL AVENUE (SR 74) � BOLLARD 1323 SF STA 3+00-STA 7+00 ( IN FEET ) AC CURB 134 LF 1 inch = 20 ft. 7O SAWCUT,GRIND AND OVERLAY PER CALTRANS REQUIREMENTS. 736 LF ® NOT USED N/A �. O9 EXISTING TO BE RELOCATED.SEE TRAFFIC SIGNAL PLAN. 5 EA REMOVE EXISTING CONCRETE BOX.CONTRACTOR SHALL VERIFY THE NATURE OF �- N ANqONED 10" WTR 10 EXISTING CONCRETE BOX AND NOTIFY THE ENGINEER OF RECORD IF REMOVAL 1 EA - - -ABANDONED 10" WTR- - - - - - - - - - - - - - - - -ABANDONED 10" WTR — �— i WILL CAUSE A DESIGN CONFLICT OR OTHERWISE HINDER THE FUNCTION OF �__— - EXISTING UTILITIES, 01 - 11 NOT USED N/A 8+00 9+00 _ 10+00 N10+56 12 NOT USED N/A I jMENT 2 g PE z m '"'zc: \ 1'GRIND& OVERLAY PROPOSED PAVEMENT ;m [EXISTING SECTION LS � �� W 6 AMP'AC TRAFFIC SIGNAL 9 6 CURB& GkS 9 C SIGNAL 1 T� c + 3 SECTION OR AC OVERLAY R W CURB& BOX(QTY 1) GUTTER 1 3 7 X(QTY 1) ri 7 A I PVEMENT 1 _ ZO - �{ J ` v�vv v v v� T T vv vv SAWCUT LINE W �\ \ S \ S\ \ \ \ \ \\ \ \ \\ \ \\ \ \ \\\ \\ As \ \ \ i "Gn GAS—. GRIND,SAWCUT&OVERLAY DETAIL 2 In NOT TO SCALE I♦ \ V A V A V A A V A V A V A V A A V 6 V vA ' - + X v v 0 .10+20.06 10+73.32 CAMBERN AVE EXISTING ECR =11+12.28 CAMBERN AVE\\ 6 \ \ \ "'-� MATCH EXISTING AC N V • i ( it 6 CURB x 4 =11+12.24 CAMBERN AVE t SEE CAMBERN AVE • I _ I I MPROVEMENT PLANS A S FOR CONTINUATION ',:: V 1 1 I I Yt I GRAPHIC SCALE Y 20 0 10 20 B- CENTRAL AVENUE (SR 74) Know whars below. ( IN FEET ) Call before you dig. Db 4v Kin ir9 STA 7+00-STA 10+5$ 1 inch = 20 ft. 3 pp pp THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL BENCHMARK:DESIGNATION #3433 AGENCY: RIVERSIDE COUNTY G.MG NUMBER: AP S MARK REVISIONS PR. DATE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE _ 30 E:xecubve Park,Suite 100 �psEoi p&4! TRANSPORTATION COMMISSION. ELEVATION: 1316.96 FEET. MONUMENT CITY OF LAKE ELSINORE s� LAWS, AND A PERMIT MAY BE ISSUED.. /0 I�� Irvine,CA 92614 'o N NURl�Q�� LOCATION: SOUTHWEST TYPE: FOUND 2" CORNER CENTRAL AVENUE AND COLLAR.RASS DISC WITH 10'CONCRETE be CAMBERN 3 g t:949 296 0450 f:949 296 0479 �; n AVENUE (DOWN 1.0').AGENCY: NGVD 1929 No. 46039 A SCALE: DRAWN: STREET IMPROVEMENT SHEET 3 OF 1 1 p 3/18119 Exp,12 31 zo NOTED JM DEMOLITION PLAN a JO N RZAD, RCE o. C46039 DATE J? CIVIC �! CENTRALAVENUE(SR74) FILE No. Q REMON HABIB RCE 83156 DATE 'fdF OF CAOEOR DATE: - CHECKED: a ACTING CITY ENGINEER March 11, 2019 JP , . , . ...; .. . . . . ,. , . . ... ......_............. ........., .q.,. r , r . . : .... •..:.... ...:...............:....•....:...:...:......:...:.. . n' N : .. ......... ................ ...-.. _ _^... . : . :- ... , r . : . :a n : . ' NA�DYMI EG®: .............. n .......... 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ITEM DESCRIPTION - --� - - - - - // - - - - - - - / - - � - - - - / l _ // // —/ — — - — // — �- — — —ABANDONED y6" WTR— — � 2L — — — - — �'— — — — — I Ili CONSTRUCT 6'TO 8'CURB TRANSITION // 3t00 /// ___. ---,[L_-4�0,---_---1_/___-__.-�- - -J_/__.•__ --- -1_/_. ______ .._.__j-_____T-..--.--_.--. _.. __ O CONSTRUCT PCC 8'WRB AND GUTTER PER CITY STANDARD 201,SEE DETAIL !_,.r=.-�_ - 5+00 S43'46'43'W 1404.43' 6+00 \ p / ��— 11 I— __L I \ — 0 r _ I— , — }�� — __ _- — LEGEND. _ O CONSTRUCT7NEW Aa1 CURB ROMP PER CITY STANDARD 214A,SEE DETAIL ON \ \ LJ \ 1 — — — � SHEET 7 ' '...L_.-._.-_-_-__.. ___.__.-_.__---_-..._1L-.._..-.---__._�..�__--.._.-_.�--,_-..-.--...-_ -.i -._.-._..._._.-- -.__._.....�i-_.v _.-.- .- -._ __ __---�---------,-_..____._�•.--- 1 ' — — — /C PAVEMENT ® CO q UCTT-DES OM 2AL SEE DETAILS RO SHEEITH CROSS GUTTER a \ 2 2 \\ \\ \\ ¢ ¢ \\ 1\ 14 ' ,. PCC RAVEMENT.. O CONSTRUCT 4'PCC TRCK SIDEWALK WITH 20%MAXIMUM CROSS SLOPE PER I Fn F.^ �F�+ �F+ \ z " I CITY STANDARD 210,SEE DETAIL ON SHEET 7 \ n¢� r''pp'`:n 85� rn¢ ��\ ¢ `�� ¢fFJ \¢F� ¢ c> ¢ r� z �' ¢c3[�' ¢ c>.� ¢Z5�.a¢\ �� ¢W^ ¢ram-y ' ¢�-� ¢N ¢�C� ¢"�' r SI LL( 9� p =� _ u7A \\ TM <W �AN. �h m ,•O',tAO� �^ O< y� \.AM �O 3,:q W 6 E'o o -,7 �^ �o a ' O CONSTRUCT NEW FULL DEPTH PAVEMENT SECTION TO MATCH EXISTING,0.65' }m<<(J� N•< ^m oo `s "?n _"^o o"o .prc d ¢ ^o ^¢o�p' No Na`p�p'® ."o'¢oo cyq m o¢ o "'000s $o \ $�o p�o+rn',X"\"'o�� gON� 0 HOT MIX ASPHALT(HMA)TYPE A OVER 1'-AGGREGATE BASE(AB)CLASS II. \\\ AY Zt�z-+4N m.^i +6�r2 r2 963 n�5 M �n ^C5, 'No•u Unn+C.¢I+Oj + U +Oe7M +m^ �� +O^M �� n�� \ \\ \ \ AREA OF WORK \ '�\r ;o' n�•T—I;i :n:w�� I ca_ c�� m.-� ,o c�� w.- \\\\\\ �m�� tO __ O O SAWCUT EXISTING PAVEMENT.GRIND MID OVERLAY,MATCH EXISTING PAVEMENT. �. d \ \ `°•� \ n \ \ \ \ + SEE DETAL ON SHEET 3 `� 7 \ 7 v ,�, \ -- PROPERTY LINE A„---- 6A:;-` GAS GAS AS -�Gc4S GASH - GAS T -GAS _ GAS' GAS T s GAS -\ GA -\ \GAS.... �AS� GASH T GAS T GAS\ GA - }\ i\S\ \\ \ ,LI a m — — — — — SAWCUT,GRIND AND OVERLAY ® INSTALL STREET LIGHT PER CITY OF LAKE ELSINORE STD.NO.502 .__.- _.__.__---_. F /7"---•'�-'�`i , 3pB , -\\ \ \ \ \, \ \ \ \� \ y \ \ ,\\' \ \ \ \ �j\ I.. 1- .Qg CONSTRUCT 3V-DEEP SECTION OF TRUNCATED DOMES PER DETAL ON SHEET \ \\yt\*_"".� ,, \ ,, \\ \ \ �� \\ \ \ \ \ \ \ \ d� \ \ 1, \ \ W 7 Vv v v < y v v v W S c/ i io\ �.n '30��\\ g \. - \ �,:\, \ ti \ \ \�1 \ 3 9 2 ------- -- ----(� �'W- --- -- , IH ' _ - \ `s'�.+ e \\ .\ 'moo \ \ \ �. ,\C,;• \�.\. .\ - h \ �? / \ VARUBLE-WIDTH R/r1 \ Q �' \ n,o \\ \ 2 \' \ \�� \ L � �"- \It y \ \ o� \ o\ 1.' j \\ DEDICATftXI PER\� LRME DATA CNllRVE DATA .-" --- B -(>�'R/W�--------1c__ ----= '.^'\ 4 �F \ •\ ' / --..,__ INST.N0. �•,. \\ \\ --�� 't-• - \T \ ��- �\ ' LINE No. BEARING DISTANCE CURVE No. DELTA LENGTH RADIUS / \' I- \ �:; \ �� a\ • !\ `1 �'.. — — . _1 N44'07'12"E 63,76' C1 39'3542' 38,70' 56.00' 1 �- \ \ '\\ `�� \ L2 N4619'42"W 26.21' C2 39.0858' 30,06' 44.00' o \ \— —j — — 3\Q 1 \ 1 ,. / L3 N43'46'43"E 136,84' C3 89'33'10" 62 52' 40.00' m \ / — — \ �� — \•.:.. D '�U/ \ I / SEE SEPMtATE ONSfTE J \\ \ \ \ ', I / ' IMPROVEMENT PLANS / 11 I I L4 N43'46'43"E 38.64' C4 9"6'15" 39.32' 25.00' \ \ \ ' ? \ \I `( FOR CONrImIATION \ / >- SEE SEPARATE ONSTTE , i I/ / I I L5 N56'36'56"E 66.84' C5 12'50'13" 12 55 56 00' o IMPROVEMENT PLANS ��„ I r \ I FOR,CONTNUTATIGN I I' I i / I I L6 N43'46'43"E 90.85' C6 12'S0'13" 1120 SC.00 i 1, I C7 89'53'45" 54.91' 35.00' _ I. \\ ! � I I I m 1/� � I \ i I I �d1 q CENTRAL AVENUE (SR 74) s w 0 STA 3+00-STA 7+00 20 GRAPHICD SCALE Z0 I 2 Know what's b@IOW. ( 1x FEET ) Call before you dig. L ;ten = zo � � �IOp 6� kln /!9 . THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL BENCHMARK:DESIGNATION #3433 AGENCY: RIVERSIDE COUNTY DRAWING NUMBER: MARK REVISIONS APPR. DATE aW TRANSPORTATION COMMISSION. ELEVATION: 1316,96 FEET. MONUMENT CITY OF LAKE ELSINORE i APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE 30 Executive Park,Suite 100 LAWS, AND A PERMIT MAY BE ISSUED.. ,s` �� T 0W Irvine,CA 92614 'oVd NOUg2'o�Q LOCATION: SOUTHWEST CORNER CENTRAL AVENUE AND OAMBERN t 949 296 0450 t 949 296 0479 ¢ AVENUE (DOWN 1.0').AGENCY: NGVD 1929 ® N.. ' p SCALE: DRAWN: STREET IMPROVEMENT �/t �� 5_ 3/18/19 a E,o, 1 z0 NOTED �M PAVEMENT IMPROVEMENT PLAN SHEET 4 OF 1 1 REMON HABIB RCE 83156 DAT� UO N RZAD, RCE o. C46039 DATE �4jf OF C USA! DATE:- CHECKED: CENTRAL AVENUE(SR74) FILE No. ACTING CITY ENGINEER March 11, 2019 JP �9•(3n w ..... ...... ......... .... . r . , .. , ., :.. . . . . . ... . . . . . . ....... ......... N w M r , , : .............. - -- - - ... ,.......,. ._......0" r r ,i- r . m ^ }M. r • : w : : r r - : .-•.; Yf v' ' . : : : : . .: . . . , . . . . . . . : mm;. r�m . w. .. ... w;....N.' . . M: ....... .. .......:.......... .... ..... ... N : :^,: M m' n^. # .. M m ...:...:...:...:..:.......:...:..::... ..:p.....:...:...:...:... .V. __ . ....•'M........ ... . .p,. .Y.. -. � ...,.... .•r2 r. N M . w s w. : ...... .. ..... $ ................ ... r.1._..... ......_ _._._ .. .. p , , ............... �-. .., , ,......,_._..... nw: : : :n v EG �. .................... r , : _ ' . ......... .:........�. ...:. - ...-.:...:...^ . : i : : n ..............:........:...........:.... ....................................................... V... .m M + . .. . ^. m . h + ,'. ^ ..; . .................�.-1. : . o� wa IH. n + m+ m „ ' m g ........ .....:...fY. ....-........... . ra. . : �. . . . . . : : : : oa: + mw�' : wz. w—. I...I........ .. .__ ........... L^,.. . _ .. , , 1............ i ri M .......... ................. - w ' n . M ............ : M. - - .................................. .. ................... v. w ... .. �.Q...... ....................... .......... .. ... M .} ... ................... ............... . 6 ..�� .. w ..., .P�d01N-O,353''RT OF - .� r . : ... ............. ......g... . . . .-....... ' . .. — i . . : . : . : . . . . , vi + M 9 . . ...a............ ........ : : ,.. .. • .:._._.: • ... ....,..... N w .... .:......,.. ..... ..� :.. ... _.M., ��. . . . . . : W . . . z ... ;... ... . . . . . . . . . 7t . : : .:...:...:.. .7 :� . . . . . . . ...i i.. .:......... ... ,.......-. :...:... 1.7 __� : o ......................... ._.._ .._. ......... .. ._..L _.... .... ...... -:... ...... .. : - : : p N .54 :\ro, 1. .,�� .................:......................... '� ..,. . .. ....... - j - - .33x , t . . . . . . . . 54:91'' . . ... {I i ...:.......:.......:......: . ..... .. .. __ - :.... .:....- .: - ....... ... .._:. -- :. . . .. ................... .. . . ... ...... .. ....._:_..............:..... ..,....... ........... : : : : : i i i t i i i i i i i i i i i 1" 2"VERT. 7+00 8+00 9+00 10+00 /� CONSTRUCTION KEY NOTES: / // �,/ f//" ///, `�I\ I I s' / L I ITEM DESCRIPTION I /� // 1/ i ABANDO,f�Y[`D 1 0" WTR NOTE: Q1 CONSTRUCT 6"TO 8"CURB TRANSITION r_- —ABANDONED 10" WTR— — � — — - i/— — - — -ABANDONED 10" WTR 7�— -�- / ALL CONSTRUCTION WITHIN THE CALTRANS RIGHT-OF-WAY SHALL / / CONSTRUCT PCC B'CURB AND GUTTER PER CITY STANDARD 201,SEE DETAIL I / I I A. 10+0 .l CONFORM TO LATEST CALTFLViS STAIVOARDS,SPECIFIp1Tl�V5 AND ON SHEET 7 — \ I I — \ =STA: 10+00 CAMBERN AVE — \ CONSTRUCT NEW ADA CURB RAMP PER CITY STANDARD 214A,SEE DETAIL ON \ 8+� I S43'45'43"1Y 1494.43' I 9+00 \ \ 10+00 \ 10+56 L SHEET 7 I I—\\ — I—� — i{-- I —� I— —� \� — z \ - LEGEND: ® p�gTRj'U�CST'TANDARDS OM & IAL RIVEWAY ASPRO CH WT7 CROSS GUTTER '\ I 3� , I \\ m - \ 2 CONSTRUCT 4'PCC THICK SIDEWALK WITH 2.0%MAXIMUM CROSS SLOPE PER \ , \ 14 , z\\ ,\ I I \ Fn 2 — AC PAVEMENT O5 .� � n �' CITY STANDARD 210,SEE DETAIL ON SHEET 7 rr \'� \`-'�.. "^ Z5 Q� \ R r,' \\ I i3 \\\ "' m PCC PAVEMENT © CONSTRUCT NEW FULL DEPTH PAVEMENT SECTION TO MATCH IXISIING,0.65' a \ 2 N 8 rnN . N �. ;Y K o \ _ < o m N \ 'z I '+S"' + HOT MIX ASPHALT(HAW)TYPE A OVER 1'AGGREGATE BASE(AB)CUSS II. qE1 \ N.O �, o®Vr I� Nb rO N �:.� \ +aV n 8 tV.- \ pp M.tV oo ,7N rMN <M n� �I`l) v;44 .if �� m ONv O ,n< no-iw \ w N -- m-- ,ff \ w� \\ + c:2,:> +.- ^^ M^ ^. I�V M r7 M M M M +ri M M +rn 553,n "'� I 7 SIDEWALK Qj $AWCUT IXISTING PAVEMENT.GRIND AND OVERLAY,IMTCH IXISTING PAVEMENT. Q � \n8m-- mew^ n8w^ .� n� nw-- ^�„ n�.- Few an mnm-- -, `` �\ SEE DETAIL ON SHEET 3 m + T \\ ��\: \.- .'CST \\�,.� \� .\ �., F ,- \. \\\ y �\_ ,\�'� � ��T.��\.\�\ -`` \T�c,\��.T �Y ---- - -_ _--\>> \ .,,.\�. .`'�, N2EA OF WORK O REET LIGHT PER CTIY OF LAKE ELSINORE STD.N0.502 `\ \ 1. \ \ \-. "\ " "'` -� '-D: \\ \ \ \\'\ ._._. \ \ \ 8 INSTALL ST \ \ \\�- \., \ \\\ 7 \ \ �� t4A \ \ \ \\ `11\4 .Gf GAS— CONSTRUCT 36'-DEEP SECTION OF TRUNCATED DOMES PER DETAIL ON SHEET v . v W ~ \\. \\�>\ \.\ \\\\ \\\\\� �i\ \ \\. \ \ \\ \ \ \\ x\ \. \\ \\ \ \ \ \" .._.---- - PROPERTY LINE Q 7 `. \ \ \ \ \ \ \ \ .� \ `' \ \ \ I Uj Hr \ \. \ • \ \ .'\ \ `,R - \ \ \ \ \ \ \ �, .' \ \ \. \ \ \ \� " \ \ P i\' \\ \ \ \ \ — — — — — SAWCUT,GRIND AND OVERLAY - 2 �`�V Av A V A A \ �. \ V� V 6 V A �v A V v v A.> \v \ v A\r' � W V A \ _ \ V A V -A A A A "*\ V.. A. A \ V A A li V. A \ V A �. A \. �r� -- L4 \ v A �V A v A \ R \ v A- A \ v v V �s v A v� v \ \� v Aw A v �! '� ,D-'L... \,': a,\w,.v A`C$.� 1 V A V A A A V�v >'V-1, A V A te, V V ;V A A\..� �`,_ �.� ` �� \ r r` t 1 i ti S K/�_v�v� v vv v. y�v v v A S v Z v. A v v }y v vvv. v�v y C v vv v �� 0 R F ——— — \ 5 < \, \ \ \ \ \ \ \ \ F \\ "a. \ \ \ \ =10+73.32 CAIABERN AVE N C6 L6 \ \ \ \ \ \ , / LINE DATA CURVE DATA a �\un�'n� _ 1314 \ \ \ \ \ 6 \\\ \\ \ \\ \ ^ \\ ( (1317.49TC) m �i \ �'v\\ \ \ '�'` \ \ '\ \" \ \�\ \ \ \ \ \\ \ \\^�,�' L EISTINGG ELCR - LINE`No. BEARING DISTANCE CURVE No. DELTA LENGTH RADIUS I 6-\ ` ��`�\ \ �\ \\�`�\�i, \\ \ \ \\ \ 2 \ "�\ \�\ \ \\\ \ \\ -!" \�_\ Lt N44'07'12"E 63.76' C7 39'35 42" 38.70' 56.00 J \ �\— \ -------�--- y------� 'C\'x� \ \\ \ \ l \ L2 N46'1942"W 26.21' C2 39'0858" 30.06' 44:00' \ \ `\ \`-�J'��` \ \ \ I \\\ \\. 'I +1 - L3 N43'46'43"E 136.84'. C3 89*33,10" 62.52' 4D.00' .� \ \ \- \ '\-.\ \ S\' \ =11+12.35 CAMBERN AVE F — — — 1 _ �,��— , � � � � — 9 3 \ �` 1 \ ��,k\-\\�\ +� 1316.42FS L4 N43'46'43"E 38.64' C4 9"6'15' 39.32' 25.00' > -1 �_ �'' I I ('5 \ \\ \\\\\.�I I L5 N56'36'56"E 66.84' C5 12'50'13" 12.55' 56.00' - I i - - - - - - - - - I �••''" � / ��PL�- _ L I \.. \\I r \ \ \/ U5 N43-46'43"E 90.85' C6 12'50'13" 11.20' 50.00' I 1,' //- FOR�NIIIIUMTION I I I I I \\ I,I I \ �/ ry \ / 11 C7 89'S3'45" 54,91' 35.00' 1 ` I \y I �7 P .RI,.W. � =11+1 .35 CAAIBERN AVE I ' `I,I\\ - ``\\ I I - \ l\I 11 I� \� SEE CAMBE N 51'REET 131 s. 20 GRAPHIC0 SC 10 20 - 1 IW I vf, IMPfOVEMEtT PlhfS kI ��. .0 CENTRAL AVENUE (SR 74) ` �' ' • ® 1 inch = 20 ft. - _ STA 7+00-STA 10+56 K Know what's below. Call before you dig. U'a l9 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL BENCHMARK:DESIGNATION #3433 AGENCY: RIVERSIDE COUNTY DRAWING NUMBER: MARK REVISIONS APPR. DATE APPROPRIATE CONDITIONS OF DEVELOPMENT AND OR CITY AND STATE 30ExecutivePark,Suite100 sou I TRANSPORTATION COMMISSION. ELEVATION: ONCR 6 FEET. MONUMENT CITY OF LAKE ELSINORE � LAWS, AND A PERMIT MAY BE ISSUED. / Irvine,CA 92614 'aNN NOUgr�o�� LOCATION: SOUTHWESTA CORNER CENTRAL VENU AND OA BERN ,�� f� t:9492960450 f.9492960479 AVENUE (DOWN 1.0').AGENCY: NGVD 1929 C' Nc. a6039 SCALE: DRAWN: STREET IMPROVEMENT SHEET 5 OF11 3/18/19 a Exo,12 1 20 * NOTED dM ,PAVEMENT IMPROVEMENT PLAN 5--17—/ R MON HABIB RCE 83156 DATE d0 N RZAD, RCE o. C46039 DATE �4TF OFVC� �� DATE: CHECKED: cEAITRAI.AVENUE(sR74) FILE No. a ACTING CITY ENGINEER I January 28, 2©19 JP � ,-/- %15 9 EROSION CONTROL NOTES -- - - - - - - - - - - - - - - - - - - >- - - - - -ABANDONED y6" WTR- - - - -7- ALL EROSION CONTROL PENIS SHALL BE IN ACCORDANCE WITH CITY OF LAKE ELSINORE ORDINANCE NOS.1237,772,529, 1004,CONSTRUCTION SITE ! i / - BEST MANAGEMENT PRACTICES 5)AND STANDARDS OUTLINED WITHIN THE LAKE ELSINORE DESIGN MANUAL NO GRADING PERMIT SHALL BE ISSUED r .,g-.�__.�_____ WITHOUT WV EROSION CONTROL PtMI APPROVED BY THE CITY ENGINEER. THE EROSK>r!CONTROL PLAN SHALL INCLUDE DETAILS OF PROTECTIVE s- -- ---- �' - �% MEASURES,INCLUDING DESILTING BASINS OR OTHER TEMPOtARY DRAINAGE OR CONTROL MEASURES,OR BOTH,AS MAY BE NECESSARY__� __�..__......��.. � PRO R FROM M EROSION,FLOODING / _ I -4• I - --•�i-- - i�� - I- �\ - I ^:: THE DEPOSITION OF M D OR DEBRIS WHICH MAY ORIGINATE FROM THE SITE ORRESULT FROM SUCH GRADING OPERATIONS.O FL OR \ AIL1 00 ' ___----- _.__..�...__ _____......_._,_ ..,: _____ _-..,.._._,�,_,.__,.._.... ._ { THE FOLLOWING EROSION CONTROL AND NPDES NOTES QBpEQ WITH BLANKS FILLED IN,SHALL BE PLACED ON THE PLANS: \ ,m.=,. ______._.__-_ _ _ _ _� }__--- - I� 1 1, ILL EROSION CONTROL PLANS SHALL BE IN ACCORDANCE WITH CITY OF LAKE ELSINORE ORDINANCE NOS.529,772, 1237,1004, A CONSTRUCTION SITE BEST MANAGEMENT PRACTICES(BMP'S),AND STANDARDS OUTLINED WITHIN THE LAKE ELSINORE DESIGN MANUAL. R \ 2. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR ANY DISCHARGES BY SUBCONTRACTORS. 3. IN CASE OF EMERGENCY,CAL (RESPONSIBLE PERSON)AT ca (24-HOUR PHONE NUMBER). .,, 4. DEVICES TO REDUCE EROSION DAMAGE SHALL NOT BE PLACED MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE QUALIFIED SWPPP � +EC3 DEVELOPER,CITY ENGINEER,OR IN AN EMERGENCY,BY THE PERSON RESPONSIBLE FOR GRADING OPERATIONS. �` \t �` �� '' � ^ 5. AREAS THAT ARE CLEARED AND GRADED SHALL 8E LIMITED TO ONLY THE PORTION OF THE SITE THAT IS NECESSARY FOR CONSTRUCTION.THE \� `• L '♦ \ �� I `"\� 1 a 3 CONSTRUCTION SITE SHALL BE MANAGED TO MINIMIZE THE EXPOSURE TIME OF DISTURBED SOIL AREAS THROUGH PHASING AND SCHEDULING -GAS--!. GAS GAS GAS�•� GAS GAS GAS-�-GAS GAS=_GAS GAS GAS GAS \ GAS GAS--- GAS- GAS - GAS GAS' GAS-1 GAS G '•--G F" OF GRADING AND THE USE OF TEMPORARY AND PERMANENT SOIL STABILIZATION. -- - ------ ---- ----- -------- - ----- - ------ y --'- --- -' � 6. ONCE DISTURBED,GRADED SLOPES EXCEEDING A 3:1 RATIO AND/OR TEN 10 FEET IN HEIGHT(TEMPORARY OR PERMANENT)SHALL BE EC3 '^ !� /� W W STABILIZED IF THEY WILL NOT BE WORKED WITHIN 7 DAYS.DURING THE STORM SEASON,ALL SLOPES SHALL BE STABILIZE 24 HOURS PRIOR STIES SHALL BE REVEGETATED AS AS FEASIBLE AFTER SOIL DISTURBANCE AND WITHIN _ _ _- _„ - r i2 Z Na a ,.'. t. _ ••-_.._._._...-___._ _..--- /"".. _ ---- z - J W7-DAYS OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. y----_ _ _.-- - �. } = h 7. LL SLOPES AT THE TRACT PERIMETER8. THE CONTRACTOR SHALL BE EVENT. EU ST D HAVE RAIN POSTED ON THE SITE TO WARN AGAINST PUBLIC TRESPASS INTO AREAS WHERE R�' 1��.. I �r T (E)RAW .�,.•.•�.-,..... :; :'.:'(E)R�;:.,: .J V WATER IS IMPOUNDED. Sri o _� '`• _- "° __ o _ �� Z - p' 9. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. ��\ `TOs `,� ♦:i v s� .F- y "------------- 1�P ---�,-- 10. PLACEMENT OF DEVICES TO REDUCE EROSION DAMAGE WITHIN THE DEVELOPMENT SHALL BE SHOWN ON THE APPROVED PLAN. •-_. os� ' �p .' •, ()RAW 11. DESILTING FAGLIRES AT AL DRAINAGE INLETS FOR THE GRADED SITE SHALL BE DESIGNED FOR A TWENTY-FIVE(25 YEAR,SIX(6 HOUR \\ \•` STORM INTENSITY.THEY MUST BE DETAILED ON THE PLANS.DESIGN AND SPECIFIC RECOMMENDATIONS SHALL BE SUBMITTED FOR THE ___�___�_�_m______ __ n �s EC 7 : . / �, FOLING: (P) R/W -�'� - -\ °ri _ _ A DESILTING BASIN VOLUME BASED ON GRADIENT AND NATURE OF SOILS. ~� I 1 )THE EXTENT OF ALL GRADED AREAS AND IDENTIFICATION OF ANY TEMPORARY SOIL STABILIZATION MEASURES. C)SIZE OF DESILTING BASIN OUTLET PIPE AND OVERFLOW. - J ( `\i �\ I D)DIKE REQUIREMENTS.SHOW MINIMUM WALL WIDTH,SLOPE OF WALLS PERCENT COMPACTION,ETC. ECS E)OUTLET CONDITIONS FROM THE DESILTING BASIN SHALL NOT EXCEED DOWNSTREAM UMITATIONS,WITH THE EXCEPTION OF OVERFLOW,WHICH IS TO BE DESIGNED TO PROVIDE CAPACITY OF 1.5 TIMES THE MAXIMUM DESIGN FLOW. 12. NECESSARY MATERIALS SHALL BE AVAILABLE ON-SITE AND AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY J' / DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN A 50%CHANCE OR GREATER OF RAIN WITHIN A 48 HOUR PERIOD IS FORECAST FOR LAKE ELSINORE BY THE NATIONAL OCEANIC AND ATMOSPHERIC AGENCY(NOM). \ (P)R/W. J I 13. BMP'S SHALL BE MAINTAINED AND INSPECTED DAILY TO MINIMIZE AND/OR PREVENT THE ENTRAINMENT OF SOIL IN RUNOFF FROM DISTURBED SOIL AREAS ON CONSTRUCTION SITES. ALL REMOVABLE PROTECTIVE EROSION CONTROL DEVICES SHOWN SHALL BE IN PLACE AT THE END OF CENTRAL AVENUE (SR 74) EACH WORKING DAY WHEN THE FOUR NE DAY RAN PROBABILITY FORECAST EXCEEDS FORA'PERCENT(40R). 14. AFTER A RAINSTORM,ALL PROJECT GENERATED SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS,ONSTIE PUBLIC DRAINS AND l� /�M PIPES,DRAINS AND PIPES OF ADJACENT PROPERTIES AND DESILTING BASINS AND THE BASINS PUMPED DRY.ANY GRADED SLOPE BMP'S EROSION CONTROL LEGEND STA 3+YY-STA 7+00 DAMAGEDDURING A RAINSTORM SHALL ALSO BE IMMEDIATELY REPAIRED.FAILURE TO PROVIDE EFFECTIVE MAINTENANCE MAY RESULT IN PENAL - -SF SILT FENCE 15. DISCHARGING OF CONTAMINATED SOILS VIA SURFACE EROSION IS PROHIBITED. A 8+W i 9+W } \ I 16. CONSTRUCTION ACCESS POINTS SHALL BE STABILIZED WITH A COMBINATION OF ROCK AND SHAKER PLATES YEAR-ROUND TO PREVENT i 1- -10+OD \ 10+56 PIA CONSTRUCTION ENTRANCE�/SHAKER TRCK-OUT. ROUTINE STREET SWEEPING SHALL BE PERFORMED ON ALL PAVED STREETS WHERE TRACKING IS OBSERVED. VACUUM ( ) SWEEPERS SHALLBE USED WHEN STREET SWEEPING BECOMES INEFFECTIVE. MATERIAL DELIVERY STORAGE(WM1) i \ ® NPDES/STORM WATER POLLUTION NOTES 1 ` \\ - i `• \ \ SOUD WASTE MANAGEMENT(WM5) 1. FOR PROJECTS THAT REQUIRE COVERAGE UNDER THE GENERA_CONSTRUCTION PERMIT,THE PROPERTY OWNER IS RESPONSIBLE FOR ENSURING HAZARDOUS WASTE MANAGEMENT(WM6) THAT A QUALIFIED SWPPP PRACTITIONER(OSP)AND QUALIFIED SWPPP DEVELOPER(QSD)IMPLEMENT AND MAINTAIN THE SWPPP-APPROVED, PRE-QUALFIED BMP'S FROM THE CALIFORNIA STORM WATER QUALITY ASSOCIATION(CASQA)HANDBOOK/WEBSITE FOR CONSTRUCTION TO ~ ^'� ��,` �`'•,ti �x I N. rcA CONCRETE WASTE MANAGEMENT(WM8) RETAIN SEDIMENTS AND POLLUTANTS OF CONCERN FROM AREAS DISTURBED ONSITE TO THE MAXIMUM EXTENT PRACTICABLE DURING ANY CONSTRUCTIONPHASE OF OPERATIONS. FOR ALL OTHER PROJECTS, E PROPERTY OWNER IS RESPONSIBLE FOR ENSURING THAT BMP'S FOR ❑ SANITARY/SEPTIC WASTE MANAGEMENT(WM9) CONSTRUCTION ARE IMPLEMENTED TO RETAIN SEDIMENTS AND POLUJUANNTS OF CONCERN FROM AREAS DISTURBED ONSITE TO THE MAXIMUM ti s I INCLUDE THOSE SHOWN ON THIS PLAN AS WELL AS ANY ADDITIONAL EROSION F----- --:~ --------- --- ------------- -- DRAWING._ � CONTROL MEASURES DICTATED BY FIELD CONDITIONS TO PREVENT EROSION AND/OR THE INTRODUCTION OF POLLUTANTS INTO EXISTING PUBLIC /- - _._...-._.---.- f.._. ,� N '�d -- -••-- QUALITY ASSOCIATION'S BE_ MANAGEMENT PRACTICES HANDBOOK.CONSTRUCTION. STREETS AND/OR ONTO ADJACENT PROPERTIES DURING ANY PHASE OF CONSTRUCTION. ---�QA8•�-GAS :GAS�- GAS- GAS 'a GAS-�--GAS GAS GAS'-s- GAS GAS �� GAS GAy GAS 19A AS - GAS ;,�.csA `w 2. FOR PROJECTS THAT REQUIRE COVERAGE UNDER THE GENERAL CONSTRUCTION PERMIT,THE STORM WATER POLLUTION PREVENTION PLAN \\ EC3 ~�\ a\� \'` i `f\. \ _ EROSION CONTROL KEY NOTES: �DP(RWQC))B SANTA ANAL R-SITE AND EGION AND/ORE AVAILABLE UPON THE CITY OF WCERELSI OR OF A REPRESENTATIVE OF THE REGIONAL WATER QUALITY CONTROL 1 \ . \ `+ `• - '� ` I ,, ' EC1 STABILIZED CONSTRUCTION ENTRANCE WITH SHAKER CORRUGATED PANEL 3. CONSTRUCTION SITES SHALL BE MANTANED IN SUCH A CONDITION THAT AN ANTICIPATED STORM DOES NOT CARRY WASTES OR POLLUTANTS PER CALTRANS STANDARD PLAN T58 \,; °•`,,, - - - a_-.. \\- I \ /f A OFF THE SITE.DISCHARGES OF MA�Vd.OTHER THAN STORM WATER NON-STORM WATER ARE PROHIBITED EXCEPT AS AUTHORIZED BY AN O CONTRACTOR SHALL DEMOLISH AND REPLACE IN KIND,AS NEEDED, A PERMIT-CONSTRUCTION ACTIVITY. - "-- R/W TEMPORARY CURB AT THE CONSTRUCTION ENTRANCE. ;. .. .. �• ,rr 4. POTENTIAL POLLUTANTS INCLUDE BUTARE NOT LIMITEDTO:SOLID OR LIQUID CHEMICAL FILLS;WASTES FROM PANTS,STAINS,SEALANTS, N Q y/ LIME, PESTICIDES,HERBICIDES,FERTILIZERS,WOOD PRESERVATIVES,AND ASBESTOS FIBERS,PANT FLAKES OR O RAW --; _ \ EC3 i `•.ij } f EC3 GRAVEL BAG BARRIER(SE8)-SEE DETAIL HEREON SOLVENTS.DETERGENTS,GLUES, EC5 '` \ i. STUCCO FRAGMENTS;FUELS,OILS LUBRICANTS,AND HYDRAULIC,RADIATOR OR BATTERY FLUIDS;CONCRETE AND RELATED CUTTING OR CURING ----------•''fir _ ^��' \ ! WASTES FROM ENGINE EQUIPMENT STEAM CLEANING OR CHEMICAL DEGREASING WASTES FROM STREET \ 1�`i f EC4 INSTALL 6'CHAIN-LINK FENCE WITH LOCKABLE GATE AROUND MATERIAL, RESIDUES;FLOATABLE WASTES; / 4. SI SOLID WASTE MANAGEMENT,HAZARDOUS WASTE MANAGEMENT,CONCRETE CLEANING;AND SUPER-CHLORINATED POTABLE WATER FROM LINE FLUSHING AND TESTING.DURING CONSTRUCTION,DISPOSAL OF SUCH ` WASTE MANAGEMENT,AND SANITARY/SEPTIC WASTE MANAGEMENT AREA MATERIALS SHOULD OCCUR IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ON-SITE PHYSICALLY SEPARATED FROM POTENTIAL STORM be WATER RUNOFF,WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL,.STATE AND FEDERAL REQUIREMENTS. .. . .. , + \ �°• '` \ ,f I / -. O STOCKPILE BMPs THROUGHOUT CONSTRUCTION AREA FOR REPLACEMENT 5. RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT CONSTRUCTION SITE AND MUST NOT BE DISCHARGED TO RECEIVING - - -_--- -- 1 EC5 OF DAMAGED BMPs AND/OR CREATION OF EMERGENCY BMPs. WATERS OR THE LOCAL STORM DRAIN SYSTEM. \ i (P)R/W ------ .r�F EC4 \ �k I W a I \ \ I I I } �'� INSTALL CONCRETE WASHOUT FACILITY PER CALTRANS STANDARD PLAN 6. APPROPRIATE BMPS FOR CONSTRUCTION-RELATED MATERIALS,WASTES,SPILLS OR RESIDUES SHALL BE IMPLEMENTED TO ELIMINATE OR �. h N EC6 REDUCE TRANSPORT FROM THE SITE TO STREETS,DRAINAGE FACILITIES,OR ADJOINING PROPERTIES BY WIND OR RUNOFF. m CD i 1 1 �\ f L I T59 7. MATERIAL STORAGE AND STAGING AREAS SHALL BE ESTABLISHED. FUEL TANK,PORTABLE TOILETS,LIQUIDS,GELS AND POWDERS SHALL HAVE S G W 1 j / 1ai \\ I EC7 SILT FENCE SECONDARY CONTAINMENT AND BE STORED AWAY FROM ALL PRIVATE/,PUBLIC STORM WATER CONVEYANCE SYSTEMS,SIDEWALKS, RIGHTS-OF-WAYS AND FLOW-UNES. W z 1 l� I IE '� I N I } 4 � J ECS GRAVEL BAGS-SEE LOCATION,THIS SHEET 8. ALL PORTABLE MIXERS SHALL HAVE PLASTIC LINERS UNDERNEATH WITH GRAVEL BAGS PLACES ON THE DOWN-HILL SIDE OF THE LINERS TO y = I I f �\ x*i I '`i I \ !/ I CONTAIN DISCHARGES. I 9. CONTROLLED STREET WASHING WILL ONLY BE ALLOWED PRIOR TO THE APPLICATION OF ASPHALT SEA_COATS AND ONLY WHEN ALL PERTINENT o V EC7 I \ 1 I "'- \\ / i DRAINAGE INLETS ARE PROTECTED. 10. ALL CONSTRUCTION CONTACTORS AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWARE OF THE REQUIRED BMPS AND GOOD - I I 1 HOUSEKEEPING MEASURES FOR THE PROJECT SITE AND ANY ASSOCIATED CONSTRUCTION STAGING AREAS. 1 I \ \ \ I \ I T i a 11. DISCHARGING CONTAMINATED GROUNDWATER PRODUCED BY DEWATERING GROUNDWATER THAT HAS INFILTRATED INTO THE CONSTRUCTION SITE IS 1 1 \ I I \ I I o PROHIBITED.DISCHARGING NONCONTAMINATEDGROUNDWATER PRODUCED BY DEWATERING ACTIVITIES MAY REQUIRE A NATIONAL POLLUGNT DISCHARGE ELIMINATION SYSTEM(NPDES)PERMIT FROM THE REGIONAL WATER QUALITY CONTROL BOARD. w 12. STORM WATER RUNOFF SHALL NOT BE DIRECTED OVER ANY SLOPES WITHOUT PERMANENT DOWN DRAINS INSTATED. EROSION AND SEDIMENT a CONTROLS INCLUDING MAINTENANCE ARE REQUIRED ON ALL EXPOSED SLOPES UNTIL SUFFICIENT PERMANENT LANDSCAPING HAS BEEN e x ,�� ESTABLISHED 100%SLOPE PROTECTION MUST BE IN PLACE PRIOR TO THE ISSUANCE OF THE FINAL CERTIFICATE OF OCCUPANCY. ix I 1 2 13. VEGETATION CLEARING AND BRUSHING ACTIVITIES SHALL NOT BE INITIATED DURING THE WET SEASON ON ANY SITES WHICH ARE NOT m - T I,�-_. '� i- ADEQUATELY PROTECTED WITH DESILTING BASINS OR OTHER TEMPORARY DRAINAGE OR CONTROL MEASURES. 8 - F 1 - 7)-;,� Y-- 14. STOCKPILES OF SOIL SHALL BE PROPERLY SECURED WITH BMP'S TO EUMINATE OR REDUCE SEDIMENT TRANSPORT FROM THE SITE TO 1 I r GRAVEL BAGS OVERLAP STREETS,DRAINAGE FACILITIES OR ADJACENT PROPERTIES. ONTO CURB 15. STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO ELIMINATE OR REDUCE SEDIMENT TRANSPORT FROM THE SITE TO STREETS, I \ �• I `� I EC5 �, ( DRAINAGE FACILITIES OR ADJACENT PROPERTIES VIA RUNOFF,VEHICLE TRACKING OR WIND. INACTIVE FOR A PERIOD OF 14 DAYS OR MORE SHALL BE COVERED;ACTIVE STOCKPILES SHALL BE COVERED PRIOR TO A FORECASTED RAIN. 16. FOR PROJECT REQUIRING COVERAGE UNDER THE CONSTRUCTION GENERA_PERMIT,SPECIAL ATTENTION SIw1 BE GIVEN TO PREPARATION AND ) / INSTALLATION OF THE RAN EVENT ACTION PLAN(REAP)AS REQUIRED BASED ON SITE RISK LEVEL OR AS MANDATED BY THE SANTA ANA REGIONAL BOARD NPDES PERMIT,GENERAL PERMIT-CONSTRUCTION ACTIVITIES. NOTE: i�11�� I \ EC6 �\ EC1 I i \\ /EC3 `\I" --�- 17. AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY,ALL CONSTRUCTION DEBRIS AND WASTE MATERIALS SHALL BE COLLECTED AND - \ THE CONTRACTOR SHALL MODIFY Tlit EROSION CO OL PLAN AS i \ \\\ \ I J PROPERLY DISPOSED OF IN COVERED TRASH OR COVERED RECYCLE BINS. i NECESSARY CT R SHAN COMPLIANCE WITH STATE J 6ULATIONS. ' - EC3 i \ J I RUNOFF 3 FT(0.9 M)MIN. 18. THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION EUMINATON SYSTEM(NPDES)PERMIT TO REGULATE MUNICIPAL AND INDUSTRIAL \ `i EC7 / �-�� STORM WATER DISCHARGES. .� .t •`\ i y NPDES WDID III DATE WDID ISSUED: -; 19. THE UNDERSIGNED CIVIL ENGINEER,A QUALIFIED QSP AND/OR OSD WILL RENEW PLACEMENT OF EROSION CONTROL AND INSURE THAT WORK i \ EC2 GAP BETWEEN BAGS AS AS S ACTS AS SPILLWAY THREE LAYERS OF GRAVEL BAGS IS IN ACCORDANCE WITH THE APPROVED PLANS. �'•, i WITH ENDS OVERLAPPED - _ 1 ;. I (SIGNATURE)(RCE NO.)(EXP)(DATE) GRAP C SCALE CENTRAL AVENUE (SR 74) 20 0 10 20 E 3GRAVEL BAG DETAIL Know what's below. STA 7+�-STA 10+56 NOT TO SCALE CBII before you dig. 1 inch FM tt) d li/N'f /tq THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL BENCHMARK:DESIGNATION #3433 AGENCY: RIVERSIDE COUNTY DRAWING NUMBER: t MARK REVISIONS APPR. DATE RQt/ TRANSPORTATION COMMISSION. ELEVATION: 1316.96 FEET. MONUMENT CITY OF LAKE ELSINORE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CAT(AND STATE 30 Executive Park,Suite 100 < N NOUq TYPE: FOUND 2" BRASS DISC WITH 10`CONCRETE COLLAR. LAWS, AND A PERMIT MAY BE ISSUED. G bergFar OW Irvine,CA 92614 �o� 29Q�D�, LOCATION: SOUTHWEST CORNER CENTRAL AVENUE AND CAMBERN t 949 296 0450 f:949 296 0479 m AVENUE (DOWN 10). AGENCY: NGVD 1929 g�g No. 46039 SCALE: DRAWN: STREET IMPROVEMENT SHEET 6 OF11 R 3J18/19 . E„a 12 31 20 NOTED JM OFFSITE EROSION CONTROL JO N RZAD, RCE o. C46039 DATE u? CIVIC t`p CENTRAL AVENUE(SR74) FILE NO. REMON HABIB RCE 83156 DATE qrF OF CAu DATE: CHECKED: g ACTING CITY ENGINEER JOIIDOrY 21, ZQt9 JP �. '39 VA/ WVT//=24 MIN., 40'MAX. VA fES 6' i'TRANSITION TO 0"C.F. 2' (UNLESS JOINING ONSIDE CURB) I I WEAKTNEO PLANE JO%N7S A \\VIY SEE NOTE AF7 7RABNE.STON�• 2C R ZO. W'\C.s• ° < to dd 4" 57 Fy TROWEL 3/8 AC7 ] l\ VERTICAL FACE PCC CURB SLds£. /"PER FOOT R/W k (HOT. VARIES 0'-6) SAWCUT _ L/NESXF E NOTE R-6 GRADE mj NOT£ 4�. b• #4 6'SIDEWALK BREAK ` f7 b I. __- -_- 7H o W60 _ ^ ° s££ I ° P° NOTE 17 NOTE/2 `Nr TYPE A-6 OR A-B CURB 4' MAINTAIN STRAIGHT 4' FLOW L/NE 4 A 112'LIP f1 / A" PLAN 2' 2' CURB FACE 5 BEVEL BROOM 5// I�--►h..-ri 95X COMPACTED SUBORAE AS SP£CIF/FD CURB TRANS. FULL HEIGHT TO 0' �2„ h7N/S SLOP£=J/2'PER 1' ON PUNS 5££NOTE {5 A EP7H ROT TD ExcEED 1-1/2' SECTION "A-A" qo" J/4'Coy D JO/Nr so SECTION"C-C" / 12 12 ~Y<" ¢4 LONG-24"0.C. 6U1lER 6' VARIES 6� VAPlf5 1 < W NOTES.- s�Anrc SECTION "A-A RESAR DETAIL I.)CONCRETE SHALL BE CUSS 520-C-2300 P.00.;CURED WITH WHITE PIGMENTED rx- \ - •' s�x CROSS GUTTER s16"uP � CURING CDMPOUNO. ) a[ '✓ ' /01 ' Afl�d(SF CROSS GYJTTER A.C.PAVEMENT 2)ALL EXPOSED CORNERS SHALL BE t7N/SHED W/7H 1/7"RADIUS. R, J..)FINISH SHALL BE l7NE BROOM. e'vcc '°Gc A4G.a/ise • 4.)EXISTING P.C.C.SHALL B£SAWCUT AT WEAKENED PLANE Jaw PRIOR TO REMOVAL. NOTES A)CURBS SHALL HAVE WEAKENED PLANE JOINTS AT!0'/NTERVACS• 7. TYPE ll APPROACH SHAG[BE USED WHEN SIDEWALK/S ADJACENT TO CURB. NOTES PA V/NG DETAILS NG SCOAELNES ALLOWED. y. WEAKENED PLANE JOINT REQUIRED AT CENTERLR/E OF APPROACH,AND AT 1/10 8.)WHEN CURB AND GU77FR IS PLACED BY AN EXTRUSION MACHINE,FINISHING Uff f.)ALL CONCRETE SA/ALL BE CUSS 560-0-3250, CURED WITH WHITE PIGMENTED CURING COMPOUND. MAY gE SA �WDF AN ACCEPTABLE FINISH AND WEAKENED PLANE JOINTS 4 CONCREIr �LA3/A rSNALL HAV£1 P2-DRE BORDER W/ED WIN !TH GROOVES1/4 CURING MW/7H 1/8'RADIUS 2)DIMENSIONS MAY HE INCREASED DEPENDING ON DRAINAGE CONSIDERATIONS. �) A MINIMUM!'DE A.C.PAVEMENT REPAIR PATCH/5 REO(/IAED WHEN CURB AND J..)6"CLASS 2 AGGREGATE BASE SHALL BE PLACED AND COMPACTED TO 95X ARANVE COMPACTION CUJNIM M PLACED ADJACENT E T REPAI A.C.PAVEMENT. 5. X SHALL HAVE A MAXIMUM SLOPE OF 1:12(8.33X),AND A MINIMUM SLOPE OF 1:15(6.87X). UNDER CROSS GU77E7 AND SPANDRELS 6. MAXIMUM GRADE BREAK SHALL SE 3X. 4.)SPANDREL WEAKENED PLANE JOINT LOCATIONS WU BE DETERMINED BY ACCESS RAMP LOCATIONS. 8.)MIN,PERM/SS/BLE GRADE 1.0 X UNLESS APPROVED BY CITY ENGINEER 7• RAMP SURFACE SHALL BE SUP-RESISTANT AND SHALL BE OF CONTRAsnno FLN/SN FROM 5.)A M/N/MUM 1'WIDE A:C.PAVEMENT REPAIR PATCH IS REOIRRED WHEN CROSS GUTTER IS PLACED 9.)SLOP£TOP OF CURB 1/4"PER FOGY TOWARD STREET ADJAENT SIDEWALK(M£O/LIM BROOM FINISH OR EQUIVALENT). ADJACENT TO EXISTING A.C.PAVEMENT. 8. ALL ACCESS RAMPS SHALL BE CONSTRUCTED TO THE MOST CURRENT REQUIREMENTS OF THE AMERICANS 6.)CURB BETWEEN P.R.G S SHAU DE CONSIDERED AS PART OF CROSS CUTTER WITH DISABILITIES AI(ADA)STANDARDS/CAC/FORNlA COOF OF REGIILA77ONS TITLE 24-ACCESS/B/LITY REGUU77ONS.ADJUSTMENTS SMALL BE MADE IN THE FIELD TO ACHIEVE RAMP CONDITIONS. 9. STRUCTURAL SEC77ON COMPACTION PER APPROVED PLANS OR MIN. CALIRANS STANDARDS fNGINEFRfNG a1r O7/09 ENGINEERING am 07/09 ' �0 £NG/NEERING a 07/09 aY �° CITY OF LAKE ELSINORE °"� CITY OF LAKE ELSINORE � � CITY OF LAKE ELSINORE nn er P.w'PAR£D BY PEeI/C M41MJ PAt'RAM'D BY P4N/C MDRKS ,/ RREP.IRfa BY%/8f/L•IttlRh'S CROSS GUTTER "� a�R r.� INTEGRAL CURB AND TYPE 8 201 .L� D 2 COMMERCIAL DRIVEWAY 1188 -` LAYOUT 12091 p» O w GUTTER " °AR APPROACH.' TYPE II Stabilized Construction Entrance/Exit TC-1 1:12(8.33X)MAX. SLOPE I:l5 6 CURB:6 7,(6.67XJ MIN.0 SLAP£7 TO LANO/NG IN. VARIES 5'OR 6'SIDEWALK FLUSH AND AS APPROVED��NO/UPJ P OF RAMP R/ ROLL D N' /NBCOAIM£RC/AL AREAS Crushed aggregate greater than 3"but smaller than 6". 4"MIN. NOMINAL COLD JOINT CURB AND GUTTER Filter fabric COLD JOINT _ SLOPE=J 4'PER FOOT Original rode SECTION "A-A ro" 9COMPCTION 12"Min,unless otherwise 1/2d NT tl TRUNCATED DOME specified by a sate engineer 1 zDETECTABLE E TIS COINS B-B 1124 /2• SECT/ON 'A-A WARNING C-C (TYP. - - Crushed aggregategreater than 3" RIW WEAKENED O O but smaller than 6. �" Corrugated steel panels PU _ _ \�• \ I/4" II !�4 \ �A NE JO/N75 F� R. m SEE OO OO OO g od e 1 GROOVING DETAIL NOTE 10' f0' /O' lO' &C o 8 f0' f0' _ 12"Min, unless otherwise AXENED RIGHT-OF-WAY M OO OO OO 0specified by a soils engineer Filter fabric < JO NT m o 9 a 0 NOTE: NOTES Construct sediment barrier Sediment trapping ` and chonnelize runoff to PP 9 1.)ALL ACCESS RAMPS SHALL BE CONSTRUCTED TO THE MOST CURRENT 77ONS£MEETS-A THE AMERICANS sediment trapping device device WITH DlSAB1U77£S ACT(ADA)SUNDAROS/CAL/F'ORN/A COOS OF RECUUT70N5 TITZ£24-ACCESS/B!L/TY 9 pp'g WEAKEND PUN£JOINTS P.CC.SIDEWALK SCORE LINES BETWEEN o� PLAN TAPERED EDGES R£CULAT/ONS. AO✓USTMEM75 SHALL BE MADE/N THE FIELD TO ACHIEVE RAMP CONO/T/OMS (TYP,) WEAKENED PLANE JOINTS o WHERE`EXPOSED �'\ L-► \ 2.)CONCRETE SHALL E CUSS 520-C-2500, CURED W/TH WHITE PoCNE'NTED CUR/NC COMPOUND. NOTES' A T�. � .61 3.)A LEVEL 4'M10WOM DFP7H LANDING IS RFOUIRED AT 7NE TOP OF THE RAMP OVER TH£LW77RE RAMP 1. THlCK,(M OF SIDEWALK SHALL BE 4"EXCEPT/N DRIVEWAY APRONS WHERE 6"/S REQUIRED n W/DIH. CROSS SLOPE OF UNDID MAY NOT EXCEED/:50(Z.OX). J FOR SINGLE FAMILY RJWDEN77AL DRIVEWAYS,AND 8'IS REWIRED FOR AU OTHERS I I A)X SHALL HAVE A MAXIMUM SLOPE E 1.10(JOX)(6"CURB X=5, 8'CURB X=7"-8'). o NOTE: >I Q' IF THE LANDING/S LESS INAN 4,X SHAD HAVE A MAXIMUM SLOPE OF 1,12(S.33X). 2.)SWWALK SHALL HAVE 1-1/2-Off WEAKENED ELEVATION DETECTABLE WARNING SHALL BE YELLOW ¢ O PUNE JOINTS AT INT£RYALS SHOWN HEREON. JOIN75 SHALL HAVE EDGES WITH 1/8"RADW, CONFORMING TO FS 33538 OF FEDERAL 31 ry /t Corrugated steel panels 5,)CROOVEO BORDER SHALL BE 12` WIDE ALONG THE 70P AND SIDES OF 7ME RAMP AT THE LEVEL STANDARD 595C < A B SURFACE OF 7T2 SIDEWALK. OMIT GROOVES ADJACENT 70 ON-PAVED AREAS. J..)CONCRETE SHAU BE CUSS 520-0-2500, d TRUNCATED DOMES DETAIL ¢I 10'min,or 6.)RAMP SURFACE AND FLARED SIDES SHALL BE SUP-RESISTANT AND SHALL B£OF CDN7RASTRTG CURED WITH WHITE PIGMENTED CURING COMPOUND. p� as ragwred to FINISH FROM ADJACENT SIDEWALK(MEDIUM BROOM FINISH OR EQUIVALENT). a ocoomodate 4.)18"MOISTURE PENCTR4770N REOU/RED PRIOR TO PUCYNG CONCRETE IN SIDEWALK AREA NITS �i 7.J SEE STANDARD PUN 411 FOR CROSSWALK DETAIL. (NON-EXPANSIVE SOIL AS DETERMINED BY SOILS TEST ARE EXEMPT AND REQUIRE ONLY Q a anticipated traffic,whichever 8)THE SLOPES OF THE ROAD, GUTTER, OR ACCESSIBLE ROUTE ADJOINING 7ME CURB RAMP SHALL HOT SURFACE WETN/NG.J v lie.greater. EXCEED/:20(5X)WITHIN 4'OF THE TOP AND BOTTOM OF THE RAMP S)SIDEWALKS SHAD E FORMED/N SUCH A MANNER AS TO MAINTAIN 48'MINIMUM OF w vZFi i DIMENSIONS SHOWN FOR SLOPING PORTIONS OF RAMP MAY VARY DUE TO FIELD CONDITIONS. UNOBSTRUCTED PEESTR/AN WAY AT ALL LOG47/0115, INCLUDING BUT NOT LIMITED TO s`o ELECTROUERS POWER POLES,AND FIAT HYDRANTS w C I or max allowed y si is rn i 50'Typital- 'P�OA' ENGINEERING ..07/09 TOINEERING a.07/09 ' �- (1)Trngthshould'be extended to12timesthediemterof - s7E NA RY CITY OF LAKE ELSINORE #A7E -„ CITY OF LAKE ELSINORE the largest corsnactton vehicle tire. RRrvARtR eY Rr1er✓c waexs P�RARto�'PueNe wrnrrs ® Match (2)On shalt sites length should be the-xint-allowed by site. Existing PLAN �" ACCESS RAMP.' ,ro. -�•-•�' CONTINGUOUS SIDEWALK 210 Grade � nnYR TYPE / 214A 9 Know .what's below. Call before you dig. II AV K/11 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL BENCHMARK:DESIGNATION #3433 AGENCv: RIVERSIDE COUNTY DRAWING NUMBER: I MARK REVISIONS APPR. DATEFE557QyA TRANSPORTATION COMMISSION. ELEVATION: 1316.96 FEET. MONUMENT CITY OF LAKE ELSINORE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE 30 Executive Park,Suite 100 Nou TYPE: FOUND 2" BRASS DISC WITH 10"CONCRETE COLLAR. LAWS, AND A PERMIT MAY BE ISSUED. ,6 bErgFar ow Irvine,CA 92614SpYN RZgp�Y� LOCATION: SOUTHWEST CORNER CENTRAL AVENUE AND CAMBERN 8 t:949 296 0450 f.949 296 0479 ¢ z AVENUE (DOWN 1.0'). AGENCY: NGVD 1929 No. 46039 SCALE: DRAWN: STREET IMPROVEMENT s 3/18/19 a Exa•tz 31 zo * NOTED JM STANDARD PLAN DETAILS SHEET 7 OF 1 1 JO N N RZAD, RCE o. C46039 DATE p CIVIL aye CENTRAL AVENUE(SR74) FILE No. 47E. DATE: October 4, 2018 CHECKED: JP +Q- lyO REMON HABIB RCE 83156 DATE OF CAVY� J. ACTING CITY ENGINEER 1315 1315 1315 1315 1315 1315 1315 1315 1 I I i , I t I , rt- } irt !.1.:. -- _ - a ,i w' - lo I oo :-.; � I ! cyi. r.. _.^. ...fin ^� ,.�.. I , ; ! tLj i o 1310 --- 1310 1310 ,- °i 1310 1310 ^ Ad ! - -- 1340- 1310 - 1310 + ! ± Q �.. . III _. > -.r+- +�t. -!-'. -T NIF ;_ -_1_'-. j ! --tr-" ,_�t" { I,.!._._ +T tip - ;.i_j a L#(�30.73FS� 01... ' ;.I 'S ;_. L ' Ls II i_I L. t tt !. '_--�� t...±..- �F P �- 0 I T �`z I k-- `� ! -- - '' I EG rl 11 i ,- _. : E6 ! _(...2XI : t : : t i,. _ ! _+-+._ I i i r 5 1 1 1305 ! ! ! 5 FG _ ; , 130 305 1305 305 -- FG 1305 1305 t -L.=k1 .$ ): , - , r _ '' --, ;.'._ __.i_ .I 7. _a+1 __�--, -- l._I- -1 SE ONS - 1 - r f- !` " �--t �P i I RIC 1305 ! !SEE ON$ftE t ,G I P i._, , T, GT �• M - J I r i ' r-' , r , t3oo-o . 10; : 20 4o so' o sa s0 1 1300 1300_ 1300 1300 0 1 `j 20 o. : �' 1 1300 13ao a 10 zo 40 50 so Dgo go 1; 1300 3+35.25 3+70.97 3+98.69 4+25.00 1320 1320 1320 1320 1320 1320 1320 20 { I ' I ' I it S ? I , I i f-, i --t �- t I 1 ;1-t iF -I} 1 -!-t- i'I 1315 _ i ' I ' S 1315 1315 - ' ! , � { , ,'.I 1315 1315 z 1315 1315j 1.�..i..L + I ' ! : , i 13 r � �._{__.. ,_1.. � ;. _�{ _�l_ ,.I ;_ . I ; I . J- s l 1 . I : I ... o f L y n! 1 I i �"_ai_ '......_ ._..:._ ,. I - . '__ .._,..... -'_.,._ �'_-:- L--tl_-.�11 �.I ,_ -._ ..L _. - -1.._I__I_ - .-• -__..._ � _ .b,:, I� ! , I ow ! t r-� IEL 1§!0,3 TC' I.! SQ•11 3 ! i� - _ ; ; .... ,_ -)^, 1.art .__ .- -.1_- -',-4- +-!.__ ,-.�..-.. ! a ''..o a : i ! t. - " - - {390,:1 NS 1310 - _ :.,_', awl 1310 1 , `' ` 1316 1310 10 ! ! , ! � , : „ ! 1310 , , , n. 1310 1310 a-%, I � I I i 13 I , I ) , T - 1 5 , 1 - �. I ., FG $E ONS , . : 1 ! :; IF(}t ,. r� I 40. 80 : : 0 80 901 40 50 60 +. -' t r t 1 -0 10 20 40: a0 0 80 90 .,1 1305 13M 1305 1305 0 90' 1 !1 0 `1 0 1305 1305_0 10 20. 4- 50. ,80 80 90 1 1 0 120 1 4+50.00 4+62.44 5+02.20 5+25.00 1320 ; , _ 1320 1320 1320 1320 . , 1320 1320 , - ! , 20 ; 1 J ! -� J f L_ ! ! A 1I k; , ._ ....R/W.. F..T- t _I. -r -./ ._ .-r ..,_,._ --! _ ._-! + t --- - ,-,-- � -�-I- _J_. - r r -i I. t?.T.. 1315 _ rn 1315 1315 - 1315 1315 g o 4 1315 1315 � _! ! i 15 ' �"I^ ! r 4,5 I 1 , _of .+--F. F.. _ ..t,_ FFSET. 11.i I I ; I`�y 1 I ! ,�( `°.nl -, t I : ', � �+.n:- -, , �1.._I ! i ( - I �� I ! (• ' ; �2� I � aJ '' !..i_ =131 .39TC if it% 1310 ' , 1310 1310 I - 1310 1310 1310 1310 ' yE I - - I ! -1; -tom { *1- }!.; , 1 "�` I P ; ,..fi I.. , ! t 1 I 1 ( ; ! r!fi �+ _..._.. 1. a- - - _ - - I 1 ..) I r !i ! I , 0 :57 I t. ! : ? ! „ i r �- r-. , ! f.�. ! ! .r { t ! .� I F EL=1369.M1 P. ! { ! ! i..� I _. �(L - o ri ± ; fit! 1305_0 10 20 30 40 0 60 0 80 90i !1 1 0 1 0 1305 1305_0 10 20 40 50 80 0 80 g0 :.,,1 1305 1305_0 _I 1 20 30 40 50 80 0 80 90 1 1305 1305_0 10 20 a 50 60! 0 Ba 90 11 1305 5+38.16 5+63.16 5+75.00 6'�•� 13M I 1320 1320 - 1320 1320 1320 - it T,.. r T ! b I o 1315 1315. 1315 n 1315 1315 d ..M ! 1315 - r - tPi I - t1 7-1 ' :-.t p --._ �.._y , 1--- rt�. 4 _ o EG EjG' 11310 1310 1310 1310 I : 1310 1310 E _ -i ! ! 6-_ 1 n -�- -r i I i ! ' ' I F! # S ,dNQE ! I � tl ' i ( I INGI I ' I I ' G INGI LAN .-i, I *, ---! I ' '� I L' ,.. , + ! 1 __ -' --- - ) + 1 t' I r� t , J 1305 1305 1305 1305 1305 I 1305 g -0 10 20 40 0 60 0 80 90 1 -10 10 20 30 40 50 60 0 80 90 1 0 10 20 30 40 50 60 0 80 90 1 - 4 ! l KnowwhafsbeloW. 6+25.00 6+50.00 6+75.00 ABLE: Call before you dig. �06 V H111 10/ HVERTORIZ 1=4' THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL BENCHMARK:DESIGNATION #3433 AGENCY: RIVERSIDE COUNTY DRAWING NUMBER: MARK REVISIONS APPR. DATE 4ESS1 TRANSPORTATION COMMISSION. ELEVATION: 1316.96 FEET. MONUMENT CITY OF LAKE ELSINORE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE �p 30 Executive Park,Suite 100TYPE: FOUND 2" LAWS, AND A PERMIT MAY BE ISSUED. ,�r YGrgFa oW Irvine,CA 92614o�,d NOUgl9 LOCATION: SOUTHWEST CORNER CENTRAL AVENUE AND COLLAR.MBERN - t:949 296 0450 t 949 296 0479 AVENUE (DOWN 1.0'). AGENCY: NGVD 1929 SCALE: DRAWN: STREET IMPROVEMENT SHEET 8 OF 1 1 3118/19 � EXD•12 31 20 * NOTED JM STREET SECTIONS a JO RZAD, RCE o. C46039 DATE ��rF v1��a�` DATE: CHECKED: CENTRAL AVENUEiSR74) FILE No. N REMON HABIB RCE 83156 DATE - OF CAU ACTING CITY ENGINEER January 28, 2019 JP ,q.I41. 1320 1320 1325 1325 1325 1325 L I W �� 4 r ! r {� �. - �. - - I .. �? Ir it I 1315 ', I 1315 1320 1320 1320 Po _ 1320 � _ . . o . I n II I + ow2. li 0% id- 1310 1310 1315 n 1315 1315 - 1315 GI G,T 1 I lel � + r 1 sn GREA 1305 SEE a 1305 1310 1310 1310 1310 -0 '10 20 1050 60 080 90 1 -0 10 20 30 40 50 60 0 80901 -0 0 10 20 30 40 50 !60 0 80 901 0 _ 7+00.00 7+38.63 7+51.08 1325 1325 1325 1325 1325 1325 1325 25 , I i I I ! I ' 1._ i. __i._.} i , i � ' I Ij f I I � { _.... _. _ _a_" 7 + ! I r! t, I r a+. . { _.._{-, ._,.t._..-a.�}_ ;..._.. .. . ..,. r_{.._.,:- , •r..��...q.. .'.._r t- _1_ --t - ! r � 1 ! I : I , tRI rf it i I ! 11 t�� EI R 1320 ! { f - --- - 1320 1320 1320 1320 1320 1320 1320 II -:-I � �t o� _1. -i-..;gib....-+_ d__..-,., F..j._( :. '..__ I , 1 i.'� , ; ! i j _ i I �,a �,� ._._ _. '- _.� _i it N �,_.',- t - + r{. �, I : - � n ! ! _t Q'• _I_:ahi _:)... .'_.__ o w ,� I _ w �_J_ I - �----- ._�-.. ..a. _ : !w : 1315 I — - ' ', :, 1315 1315 I Iw 1315 1315 1315 1315 15 i , -� : , _ ! SEA 0 SITE F�._I_-.._rEG. --i-: r _._: :- „_,..... .,_..r..�. ,-}. ,.._._.: �'-I_ }_.....F. �+ - __ - FIG J i +. ..r i �T.. ,-! I t �� 13 FG ; f f I r SEk`4 Sfi� ! ! ! SEE NSITE ! { ING PIAN- I ! t I $E I t' 7 . -r.L. 1- P.l}4N 1: .GW1'N PyA�I....; ''._. _ .1 i. .'_ ...._L.i_J 1--r T'- , { T 1• 1 10 I ' ' ! I I ! I ii i I 1310 0i 10, 20 30 40 5 } 1310 1310 ! ! { i ' " ' ' ' I ` 1310 1310 -- 1310 1310 I ! ! 3 0 60 0 80 90 1 -0 10 20 a0 50 60 0 80 90 1 -0 10 20 30 40 50 60 0 &1 90 'i -0 11 20 40 50 60 0 80 90 1 1 7+75.00 8+16.25 8+27.36 8+50.00 1325 1325 1325 1325 1325 1325 - - - � I t N; o 1320 1320 -'CL R t f r _ n . 1320 1320 1320 0 4 _,._r 1a` 1320 I t=. M _.i_) "�' 1.__i.�._ -1-_ :_._ ... I : I 1 d, I i r: ,t r I I 20� IJ 1315 �, ' - + 1315 1315 � ( G .�,,. 1315 1315 EG 0 1 .. ! ECy r 1� _ T. _� FG 6 E $RE _ - m b PtA�i rj_... -0 s--_ i. : t RAOIhr�G PIAV - - C IN s { + j 1� }_ 1 i +. _ 11 1 L T I t ( q 1310_0 10 20 0 40 50 60 70 BO 90 100 1310 1310_0 10 20 40 50 60 70 BO 90 1 1310 1310_0 10 ZO 40 50 60 0 80 90 1 0 1310 a a 8+75.00 94-00.00 9+18.20 Y� s 8 y • 4 0 Zy'i Know what's below. 20 Call before you dig. VV b 6V y/11 /11 NVMTORIZ r=4' vERr 1'=a' THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL BENCHMARK:DESIGNATION #3433 AGENCY: RIVERSIDE COUNTY �� DRAWING NUMBER: } MARK REVISIONS APPR. DATE +AI4 TRANSPORTATION COMMISSION. ELEVATION: 1316.96 FEET. MONUMENT CITY I OF LAKE ELSINORE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE 30 Executive Park,Suite 100 ��9TYPE: FOUND 2" BRASS DISC WITH 10" CONCRETE LAWS, AND A PERMIT MAY BE ISSUED. ,0 berdq Irvine,CA 92614 C��N NOUgl90�y LOCATION: SOUTHWEST CORNER CENTRAL AVENUE AND OCAMBERN t:949 296 0450 f:949 296 0479 AVENUE (DOWN 1.0'). AGENCY: NGVD 1929 c '' / pE• *�°'� SCALE: DRAWN: STREET IMPROVEMENT SHEET 9 of 11 3n8/19 Exp,12 31 20 NOTED JM STREET SECTIONS FILE No. REMON HABIB RCE 6315s DATE JO N RZAD, RCE o. C46039 DATE J?4TF C vl V a\! DATE: - CHECKED: - CENTRAL AVENUE(S874) ACTING CITY ENGINEER JOnUOfY ZH, 2019 JP `q_ 0 4.j J. CAMBERN AVE I SANDBLAST EXISTING PAVEMENT ARROW INSTALL TYPE IV MARKINGS I ARROW (TYP.) INSTALL TYPE VII ARROW (TYP.) i i i INSTALL TYPE VII ARROW (TYP.) CENTRAL AVE (SR-74) R61-7(CA) R R4=7c p R26(CA) P 0M4-3 N R3-7 P R61-5(CA) N OM1-3 i SANDBLAST EXISTING R1-1 P ("\R3-7 P R2-1(45) P z115 27BPAVEMENT ARROW n75 200' MARKINGS 3t200' z INSTALL TYPE IV iW4-7 P ARROW (TYP.) INSTALL TYPE IV 12 50'--------------- -------------------------------------------------_� ____________________=== -� ,� ------------------------------- -- -' --- -- __1- - OW 40 ill'WHITE 646'716-73 1 - - - - - - - - - - - - - - - - 22 A 25' O/C _ - - - - - X`� - - - - - - - - - - - - - - - - EX RAISE 12' �' (12') - - - - - - - - - - d - - - - - - - - - - - - - - - MEDIAW - - - 7=1427' 12' 4' WHITE R=50' (12') n -' - - - - - - - i - - - - - - - - t=75= - 12' L= (12') 405 37 50' (TYP 78' 2+50 3+00 4+00 ��—„5+00____ ______ ___________6+00• ----------- 7+00 8+009+001 10+DO 1�56 (12') _ -�---------vr'�' - _- _ �� -I R- 2___ �_------------ --------------___-----__ -----""---"___-_-' _ __ �_ =___ _'_'_ 15 -SANDBLAST EXISTING 12' 13' MERGIWG ARROWS - - - - - - - - - i2. - - - APER_55o1-0-_ �2 - -_ - "-WHITE-- (12') -� L 74 -- - - - 12'BUS STO R - - - 12 50 WHITE LIMIT LINE _ aO' T _ 12' 12' 220' TRPEI� 55:1 12' 196' 38 12' 6" (14') - - - - - - - - - - - - - - (TYP.) - _ 92' 38 - - - - - TE---- - ---------------------------------- -----L--------------- R=40' 14' 132' TAPER 55:1 T 18' 20' 12" WHITE /: CROSSWALK R Wg-1 W4_2 R TYPE VI ARROW 12' IMIT LIN SANDBLAST EXISTING 95• 12 Ni�109' 38 20' 10' t PAVEMENT ARROW N W74(CA) (TYP.) D3-1 RL 213' 27B R=55' / x MARKINGS W73A(CA)❑N — — — — R-40, \ i RL — — L-1 —— — — — — 79' 27B 278 / W3-312" WHITE i' N R3-7 _ _ L=31' ; 12" WHITE x 6" WHITE 12" WHITE N R3-7 r R/W`, �2, 0/C— — — —90, �-�_ _ 50' (TYP.) 325' RLR2-1(55) ; R/W 25' 0/C 17' 27B I R3-7 N INSTALL TYPE IV N R1-1 INSTALL TYPE IV 14'14' 1 tZ'14' I G28-2( A) RL 6" WHIT x ARROW (TYP.) 12" WHITE LADDER I ARROW (TYP.) CROSSWALK 10' WIDE I INSTALL PAVEMENT MARKING 50' (TYP. I 38 + II I PER LAKE ELISNOPJJ STD PLA 410. 9 22 POSTED SPEED LIMIT: 55 MPH MATCHLINE - SEE SHEET 10* *PER SEPARATE PLAN OF STREET IMPROVEMENT PLANS FOR: CAMBERN AVENUE & THIRD STREET SHEET 10. NOTES: 01 CONTRACTOR SHALL REMOVE, BY SANDBLASTING, EXISTING STRIPING CONFLICTING WITH PROPOSED STRIPING LIMITS AS INDICATED ON THIS SHEET HEREON. 2. ALL STRIPING AND PAVEMENT LEGEND STANDARDS AND SPECIFICATIONS SHOULD FOLLOW CITY OF LAKE ELSINORE STD SIGNS LEGEND: 405B, CA MUTCD 2014 REV. 3, AND THE LATEST CALTRANS STANDARD PLANS. 1FOR SPEED RIGHT LANE �p� N4 J-I rn Ave 74 STOP 55 MUsr 03-1 TURN RIGHT . ONLY LEGEND: VAR.'X12" G28-2(CA) 1?2-1 R3-7 R61-5 ® 21'X18" OMi-3 R1-1 36'X48 36"X36" 36'x30 " " TRAFFIC STRIPE DETAIL NUMBER OR AS NOTED TO BE INSTALLED. 24':Y24" 30'X30" FP] IN PLACE �N FURNISH AND INSTALL SIGNS) ON NEW POST THRU As INDICATED.® N , RIGHT LANE TRAFFIC REMOVE AND SALVAGE EXISTING SIGN(S) TO CITY YARD. TURNS RIGHT MERGE RL RELOCATE SIGN(S) AS INDICATED. PROVIDE R6-1 AHEAD LEFT MINIMUM 48" CLEARANCE AT ALL SIDEWALKS. 54'X18" <$> 15 R4-7 36'X48" W3-3 W75A(CA1 W74(CA) 40' 20' C, 40' 80, Know what's below. 48'X48 48'X48' 48'X48" GRAPHIC SCALE 1" = 40' Call before you dig. NOI Note: For reduced sized prints, original scale is in inches THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL BENCHMARK:DEsmNxnON#34m AGENCY. RIVERSIDE COUNTY owrhNl raA10m MARK REVISIONS APPR. DATE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE e P S O M A S o ROFESS/o TYPE. FOUND COMMISSION. ELEVATION: 1318.9E FEET. NopA1MENr CITY OF LAKE ELSINORE � O TYPE: FOUND 2'BRASS DISC WIN 10'CONCRETE COLLAR. LAWS,AND A PERMIT MAY BE ISSUED. �� F NAFTy LOCATION:SOUTHWEST CORNER CENTRAL AVENUE AND CAMBERN 1500 IOWA AVENUE, SUITE 210 RIVERSIDE, CA 92507 AVENUE(DOWN 1.07.AGENCY:NGVD 1929 (951) 787-8421 WWW.PSOMAS.COM w �, SIGNING&STRIPING 0.64286 SCALE: DRAWN: EL PLAN SHEET OF12 l 2 oIv ` CHECKED:-13-20 2 4 2019 P 1" = 40' CENTRAL AVENUE(SR74) FILE No. FletA9T e� ° ��M�' DATEDATEARIEF , RCE No. C64286 GATE F of ca �F° DATE: 2/4/2019 AN CANNiERN AVENUE TO 650'WEST `A-1,1 �1 CONDUCTOR SCHEDULE POLE AND EQUIPMENT SCHEDULE AWG OR io4I6U STANDARD VEH STG MTG PED APS* LUMINAIRE RSNS LOCATION CABLE POLE 1 2 3 4 5 6 7 8 ro of CURWA '� x I NO. SIGNAL A A zL A A A ® I TYPE SIG. M.A. LUM M.A. MAST ARM POLE MTG 0 ARROW LED LEGEND A B Y 8 - - - - - - 1 1 A m a RC qg A 61-5-100 60' 15' 2MAS SV-1-T SP-1-T - - 166W(N) CAMBERN EXISTING C - - - - - 1 1 1 ,�V B 1-A - - - TV-2-T(N) - 6(N) - - - EXISTING D - - - - 1 1 1 1 0.CR o No AB I © 26-4-100(N) 40'(N) 15'(N) 2MAS(N) SV-1-T(N) SP-1-T(N) 6(N)�- 166W(N) SR-74(R) 11.5 4' 12 SCC E 2 2 2 2 - - - 2 04 F - 1 1 1 - - - 1 D 1-A - - - TV-2-T SP-1-T 8(N) - - - EXISTING H - - 1 1 - - - 1 POLE LOCATION DETAIL pg OE 26-4-1 00 45' 1 5' 2MAS SV-1-T(N) SP-1-T B(N)- 1 66W(N) CAMBERN EXISTING TOTAL 2 3 4 5 1 2 3 9 NO SCALE RC I i qg O 1-A - - - TV-2-T SP-1-T 2(N) - - EXISTING © 26-4-100(N) 4O'(N) 15'(N) MAS(N) SV-1-_T(N) 2(N) - 166W(N) SR-74(R) 15' 4' C - - - - - 1 1 1 I I ® I OH 1-A(N) - - - TV-2-T(R) SP-1-T(R) - - - - 15' 5' D - - - - 1 1 1 1 I I 3 SCC E 1 1 1 1 - - - 1 I ii SIGNAL EQUIPMENT IS EXISTING UNLESS SHOWN AS (N)=NEW OR (R)=RELOCATED. - 1 1 1 - - - 1 R 42 ALL PEDESTRIAN SIGNAL HEADS SHALL BE LED COUNTDOWN TYPE. F G1 ) II I` *POLARA 2-WIRE ACCESSIBLE PEDESTRIAN SIGNALS (APS) OR CITY APPROVED EQUAL. APS CONFIGURATOR TO BE H - - - 1 - - - 1 OY 02 "I FURNISHED IN CONTROLLER CABINET. TOTAL 1 2 3 4 1 2 3 8 LUMINAIRES 2 2 2 2 - 2 2 - O 02 (TYP.) AS I SIGNS LEGEND: #10 GROUND & TEST CONDUIT 1 1 1 1 - 1 1 - EX. 2"C, II TOTAL 3 3 3 1 3 - 3 1 3 - . 03 OLA 2#6 X0 #8 GROUND & TEST CONDUIT 1 1 1 1 1 1 1 1 RC I cM�IIo BELDEN VIDEO AND POWER CABLE 1 1 2 2 - 1 1 4 4 03 OLA 6 c CB SC EX. 1.5"C, 7 II R9-3 R9-3a R3-4 OPTICOM CABLE 1 1 2 2 - 1 1 4 DETAIL "A" SIC 6 8 2 i I R73-5(CA) (NO SCALE) PAIR #20 TO C SIC 6 PAIR #20 - - - - - - - 1 3 CENTRAL AVE 2 A �`-' CONDUIT SIZE 2.5'4"(N)4"(N 4"(N 3" 3" 3.5"2-4" & DEXTER AVE A B cd F- r - ' S PERCENT FILL W 21.310.8 15.518.9 8.0 17.016.3 24.4 A A 405' FROM ALL CONDUCTORS SHALL BE NEW. 6P%' AS EX. 2"C CROSSWALK ALL CONDUITS ARE EXISTING UNLESS SPECIFIED. (N) = NEW. __ __ __________ __>- 8 O q EX.2" AS NOTES: (THIS SHEET ONLY) _;,,� _ i 12„ �6 - 12'° 6P woo Rc Rc Rc 7 R9-3A ' - ------- Q1 FURNISH AND INSTALL MAST ARM MOUNTED CENTRAL AVE (SR-74) - _ 30" _ ____ - _ _ _ R S N S R L - ------------ ---I- VANTAGE VANTAGE VECTOR HYBRID OR APPROVED EQUAL n' ' — — — — — �--- T - - iv ---__-- VIDEO DETECTION CAMERA AS SHOWN. CONTRACTOR _ _ _ AS R3-4 __ _- - = = v , SHALL FURNISH AND INSTALL APPURTENANT VIDEO _ _ _ - iv 4 �---LJ _ 30" SD -- Ag EQUIPMENT IN CONTROLLER CABINET TO MAKE AN - - - - /I iv OPERABLE SYSTEM. ANDONED 10" WT - - - - ��06 -woo - BA W I K4L (TYP.)AB iv I AB - � - (6J2U)_ AB iv R3-4 �2 REMOVE AND SALVAGE EXISTING PEDESTRIAN PUSH -=_====�==-= 0 --woa woa wo wo0 ABA 'DO ED� 10" R woo � I �- BUTTON. FURNISH AND INSTALL ACCESSIBLE _ ( _- - - - - - PEDESTRIAN SIGNAL (APS) PER CALTRANS STD AS _'_j- _� �1 N 1I1L 1I1U PLAN ESP ES-5C, DETAIL A. ____:--_-- --_----- - - - - - - _ - - - _ Cj to Ln �3 REMOVE EXISTING SIGNAL APPURTENANT EQUIPMENTIvCLd_ ® -` - _ - - T-' R73-5(CA) STANDARD AND FOUNDATION COMPLETE. INSTALL IvAS TYP.) ^ NEW POLE STANDARD ON NEW FOUNDATION �j a I i ( 1 COMPLETE WITH EQUIPMENT PER POLE SCHEDULE. "_^' --- --- _ _ l to N N - - - - - - - - 2I2L 0 - - - - - - - - - ®REMOVE AND SALVAGE ONE VEHICLE HEAD AND rn AB \ �� ' RC RLRSNSI DETAIL 7 c RELOCATE ONE EXISTING VEHICLE INDICATION svo s0 s SIGN ___ (LEFT ARROWS) TO NEW POLE. f62+®�A _ —__� �- - --s - � v0- -590 —st�`S �d0— - ` sv 3 svo_ v0 s ------------- �5 FURNISH AND INSTALL NEW SIGN AS INDICATED. 6" AS \ (TYP')AB / 2 A -} 118P OE ©PROTECT IN PLACE EXISTING TRAFFIC SIGNAL CABINET O\— _ _ 2I4L AS 1 NOTES: (THIS SHEET ONLY CONT'D} AND EQUIPMENT. FURNISH AND INSTALL SMARTGATE - -- �� ----- -- 2+OLA -� F 9. CONTRACTOR SHALL POTHOLE ALL NEW POLE AND EDGECONNECT MODULES AND ALL !: EX RW� 6ETAIL "A" g i I APPURTENANCES TO PROVIDE A FULLY FUNCTIONAL q LOCATIONS FOR UTILITY CONFLICTS PRIOR TO k ORDERING TRAFFIC SIGNAL POLES AND MAST ARMS. SYSTEM. RAA - � w RC N I i( CB SC REMOVE AND SALVAGE EXISTING LUMINAIRE FROM FURNISH AND INSTALL TENON ON THE MAST ARM FOR FUTURE ❑7 - - - - x USE. FURNISH AND INSTALL RAIN-TIGHT CAP. SIGNAL POLE. FURNISH AND INSTALL NEW 166W LED 05' FROM �� LUMINAIRE AND APPURTENANT EQUIPMENT TO PROVIDE CROSSWAL PROP RW� O2�2P \� 8J6L2 1 EX RW LEGEND: (THIS SHEET ONLY) A FULLY FUNCTIONAL SYSTEM. 3 G 1 I �A PROTECT IN PLACE. 1 8-NEW PULL BOXES SHALL BE #6 POLYMER CONCRETE 2 I I A6 PER CALTRANS STD. PLAN UNLESS OTHERWISE NOTED. A® ABANDON. IF APPLIED TO CONDUIT, REMOVE CONDUCTORS. EXISTING PHASE DIAGRAM PROPOSED PHASE DIAGRAM 15 R9-3 a I i rn I i I � © INSTALL CONDUIT TO EXISTING PULL BOX., R EQUIPMENT TO BE REMOVED AND BECOME PROPERTY OF THE a_- Q W a) RC x CONTRACTOR. I f LA ' Z I ' M AS I J ® REMOVE AND RELOCATE EQUIPMENT AS INDICATED. 3. 01 02 03 �4 �1 �2 03 04 W I � I I � I � i � V)) � SPLICE NEW TO EXISTING CONDUCTORS. _ m N } ® REMOVE AND SALVAGE EQUIPMENT TO CITY YARD. + __J i 8 pf I/ 8J6U 20 10 0' 20 40 Know what's below. 57' / ' 0' Cali before OU di y GRAPHIC SCALE 1" = 20' V 9 S�5 S�6 O7 08 �5 �6 �7 �8 Na AVERAGE INTERSECTION ILLUMINATION MAINTAINED = 1 .37 Note: For reduced sized prints, original scale is in inches THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED SY' SEAL BENCHMARK:DESIcwA11ON/3433 AGENCY:RIVERSIDE COUNTY nvwaNueue MARK REVISIONS APPR. DATE s i TRANSPORTATION COMMISSION.ELEVATION: 1316.96 FEET.MONUMENT CITY OF LAKE ELSINORE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE CORNEREST LAWS, AND A PERMIT MAY BE ISSUED. P S O M A S FF NgFr( TYPE FOUND 2"BRASS Disc CENTRAL to'CONCRETE CAMBERN 1500 IOWA AVENUE, SUITE 210 RIVERSIDE, CA 92507 Q4- q� SULOCATI (DOWN AGENCY- GVID 1929 AVENUE AND CAMBERN 11 (951) 787-8421 WWW.PSOMAS.COM w TRAFFIC SIGNAL No.64286 m SCALE: DRAWN: - MODIFICATION PLAN SHEET OF12 EL f 2-13-2ol�j 2/4/2019 * c)v 1� DATE - 20 CHECKED: CENTRAL AVENUE(SR74) FILE No. Pym�� 5' DATE ARIEF , RCE No. C64286 DATE of cA�E 2/4/2019 AN &CAMBERN AVENUE -------- o -------- ____------------------------- ----------- ------- ----------- n,l F, ---------- ------------ ------------ --------- -------- ----------- 12*--�112" .2'V—!L— 12W--L12'V 12"W 12" 1"W... —---------------- NTMAL AVLINUC: —ABANDONED 10" WTR— qOG HOG HOG HOG NOG HOG HOG hoc HOG HOG HOG HOO —ABANDONED 10" WTR—HOG --HOO —V400 —Y40G —NOO HOG —HOG —ABAND( ---------------------- ------------- - ---------------------------------------------�a--------- ------------------------------------------------------- --- --------------------------------------------- ---- ---------- ---- -------- ------------ ------ --------2-------m---a---------------- ---a 9 2--------m------" o ----------------------------- ID 0 s"O S` svo 6" GAS SV9 S 0 SVO Sv SVO SV 0 SVO SVO SVOI: SvO SV0 SV0 SvSi �6'S)v`GAS------S*a- Sv # .............. JL CONSTRUCTION LEGEND REFERENCE NOTES SCHEDULE GROUND COVERS CODE OTY SYMBOL DESCRIPTION Q FY DETAIL RL 5,038 sf Rock Blanket Install, per Detail below ROCK BLANKET CONTRACTOR To INSTALL COBBLE, 6--9" LENGTH PER DETAIL BELOW, WHERE INDICATED ON PLAN. COBBLE TYPE TO BE "MEXICAN BEACH PEBBLE — MIX" FROM SOUTHWEST BOULDER & STONE OR APPROVED EQUAL. 11/4"(Max)SEPARATION BETWEEN EXPOSED ROCK SURFACES AFTER ROCK (FLATTEST SIDE UP) V MORTAR IS APPLIED EMBED 50%TO 80%IN CONCRETE I'(Max)SEPARATION BETWEEN THE TOP OF ADJACENT ROCK SURFACES 1" Min, 11/2"Max BETWEEN THE TOP OF ROCK SURFACE AND TOP OF MORTAR 6 Min TOP OF Exist CONCRETE MORTAR 6' (Min) PAVEMENT, CURB 1/2"R Typ �8AND ED E CONCRETE AND EDGE varies OR DIKE 1"Typ T �7,� Exist GRADE =I II —I I III I IIHIIII �II II_ IIII—II II II II II Il` II II II II_II II III COMPACTED SUBGRADE 1"(Min)CONCRETE BASE SECTION ROCK BLANKET GRAPHIC SCALE 1. 20 1 Know what's below. DETAIL—FILE IN FEET I i—h= 20 rt.Call before you dig. ROCK BLANKET DETAIL MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL DSCAPI� BENCHMARK: CITY OF LAKE ELSINORE DRAWING NUMBER: APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE 0 Executive Park,Suite 100 ET C, LAWS AND HAVE BEEN FOUND ACCEPTABLE f0reenbergForrow Irvine,CA 92614 t:949 296 0450 f.949 296 0479 L 1 mo Ign.ere SCALE: DRAWN: STREET IMPROVEMENT SHEET 12 OF1 2 5/13/2019 — AS NOTED K LS MEDIAN LANDSCAPE PLAN KEN A. SEUMALO, RICE No. 56915 DATE KURT KOETHER, PLA No. 5557 DATE Cror CA�\1 ENGINEER o DATE: CHECKED: CENTRAL AVENUE(SR 74) FILE No. CITY OF LAKE ELSINORE 05/13/19 KK