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HomeMy WebLinkAboutFinal Plans Lake Elsinore Spring Street Urban Greening Civil PROJECT DIRECTORY SHEET INDEX CITY OF LAKE ELSINORE MONUMENTATION /SURVEY NOTES: OWNER DWG.NO. DRAWING TITLE THE CONTRACTOR SHALL BE RESPONSIBLE FOR SURVEY MONUMENTS AND/OR VERTICAL CONTROL CITY OF LAKE ELSINORE TS-1.0 TITLE SHEET 1 SHEET BENCHMARKS WHICH ARE DISTURBED OR DESTROYED BY CONSTRUCTION.A LICENSED LAND 130 SOUTH MAIN STREET C-01 GENERAL NOTES SURVEYOR OR LICENSED CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING IN THE STATE . LAKE ELSINORE,CA 92530 OF CALIFORNIA SHALL FIELD LOCATE,REFERENCE,AND/OR PRESERVE ALL HISTORICAL OR CONTACT:JOHNATHAN SKINNER C-0.2 SECTIONS CONTROLLING MONUMENTS PRIOR TO ANY EARTHWORK,DEMOLITION,OR SURFACE IMPROVEMENTS. PHONE:(951)674-3124 C-0.3 OVERALL LIMIT OF WORK PLAN IF DESTROYED,A LICENSED LAND SURVEYOR SHALL REPLACE SUCH MONUMENT(S)WITH EMAIL:JSKINNER:1 LAKE-ELSINORE.ORG C-1.0 OVERALL EXISTING CONDITIONS AND DEMOLITION PLAN APPROPRIATE MONUMENTS.WHEN SETTING SURVEY MONUMENTS USED FOR RE-ESTABLISHMENT OF C-1.1 EXISTING CONDITIONS AND DEMOLITION PLAN THE DISTURBED CONTROLLING SURVEY MONUMENTS AS REQUIRED BY SECTIONS 6730.2 AND 8771 OF LANDSCAPE ARCHITECT THE BUSINESS AND PROFESSIONALS CODE OF THE STATE OF CALIFORNIA,A CORNER RECORD OR KTUA C-1.2 EXISTING CONDITIONS AND DEMOLITION PLAN RECORD OF SURVEY,AS APPROPRIATE,SHALL BE FILLED WITH THE COUNTY SURVEYOR.IF ANY C-1.3 EXISTING CONDITIONS AND DEMOLITION PLAN 3916 NORMAL STREET VERTICAL CONTROL IS TO BE DISTURBED OR DESTROYED,THE CITY OF LAKE ELSINORE FIELD SURVEY SAN DIEGO,CA 92103 C-1.4 EXISTING CONDITIONS AND DEMOLITION PLAN SECTION SHALL BE NOTIFIED IN WRITING AT LEAST 7 DAYS PRIOR TO CONSTRUCTION.THE CONTACT:TIM HENDERSON C-1.5 EXISTING CONDITIONS PLAN CONTRACTOR SHALL BE RESPONSIBLE FOR THE COST OF REPLACING ANY VERTICAL CONTROL PHONE:(619)294-4477 BENCHMARKS DESTROYED BY CONSTRUCTION. EMAIL:TIMO KTUA.COM C-1.6 EXISTING CONDITIONS PLAN �/ C-1.7 EXISTING CONDITIONS PLAN CIVIL ENGINEER C-1.8 EXISTING CONDITIONS PLAN WORK TO BE DONE WSP C-2.0 OVERALL GRADING AND DRAINAGE PLAN PLANS,NOTES,DETAILS,AND SPECIFICATIONS FOR THE DEVELOPMENT OF SPRING STREET. 506 WEST GRAHAM AVENUE,SUITE 105 C-2.1 GRADING AND DRAINAGE PLAN IMPROVEMENTS SHALL INCLUDE PLANTING,IRRIGATION,SIDEWALKS,ELECTRICAL,AND ANY LAKE ELSINORE,CA 92530 C-2.2 GRADING AND DRAINAGE PLAN ADDITIONAL ITEMS SHOWN WITHIN SUPPORTING CONSTRUCTION BID DOCUMENTS. CONTACT:AHMAD KHAN PHONE:(951)471-1625 C-2.3 GRADING AND DRAINAGE PLAN V EMAIL:AHMAD.A.KHANO WSP.COM C-2.4 GRADING AND DRAINAGE PLAN �Tm CONTRACTOR'S RESPONSIBILITIES C-3.0 DETAILS 1. CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE ELECTRICAL ENGINEER C-3.1 DETAILS OF CONSTRUCTION OF THIS PROJECT INCLUDING:SAFETY OF ALL PERSONS AND PROPERTY,AND THAT THIS FBA C-3.2 DETAILS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 150 PAULARINO AVENUE,SUITE A120 C-4.1 SIGNAGE AND STRIPING PLAN 2. CONTRACTOR SHALL INSTALL TEMPORARY FENCING AROUND AREAS OF DISTURBANCE DURING CONSTRUCTION. COSTA MESA,CA 92626 C-0.2 SIGNAGE AND STRIPING PLAN INSTALLATION OF TEMPORARY FENCING SHALL NOT DETER OR HINDER ACCESS TO EXISTING AND NEW FIRE PHONE CONTAC(949)852 g 95DAVIAN C-4.3 SIGNAGE AND STRIPING PLAN THE CONTRACTOR SHALL REP RHYDRANTS.FENCING SHALL BE MAINTAINED IN A IMMED IMMEDIATELY.CONTRACTOR SHALL REMO EO ENOC NDITION NG UPON THE COMPLEAND IF E ON OF THE WORK ND REPAIR EMAIL:MARKMO FBAENGR.COM C-4.4 SIGNAGE AND STRIPING PLAN 24 SHEETS GREEN STREETS PROJECT DAMAGE CAUSE BY THE INSTALLATION OF TEMPORARY FENCING. U-1.1 LANDSCAPE IRRIGATION PLAN 3. PURSUANT TO SECTION 4216 OF THE CALIFORNIA GOVERNMENT CODE,AT LEAST THREE(3)WORKING DAYS PRIOR TO EXCAVATION,YOU MUST CONTACT THE REGIONAL NOTIFICATION CENTER(E.G.,UNDERGROUND SERVICE ALERT OF SITE ADDRESS U-1.2 LANDSCAPE IRRIGATION PLAN FOR SOUTHERN CALIFORNIA)AND OBTAIN AN INQUIRY IDENTIFICATION NUMBER. LI-1.3 LANDSCAPE IRRIGATION PLAN 4. NOTIFY SOUTHERN CALIFORNIA EDISON AT LEAST 10 WORKING DAYS PRIOR TO EXCAVATING WITHIN 10'OF SOUTHERN SPRING STREET U-1.4 LANDSCAPE IRRIGATION PLAN CALIFORNIA EDISON UNDERGROUND HIGH VOLTAGE TRANSMISSION POWER LINES.(I.E.,69 KV&HIGHER) LAKE ELSINORE,CA 92530 U-1.5 LANDSCAPE IRRIGATION PLAN 5. ALL WORK SHALL CONFORM TO CITY CODES,GREENBOOK STANDARD SPECIFICATIONS FOR PUBLIC WORKS(LATEST LI-1.6 LANDSCAPE IRRIGATION PLAN SPRING STREET EDITION),AND STANDARD DRAWING OF THE CITY N LAKE AND CODES A AL OF RIVERSIDE.IT IS THE CONTRACTOR'S TOPOGRAPHY SOURCE RESPONSIBILITY TO BE FAMILIAR WITH THESE STANDARDS AND CODES AT ALL TIMES. LI-1.7 LANDSCAPE IRRIGATION PLAN FIELD SURVEY BY DENNIS JANDA,INC. U-1.8 LANDSCAPE IRRIGATION PLAN U-2.1 LANDSCAPE IRRIGATION NOTES AND WATER USE CALCS UNDERGROUND UTILITIES BENCHMARK U-2.2 LANDSCAPE IRRIGATION SCHEDULE AND HYDROCALCS AT LEAST THREE(3)WORKING DAYS PRIOR TO EXCAVATION,THE CONTRACTOR SHALL REQUEST A MARK OUT OF BENCHMARK:CITY OF LAKE ELSINORE U-2.3 LANDSCAPE IRRIGATION DETAILS UNDERGROUND UTILITIES BY CALLING THE BELOW LISTED REGIONAL NOTIFICATION CENTER FOR AN INQUIRY BENCHMARK:A-93-13 U-2.4 LANDSCAPE IRRIGATION DETAILS VICINITY MAP IDENTIFICATION NUMBER: U-2.5 LANDSCAPE IRRIGATION DETAILS UNDERGROUND SERVICE ALERT(U.S.A.) 811/1-800-422-4133 BASIS OF BEARING: THE CALIFORNIA STATE U-2.6 LANDSCAPE IRRIGATION DETAILS PLANE COORDINATE SYSTEM CCS83 ZONE 6 LP-1.1 LANDSCAPE PLANTING PLAN LP-1.2 LANDSCAPE PLANTING PLAN DESCRIPTION:CHISELED SQUARE IN TOP OF LP-1.3 LANDSCAPE PLANTING PLAN a CURB AT EAST CORNER INTERSECTION LP-1.4 LANDSCAPE PLANTING PLAN ORE DECLARATION OF RESPONSIBLE CHARGE POTTERY ST.AND SILVER ST. LP-1.5 LANDSCAPE PLANTING PLAN I HEREBY DECLARE THAT I AM THE LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT.I HAVE EXERCISED LP-1.6 LANDSCAPE PLANTING PLAN RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND ELEVATION:1384.19' PROFESSIONS CODE AND THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF LP-1.7 LANDSCAPE PLANTING PLAN PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF LAKE ELSINORE IS CONFINED TO A REVIEW ONLY AND DOES LP-1.8 LANDSCAPE PLANTING PLAN NOT RELIEVE ME,AS LANDSCAPE ARCHITECT OF WORK,OF MY RESPONSIBILITIES FOR PROJECT DESIGN. DATUM:NGVD29 LP-2.1 LANDSCAPE PLANTING NOTES rveR wn PROJECT SITE LP-2.2 LANDSCAPE PLANTING LEGEND - -� 10/16/2020 LP-2.3 LANDSCAPE PLANTING DETAILS Ll a MICR SIN LET (RLA 12386) DATE LEGAL DESCRIPTION: LP-2.4 LANDSCAPE PLANTING DETAILS 26 SHEETS 2�r RIGHT OF WAY ON SPRING STREET, E1A ELECTRICAL DETAILS NORTH RILEY STREET,WEST GRAHAM AVENUE,LANGSTAFF STREET, WEST E1B SINGLE LINE DIAGRAMS SITE INSPECTION TEAM: HEALD AVENUE,WEST SUMNER AVENUE, E2A OVERALL SITE ELECTRICAL PLAN A. SITE SUPERINTENDENT(CONTRACTOR/DEVELOPER S REPRESENTATIVE) WEST POTTERY STREET,AND WEST FLINT E213 OVERALL SITE ELECTRICAL PLAN B. CONTRACTOR(S) STREET IN THE CITY OF LAKE ELSINORE. E2C OVERALL SITE ELECTRICAL PLAN 1oORTH C. RESIDENT ENGINEER FROM PUBLIC WORKS DEPARTMENT,CONSTRUCTION MANAGEMENT AND E3 SPRING STREET ELECTRICAL PLAN❑I FIELD SERVICES DIVISION E4 SPRING STREET ELECTRICAL PLANE2 DISCIPLINE CODE APPLICABLE STANDARD DRAWINGS D. PROJECT MANAGER ABBREVIATIONS E5 SPRING STREET ELECTRICAL PLAN 03 E. CONSULTANT EL,ELEV ELEVATION E6 SPRING STREET ELECTRICAL PLAN EA C CIVIL ENGINEERING AND SPECIFICATIONS: E,ELEC ELECTRIC E7 SPRING STREET ELECTRICAL PLAN D5 L LANDSCAPE ARCHITECTURE A. CITY OF LAKE ELSINORE STANDARD DRAWINGS(CURRENT EDITION). SITE CONSTRUCTION INSPECTION STAGES: E8 SPRING STREET ELECTRICAL PLAN U5 E ELECTRICAL ENGINEERING B. DISABLED ACCESS REGULATIONS,TITLE 24,(CURRENT EDITION)AND o Dig Alert EX,EXIST EXISTING a 1. PRE-CONSTRUCTION MEETING. �- FH FIRE HYDRANT E9 SPRING STREET ELECTRICAL PLAN rn CALIFORNIA STATE ACCESSIBILITY STANDARDS INTERPRETIVE E10 SPRING STREET ELECTRICAL PLAN MANUAL(CURRENT EDITION)PREPARED BY THE OFFICE OF THE 2. DEMOLITION MARK-OUT(IF APPLICABLE). �a FL FLOW LINE PROJECT DATA 3. ROUGH GRADING AND DRAINAGE. 811/800-227-2600 FS FINISHED SURFACE E11 SPRING STREET ELECTRICAL PLAN 119 STATE ARCHITECT AND THE DEPARTMENT OF REHABILITATION. 4. IRRIGATION MAINLINE PRESSURE TEST. GV GATE VALVE E12 SPRING STREET ELECTRICAL PLAN 010 1. CONDITION OF SOIL:THE C. AMERICANS WITH DISABILITIES ACT REGULATION:ADAAG(THE 5. IRRIGATION LATERAL LINE PRESSURE TESTS. IE INVERT ELEVATION E13 SPRING STREET ELECTRICAL PLAN ill EXISTING SOIL CONDITION(S) AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES) 6. WIRING PRIOR TO BACKFILLING TRENCHES. PVC POLYVINYL CHLORIDE E14 SPRING STREET ELECTRICAL PLAN D12 IS UNKNOWN.CONTRACTOR ISSUED BY THE ARCHITECTURAL AND TRANSPORTATION BARRIERS 7. HARDSCAPE AT TIME OF FINISHED STAKING AND LAYOUT. E15 SPRING STREET ELECTRICAL PLAN❑13 SHALL AMEND TOPSOIL PER COMPLIANCE BOARD(CURRENT EDITION) 8. FINISH GRADING AND SOIL PREPARATION. SG SUBGRADE SPECIFICATIONS. 9. IRRIGATION COVERAGE TEST. SWR,SS SEWER E16 SPRING STREET ELECTRICAL PLAN 1114 2. LANDSCAPE AREA SQUARE D. MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND 10. PLANT MATERIAL(WHEN DELIVERED)AND PLACEMENT APPROVAL. TC TOP OF CURB E17 SPRING STREET ELECTRICAL PLAN 1115 FOOTAGE:19705 SF MAINTENANCE WORK ZONES,STATE OF CALIFORNIA DEPARTMENT 11. PROJECT CONSTRUCTION 90 PERCENT COMPLETE(DEVELOP PUNCH LIST AND SUBMIT RED-LINE TG TOP OF GRATE E18 SPRING STREET ELECTRICAL PLAN 1116 3. LANDSCAPE AREA(ADD OF TRANSPORTATION(CURRENT EDITION). AS-BUILTS). TW TOP OF WALL E19 SPRING STREET ELECTRICAL PLAN❑17 ALTERNATIVE):9454 SF E. NOTE:THE MOST CURRENT EDITIONS OF THE PRECEDING 12. 90-DAY PLANT MAINTENANCE PERIOD(THIS INSPECTION IS TO BE HELD WHEN THE PUNCH LIST E20 SPRING STREET ELECTRICAL PLAN D18 23 SHEETS 4. TOTAL AREA OF DOCUMENTS SHALL BE USED.WHERE ONE OR MORE SETS OF ITEMS ARE COMPLETE). WM WATER METER DISTURBANCE(NOT INCLUDE 13. FINAL WALK-THROUGH,ACCEPTANCE BY THE CITY.CONTRACTOR TO SUBMIT FINAL APPROVED WTR WATER ADD ALTERNATIVE):0.88 ACRE SPECIFICATIONS OR DRAWINGS ARE APPLICABLE,THE MORE AS-BUILT DRAWINGS TO THE CITY. RESTRICTIVE SHALL TAKE PRECEDENCE. ENG.DEPT.REVIEW:C.NORVANI 3-4-21 TS-1.0 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT CITY OF LAKE ELSINORE SHEET 1 w APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS e FOR AND HAVE BEEN FOUND ACCEPTABLE �pNDSCgp SPRING STREET 74 3-04-2021 Li2'� �6L�� � 10/16/2020 2 SCALE: N/A BENCHMARK: TITLE SHEET OF SHEETS E10.9 30 21 ri REMON HABIB,RCE No.83156 DATE DATE FILE No. co CITY ENGINEER �qTF OF CA��C�Qw 019-051 CITY OF LAKE ELSINORE DATE: 10/16/2020 GENERAL NOTES - IMPROVEMENT PLANS NOTES 1. NOTE TO CONTRACTORS: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE MUNICIPAL CODE,CHAPTER 15.72 AND APPLICABLE STANDARDS AND SPECIFICATIONS BY A SEARCH OF AVAILABLE RECORDS.APPROVAL OF THESE PLANS BY THE CITY OF LAKE ELSINORE DOES NOT CONSTITUTE A REPRESENTATION AS TO THE AND THE LATEST EDITION OF THE UNIFORM BUILDING CODE(U.B.C.),CHAPTER 33. ACCURACY OR COMPLETENESS OF THE LOCATION,NOR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY,PIPE OR STRUCTURE WITHIN THE 2. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PROTECTED WITH COCONUT FIBER MAT,SEEDING AND STABILIZATION. LIMITS OF THE PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEASURES FOR THE PROTECTION OF ALL UTILITIES,PIPES OR STRUCTURES,WHETHER SHOWN ON THESE PLANS OR NOT.ANY UTILITY(IES)DAMAGED DURING THE PERFORMANCE OF THE WORK SHALL BE REPAIRED OR 3. APPROVED EROSION PREVENTIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON AND SHALL BE IN PLACE AT THE END OF EACH DAY'S WORK. REPLACED TO THE SATISFACTION OF THE GOVERNING AGENCY BY THE CONTRACTOR,AT HIS EXPENSE. 2. ALL WORK SHALL CONFORM TO CITY CODES,STANDARD SPECIFICATIONS FOR PUBLIC WORKS(LATEST EDITION),AND STANDARD DRAWING OF THE CITY OF 4. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. LAKE ELSINORE.IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH THESE STANDARDS AND CODES AT ALL TIMES. 5. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITTEE. 3. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS INSPECTOR,FORTY-EIGHT(48)HOURS PRIOR TO BEGINNING ANY WORK.CALL FOR INSPECTION AT 6. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING (951) 674-3124,EXTENSION 247,BETWEEN THE HOURS OF 9:00 AM AND 4:00 PM,MONDAY THROUGH THURSDAY. FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS,WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 4. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALTRANS TRAFFIC MANUAL AND WATCH MANUAL AT ALL TIMES DURING CONSTRUCTION,AS APPROVED BY THE CITY ENGINEER OR HIS REPRESENTATIVE.FAILURE TO DO SO SHALL REQUIRE IMMEDIATE WORK STOPPAGE. 7. REFER TO IRRIGATION DRAWINGS FOR IRRIGATION SLEEVING LOCATIONS. 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE A DEPENDABLE REPRESENTATIVE AT THE JOB SITE,AT ALL TIMES DURING CONSTRUCTION. 8. SEE LANDSCAPE DRAWINGS FOR ROOT BARRIER LOCATIONS. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE NECESSARY RELOCATION OF ANY UTILITIES.CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES INVOLVED,AT LEAST FORTY-EIGHT(48)HOURS PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE ALERT(U.S.A.)AT 1-800-422-4133,AT LEAST FORTY-EIGHT(48)HOURS PRIOR TO BEGINNING WORK. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA AND RELOCATION AND COST OF ALL EXISTING UTILITIES. SUBDIVIDER MUST INFORM THE CITY OF LAKE ELSINORE OF CONSTRUCTION SCHEDULE,PRIOR TO BEGINNING CONSTRUCTION. 8. ALL UNDERGROUND FACILITIES AND LATERALS INCLUDING BUT NOT LIMITED TO SEWER,WATER,TELEPHONE,ELECTRICITY,GAS AND DRAINAGE FACILITIES, SHALL BE IN PLACE PRIOR TO PAVING THE STREET SECTION. 9. ALL STREET SECTIONS ARE TENTATIVE.ADDITIONAL SOIL TESTS WILL BE TAKEN AFTER ROUGH GRADING,TO DETERMINE THE EXACT SECTION REQUIRED. SECTION THICKNESSES SHOWN ARE FOR BONDING PURPOSES ONLY. 10. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE POTHOLED AND ELEVATIONS VERIFIED PRIOR TO CONSTRUCTION. THE ENGINEER OF RECORD SHALL BE NOTIFIED OF ANY NECESSARY REVISIONS TO THE APPROVED PLANS.THE REVISIONS SHALL BE IN THE FORM OF"AS BUILT"PLANS SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE FINAL ACCEPTANCE OF THE PROJECT. 11. ALL EXISTING MONUMENTATION DISTURBED OR DESTROYED DURING CONSTRUCTION SHALL BE REPLACED TO CITY STANDARDS,AS APPROVED BY THE CITY ENGINEER.CENTERLINE TIES ARE TO BE FURNISHED TO THE CITY ENGINEER UPON COMPLETION OF THE PROJECT AND BEFORE ACCEPTANCE IS GRANTED. 12. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK DONE WITHIN PUBLIC RIGHTS-OF-WAY.BEFORE ISSUANCE OF SAID PERMIT, THE CONTRACTOR/DEVELOPER MUST PROVIDE THE CITY ENGINEER WITH CERTIFICATE OF INSURANCE AND REQUIRED BONDING FOR PUBLIC IMPROVEMENTS. THE ENCROACHMENT PERMIT MUST BE PRESENT AT THE JOB SITE DURING THE TOTAL TIME OF THE PROJECT CONSTRUCTION ALONG WITH AN APPROVED SET OF IMPROVEMENT PLANS. 13. IF AN ENCROACHMENT PERMIT IS REQUIRED THROUGH THE DISTRICT NO.8 OFFICE OF CALTRANS,PLEASE MAKE REFERENCE TO THIS FACT IN THE"GENERAL NOTES"SECTION OF THE IMPROVEMENT PLANS. ENGINEER'S NOTICE 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY.THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND,INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY,REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 2. ALL UNDERGROUND UTILITIES OR STRUCTURES,REPORTED OR FOUND ON PUBLIC RECORDS,ARE INDICATED WITH THEIR APPROXIMATE MATE LOCATION AND EXTENT. THE OWNER,BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS HEREON,AGREES TO ASSUME LIABILITY AND HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORDS,OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORD LOCATIONS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. 3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR,OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. 4. QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR TO BIDDING FOR CONSTRUCTION. EROSION CONTROL NOTES 1. ALL EROSION CONTROL PLANS SHALL BE IN ACCORDANCE WITH CITY OF LAKE ELSINORE ORDINANCE NOS.529,772,1237,1004,CONSTRUCTION SITE BEST MANAGEMENT PRACTICES(EMIRS),AND STANDARDS OUTLINED WITHIN THE LAKE ELSINORE DESIGN MANUAL. 2. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR ANY DISCHARGES BY SUBCONTRACTORS. 3. IN CASE OF EMERGENCY,CALL_______CARLOS NORVAN---------(RESPONSIBLE PERSON)AT 951=674-3124 EXT_248 (24-HOUR PHONE NUMBER). 4. DEVICES TO REDUCE EROSION DAMAGE SHALL NOT BE PLACED MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE QUALIFIED SWPPP DEVELOPER,CITY ENGINEER, OR IN AN EMERGENCY,BY THE PERSON RESPONSIBLE FOR GRADING OPERATIONS. 5. AREAS THAT ARE CLEARED AND GRADED SHALL BE LIMITED TO ONLY THE PORTION OF THE SITE THAT IS NECESSARY FOR CONSTRUCTION.THE CONSTRUCTION SITE SHALL BE MANAGED TO MINIMIZE THE EXPOSURE TIME OF DISTURBED SOIL AREAS THROUGH PHASING AND SCHEDULING OF GRADING AND THE USE OF TEMPORARY AND PERMANENT SOIL STABILIZATION. 6. ONCE DISTURBED,GRADED SLOPES EXCEEDING A 3:1 RATIO AND/OR TEN(10)FEET IN HEIGHT(TEMPORARY OR PERMANENT)SHALL BE STABILIZED IF THEY WILL NOT BE WORKED WITHIN 7 DAYS DURING THE STORM SEASON,ALL SLOPES SHALL BE STABILIZED 24 HOURS PRIOR TO A PREDICTED STORM EVENT.CONSTRUCTION SITES SHALL BE REVEGETATED AS EARLY AS FEASIBLE AFTER SOIL DISTURBANCE AND WITHIN 7-DAYS OF COMPLETION. 7. THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE SIGNS POSTED ON THE SITE TO WARN AGAINST PUBLIC TRESPASS INTO AREAS WHERE WATER IS IMPOUNDED. 8. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. 9. PLACEMENT OF DEVICES TO REDUCE EROSION DAMAGE WITHIN THE DEVELOPMENT SHALL BE SHOWN ON THE APPROVED PLAN. 10. DESILTING FACILITIES AT ALL 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 DAYS.DESIGN AND SPECIFIC RECOMMENDATIONS SHALL BE SUBMITTED FOR THE FOLLOWING: 1O.A. DESILTING BASIN VOLUME BASED ON GRADIENT AND NATURE OF SOILS. 1O.B. THE EXTENT OF ALL GRADED AREAS AND IDENTIFICATION OF ANY TEMPORARY SOIL STABILIZATION MEASURES. 1O.C. SIZE OF DESILTING BASIN OUTLET PIPE AND OVERFLOW. 10E. DIKE REQUIREMENTS.SHOW MINIMUM WALL WIDTH,SLOPE OF WALLS,PERCENT COMPACTION,ETC. 1O.E. OUTLET CONDITIONS FROM THE DESILTING BASIN SHALL NOT EXCEED DOWNSTREAM LIMITATIONS,WITH THE EXCEPTION OF OVERFLOW,WHICH IS TO BE DESIGNED TO PROVIDE CAPACITY OF 1.5 TIMES THE MAXIMUM DESIGN FLOW. 11. NECESSARY MATERIALS SHALL BE AVAILABLE ON-SITE AND AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY 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(NOAA). 12. BMPS 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 EACH WORKING DAY WHEN THE FOUR (4)DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT(40%). 13. AFTER A RAINSTORM,ALL PROJECT GENERATED SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS,ONSITE PUBLIC DRAINS AND PIPES,DRAINS AND PIPES DATE: 10/14/20 OF ADJACENT PROPERTIES AND DESILTING BASINS AND THE BASINS PUMPED DRY.ANY GRADED SLOPE BMPS DAMAGED DURING A RAINSTORM SHALL ALSO BE DI RT PLOTTED: IMMEDIATELY REPAIRED.FAILURE TO PROVIDE EFFECTIVE MAINTENANCE MAY RESULT IN PENALTIES. IMPORTANT NOTICE 4:42 P 14. DISCHARGING OF CONTAMINATED SOILS VIA SURFACE EROSION IS PROHIBITED. SECTION 4216/4217 OF THE GOVERNMENT CODE WSP PROJECT NO. REQUIRES A DIG ALERT IDENTIFICATION NUMBER 31600092 15. CONSTRUCTION ACCESS POINTS SHALL BE STABILIZED WITH A COMBINATION OF ROCK AND SHAKER PLATES YEAR-ROUND TO PREVENT TRACK-OUT.ROUTINE STREET BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WSP USA DESIGN BY: SWEEPING SHALL BE PERFORMED ON ALL PAVED STREETS WHERE TRACKING IS OBSERVED.VACUUM SWEEPERS SHALL BE USED WHEN STREET SWEEPING BECOMES WILL BE VALID. FOR YOUR DIG ALERT I.D. NUMBER 506 West Graham Avenue,Suite 105, SLL INEFFECTIVE. C4ITONHSE CALL UNDERGROUND SERVICE ALERT DRAWN BY: 1-800-227-2600 TOLL FREE 1-800-227-2600 Lake Elsinore,CA 92530 SLL 2 Working Days Before You Dig TWO WORKING DAYS BEFORE YOU DIG (951) 471-1625 Fax:(951)471-1635 REVIEWED BY: 11 AAK ENG.DEPT.REVIEW:C.NORVANI 3-4-21 G'_O. MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT CITY OF LAKE ELSINORE SHEET 2 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS r AND HAVE BEEN FOUND ACCEPTABLE FOR ANSLA SPRING STREET 1 ✓ iM�-�A-'�0.' �e N0.77263 9Z2 SCALE. ASSHOWN BENCHMARK: GENERAL NOTES OF SHEETS 74 3-04-2021 10/14/20 * ON PLAN CITY OF LAKE ELSINORE BENCHMARK: E>Ipires A-93-13 FILE No. REMON HABIB,RCE No.83156 DATE AHMAD ASLAM KHAN,RCE No.77283 DATE 6/30/2021 DESCRIPTION: CHISELED SDUARE IN TOP OF CITY ENGINEER IVI CURB AT EAST CORNER INTERSECDON POTTERY CITY OF LAKE ELSINORE V DATE: 10/16/2020 ST.AND SILVER ST. 019-051 ELEVATION:1384.19'-DATUM:NOVD29 xl 1 30.0' 30.0' 1 18.0'5.0' 5.0' 20.0' 5.0' 5.0' 4.0' 1 30.0' 30.0, 1 EX.AC PAVEMENT EX. FENCE 5.0 6.0 I' 18.0' 20.0' 6.0' 3.6' VARIES VARIES_ w i 37.0' 40.0' w L.S. 1i jT 6.5' 5.5' 25.0' 25.3' 6.0' 5.0' 3.9' EX. FENCE EX.AC PAVEMENT EX. FENCE FULL DEPTH FULL DEPTH AC PAVEMENT AC PAVEMENT L.S. q,p' 4.0' L.S. L.S. VARIES_ _VARIES �. - PROPOSED CURB PROPOSED CURB EX.AC PAVEMENT - - - - 1 I I AND GUTTER AND GUTTER PROPOSED 4"SIDEWALK PROPOSED 4"SIDEWALK VARIES VARIES X. CURB EX.CURB I 1 I 1 AND GUTTER FULL DEPTH FULL DEPTH EX. SIDEWALK SPRING STREET I Al PAVEMENT AC PAVEMENT PROPOSED CURB PROPOSED CURB SPRING STREET STA: 20+20.31 - 23+60.43 PROPOSEDAND 4"SIDEWALK UTTER ANDPRO OSED 4"SIDEWALK STA: 10+00 - 13+40.04 NOT TO SCALE NOT TO SCALE W. SUMNER STREET STA: 14+25.46 - 16+41.60 NOT TO SCALE �I �I wl wl 3 � 1 30.0' 30.0' 1 w 1 w 1 5.0' 6.0' f 17.7' 17.5, 5.0' 5.0' 1 30.0' 30.0' 1 i L.S. 1 L.S. 5.0' 6.0' 18.0' 24.0' 5T.0' I EX,AC PAVEMENT I X L.S. i _VARIES_ VARIES 1- EX. FENCE EX.AC PAVEMENT I 1 1 30.0' 30.0' VARIES VARIES _ _ - I PROPOSED AC PAVEMENT 5.0, 5.5, 18.0' 18.3' 11.T PROPOSED CURB PROPOSED CURB 1 EX. CURB EX.CURB I AND GUTTER AND GUTTER 11 L'S' 2'0' EX.AC L.S. EX. FENCE Ii PAVEMENT PROPOSED AND GUTTER PROPOSED 4"SIDEWALK PROPOSED 4"SIDEWALK '`N VARIES VARIES _ LANDSCAPE EX. SIDEWALK _ - 1 EX. SIDEWALK SPRING STREET ' SPRING STREET I FULL DEPTH STA: 23+60.43 - 30+30.51 AG PAVEMENT STA: 13 40.04 - 16 80.17 PROP. CURB EX. CURB + + NOT TO SCALE PROPOSED 4"SIDEWALK NOT TO SCALE W. POTTERY STREET STA: 14+25.02 - 16+15.12 NOT TO SCALE wl wl wl I wl 1 30.0' 45.0' 1 1 30.0' 29.0' 1 5.0' 5.0' 18.0, 24.0' 5.5' 5.0' 5.0' 5.5' 18.0, 17.6' 6.2' 5.0' � L.S. 4.0' 1 L.S .0'. i � L.S. 4.0' I EX.AC PAVEMENT i��-PROPOSED I EX.AC PAVEMENT I X FENCE - VARIES_ iii VARIES VARIES VARIES - i 30.0' 30.0' I I 1 I FULL DEPTH I I FULL DEPTH Al PAVEMENT EX. CURB Al PAVEMENT EX. CURB 20' 5.0 5.5 17.5' 18.3, 6.0, 5.0' PROPOSED CURB PROPOSED 4"SIDEWALK PROPOSED CURB EX.SIDEWALK L.S. L.S. EX.AC AND GUTTER AND GUTTER PAVEMENT PROPOSED 4"SIDEWALK PROPOSED 4 SIDEWALK VARIES _VARIES _ SPRING STREET SPRING STREET ' STA: 16+80.17 - 20+20.31 STA: 30+30.51 - 36+90.87 EX.CURB EX.CURB I ABBREVIATIONS NOT TO SCALE NOT TO SCALE PROPOSED 4"SIDEWALK AND GUTTER EX. EXISTING EX. SIDEWALK L.S. LANDSCAPE ROW RIGHT OF WAY W. POTTERY STREET AC ASPHALT CONCRETE STA: 10+00 - 14+25.02 w I x I NOT TO SCALE 1 40.0' 40.0'40.1' 1 5.0' 9.7' 18.0' 20.0' 16.0' � L.S. EX.AC PAVEMENT VARIES _VARIES 1 FULL DEPTH ' UATE: 10/14/20 EX.CURB&GUTTER AC PAVEMENT I " � PLOTTED: PROPOSED GUTTER DI RT IMPORTANT NOTICE 4:44 P EX.CURB SECTION 4216/4217 OF THE GOVERNMENT CODE WSP PROJECT NO. EX. SIDEWALK REQUIRES A DIG ALERT IDENTIFICATION NUMBER 31600092 BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WSP USA DESIGN BY: W. H EALD STREET WILL BE VALID. FOR YOUR DIG ALERT I.D. NUMBER 506 West Graham Avenue,Suite 105, SLL CNl iON FISE CALL UNDERGROUND SERVICE ALERT DRAWN BY: STA: 10 00 - 14 25.51 1-800-227-2600 TOLL FREE 1-800-227-2600 Lake Elsinore,CA 92530 SLL + + 2 Working Days Before You Dig TWO WORKING DAYS BEFORE YOU DIG (951) 471-1625 Fax:(951)471-1635 REVIEWED BY: AAK NOT TO SCALE ENG.DEPT.REVIEW:C.NORVANI 3-4-21 C_0.2 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT CITY OF LAKE ELSINORE SHEET 3 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS r AND HAVE BEEN FOUND ACCEPTABLE j,�1, ^ 10/14/20 ?PANSLA FOR SPRING STREET 74 3-04-2021 �h� k- , cox NO.77263 9Zz SCALE. AS SHOWN BENCHMARK: SECTIONS OF SHEETS * CITY OF LAKE ELSINORE BENCHMARK: Dlpires ON PLAN A-93-13 REMON HABIB,RCE No.83156 DATE AHMAD ASLAM KHAN,RCE No.77283 DATE 6/30/2021 DESCRIPTION: CHISELED SDUARE IN TOP OF FILE No. CITY ENGINEER ]VI CURB AT EAST CORNER INTERSECTOR POTTERY CITY OF LAKE ELSINORE V DATE: 10/16/2020 EL AND SILVER ST. 019-051 ELEVATION:SILVER S9'-DATUM:NGVD29 I" I` I I I I I I w LIMIT OF WORK LANGSTAFF STREET' I i J i II Z II I LIMIT OF WORK SPRING STREET II II J L SPR NG STREET JII T o 19 _ -1 [7-1 LIMIT OF WORK Iiu- I w w 7A ---I-—- MAIN STREET 000, 200 0 200 400 OVERALL LIMIT OF WORK PLAN " - zoo' scale feet SCALE:1"=200' DATE` 10/14/20 PLOTTED: 4:45 P WSP PROJECT NO. D1 RT IMPORTANT NOTICE WSP USA DESIGN BY: 31600092 SECTION 421 OF THE GOVERNMENT CODE 506 West Graham Avenue,Suite 105, SLL REQUIRES A DIG DIG AL ALERT IDENTIFICATION NUMBER DRAWN BY: BE ISSUED BEFORE A "PERMIT TO EXCAVATE" Lake Elsinore,CA 92530 SLL WILL BE VALID. FOR YOUR DIG ALERT I.D. NUMBER (951) 471-1625 Fax:(951)471-1635 REVIEWED BY: Wl ipl CALL UNDERGROUND SERVICE ALERT AAK 1-800-227-2600 TOLL FREE 1-800-227-2600 2 Working Days Before You Dig TWO WORKING DAYS BEFORE YOU DIG ENG.DEPT.REVIEW:C.NORVANI 3-4-21 C-0.3 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT CITY OF LAKE ELSINORE SHEET 4 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS r FOR AND HAVE BEEN FOUND ACCEPTABLE ?P ANSLA �y SPRING STREET NO. 9Z2 SCALE: AssHOWN BENCHMARK: OVERALL LIMIT OF WORK PLAN OF S 74 HEETS 3-04-2021 10/14/20 * CITY OF LAKE ELSINORE BENCHMARK: E>Ipires ON PLAN A-93-13 REMON HABIB,RCE No.83156 DATE AHMAD ASLAM KHAN,RCE No.77283 DATE 6/30/2021 DESCRIPTION: CHISELED SQUARE IN TOP OF FILE No. CITY ENGINEER ]VI CURB AT EAST CORNER INTERSECDON POTTERY CITY OF LAKE ELSINORE V DATE: 10/16/2020 5T.AND SILVER ST. ()1 9—()rJ1 ELEVATION:1384.19'—DATUM:NOVD29 I RILEY STREET I I 7 11 1. � I � LU w -. — - —. SHE T C-1.1 SHEET C-1.2 SHEEE�C-1.3 - W r — - - -- - -� I � LIB rrrn r I � — I W �W I I i l i co I L. , j MAIN STREET W. GRAHAM STREET W.HEALD STREET W. SUMNER STREET W POTTERY STREET W.FLINT STREET EXISTING CONDITIONS AND DEMOLITION INDEX SHEET SCALE:1"=100' GENERAL LEGEND DEMOLITION NOTES EXISTING ITEM SYMBOL 1. DEMOLISH AND REMOVE ALL EXISTING IMPROVEMENTS WITHIN LIMITS OF WORK UNLESS INDICATED OTHERVIISE.KEYNOTES REFER TO TYPICAL PROPERTY LINE ITEMS OF DEMOLITION AND ARE NOT ALL-INCLUSIVE. EXISTING CONTOUR — —140— — 2. THE CONTRACTOR SHALL NOTIFY DIGALERT(1-800-227-2600)AT EXISTING TREE LEAST TWO DAYS PRIOR TO STARTING WORK AND SHALL ARRANGE FOR AND COORDINATE SHUT DOWN,DISCONNECTION AND CAPPING OF EXISTING UTILITIES WITH THE APPROPRIATE UTILITY OWNERS PRIOR TO EXISTING BRUSH COMMENCING THE WORK. 3. PROTECT IN PLACE ALL EXISTING IMPROVEMENTS,STRUCTURES AND EXISTING FENCE X X UNDERGROUND UTILITIES TO REMAIN. EXISTING BUILDING 4. THE LOCATION AND EXISTENCE OF EXISTING UNDERGROUND FACILITIES SHOWN ON THE DRAWINGS WERE OBTAINED FROM A SEARCH OF EXIST.CONCRETE AVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHALL POTHOLE EXISTING UTILITIES AT POINTS OF CONNECTIONS AND ALL UTILITY CROSSINGS TO DETERMINE EXACT LOCATION PRIOR TO STARTING ANY EXISTING CURB AND GUTTER WORK. 5. COORDINATE LOCATION OF ALL UNDERGROUND UTILITIES AND STORM EXISTING CURB DRAINS WITH NEW TREE LOCATIONS,MECHANICAL/ELECTRICAL /rn FACILITIES,AND OTHER INSTALLATIONS. REFER TO LANDSCAPE, EXISTING PEDESTRIAN RAMP PLUMBING,ARCHITECTURAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. EXISTING SPOT ELEVATION X 65.40 6. ALL EXISTING"DRY"UTILITIES SHOWN HEREON ARE FOR INFORMATION EXISTING WALL PURPOSES ONLY.REFER TO ELECTRICAL PLANS AND APPROPRIATE 100 0 100 200 UTILITY COMPANY PLANS FOR ANY WORK ON OR WITH THESE UTILITIES. EXISTING EASEMENT — — — — 1" - 100' 7. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. EXIST.AC PAVEMENT 0 scale feet ABBREVIATIONS EXISTING STORM DRAIN INLET EXISTING STORM DRAIN SD RIM RIM ELEVATION CW COLD WATER(DOMESTIC WATER) EXISTING SEWER LATERAL S DAB` 10/14/20 BW BOTTOM OF WALL POC POINT OF CONNECTION WTR WATER V UTILITY VAULT EXISTING SEWER LINE S PLOTTED: 4:45 P SWR SEWER MIT MANHOLE(SEWER,STORM DRAIN,UTILITY) EXISTING SEWER CLEANOUT —S O WSP PROJECT NO. D1 7 IMPORTANT NOTICE EXIST.WATER SERVICE&METER E3 3160009L IE INVERT ELEVATION PVC POLYVINYL CHLORIDE(PIPE MATERIAL) WSP USA DESIGN er: SECTION 4216/4217 OF THE GOVERNMENT CODE BED BACK FLOW DEVICE FDC FIRE DEPARTMENT CONNECTION EXISTING WATER MAIN W SLL 506 West Graham Avenue Suite 105 REQUIRES A DIG ALERT IDENTIFICATION NUMBER , , DRAWN BY: BE ISSUED BEFORE A "PERMIT TO EXCAVATE" ELEC ELECTRIC/ELECTRICAL P.C.C. PORTLAND CEMENT CONCRETE EXISTING FIRE HYDRANT � Lake Elsinore,CA 92530 SLL WILL BE VALID. FOR YOUR DIG ALERT I.D. NUMBER EX EXISTING PIV POST INDICATOR VALVE EXISTING UTILITY BOX 0 (951) 471-1625 Fax:(951)471-1635 REVIEWED BY: M TOU.FRE CALL UNDERGROUND SERVICE ALERT AAK 1-800-227-2600 TOLL FREE 1-800-227-2600 FW FIRE WATER EXISTING SITE LIGHT # 2 Working Days Before You Dig TWO WORKING DAYS BEFORE YOU DIG ENG.DEPT.REVIEW:C.NORVANI 34-21 C-1.0 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT CITY OF LAKE ELSINORE SHEET 5 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS r FOR AND HAVE BEEN FOUND ACCEPTABLE^ ApSLA �y _ SPRING STREET 74 NO.77263 9Z2 SCALE. AS SHOWN BENCHMARK: OVERALL EXISTING OF SHEETS 3-04-2021 10/14/20 * E ph¢5 ON PLAN AI 93 13LAKE ELSINORE BENCHMARK: REMON HABIB,RCE No.83156 DATE AHMAD ASLAM KHAN,RCE No.77283 DATE 6/30/2021 DESCRIPTION: CHISELED SOUARE IN TOP or CONDITIONS AND DEMOLITION FILE No. CITY ENGINEER ]VI CURB AT EAST CORNER INTERSECDON POTTERY CITY OF LAKE ELSINORE DATE: 10/16/2020 ST.AND SILVER ST. PLAN 019-051 ELEVATOR 1384.19'-DATUM:NOVD29 W.GRAHAM AVENUE I � SAWCUT LINE = O 31 14 6 SAWCUT LINE 16 14 11 14 ----- 12 Q --- ------ --�------ --- -- ----- ----------- �--- - -- �-- -- ----------r,a I << a 17 17 17 17 °7 6"WATER W ABA _ 2 21 2 W ABAN C —W ABAN G W ABAN 12 C o 2 1 W ABAN W ABAN W 12 6 A cR4 AN—W ABAN 5 ° 16 ° C + T v 15 W 12 G W 15 G W 1 W G 12 W G 15 W G 12 G W 15 v - J T a 10 T T T 15 +I 10 6'"WATER WER 2 6" 10 10 Q 8"SEWER S S S S S 54' SE S S 8 SEWER2'WA WATFIR 0 GAS SAWCUT LINE m I W W W W W W W W W W W W W W W W W- Z 0p 8"DR14 C900 PVC WATER 30 g-J LLI S S S S S S S S 12 S s S S s�2 LLI as 24"SEWER � 32 V � 33 b 13 y I W.GRAHAM AVENUE E.PECK STREET EXISTING CONDITIONS AND DEMOLITION PLAN: SPRING STREET SCALE:1"=20' W. HEALD STREET 4 26I \ p O 4 17 17 4 I_ L0 7 7 LL N _ + W BAN W ABAN W ABAN W ABAN W ABAN W A AN B W A A + G 4"GAS G 11 •G ;n 4"GASH---- 1 1 Q W 6"WATER W W +I W SAWCUT LINE 6 WATER W W W +I W ° W + W W V LU S 16+99 S 8"SEWER i7+00 SAWCUT LINE 32 6"WATER SAWCUT LINE +I Q 2"WATER 18+00 19*00 20 00 2 OW LLI p STA:16+80.17 SPRING STREET - - - mod— + -W - W- - „ - - SS - - E - - ED W STA:,14+25.51I W.HEALD STREET 54"SEWER _ LLI = SAWCUT LINE 8"DR1 C900 PVC WATER Wz - " C900 PVC WATER W sm ' W a SAWCUT LINE W W W f W % 5 Wl Z � J I - 15 8"DR14 C900 PVC WATER ° ' 15 J W LU U_ -S S 24 SEWER 17 18 1 S 18 S 15 S 24"SEWER S 2 1 S a ° ° EX.CONC�R�TE S° o --- r$� ------------C=.) F" 15 SDSD 15' SD i► 12 12 ". 12 1 ° c0 N 1 T f I! Qg 7 ° _ +I _ Q ° ° ¢ 22 � i46.0 e 1 0° SAWCUT LINE� 3 -_______ _______���� N t i rT rT �' f�--01 SAWCUT LINE J , L r SAW UT LIN J 19 2 5� J SAWCUT LINE 2 14 ------- - ----- ---------------__— __ 9- 14 12 I 12 14 MATCH LINE W.FRANI STREET STA:13+75.00 W. HEALD ST. EXISTING CONDITIONS AND DEMOLITION PLAN: SPRING STREET SCALE:1"=20' REFER TO SHEET C-1.3 DEMOLITION KEY NOTES DEMOLITION KEY NOTES �1 SAWCUT,DEMOLISH AND REMOVE EXISTING AC PAVEMENT. 13 PROTECT IN-PLACE EXISTING PCC CURB RAMP. �2 SAWCUT,DEMOLISH AND REMOVE EXISTING PCC CURB. 14 PROTECT IN-PLACE EXISTING PCC HARDSCAPE. �3 SAWCUT,DEMOLISH AND REMOVE EXISTING PCC CURB AND GUTTER. 15 PROTECT IN-PLACE EXISTING AC PAVEMENT. 20 0 20 40 ® SAWCUT,DEMOLISH AND REMOVE EXISTING AC DIKE. 16 PROTECT IN-PLACE EXISTING CONCRETE DRIVEWAY. 1" = 20' �5 SAWCUT,DEMOLISH AND REMOVE EXISTING CONCRETE HARDSCAPE. 17 PROTECT IN-PLACE EXISTING SIGN, scale feet © SAWCUT,DEMOLISH AND REMOVE EXISTING CONCRETE DRIVEWAY. 18 PROTECT IN-PLACE EXISTING CATCH BASIN INLET. �7 SAWCUT,DEMOLISH AND REMOVE EXISTING CURB RAMP. 20 PROTECT IN-PLACE EXISTING HYDRANT. DATE: 10/14/20 �9 DEMOLISH AND REMOVE EXISTING LANDSCAPE AND ASSOCIATED ROOTS. 21 SAWCUT,DEMOLISH AND REMOVE EXISTING PAVERS. PLOTTED: 4:46 P SALVAGE,REMOVE AND RELOCATE EXISTING SIGN,REFER TO SHEETS 10 PROTECT IN-PLACE EXISTING UNDERGROUND UTILITY. 22 wsP PROJECT No. DI rtilT C-4.1 -C-4.4,SIGNAGE AND STRIPING PLANS,FOR RELOCATED 31600092 IMPORTANT NOTICE PROTECT IN-PLACE EXISTING TELEPHONE POLE AND ASSOCIATED GUY LOCATION. 11 WSP USA DESIGN BY: SECTION 4216/4217 OF THE GOVERNMENT CODE WIRES. SLL REQUIRES A DIG ALERT IDENTIFICATION NUMBER 30 SAWCUT,DEMOLISH AND REMOVE PORTION OF EXISTING CROSS GUTTER. 506 West Graham Avenue,Suite 105, 12 PROTECT IN-PLACE EXISTING PCC CURB. DRAWN BY. BE ISSUED BEFORE A "PERMIT TO EXCAVATE" 31 REMOVE, FLUSH REINSTALL IANSITIONEXISTING UNEVEN PAVERS AND JOIN REFER TO SHEET C-1.0 FOR Lake Elsinore, 5 9Fax: SLL WILL BE VALID. FOR YOUR DIG ALERT I.D. NUMBER (951) 471-1626 Fax:(951)471-1636 REVIEWED BY: M TOLL DSE CALL UNDERGROUND SERVICE ALERT GENERAL NOTES,AND LEGEND AAK 1-800-227-2600 TOLL FREE 1-800-227-2600 32 PROTECT IN-PLACE PORTION OF EXISTING CROSS GUTTER. 2 Working Days Before You Dig TWO WORKING DAYS BEFORE YOU DIG ENG.DEPT.REVIEW:C.NORVANI 3-4-21 C-1.1 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT CITY OF LAKE ELSINORE SHEET 6 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS F FOR AND HAVE BEEN FOUND ACCEPTABLE^ ^ ?P ApSLA SPRING STREET V --1'A-�0.^ N0.77263 9Z2 SCALE. AS SHOWN BENCHMARK: EXISTING CONDITIONS AND OF S 74 HEETS 3-04-2021 10/14/20 * E ph¢5 ON PLAN AI 93 13LAKE ELSINORE BENCHMARK: REMON HABIB,RCE No.83156 DATE AHMAD ASLAM KHAN,RCE No.77283 DATE 6/30/2021 DESCRIPTION: CHISELED SOUARE IN TOP or DEMOLITION PLAN FILE INC. CITY ENGINEER ]VI CURB AT EAST CORNER INTERSECTION POTTERY CITY OF LAKE ELSINORE V DATE: 10/16/2020 ST.AND SILVER ST. 019-051 ELEVATION:1384.19'-DATUM:NOVD29 MATCH LINE STA:14+75.00 W.SUMNER ST. REFER TO SHEET C-1.4 I a T �I i I 6 3I[A SAWC 6 - -----------�_----------�-----------� 11 13 i25.1' f25.1' SAWCUT x -- ---------- O F--- i ° ° ° ° ° _ - O O- „ 17 17 2 11 22 15 / 17 16 20 '`` P ° ° ° y 11 12 y 17 -O Lo I a T N T ---- ---------' ° S y S ° °° S f ° ° S LC) N I c G W AB 12 G AS G G 6 G G 2 4'6 S SAWCUT LINE G 2 N W W VV W +I W 10 W 10 W 15 W W W W 15 W 10 W 10 J SAWCUT LINE R M 6 WATER 15 M Q - SAWCUT LINE -Q LLl 1— 22+00 23+00 _ 1 _ 1 1 — _ — _ — W 54 SEWER �.STA:23+60.43 SPRING STREET "�' •/aa< W W W W 8 DR14 C900 PVC WATER W 0 Z S S S Sg (n W - "_Sao W- `.STA:14+25.46:.W.-.SUMNER..STREET '+ W S S - 54"SEWER SLLj LyJ Z I W 15 r SAWCUT LINE 8"DR14 C900 PVC WATER 15 10 10 S ,p 1 10 I Z m W 2 .____ S S ___ S S (!J U I � n � � 1 � -��,r w 24"SEWER U � Q 3 0 I Q ® P —P P P P P F - ---------- - -- -- --- 22 7 p 10 + 1 Ell 2 2 1 'W.SUMNER STREET EXISTING CONDITIONS AND DEMOLITION PLAN: SPRING STREET SCALE:1"=20' MATCH LINE STA:14+75.00 W. POTTERY ST. REFER TO SHEET C-1.4 CIVIL BID ALTERNATE 1 _ 14 5 1 22 al I 12 0 — _ — — 10 --_ —__— - ------------G--- CDI S ° S ° S ° ° S P S S 7 4 5 4"GAS G fl L L,) M _ I - G Lj6 G G G G 2 _ _____ ___ ___ ___________ ____________ ________________7-7, __ M 7 ry C7 N 4' GAS 12 STA:30+30:S4SPRING-STREET 1 2 3250 2 - 1 -c'7 -W W 15 W 6"WATER W W STA:14+25.02 W.POTTERY STREET 0 10 SAWCUT LINE 1 S U W Q- SAWCUT LINE W S S oQ I.-_ S_ _ 54"SEWER 31+00 8"DR14 C900 PVC WATER 15 32+00 W W 33+00 W 15 W� W O W _ 10 2"WATER W 2 QZ S 6 S 24"SEWER S 19 SAWCUT LINE 14 18 S S S S 24"SEWER S S S Z U) W 2 1 - 10 15 12 P P P P ELI P 2 LWLI W U � + � 11 QI a --------- -- 4 s - - 4 Q ---- P-- -- -- P 10 P P y ----- 3 15 2 1— ' — 22 10 � 4 17 SAWCUT LINE +I � 12 12 I SAWCUT LINE 14 MATCH LINE STA:13+75.00 W. POTTERY ST. REFER TO SHEET C-1.4 EXISTING CONDITIONS AND DEMOLITION PLAN: SPRING STREET SCALE:1"=20' DEMOLITION KEY NOTES DEMOLITION KEY NOTES �1 SAWCUT,DEMOLISH AND REMOVE EXISTING AC PAVEMENT. 13 PROTECT IN-PLACE EXISTING PCC CURB RAMP. �2 SAWCUT,DEMOLISH AND REMOVE EXISTING PCC CURB. 14 PROTECT IN-PLACE EXISTING PCC HARDSCAPE. Y' = 20' 20 0 20 40 �3 SAWCUT,DEMOLISH AND REMOVE EXISTING PCC CURB AND GUTTER. 15 PROTECT IN-PLACE EXISTING AC PAVEMENT. scale feet ® SAWCUT,DEMOLISH AND REMOVE EXISTING AC DIKE. 16 PROTECT IN-PLACE EXISTING CONCRETE DRIVEWAY. �5 SAWCUT,DEMOLISH AND REMOVE EXISTING CONCRETE HARDSCAPE. 17 PROTECT IN-PLACE EXISTING SIGN. UATE: 10/14/20 © SAWCUT,DEMOLISH AND REMOVE EXISTING CONCRETE DRIVEWAY. 18 PROTECT IN-PLACE EXISTING CATCH BASIN INLET. PLOTTED: 4:46 P �7 SAWCUT,DEMOLISH AND REMOVE EXISTING CURB RAMP. 19 DEMOLISH AND REMOVE EXISTING CATCH BASIN INLET. WSP PROJECT NO. 31600092 DI RT MPORTANT NOTICE 10 PROTECT IN-PLACE EXISTING UNDERGROUND UTILITY. 20 PROTECT IN-PLACE EXISTING HYDRANT. WSP USA DESIGN BY. SECTION 421 DIG AL OF THE GOVERNMENT CODE 506 West Graham Avenue,Suite 105, SLL REQUIRES A DIG ALERT IDENTIFICATION NUMBER 11 PROTECT IN-PLACE EXISTING TELEPHONE POLE AND ASSOCIATED GUY 22 SALVAGE,REMOVE RELOCATE EXISTING STRIPING PLANTS,FOR REFER TO Lake Elsinore,CA 92530 DRAWN BY: SLL BE ISSUED BEFORE A "PERMIT To EXCAVATE"NUMBER REFER TO SHEET C 1.0 FAR M 1p1 FREE WILL BE VALID. FOR YOUR DIG ALERT I.D.LD. NUMBER 12 PROTECT IN-PLACE EXISTING PCC CURB. LOCATION. (951) 471-1625 Fax:(951)471-1635 REVIEWED BY: CALL UNDERGROUND SERVICE ALERT DEMOLISH AND REMOVE EXISTING TREE/TREE STUMP AND ASSOCIATED GENERAL NOTES,AND LEGEND AAK 1-800-227-2600 33 TOLL FREE 1-800-227-2600 ROOTS. �+2 Working Days Before You Dig TWO WORKING DAYS BEFORE YOU DIG ENG.DEPT.REVIEW:C.NORVANI 3-4-21 C-1.2 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT CITY OF LAKE ELSINORE SHEET 7 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS r FOR AND HAVE BEEN FOUND ACCEPT`A/BLE_ ,1 ^ ?P ApSLA SPRING STREET 74 Oki V iM k-w, �e NO.77263 9Z2 SCALE. AS SHOWN BENCHMARK: EXISTING CONDITIONS AND OF SHEETS 3-04-2021 10/14/20 * 1feS ON PLAN AI 93 13LAKE ELSINORE BENCHMARK: REMON HABIB,RCE No.83156 DATE AHMAD ASLAM KHAN,RCE No.77283 DATE 6/30/2021 DESCRIPDON: CHISELED SQUARE IN TOP or DEMOLITION PLAN FILE No. CITY ENGINEER ]VI CURB AT EAST CORNER INTERSECDON POTTERY CITY OF LAKE ELSINORE DATE: 10/16/2020 5T.AND SILVER ST. 01 9-()rJ1 ELEVATION:1384.19'-DATUM:NOVD29 W.FLINT STREET - Li 01 I 20 m -- 17 11 na �' 13 N O� C G 30 1 ° - CID C M_ 1 g S 54"SEWER 1 2 4 GAS SAWCUT LINE 2 W U +;S SAWCUT LINE S 10 S 6"SFSWER Z U L~L I--I W 34+00 15 W 8 DR14 C900 PVC WA85fi00 W W 36+00 15 +00 S W W � = W � LU I—S S S S S S S 24"SEWER S_STA:14+25.46 W.FILINTS STREET L U P P P P _2 P P P P ° W P. U) <I � ° Q --------------T---------------------------------- -- m I r_-- EXISTING CONDITIONS AND DEMOLITION PLAN: SPRING STREET MATCH LINE SCALE:1"=20' STA:13+75.00 W. FLINT ST. REFER TO SHEET C-1.3 DEMOLITION KEY NOTES ❑1 SAWCUT,DEMOLISH AND REMOVE EXISTING AC PAVEMENT. SPRING STREET ❑2 SAWCUT,DEMOLISH AND REMOVE EXISTING PCC CURB. i , 1 ❑5 SAWCUT,DEMOLISH AND REMOVE EXISTING CONCRETE HARDSCAPE. L_ -_—__— - _-------_ © SAWCUT,DEMOLISH AND REMOVE EXISTING CONCRETE DRIVEWAY. a�r 2131A3S 9 r t ( ❑9 DEMOLISH AND REMOVE EXISTING LANDSCAPE AND ASSOCIATED ROOTS. s 10 PROTECT IN-PLACE EXISTING UNDERGROUND UTILITY. LJ 11 PROTECT IN-PLACE EXISTING TELEPHONE POLE AND ASSOCIATED GUY --_ J 16 `--- _ WIRES. 6 1 12 6 12 1 29 12 1 7 7726 12 PROTECT IN-PLACE EXISTING PCC CURB. W S R OS„bZ SAWCUT LINE o SAWCUT LINE 15 o SAWCUT LINE SAWCUT (j —STA:16+80:17 SPRINGS ET. aS o 0 5 0 Z I OS I5 cv c.l LINE c.l 13 PROTECT IN-PLACE EXISTING PCC CURB RAMP. J STA:14)F 25:151 W.HEALD EET - N3M3S„9 LLI 2}. — — — 14 PROTECT IN-PLACE EXISTING PCC HARDSCAPE. W U+00 4+00 b31tlM NVBV°„b 13+00 12+00 11+00 10 00 _ �1 S NV V AA NVBV M NVBV M 15 PROTECT IN-PLACE EXISTING AC PAVEMENT. W _ „bl M i131VM„bl M o _ W 16 PROTECT IN-PLACE EXISTING CONCRETE DRIVEWAY. VM NtlBtl„b NVBV _N p Po MATCH LINE LU � 17 PROTECT IN-PLACE EXISTING SIGN. M ° 3 20 PROTECT IN-PLACE EXISTING HYDRANT. z STA:13+75.00 W. HEALD ST. ❑ 9 N - REFER TO SHEET C-1.1 < 26 PROTECT IN-PLACE EXISTING CURB AND GUTTER. PROTECT IN-PLACE EXISTING LIGHT POLE AND ASSOCIATED ELECTRICAL f�_ 1 3❑0 SAWCUT,DEMOLISH AND REMOVE PORTION OF EXISTING CROSS GUTTER. SPRING STREET EXISTING CONDITIONS AND DEMOLITION PLAN: W. HEALD STREET SCALE:1"=20' 1" = 20' 20 0 20 40 scale feet DATE: 10/14/20 PLOTTED: 4:46 P WSP PROJECT NO. D1 RT IMPORTANT NOTICE WSP USA DESIGN BY: 31600092 SECTION 421 OF THE GOVERNMENT CODE 506 West Graham Avenue,Suite 105, BILLREQUIRES A DIG DIG AL ALERT IDENTIFICATION NUMBER DRAWN BY: BE ISSUED BEFORE A "PERMIT TO EXCAVATE" REFER TO SHEET C-1.0 FOR Lake Elsinore,CA 92530 BILL WILL BE VALID. FOR YOUR DIG ALERT I.D. NUMBER fill 1p1 RE 951 471-1625 Fax: 951 471-1635 REw6w6D BY: 1-800-227-2600 CALL L FREE SERVICE ALERT GENERAL NOTES,AND LEGEND AA TALL FREE 1-800-227-2600 2 Working Days Before You Dig TWO WORKING DAYS BEFORE YOU DIG C-1.3 ENG.DEPT.REVIEW:C.NORVANI 3-4-21 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT CITY OF LAKE ELSINORE SHEET S APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS r FOR AND HAVE BEEN FOUND ACCEPTABLE ?p.APSLA SPRING STREET 74 "'A'}L �A�.a. NO.77263 9Z2 SCALE. AS SHOWN BENCHMARK: EXISTING CONDITIONS AND OF SHEETS 3-04-2021 10/14/20 �F EMph¢5 ON PLAN AI 93 13LAKE ELSINORE BENCHMARK: REMON HABIB,RCE No.83156 DATE AHMAD ASLAM KHAN,RCE No.77283 DATE 6/30/2021 DESCRIPDON: CHISELED SQUARE IN TOP or DEMOLITION PLAN FILE No. CITY ENGINEER ]VI CURB AT EAST CORNER INTERSECDON POTTERY CITY OF LAKE ELSINORE V DATE: 10/16/2020 5T.AND SILVER ST. O�9-OrJ1 ELEVATION:1384.19'-DATUM:NOVD29 MATCH LINE STA:14+75.00 W. HEALD ST. REFER TO SHEET C-1.1 SPRING STREET 8 a ' 14 25 ° 7 /M"9 d ��+ 1 i� N31 SAWCUT LINE 4'o 23 26 18 SAWCUT LINE m I a STR EL. 15 _ STA:14+25.46 W.SUMNER STREET 1° 16+00 15+00 'A°0 14+0 , SAWCUT SAWCUT LINE 26 18 1 LINE _ a= i a --------------- ---------- -- DEMOLITION KEY NOTES -� N r ❑1 SAWCUT,DEMOLISH AND REMOVE EXISTING AC PAVEMENT. SPRING STREET �2 SAWCUT,DEMOLISH AND REMOVE EXISTING PCC CURB. EXISTING CONDITIONS AND DEMOLITION PLAN: W. SUMNER STREET ® SAWCUT,DEMOLISH AND REMOVE EXISTING AG DIKE. SCALE:1"=20' MATCH LINE ❑5 SAWCUT,DEMOLISH AND REMOVE EXISTING CONCRETE HARDSCAPE. MATCH LINE SPRING STREET STA:13+75.00 © SAWCUT,DEMOLISH AND REMOVE EXISTING CONCRETE DRIVEWAY. STA:14+75.00 W. POTTERY ST. li I I - i W. POTTERY ST. I ❑9 DEMOLISH AND REMOVE EXISTING LANDSCAPE AND ASSOCIATED ROOTS. REFER TO SHEET C-1.2 cD 1 [REFER TO SHEET C-1.2 - 11 PROTECT IN-PLACE EXISTING TELEPHONE POLE AND ASSOCIATED GUY _ — _ -- ---__--- - --� I ° r 12 PROTECT IN-PLACE EXISTING PCC CURB. -- -- ------------ - �- L ° 13 PROTECT IN PLACE EXISTING PCC CURB RAMP 11 ° ° QS OS Q � � O ; 1 S 1 S O - 1841'/ 1 4 �..__4__ __ O ° ° -- -O 14 PROTECT IN-PLACE EXISTING PCC HARDSCAPE. r-_ 16 12 i6 a31VM„9L 1 ., 1 1 - d_ M W 2 CIVIL BID ALTERNATE 1 r M 2 - W 5 PROTECT IN-PLACE EXISTING AC PAVEMENT. SAWCUT LINE - - N=TA:30+30.51 SPRIN REST M 83 M 9 M J STA: 14+25.02 W.P Y STREET N31VM„8 —r%7 r� �==== �'°' ?J31tlM 9- = I i. - 11. 16 PROTECT IN-PLACE EXISTING CONCRETE DRIVEWAY. 17+00 I 1 EE -- — -MOO- d 1�. 14+00 34 13i w O 17 PROTECT IN-PLACE EXISTING SIGN. 0 15 0 ' `2 1 M z m 18 PROTECT IN-PLACE EXISTING CATCH BASIN INLET. 2 � � 2 � _ 12 J W L--- ��� ��------ ------���������„ ���_____ ��. �i - 1115 9 I CL1J 20 PROTECT IN-PLACE EXISTING HYDRANT. Q23 PROTECT IN-PLACE EXISTING TREE. -H +I - ° REMOVE,SALVAGE,AND RELOCATE EXISTING WOOD FENCE AND GATE '----__—_-- -- _ -- _ _�'-� ----}-----------------` 24 WITHIN RIGHT OF WAY.RELOCATE FENCE To PROPERTY LINE ROW. 77 PROTECT IN-PLACE EXISTING WALL. 3 26 PROTECT IN-PLACE EXISTING CURB AND GUTTER. 27 PROTECT IN-PLACE EXISTING STORM DRAIN MANHOLE. SPRING STREET 28 PROTECT IN-PLACE EXISTING FENCE. EXISTING CONDITIONS AND DEMOLITION PLAN: W. POTTERY STREET 34 1.5"GRIND AND 1.5"OVERLAY AND PROVIDE CRACK FILL AND TYPE II SCALE:1"=20' SLURRY SEAL COAT WITHIN ENTIRE WIDTH OF THE W.POTTERY STREET FROM STATION 10+28 TO STATION 14+08,EXCEPT IN THE SECTIONS WHERE NEW PAVEMENT SURFACE IS CALLED OUT IN THESE PLANS. REFER TO SHEET C-2.4 I L~LJ 1 1` @ cn H— o -----------------' a ^ z 2 + Q U` 2 1 M 12 12 26 A 13 14 � M � LU 34 QW Op 12+00 34 11+00 10 00 M z I SAWCUT LINE 20 0 20 40 LL1W = , M i115' 9 12 M 12 SAWCUT LINEw _' g 12 9 17 13 14 ," 20 SCale feet Q 2 2 1Jlll° 24 24 - -------- i GATE: 10/14/20 SAWCUT LINE 14 I " WSP PLOTTED: 4:46 P I 15 28 D1 rti T IMPORTANT NOTICE ' 1JVSP USA DESIGNN BY.BY:CT No. 31600092 SECTION 4216/4217 OF THE GOVERNMENT CODE BILL REQUIRES A DIG ALERT IDENTIFICATION NUMBER 506 West Graham Avenue,Suite 105, DRAWN BY: BE ISSUED BEFORE A "PERMIT To EXCAVATE" EXISTING CONDITIONS AND DEMOLITION PLAN: REFER TO SHEET C-1.0 FOR Lake Elsinore,CA 92530 BILL FRE WILL BE VALID. FOR YOUR DIG ALERT I.D. NUMBER SCALE:1"=20' (951) 471-1625 Fax:(951)471-1635 REVIEWED BY: 1-800 2277-2600 CALL UNDERGROUND SERVICE ALERT GENERAL NOTES,AND LEGEND AAK TOLL FREE 1-800-227-2600 2 Working Days Before You Dig TWO WORKING DAYS BEFORE YOU DIG ENG.DEPT.REVIEW:C.NORVANI 3-4-21 C-1.4 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT CITY OF LAKE ELSINORE SHEET 9 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS r FOR AND HAVE BEEN FOUND J.ACCEPTABLE — PApSLA SPRING STREET N0.77263 9Z2 SCALE. AS SHOWN BENCHMARK: EXISTING CONDITIONS AND OF 74 SHEETS _ 3-04-2021 10/14/20 * E ph¢5 ON PLAN AI 93 13LAKE ELSINORE BENCHMARK: REMON HABIB,RCE No.83156 DATE AHMAD ASLAM KHAN,RCE No.77283 DATE 6/30/2021 DESCRIPTION: CHISELED SOUARE IN TOP or DEMOLITION PLAN rt�� CITY ENGINEER IVI CURB AT EAST CORNER INTERSECDON POTTERY CITY OF LAKE ELSINORE DATE: 10/16/2020 5T.AND SILVER ST. ELEVATION:1384.19'-DATUM:NOVD29 �-.— .—. . . � __-- _ --------_--,.. -i-----�---�.�-- . ----- ---,_------- � ;—i- W ABAN WAB N W ABAN W ABAN W ABAN W ABAN W AB N ',.N77 .I ABAN6"WATERABAN 6"W TZ � - T T T T 1 T 1 TT T T T Z U 6"SEWER N— EE 8"SEWER W U 0 - 3,.GAS O O O O O 0 - O -0 - U W S� I 2 LU 8"PVC WATER 3' GAS S S 54"SEWER H U� Q m - M M M AA— 11 M, W W Q W 8"PVC WATER S ' S n S_ W LU W S F 54"SEWER z S S S S S U) - S 54'SEWER 24 SEWER co W. SULPHUR STREET EXISTING CONDITIONS PLAN: SPRING STREET SCALE:1"=20' LIMITED STRET 1 T T T 1 G G G G G G Z ^.N W ABAN W A N W ABAN-�-6^-��W ABAN AHAN W ABA W ABAN W ABAN N W A AN W BAN I - W (7 ABAN 6"WATER W LL W JAI _ _ IJ > c) I M n M�b7ma7ae - M - M- - M - - M - -M - M - M - - M - - �., M - --I m Q m M y M M AA M M M M M M M M M M W z 8"PVC WATER W I ILL!� O n 0° `.*i T. h o h O (n T 5a LIBRARY STREET EXISTING CONDITIONS PLAN: SPRING STREET LIMITED STRET SCALE:1"=20' LAKESHORE DRIVE � A _ . - / A 71 ,BAA A AN W ABA, W ABAN 6"WATER ILL. zJ -I= w o M A\ M M PP I_ m M M M M AA M Q Q 000 mQ 8"PVC WATER LL 167 a"5 w R LL 20 0 20 40 a Means,, 3"GAS --------------- � 1" = 20' / -- scale feet a a� I2 i - DATE` 10/14/20 I `` PLOTTED: 4:46 P LAKESHORE DRIVE wsP PROJECT No. 31600092 D1 RT IMPORTANT NOTICE EXISTING CONDITIONS PLAN: SPRING STREET WSP USA DESIGN BY: SLL DIG AL , , SECTION 421 OF THE GOVERNMENT CODE SCALE:1"=20' 506 West Graham Avenue Suite 105 REQUIRES A DIG ALERT IDENTIFICATION NUMBER DRAWN BY: BE ISSUED BEFORE A "PERMIT TO EXCAVATE" REFER TO SHEET C-1.0 FOR Lake Elsinore,CA 92530 SLL WILL BE VALID. FOR YOUR DIG ALERT I.D. NUMBER M tpl DSE 951 471-1625 Fax: 951 471-1635 REw6w6D BY: 1-800-227-260o GALL UNDERGROUND SERVICE ALERT GENERAL NOTES,AND LEGEND AA TOLL FREE 1-800-227-2600 2 Working Days Before You Dig TWO WORKING DAYS BEFORE YOU DIG ENG.DEPT.REVIEW:C.NORVANI 3-4-21 C-1.5 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT CITY OF LAKE ELSINORE SHEET 1 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS r FOR AND HAVE BEEN FOUND ACCEPTABLE ?P ANSLA SPRING STREET 74 NO.77263 9Z2 SCALE: ASSHOWN BENCHMARK: EXISTING CONDITIONS PLAN OF SHEETS 3-04-2021 10/14/20 * CITY OF LAKE ELSINORE BENCHMARK: E>Ipires ON PLAN A-93-13 REMON HABIB,RCE No.83156 DATE AHMAD ASLAM KHAN,RCE No.77283 DATE 6/30/2021 DESCRIED N: CHISELED SOUARE IN TOP of FILE No. CITY ENGINEER ]VI CURB AT EAST CORNER INTERSECDON POTTERY CITY OF LAKE ELSINORE V DATE: 10/16/2020 5T.AND SILVER ST. 019-051 ELEVATION:1384.19'-DATUM:NOVD29 W. MINTHORN STREET I----------------------- ----- --------- ---------------- — 1----- 2"'WATER' ° .. 1 2°WATER M WATER W , 2"WATER Z U S S S 54"SEWER S S S— 6"SEWER S S S S S S LU 6"SEWER S S J 54"SEWER 43+00 43+63 W _ — S — — S W I M 8"DR14 C900 PVC WATER M M M M M M M M M 6 DR14 C900 PVC WATER AA —S S M S M S W P G P G P G G P G G G P G G G G G N G % i a b o -------------- --- ----------- -- ----------- ----- -- ---- -- -- - ----------------------------- -------------- -- ------ � I I EXISTING CONDITIONS PLAN: SPRING STREET W. MINTHORN STREET SCALE:1"=20' N.RILEY STREET 11, ' " I EXISTING 1"WATER SERVICE w REFER TO LANDSCAPE / 3 3 Q w PLANS FOR CONNECTION / � 3 a�z 7.57 + - ,dVB'd �NtlBtl„Z NVBV NVBV M p. 9 r.• 4, U' I 2131VM„Ol STA:10+00.00 RILEY STREET —M M M 831tlM u0l M !�•: Sf a r d r M°--< r °M , W_ STA:18+65.57 W.HEALD STREET S 1l. °r °r r QS= („) W Cr Z I (IS„bZ Z J 3 3 v� cD 3 <r W = o _ U �66 1 :°•. "",.t7+q0: C, .r�, sy,•.� t.°�.' °; i6+00 1 = H W Q I \ a31VM„bl r ••,r.s °r LU M N�. M M e, M M M - W W I ?J31VM„bl M ?J31VM„b M, N>r i131VM„b M 6"SEWERLU ===777 ------ N.RILEY STREET EXISTING CONDITIONS PLAN: W. HEALD STREET SCALE:1"=20' N.LANGSTAFF STREET a31VM.0 2131VM NVBtl„Z -_-____--- M NVEV M— NVBV M �NVIIV��AANVIIV M NVBV M NV M I~ M M 231VM ,Of M M M M M _W W J Z 3LU ?J3M3S 9 N3M3S 9 83M3S•9 > J Im S131VM„ZLM �31VM„bl M M M M I L'j 1" _ 20' 20 20 40 scale feet z ® AA M M M a e 831tlM„b ?J31tlM„b 2131VM„E •' i II'' ' •• r " DATE: 10/14/20 Wra i°� me o- •I� - I PLOTTED: 4:46 P DI RT wsP PROJECT"°. 31600092 42O OF T NOTICE N.LANGSTAFF STREET WSP USA DESIGN BY: SECTION 4216/ 17 OF THE GOVERNMENT CODE SUE REQUIRES A DIG ALERT IDENTIFICATION NUMBER SEE SHEETC-1.7 EXISTING CONDITIONS PLAN: W. HEALD STREET 506 West Graham Avenue,Suite 105, DRAWN BY: BE ISSUED BEFORE A "PERMIT TO EXCAVATE" Lake Elsinore,CA 92530 SLL WILL BE VALID. FOR YOUR DIG ALERT I.D. NUMBER SCALE:1"=zo' REFER TO SHEET C-1.0 FOR -800 227F-2600 CALL UNDERGROUND SERVICE ALERT GENERAL NOTES,AND LEGEND (951) 471-1625 Fax:(951)471-1635 RENEWED BY: AAK TOLL FREE 1-800-227-2600 2 Working Days Before You Dig TWO WORKING DAYS BEFORE YOU DIG ENG.DEPT.REVIEW:C.NORVANI 3-4-21 C-1.6 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT CITY OF LAKE ELSINORE SHEET 11 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS F FOR AND HAVE BEEN FOUND ACCEPTABLE ?PANSLA SPRING STREET N0.77263 9Z2 SCALE. AS SHOWN BENCHMARK: EXISTING CONDITIONS PLAN OF SHEETS 74 3-04-2021 10/14/20 * A— OF LAKE ELSINORE BENCHMARK: E>Ipires ON PLAN A—s3—t3 REMON HABIB,RCE No.83156 DATE AHMAD ASLAM KHAN,RCE No.77283 DATE 6/30/2021 DESCRIPnON: CHISELED SOUARE IN TOP of FILE No. CITY ENGINEER IVI CURB AT EAST CORNER INTERSECDON POTTERY CITY OF LAKE ELSINORE V DATE: 10/16/2020 ST.AND SILVER BT. ELEVATOR 1384.19'—DATUM NOVD29 019-051 : I I 6"WATER 6" W W WAifi4 1v W Ly �j 30"'WATER W W W W 0"WATER .v ,N W W W _W W WATER I W J0I z zW - s s s s s s s s s —s s s � zw U m w QW WWAM W W W W I?WATER m ms•9 W W g, W W W W W W T cd - T T T T T T T T T T T T T W W W W W AAN WAT W W W 2"WATER W W W W W W 2°WATER W W AN W A AN W A AN W A AN W A AN W A AN W A AN W A AN W A AN W A AN vj _ . W W AAN GAS - I I EXISTING CONDITIONS PLAN: N. LANGSTAFF STREET SCALE:1"=20' MATCHLINE SEE ABOVE LEFT N.POE STREET N.LANGSTAFF STREET !n 91tlM., o �� 0 W G G G G G sys„s Cq 831VM„9 W W W_W W —2131tlM„9 z U W mm 3 m Z a ~ a a LU HI aAh„ �3M3S„2 S N3M „2 W V, Z l 213 W W W W w JN_ �_ _ W ^1L_—_�G _—�L W S319W� ?J31tlM„9—— ———1^L___JOL_ v1�_— W w W 2131VM„Zl W_ w W W W W 2131tlM W�l T T T T T . . - N.POE STREET EXISTING CONDITIONS PLAN: W. GRAHAM AVENUE SCALE:1"=20' 20 0 20 40 1" = 20' scale feet DATE:` 10/14/20` PLOTTED: 4:46 P WSP PROJECT NO. DI RT IMPORTANT NOTICE WSP USA DESIGN BY: 31600092 SECTION 421 DIG AL OF THE GOVERNMENT CODE 506 West Graham Avenue,Suite 105, SLL REQUIRES A DIG ALERT IDENTIFICATION NUMBER q DRAWN BY: BE ISSUED BEFORE A "PERMIT To EXCAVATE" REFER TO SHEET C-I.0 FOR Lake Elsinore,CA 92530 SLL WILL BE VALID. FOR YOUR DIG ALERT I.D. NUMBER �1p1� 951 471-1625 Fax: 951 471-1635 REw6w6D Br: 1-800-227-2600 CALL UNDERGROUND SERVICE ALERT GENERAL NOTES TOLL FREE 1-800-227-2600 ,AND LEGEND AAK 2 Working Days Before You Dig TWO WORKING DAYS BEFORE YOU DIG ENG.DEPT.REVIEW:C.NORVANI 3-4-21 C-q 1.17 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT CITY OF LAKE ELSINORE SHEET 12 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS r FOR AND HAVE BEEN FOUND ACCEPTABLE ?P ANSLA �y _ SPRING STREET N0.77283 9Z2 SCALE. AS SHOWN BENCHMARK: EXISTING CONDITIONS PLAN OF S 74 HEE S 3-04-2021 10/14/20 * CITY OF LAKE ELSINORE BENCHMARK: E>Ipires ON PLAN A-93-13 REMON HABIB,RCE No.83156 DATE AHMAD ASLAM KHAN,RCE No.77283 DATE 6/30/2021 DESCRIPDON: CHISELED SQUARE IN TOP of FILE No. CITY ENGINEER ]VI CURB AT EAST CORNER INTERSECDON POTTERY CITY OF LAKE ELSINORE V DATE: 10/16/2020 ST.AND SILVER ST. 01 9-()rJ1 ELEVATOR 1384.19'-DATUM:NOVD29 N.KELLOGG STREET N. LINDSAY STREET (24 F G G Stl9 9 z _ G G G G G G G G G � ILL. W W W W W W W .. \"i W W LU LU 2131VM„9 a 831VM„9 ?J31tlM„9 LU Z a I U Z �I �Q U = LU - i U S,8 S a M ,• ?J3�S"8 Z LU I— DO Q _ 2131VM,ZI ?31VM.Zl 2131VM„ZI, _W < °^/ W W W W W W W W W W W W W W W "J W W W W W W W W W W W W W LU I U31tlM„g N31VM,9 831VM„9 I cf) U) T T T T T T T T P 1 P P P P �P F • ° 157 N.KELLOGG STREET N.LINDSAY STREET EXISTING CONDITIONS PLAN: W. GRAHAM AVENUE SCALE:1"=20' SCRIVENER STREET 1 N.LOWELL STREET CD 77-1V w w e w w ahft„9 G G W W W W W W W Stl9,.9 W G W . W G W �tl9 9 G W G W 2131VM„9 2131tlM„9 _ LU I � Z J 5 3 ""• I g U 213M3S„8 ?J3M3S„8 a3M3S,8 LU 2i31VM d31VM„ZI N31VM Zl - m Q W W W W W W W ,V W W W WW ,kJ ','J ,N ,V W W W W W W W W W W I LU cG ?J31tlM„9 2131tlM„9 ?J31tlM„9 LU T T T T T T T T T T T T T T T T I - cf) P O •PO P P° 2131tlM"S Z O P P O P � III °� �°� • 3i� �� '''� I SCRIVENER STREET N.LOWELL STREET EXISTING CONDITIONS PLAN: W. GRAHAM AVENUE SCALE:1"=20' 20 0 20 40 1" = 20' scale feet DATE` 10/14/20 PLOTTED: 4:46 P 7 WSP PROJECT NO. D1 RT IMPORTANT NOTICE WSP USA DESIGN BY: 31600092 SECTION 421 OF THE GOVERNMENT CODE 506 West Graham Avenue,Suite 105, SLL REQUIRES A DIG DIG AL ALERT IDENTIFICATION NUMBER DRAWN BY: BE ISSUED BEFORE A "PERMIT To EXCAVATE" REFER TO SHEET C-1.0 FOR Lake Elsinore,CA 92530 SLL WILL BE VALID. FOR YOUR DIG ALERT I.D. NUMBER �1p1� 951 471-1625 Fax: 951 471-1635 REw6w6D Br: 1-800-227-2600 CALL UNDERGROUND SERVICE ALERT GENERAL NOTES,AND LEGEND AAK TOLL FREE 1-800-227-2600 C-1.0 2 Working Days Before You Dig TWO WORKING DAYS BEFORE YOU DIG U ENG.DEPT.REVIEW:C.NORVANI 3-4-21 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT CITY OF LAKE ELSINORE SHEET 13 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS r FOR AND HAVE BEEN FOUND ACCEPTABLE ?PANSLA �y _ SPRING STREET _� �' ""'� 1l^ �A•�.a�- N0.77283 9Z2 SCALE. AS SHOWN BENCHMARK: 74 EXISTING CONDITIONS PLAN OF SHEE S 3-04-2021 10/14/20 * CITY OF LAKE ELSINORE BENCHMARK: E>Ipires ON PLAN A-93-13 REMON HABIB,RCE No.83156 DATE AHMAD ASLAM KHAN,RCE No.77283 DATE 6/30/2021 DESCRIPDON: CHISELED SQUARE IN TOP of FILE No. CITY ENGINEER ]VI CURB AT EAST CORNER INTERSECDON POTTERY CITY OF LAKE ELSINORE V DATE: 10/16/2020 ST.AND SILVER ST. 01 9—OrJ1 ELEVATOR 1384.19'—DATUM:NOVD29 RILEY STREET - - - - - -- -- -- IRRIGATION PO T T REFER TO SHEET C1.6 _ I I d I v II- I OC T— -- --- -- — _�__— -- � I Vw=j REFER TSSHEET C-2.1 O HEET C2.2 cn SHEET C-2.2I SEE I--C-2.3 rww W 05 c� w rT ' - ' - ' - ' - ' ' - - - - - - - - - -- - a CLO I C, 1-2 w � w I I � — I � Cj) Cf) I W GRAHAM STREET — MAIN STREET W HEALD STREET W SUMNER STREET W.POTTERY STREET W.FLINT STREET ACCESSIBILITY NOTES STREET IMPROVEMENT INDEX SHEET 1. COMPLY WITH THE REQUIREMENTS OF THE CALIFORNIA BUILDING CODE(2016 SCALE:1"=100' GENERAL LEGEND CDC)FOR ALL SITE IMPROVEMENTS. NOTICE TO CONTRACTOR EXISTING PROPOSED 2. MAXIMUM CROSS SLOPE ON WALKWAYS SHALL BE 27. GRADING NOTES GENERAL NOTES THE EXISTENCE AND LOCATIONS OF ALL UNDERGROUND UTILITIES ITEM SYMBOL ITEM SYMBOL 3. NO CHANGES IN LEVEL GREATER THAN 1/2"SHALL BE ALLOWED WITHOUT A (UTILITY PIPES,STRUCTURES,ETC.)SHOWN ON THESE PLANS(MAIN LINES ONLY-NO SERVICE LATERALS)WERE ASCERTAINED BY A 1. NOTIFY UNDERGROUND SERVICE ALERT,(800)227-2600,AND ALL A. THE CONTRACTOR SHALL NOTIFY DIGALERT(1-800-227-2600)AT PROPERTY LINE CURB RAMP. CHANGES IN LEVEL BETWEEN 1/4"AND 1/2"SHALL BE REVIEW OF RECORDS PROVIDED BY THE UTILITY AGENCIES AND ARE CONCERNED UTILITY COMPANIES AT LEAST TWO WORKING DAYS IN LEAST TWO DAYS PRIOR TO STARTING WORK AND SHALL ARRANGE FOR PROPOSED P.C.C.HARDSCAPE BEVELED WITH A SLOPE NO GREATER THAN 1:2. APPROXIMATE.NEITHER THE OWNER NOR THE ENGINEER ASSUMES ADVANCE OF EXCAVATION. AND COORDINATE SHUT DOWN,DISCONNECTION AND CAPPING OF EXISTING CONTOUR — —140— — ANY RESPONSIBILITY FOR UTILITIES NOT SHOWN OR NOT IN THE EXISTING UTILITIES WITH THE APPROPRIATE UTILITY OWNERS PRIOR TO PROPOSED AC PAVEMENT 0 4. CATCH BASIN AND DRAIN INLET GRATES SHALL HAVE SPACES NO GREATER LOCATION SHOWN. 2. LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. COMMENCING THE WORK. EXISTING FENCE X X THAN 1/2"WIDE IN ONE DIRECTION. IF GRATINGS HAVE ELONGATED THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS AND PROPOSED CURB OPENINGS,THEY SHALL BE PLACED SO THE LONG DIMENSION IS THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY VERIFY CONDITIONS ON THE JOB SITE PRIOR TO COMMENCING WORK. B. PROTECT IN PLACE ALL EXISTING IMPROVEMENTS,STRUCTURES AND EXISTING BUILDING 3. THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAVEL. MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER UNDERGROUND UTILITIES TO REMAIN. PROPOSED CURB AND GUTTER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. PRECAUTIONS TO PROTECT ADJACENT PROPERTIES FROM ANY AND ALL C. THE LOCATION AND EXISTENCE OF EXISTING UNDERGROUND FACILITIES EXIST.CONCRETE 5. CURB RAMPS SHALL BE REQUIRED WHEREVER ACCESSIBLE ACCESS ROUTES LOCATIONS OF UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR SHOWN ON THE DRAWINGS WERE OBTAINED FROM A SEARCH OF PROPOSED STORM DRAIN LINE SC DAMAGE THAT MAY OCCUR FROM STORM WATER RUNOFF AND/OR CROSS A CURB. PRIOR TO COMMENCEMENT OF CONSTRUCTION. AVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHALL POTHOLE DEPOSITION OF DEBRIS RESULTING FROM ANY AND ALL WORK IN EXISTING UTILITIES AT POINTS OF CONNECTIONS AND ALL UTILITY EXISTING CURB AND GUTTER PROPOSED CLEANOUT 6, ACCESSIBLE RAMPS AND HANDRAILS SHALL BE REQUIRED WHEREVER SLOPE SPECIAL NOTICE TO CONTRACTOR CONNECTION NTH HIS OR HER PRIVATE DEVELOPMENT CONSTRUCTION. 'CoO CROSSINGS TO DETERMINE EXACT LOCATION PRIOR TO STARTING ANY EXCEEDS 5%. MAXIMUM SLOPE SHALL BE 8.337 LEVEL LANDINGS SHALL BE 4. FILL AREAS SHALL BE CLEARED OF ALL VEGETATION AND DEBRIS, WORK, EXISTING CURB PROPOSED CATCH BASIN ❑� INSTALLED AT TOP AND BOTTOM OF EACH RUN EQUAL TO THE WIDTH OF PRIOR TO STARTING ALL UTILITY CONTRACTOR ON POTHOLE,FIELD THE RAMP,60"X 60"MINIMUM,AND INTERMEDIATE LANDINGS AT INTERVALS VERIFY AND RECORD ALL UTILITY POINT OF CONNECTIONS AND SCARIFIED TO 12",AND INSPECTED BY THE OWNERS INSPECTOR AND D. COORDINATE LOCATION OF ALL UNDERGROUND UTILITIES AND STORM NOT EXCEEDING 30"OF VERTICAL RISE. BOTTOM LANDINGS AND CROSSINGS AND CONFIRM EXISTING PIPE SIZES AND DEPTHS OF SOILS ENGINEER PRIOR TO THE PLACING OF FILL. DRAINS WITH NEW TREE LOCATIONS AND MECHANICAL/ELECTRICAL EXISTING PEDESTRIAN RAMP INTERMEDIATE LANDINGS WITH DIRECTION CHANGES IN EXCESS OF 30 EXISTING PIPES TO MAKE SURE GRAVITY CONNECTIONS OF THE 5. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION FACILITIES. REFER TO LANDSCAPE,PLUMBING AND ELECTRICAL DEGREES SHALL BE MINIMUM 72"IN THE DIRECTION OF TRAVEL. RAMPS AND PROPOSED SEWER AND DRAINAGE LATERALS DO NOT HAVE CONFLICT OF PERMANENT DRAINAGE STRUCTURES,TEMPORARY DRAINAGE DRAWINGS FOR ADDITIONAL INFORMATION. EXISTING SPOT ELEVATION X 65.40 AND THAT THE GRAVITY CONNECTIONS WILL WORK.NOTIFY THE CITY BEST MANAGEMENT PRACTICES,BMPS LANDINGS WITH VERTICAL SIDE DROP-OFFS SHALL HAVE WALLS,RAILINGS, OF LAKE ELSINORE CONSTRUCTION REPRESENTATIVE IMMEDIATELY OF CONTROL( )SHALL BE PROVIDED E. ALL EXISTING"DRY"UTILITIES SHOWN HEREON ARE FOR INFORMATION EXISTING WALL PROTECTIVE SURFACES OR MINIMUM 6"HIGH CURBS. ANY CONFLICT. TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT SITE. PURPOSES ONLY.REFER TO ELECTRICAL PLANS AND APPROPRIATE 6. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND UTILITY COMPANY PLANS FOR ANY WORK ON OR WITH THESE UTILITIES. EXISTING EASEMENT 7. ALL STAIRS SHALL HAVE A 2"WIDE SLIP RESISTANT,CONTRASTING COLOR HAS BEEN CLEARED OF WEEDS,DEBRIS,TOPSOIL AND OTHER F. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. EXIST.AC PAVEMENT 0 STRIPE AND DETECTABLE WARNING,1"MAXIMUM FROM NOSING ON ALL DELETERIOUS MATERIAL. TREADS. EXISTING STORM DRAIN INLET 7. FILLS SHALL BE PLACED IN THIN LIFTS 8 INCH COMPACTED AND 8. ALL PAVEMENT CROSS SLOPES(SLOPES PERPENDICULAR TO THE DIRECTION TESTED AS GRADING PROGRESSES UNTIL FINAL GRADES ARE ATTAINED. ABBREVIATIONS EXISTING STORM DRAIN SD OF TRAVEL)SHALL BE A MAXIMUM OF 2%. ALL RAMPS SHALL HAVE A 8. NO ROCK OR SIMILAR IRREDUCIBLE MATERIAL NTH A MAXIMUM MAXIMUM SLOPE OF 1 IN 12. ALL LANDINGS AT STAIRS AND RAMPS SHALL DIMENSION GREATER THAN 12 INCHES IN ANY DIMENSION SHALL BE RIM RIM ELEVATION CW COLD WATER(DOMESTIC SERVICE WATER) EXISTING SEWER LATERAL S�S HAVE A MAXIMUM SLOPE OF 2%(BOTH DIRECTIONS). ALL WALKWAYS SHALL BURIED OR PLACED IN FILLS. BW BOTTOM OF WALL POO POINT OF CONNECTION EXISTING SEWER LINE S 100 0 100 200 HAVE A MAXIMUM SLOPE LESS THAN 5%IN THE DIRECTION OF TRAVEL. ALL WTR WATER V UTILITY VAULT MAXIMUM SLOPES ARE ABSOLUTE AND SUPERSEDE CONSTRUCTION UTILITY NOTE EXISTING SEWER CLEANOUT —S O 1" = 100' TOLERANCES STATED IN THE PROJECT SPECIFICATION OR ELSEWHERE. THE SWR SEWER MH MANHOLE(SEWER,STORM DRAIN,UTILITY) EXIST.WATER SERVICE&METER FE scale feet CONTRACTOR HAS THE OPTION OF ADJUSTING GRADES TO ALLOW FOR 1.THE FOLLOWING UTILITY LINES ARE SHOWN FOR COORDINATION IE INVERT ELEVATION PVC POLYVINYL CHLORIDE(PIPE MATERIAL) EXISTING WATER MAIN W CONSTRUCTION TOLERANCE BUT SHALL NOT ADJUST GRADES TO LESS THAN PURPOSES ONLY.REFER TO MECHANICAL,PLUMBING AND ELECTRICAL BED BACK FLOW DEVICE FDC FIRE DEPARTMENT CONNECTION 1%SLOPE OR GREATER THAN 2%. THE CONTRACTOR SHALL CONTACT THE DRAWINGS FOR INFORMATION AND DETAILS. EXISTING FIRE HYDRANT CIVIL ENGINEER REGARDING ANY GRADE REVISIONS PRIOR TO CONSTRUCTION ELEC ELECTRIC/ELECTRICAL P.C.C. PORTLAND CEMENT CONCRETE yY° OF PAVEMENT AREAS. THE PAVEMENT SLOPES WILL BE REVIEWED AFTER E -ELECTRICAL -ELECTRICAL DRAWINGS EX EXISTING PIV POST INDICATOR VALVE EXISTING UTILITY BOX DAB 10/14/20 CONSTRUCTION AND PAVEMENT OVER THE MAXIMUM SLOPES SPECIFIED ABOVE T - TELECOMMUNICATIONS -ELECTRICAL DRAWINGS EXISTING SITE LIGHT SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. G -GAS FW FIRE WATER # PLOTTED: 4:47 P WSP PROJECT NO. D1 RT IMPORTANT NOTICE WSP USA DESIGN BY: 31600092 SECTION 421 OF THE GOVERNMENT CODE 506 West Graham Avenue Suite 105 SLL DIG AL , , REQUIRES A DIG ALERT IDENTIFICATION NUMBER DRAWN BY: BE ISSUED BEFORE A "PERMIT TO EXCAVATE" Lake Elsinore,CA 92530 SLL WILL BE VALID. FOR YOUR DIG ALERT I.D. NUMBER (951) 471-1625 Fax:(951)471-1635 RENEWED BY: A1 TOLE R E CALL UNDERGROUND SERVICE ALERT AAK 1-800-227-2600 TOLL FREE 1-800-227-2600 2 Working Days Before You Dig TWO WORKING DAYS BEFORE YOU DIG ENG.DEPT.REVIEW:C.NORVANI 3-4-21 C-2.0 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT CITY OF LAKE ELSINORE SHEET 14 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS r AND HAVE BEEN FOUN 74 D /y'/ACCEPTABLE ^ p. FOR ApSLA �y _ SPRING STREET 1" ! V �e NO.77263 9Z2 SCALE. AS SHOWN BENCHMARK: OVERALL GRADING AND OF SHEETS 3-04-2021 10/14/20 * E ph¢5 ON PLAN AI 93 13LARE ELSINORE BENCHMARK: REMON HABIB,RCE No.83156 DATE AHMAD ASLAM KHAN,RCE No.77283 DATE 6/30/2021 DESCRIPDON: CHISELED SDUARE IN TOP OF DRAINAGE PLAN FILE No. CITY ENGINEER IVI CURB AT EAST CORNER INTERSECDON POTTERY CITY OF LAKE ELSINORE V DATE: 10/16/2020 5T.AND SILVER ST. 019-!)51 ELEVATION:1384.19'-DATUM:NOVD29 W.GRAHAM AVENUE I QLw_ w o 22 �w ^w ww w Io T RA CD P I.I.C. a o o _ a o W AB 0 1 a 1 a o a ❑o ° ° �o A W ABAN W ABAN W ABAN -� W ABAN W ABAN W ABA BAN W ABAN ° 6"WATER - 1 22 G G 268.93 TC 268.76 T 3 6 WA*RA W T g _ ���LL 7 G G G G G G G G W In o W W W 2 W W W W W T e e 6"WATER 8 6"WATER 8"SEWER m T S T S S 8 � ;.0. +4 S S 54"SEWERS Sin 80 S S: AS 24 H H 24 WATER ¢ 2"WATER 24 W W W m LU LIE 8 W W W W m "DR14 C900 PVC WATER 269.04 TC 4 8 8`J W S ¢¢ S S S 24"SEWER S S S S S _S__S S -S_ I 2 W g�2AMP N.I. H U) z -«------------ ---- 56 �. N nQ w W.GRAHAM AVENUE ^o " E.PECK STREET M�� wo IMPROVEMENT PLAN: SPRING STREET SCALE:1"=20' ° � I I � SIN o W. HEALD STREET z <1 wo o o o I � N �L� S o o I' *a I + g �o +0 23 +� +o a J p ' N" o " rn� 1 o " 54 < � a � ` _o CD 4 2 + 8 _ N - .. -, a < G 4"GAS G 1 G 5 LL , H - .. W W 8 1 N LL 21 3 g o W Y 8 _. W 3 21 W 8 23 a W 3 W o 4' GAS 8 W 13 �N C� 6' WATER W F_- 8"SEWER 266.20 T 6"WATER 266.703fL 6 WATER S 16+09 S 17+00 N 2' WATER 18+00 19+00 °20 00 MEET EXIST. 24 2EC+OOWATER W Cn Y - - _ - - yy r W - W- - vv - - - - ---------V� -_ - Cn p W 54' SEWER 24 WATER STA16+80.17 SPRING STREET S + 54"SEWER S S J S S S S S g S W STA14+25.51 W.HEALD STREET 24.55'CL OFFS W 54"SEWER g"DR1C 0 PVC W T R W 7 53.98'CL OFFSET 24 a U 54"S _W = Q yy W �.az W W i v..c.-W W W EXIS. 8 4 267.90 FL Z Cn J I -C900 PVC WATER 66.52+FL 267.003 TC ' 8"DR14 C900 PVC WATER _ 3 21 12 8 1 J W W 2 -S S S S 55 ES S o 2 .38 TC y F o 7 8 W U- 24 SEVR 81±TC 5 8 2817 . CL FFSET 1 24'SEWER 2 .88 FS 8 ,�g °267.51 TC XIST'S' S 2 W 267.61 FS 6 EX. ONCRlTE _ 9 268.09i;TC 18 caO;q�. • :� 21 267.0 . 21 Q 15"SDSD 26.2 TC L 15' o MEET EXIST - ❑ 267.38 FS cs ------- - 8,85'CL OFFSET .0,. P• a - 8 1 i6+ 267.73 TC ° _. .• ,•.• •_�.' o Q O w 8 •,o 28.81'CL OFFSET c� - 266.45 TC I ° 266.93 FL - 267.45iFS ° •,g N 9 N LL 3 9 MEET EXIST. 9 7 MEET EXIST g 9 266.45 FL 6 �, - -- -- -- - MEET EXIST -- -- -- +{x - - 267.02 FS _r�"- I a, o F - 8 267.54 FS ©• �., _ N o 267.60 FS +I+��, +I+��, `,�" �+w ' " to `� I r"-i "' 7+o 0 MATCH LINE w - - o� _ - " �" STA:13+75.00 W. HEALD ST. Mw t77777 - � w ���� m "� �o~ w .6 REFER TO SHEETC-2.3 �� cl IMPROVEMENT PLAN: SPRING STREET W FRANKLIN STREET SCALE:1"=20' CURB DATA TABLE GRADING AND DRAINAGE KEY NOTES GRADING AND DRAINAGE KEY NOTES ( BEARING/DELTA RADIUS LENGTH REMARKS OPCC CONCRETE ACCESSIBLE CURB RAMP,TYPE I,PER CITY O 4"PCC HARDSCAPE OVER 90%RELATIVE COMPACTED NATIVE, C,D 1 60'41'54.38' 13.38' 14.17' CURB RAMP OF LAKE ELSINORE STANDARD DWG 214A,PER DETAIL C-3.1 PER DETAIL C-3.0 2 N 19'09'01.28'E 24.2C RESIDENTIAL DRIVEWAY 6"HIGH CURB,PER CITY OF LAKE ELSINORE STANDARD DWG B A 3 N 18°5T10.88"E - 3.00' 6"HIGH CURB OZ 18 PCC CONCRETE ACCESSIBLE CURB RAMP,TYPE C,PER DETAIL 202,PER DETAIL @ 4 61'06'27.47" 13.28' 14.17' CURB RAMP 1" 20' 20 0 20 40 C-3.0 C-3.2 = 6"HIGH CURB AND GUTTER,PER CITY OF LAKE ELSINORE RE-GRADE LANDSCAPE AREA WITHIN RIGHT OF WAY AND WITHIN LIMIT 5 53'31'29.47" 15.14' 14.15' CURB RAMP scale feet A O3 OF WORK,TO PROVIDE POSITIVE DRAINAGE TOWARDS STREET AND 6 N 70'27'49.52"W - 18.52' CURB AND GUTTER STANDARD DWG 200,PER DETAIL C-3.0 21 GUTTER.COMPACTION AT LANDSCAPE AREAS SHALL NOT BE GREATER B THAN 85%.ALL FINISHED GRADES AT LANDSCAPE AREAS TO BE 1.5" 7 N 19'05'21.24"E - 46.00' RESIDENTIAL DRIVEWAY OPCC CONCRETE CROSS GUTTER,WIDTH PER PLAN,PER CITY OF LAKE ELSINORE STANDARD DWG 209,PER DETAIL C-3.1 BELOW FINISHED SURFACES.SLOPES SHALL NOT EXCEED 3:1. 8 N 19'03'23.77"E - 299.73' CURB AND GUTTER REMOVE,SALVAGE AND REINSTALL EXISTING UNEVEN PAVERS AROUND DATE: 22 9 90'10'33.80" 16.00' 25.18' CURB RAMP 12/14/20 RESIDENTIAL CONCRETE DRIVEWAY,WIDTH PER PLAN,PER NEW CURB RAMP AND PROVIDE FLUSH TRANSITION. O6 CITY OF LAKE ELSINORE STANDARD DWG 117,AND COUNTY C IMPORTANT NOTICE 3.1 23 6"-8"DIA.ROCK EMBEDDED IN 6"THICK CONCRETE G 12 N 19'02'46.64"E 10 N 70'55'07.08"W - 5.51' CURB AND GUTTER REFER TO SHEET C-2.0 FOR PLOTTED: 3:04 P OF RIVERSIDE STANDARD DWG 213,PER DETAIL HARDSCAPE,DIMENSIONS PER PLAN,PER DETAIL 11 89'57'53.72" 16.00' 25.12' CURB RAMP DI RT O7 FENCE PER LANDSCAPE PLANS. C-3.2 - 264.90' CURB AND GUTTER GENERAL NOTES AND LEGEND wsP PROJECT NO. 31600092 PROVIDE CRACK FILL AND TYPE II SLURRY SEAL COAT WITHIN ENTIRE WSP USA DESIGN BY. SECTION 4216/4217 OF THE GOVERNMENT CODE 44 WIDTH OF THE SPRINGS STREET FROM STATION 10+26 TO STATION 13 N 19'02'46.64"E - 299.02' CURB AND GUTTER 506 West Graham Avenue,Suite 105, SLL REQUIRES A DIG ALERT IDENTIFICATION NUMBER ®4"AC PAVEMENT OVER 4"AGGREGATE BASE,PER DETAIL. C-3.0 36+72,EXCEPT IN THE SECTIONS WHERE NEW PAVEMENT SURFACE IS 53 79'24'52.21" 14.01' 19.42' CURB RAMP NOTE FOR SURVEYOR: Lake Elsinore,CA 92530 DRAWN BY: ILL BE ISSUED BEFORE A "PERMIT TO EXCAVATE" CALLED TIN THESE PLANS. CC TOLL FIRE WILL BECALLIUNDERGROUND SERVICE TALER NUMBER 25 INSTALL TRUNCATED DOMES AT EXISTING CURB RAMP, 0 54 N 81'30'04.06"W - 14.81' CURB AND GUTTER *ADD 1000'TO ELEVATIONS (951) 471-1625 Fax:(951)471-1635 REw6w6D Br: AAK 1-800-227-2600 O PER DETAIL 55 90'29'45.61" 15,00' 23.69' CURB RAMP 2 WorkingDo Before YOU Dig TOLL FREE 1-Boo oo c-3.z SHOWN ON PLANS C-2.1 W TWO WORKING DAYS BEFORE YOU DIG ENG.DEPT.REVIEW:C.NORVANI 3-4-21 56 89'50'14.69" 16.00' 25.09" CURB RAMP MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT CITY OF LAKE ELSINORE SHEET 15 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS r FOR AND HAVE BEEN FOUND ACCEPTABLE ?P ApSLA SPRING STREET 74 Y� } 1l^ �A-kl.�- Nu.7726a 9Z2 SCALE: AssHOWN BENCHMARK: GRADING AND DRAINAGE PLAN OF SHEETS 3-04-2021 12 14/20 * A- OF LAKE ELSINORE BENCHMARK: E>Ipires ON PLAN A-s3-t3 REMON HABIB,RCE No.83156 DATE AHMAD ASLAM KHAN,RCE No.77283 DATE 6/30/2021 DESCRIPTION: CHISELED SOUARE IN TOP OF FILE No, CITY ENGINEER IVI CURB AT EAST CORNER INTERSECDON POTTERY CITY OF LAKE ELSINORE V DATE: 10/16/2020 5T.AND SILVER ST. 019-051 nEVAION:1384.19'-DATUM:NOVD29 I I w o MATCH LINE STA:14+75.00 W.SUMNER ST. ' "-,,i REFER TO SHEET C-2.4 **+ OfN o + I 1 g 3 Q T I U W M w I N iH ii�, ii ii ii iV it ii 41 1H iH w iH ii i1 ii iV iV�, " n nIP 00 +��� °I a' n _ "N�� o g 9 0� +o +o +m 9 +o m " 269.04 TC O O 1 4 i °79 T - ----- O 269.07 FL e 18 ., T � S N I g 21 0 13 269.08 TO G 8 s G 4' GAS G G G G 21 4"GA 47 G ~ W .. 24 VJ 3 W- m W 21 W 8 24 W �, 6 8 TER W 17 W W W 24 W W 8 8 3 W�NQ. J Q WATER LLJ � 22+00 23+00 25+00 26+00 27+00 1­_ Z LLI s k-so. S S o S _ 1 4 N. -- - W ___. W - - - W - - - W 8"DR14 C900 PVC ATER W W 54 SEWER USIA:23+60.43 SPRING STREET Y��`-6'Y� Vy STA.14+25,46 W.SUMNER STR ET (A Z W W 8"DR14 C900 PVC WATER 270.08 FL L4 I 270,67 TC 3 3 g Z m W J I 3 8 12 3 269.96 TC 8 21 J LLI W Z_ S S" r S U U _....... ., .., 7El (/) � 270.77 TC •o : of 21 g 21 15 9 21 9 I g N N I• 16 21 I � i •�+-,`X"�''o�� �To o I mo- mo 0 0 "0 0 0 0 ooF 1 +o +o w ��ro IM 1 W.SUMNER STREET IMPROVEMENT PLAN: SPRING STREET SCALE:1"=20' MATCH LINE STA:14+75.00 W. POTTERY ST. 4 .REFER TO SHEET C-24 mom �o o mo CIVIL BID w + M 9 ALTERNATE 1 �" w +'."" 38 '' n o 0 0 o 30+18.17 BCR 5.5 8 - 18.17'CLOFFSET 267.11 TC 26 - w 269.61 FL a 24 " "" " " 21 �� N M 9 o - � N O S ° S S S S S; (y� 1 I ,. :ry�.a . - q. .',.. O Lr) _ + - G G G G G 4'rns_ G <� W 2 0.20 T .� 4. A CM O 17 ~ 0 17 24 S " 17 olr uii 4�BO+B7-- a. 2 9.70 T "^ 21 - ,, o ,-. 21 270.81 TC 270.91 _ o M N W W WI CONNECT TO EXISTING- 9.70 F 3: 25 TC e 6"WATER W 52 S�.oc�-� S 8 5 STORM DRAIN 3 8 270.81 FS 270.91 3 LLJ W < ^ W W W Q 1 a 6+ W 54 SEWER 2 S �+� S "" - - - - - - I� - - (q - .� ,�.r�.LL..___-___-.-___ 13 - - " - 54"S 31i00 R 90 Win . 32100 +Q._ -I - Cn L.L.I EWER 8"D 14 C 0 PVC WATER W 33+00 w M1 2" ATER STA:30+30.51 SPRING STREET o,;;3 24 QW- 270.74 TC o w � _ W 2 Z 270.74 FL �+a c 270.66 TO 3 -Y `--' S 3 �' 4 Eg 20 TO S 8 °? moo LL STA:14+25.02'W.POTTERY STREET S P4 S 24"SEWER US m Z. S ' Z LLI -zm�S +�:' 271. OTCLU J I - -- 270.66 FL 21 n W =_ 21 21 21 11 12 267.20 IE 270. 0 F 19 P P P P �� P = LU UCn o26a H 0 270.94 1_ 22 o 0 0 0 o I 27 5.0' " w 9 WATER CONSTRUCT/ON NOTES I +o n ,� o o o - - "'U o INSTALL 2"COPPER IRRIGATION SERVICE ASSEMBLY WITH 1.0"METER PER n 42A `� " `� `�^ `� �' "'`� �'"'"' + rn '� �? I 41 w I N " ELSINORE VALLEY MUNICIPAL WATER DISTRICT STD.DWG.NO.W-10. CURB DATA TABLE "" "" �" +N LL" o" I o MATCH LINE REFER TO SHEET C-2.0 FOR 0 BEARING/DELTA RADIUS LENGTH" REMARKS " 41 P W, o LLI� �LL w I o STA:13+75.00 W. POTTERY ST. GRADING AND DRAINAGE KEY NOTES M J�o GENERAL NOTES AND LEGEND 12 N 19'02'46.64"E - 264.90' CURB AND GUTTER �- 8 S REFER TO SHEET C-2.4 RE-GRADE LANDSCAPE AREA WITHIN RIGHT OF WAY AND WITHIN LIMIT o+'? OF WORK,TO PROVIDE POSITIVE DRAINAGE TOWARDS STREET AND 13 N 19'02'46.64"E - 299,02' CURB AND GUTTER �' oI " CIVIL BID ALTERNATE 2 21 GUTTER.COMPACTION AT LANDSCAPE AREAS SHALL NOT BE GREATER 14 8926'13.98" 16.00, 24.98' CURB N I O THAN 857.ALL FINISHED GRADES AT LANDSCAPE AREAS TO BE 15' 15 N 71'30'59.38"W - 4.73' CURB IMPROVEMENT PLAN: SPRING STREET BELOW FINISHED SURFACES.SLOPES SHALL NOT EXCEED 3:1. PROVIDE CRACK FILL AND TYPE II SLURRY SEAL COAT WITHIN ENTIRE 16 N 70'29'54,77"W - 5.25' CURB AND GUTTER SCALE:1"=20' WIDTH OF THE SPRINGS STREET FROM STATION 10+26 TO STATION 17 89.35'33.30" 16.00' 25.02' CURB RAMP GRADING AND DRAINAGE KEY NOTES GRADING AND DRAINAGE KEY NOTES 24 36+72,EXCEPT IN THE SECTIONS WHERE NEW PAVEMENT SURFACE IS 20 0 20 40 CALLED OUT IN THESE PLANS. 1" = 20' 18 90'02'36.44" 16.00' 25.15' CURB RAMP O O INSTALL TRUNCATED DOMES AT EXISTING CURB RAMP, scale feet PCC CONCRETE ACCESSIBLE CURB RAMP,TYPE I,PER CITY D 4"PCC HARDSCAPE OVER 90%RELATIVE COMPACTED NATIVE, C,D 25 D 19 N 70'59'49.80"W - 48.3T CURB AND GUTTER 1 9 PER DETAIL OF LAKE ELSINORE STANDARD DWG 214A,PER DETAIL C-3.1 PER DETAIL C-3.0 20 N 75'27b7.54"W - 25.0T CURB AND GUTTER 36"X 24"PRECAST CATCH BASIN WITH 6"THICK CONCRETE INSTALL TRUNCATED DOMES AT CURB FACE, 21 N 19'05'38.53"E - 595,44' CURB AND GUTTER O 202,PER 6-HIGH CDETAIL PER CITY OF LAKE ELSINORE STANDARD DWG C B 0 11 BOTTOM,SLOPED TOWARDS OUTLET®2%.GALVANIZED STEEL 26 PER DETAIL D 22 901 1'59.03" 16.00' 25.19' CURB AND GUTTER NTH RAMP GRATE&FRAME,BOLT DOWN&CBC COMPLIANT,PER DETAIL. C-3.0 C-3.2 DATE: 12/14/20 O 23 90'2226.19" 1000' 15.7T CURB RAMP 6"HIGH RCURB AND DE PER TAIL GUTTER, CITY OF LAKE ELSINORE C 3.0 O PER DETAIL H 15 GRIND AND 1.5"OVERLAY AND PROVIDE CRACK FILL WITHIN ENTIRE PLOTTED: ' . 312 WIDENED GUTTER AROUND CATCH BASIN, 27 WIDTH OF THE W.POTTERY STREET FROM STATION 10+28 TO STATION ` 3:04 P C-3.0 24 90'01'32.78" 10.00' 15.71' CURB AND GUTTER WITH RAMP 14+08,EXCEPT IN THE SECTIONS WHERE NEW PAVEMENT SURFACE IS wsP PROJECT No. 12"DIA SDR-35,PVC,STORM DRAIN LINE,SLOPE PER PLAN. CALLED OUT IN THESE PLANS. 31600092 D1 RT IMPORTANT NOTICE 25 N 19'01'04.W E - 599.28' CURB AND GUTTER ®PCC CONCRETE CROSS GUTTER,WIDTH PER PLAN,PER CITY B 3 BEDDING AND TRENCH BACKFILL PER SPECIFICATIONS,PER E,G OF LAKE ELSINORE STANDARD DWG 209,PER DETAIL C-3.1 O C-3.0 WSP USA DESIGN BY. SECTION 4216/4217 OF THE GOVERNMENT CODE 26 N 70'5T22.37"W - 0.89, CURB AND GUTTER DETAIL 506 West Graham Avenue,Suite 105, SLL REQUIRES A DIG ALERT IDENTIFICATION NUMBER RESIDENTIAL CONCRETE DRIVEWAY,WIDTH PER PLAN,PER Lake Elsinore,CA 92530 DRAWN BY: SLL BE ISSUED BEFORE A "PERMIT TO EXCAVATE" 27 N 19*13'30.63' E - 25.11' CURB AND GUTTER ©CITY OF LAKE ELSINORE STANDARD DWG 117,AND COUNTY 3 17 JOIN PROPOSED AC PAVEMENT TO EXISTING AC PAVEMENT. NOTE FOR SURVEYOR: WILL BE VALID. FOR YOUR DIG ALERT I.D. NUMBER 28 N 19'02'32.77"E - 23.86' CURB AND GUTTER OF RIVERSIDE STANDARD DWG 213,PER DETAIL C-3.1 C-3.2 *ADD 1000'TO ELEVATIONS (951) 471-1625 Fax:(951)471-1635 REVIEWED BY: M TOLL FRE CALL UNDERGROUND SERVICE ALERT AAK 1-800-227-2600 38 N 70'57'22.37"W - 161.91, CURB ®4"AC PAVEMENT OVER 4"AGGREGATE BASE,PER DETAIL. 19 PCC CONCRETE ACCESSIBLE CURB RAMP,TYPE D,PER DETAIL e SHOWN ON PLANS TOLL FREE 1-800-227-2600 C-3.0 C-3.2 C-2 2 2 Working Days Before You Dig TWO WORKING DAYS BEFORE YOU DIG 52 N 19'2503.82"E - 4.00' CURB VAN I 3-4-21 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT CITY OF LAKE ELSINORE SHEET 16 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS r AND HAVE BEEN FOUND ACCEPTABLE ?P ApSLA FOR SPRING STREET Nu.7726a 9Z2 SCALE: AS SHOWN BENCHMARK: GRADING AND DRAINAGE PLAN OF S 74 HEETS 3-04-2021 12/14/20 * ON PLAN CITY OF LAKE ELSINORE BENCHMARK: E>Ipires A-93-13 FILE No. REMON HABIB,RCE No.83156 DATE AHMAD ASLAM KHAN,RCE No.77283 DATE 6/30/2021 DESCRIPTION: CHISELED SQUARE IN TOP OF CITY ENGINEER IVI CURB AT EAST CORNER INTERSECDON POTTERY CITY OF LAKE ELSINORE V DATE: 10/16/2020 ST.AND SILVER ST. 019-051 ELEVATOR 1384.19'-DATUM:NOVD29 _ W.FLINT STREET o o mo f ova �rn N 7,2.93n 3 OD N N N O 8 O � ..... .. x .61 25 h2 - CV co o'M g 54"SEWER 25 21 0 2 24 TC 2. 4 C4 S 21 W 2 - i S-�72-24-F� l r �72.34 FS 3 8 273AE 4 6"S�WER Q I W W - W VV W— -1 S— LU 1— 0 3440 8"DR14 C900 PVC WA11,1 �I=� 36+00 +00 W NI — _ _ — — I— — — = W I 24 c n 24 STA:36+90.87 SPRING STREET- z S S S S —S 24'"SEWER S STA:14+25.46 W.FLINT STREE - M— W J 60 2 a y 3 LLI = P P P P P P P P N..C. Co U P Q RAMP N.I.C. G rfi_wI +-w +2I�__ r�_wm 1. W. FLINT STREET IMPROVEMENT PLAN: SPRING STREET SCALE:1"=20' � I SPRING STREET LL- w A w o*w *w o +w d3M3S.9 9 O Z�211 —Os 15: 6+8017SPRINGS ET. STA:141F25.51 W.HEALD S REET - O ?J3M3S„9 @ HOO 4+00 831VM NVBV,,t 13+00 12+00 11+00 10 00 S NVBV AA NV8V M NVBV M M if311M„bl M M 2131VM ji, M o W N31VM NVBV J o LU NVBV M `° 3 Cn SPRING STREET MATCH LINE IMPROVMENT PLAN: W. HEALD STREET SCALE:1"=20' STA:13+75.00 W. HEALD ST. REFER TO SHEET C-2.1 GRADING AND DRAINAGE KEY NOTES GRADING AND DRAINAGE KEY NOTES CURB DATA TABLE RE-GRADE LANDSCAPE AREA WITHIN RIGHT OF WAY AND WITHIN LIMIT 20 0 20 40 O 6"HIGH CURB AND GUTTER,PER CITY OF LAKE ELSINORE O STANDARD DWG 200 OF WORK,TO PROVIDE POSITIVE DRAINAGE TOWARDS STREET AND 1" = 20' BEARING/DELTA RADIUS LENGTH REMARKS ,PER DETAIL C-3.0 21 GUTTER.COMPACTION AT LANDSCAPE AREAS SHALL NOT BE GREATER scale feet 6 N 70'2749.52"W - 18.52' CURB AND GUTTER RESIDENTIAL CONCRETE DRIVEWAY,WIDTH PER PLAN,PER THAN 857 ALL FINISHED GRADES AT LANDSCAPE AREAS TO BE 1.5 O CITY OF LAKE ELSINORE STANDARD DWG 117,AND COUNTY BELOW FINISHED SURFACES.SLOPES SHALL NOT EXCEED 3:1. 25 N 19'01'04.W E - 599.28' CURB AND GUTTER OF RIVERSIDE STANDARD DWG 213,PER DETAIL C-3.1 PROVIDE CRACK FILL AND TYPE II SLURRY SEAL COAT WITHIN ENTIRE 48 89'50'29.16" 15.0C 23.52' CURB RAMP WIDTH OF THE SPRINGS STREET FROM STATION 10+26 TO STATION DATE: 8 4"AC PAVEMENT OVER 4"AGGREGATE BASE,PER DETAIL. C_30 24 36+72,EXCEPT IN THE SECTIONS WHERE NEW PAVEMENT SURFACE IS 12/14/20 49 - - 127.70' GUTTER ONLY CALLED OUT IN THESE PLANS. 50 - - 39.31' GUTTER ONLY O INSTALL TRUNCATED DOMES AT EXISTING CURB RAMP, REFER T PLOTTED:SHEET -2.0 FOR 3:04 P O 4"PCC HARDSCAPE OVER 90%RELATIVE COMPACTED NATIVE, C,D 25 PER DETAIL D DI RT 51 - - 603S GUTTER ONLY PER DETAIL c-3.o c-3.2 GENERAL NOTES AND LEGEND wSP PROJECT NO. 31600092 IMPORTANT NOTICE 60 N 19'01'04.85"E - 40.00' CURB WSP USA DESIGN BY: SECTION 4216/4217 OF THE GOVERNMENT CODE 15 24"WIDE PCC GUTTER,PER DETAIL G SLL REQUIRES A DIG ALERT IDENTIFICATION NUMBER C-3.1 506 West Graham Avenue,Suite 105, BE ISSUED BEFORE A "PERMIT To EXCAVATE" NOTE FOR SURVEYOR: Lake Elsinore,CA 92530 DRAwN BY: SLL fJJ11p1 fBE WILL BE VALID. FOR YOUR DIG ALERT I.D. NUMBER *ADD 1000'TO ELEVATIONS 951 471-1625 Fax: 951 471-1635 REw6w6D Br: AAK CALL UNDERGROUND SERVICE ALERT 2 Working Before 600 TOLL FREE 1-800-227-2600 SHOWN ON PLANS TWO WORKING DAYS BEFORE YOU DIG ENG.DEPT.REVIEW:C.NORVANI 3-4-21 C-2.3 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT CITY OF LAKE ELSINORE SHEET 17 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS r FOR AND HAVE BEEN FOUND ACCEPTABLE ApSLA SPRING STREET �h�--1��• a 9Z 74 2 } N0.77263 SCALE: AS SHOWN BENCHMARK: GRADING AND DRAINAGE PLAN OF SHEETS 3-04-2021 12 14/20 * A- OF LAKE ELSINORE BENCHMARK: � E>Ipires ON PLAN A-s3-t3 REMON HABIB,RCE No.83156 DATE AHMAD ASLAM KHAN,RICE No.77283 DATE 6/30/2021 DESCRIPTION: CHISELED SDUARE IN TOP OF FILE No. CITY ENGINEER ]VI CURB AT EAST CORNER INTERSECTION POTTERY CITY OF LAKE ELSINORE V DATE: 10/16/2020 ST.AND SILVER ST. 019-051 ELEVATION:1384.19'-DATUM:NOVD29 CURB DATA TABLE o+I �'+I o+l^+I N ^w iH w m�iHw ,',`�'�i+ w w�v' m * wI �X BEARING/DELTA RADIUS LENGTH REMARKS � w _ "R _ SPRING STREET + +m + w w 19 N 70'59'49.80"W - 48.3T CURB AND GUTTER w Nc�c� N N N Ns "v�� c�N� +v'c oN`CO ' 20 N 75'27'07.54"W - 25.07' CURB AND GUTTER J N - -- - -- --- --- ---" 29 N 70'20"0617 W - 1488' CURB AND GUTTER 30 N 71'56'10.88"W - 15.00' CURB AND GUTTER ---_ c'�•, zb 31 N 70'59'49.80"W - 19.82' CURB AND GUTTER 32 N 69'40'05 44"W - 10.00' CURB AND GUTTER 37 1VM„9 H31 ° 35 9 N 3 33 N 70'59'49.80"W - 41.68' CURB AND GUTTER 3 34 33 8 20 - m 34 N 70'59'49.80"W - 68.26' CURB AND GUTTER 9 21 STA:23+60.43 SPRING STREET 6 STA:14+25.46 W.SUMNER STREET 35 N 69'19'40.18"W - 8.58' CURB AND GUTTER 3 _ 36 N 70'59'49.80"W - 3.0' CURB AND GUTTER 16+00 - - l 15+00 'A°0 "e 14+ 37 N 70'44'39.28"W - 20.55' CURB AND GUTTER W/MAINTENANCE CURB MATCH LINE 38 N 70'57'22.37"W - 161.91, CURB 32 B 3, 30 29 o e 3 9 - STA:14+75.00 W.SUMNER ST. 39 2346'8.58.29" 26.00' 01.54 CURB 40 22346'18.58" 26.00' 101.54' CURB REFER TO SHEET C-2.4 41 21'53'09.29" 85.00' 32.47' CURB ° ° ° m ^' •.. '.� rr 42 N 72'02'1890' W - 10.00' CURB • � 43 9'04'39 61 1 10' AND G '-------_---_---- --- ----F -_-F--- -- --- ---i - _ ro --- 44 90,00,00" 550' 864' CURB N 6 W CURB UTTER w J 45 90,00,00" 5.50' 8.64 CURB w 21 w 1 oU J o 0 0�JN o o w o i c� 46 N 70'56'41.19"W - 20.96' RESIDENTIAL DRIVEWAY �+;w W *w ��LL SPRING STREET 47 N 70'57'22.37"W - 1,94' CURB w o +o�', ,�„ N w N o 0 1 57 N 70'22'03.97"W - 10.00' CURB AND GUTTER 58 N 70'57'22.37"W - 130.40' CURB AND GUTTER IMPROVEMENT PLAN: W. SUMNER STREET 59 N 72'10'18.00"W - 15.00, CURB AND GUTTER SCALE:1"=20' GRADING AND DRAINAGE KEY NOTES I N w I SPRING STREET 4 O 6"HIGH CURB,PER CITY OF LAKE ELSINORE STANDARD DWG MATCH LINE o 0 0 2oz,PER DETAIL CO iH+I w STA:14+75.00 W. POTTERY ST. N-`II 'I`• I ' m d+{+i J~`J` o I O 6"HIGH CURB AND GUTTER,PER CITY OF LAKE ELSINORE A STANDARD DWG 200,PER DETAIL REFER TO SHEET C2.2 Irn�w , L I M� M� ry RESIDENTIAL CONCRETE DRIVEWAY,WIDTH PER PLAN,PER CITY OF LAKE ELSINORE STANDARD DWG 117,AND COUNTY A O C-3.1 omm NON m� ----------- --�----I- -- -- --CIVIL BID --------- -------- - -�• I a --- --- - -C OF RIVERSIDE STANDARD DWG 213,PER DETAIL s ALTERNATE 1 CD ® 4"AC PAVEMENT OVER 4"AGGREGATE BASE,PER DETAIL. C-3.0 ° P O 2 � PCC HAR SCAPE OVER 90%RELATIVE COMPACTED NATIVE, CD I 41 47 2 , � ._. ._....M - N31VM„9 „ - W 9 4 D ° , 16 42 �/ M I;J STA:30+30.51 SPRING STREET ' - g 3 �. .. J O PER DETAIL .... ..__M... p;STA:14+25.02 W.POTTERY STREE _ "1 2131YM„9 I I PCC CONCRETE ALLEY INTERSECTION(TYPE A),WIDTH PER 0 10 PLAN,PER CITY OF LAKE ELSINORE STANDARD DWG 215,PER 17-00 16+00 15+Od d 14+00 - 27 13 w w DETAIL ��l rn Z 00 F 16+82.50 21 38 8 2 M I"'' I J w 14 6"HIGH MAINTENANCE CURB AND GUTTER,PER DETAIL C 31 0.00 CL OFFSET 40 39 `° 21 - .� - 21 = W 264.76 TO 264.26 FS •, F- O 24"WIDE CURB OPENING WITH 4.0'X4.0'RIP-RAP. 3 _-__-__-- ., •; '•. : ��. ',,.:'. ',•„. /-• _ -_ -__-__ _ _ _ __ RTY LIN /ROW. - o x:-•. N C .2 •r '�• � � 20 RELOCATED WOOD FENCE AND GATE AT PROPE E 9 F 9 w 9 I NOT IN CONTRACT,FOR INFORMATION ONLY. vt N uwi vwi N w N w I I w _ RE-GRADE LANDSCAPE AREA WITHIN RIGHT OF WAY AND WITHIN LIMIT ~o I CIVIL BID 21 OF WORK,TO PROVIDE POSITIVE DRAINAGE TOWARDS STREET AND O GUTTER.COMPACTION AT LANDSCAPE AREAS SHALL NOT BE GREATER ' o q ` N N ALTERNATE 2 I THAN 85%.ALL FINISHED GRADES AT LANDSCAPE AREAS TO BE 1.5" +o �� o o +M oo o o �„ BELOW FINISHED SURFACES,SLOPES SHALL NOT EXCEED 3:1. SPRING STREET `� `" `�`� `�`V `� `"`" �N MATCH LINE 1.5"GRIND AND 1.5"OVERLAY AND PROVIDE CRACK FILL WITHIN ENTIRE IMPROVEMENT PLAN: W. POTTERY STREET STA:13+75..0�0+ 27 14D+08,°EXCEPTWINPHE SECTIONS WHERE NEWTPAVEMENT SURFACE IIS SCALE:1"=20' W.POTTERY ST. CALLED OUT IN THESE PLANS. 0 oUU� REFER TO SHEET C-2.2 + CIVIL BID - ALTERNATE 2 LU -- -- -------------- -------------------------- W CD o Ho } -------- } U' LU Feu p op - - - 6 -W 3 12100 - - -oj� +oa - - �- - - o 00 20 0 20 40 m W ; a g 276.79 TC - 0 277.13 TC1" = 20' Q Z , _ _.. ��,.; mao 44 a y 45 21 276.79 FL z m� 277.13 FL _ 21 SCOIe feet LU 2 21 43 20 LU 20 9 U) � �N� q x I oAtE: ----- 12/14/20 9 T 9 w 9 N REFER TOSHEET C-2.0 FOR PLOT 3:05 P DI RT IMPORTANT NOTICE J w o m �� oLL NUJ wU J 2 I GENERAL NOTES AND LEGEND wsPusA WSPPRWEGTND. 31600092 w wo U DESIGN BY: SECTION 4216/4217 OF THE GOVERNMENT CODE "*N SLL REQUIRES A DIG ALERT IDENTIFICATION NUMBER o; ro o N ,ri c6 n"� <°�`!`O 1 506 West Graham Avenue,suite 105, NOTE FOR SURVEYOR: DRAWN BY: BE ISSUED BEFORE A "PERMIT TO EXCAVATE" + N N N w w +CO +m^^ o+� I Lake Elsinore,CA 92530 SLL CN11p1 fBE WILL BE VALID. FOR YOUR DIG ALERT I.D. NUMBER `" `"`°' `� �+" Cc�w +`^"`^" f `^"� I *ADD 1000'TO ELEVATIONS AAK CALL UNDERGROUND SERVICE ALERT 951 471-1625 Fax: 951 471-1635 REw6w6O BY: 1-800-227-2600 TALL FREE ,-BQ°-227-26QQ 2 Working DO IMPROVEMENT PLAN: W. POTTERY STREET SHOWN ON PLANS Before You g C-2.4 � Y Di TWO WORKING DAYS BEFORE YOU DIG 1,L ENG.DEPT.REVIEW:C.NORVANI 34-21bt ALt:1 =20 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT CITY OF LAKE ELSINORE SHEET 18 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS F FOR AND HAVE BEEN FOUND ACCEPTABLE ?P ANSLA SPRING STREET Nu.7726a 9Z2 SCALE: AS SHOWN BENCHMARK: GRADING AND DRAINAGE PLAN OF S 74 HEETS 3-04-2021 12 14/20 * A- OF LAKE ELSINORE BENCHMARK: E>Ipires ON PLAN A-s3-t3 REMON HABIB,RCE No.83156 DATE AHMAD ASLAM KHAN,RICE No.77283 DATE 6/30/2021 DESCRIPTION: CHISELED SDUARE IN TOP OF FILE No, CITY ENGINEER ]VI CURB AT EAST CORNER INTERSECTION POTTERY CITY OF LAKE ELSINORE V DATE: 10/16/2020 5T.AND SILVER ST. 019-051 ELEVATION:1384.19'-DATUM:NOVD29 VARIES 5'OR 6'SIDEWALK VAR/ES 6 AND AS APPROVED PROPERTY 5'OR 6'SIDEWALK R/W BY C1MTy F/yG/N[ER CURB FACE i /N COMMERC/AL AREAS L/NE CURB FACE BATTER 3:I2 ' 14" SEE N07f{7 COLD JOIN CURB AND CUTTER 4 CURB AND CUTTER b d 4" STEEL TROWEL 3/8 NOMINAL p F/NISH SURFACINGSLOPE=1 4'pER FOOT 4 O =1 4 PER FDO • _/ SLOPE,7'PER FOOT - CURB FACE BATTER=Al2 'r .. S41WU b J 90X RELIIIVE .•. -.. . N COA/PACAOI/ -- o D a SECT/ON 'A-A" .p GO V > p VARIES SECT/ON "A—A p 'D A / '4EXP.JOINT 60'MAX. PROPERTY I WEAKENED 10' to, /0' 10' JO' 10' LANE A PUNS JD/NTS LI B.C.R. B.C.R. SCORE ONES BETWEEN 95X oNPAC7ED SUBCRAOE 10' 10, 0 10' 10' !O' 10' WEAKENED PUNS JOINTS fir/-�/Y 6'SIDEWALK I I _T 9-1 95%COMPACTED SUBGRADE W TOP OF CURB WEAKEND PLANE JOINTS _ 1 Nor£S 0MR) 1.)CONCRETE SHALL BE CLASS 560-C-3250 P.C.C.CURED WITH WHITE PIGMENTED A Ij CURING COMPoUNO. WEAKEN➢PUNS✓O/N75 P.C.C.SlD£WALK SCORE LANES BETWEEN PLAN VIEW v, 2.)ALL EXPOSED CORNERS SHALL B£FINISHED MYTH 1/2-RADIUS. NOTES' (rrP.) WEAKENED PLANE JOINTS NOTES. A ryp• NOTES. Sj FINISH SHALL BE FINE BROOM. 1.) CONCRETE SNA[L BE CUSS 560-C-3250 P.C.C.,CURED wITH WHITE PIGMENTED CURING COMPOUND. I.)THICKNESS OF SIDEWALK SHALL BE 4"EXCEPT IN DRIVEWAY APRONS WHERE 6-IS REQUIRED I. THICKNESS OF SIDEWALK SHALL BE 4'EXCEPT IN DRIVEWAY APRONS WHERE 6'IS REQUIRED 4.)EXIS77MG P.C.C.SHALL BE SAWCUT AT WE4KfN£9 PLANE JOINT PRIOR TO REMOVAL. FOR SINGLE FAMILY RESIDENTIAL DRIVEWAYS,AND 8"IS REQUIRED FOR ALL OTHERS FOR RESIDENTIAL DRIVEWAYS AND 8'/S REQUIRED FOR COMMERCIAL DRIVEWAYS: 5.)CURBS SHALL HAVE WEAKENED PLANE JOINTS AT 10'INTERVALS,• 2)ALL EXPOSED CORNERS SHALL BE FIN/STIED W/TN I/2"RADIUS NO SCORELINES ALLOWED. S)FINISH SHALL BE FIN£BROOM. 2)SIDEWALK SHALL HAVE INTERVALS S DEEP EREK£N£D 2.SIDEWALK SHALL NAPE 1/2'PHOWN EO EXPANSION JOINTS AND 1-1/2'DEEP WEAKENED 6.J WHEN CURB AND CUTTER/S PLACED BY AN EXTRUSION MACH/NE,FINISHING PLANE JOINTS AT/NTERVLS SHOWN HEREON. JOINTS SHALL HAVE EDGES WITH 1/8'RADII. PUNS JO/HIS AT INTERVALS SHOWN HEREON. JO/HIS SHALL HAVE EDGES WTH 7/8'RAD//. WORK SHALL PROVIDE AN ACCEPTABLE FINISH AND WEAKENED PLANE JOINTS aJ EXISTING P.C.C.SHALL BE SAWCUT A7 JOINT PRIOR TO REMOVAL 3. CONCRETE SHALL BE CLASS 520-C-3250 J.CONCRETE SHALL BE CLASS 520-C-3250, CURE WIN WHITE PIGMENTED CURING COMPOUND. MAY HE SAWCUT. ) 5.)CURBS SHALL/(A V£EXPANSION JOINTS AT B.C.R.AND E.C.R.AND WEAKENED PLANE CURED WITH WHITE PIGMENTED CURING COMPOUND. 7.)A MINIMUM I'WIDE A.0 PAVEMENT REPAIR.PArCH IS REQUIRED WHEN CURB AND JOINTS AT 10 INTERVALS ONLY. 4. 18"MOISTURE PENETR47/ON REQUIRED PRIOR TO PLACING CONCRETE IN SIDEWALK AREA GUTrfff/S PLACED ADJACENT TO EX/STINO A.C.PAVEMENT. 4.)18-MOISTURE P£N£rRAHON REWIRED PRIOR TO PLACING CONCRETE IN SIDEWALK AREA (NON-EXPANS/VIE SOR AS DETERMINED BY SOILS TEST ARE EXEMPT AND REQUIRE ONLY 6.)WHEN CURB AND GUTTER/S PLACED BY AN fX/AUSION MACHINE,FIN/SH/NC &)MIN. PERM/SS/BLf GRADE 1.0 X UNLESS APPROVED BY C17Y ENGINEER WORK SHALL PROVIDE AN ACCEPTABLE FINISH AND WEAKENED PLANE JOINTS (NON-EXPANSIVE SOIL AS DETERMINED BY SOILS TEST ARE EXEMPT AND REQUIRE ONLY SURFACE WETI/NC) o)SLOPE TOP OF CURB 1/4"PER FOOL TOWARD STREET 'MAY BE'SAWCUT SURFACE WETTING.) 5.PARKWAY FROM CURB TO PROPERTY LINE TO BE BRWGHT 7D GRADE BY CONTRACTOR 7.)SLOPE TOP OF CURB 1/4"PER For TOWARD 57REET 5.)SIDEWALKS SHALL BE FORMED/N SUCH A MANNER AS TO MAINTAIN 48-MIN/MUM OF BEFORE FINAL APPROVAL UNOBSTRUCTED PEDESTRIAN WAY AT ALL LOCATIONS,INCLUDING BUT NOT UM/TED TO 6.SIDEWALKS SHALL or FORMED IN SUCH A MANNER AS TO MAINTAIN 48"MINIMUM OF ELECTROLIERS POWER POLES AND FIRE HYDRANTS. UN0 8 SrRUC7E0 PEDESTRIAN WAY AT ALL LOCATIONS,INCLUDING BUT NOT C/M/Tf0 TO ECECTROL/ERS POWER POLES AND FIRE HYDRANTS a' ENGINEERING mrr 07/09 a ENGINEERING rrr 07/09 pW W LiVC/NEER/NC —07/09 a,� � ENG/NEER/NC w¢07/09 CITY OF LAKE ELSINORE CITY OF LAKE ELSINORE CITY OF LAKE ELSINORE �„ CITY OF LAKE ELSINORE A""� We9ARm BY W BUC»ax r """ mry Fm BY FU6UC wpRKS ""'° PFP m,I/YX t WOM S ,/ � A FNEVARm er vueuc wn6As � -^�� of 202 `�` -_l�2 CONT/NGUOUS SIDEWALK Ka ���—�� NON—SIDEWALKOUS TO oa IN GUTTER AND 200 „TT, „R TYPE 6A CURB 210 �ryT�„1T„ aE 211 c GUTTER 6" HIGH CURB AND GUTTER 6" HIGH CURB e SIDEWALK JOINTING NOT TO SCALE NOT TO SCALE NOT TO SCALE 4"AC PAVEMENT THICK�AGGREGATE ABASE 5 R P_C I _ - GALVANIZED FRAME AND GRATE OPENINGS NOT TO \V AV AV AV�AV�AV�AV AV AV A � AMEDIUMYDUTDY,BOLT DOWN EXCEED 1/2" L�TCOMPAC�TE� tfBG�Ab��\ �VA BOTH DIRECTIONS ' •� ': CATCH BASIN \/��\/��\�\�����������\��\��\�\\//� \%\\%\\\ j\\�i\\%\ c� Y!•r•"1��'...,:. 8"THICK P.C.C. A/C PAVEMENT I LOOSE FRAME PAVING A 2% NOT TO SCALE NOTCH Y(TRAFFIC) j\ •...MAX: 12"(TIP) 1 1/2"(PEDESTRIAN) "\\j j\\ _ a 4"PCC HARDSCAPE \ EXCAVA DDH ENCH \j\ g •N •.'••. \\ 4"THICK SIDEWALL /'., I. •' �.� PER a PLAN PLAN LOCATOR TAPE \/\ NOTE � �// /j 1.CONCRETE SHALL BE 560-C-3250. PER PLAN INSIDE 2.IN ALL CASES SUBGRADE SHALL BE COMPACTED TO '90%REL\IVE\MPACTE\SUB\AD\ „ \ / HEIGHT OF BOX. 6"-12" \ A 95%RELATIVE COMPACTION TO A DEPTH OF 6 COVER \ 12"X1 3"THIN WALL \� �\ _ CONCRETE BAND AT CATCH BASIN P.C.C. HARDSCAPE D KNOCKOUTS,SLEDGE ..\ �' \% \/� NOT TO SCALE OUT AS REQUIRED. / o SPRINGLINE PIPE NOT TO SCALE P.4 PLACES) OUTSIDE HEIGHT OF Box= \ WIDTH \ INSIDE HEIGHT OF BOX+ _ 6"THICK BOTTOM 6"MIN. OUTSIDE WIDTH OF BOX= J� OUTSIDE WIDTH OF BOX= NOTE: PROVIDE BEDDING IN ACCORDANCE DIRECTION OF FLOW INSIDE WIDTH OF BOX+ INSIDE WIDTH OF BOX+ WITH THE SPECIFICATIONS. (4"THICK SIDEWALL X 2) (4"THICK SIDEWALL X 2) DATE: 10/14/20 NOTE TRENCH FOR STORM DRAIN �� ) PLOTTED: USE HORIZONTAL WYE 1.WHERE OCCURS IN PAVED AREAS AND GUTTERS NOT TO SCALE H SHALL ALSO APPLY. 4:48 P FITTINGS AT ALL STORM DRAIN LATERAL C-3.0 WSP PROJECT NO. CONNECTIONS �. 31600092 (TYP.) WSP USA DESIGN BY: SLL STORM DRAIN CATCH BASIN F 506 West Graham Avenue,Suite 105, STORM DRAIN LATERAL CONNECTION �� NOT TO SCALE Lake Elsinore,CA92530 DRAWN BY. SLL NOT TO SCALE (951) 471-1625 Fax:(951)471-1635 REVIEWED BY: AAK ENG.DEPT.REVIEW:C.NORVANI 3-4-21 C'-3'0 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT CITY OF LAKE ELSINORE SHEET 19 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS r AND HAVE BEEN FOUND ACCEPTABLE FOR ?p.ApSLA �y _ SPRING STREET � 3-04-2021 - 74 NU'77283 SCALE. AS SHOWN BENCH MARK: DETAILS OF SHEETS 10/14/20 * CITY OF LAKE ELSINORE BENCHMARK: Dlpires ON PLAN A-93-13 REMON HABIB,RCE No.83156 DATE AHMAD ASLAM KHAN,RCE No.77283 DATE 6/30/2021 DESCRIPTION: CHISELED SDUARE IN TOP OF FILE No. CITY ENGINEER ]VI CURB AT EAST CORNER INTERSECTION POTTERY CITY OF LAKE ELSINORE DATE: 10/16/2020 FT.AND SILVER ST. 019-051 ELEVATION:1384.19'-DATUM:NOVD29 Flush curb RNV Flush curb RIM, PROPERTY LINE ? w= WEAKENED PLANE w 7 detectable W detectable wamings JOINT ATS'INTERVALS pp O c7w warnings RM w At RM w RAN c�zo VA/ES g STREET UG/(T �aWW 1 w UTILITY I I e W xw PLAN UTILITYPrO-It-E,��/- W A -1I / 1 o Q roawm$ I WEAKENED PLANE✓O/N7S sidewalk Z sidewalk-LANF a E>D 1`T W£g IS f PLANE r I N N W N I (SEE NOTE N0.3 _ _ _ N BEGIN Celli.PA G011C.PA GRADE BREAK 1 N ,�TRANS/T/ON� i uNE Mac f IMF YORalanc SIDEWALK -,`02 2 2 W W= A 1 1 1 < 4 OrP °SIDEWALK W w a 1 w Z SECTION SECTION a W w w- ❑ $. i a a1 a2 a1 a2 a� F.H.Ja R�0�+ N TOP OF CURB a w LL 1' ILA SECTION SECTION In ORIVLTVAY APRON mi i �oi C9 U) b bi b2 611 b2 bf • N y y � �❑F E a0w TYPE A: TYPE B.• ALLEY A1 ~ZZY STANDARD ALLEY INTERSECTION ALLEY INTERSECTION •• .. I •T• I..•. X• I 0.M. TYPE A-6 OR A-B CURB i .. �'A� �� g MAINTAIN SrRA"" L." WITH OFF-SET FLOW LINE X W T T 2' T_RESIDENTIAL 12'MIN.3a MAX. 3' 2 �r A FLOW LINE �"1 KIV W uHE PLAN MIN: iA N. ®cD� PLAN WHEN NO SIDEWALK WITH SIDEWALK ❑?w MEDIUM 2' 2• EXISTS OR IS g TH wwU BROOM WfL lSH X 6•CF 8-C.F. OVER 8-C.F. W MAN. MAX. NOT REQUIRED E0, SAY E `eks- �.0 //2. y(OPE=//2'PER 1' Y�:.. � m PLAN Z 6' B' OdJ3/r 12' 30' �EE1G�pE H1OF- "r ` RA ; DEPT"ROT TO EXCEED 1-1 /2- - :'.;" srrX', i:...� OUfiFR Y MNC.MNEYEIIr PARKWAY VARIES PEO IGH �y s 7+:-r+ 1 •K�j..,+x` YO. 1/4'COLD JOINT cgOGVES PEq 5I0.„0.21M FDN'"" Y0M011a°` �N ,v,•:' qIE� A,. RDW IlE PER PLAN , 1 1 sP /4 LONGA 24"D.C. PLAN SECTION ------- R -BAR DETAIL F aT a2 es'anLz ( P.L. T/ a ugF/Ee uv I/4'PLR 1• I W a SECTION 'A-A" „E secf 1, h ICI ...;.-.�'::.}_, .• 90X RELATIVE COMPACT/ON SECTION ';4-A" _ CROSS GUTTER .r/a'UP /0'mANvnav �' _ b bl 62 r-I 6'FOR SINGLE FAMILY s� p� r CROSS CUTTER �'�{ A.C.PAVEMENT ' NOTES: e'FOR Mucn-FAURv DWELLINGS �' ALLEY INTERSECTION: 1.)ALL CO CLRAIPOU SHALL BE CLASS 520-C-3250 CURED WITH WHITE PIGMENTED F L, K i E1R C L-� ° HANDICAP ACCESS CURINj500 2.)ALL EXISTING P.C.C. TO BE REMOVISO SMALL BE SAWCUT AT THE JOINTS. - NOTES: PA V/NG DETAIL f 3.)DRIVEWAYS WITH WIDTHS BETWEEN 14-AND 20' SMALL HAVE 1 WEAKENED PLANE AT 6pIN/ NOTES' JOINT AT 1/2W.DRIVEWAYS W/DER THAN 20'SHALL HAVE WEAKENED PLANE JOINTS 1 1.)ALL CONCRETE SHALL BE CLASS 560-C-3250,CURED WIN WHITE PIGMENTED CURING COMPOUND. I-)y=FiIpEF MGIFs,xM[St'orHLgw/SF SP[CMEo. NOT TO E£D 7'ON CENTER. NOTES: NOT TO SCALE 2.)DIMENSIONS MAY BE INCREASED DEPENDING ON DRAINAGE CONSIVERA TONS. J.)FPW>S a el e1 SxAu Of ex A S A/e/R ep.AgE eenrEFx v F a al as AM v F a al ez q[5PCCIM[Y. 4)FOR NEW DRIVEWAY APPROACHES ON EXISTING STREETS A 12-WIDTH OF 1. ALL CONCRETE SHALL BE CLASS 520-C-3250 S)6-CLASS 2 AGGREGATE BASE SHALL BE PLACED AND COMPACTED TO 95X RfLANVE COMPACTION x)roxcxnE sueFACF Foq roue cuYFs W MCM sWE WA ROW UMC SNAU.W elm:A STFEL WNW RAYSN£xeTPT eLTxzEx 1xE ASPHALT CONCRETE SHALL BE REMOVED AND REPLACED TO FCC GUTTER DEPTH. 2. 20 OF FULL-HEIGHT CURB REQUIRED BETWEEN DRIVEWAYS WITHIN ANY ONE PROPERTY FRONTAGE. UNDER GROSS GUTTER AND SPANDRELS. vrercpry uN£ANP 0R eurrep Row uNE. 3. ROOT BARRIERS ARE REQUIRED FOR ANY TREES PLANTED WITHIN THE STREET RIGHT OF WAY. 5-)LIN FOR CORNER LOTS SHALL 6E LOCATED ADJACENT TO THE PROPERTY 5. SPANDREL WEAKENED PLANE'JOINT LOCANONS WILL BE DETERMINED BY ACCESS RAMP LOCATIONS 4)I•eNAIL e<OW RET unYtss ongq„rse s[CxKo. C/NE AwAS AWAY FROM THE INTERSECHON. 4. WHEN ABUTTING SOIL HAS A HIGH SULFATE CONTENT,SPECIAL CONSIDERATIONS ARE REQUIRED. S)A MINIMUM Y WIDE A.C.PAVEMENT REPAIR PATE"/5 REOU/RED WHEN CRO55 CUTTER/S PLACED s)Cure FAce sxAu er Mue�F aElwcex uxFs a nl es ANe c ai a:. 6.)WIDTH DIMENSION SHALL MATCH WIDTN OF GARAGE(S)OPENING UNLESS OTHERWISE S. W CURB FACE NOT ALLOWED. ADJACENT TO EXISTING A.C.PAVEMENT. 6.)CUxe FAtt 5/uu eT ZEga INCM emrE.v troxs a aJ et AND 0 nl bI(xoLwAtr ARFiJ To rpanoF AccEsr mp 1xF/uxarcAPv£o. APPROVED BY THE CITY ENGINEER. 6.)CURB BETWEEN P.R.C.S SHALL B£CONSIDERED AS PART OF CROSS GUTTER ),)L•I/pe gFR/gN5 SNAIL XIK A RA62e(1)Of I}FEE/UAy[9'OINEAW9F SFFCIRfe. e(FYB RAWUS SNUL NOI FA'C£FO eepOEF W/nrx. 7.)14X MAX. GRADE BREAK BETWEEN DRIVEWAY AND APPROACH/S ACCEPTABLE. e.)rnxceerF vAVFveWF sxAIL ee a nKVRs neat Ixn£ss PnRpxrsr svrcnxu. APPROVED BY: y`:.�;o•, COUNTY OF RIVERSIDE e.)A.coxcAnE sruu bE aAss uo�-.veq aMEe BmL graTE NaxxlW ewww Gmmow/a 8.J STRUCTURAL SECT/ON COMPACTION PER APPROVED PLANS OR MIN.CAL TRINS STANDARDS. �d a ;' owR , � ENGINEER/NC da 07/09 CITY OF LAKE ELSINORE ' E LF� POf2TATION DA'E:""1A' ENGINEERING rrr O7/D9 gFnrO ENC/NF£N/NG aqr Ol/09 RESIDENTIAL DRIVEWAY �� CITY OF LAKE ELSINORE °'� x "° CITY OF LAKE ELSINORE �^ ntvALYe er vr/NLc woAA's GEORGEA JOH oN.RCE A23ze '°•'• WITH SIDEWALK AT R/W A pm gypNyWYe IIsvMAa er Fulrc•PPxs J/��„ REVISIONS R. BY: N„t DATE REV.BY'. A— DATE RESIDENTIAL DRIVEWAY -R� CROSS GUTTER ,� „ "T APPROACH 117 B e STANDARD NO MY£MCINE% LAYOUT 209 7,.� D ALLEY INTERSECTION 215 RESIDENTIAL DRIVEWAY CROSS GUTTER LAYOUT a ALLEY INTERSECTION (TYPE A) NOT TO SCALE NOT TO SCALE NOT TO SCALE 1.-12(8.33XJ MAX.SLOPE 1:15,(6.67X A(/N.SL�1PE 6 6 TO 7 B-CUi B.•8' D 9' LANDING 4'MIN. 3.0` 12.5` 3.0` FLUSH TRANSITION OP OF RAMP ROU EO (NO UPI WITH SHOWN ON PUN 18'MIN COLD JOINT e _ CURER 1/2 1 ELEVATION SECTION 'A-A' JOINT 1/2p 12- •WEAKENED PLANE JOINT °•q• •°°• °9 • a �° •° ~, °• • 'e A LEEISDNG CURB 1-1/2'EXCEPT WHERE ELEVATIONS ° 1 R/W SHOWN INDICATE OTHERWISE r/4'• Fi%Fi' - - i `\ j GUTTER PLAN VIEW A GROOVING DETAIL NOTE B NOTES: A I-CONCRETE SHILL BE 520-C-5?0 3.0 12.5` 3.0' PLA fD /� .nl• q JO/M M 9 24" WIDE GUTTER DETAIL ° NOTES: NOT TO SCALE 1.)ALL ACCESS RAMPS SHALL BE CONSTRUCTED TO THE MOST CURRENT REOU/R£MENTS OF THE AMER/CANS `n WITH D/SAB/L/TIES ACT(ADA)SIANDAROS/CAUFORNIA CODE OF REGULATIONS T171E 24-ACCESSIBILITY REGULATIONS AD✓USTM07S SHALL BE MADE/N THE FIELD TO ACHIEVE RAMP CON017/0NS - PROFILE VIEW 2.)CONCRETE SHALL BE CUSS 520-C-3250 CURED WIN WHITE PIGMENTED CURING COMPOUND. 5.)A LEVEL 4'MIN/MUM DEPTH LANDING/S REQUIRED AT THE TOP OF THE RAMP OVER THE ENT/RE RAMP 24" 1$` NOTES: W/OTH. CROSS SLOPE OF LANDING AMY No EXCEED 1:50(20XJ' PER PLANS 6 4.)X SHALL HAVE A MAX/MUM SLOPE OF 1:10(ION)(6-CURB X=5,8-CURB X=7"-8-). 1 4'R TYPICAL 12" 1. CONCRETE SHALL BE 560-C-3250 P.C.C., IF THE LANDING IS LESS THAN 4.X SHALL HAVE A MAX/MUM SLOPE OF 1:11(8.33X). FLUSH TRANSITION (TYP.� / CURED WITH WHITE PIGMENT COMPOUND. SJ GROOVED BOTHER SHALL 8E 1O W/RO ALONG THE TOP 0 O SIDES OF THE RAMP AT THE LEVEL SURFACE OF THE S/D£WALK. OMIT GROOVES ADJACENT 7D NON-PAVED AREAS 2.0% �Z 0% TOP OF PAVING 2. ALL EXPOSED CORNERS SHALL BE FINISHED 8.3% WITH 1/H RADIUS. 6.J RAMP SURFACE AND FLARED SIDES SHALL BE SLIP-RESISTANT AND SHALL BE OF CONTRAS7/NG /\�\/� 3. FINISH SHALL BE MEDIUM BROOM. FINISH FROM ADJACENT SIDEWALK(MEDIUM BROOM FINISH OR EOU/VAGENTJ. • ° m •\/ 4. EXISTING P.C.C.SHALL BE SAWCUT AT 8.)THE SLOPES OF THE ROAD,GUTTER,OR ACCESSIBLE ROUTE ADJOINING THE CURB RAMP SHALL NOT 8"THICK P.C.C. BASE MATERIAL AS ��AA���/A�VA VA VA�A \ V JOINT PRIOR TO REMOVAL. EXCEED 1:20(sXJ w/T"/N s'OF THE TOP AND BOTTOM OF THE RAMP. CONCRETE SHOWN ON PLANS '�������\� �� 5. CURBS SHALL HAVE WEAKEND PLAN JOINTS 9.J 90%COMPACTED AT 10 INTERVALS ONLY. DIMENSIONS SHOWN FOR SLOPING PORTIONS OF RAMP MAY VARY DUE TO PYELD CONDITIONS SECTION A-A SUBGRADE 6. SLOPE TOP OF CURB 1/4"PER FOOT NOTE TYPICAL SECTION TOWARDS STREET. DATE: 10/14/20 1.CONCRETE SHALL BE 560-C-3250.REY1 " � PLOTTED: m6 £NCINEfRiNG a„E 07/09 2.IN ALL CASES SUBGRADE SHALL BE COMPACTED TO 4:48 P °N1£ wO CITY OF LAKE ELSINORE A 95%RELATIVE COMPACTION TO A DEPTH OF 12". WSP PROJECT NO. �"°�" MERgEPeTWMCMDMS MAINTENANCE CURB E 31600092 I W S WSP USA DESIGN BY: SILL lr ACCESS RAMP: xa VALLEY GUTTER DETAIL NOT TO SCALE 506 West Graham Avenue,Suite 105, an•ENcm¢Eq a TYPE / 214A DRAWN BY: NOT TO SCALE Lake Elsinore,CA 92530 SILL ACCESS RAMP (TYPE I) (951) 471-1625 Fax:(951)471-1635 REVIEWED BY: AAK NOT TO SCALE ENG.DEPT.REVIEW:C.NORVANI 3-4-21 C-3.1 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT CITY OF LAKE ELSINORE SHEET 20 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS T / FOR AND HAVE BEEN FOUND ACCEPTABLE ApSLA SPRING STREET OF N0.77283 SCALE. AS SHOWN BENCH MARK: _ 74 3-04-2021 10/14/20 * ON PLAN A- OF LAKE ELSINORE BENCHMARK: SHEETS A- DETAILS Elpires s3-t3 REMON HABIB,RCE No.83156 DATE AHMAD ASLAM KHAN,RCE No.77283 DATE 6/30/2021 DESCRIPTION: CHISELED SOUARE IN TOP OF FILE No. CITY ENGINEER ]VI CURB AT EAST CORNER INTERSECDON POTTERY CITY OF LAKE ELSINORE DATE: 10/16/2020 5T.AND SILVER ST. 01 9-OrJ1 ELEVATION:1384.19'-DATUM:NOVD29 MONOLITHIC CURB 4'-0"MIN REMOVE&RECONSTRUCT A� MEET SIDEWALK ELEVATION LANDING PAVEMENT AS SHOWN ON TABLE A TABLE B BACK OF SIDEWALK UNE OF CURB i E PLANS TO PROVIDE q% 4'-0 6"MONOLITHIC CURB SEE NOTE$6 a MAX SLOPE NITHIN 4-0' SEE NOTE 2 rc RAMP APPROACH. MIN R % Y Z CT X Y 2 Z1 3'-0" r FE)7 EXISTING833=M1AX� B CURB RAMP SIDE CURB CURB RAMP SIDE SIDE p 0 'v E NON-CONTIGUOUS HEIGHT LENGTH SLOPE TRANS. HEIGHT LENGTH SLOPE SLOPE (12:1) (10:1) (12:1) (10:1) (12:1) SEE NOTE 2 'TRUNCATED DOMES r'�'1 1' 1'-0" 1'-6" 0•-0" t" 1'-0" 1'-6" V-0" TRUNCATED DOMES SEE STANDARD S-0"MIN i......i.ii t DRAWING G-30 2' 2. 0" 1' 8, 0'-0" 2" 2'-0' V-8' 2'-0' E%I SIDEWALKNTIGUOUS FACE OF CURB 3" 3'-0" 2'-6" 0'-0" 3" 3'-0" 2'-6" 3'-0" CT Gt UP(TOE)OF GUTTER STREET . - 4' 4'-0" 3'-4" 0'-0" 4" 4'-0" 3'-4" 4'-0" MIN TRUNCATED DOMES 4'-0" TYPICAL PLAN 8"MAX 5" 5'-0" 4'-2" 0'-0' 5" 5'-0' 4'-2" 5'-0' A.-I TRUNCATED DOMES 6' 6'-0' 5'-0' 0'-0" 6" 6'-0" 5'-0" 6'-0" PLAN % TOP OF CURB THE RAMP SIDE FLARES AND GROOVES 833 E MAY BE ELIMINATED BY THE ENGINEER bqA• a 7" 7' 0" 5' 10" 1-0" 7" 7'-0" V-10" 7'-0' AND REPLACED WITH A MONOLITHIC 0:- 5.0%MAX CURB FLUSH WITH THE EXISTING �� B' 8'-0" 6'-8" 2'-0' 8" 8'-0" 6' GROUND AND SIDEWALK. TYPE A AND B CURB RAMPS TYPE A-1 AND B-1 CURB RAMPS EDGE OF CT I 4-0",I CT GUTTER FLOW LINE ABr= A TRUNCATED DOMES AIL B ELEVATION 11 ° I , S DENOTE 7 TABLE C 4'-0"MINIMUM LANDING 6" 3'-0" X CT CURB CURB NOTES 3'-0"TRUNCATED DOMES HEIGHT TRANS. NOTES (12:1) 1. DIMENSIONS%,Y,Z.Z1,AND CT MAY BE DETERMINED 5%MAX GUTTER BY USING THE TABLES ON THIS SHEET WITH PRIOR APRON SLOPE AT PLAN VIEW 1.THE REMOVAL OF EXISTING CONCRETE CURB,GUTTER, SIDEWALK,AND PAVEMENT FOR 4• 4•-0' AGENCY APPROVAL. WITHOUT AGENCY APPROVAL, RAMP OPENING PEDESTRIAN RAMP INSTALLATION SHALL COMPLY WITH STANDARD DRAWING G-11.FOR DIMENSIONS SHOULD NOT EXCEED THE MAXIMUM SLOPE SEE NOTE 3 CONSTRUCTION OF CURB RAMPS ON EXISTING SIDEWALKS,REMOVAL OF ADDITIONAL SIDEWALK 5" 5'-0" OR RATIO PROVIDED. 4'-0"MIN LANDING MAY BE REQUIRED TO COMPLY WITH ADA REQUIREMENTS TO MEET EXISTING GRADE. 3'-0" 2.CONCRETE SHALL BE CLASS 520-C 6" 6-0" 2. Z+REFERS TO Z OR Z1 IN TABLE B. Z SIDE SLOPE -_ SR MAX GUTTER 3230 4'THICKOMINIMUM APRON SLOPE AT TRUNCATED SEE NOTE 2 7^ y_0" SHALL BE 10:1,EXCEPT PER NOTE 3. •° RAMP OPENING DOMES 8�%MAX 3.AREAS SHOWN THUS SHALL HAVE A MEDIUM TO HEAVY BROOM TEXTURE FINISH, PERPENDICULAR TO THE AXIS OF THE RAMP. AREAS SHOWN THUS ARE THE MINIMUM 8" 8'-0" 3. FOR TYPE A-1 AND B-1 CURB RAMPS,WHERE A 4' SEE STANDARD DRAWING 12 . . • `�•"°' REQUIRED FOR A COMPLETE RAMP INSTALLATION. LANDING CANNOT BE CONSTRUCTED DUE TO INADEQUATE SECTION A-A 11 LE G-32A,DETAIL B - L4"THICK MIN 4.IF OBSTRUCTIONS SUCH AS INLETS,UTILITY POLES,FIRE HYDRANTS ETC.,ARE ENCOUNTERED, 9" 9-0" WITH RIGHTPRIOR AGENCY APPROVAL MUM AAND NPROVIDED G IS ETHE BSDE NOTES: " s12" THE RAMP LOCATIONS MAY BE ADJUSTED UPON THE APPROVAL OF THE AGENCY. 10" 10'-0' 1. TYPE C ARE ONLY TO BE USED TO MITIGATE EXISTING CONDITIONS WHERE INADEQUATE RIGHT SECTION A-A SLOPES ARE REVISED TO 12:1 PER SIDE SLOPE Zt IN OF WAY EXISTS. TYPE C RAMP IS NOT TO BE USED IN NEW CONSTRUCTION,UNLESS APPROVED 5 D 5.THE RAMP SLOPES WILL BE MEASURED RELATIVE TO THE SIDEWALK SLOPE. ADJOINING SLOPE 11" 11'-0" TABLE B. BY AGENCY. GE 32ATANFARD DRAWING BEYOND THE RAMP SHALL NOT EXCEED 20:1 (5%). 12•• 12•_0" 2. SEE STANDARD DRAWING G-32A FOR GENERAL NOTES. NOTES TAIL6 6. LANDING CROSS SLOPE SHALL BE 2.0%MAX IN BOTH DIRECTIONS. 3. LANDING CROSS SLOPE SHALL BE 2.0%MAX IN BOTH DIRECTIONS. 1. SEE STANDARD DRAWING G-32A FOR GENERAL NOTES. DOME PANEL SHALL BE LOCATED 6'MINIMUM AND 8'MAXIMUM FROM 13" 13'-0' 7.EDGE OF TRUNCATED 4. FOR TRUNCATED DOMES, SEE STANDARD DRAWING G-30. 2.LANDING CROSS SLOPE SHALL BE 2.0%MAX IN BOTH DIRECTIONS. THE GUTTER FCATEDE. 5. CT(CURB TRANSITION)SHALL BE 8.33%MAXIMUM. 3.FOR TRUNCATED DOMES DETAILS,SEE STANDARD DRAWING G-30. TYPE C CURB RAMP 6. SEE STANDARD DRAWING G-328 FOR X,Y,AND CT DETAILS. DWG G-32A DWG G-32B CURB RAMP -TYPE C CURB RAMP -TYPE D GENERAL NOTES FOR CURB RAMPS NOT TO SCALE NOT TO SCALE NOT TO SCALE A 11 1 o a' 4,_0, 4.0' DETAIL 1 TRUNCATED DOMES - SAW CUT LINE e 1.6"TO 2.4"SPACING C/C REMOVE AND REPLACE EX.ASPHALT CONCRETE EDGE OF EXISTING ASPHALT (AC)AND TACK COAT.THICKNESS TO MATCH es eeseeeseeseeeeseesooeeeee I PAVEMENT EXISTING oseeooee00000eeoes000000eeee •• • . . e000eoeeooeeeooe000e000000ee • eeeeeeeeeeeeeeeeeeeeeeee0000 •_ r� eeeeeeeoeeeoeoeeeeeeeeeeeseo FLOWLINE ELEVATION 1 " oe0000eooeeoeeee000e0000eose ASPHALT CONCRETE(AC) EX.ASPHALT CONCRETE(AC) ��� o00000000000000000000000000e PER PLAN =tea 000000000000000000000000000e eeeeeoeeoeeoeeoeeoeeooee0000� AGGREGATE BASE(AB)) o o EX.AGGREGATE BASE(AB)TO�o� eeeeeeeeeeeeeeeeeeeeeeeeeeee t • O O O O eeeeeseeeeeeoeeooeoeeseeeese m REMAIN -- M 24 0000000000000000000000000000 0000000000000e00000000000000 - - \ \ \ \ \ \ \ \ \ COMPACTED SUBGRADE � \�A�VA�A�A�A�A�A�A�A�� � EX.SUBGRADE PLAN - TILE WIDE J NOT TO SCALE CURB CUT A 8•DIA.6'- IMBEDDED RIP-RAP NOTES J 1. DETECTABLE WARNING SURFACE COLOR SHALL BE YELLOW A CONFORMING TO FEDERAL STANDARDS A595BGENCY. TABLE R COLOR FLOWLINE ELEVATION AC TO EX. AC TRANSITION N0.33538,OR AS SPECIFIED BY THE AGENCY.COLOR 4" 6"DIA. 1.6"TO 2.4" SHALL BE HOMOGENEOUS THROUGHOUT THE TILE. PER PLAN IMBEDDED RIP-RAP NOT TO SCALE 2. TRUNCATED DOME TOP DIAMETER OF 50%OF THE BASE DIAMETER MINIMUM TO 65%OF THE BASE DIAMETER MAXIMUM. 0.65'MIN ' " " •• - SECTION A-A °°°°° °° °°° °° °°° RIP RAP IMBEDDED IN CONCRETE °OOO 0 °°° O 0° 000 "° ° sEE NOTE#z SECTION A-A NOT TO SCALE 00 0°o y c o00 oa oo 000 0o " Y2"R 6" o0000 000000000 000 CURB 0000000000000000000 BASE 00000 000000000 000 0.2' 0000000 00 - � o00 000 0 0 00 00 00 00 0 .00 000 0 0 - TOP OF HARDSCAPE DETAIL 1 ryO E; SEE NOTE 3 DATE: NOT TO SCALE PATTERN,SIZE& 0.90"TO 1.4" 10�14�20 ORIENTATION ARE TAPERED CURB EDGE PER MANUFACTURER'S PLOTTED: RECOMMENDATION 4:48 P DWG G-30 NOTE WSP PROJECT NO. 31600092 1.CONCRETE SHALL BE 560-C-3250. WSP USA Desch BY.2.IN ALL CASES SUBGRADE SHALL BE COMPACTED TO BILL TRUNCATED DOMES A 95%RELATIVE COMPACTION TO A DEPTH OF 12". 506 West Graham Avenue,Suite 105, DRAWN BY: Lake Elsinore,CA 92530 BILL NOT TO SCALE RIP RAP ENERGY DISSIPATOR (951) 471-1625 Fax:(951)471-1635 REweweO Br: AAK NOT TO SCALE ENG.DEPT.REVIEW:C.NORVANI 3-4-21 Ci-3' MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT CITY OF LAKE ELSINORE SHEET 21 1 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS F FOR AND HAVE BEEN FOUND ACCEPTABLE �, n ,,i ?PANSLA 4'y _ SPRING STREET f "�^-'�k-W^ a 9Z 2 NO.77283 SCALE. AS SHOWN BENCHMARK: DETAILS OF SHEETS 74 3-04-2021 10/14/20 * CITY OF LAKE ELSINORE BENCHMARK: Dlpires ON PLAN A-93-13 REMON HABIB,RCE No.83156 DATE AHMAD ASLAM KHAN,RICE No.77283 DATE 6/30/2021 DESCRIPPON: CHISELED SQUARE IN TOP OF FILE No. CITY ENGINEER ]VI CURB AT EAST CORNER INTERSECDOR POTTERY CITY OF LAKE ELSINORE V DATE: 10/16/2020 5T.AND SILVER ST. 019-051 EIEVA110N:1384.19'-DATUM:NOVD29 W.GRAHAM AVENUE ° o _ o O °O O 1 d d d D d ❑� ° o Lp e J 21 O 21 21 21 I ?� 10 11+00 (S+00 13+00 (2) 14+00 15+00 HQ O I- I I Cn i W W a=gs= a=a= Z m a+ J w �, H U) I W.GRAHAM AVENUE E.PECK STREET SIGNAGE AND STRIPING PLAN: SPRING STREET SCALE:1"=20' W. HEALD STREET 1 y° CIL - e 1 5 e _ PIP N V 11.0' j 9 I 21 16+00 - p 0 17+00 - 13+00 21 19+00 21 °20 00 21+00 W U) W 120 W rn 5.0 11.0 y W 2 Q ~ Po « zI r. aa' " 21 W as IZ J �� 3 a' 3 LU W = O y 2 W (n 1 SEX.CONCRlTE ° ° 9 jo 3 1 • °• J ' ° +max W.FRANKLIN STREET --SIR W. HEALD STREET SIGNAGE AND STRIPING PLAN: SPRING STREET o x ±x SCALE:1"=20' SIGNAGE AND STRIPING KEY NOTES GENERAL NOTES O INSTALL 12"WHITE THERMOPLASTIC LINE. 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE 2014 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) O2 INSTALL SIGN AND POST AS INDICATED. 20 0 20 40 AND THE CALIFORNIA DEPARTMENT OF TRANSPORTATION(CALTRANS)STANDARD PLANS AND SPECIFICATIONS DATED 2015. 1" - 20' 2. SALVAGE ITEMS SHALL BE DEPOSITED AT THE CITY OF LAKE ELSINORE PUBLIC WORKS YARD. O INSTALL WHITE BASIC CROSSWALK PER CALTRANS STANDARD PLAN A24F. scale feet 3. IF NEEDED,REMOVAL OF CONFLICTING STRIPING SHALL BE BY WET SANDBLASTING OR WATERBLASTING METHOD. ®REMOVE AND SALVAGE EXISTING SIGN(AS INDICATED). 4. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC MATERIAL,UNLESS OTHERWISE APPROVED. O INSTALL PAVEMENT MARKING WORDS PER CALTRANS STANDARD PLAN A24D. DAB` 10/14/20 5. THERMOPLASTIC MATERIAL SHALL BE LEAD FREE ALKYD BASED TYPE,THERMOPLASTIC TRAFFIC STRIPES SHALL BE APPLIED AT " � PLOTTED: A MINIMUM A MINIMUM THICKNESS OF CKNESS OF 0.1090„ THERMOPLASTIC PAVEMENT MARKING,CROSSWALKS,AND LIMIT LINES,SHALL BE APPLIED AT LEGEND WSP PROJECT No. 4:49 P DI RT 3ls000sz IMPORTANT NOTICE 6. STRIPING SHALL BE MARKED IN THE FIELD FOR THE TRAFFIC/TRANSPORTATION ENGINEER OR THEIR DESIGNEE'S APPROVAL ® INSTALL THERMOPLASTIC CALTRANS STANDARD PLAN STRIPING DETAIL AS INDICATED WSP USA DESIGN BY: SECTION 421 DIG AL OF THE GOVERNMENT CODE PRIOR TO FINAL INSTALLATION.A MINIMUM OF FIVE WORKING DAYS MAY BE REQUIRED FOR THE TRAFFIC/TRANSPORTATION 506 West Graham Avenue,Suite 105, SLL REQUIRES A DIG ALERT IDENTIT TO FICATION EXCAVATE' -NUMBER ENGINEER OR THEIR DESIGNEE TO INVESTIGATE/APPROVE CAT-TRACKED SITE. ► INSTALL THERMOPLASTIC CALTRANS BIKE LANE ARROW PER A24A AS SHOWN Lake Elsinore,CA 92530 DRAWN BY: SLL BE ISSUED BEFORE A "PERMI WILL BE VALID. FOR YOUR DIG ALERT I.D. NUMBER 7, THIS PLAN ACCURATE FOR OFFSITE SIGNING AND STRIPING WORK ONLY. (951) 471-1625 Fax:(951)471-1635 REVIEWED BY: 1-800-227-2600 CALL UNDERGROUND SERVICE ALERT INSTALL THERMOPLASTIC CALTRANS BIKE LANE SYMBOL WITH PERSON PER A24C AS SHOWN AAK CN127 TOLL FREE 1-800-227-2600 2 Working Days Before You Dig TWO WORKING DAYS BEFORE YOU DIG ENG.DEPT.REVIEW:C.NORVANI 3-4-21 C-4.1 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT CITY OF LAKE ELSINORE SHEET 22 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS r FOR AND HAVE BEEN FOUND ACCEPTABLE ?P ApSLA SPRING STREET 74 3-04-2021 1�--DA-W, NO.77263 9Z2 SCALE: AS SHOWN BENCHMARK: SIGNAGE AND STRIPING PLAN OF SHEETS 10/14/20 * CITY OF LAKE ELSINORE BENCHMARK: E>Ipires ON PLAN A-93-13 REMON HABIB,RCE No.83156 DATE AHMAD ASLAM KHAN,RCE No.77283 DATE 6/30/2021 DESCRIPTION: CHISELED SDUARE IN TOP of FILE No, CITY ENGINEER Ivl CURB AT EAST CORNER INTERSECDON POTTERY CITY OF LAKE ELSINORE V DATE: 10/16/2020 5T.AND SILVER ST. 019-051 EIEVA110N:1384.19'—DATUM:NGVD29 W.SUMNER ST. REFER TO SHEET C-4.4 1 1-1-1 aura i 21 1 1 I o CD cz; a d R---- ------- + -- + o �. ILL U N I .3 3 I L ® Po I N W LyU 22+00 23+00 2 00 21 -I 25+00 26+00 27+00 1H 0 U) W - 5.0' -W LUJ W =I O 1 3 12 W -- 3 .. N ❑. 21 yb> �oN N I I II PIMA ICI 1 N oz - _ 1 W.SUMNER ST. w �o REFER TO SHEET C-4.4 SIGNAGE AND STRIPING PLAN: SPRING STREET SCALE:1"=20' W. POTTERY ST. REFER TO SHEET C-4.3 d015 21 — L =--_--_------- v . , ., o 0 LD I M v C11- 21 21 21 /%1 0 W I 28+00 n 29+Op 30+00 31+00 32+00 33+00 I W O W' I a I I - I I I 'r U) LlU QW I W 2 Z © O Z co J I J W LILL!W = ., 3 � 2 W cf) U V Cn H . 21 W.POTTERY ST. REFER TO SHEET C-4.3 SIGNAGE AND STRIPING PLAN: SPRING STREET SCALE:1"=20' GENERAL NOTES SIGNAGE AND STRIPING KEY NOTES 20 0 20 40 - 20 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE 2014 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) O INSTALL 12"WHITE THERMOPLASTIC LINE. scale feet AND THE CALIFORNIA DEPARTMENT OF TRANSPORTATION(CALTRANS)STANDARD PLANS AND SPECIFICATIONS DATED 2015. O INSTALL SIGN AND POST AS INDICATED. 2. SALVAGE ITEMS SHALL BE DEPOSITED AT THE CITY OF LAKE ELSINORE PUBLIC WORKS YARD. O INSTALL WHITE BASIC CROSSWALK PER CALTRANS STANDARD PLAN A24F. 3. IF NEEDED,REMOVAL OF CONFLICTING STRIPING SHALL BE BY WET SANDBLASTING OR WATERBLASTING METHOD. 4 REMOVE AND SALVAGE EXISTING SIGN(AS INDICATED). DATE: 10/14/20 4. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC MATERIAL,UNLESS OTHERWISE APPROVED. O INSTALL PAVEMENT MARKING WORDS PER CALTRANS STANDARD PLAN A24D. ) PLOTTED: 4:49 P 5. THERMOPLASTIC MATERIAL SHALL BE LEAD FREE ALKYD BASED TYPE,THERMOPLASTIC TRAFFIC STRIPES SHALL BE APPLIED AT WSP PROJECT NO. DI rtiT 31600092 IMPORTANT NOTICE A MINIMUM THICKNESS OF 0.090".THERMOPLASTIC PAVEMENT MARKING,CROSSWALKS,AND LIMIT LINES,SHALL BE APPLIED AT LEGEND A MINIMUM THICKNESS OF 0.120". WSP USA DESIGN BY: SECTION 4216/4217 OF THE GOVERNMENT CODE SLL REQUIRES A DIG ALERT IDENTIFICATION NUMBER ® 506 West Graham Avenue,Suite 105,INSTALL THERMOPLASTIC CALTRANS STANDARD PLAN STRIPING DETAIL AS INDICATED DRAWN BY: BE ISSUED BEFORE A "PERMIT TO EXCAVATE" 6. STRIPING SHALL BE MARKED IN THE FIELD FOR THE TRAFFIC/TRANSPORTATION ENGINEER OR THEIR DESIGNEE'S APPROVAL Lake Elsinore,CA 92530 SLL WILL BE VALID. FOR YOUR DIG ALERT I.D. NUMBER PRIOR TO FINAL INSTALLATION.A MINIMUM OF FIVE WORKING DAYS MAY BE REQUIRED FOR THE TRAFFIC/TRANSPORTATION -► INSTALL THERMOPLASTIC CALTRANS BIKE LANE ARROW PER A24A AS SHOWN (951) 471-1625 Fax:(951)471-1635 REVIEWED BY: M TOLL R E CALL UNDERGROUND SERVICE ALERT ENGINEER OR THEIR DESIGNEE TO INVESTIGATE/APPROVE CAT-TRACKED SITE. AAK 1-800-227-2600 TOLL FREE 1-800-227-2600 2 Working Days Before You Dig TWO WORKING DAYS BEFORE YOU DIG 7. THIS PLAN ACCURATE FOR OFFSITE SIGNING AND STRIPING WORK ONLY. INSTALL THERMOPLASTIC CALTRANS BIKE LANE SYMBOL WITH PERSON PER A24C AS SHOWN C-4.2 ENG.DEPT.REVIEW:C.NORVANI 3-4-21 1, L MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT CITY OF LAKE ELSINORE SHEET 23 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS r AND HAVE BEEN FOUND ACCEPTABLE ?P ANSLA FOR SPRING STREET 74 No.77z63 9Z2 SCALE: AS SHOWN BENCHMARK: SIGNAGE AND STRIPING PLAN OF SHEETS 3-04-2021 10/14/20 * A— OF LAKE ELSINORE BENCHMARK: E>Ipires ON PLAN A—s3—t3 REMON HABIB,RCE No.83156 DATE AHMAD ASLAM KHAN,RCE No.77283 DATE 6/30/2021 DESCRIPTION: CHISELED SQUARE IN TOP OF FILE No. CITY ENGINEER IVI CURB AT EAST CORNER INTERSECTION POTTERY CITY OF LAKE ELSINORE V DATE: 10/16/2020 ST.AND SILVER ST. 019-051 ELEVATION:1384.19'-DATUM:NOVD29 _ W. FLINT STREET I I I ' c>1 O c °' O LL~LI I 34+00 35+00 36+00 $ a 37+00 — W = W U) W J W = - - - - - - ------ I I SIGNAGE AND STRIPING PLAN: SPRING STREET W.FLINT STREET SCALE:1"=20' SPRING STREET SEE SHEET 4.2 o I GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE 2014 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES MUTCD AND THE CALIFORNIA DEPARTMENT OF TRANSPORTATION(CALTRANS)STANDARD PLANS AND SPECIFICATIONS ' DATED 2015. d ° d 21 i O 2. SALVAGE ITEMS SHALL BE DEPOSITED AT THE CITY OF LAKE ELSINORE PUBLIC WORKS YARD. is O d 1 q O - ------ -� I_ 3. IF NEEDED,REMOVAL OF CONFLICTING STRIPING SHALL BE BY WET SANDBLASTING OR WATERBLASTING METHOD. 3 M W 4. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC MATERIAL,UNLESS OTHERWISE a - J APPROVED. 39 Q [__ 0 J 5. THERMOPLASTIC MATERIAL SHALL BE LEAD FREE ALKYD BASED TYPE,THERMOPLASTIC TRAFFIC STRIPES SHALL BE — — — (/0 _j APPLIED AT A MINIMUM THICKNESS OF 0.090". THERMOPLASTIC PAVEMENT MARKING,CROSSWALKS,AND LIMIT LINES, 17+00 21 16+00 15+00 21 5.0' 6.0 4+ 1 21 13 W LL.I SHALL BE APPLIED AT A MINIMUM THICKNESS OF 0.120". a 39 Z ED J 6. STRIPING SHALL BE MARKED IN THE FIELD FOR THE TRAFFIC/TRANSPORTATION ENGINEER OR THEIR DESIGNEE'S 1 3 .y = LLl l APPROVAL PRIOR TO FINAL INSTALLATION.A MINIMUM OF FIVE WORKING DAYS MAY BE REQUIRED FOR THE (q TRAFFIC/TRANSPORTATION ENGINEER OR THEIR DESIGNEE TO INVESTIGATE/APPROVE CAT-TRACKED SITE. ., < 7. THIS PLAN ACCURATE FOR OFFSITE SIGNING AND STRIPING WORK ONLY. iSIGNAGE AND STRIPING KEY NOTES L1° I I O1 INSTALL 12"WHITE THERMOPLASTIC LINE. <� SPRING STREET INSTALL SIGN AND POST AS INDICATED. SEE SHEET 4.2 O3 INSTALL WHITE BASIC CROSSWALK PER CALTRANS STANDARD PLAN A24F. SIGNAGE AND STRIPING PLAN: W. POTTERY STREET ® REMOVE AND SALVAGE EXISTING SIGN`AS INDICATED). SCALE:1"=20' OS INSTALL PAVEMENT MARKING WORDS PER CALTRANS STANDARD PLAN A24D. LEGEND ---------- ------------------------------------------I W LLJ 00 ® INSTALL THERMOPLASTIC CALTRANS STANDARD PLAN STRIPING DETAIL AS INDICATED O -----------------' 9 ® @ ® CA O -► INSTALL THERMOPLASTIC CALTRANS BIKE LANE ARROW PER A24A AS SHOWN _ Z INSTALL THERMOPLASTIC CALTRANS BIKE LANE SYMBOL WITH PERSON PER A24C AS SHOWN w 39 A 17.0' 39 LU H 1' Q1OQ 9 12+00 11+00 aia 10 00 ca Q Z- 21 39 27.4' 39 21 1 W = -► '-► 1" = 20' 20 0 20 40 N H f2S 0 Scale feet ' I DATE.` PLOTTED: 10/14/20 4:49 SIGNAGE AND STRIPING PLAN: W. POTTERY STREET WSP PROJECT NO. 3 4:49 P 2 D1 RT IMPORTANT NOTICE SCALE:1"=20' WSP USA DESIGN BY: SECTION 4216/4217 OF THE GOVERNMENT CODE 506 West Graham Avenue,Suite 105, BILL REQUIRES A DIG ALERT IDENTIFICATION NUMBER DRAWN BY: BE ISSUED BEFORE A "PERMIT TO EXCAVATE" Lake Elsinore,CA 92530 BILL WILL BE VALID. FOR YOUR DIG ALERT I.D. NUMBER (951) 471-1625 Fax:(951)471-1635 REVIEWED BY: W11p1R E CALL UNDERGROUND SERVICE ALERT AAK 1-800-227-2600 TOLL FREE 1-800-227-2600 2 Working Days Before You Dig o TWO WORKING DAYS BEFORE YOU DIG ENG.DEPT.REVIEW:C.NORVANI 3-4-21 C-4.JJ MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT CITY OF LAKE ELSINORE SHEET 24 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS r FOR AND HAVE BEEN FOUND ACCEPTABLE ?P ApSLA SPRING STREET OA 1l^ �A-kl`°�^ NO.772a3 9Z2 SCALE: AS SHOWN BENCHMARK: SIGNAGE AND STRIPING PLAN OF S 74 HEETS 3-04-2021 10/14/20 * CITY OF LAKE ELSINORE BENCHMARK: E>Ipires ON PLAN A-s3-t3 REMON HABIB,RCE No.83156 DATE AHMAD ASLAM KHAN,RCE No.77283 DATE 6/30/2021 DESCRIPDON: CHISELED SQUARE IN TOP of FILE No. CITY ENGINEER ]VI CURB AT EAST CORNER INTERSECDON POTTERY CITY OF LAKE ELSINORE V DATE: 10/16/2020 5T.AND SILVER ST. ()�9-OrJ� ELEVATION:1384.19'-DATUM:NOVD29 SPRING STREET REFER TO SHEET C-4.1 21 o IO d S 39 20.0' ° 17.5 1 _CZ)I_ _I O � " — —— s ° —— f �+,.) LL s W 10.0' .0 a ,� 39 I� O i0 5 18+00 _ _ 1 00 °S 16+00 15+00 va 4+00 13�W W W 21 39 Z DO 3 �' —► d ° ° ° - SLL.-► 10.0' —► 2 W cf) L j J ' I 1 - �> I N / � I 21 1 SIGNAGE AND STRIPING PLAN: W. SUMNER STREET oN I SPRING STREET SCALE:1"=20' �x <x REFER TO SHEET C-4.1 1 � i 1 s s° w W O C0 � Z U c2 I Q 9 Ill 39 11, Q 9 W " p goo d 12+00 10 00 LU m Z 21 39 21 Lij J W =_ —► —► o �I O p o a 9 ------------------=--- SIGNAGE AND STRIPING PLAN: W. SUMNER STREET SCALE:1"=20' SIGNAGE AND STRIPING KEY NOTES GENERAL NOTES O INSTALL 12"WHITE THERMOPLASTIC LINE. 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE 2014 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) O INSTALL SIGN AND POST AS INDICATED. 20 0 20 40 AND THE CALIFORNIA DEPARTMENT OF TRANSPORTATION(CALTRANS)STANDARD PLANS AND SPECIFICATIONS DATED 2015. O 1° = 20�INSTALL WHITE BASIC CROSSWALK PER CALTRANS STANDARD PLAN A24F. 2. SALVAGE ITEMS SHALL BE DEPOSITED AT THE CITY OF LAKE ELSINORE PUBLIC WORKS YARD. scale feet O 3. IF NEEDED,REMOVAL OF CONFLICTING STRIPING SHALL BE BY WET SANDBLASTING OR WATERBLASTING METHOD. REMOVE AND SALVAGE EXISTING SIGN(AS INDICATED). O5 4. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC MATERIAL,UNLESS OTHERVOSE APPROVED. INSTALL PAVEMENT MARKING WORDS PER CALTRANS STANDARD PLAN A24D. 5. THERMOPLASTIC MATERIAL SHALL BE LEAD FREE ALKYD BASED TYPE,THERMOPLASTIC TRAFFIC STRIPES SHALL BE APPLIED AT DATE: 12/14/20`` A MINIMUM THICKNESS OF 0.090".THERMOPLASTIC PAVEMENT MARKING,CROSSWALKS,AND LIMIT LINES,SHALL BE APPLIED AT LEGEND PLOTTED: 3:49 P A MINIMUM THICKNESS OF 0.120". WSP PROJECT NO. DI rtilT 31600092 IMPORTANT NOTICE 6. STRIPING SHALL BE MARKED IN THE FIELD FOR THE TRAFFIC/TRANSPORTATION ENGINEER OR THEIR DESIGNEE'S APPROVAL INSTALL THERMOPLASTIC CALTRANS STANDARD PLAN STRIPING DETAIL AS INDICATED® WSP USA DESIGN BY. SECTION 4216/4217 OF THE GOVERNMENT CODE PRIOR TO FINAL INSTALLATION.A MINIMUM OF FIVE WORKING DAYS MAY BE REQUIRED FOR THE TRAFFIC/TRANSPORTATION 506 West Graham Avenue,Suite 105 SLL es aa enue, Ue , REQUIRES A DIG ALERT IDENTIFICATION NUMBER ENGINEER OR THEIR DESIGNEE TO INVESTIGATE/APPROVE CAT—TRACKED SITE. —► INSTALL THERMOPLASTIC CALTRANS BIKE LANE ARROW PER A24A AS SHOWN DRAWN BY: BE ISSUED BEFORE A "PERMIT TO EXCAVATE" Lake Elsinore,CA 92530 SLL WILL BE VALID. FOR YOUR DIG ALERT I.D. NUMBER 7. THIS PLAN ACCURATE FOR OFFSITE SIGNING AND STRIPING WORK ONLY. INSTALL THERMOPLASTIC CALTRANS BIKE LANE SYMBOL WITH PERSON PER A240 AS SHOWN (951) 471-1625 Fax:(951)471-1635 REVIEWED BY: M TOLL R E CALL UNDERGROUND SERVICE ALERT AAK 1-800-227-2600 TOLL FREE 1-800-227-2600 2 Working Days Before You Dig C-4.4 TWO WORKING DAYS BEFORE YOU DIG ENG.DEPT.REVIEW:C.NORVANI 3-4-21 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT CITY OF LAKE ELSINORE SHEET 25 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS r FOR AND HAVE BEEN FOUND ACCEPTABLE ?P ANSLA SPRING STREET 74 NO. 9Z2 SCALE: ASSHOWN BENCHMARK: SIGNAGE AND STRIPING PLAN OF SHEETS 3-04-2021 12/14/20 * CITY OF LAKE ELSINORE BENCHMARK: E>Ipires ON PLAN A-93-13 REMON HABIB,RCE No.83156 DATE AHMAD ASLAM KHAN,RCE No.77283 DATE 6/30/2021 DESCRIPTION: CHISELED SOUARE IN TOP of FILE No. CITY ENGINEER ]VI CURB AT EAST CORNER INTERSECTION POTTERY CITY OF LAKE ELSINORE V DATE: 10/16/2020 ST.AND SILVER ST. 019-051 ELEVATION:1384.19'-DATUM:NOVD29 o Dig Alert o 44/ 811/800-227-2600 S (/o4 ry` TREE A23 1 �0 BUBBLER 1" 9.00/ /GJ — — R.O.W. — m 3 V 1 W A W ABAI A N 6"WA AN AB I AB W AN W �;. a �� C� • 1-10 1-1/2" =a N. SPRING STREET W ow M M M M M 1 M--AW M AA AAM M M W Q aA 8"PVC WATER • / 1(1)Y SLEEVE (1)V CONDUIT F- ------------T p a� m � ROW TREE A22 1 BUBBLER 1" 7.00 LAKESHORE DRIVE, N. SPRING STREET NORTH 1 TREE A24 T 1 T 1 BUBBLER / \ / / R.Q.W. / G 1 (1)1"CONDUITS ;, .. \ - 'IT T J :^ G G G G G 1 T G T N W BAN W A N W ABAN W ABAN W ABAN /ZC1 1—,"- _ ABAN_ W © W A AN W ABAN ° N. SPRING STREET 00 _ ¢_M M M M M M M W M M M M M �M- \ • W ti lu 1, i X M PVC WATER \M Lu� M W V2TSLEEVE Z \ n _ (1)T'CONDUIT �9 _zLu r i 9 w � W R.O.W. cn Lu -- \-- TREE A21 1 F 1 � � m BUBBLER co 1" 7.00 Il� N. SPRING STREET, LIBRARY STREET - LIMITED STREET c' rH 1 Ili 1 P.O.C.'A'AND IRRIGATION CONTROLLER W LOCATION SEE SHEET: LI-1.3 P.O.C.'B'AND IRRIGATION CONTROLLER'B'LOCATION SEE SHEET: LI-1.7 SHEET NOTES IRRIG. KEY NOTES(SPECIFIC TO SHEET) IRRIGATION REF. LEGEND IRRIGATION REF. LEGEND(CONT'D) IRRIGATION REF. LEGEND(CONT'D) KEY MAP 1. IRRIGATION MAINLINE,BUBBLERS,AND EQUIPMENT O INSTALL VALVE MANIFOLD(BALL VALVE, SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION ARE SHOWN DIAGRAMMATICALLY FOR DRAWING REMOTE CONTROL VALVE AND QUICK TREE BUBBLER SYSTEM ►Tj BALL VALVE(MANIFOLD ISOLATION VALVE) 2 IRRIGATION MAINLINE IN PAVING/JOINT CLARITY.MAINLINE AND VALVES SHALL NOT BE COUPLING VALVE),CABLE AND IRRIGATION (2 BUBBLERS PER TREE SYMBOL) TRENCH WITH ELECTRICAL Z PLACED IN PAVED AREAS.INSTALL MAINLINE MAINLINE IN PLANTING AREA,TYPICAL REMOTE CONTROL VALVE UJ > WHENEVER POSSIBLE 18"FROM WALKS,CURBS AND WATER METER 2 IRRIGATION MAINLINE IN PAVING/IRRIGATION a DRIP REMOTE CONTROL VALVE ONLY TRENCH WALLS. PpC POINT OF CONNECTION 2. SEE SHEETS LI-2.1 THROUGH LI-2.2 FOR IRRIGATION 0• QUICK COUPLING VALVE IRRIGATION MAINLINE IN PLANTER = BF — 1-1/2 — LEGEND,NOTES AND WATER USE CALCULATIONS. BACKFLOW PREVENTER aSUBSURFACE INLINE DRIP EMITTER TUBING � = 3. SEE SHEETS LI-2.3 THROUGH LI-2.6 FOR IRRIGATION NO SYMBOL WYE STRAINER/PRESSURE REGULATOR 1„ IRRIGATION LATERAL LINE IN PAVING/ DETAILS. IRRIGATION ONLY TRENCH MV MASTER VALVE DRIP AIR/VACUUM RELIEF VALVE � i LATERAL PIPE SIZING GUIDE: FLOW SENSOR DRIP FLU SH H VALVE 1„ IRRIGATION LATERAL LINE IN PLANTER � � US III (UNLESS OTHERWISE NOTED ON PLANS) ❑A © AUTOMATIC IRRIGATION CONTROLLER ASSY. DRIP TUBING TO PVC TRANSITION FITTINGS — PIPE SLEEVE/WIRE CONDUIT AS NOTED 1 1 3/4" 0-7 GPM L5�j BALL VALVE(MAINLINE ISOLATION VALVE) T) PULL BOX i------------- SPRING STR£-€Tj 1" - 8-14 GPM `------------ _ - 11/4" - 15-20GPM j PW Dept.Review:C.Erickson 3-4-21 LI-1.1 MARK REVISIONS APPR. DATE THESE PLANS EBEENREVIEWEDFORCOMPLIANCEWITH PREPARED BY: SEAL GREEN STREETS PROJECT APPROPRIATE CON INS OF DEVELOPMENT AND/ORC ND STATE LAWS CITY OF LAKE ELSNORE SHEET ZB �pNDSCgpf FOR AND HAVE BEEN FOUND A PTABLE SPRING STREET 74 10/16/2020 �• 2 SCALE' 0 10' 20' BENCHMARK. LANDSCAPE OFS SHEETS Exp.9 30 21 * IRRIGATION PLAN REMON HABIB,RCE . 156 TE DATE 1"=20' FILE No. CITY ENGINEE J?4Tf OF CAV�Fpe�p 019-051 CITY OF ELSINORE DATE: 1 011 6/2 0 2 0 o Dig Alert o c I 8111800-227-2600 1 TREE A25 BUBBLER 1" 3.00 I 1 _ R.O.W. i W ABAN W ABAN N WAR • N BAN W ABAN W ABARAN AN 1-11Y 11 y N. SPRING STREET 8"SEWER 1 1 T T 8"SEWER o GAS 1 3"'GAS C ~ M M M M /18"'PVC WATER S S 54"SEWW6T R S D /n_ S4"SEWER zto�J �M S F S S S S S 24"SEWER S S 54"SEWER 11 _ W ,� W IZ — = W R.O.W. S�yE� 5 CL W co r N. SPRING STREET, SULPHUR STREET NORTH � QQ z Q I � TREE A26 I z a BUBBLER m w 1" 16.0 R.O.W. �I • �� may' �v� ���' �� ' �� R.O.W. _ \ °(1)W SLEEVE (1)1"CONDUIT 3 q • I • _ �__ • • I • I • I d d d d p d ❑ I • AN W ATBAN ABA P W ABAN W A ,,N \ W ABAN W/ABAN W AN;IIII�W AB IN' ABAN 6 WA ,RAB N W AB N44 • O a 8"SEWER T" S -— S 6"WATER 4 eFWFR z 6"WATER _"_' 1-112, a S S —S— N. SPRING STREET S $ SEW W AS 3 3 a 0 J N� w w w w w W w w w w w w 1 w LU � 8'"DR14 C900 PVC WATER 3 , S a¢a¢ S S S 24"SEWER S 5 S 5 S S S S S W 2 IW 33 D 3 W W R.O.W. _ Lu R.O.W. x _x II 1 CS �11 Al N. SPRING STREET, W. GRAHAM AVENUE - W. PECK STREET �,� j a NORTH > P.O.C.'A'AND IRRIGATION CONTROLLER'A'LOCATION SEE SHEET: LI-1.3 P.O.C.'B'AND IRRIGATION CONTROLLER'B'LOCATION SEE SHEET: LI-1.7 SHEET NOTES IRRIG. KEY NOTES (SPECIFIC TO SHEET) IRRIGATION REF. LEGEND IRRIGATION REF. LEGEND(CONT'D) IRRIGATION REF. LEGEND(CONT'D) KEY MAP "WWI' 07 1. IRRIGATION MAINLINE,BUBBLERS,AND EQUIPMENT O INSTALL VALVE MANIFOLD(BALL VALVE, SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION ARE SHOWN DIAGRAMMATICALLY FOR DRAWING REMOTE CONTROL VALVE AND QUICK TREE BUBBLER SYSTEM W BALL VALVE(MANIFOLD ISOLATION VALVE) uz^ IRRIGATION MAINLINE IN PAVING/JOINT W — CLARITY.MAINLINE AND VALVES SHALL NOT BE COUPLING VALVE),CABLE AND IRRIGATION (2 BUBBLERS PER TREE SYMBOL) TRENCH WITH ELECTRICAL Z PLACED IN PAVED AREAS.INSTALL MAINLINE MAINLINE IN PLANTING AREA,TYPICAL REMOTE CONTROL VALVE W I I Ip- — *I WHENEVER POSSIBLE 18"FROM WALKS,CURBS AND M❑ WATER METER uz° IRRIGATION MAINLINE IN PAVING IRRIGATION a IIIIII IIIIII IIIIII WALLS. 19 DRIP REMOTE CONTROL VALVE ONLY TRENCH g �-F+�- �FFF+� �FFFFF POC POINT OF CONNECTION 2. SEE SHEETS LI-2.1 THROUGH LI-2.2 FOR IRRIGATION O• QUICK COUPLING VALVE IRRIGATION MAINLINE IN PLANTER x LEGEND,NOTES AND WATER USE CALCULATIONS. BF BACKFLOW PREVENTER SUBSURFACE INLINE DRIP EMITTER TUBING 2 = 3. SEE SHEETS LI-2.3 THROUGH LI-2.6 FOR IRRIGATION NO SYMBOL WYE STRAINER/PRESSURE REGULATOR IRRIGATION LATERAL LINE IN PAVING/ III DETAILS. IRRIGATION ONLY TRENCH Iw MASTER VALVE DRIP AIR/VACUUM RELIEF VALVE IRRIGATION LATERAL LINE IN PLANTER DRIP TUBING TO PVC TRANSITION FITTINGS —1— PIPE SLEEVE I WIRE CONDUIT AS NOTED — LATERAL PIPE SIZING GUIDE: Es BALL FLOW VALVESENSOR MAINLINE ISOLATION VALVE DRIP FLUSH VALVE ----------- (UNLESS OTHERWISE NOTED ON PLANS) 0© AUTOMATIC IRRIGATION CONTROLLER ASSY. 1/4 _ 8-4 GPM ( ) Q PULL BOX �--------SP I �i 11/4" 15-20GPM LI-1.2 pW Dept. Review: C. Erickson 3-4-21 MARK REVISIONS APPR. DATE THESE SHAVEBEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT APPI PRIAT NDITIOIN OF DEVELOPMENT AND/ORCITYA ATE LAWS CITY OF LAKE ELSINORE SHEET 27 �00SC4pf FOR AND HAVE BEEN F ACCEPTABLE SPRING STREET 74 ���. —� 10/16/2020 �• 2 SCALE' 0 10' 20' BENCHMARK. LANDSCAPE OFS SHEETS Ezp.9 REMON HABIB,RCE No. 6 DATE DATE 1"=20' IRRIGATION PLAN FILE No. CITY ENGINEER J?4rF OF CAV�Fpe�o 019-051 CITY OF LA SINORE DATE: 1 011 6/2 0 2 0 SEE SHEET LI-1.6 o Dig Alert � I o ." o C ", "a. _ �� A27 SHRUB 1„ 2.50 DRIP c 811/800-227-2600 IfN' A28 TREE A18 TREE 3 I _ 1" 14.0 BUBBLER V00 BUBBLER I I O 2"SLEEVE a --- (1)2„SLEEVE 1 R.O.W. -- -- R.O.W. III A T q G• G P G • G G G • Zi �� M' M f� f- ff �� M f- F 1-v2' 6"WATER � 1-1/2" W 1-t12" 1-1/2" "WATER W 1-12' W W 1-1/2" iIII S s /�� e" "' 2"WATE , N. SPRING STREET - Im W s S W to UJ W 8"DR14 C900 PVC WATER W W W (1)2"SLEEVE W W W (1)3"SLME ' a 3"DR14 C900 PVC WATER S S 4 S S 1-1n" g s_ (1)1"CONDUIT 1-v2• S �■ ■ �� "MMM MMMMM�M M • on IRRIGATION CONSTRUCTION OTE= 15" D 15"SD • POINT OF CONNECTION.LOCATE THE SITE IRRIGATION POTABLE WATER METER IN THE VICINITY SHOWN.CONNECT TO IT,INSTALL IRRIGATION BACKFLOW PREVENTER IN ENCLOSURE,WYE IJJ STRAINER,MASTER VALVE,FLOW SENSOR AND EXTEND SYSTEM.COORDINATE EXACT LOCATIONS _OF EQUIPMENT AND TIMING OF INSTALLATION WITH OWNER/DESIGNATED OWNER'S Q R.O.W. DiZ lop op REPRESENTATIVE. Q IC-2 LOCATE AVAILABLE 120VOLT POWER SOURCE FOR THE CONTROLLER.PRIOR TO ORDERING Q Sid = m t N. SPRING STREET, W. HEALD AVENUE W. FRANKLIN STREET a ■ O MATERIALS AND BEGINNING INSTALLATION,THE CONTRACTOR SHALL COORDINATE EXACT N RTH �a c 3 W LOCATION OF CONTROLLER WITH THE OWNER/DESIGNATED OWNER'S REPRESENTATIVE.ONCE THE FINAL LOCATION IS DETERMINED,INSTALL THE CONTROLLER PER DETAIL AND ANY o' SEE SHEET LI-1.6 MANUFACTURER'S SPECIFICATIONS.THE CONTRACTOR IS RESPONSIBLE FOR EXTENDING, LABELING AND CONNECTING THE MASTER VALVE WIRES,FLOW SENSING WIRES AND RAIN SENSOR VYLT WIRES TO CONTROLLER. SEE SHEET LI-1.6 + t, CONTROLLER ID: A STATIONS: 200 J STATIONS USED: 28 REFER TO IRRIGATION LEGEND&GENERAL Ip A3 TREE TREE Al SHR S A2 + JOj(1 IRRIGATION NOTES ON SHEETS LI-2.1 ¢I a J BUBBLER THROUGH LI-2.2 FOR ADDITIONAL BUBBLER D IP ■ III 1" 9.00 CONTROLLER INFORMATION&MODEL ILL 1" 2.89 NUMBERS. I�+_2 (1)2"SLEEVE + ■ INS ALL 1-1/4"BACKFLOW_ 2 R.O.W. O II it i — — R.O.W.- — L 710E PER EVMWD STD.W- (1)3" LEEVE I 1 2" LEEVE I .�: p A P � T - S S _ -. E WITH" MV FS - - - W�f! M �! f�M N ff ffNff ff ff ff FF - is f� f� f� -f-f- 0� W 6"WATER W 1-112' 3 W 1-112" W 1-12' 1-1/2" W- P W TER V�- 1-1/2' m VJ MV-A FS-A WATER a.00 �C-� a.Do (1)3"SLEEVE W W 1-1/z" 1-1/2" s __ __ s s s 1 s—N. SPRING STREET W- 54"S R - N. SPRING STREET, 11n 1)1"CONDUI 11r r 8"DRi C900 PVC WATER W W W ( W ,. 1-irz" 1-12• 8' - C900 PV 1-1�• ���� ����f� � — —1 M M M M M - - M Ma M M W ■�■ �■ ■■ • M M - M - S • S S� • S S—[q 24"S ER � �- � • 4"SEWER W � - P Z _ 1 SLEEVE •I R.O.W. �LI R.O.W. POINT OF CONNECTION: A (1)2"SLEEVE 1\ , (2)2"SLEEVES WATER METER:1" IRRIGATION SYSTEM (1)V CONDUIT i — (2)2"SLEEVES BACKFLOW PREVENTER:1-1/4" TREE A17 TREE A14 WY STRAINER 1-1/4" DESIGNED FOR 16 GPM ^}D BUBBLER PEAK DEMAND:16 GPM AT 75 PSI(DELIVERY BUBBLER 1" $00 / SI OI } 1" 11.0 AVAILABLE WATER PRESSURE:122 PSI PRESSURE) I ! w r NORTH ' ESTIMATED LANDSAPEAREA(ACRE):3,183 C �= N. SPRING STREET W. SUMMER AVENUE ESTIMATED LANDSCAPE AREA(ACRE):0.07 N �' d I \ �t co * p P.O.C.'B'AND IRRIGATION CONTROLLER'B'LOCATION SEE SHEET: LI-1.7 KEY MAP SEE SHEET LI-1.6 LU SHEET NOTES IRRIG. KEY NOTES (SPECIFIC TO SHEET) IRRIGATION REF. LEGEND IRRIGATION REF. LEGEND(CONTD) IRRIGATION REF. LEGEND(coNT'D n 1. IRRIGATION MAINLINE,BUBBLERS,AND EQUIPMENT O INSTALL VALVE MANIFOLD(BALL VALVE, SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION LU ARE SHOWN DIAGRAMMATICALLY FOR DRAWING REMOTE CONTROL VALVE AND QUICK TREE BUBBLER SYSTEM ►y BALL VALVE(MANIFOLD ISOLATION VALVE) PC IRRIGATION MAINLINE IN PAVING/JOINT 2i CLARITY.MAINLINE AND VALVES SHALL NOT BE COUPLING VALVE),CABLE AND IRRIGATION (2 BUBBLERS PER TREE SYMBOL) TRENCH WITH ELECTRICAL = PLACED IN PAVED AREAS.INSTALL MAINLINE MAINLINE IN PLANTING AREA,TYPICAL REMOTE CONTROL VALVE a WHENEVER POSSIBLE 18"FROM WALKS,CURBS AND WATER METER yr IRRIGATION MAINLINE IN PAVING/IRRIGATION < cD WALLS. O IRRIGATION CONTROLLER TO BE INSTALLED pOC POINT OF CONNECTION DRIP REMOTE CONTROL VALVE ONLY TRENCH 2. SEE SHEETS LI-2.1 THROUGH LI-2.2 FOR IRRIGATION AT ELECTRICAL PEDESTAL(SEE ELECTRICAL 0• QUICK COUPLING VALVE _ IRRIGATION MAINLINE IN PLANTER 1-ur — LEGEND,NOTES AND WATER USE CALCULATIONS. PLANS) BF BACKFLOW PREVENTER SUBSURFACE INLINE DRIP EMITTER TUBING 3. SEE SHEETS LI-2.3 THROUGH LI-2.6 FOR IRRIGATION NO SYMBOL WY STRAINER/PRESSURE REGULATOR 1„ IRRIGATION LATERAL LINE IN PAVING/ DETAILS. O 1"IRRIGATION WATER METER ON 2"COPPER IRRIGATION ONLY TRENCH SERVICE(SEE CIVIL PLANS) My MASTER VALVE DRIP AIR/VACUUM RELIEF VALVE IRRIGATION LATERAL LINE IN PLANTER _�_ LATERAL PIPE SIZING GUIDE: FS FLOW SENSOR DRIP FLUSH VALVE 1" SPRI1vfG_—�. (UNLESS OTHERWISE NOTED ON PLANS) ❑q © AUTOMATIC IRRIGATION CONTROLLER ASSY. DRIP TUBING TO PVC TRANSITION FITTINGS PIPE SLEEVE/WIRE CONDUIT AS NOTED J 3/4" 0-7 GPM � BALL VALVE(MAINLINE ISOLATION VALVE) © PULL BOX 1" - 8-14GPM 11/4" - 15-20GPM LI-1.3 PW Dept. Review: C. Erickson 3-4-21 MARK REVISIONS APPR. DATE �THpEROpRA`F'HAVEBEENREVIEWEDFORCOMPLIANCEWITHTHE PREPARED BY: SEAL GREEN STREETS PROJECT pI NDITIONSOFDEVELOPMENTAND/ORCITYAN TELAWS CITY OF LAKE ELSINORE SHEET 28,ODSCAPf FOR D HAVE BEEN FO CCEPTABLE SPRING STREET —� 74 10/16/2020 2 SCALE: LANDSCAPE °F SHEETS 0 10' 20' BENCH MARK: Ezp.9 30 2, >f IRRIGATION PLAN RE IN HABIB,RC .83156 DATE 1"=20' FILE No. CITY ENGI KE ELSINORE J?4rF OF CAV�Fpe�o DATE: 10/16/2020 019-051 0o Dig Alert SEE SHEET LI-1.5 c 811 i`800-227-2600 1 TREE A5 a 1 1 BUBBLER 1" 5.00 no 1 SHRUB A4 �• 1 � V A 1 DRIP 1° 2.82 R.O.W., a R.O.W. G G G —— S �— �� ��-WE i G G fa fa � a�aai c F-1 6 WATER 1-1/2' 6' WATER -1n• 1-1n° 1-1n° 1-1n^ 1-1n° -1n" ■3 W w 54' EWER S (1 „SLEEVE S N. SPRING STREET VC WATER pl (1)2"SLEEVE _ (1} L EVE w s DR14 C900`Vc ATE (1 1"CONDUIT I,ti 1 "SLEEVE m W 11n^ ( ) - 11 2"SLEEVE 111241 Fes/_ S v1rz• 1-vr :. i-vz^ 1-1�" I � (1) "CO DUIT I � S S IW ( 1 M M • ■■■ ■■ S • Illllf rf 0-0� 2i s 1L MR P P ZZ ,,, • ---�- - �� - ice - -�i -�i - _ - p R.O.W. — - - R.O.W. (1)2"SLEEVE (1)2"SLEEVE (`n 1 'JaMEE 2UBBLER i j 1 ■ N. SPRING STREET, W. POTTERY STREET �LNORTH SEE SHEET LI-1.5 L �­Mi i� \\ A6 TREE -- A7 TREEill 9.00 1 REELER BUBBLER 1 1" 10.0 I 1 / (1)2"SLEEVE (1)2"SLEEVE (1)2"SLEEVE _ -� 1 R.O.W. 0° R.O.W. , - na 2•W E • • • • G � 2 WAT u? S S S 1-1n' W J �■ " " " " W N. SPRING STREET W W W S 3 , W 1 Q 24"SEWC S S S S S S S S S S S W 24"SEWER W M�W �■ P P �� P P P P P P P NO P P P ■ V � G R.O.W. m z R.O.W. N. SPRING STREET, W. FLINT STREET w NORTH P.O.C.'A'AND IRRIGATION CONTROLLER W LOCATION SEE SHEET: LI-1.3 P.O.C.'B'AND IRRIGATION CONTROLLER'B'LOCATION SEE SHEET: LI-1.7 SHEET NOTES IRRIG. KEY NOTES(SPECIFIC TO SHEET) IRRIGATION REF. LEGEND IRRIGATION REF. LEGEND IRRIGATION REF. LEGEND(CONT'D) KEY MAP 1. IRRIGATION MAINLINE,BUBBLERS,AND EQUIPMENT O INSTALL VALVE MANIFOLD(BALL VALVE, SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION ARE SHOWN DIAGRAMMATICALLY FOR DRAWING REMOTE CONTROL VALVE AND QUICK TREE BUBBLER SYSTEM ►y BALL VALVE(MANIFOLD ISOLATION VALVE) yr IRRIGATION MAINLINE IN PAVING/JOINT w CLARITY.MAINLINE AND VALVES SHALL NOT BE COUPLING VALVE),CABLE AND IRRIGATION (2 BUBBLERS PER TREE SYMBOL) TRENCH WITH ELECTRICAL z PLACED IN PAVED AREAS.INSTALL MAINLINE MAINLINE IN PLANTING AREA,TYPICAL REMOTE CONTROL VALVE Lu WHENEVER POSSIBLE 18"FROM WALKS,CURBS AND Ma WATER METER vz• IRRIGATION MAINLINE IN PAVING/IRRIGATION a DRIP REMOTE CONTROL VALVE ONLY TRENCH WALLS. O PULL BOX IN PAVEMENT,FIELD VERIFY. POC POINT OF CONNECTION 2. SEE SHEETS LI-2.1 THROUGH LI-2.2 FOR IRRIGATION INSTALL CITY APPORVED TRAFFIC RATED O• QUICK COUPLING VALVE _ _ IRRIGATION MAINLINE IN PLANTER LEGEND,NOTES AND WATER USE CALCULATIONS. PULL BOX IN PAVEMENT,TYPICAL BF BACKFLOW PREVENTER SUBSURFACE INLINE DRIP EMITTER TUBING 2 < _ 3. SEE SHEETS LI-2.3 THROUGH LI-2.6 FOR IRRIGATION NO SYMBOL WYE STRAINER/PRESSURE REGULATOR 1„ IRRIGATION LATERAL LINE IN PAVING/ DETAILS. IRRIGATION ONLY TRENCH SMASTER VALVE � DRIP AIR/VACUUM RELIEF VALVE F4 FLOW SENSOR DRIP FLUSH VALVE 1„ IRRIGATION LATERAL LINE IN PLANTER LATERAL PIPE SIZING GUIDE: � I I� (UNLESS OTHERWISE NOTED ON PLANS) ❑A © AUTOMATIC IRRIGATION CONTROLLER ABBY. DRIP TUBING TO PVC TRANSITION FITTINGS --- PIPE SLEEVE/WIRE CONDUIT AS NOTED z^ 3/4" 0-7 GPM rTI BALL VALVE(MAINLINE ISOLATION VALVE) © PULL BOX SPRING I .�E� ----_--------; - — 1" 8-14 GPM ---- 11/4" 15-20GPM LI-1.4 PW Dept. Review: C. Erickson 3-4-21 MARK REVISIONS APPR. DATE THES SHAVEBEEN REVIEWEDFORCOMPLIANCEWITHTHE PREPARED BY: SEAL GREEN STREETS PROJECT APPROPRIAT DITIONS OF DEVELOPMENT AND/OR CITY TATELAWS CITY OF LAKE ELSINORE SHEET 29 \00SCAPf FOR AND HAVE BEEN FO CEPTABLE SPRING STREET 74 10/16/2020 2 SCALE' 0 10' 20 BENCHMARK: LANDSCAPE OFS SHEETS Ezp.9 30 21 IRRIGATION PLAN REMON HABIB, o.83156 DA DATE 1"=20' FNO- CITY EN LAKE ELSINORE J?4TF OF CA\\Fpe�o DATE: 10/16/2020 019-051 o Dig Alert 0 p c a ";. Al ' A8 TREE /_2�'E 811/800-227-2600 1" 8.00 BUBBLER BLER 1 JL� A-, WA S 1_ip S S 6 SEWER S S S S S • W s s a 5Ew H N. SPRING STREET 54"SEWER = 1 s S W M 8"DR14 C900 PVC WATER M M M M S S S „ 1-112 -8"�Ri-4�900-PAr WATERS M S M S w� 1),;--CON I • $ Cn P G P eG P G G P G P • P G P G P G P G e n \ 77 R.O.W. ' TREE A10 BUBBLER 1" 6.00 N. SPRING STREET, MINTHORN STREET NORTH SEE SHEET LI-1.4 � � r • W ' I z TREE Al2 BUBBLER 1" 5.00 X X III xx R.O.W. n as z s } a V 2131VM V d d d " M M 2131VM M M M • Po 8 �e M M M (1)3"SLEEVE 1 (1)3"SLEEVE M-iF a31vM„9 M F W. POTTERY STREET (1)1-CONDUIT UJ LU w LU 1 = d = 1-1Y1" w 1,1/2" 1-ur 1-vz° w ', • — — — / W!ff77- �� ��� • • 1-1/r • (1)2"SLEEVE i � R.O.W. )2"SLEEVE L R.O.W. 1-112 TREE F A11 BUBBLER Lj a � III T _W. POTTERY STREET, N. SPRING STREET NORTH SEE SHEET LI-1.4 "' P.O.C.'A'AND IRRIGATION CONTROLLER W LOCATION SEE SHEET: LI-L3 P.O.C.'B'AND IRRIGATION CONTROLLER'B'LOCATION SEE SHEET: LI-1.7 SHEET NOTES IRRIG. KEY NOTES SPECIFIC TO SHEET IRRIGATION REF. LEGEND IRRIGATION REF. LEGEND(CONT'D) IRRIGATION REF. LEGEND(CONT'D) EY MAP 1. IRRIGATION MAINLINE,BUBBLERS,AND EQUIPMENT O INSTALL VALVE MANIFOLD(BALL VALVE, SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION ARE SHOWN DIAGRAMMATICALLY FOR DRAWING REMOTE CONTROL VALVE AND QUICK TREE BUBBLER SYSTEM ►y BALL VALVE(MANIFOLD ISOLATION VALVE) yr IRRIGATION MAINLINE IN PAVING/JOINT w = CLARITY.MAINLINE AND VALVES SHALL NOT BE COUPLING VALVE),CABLE AND IRRIGATION (2 BUBBLERS PER TREE SYMBOL) TRENCH WITH ELECTRICAL z PLACED IN PAVED AREAS.INSTALL MAINLINE MAINLINE IN PLANTING AREA,TYPICAL REMOTE CONTROL VALVE w WHENEVER POSSIBLE 18"FROM WALKS,CURBS AND Ma WATER METER vz• IRRIGATION MAINLINE IN PAVING/IRRIGATION Is WALLS. O• QUIICK COUPLING VALP REMOTE VE VALVE _ 1 1 z _ IRRIGATION MAINLINE IN PLANTER POC POINT OF CONNECTION a 2. SEE SHEETS LI-2.1 THROUGH LI-2.2 FOR IRRIGATION LEGEND,NOTES AND WATER USE CALCULATIONS. BF BACKFLOW PREVENTER SUBSURFACE INLINE DRIP EMITTER TUBING O < 3. SEE SHEETS LI-2.3 THROUGH LI-2.6 FOR IRRIGATION NO SYMBOL WYE STRAINER/PRESSURE REGULATOR 1„ IRRIGATION LATERAL LINE IN PAVING/ O DETAILS. IRRIGATION ONLY TRENCH Iw MASTER VALVE DRIP AIR/VACUUM RELIEF VALVE -- LATERAL PIPE SIZING GUIDE: FS FLOW SENSOR DRIP FLUSH VALVE 1" IRRIGATION LATERAL LINE IN PLANTER (UNLESS OTHERWISE NOTED ON PLANS) 0© AUTOMATIC IRRIGATION CONTROLLER ABBY. DRIP TUBING TO PVC TRANSITION FITTINGS ——— PIPE SLEEVE/WIRE CONDUIT AS NOTED 3/4" 0-7 GPM BALL VALVE(MAINLINE ISOLATION VALVE) © PULL BOX 1" 8-14GPM 11/4" - 15-20GPM tRHAIR LI-1.5 PW Dept. Review: C. Erickson 3-4-21 MARK REVISIONS APPR. DATE THES NSHAVEBEENREVIEWEDFORCOMPLIANCEWITHTHE PREPARED BY: SEAL GREEN STREETS PROJECT APPROPRIA DITIONSOFDEVELOPMENT AND/OR CITY A ATE LAWS CITY OF LAKE ELSINORE SHEET 30 �00SCAPf FOR AND HAVE BEEN FO CCEPTABLE ° v 1"c '9� SPRING STREET —� 10/16/2020 2 74 SCALE: LANDSCAPE °F SHEETS 0 10' 20' BENCH MARK: Ezp.9 30 21 IRRIGATION PLAN REMON HABI ,RC No.83156 DATE 1°=20' FILE No. ER CITY OF LAKE ELSINORE J?4TF OF CAOF�Q�p DATE: 10/16/2020 019-051 SEE SHEET LI-1.3 mom isms - -r l - - o Dig Alert C c UUU A15 TREE 1" 9.00 BUBBLER (1)2"SLEEVE 1 R.O.W. R.O.W. - 4 -- a3ivM s • n„ I Ci F MM3s„9 wl S S W. SUMNER AVENUE -S 1 S s 1 I So U) y 00 y - Iw SIB wl 1-1/'Y' —► �<Z1 fn1 1-1/2' T —� --� Qrs+�► CT" OEM ■ • �•i 4F�f� f� M M M M� M M I� M M'�� F —f —M� — 1-1YY — — — — — — — -► I I L W R.O.W. R.O.W. 1 - TREE A16 I + * BUBBLER 1" 6.00 �ol a I W. SUMMER AVENUE N. SPRING STREET � � NORTH — —? — SEE SHEET LI-1.3 SEE SHEET LI-1.3 I1 Al TREE A20 TREE BUBBLER 1" 13.0 BUBBLER R.O.W.J R.O.W.-] 0 � d M t! �MMMMMMM M M •������� U US 1 as jZ 1 w 1 a3M3s„9 W. HEALD AVENUE 1X: /2 31VM Ntle11'„b NVBV M 1 M M 1-1rF w W a31tlM � AVM„b W _ ■M M M M�J•C�1M v�F1 2" 1-vi M „bM 6' S �h 1-112" t;�LM � M M M — — 1-1/2" — • �'�Ei f� —r • — — — • � b WF7xt- W 1 � Q 2Q R.O.W. - a �Z- — — — R.O.W. P.O.C.W AND IRRIGATION CONTROLLERW LOCATION SEE SHEET: LI-1.3 1 III W. HEALD AVENUE, N. SPRING STREET NORTH P.O.C.'B'AND IRRIGATION CONTROLLER'B'LOCATION SEE SHEET: LI-1.7 ' III z CIL RIGATION IRRIGATION REF. LEGEND(CONT'D) IRRIGATION REF. LEGEND(CONT'D) SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION z w ! III _16 TREE BUBBLER SYSTEM I� BALL VALVE(MANIFOLD ISOLATION VALVE) 2 IRRIGATION MAINLINE IN PAVING/JOINT SEE SHEET LI-1.3 (2 BUBBLERS PER TREE SYMBOL) TRENCH WITH ELECTRICAL Z REMOTE CONTROL VALVE M❑ WATER METER Is DRIP REMOTE CONTROL VALVE z ONLY THEN MAINLINE IN PAVING/IRRIGATION -- POC POINT OF CONNECTION IRRIG. KEY NOTES(SPECIFIC TO SHEET) O• QUICK COUPLING VALVE IRRIGATION MAINLINE IN PLANTER x SHEET NOTES BF BACKFLOW PREVENTER SUBSURFACE INLINE DRIP EMITTER TUBING IRRIGATION = 1 ARE HIRRIGATION MAINLINE,OWN DIAGRAMMATICALLY OR DRAWING AND INSTALL VALVE MANIFOLD O REMOTE CONTROL VALVE ANALL D QUICK IRRIGATION NO SYMBOL WYE STRAINER/PRESSURE REGULATOR 1„ IRRIGATION ONLLATERAL TRENCHIN PAVING/ III CLARITY.MAINLINE AND VALVES SHALL NOT BE COUPLING VALVE),CABLE AND IRRIGATION ev MASTER VALVE DRIP AIR/VACUUM RELIEF VALVE III -_III 1„ IRRIGATION LATERAL LINE IN PLANTER PLACED IN PAVED AREAS.INSTALL MAINLINE MAINLINE IN PLANTING AREA,TYPICAL FS FLOW SENSOR DRIP FLUSH VALVE WHENEVER POSSIBLE 18"FROM WALKS,CURBS AND A g WALLS. LATERAL PIPE SIZING GUIDE: AUTOMATIC IRRIGATION CONTROLLER ASSY. DRIP TUBING TO PVC TRANSITION FITTINGS --- PIPE SLEEVE/WIRE CONDUIT AS NOTED ❑❑ h 2. SEE SHEETS LI-2.1 THROUGH LI-2.2 FOR IRRIGATION (UNLESS OTHERWISE NOTED ON PLANS) BALL VALVE(MAINLINE ISOLATION VALVE) © PULL BOX SPRIN r �i- LEGEND,NOTES AND WATER USE CALCULATIONS. I I i 3. SEE SHEETS LI-2.3 THROUGH LI-2.6 FOR IRRIGATION 3/4" _ 0-7 GPM DETAILS. 1" 8-14 GPM 11/4" 15-20GPM LI-1.6 PW Dept. Review: C. Erickson 3-4-21 MARK REVISIONS APPR. DATE THES NSHAVEBEENREVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT APP NDITIONSOF DEVELOPMENT AND/OR CITY ATE LAWS CITY OF LAKE ELSINORE SHEET 31 �00SCAPf FOR AND HAVE BEEN F CCEPTABLE � I"c '9� SPRING STREET 74 10/16/2020 2 SCALE: 0 10' 20' BENCHMARK: LANDSCAPE OFSHEETS Ezp.9 30 21 REMON HABIC No.83156 DATE IRRIGATION PLAN No. A� 1°=20 FILE CITY OF LAKE ELSINORE \ �4JF OF CAOF�Q�p DATE: 10/16/2020 019-051 ° Dig Alert 3 INSTALL 1-1/4"BACKFLOW ° "C °,o a. I •. . DEVICE PER EVMWD STD.W-21 .° POINT OF CONNECTION: B EXISTING WATER METER:1" y M BF W IRRIGATION SYSTEM °811/800-227-2600 o' F I I 1 BACKFLOW PREVENTER:1-1/4" '-" DESIGNED FOR 12 GPM w NW 3 N ,• WYE STRAINER:1-1/4" IC-3 POC " PEAK DEMAND:12 GPM 3 l�� AT 75 PSI(DELIVERY B1 TREE AVAILABLE WATER PRESSURE:122 PSI PRESSURE) 2 BUBBLER ESTIMATED LANDSCAPE AREA(SQ.FT.):363 e /-_ —1° 6.00 ESTIMATED LANDSCAPE AREA(ACRE):0.01 u- R.O.W. R.O.W. X . — ®' MV-B 4°0 IC-4 ,Ol co N V M NVBtl,Z NVBV NVBV M NVBV M� --� M NV M�J J tl M 8tl"Z E 8V NVBV M 1-1/2" 120 4 B � e me „ 41 M i bzn M M— „ — ¢ 11n° n° 1 EEVE 3S 9 W. HEALD AVENUE Fs-B 4.°° w 1)1" DUIT c 1„ _ '1n 1,. A b'�N3 1-in„ b31VM M M U) 4 — • A�l Q 1 17 I 1)3"S 1. E 1)1"CO 3 W ' R.O.W. TREE B2 CONTROLLER ID: B R.O.W. P P BUBBLER STATIONS: 200 1" 12.0 STATIONS USED: 7 REFER TO IRRIGATION LEGEND&GENERAL IRRIGATION NOTES ON SHEETS LI-2.1 - I 1 1 - - ox THROUGH LI-2.2 FOR ADDITIONAL W 3 CONTROLLER INFORMATION&MODEL NUMBERS. SEE BELOW W. HEALD AVENUE, LANGSTAFF STREET - RILEY STREET NORTH IRRIGATION CONSTRUCTION NOTES B5 TREE 64 TREE I ' BUBBLER 1 BUBBLER 1" 9.00 " 9.00 I IC-3 POINT OF CONNECTION.LOCATE THE SITE IRRIGATION POTABLE ' I WATER METER IN THE VICINITY SHOWN.CONNECT TO IT, REMOVE AND REPLACE EXISTING 1"BACKFLOW PREVENTER _ — R.O.W. _ _ _ AND INSTALL IRRIGATION BACKFLOW PREVENTER IN ' - '' •' ' ' ENCLOSURE,WYE STRAINER,MASTER VALVE,FLOW SENSOR AND EXTEND SYSTEM.COORDINATE EXACT LOCATIONS OF EQUIPMENT AND TIMING OF INSTALLATION WITH OWNER/ q • ° W W • 7ATER • • DESIGNATED OWNER'S REPRESENTATIVE. IC-4 LOCATE AVAILABLE 120VOLT POWER SOURCE FOR THE S LANGSTAFF STREET S S S S S S S I CONTROLLER.PRIOR TO ORDERING MATERIALS AND BEGINNING INSTALLATION,THE CONTRACTOR SHALL COORDINATE EXACT W W W W 12,WATER W W s' W 1 W W W W W LOCATION OF CONTROLLER WITH THE OWNER/DESIGNATED T T T T T T T T T T T T TT OWNER'S REPRESENTATIVE.ONCE THE FINAL LOCATION IS yy W W W 2"WATER W W W • _ 1-tn^ W A AN W A AN W A AN W AN W A AN AN—. W .BAN;_ A AN W A A W A AN • W A N DETERMINED,INSTALL THE CONTROLLER PER DETAIL AND ANY - - - - O MANUFACTURER'S SPECIFICATIONS.THE CONTRACTOR IS w _ e b RESPONSIBLE FOR EXTENDING,LABELING AND CONNECTING w ' THE MASTER VALVE WIRES,FLOW SENSING WIRES AND RAIN `> . _ w SENSOR WIRES TO CONTROLLER. w R.O.W. �U) UJ 'rn TREE B3 I 7 BUBBLER 1" 11.0 � I 1 LANGSTAFF STREET NORTH P.O.C.'A'AND IRRIGATION CONTROLLER'A'LOCATION SEE SHEET: LI-1.3 SHEET NOTES IRRIG. KEY NOTES(SPECIFIC TO SHEET) IRRIGATION REF. LEGEND IRRIGATION REF. LEGEND(CONT'D) IRRIGATION REF. LEGEND(CONT'D) 1. IRRIGATION MAINLINE,BUBBLERS,AND EQUIPMENT O INSTALL VALVE MANIFOLD(BALL VALVE, SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION — ARE SHOWN DIAGRAMMATICALLY FOR DRAWING REMOTE CONTROL VALVE AND QUICK TREE BUBBLER SYSTEM ►y BALL VALVE(MANIFOLD ISOLATION VALVE) 1-vr IRRIGATION MAINLINE IN PAVING/JOINTLu CLARITY.MAINLINE AND VALVES SHALL NOT BE COUPLING VALVE),CABLE AND IRRIGATION (2 BUBBLERS PER TREE SYMBOL) TRENCH WITH ELECTRICAL z PLACED IN PAVED AREAS.INSTALL MAINLINE MAINLINE IN PLANTING AREA,TYPICAL REMOTE CONTROL VALVE j WHENEVER POSSIBLE 18"FROM WALKS,CURBS AND Ma WATER METER DRIP REMOTE CONTROL VALVE IRRIGATION MAINLINE IN PAVING/IRRIGATION <ONLY WALLS. O IRRIGATION CONTROLLER TO BE INSTALLED POC POINT OF CONNECTION ¢ III 2. SEE SHEETS LI-2.1 THROUGH LI-2.2 FOR IRRIGATION AT ELECTRICAL PEDESTAL(SEE ELECTRICAL 0• QUICK COUPLING VALVE IRRIGATION MAINLINE IN PLANTER = BF — 1-1/z' — LEGEND,NOTES AND WATER USE CALCULATIONS. PLANS) BACKFLOW PREVENTER ¢SUBSURFACE INLINE DRIP EMITTER TUBING Of 3. SEE SHEETS LI-2.3 THROUGH LI-2.6 FOR IRRIGATION NO SYMBOL WYE STRAINER/PRESSURE REGULATOR IRRI GAT I ON ONLY TRENCH GATION LATERAL LINE IN PAVING/ DETAILS. O 1"EXISTING IRRIGATION WATER METER ON 1" 1„ COPPER SERVICE.REPLACE EXISTING 1" My MASTER VALVE DRIP AIR/VACUUM RELIEF VALVE IRRI -------- LATERAL PIPE SIZING GUIDE: BACKFLOW PREVENTER WITH NEW FS FLOW SENSOR DRIP FLUSH VALVE 1„ IRRIGATION LATERAL LINE IN PLANTER ------' ' i =III 1-1/2"BACKFLOW PREVENTER.RETURN ' (UNLESS OTHERWISE NOTED ON PLANS) ❑A © AUTOMATIC IRRIGATION CONTROLLER ASSY. DRIP TUBING TO PVC TRANSITION FITTINGS --- PIPE SLEEVE/WIRE CONDUIT AS NOTED " I u , BACKFLOW PREVENTER TO OWNER. L-; I} 1"WIRE CONDUIT IN PAVING/IRRIGATION 3/4" 0-7 GPM O � SPRING.�..�BALL VALVE(MAINLINE ISOLATION VALVE) © PULL BOX ET h 8-14 GPM 4 STREET--'-- 1 1/4" - 15-20 GPM ONLY TRENCH(TRENCH SIMILAR TO LATERAL LINE IN PAVING/IRRIGATION ONLY TRENCH) LI-1.7 PW Dept. Review: C. Erickson 3-4-21 MARK REVISIONS APPR. DATE TH LANSHAVEBEENREVIEWEDFORCOMPLIANCEWITHTHE PREPARED BY: SEAL GREEN STREETS PROJECT APPROPRI OIN ITIBNS01DEVELOPMENTAND/OR CITY AND ELAWS CITY OF LAKE ELS NORE SHEET 32 �00SCAPf FOR AND HAVE BEEN ACCEPTABLE SPRING STREET -� 74 10/16/2020 2 SCALE: LANDSCAPE °F SHEETS 0 10' 20' BENCH MARK: Ezp.9 3D 2, >f IRRIGATION PLAN FILE No. REMON HABIB,3CE�o.8315E A DATE CITY EN LAKE ELSINORE \ �4JF OF CAOF�Q�p DATE: 10/16/2020 019-051 00Dig Alerts 0, c 811i800-227-2600 SEE SHEET LI-1.7 Isms I t 7 W � G TREE -- - z 2 coBUBBLER m -- ,-- W Q -WCL z W W W W W '7= a a 3 m a s (1)3"SLEEVE 1 2 (1)3"SLEEVE 3 3 3 (1)V CONDUIT GRAHAM AVENUE (1)1"CONDUIT a3M3S„ �3M3S.9 H S a3M3S„9 W W W a31�N„Zl W W �3I9M77— a31tlM„9— �F13I91�,9— W a • �� W �v W a3 V* l W w T T P • V I 9 LI TREE B7 BUBBLER 1° 4.00 � GRAHAM AVENUE, POE STREET - LANGSTAFF STREET NORTH P.O.C.'A'AND IRRIGATION CONTROLLER W LOCATION SEE SHEET: LI-1.3 P.O.C.'B'AND IRRIGATION CONTROLLER'B'LOCATION SEE SHEET: LI-1.7 SHEET NOTES IRRIG. KEY NOTES(SPECIFIC TO SHEET) IRRIGATION REF. LEGEND IRRIGATION REF. LEGEND(CONT'D) IRRIGATION REF. LEGEND(CONT'D) KEY MAP 1. IRRIGATION MAINLINE,BUBBLERS,AND EQUIPMENT O INSTALL VALVE MANIFOLD(BALL VALVE, SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION ARE SHOWN DIAGRAMMATICALLY FOR DRAWING REMOTE CONTROL VALVE AND QUICK TREE BUBBLER SYSTEM ►y BALL VALVE(MANIFOLD ISOLATION VALVE) yr IRRIGATION MAINLINE IN PAVING/JOINT LU CLARITY.MAINLINE AND VALVES SHALL NOT BE COUPLING VALVE),CABLE AND IRRIGATION (2 BUBBLERS PER TREE SYMBOL) TRENCH WITH ELECTRICAL -D PLACED IN PAVED AREAS.INSTALL MAINLINE MAINLINE IN PLANTING AREA,TYPICAL REMOTE CONTROL VALVE Lu WHENEVER POSSIBLE 18"FROM WALKS,CURBS AND Ma WATER METER vz• IRRIGATION MAINLINE IN PAVING/IRRIGATION DRIP REMOTE CONTROL VALVE ONLY TRENCH WALLS. O BORE UNDER EXISTING WALK FOR NEW POC POINT OF CONNECTION 2. SEE SHEETS LI-2.1 THROUGH LI-2.2 FOR IRRIGATION IRRIGATION SYSTEM OO QUICK COUPLING VALVE _ _ IRRIGATION MAINLINE IN PLANTER t LEGEND,NOTES AND WATER USE CALCULATIONS. 2 BF BACKFLOW PREVENTER SUBSURFACE INLINE DRIP EMITTER TUBING 3. SEE SHEETS LI-2.3 THROUGH LI-2.6 FOR IRRIGATION NO SYMBOL WYE STRAINER/PRESSURE REGULATOR 1„ IRRIGATION LATERAL LINE IN PAVING DETAILS. IRRIGATION ONLY TRENCH Iw MASTER VALVE DRIP AIR/VACUUM RELIEF VALVE `- 1„ LATERAL PIPE SIZING GUIDE: FS FLOW SENSOR � DRIP FLUSH VALVE IRRIGATION LATERAL LINE IN PLANTER (UNLESS OTHERWISE NOTED ON PLANS) [am AUTOMATIC IRRIGATION CONTROLLER ABBY. DRIP TUBING TO PVC TRANSITION FITTINGS PIPE SLEEVE/WIRE CONDUIT AS NOTED BALL VALVE MAINLINE ISOLATION VALVE SPRING ` 3/4" 0-7 GPM ( ) © PULL BOX 1" - 8-14GPM 11/4" - 15-20GPM LI-1.8 PW Dept. Review: C. Erickson 3-4-21 MARK REVISIONS APPR. DATE THES SHAVEBEENREVIEWEDFORCOMPLIANCEWITHTHE PREPARED BY: SEAL GREEN STREETS PROJECT PIES DITIONSOFDEVELOPMENTAND/ORCITYA ATE LAWS CITY OF LAKE ELSNORE SHEET 33 �00SCAPf FOR AND HAVE BEEN FO CCEPTABLE SPRING STREET 74 10/16/2020 2 SCALE' 0 10' 20 BENCHMARK: LANDSCAPE OFSHEETS Ezp.9 30 21 � IRRIGATION PLAN REMON HABIB o.83156 E DATE 1°=20' FILE No. CITY EF LAKE ELSINORE J?4rF OF CAOF���p DATE: 10/16/2020 019-051 ESTIMATED WATER USE CALCULATIONS GENERAL IRRIGATION NOTES 1. THE CONTRACTOR SHALL FIELD VERIFY AVAILABLE INDICATED WATER PRESSURE AT THE WATER SOURCE LOCATION.THE CONTRACTOR IS RESPONSIBLE Riverside County Ordinance 859 landscape Water Use Calculations FOR VERIFYING WATER PRESSURE PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION AND PROMPTLY REPORT ANY DIFFERENCES TO THE OWNER'S REPRESENTATIVE. Project Type Residential (Insert Project Name,Description) 2. THIS SYSTEM IS DESIGNED FOR USE OF POTABLE WATER(EVMWD PWPZ:1571)AT THIS TIME,AND IS CONDITIONED FOR USE OF RECYCLED WATER. 0.50 ETo allowance 3. THE IRRIGATION SYSTEM IS SHOWN DIAGRAMMATICALLY FOR PLAN CLARITY.LOCATE ALL PIPING,VALVES AND OTHER IRRIGATION EQUIPMENT WITHIN P.O.C. A & B (Combined) LANDSCAPE AREAS UNLESS NOTED OR DIRECTED OTHERWISE.REFER ALSO TO SPECIFIC NOTES ON PLANS AND DETAILS.IRRIGATION SYSTEM CANNOT PASS THROUGH PRIVATE PROPERTY-IT MUST BE INSTALLED WITHIN THE RIGHT-OF-WAY. Applicant to use drop down menus in cells that indicate a selection to describe each hydrozone Where'INPUT"is shown.applicant to enter project specific information. 4. ALL CONTROL VALVES SHALL BE MANIFOLDED AND GROUPED IN GENERAL AREAS SHOWN ON PLAN.WHEREVER POSSIBLE.WHEREVER POSSIBLE, LOCATE VALVES WHERE NOT SUSCEPTIBLE TO VEHICULAR DAMAGE(SUCH AS NOT ON CORNERS AND CURVES).VALVES SHALL BE LOCATED IN PLANTING Please note that embedded formulas will reflect as'false'or as an error until selections are completed. AREAS AND IMMEDIATELY ADJACENT TO WALKS, CURBS,OR PAVING AREAS AND SET AT RIGHT ANGLES TO EDGES.MANIFOLD PIPE AND BALL VALVE SIZES SHALL BE EQUAL TO OR GREATER THAN THE SIZE OF THE LARGEST REMOTE CONTROL VALVE IN THE MANIFOLD.ALL VALVE BOXES SHALL BE 1 Maximum Annual Water Allowance (MAWA) SPACED WITH A 12"MINIMUM DISTANCE BETWEEN VALVE BOXES AND 12"FROM EDGE OF PAVEMENT. INPUT the total square footage of landscape= 3,546 S.F. 5. SYSTEM VALVES INDICATED WITH MANIFOLD CONFIGURATIONS IN LOCATIONS FOR DRAWING CLARITY.INSTALL MANIFOLDS IN EXACT LOCATIONS INPUT the Hist ETo for the area= COORDINATED WITH OWNER'S REPRESENTATIVE PRIOR TO ANY INSTALLATION. MAWA= 8,555 cu RI yr 6. DRIP IRRIGATION SYSTEMS SHOWN WITH FLUSH VALVES AND AIR VACUUM RELIEF VALVES INDICATED IN LOCATIONS FOR DRAWING CLARITY.INSTALL DRIP EQUIPMENT IN EXACT LOCATIONS COORDINATED WITH OWNER'S REPRESENTATIVE PRIOR TO ANY INSTALLATION. 2 Estimated Annual Water Use (EAWU) 7. PRIOR TO ANY EXCAVATION OR TRENCHING,LOCATE AND VERIFY ALL CABLES,CONDUITS,ABOVE GROUND AND UNDERGROUND UTILITIES.THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING AN UNDERGROUND UTILITY LOCATING SERVICE TO LOCATE AND MARK ALL UTILITIES.THE CONTRACTOR WILL TAKE PROPER PRECAUTIONS NOT TO DAMAGE OR DISTURB SUCH UNDERGROUND UTILITIES.STOP ALL WORK AND NOTIFY THE Plant Type Water Ulm OWNER'S REPRESENTATIVE IMMEDIATELY IF A CONFLICT EXISTS BETWEEN SUCH OBSTACLES AND THE PROPOSED WORK.PROCEED IN SAME MANNER IF Hydrozone 9 1 Plant Factor= 0.5 !.e,".�- ROCK LAYERS OR ANY OTHER CONDITIONS ARE ENCOUNTERED UNDERGROUND.PROCEED ONLY UPON OWNER REPRESENTATIVE'S WRITTEN INPUT Square Foot Area of Hydrozone= 1,700 AUTHORIZATION. Hydrozone Irrigation Efficien 0.85 EAWU= 4,825 cu ft/yr 8. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT Plant Type Wow Use OBSTRUCTIONS,GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST.SUCH OBSTRUCTIONS OR DIFFERENCES SHALL BE BROUGHT Hydrozone M 2 Plant Factor= 0.2 Sm—Gm—.— tow PROMPTLY TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE.SHOULD THE CONTRACTOR NOT STOP ALL WORK AND FAIL TO PROMPTLY NOTIFY INPUT square footage of hydrozone= 1,846 THE OWNER/DESIGNATED OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES AND RECEIVE WRITTEN AUTHORIZATION TO PROCEED FROM THE Hydrozone Irrigation Efficient 0.85 rn.1—Phlp-DIMNy Pl— OWNER'S REPRESENTATIVE,THEN THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REVISIONS NECESSARY AT NO ADDITIONAL COST TO THE OWNER. EAWU= 2,096 cue/yr 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND VERIFYING SLEEVE AND IRRIGATION MAINLINE LOCATIONS, IRRIGATION Plant Type Water Use Hydrozone 0 3 Plant Factor= 0 oma. CONTROLLER LOCATIONS,AND CONNECTIONS WITH THE OWNER'S REPRESENTATIVE. roe INPUT square footage of hydrozone=� 10. IRRIGATION LINES SHALL BE INSTALLED IN LANDSCAPE AREAS WHEREVER POSSIBLE AND WITHIN 12"OF LANDSCAPE AREA EDGES UNLESS INDICATED Hydrozone Irrigation Efli ienc 1 OTHERWISE. EAWU=Icu R/yr Plant Type Water Use 11. ALL PVC PIPE AND FITTINGS SHALL BE SOLVENT WELD TYPE USING PRIMER AND SOLVENT CEMENT,UNLESS OTHERWISE NOTED ON THESE PLANS. Hydrozone 0 4 Plant Factor= 0 12. ALL LATERAL LINE ENDS SHALL BE SIZED 3/4"UNLESS OTHERWISE NOTED. INPUT square footage of hydrozone=� Hydrozone Irrigation Efftden 1 13. ALL IRRIGATION LINES UNDER NEW PAVING SHALL BE SLEEVED WITH PVC SCH 40 PIPE.SLEEVE SHALL BE A MINIMUM 2 TIMES THE DIAMETER OF PIPE TO EAWU= c cu R 1 yr BE SLEEVED(2"MIN.DIA.).ONE PIPE PER SLEEVE. Plant Type Water Use 14. ALL WIRES UNDER PAVING SHALL BE ENCLOSED IN PVC SCH 40 GRAY ELECTRICAL CONDUIT A MINIMUM 2 TIMES THE DIAMETER OF WIRE BUNDLE(1" Hydrozone 05 Plant Factor= 0 MINIMUM). INPUT square footage of hydrozone=0 Hydrozone Irrigation E^ffic ensy 1 15. REFER TO THE DETAILS FOR FURTHER CONSTRUCTION INFORMATION. EAWU=f!!ncu R/yr 16. ALL PLANTINGS SHALL BE FULLY WATERED IN UPON PLANTING.DO NOT RELY SOLELY UPON THE AUTOMATIC IRRIGATION SYSTEM.UTILIZE Plant Type Water Use SUPPLEMENTAL HOSE WATERING AS REQUIRED,INITIALLY AND DURING THE PLANT ESTABLISHMENT PERIOD,AND AS DIRECTED ON PLANS TO ENSURE Hydrozone 0 6 Plant Factor= 0 W. ALL PLANTINGS RECEIVE ADEQUATE WATER TO THE ENTIRE ROOT ZONE. INPUT square footage of hydrozone=0 Hydrozone Irrigation Effcienc 1 17. IRRIGATION SYSTEM SHALL BE INSTALLED,OPERATED AND MAINTAINED PER THE LATEST CURRENT LANDSCAPE WATERING RESTRICTIONS AND LOCAL EAWU= cu R/yr CITY ORDINANCES. SubTotal EAWU= 6,921 cu ft I yr 18. EXISTING IRRIGATION SYSTEMS OUTSIDE OF THE LIMIT OF WORK AREA SHALL REMAIN PROTECTED IN PLACE WITH UNINTERRUPTED WATER SUPPLY AND Input Irrigation System Operation Factor 0.85 AUTOMATIC CONTROL.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND VERIFYING EXISTING IRRIGATION AFFECTED BY THIS WORK WITH Total EAWU= 8,142 THE OWNER'S AUTHORIZED REPRESENTATIVE THROUGHOUT THE DEMOLITION THROUGH CONSTRUCTION PHASES.PRIOR TO ANY WORK,COORDINATE MAWA-EAWU 413 cu ft/yr CONTROLLER STATION IRRIGATION SCHEDULING FOR NEW WORK WITH OWNER'S DESIGNATED REPRESENTATIVE. (this number must be positive) PERCENTAGE OF WATER SAVED RELATIVE TO MAX.ALLOWED= 5 Trees are not required to be listed as a separate hydrozone if understory is planted with plants of an equal or higher plant fact",and foot area is already included in calculations. LI-2.1 PW Dept. Review: C. Erickson 3-4-21 MARK REVISIONS APPR. DATE TH LANSHAVEBEENREVIEWEDFORCOMPLIANCEWITHTHE PREPARED BY: SEAL GREEN STREETS PROJECT CITY OF LAKE ELSINORE SHEET 34 APPROPR ONDITIONS OF DEVELOPMENT AND/OR CITY A ATE LAWS �i QSCAP FOR AND HAVE BEEN D ACCEPTABLE o� lNc q9n SPRING STREET 74 ,. 1 0/1 612 0 2 0 "• 2 SCALE: NOSCALE BENCHMARK. LANDSCAPE OF SHEETS REMON HABIB,RGE1 o EV.9 30 21 ri.83156 TE DATE IRRIGATION NOTES FILE No. CITY EN LAKE ELSINORE �qTF OF CA��C�Qw DATE: 10/16/2020 019-051 IRRIGATION LEGEND IRRIGATION LEGEND SYMBOL SYMBOL DESCRIPTION MANUFACTURER/MODEL NO. REMARKS DETAIL FULL DESCRIPTION MANUFACTURER/MODEL NO./NOZZLE RADIUS PSI GPM DETAIL I�Y1 WATER METER 1"IRRIGATION WATER METER ON 2"COPPER APPROX.LOCATION SHOWN,FIELD VERIFY. TREE BUBBLER SYSTEM RAINBIRD RWS-M-1402 WITH RWS-GRATE 30 0.50 D/LI-2.4 a SERVICE(SEE CIVIL PLANS).EXISTING 1" SEE ALSO CIVIL PLANS. (2 BUBBLERS PER TREE SYMBOL) METER AT P.O.C."B" POC POINT OF CONNECTION - APPROX.LOCATION SHOWN,FIELD VERIFY. - VALVE CALLOUT SEE ALSO CIVIL PLANS. NOTE:VALVE FLOW REPRESENTS MULTIPLE VALVE OPERATIONS TO MEET THE MINIMUM FLOW AS REQUIRED FOR FLOW SENSING. BACKFLOW PREVENTER FEBCO 825Y,1-1/4"SIZE APPROX.LOCATION SHOWN,FIELD VERIFY B/LI-2.3 co ro rD o M v I.D. Fo M rI.D. BF PROVIDE ONE FOR EACH BACKFLOW v N PREVENTER Al PLANT TYPE 4400. (GPM) VFoFS-A 4.00 GPM) s orFo BACKFLOW PREVENTER ENCLOSURE BPDI'GUARD SHACK'STAINLESS STEEL APPROX.LOCATION SHOWN,FIELD VERIFY B/LI-2.3 1" 14.0 IRRIG.TYPE 6.0 M V Fo 4477o M S or Fo NO SYMBOL ENCLOSURE WITH'FOREST GREEN'G S-NP-2 (APPROX.GPM) APPROX.GPM) POWDER COAT FINISH V Fo (APPROX.GPM) M ry s S orS WYE STRAINER WITH PRESSURE WILKINS 500HR-YSBR,1-1/4"SIZE IMMEDIATELY DOWNSTREAM BACKFLOW B/LI-2.3 V s NO SYMBOL REGULATOR SET PRESSURE TO 75 PSI(PRESSURE PREVENTER REMOTE CONTROL VALVE MASTER VALVE FLOW METER DELIVERY) My MASTER VALVE SUPERIOR 3200,1-1/2"SIZE APPROX.LOCATION SHOWN,FIELD VERIFY C/LI-2.3 HYDRAULIC CALCULATIONS FS FLOW SENSOR CST INC.FSI-TXX-001,1"AND 1-1/2"SIZE IMMEDIATELY DOWNSTREAM MASTER VALVE A/LI-2.4 AUTOMATIC IRRIGATION CONTROLLER SITE ONE LANDSCAPE SUPPLY APPROX.LOCATION AT ELECTRICAL A/LI-2.3 ASSEMBLY CA6-RM3-200/LPP/RSE/TDI/PMRCAC/10YR/GR-K PEDESTAL INCLUDES RAINMASTER EAGLE(200 STA) KTU+A Landscape Architecture&Planning KTU+A Landscape Architecture&Planning TIMER IN STRONG BOX SB-16SS TOP ACCESS 3916 Normal Street San Diego,CA.92103 � 3916 Normal Street San Diego,CA.92103 ❑A ENCLOSURE WITH LIGHTNING,SURGE AND P.O.C. A HYDRAULIC WORKSHEET P.O.C. B GFI,RAIN SENSOR IN ENCLOSURE ASSEMBLY, HYDRAULIC WORKSHEET © RAINMASTER REMOTE CONTROL RECEIVER ONLY PERMANENTLY MOUNTED WITH FCH.enot: Ci of Lake Elsinore Date: 3/1i2021 Client: City of Lake Elsinore Date: 3/1/2021 ANTENNA(NO HANDHELD),RAINMASTER 10 ct Name: Lake Elsinore Urban Greenin -S rin Street Pro'ect#: 019A51 Pro'ect Name: Lake Elsinore Urban Greenin -S rin Street Proect#: 019-051 YEAR,DATA SERVICE PLAN,GROUND ROD KIT ces: Potable water Sources: Potable water CONTACT NUMBER:(925)451-1610 C. A Valve No. A24 S stem GPM 7 P.O.C. B Valve No.: B7 S tern GPM: 7 BALL VALVE(MAINLINE ISOLATION VALVE) JONES/FORD-JONES E-1900 BRASS BALL MAINLINE SIZE. B/LI-2.4 VALVE(NPT NPT) LABLE PRESSURE AT POC: 1268'Elev 122 AVAILABLE PRESSURE AT POC: 1269'Elev 122 OF STATIC PRESSURE: 12.2 10%OF STATIC PRESSURE: 12.2 l►L BALL VALVE(MANIFOLD ISOLATION JONES/FORD-JONES E-1900 BRASS BALL SAME SIZE AS LARGEST REMOTE CONTROL B/LI-2.4 NET ELEVATION CHANGE(+)FOG TO HIGH/LOW POINT OF SYSTEM: FT.): 26 NET ELEVATION CHANGE + POC TO HIGHILOW POINT OF SYSTEM: FT.: 26 VALVE) VALVE(NPT NPT) VALVE IN MANIFOLD. PRESSURE RESULTING FROM CHANGE IN ELEVATION: 11.3 PRESSURE RESULTING FROM CHANGE IN ELEVATION: 11.3 REMOTE CONTROL VALVE HUNTER ICV-FS,1"SIZE APPROX.LOCATION SHOWN,FIELD VERIFY C/LI-2.4 AVAILABLE PRESSURE AT P.O.C.: 98.5 AVAILABLE PRESSURE AT P.O.C.: 98.5 DRIP REMOTE CONTROL VALVE HUNTER ICV-101-LF-R(0.5-15 GPM,40 PSI APPROX.LOCATION SHOWN,FIELD VERIFY D/LI-2.4 FRICTION LOSSES: Class Size Loss/100 it Length Peak GPM TOTAL LOSS FRICTION LOSSES: Class Size Loss/100 It Length Peak GPM TOTAL LOSS REG.FILTER) Service Line Cu 2" 0.07 26 7 0.0 Service Line Cu 2" 0.07 26 7 0.0 QUICK COUPLING VALVE SIGNATURE CONTROL SYSTEM,NELSON APPROX.LOCATION SHOWN,FIELD VERIFY E/LI-2.4 Water Meter 1" 7 0.4 Water Meter 1" - - 7 0.4 Oe MODEL 7645B(1"ACME THD,PURPLE Backflow Device - 1-1/4" - - 7 13.0 Backflow Device - 1-1/4" - - 7 13.0 LOCKING COVER) Y-Strainer/Press Reg - 1-1/4" - 7 2.0 Y-Strainer!Press Reg - 1-1/4" - 7 2.0 Master Valve 1-il2" 7 0.0 Master Valve 1-1/2" 7 0.0 SUBSURFACE INLINE DRIP EMITTER NETAFIM TLRW-06-18(RECYCLED WATER) 0.6 GPH/18"EMITTER SPACING.DRIPLINE E&F/ Flow Sensor 1-1/2" 7 0.1 Flow Sensor 1-1/2" 7 0.1 TUBING LATERALS SPACED AT 18"APART,WITH LI-2.5 Pressure Supply Line SCH 40 1-1/2" 0.16 1950 7 3.1 Pressure Supply Line SCH 40 1-1/2" 0.16 1320 7 2.1 EMITTERS OFFSET FOR TRIANGULAR Remote Control Valve 1" 7 2.7 Remote Control Valve 1" 7 2.7 PATTERN,WITH NETAFIM FITTINGS Ball Valve(Mainline) 2" 7 0.2 1 Ball Valve(Mainline) 2" 7 0.5 DRIP AIR/VACUUM RELIEF VALVE NETAFM TLAVRV INSTALL AT HIGHEST POINT OF DRIP ZONE A/LI-2.6 Ball Valve(Mainline) 1-1/2" 7 0.2 Ball Valve(Manifold) 1" 7 0'1 Ball Valve(Manifold) 1" 7 0.1 DRIP FLUSH VALVE(MANUAL OPERATION) SPEARS UTILITY PVC BALL VALVE FLUSH INSTALL AT LOCATIONS NOTED B/LI-2.6 ASSEMBLY Lateral Lines sch40 varies - 0.5 IRRIGATION MAINLINE: PURPLE PVC SCH 40=1-1/2"SIZE AND 18",24"OR 36"DEPTH OF COVER PER B&C/ Lateral Lines sch40 varies 2.3 Fittings sch40 varies 0.5 /2• (SIZE AS NOTED ON PLAN) SMALLER WITH SCH 40 FITTINGS TRENCHING DETAILS,36"TRENCH DEPTH IN LI-2.5 Fittings sch40 varies 1.1 Other 0.0 � MAINLINE IN PAVING/JOINT TRENCH WITH ELECTRICAL JOINT TRENCH(REFER TO Other - I 1 0.0 z ELECTRICAL ELECTRICAL PLANS) OPERATION CALCULATIONS MAINLINE IN PAVING/IRRIGATION ONLY TRENCH OPERATION CALCULATIONS TOTAL SYSTEM PRES-SURELOSS.1 21.9 - MAINLINE IN PLANTER TOTAL SYSTEM PRESSURE LOSS: 25.2 PRESSURE REQUIRED AT HEAD: Bubbler 30.0 PRESSURE REQUIRED AT HEAD: Bubbler 30.0 TOTAL PRESSURE REQUIREMENT: 51.9 TOTAL PRESSURE REQUIREMENT: 55.2 RESIDUAL PRESSURE 1 4661 IRRIGATION LATERAL LINE: PURPLE PVC SCH 40 WITH PVC SCH 40 1"SIZE&ABOVE ARE INDICATED ON THE B&C/ RESIDUAL PRESSURE: 43.31 I PRESSURE REGULATION REQUIREMENT 75 1 (SIZE AS NOTED ON PLAN) FITTINGS PLANS.LINE ENDS ARE 3/4"IN SIZE UNLESS LI-2.5 PRESSURE REGULATION REQUIREMENT: 75 Prepared by: BE LATERAL LINE IN PAVING/IRRIGATION OTHERWISE NOTED. Prepared by: BE Reviewed by: XX ONLY TRENCH Reviewed by: XX 1„ LATERAL LINE IN PLANTER Data reference: Data reference: 12/4/2019-at Due Diligence Meeting @ Elsinore Valley Municipal Water District,Timothy Collie(TC) PIPE SLEEVE PURPLE PVC SCH 40 MIN.2"SIZE,TWICE THE DIA.OF PIPE C/LI-2.5 12/4/2019-at Due Diligence Meeting @ Elsinore Valley Municipal Water District,Timothy Collie(TC) PWPZ:1571 22 fl high reservoir.TC recommended basing project pressure calculations on a 2 it high lank SLEEVED. PWPZ:1571 22 ft high reservoir.TC recommended basing project pressure calculations on a 2 It high tank level(low water level)considering system fluctuations. APPROX.LOCATION SHOWN,FIELD VERIFY. level(low water level)considering system fluctuations. INSTALL AS NOTED AND UNDER System Design Operating Pressure:75 psi. PAVING/HARDSCAPE System Design Operating Pressure:75 psi. System Design Flow Rate:7 gpm. WIRE CONDUIT GREY PVC SCH 40 MIN.1"SIZE,TWICE THE DIA.OF WIRE BUNDLE C/LI-2.5 System Design Flow Rate:7 gpm. SLEEVED. NO SYMBOL APPROX.LOCATION SHOWN,FIELD VERIFY. INSTALL AS NOTED AND UNDER PAVING/HARDSCAPE NO SYMBOL WIRE CONNECTOR 3M SCOTCHCAST 3570-G N BELOW GRADE WIRE SPLICES. A/LI-2.5 NO SYMBOL TWO-WIRE CABLE PAIGE P7354D,OR APPROVED EQUAL INSTALL ALL CABLE INSIDE CONDUIT(1"MIN. C I LI-2.6 DIA.) TWO-WIRE P.O.C.DECODER(MASTER RAINMASTER GTO50 FOR ALL TWO-WIRE CONTROL EQUIPMENT D&E/ NO SYMBOL VALVE/FLOW SENSOR) LI-2.6 NO SYMBOL TWO-WIRE VALVE DECODER RAINMASTER GTO50 FOR ALL TWO-WIRE CONTROL EQUIPMENT D&E/ LI-2.6 PULL BOX AND VALVE BOX ARMORCAST PRODUCTS 13" 24" 12"PART APPROX.LOCATION SHOWN,FIELD VERIFY. F/LI-2.4 A6001946PCX12(CONCRETE BOX)WITH PART LOW VOLT.=LOCKING LID A6001969-LT(COVER) HIGH VOLT.=BOLTDOWN LID WIRE SPLICE BOX ARMORCAST PRODUCTS 13" 24" 12"PART APPROX.LOCATION SHOWN,FIELD VERIFY. F/LI-2.4 NO SYMBOL A6001946PCX12(CONCRETE BOX)WITH PART A6001969-LT(COVER) LI-2.2 PW Dept. Review: C. Erickson 3-4-21 MARK REVISIONS APPR. DATE THES SHAVEBEENREVIEWEDFORCOMPLIANCEWITHTHE PREPARED BY: SEAL GREEN STREETS PROJECT APPROPRIAT DITIONSOFDEVELOPMENTAND/OR CITY ATE LAWS CITY OF LAKE ELSNORE SHEET 35 �pNDSCgpf FOR AND HAVE BEEN FO CCEPTABLE °Yct 1"c '9� SPRING STREET 10/16/2020 SCALE. NO SCALE BENCH MARK: LANDSCAPE OF SHEETS E10.9 30 21 ri REMON HABIB o.83156 D DATE p IRRIGATION SCHEDULELFILIENo. CITY EF LAKE ELSINORE 4Jf OF CAOF�Q� DATE: 10/16/2020 019-051 1 1 2 17 1 SHUT-OFF VALVE 2 SHUT-OFF VALVE LID 3 OPEN O o 2 5 1 1 F Q= 6 2 2 9Yz" o uuuuulluullluo 3 4 2 ?m m 7 4 n0 4 I- 3 LL�o 8 I v W 5 5 8 m oZ) 8'-12'AWAY �r � � M 16 16 9 ---; ---- -------J _j� W 4 9 6 z 10 16 maw 7 14 7 � .� �� DOW 5 10 iv "' 6 cD U.z 13 Z Z J 11 C a!z J H LL oft A _ 14 6 FLO w FLOW w w 13 9 U'U) 12 12 10 14 2 11 15 12 2 7 8 15 SIDE VIEW 11 FRONT VIEW LEGEND LEGEND LEGEND OSTRONGBOX STAINLESS STEEL NEMA 3R 12 1"CONDUIT AND SWEEP ELL FOR 110 VAC O BACKFLOW PREVENTER ASSEMBLY 14 COPPER PIPE FROM WATER SOURCE O WATERPROOF WIRE CONNECTOR 11 PURPLED PRESSURE SUPPLY LINE TO RAINPROOF ENCLOSURE(UL LISTED) POWER LINE FLOW METER O2 CONTROLLER ASSEMBLY.ASSEMBLY IN 13 1"CONDUIT AND SWEEP ELL FOR GROUND 4) COPPER ELL 15 CONCRETE FOOTING(4"THICK) O RECYCLED WATER VALVE I.D.TAG. O WIRE (THREAD NYLON TIE THROUGH HOLE IN 12 GRAVEL BASE AND SUMP.(COMPACT ENCLOSURE BY SITEONE GREEN TECH O ENCLOSURE.REFER TO LEGEND 16 WYE-STRAINER TAG) GRAVEL FOR BOX BASE,DO NOT USE O TERMINAL STRIP FOR VALVE WIRES 14 10"ROUND VALVE BOX AROUND GROUND BLOCKS OR BRICKS,FILL GRAVEL TO ROD.FILL WITH 3/4"DIA.CRUSHED ROCK ® BRASS UNION O CONTROL WIRE W/24"COILED EXPANSION BOTTOM OF VALVE. ® LOOP POWER/SWITCH GFCI RECEPTACLE O 15 O %"8'GROUND ROD WITH 6 GROUND ROD O COPPER NIPPLE(3"LONG,TYP.) 13 PVC SCH 80 45 DEGREE ELLS.(2)ELECTRICAL FLEX CONDUIT FOR POWER WIRE AND CLAMP.LOCATE 8'TO 12'AWAY ® VALVE BOX WITH LID,SEE REQUIRED. FROM ENCLOSURE 6 COPPER RISER(LENGTH AS REQUIRED) SPECIFICATIONS © 6"MIN.THICK CONCRETE PAD WITH NOTES: 0 14 PLAN FOR SIZE. PURPLE PRESSURE SUPPLY LINE.SEE ANCHOR BOLTS PER MANUFACTURER 16 6 GROUND WIRE SECURED TO O7 STAINLESS STEEL ADAPTER 5 MASTER VALVE.REFER TO LEGEND ® A. INSTALL BACKFLOW PREVENTION ASSEMBLY BACKBOARD GROUNDING TERMINAL RECOMMENDATIONS PER LOCAL WATER AGENCY REQUIREMENTS. © FINISH GRADE OF MULCH 15 1"PVC SCH 40 GREY CONDUIT WITH PRESSURE SUPPLY.STAINLESS STEEL PIPE SWEEP)FOR MASTER VALVE AND FLOW 7 FINISH GRADE B. INSTALL ENCLOSURE TO SWING FREE AND O 17 FILTER FABRIC(MIRAFI 140N).WRAP 1 SENSOR WIRES,TO CONTROLLER(END OF RAIN SENSOR ENCLOSURE ASSEMBLY O 8"LONG COPPER NIPPLE CLEAR OF BACKFLOW PREVENTION O ® FLOW SENSOR TERMINAL BOARD 10 ASSEMBLY PER EQUIPMENT LEGEND. LAYER AROUND BOX,COVERING HOLES GRAVEL S SWEEPS O P)MIN.4"PAST TOP OF BLACK ADHESIVE BACKED PVC TAPE C. USE TEFLON TAPE ON ALL THREADED NOTES: CONNECTIONS. ® BACKFILL MATERIAL O 1"CONDUIT AND SWEEP ELL WITH FLOW 11 1CU FT MIN.CONCRETE THRUST BLOCK D. PROVIDE A MINIMUM 2 WRAPS OF BLACK SENSOR CABLE O FOR 2"ASSEMBLIES ONLY.(NOT REQUIRED ADHESIVE BACKED PVC TAPE,WITH Y4" O PVC SCH 80 SINGLE UNION,MIPT X FIPT NOTE: A. REFER TO CONTROLLER MANUFACTURER'S MODEL 10 3"CONDUIT AND SWEEP ELL FOR LEAD SPECIFICATIONS FOR REQUIREMENTS. ON ASSEMBLIES SMALLER THAN 2") OVERLAP,TO ALL METAL PIPE AND FITTINGS WIRES B. REFER TO IRRIGATION LEGEND CALL OUT FOR EXPOSED TO CONCRETE. 10 PVC SCH 80 MALE ADAPTER,2 REQUIRED. A. USE TEFLON TAPE ON ALL THREADED INCLUDED OPTIONS.SUGGESTED CONDUIT 12 COMPACTED SUBGRADE E. WHERE ADJACENT TO SLOPE,PROVIDE CONNECTIONS. 11 1"CONDUIT AND SWEEP ELL FOR MASTER SIZES MAY NEED TO BE LARGER. STACKED NATIVE ROCK WALL AT UPHILL VALVE WIRES C. INSTALL CHRISTY'S ID4100 RECYCLED WATER 13 SEE TRENCH DETAILS FOR DEPTH SIDE FOR SOIL EROSION CONTROL. WARNING DECAL ON FACE OF CONTROLLER. A AUTOMATIC CONTROLLER ASSEMBLY CA B BACKFLOW PREVENTER C MASTER VALVE SECTION SCALE: N.T.S. SECTION SCALE: N.T.S. SECTION (RECYCLED WATER) SCALE: N.T.S. LI-2.3 PW Dept. Review: C. Erickson 3-4-21 MARK REVISIONS APPR. DATE THES SHAVEBEENREVIEWEDFORCOMPLIANCEWITHTHE PREPARED BY: SEAL GREEN STREETS PROJECT APPROPRIAT DITIONSOF DEVELOPMENT AND/OR CITY A ATE LAWS CITY OF LAKE ELSNORE SHEET 36 �00SCAPf FOR AND HAVE BEEN FO CCEPTABLE SPRING STREET 10/16/2020 2 SCALE. NO SCALE BENCH MARK: LANDSCAPE OF S EETS Ex1.9 30 21 ri REMON HABIB, o.83156 DATE p IRRIGATION DETAILS [77�CITM�OFEN LAKE ELSINORE 4Jf OF CAOF DATE: 10/16/2020 9-051 4 �� �¢= 1 =0= 6 of Q U > U U D 1 >�_� 5 D 1 z c=n=g 3 b 2 U)_2 7 7 D)LL J LL 4 m D)LL '2 �LL� 6 2 �M LL�� 3 LL�O H W a� 10 z 3 7 mow= 5 4 9 r a w 8 W.0 0 6 12 5 1 10 9 10 2:z 7 13 - 12 W< I-LLU w a _ 11 13 \\39 14 11 PSTREAM LENGTH T LEGEND BE 10 TIMES THE LEGEND DIAMETER OF THE FLOW LEGEND O LOOP MANIFOLD WIRE W/24"COILED EXPANSION 10 PURPLE MAN FOLD PRESSURE SUPPLY LINE FROM SENSOR COVER MIN. OCONTROL WIRE WITH 24"COILED ® FLOW SENSOR.REFER TO LEGEND O VALVE BOX WITH LID,SEE ® PVC SCH 80,45 DEGREE ELLS.(4) O WATERPROOF WIRE CONNECTOR 11 GRAVEL BASE AND SUMP.(COMPACT EXPANSION LOOP SPECIFICATIONS REQUIRED GRAVEL FOR BOX BASE,DO NOT USE O RECYCLED WATER VALVE I.D.TAG.(THREAD BLOCKS OR BRICKS,FILL GRAVEL TO O PVC SCH 80,45 DEGREE ELLS.(2)REQ'D O WATERPROOF WIRE CONNECTOR O2 ISOLATION BALL VALVE.REFER TO O GRAVEL BASE AND SUMP.(COMPACT NYLON TIE THROUGH HOLE IN TAG) BOTTOM OF VALVE 1 Q SEE TRENCHING DETAILS AND LEGEND GRAVEL FOR BOX BASE,DO NOT USE OVALVE BOX WITH LID,SEE SPECIFICATIONS FOR PRESSURE SUPPLY BLOCKS OR BRICKS,FILL GRAVEL TO ® VALVE BOX WITH LID,SEE SPECIFICATIONS 12 PVC SCH 80 SINGLE UNION,MIPT X FIPT SPECIFICATIONS LINE DEPTH OF COVER. O FINISH GRADE OF MULCH MODEL BOTTOM OF VALVE) 4 O5 CONTROL VALVE PER LEGEND,SEE PLAN 11 GRAVEL BASE AND SUMP(COMPACT ® BACKFILL MATERIAL 1 Q RECYCLED WATER VALVE I.D.TAG. FOR SIZE 13 PURPLE NON-PRESSURE LATERAL LINE,SEE FINISH GRADE OF MULCH GRAVEL FOR BOX BASE,DO NOT USE (THREAD NYLON TIE THROUGH HOLE IN PLAN FOR SIZE O5 FILTER FABRIC(MIRAFI 140N).WRAP 1 BLOCKS OR BRICKS,FILL GRAVEL TO 5 PVC SCH 80 MALE ADAPTER,MIPT X SLIP, TAG © FINISH GRADE OF MULCH LAYER AROUND BOX,COVERING HOLES O LINE/VALVE SIZE ) 14 1"PVC SCH 40 GREY CONDUIT(WITH BOTTOM OF SENSOR O FILTER FABRIC(MIRAFI 140N).WRAP 1 SWEEP) © BACKFILL MATERIAL 12 PURPLE PRESSURE SUPPLY LINE FROM © FILTER FABRIC(MIRAFI 140N).WRAP 1 LAYER AROUND BOX,COVERING HOLES MASTER VALVE.SIZE AS NOTED ABOVE LAYER AROUND BOX,COVERING HOLES NOTE: O RECYCLED WATER VALVE I.D.TAG. ® BACKFILL MATERIAL NOTE: (THREAD NYLON TIE THROUGH HOLE IN 13 1"PVC SCH 40 GREY CONDUIT(WITH O PURPLE PRESSURE SUPPLY.LENGTH AS A. USE TEFLON TAPE ON ALL THREADED TAG) SWEEP)FOR FLOW SENSOR WIRES,TO REQUIRED.REFER TO LEGEND FOR CLASS CONNECTIONS. O PVC SCH 80 MALE ADAPTER,2 REQUIRED. A. USE TEFLON TAPE ON ALL THREADED CONTROLLER.END OF SWEEP MIN.4" CONNECTIONS. A FLOW SENSOR ABOVE TOP OF GRAVEL SUMP. B ISOLATION BALL VALVE C REMOTE CONTROL VALVE SECTION (RECYCLED WATER) SCALE: N.T.S. SECTION (RECYCLED WATER) SCALE: N.T.S. SECTION (RECYCLED WATER) SCALE: N.T.S. o NOTE: 1 ~az: 4 Via= `f)c=i D A. USE TEof FLON TAPE c7 1 0 3 LL ON ALL THREADED 2 5 D _ LL CONNECTIONS. LL 2 0 2 _j 2 00 0 4 O 1 2 3 4 LL LL LL 9 = //Y N 3 6 z LL0 N 5 12 5 6 a W 14 �,,,- ..».. 8 1 o 9 - 11 7 Of o a„ 6 9 15 e aCn - - 10 H a 7 r � 12 r � 11 10 9 w 8 8 LEGEND � 16 LEGEND OVALVE BOX WITH LID,SEE SPECIFICATIONS O BRASS 90 DEGREE ELL,WRAP WITH PVC ORECYCLED WATER VALVE I.D.TAG.(THREAD 10 1"BALL VALVE TAPE. NYLON TIE THROUGH HOLE IN TAG) O QUICK COUPLING VALVE.REFER TO LEGEND 11 GRAVEL BASE AND SUMP.(COMPACT LEGEND. 1 Q CONCRETE THRUST BLOCK. O JUMBO VALVE BOX WITH LID,SEE GRAVEL FOR BOX BASE,DO NOT USE 1 CU.FT MINIMUM O LOW VOLTAGE CONTROL WIRE COIL,24" O7 1 CU.FT MIN.3/4"GRAVEL SUMP SPECIFICATIONS BLOCKS OR BRICKS,FILL GRAVEL TO O FINISH GRADE OF MULCH 11 BRASS COUPLING WITH PVC SCH 80 MALE MINIMUM BOTTOM OF VALVE. O ADAPTER.SLIP X MIPT ® PVC SCH 40 ELECT.CONDUIT/SWEEP, O DRIP CONTROL VALVE PER LEGEND,SEE ® BACKFILL MATERIAL O PVC/ELECT.TAPE,WRAP WIRE BUNDLE WHERE REQUIRED PLAN FOR SIZE 12 PVC SCH 80 MALE ADAPTER,2 REQUIRED. 12 O RECYCLED WATER VALVE I.D.TAG.(THREAD THREADED BRASS NIPPLE.LENGTH ASO® REQUIRED,WRAP WITH PVC TAPE O VALVE BOX WITH LID,SEE SPECIFICATIONS O SEAL VOID SPACE AT CONDUIT ENDS WITH FINISH GRADE OF MULCH 13 PRESSURE REGULATING(40 PSI), NYLON TIE THROUGH HOLE IN TAG) AEROSOL FOAM SEALANT QUICK-CHECK BASKET FILTER,OR ® FINISH GRADE OF MULCH O FILTER FABRIC(MIRAFI 140N).WRAP 1 APPROVED EQUAL © THREADED BRASS PIPE RISER.LENGTH AS LAYER AROUND BOX,COVERING HOLES REQUIRED,WRAP WITH PVC TAPE O UNDISTURBED SOIL/COMPACTED SOIL 14 PVC SCH 80 SINGLE UNION,MIPT X FIPT © BACKFILL MATERIAL MODEL O FILTER FABRIC(MIRAFI 140N,OR © LANDSCAPE FILTER FABRIC(MIRAFI 140N, APPROVED EQUAL).WRAP 1 LAYER AROUND NOTES: OR APPROVED EQUAL),WRAP UP AND OWATERPROOF WIRE CONNECTOR 15 PURPLE NON-PRESSURE LATERAL LINE,SEE BOX,COVERING HOLES COVER BOX HOLES PLAN FOR SIZE A. USE TEFLON TAPE ON ALL THREADED ® COONPTROL WIRE W/24"COILED EXPANSION 16 1"PVC SCH 40 GREY CONDUIT(WITH ® GRAVEL BASE AND SUMP.(COMPACT CONNECTIONS O SWEEP) GRAVEL FOR BOX BASE,DO NOT USE B. PROVIDE TWO(2)WRAPS(WITH 1/4" O PURPLE PRESSURE SUPPLY LINE FROM BLOCKS OR BRICKS,FILL GRAVEL TO OVERLAP)BLACK PVC ADHESIVE TO ALL F CONTROL WIRE PULL BOX MANIFOLD BOTTOM OF VALVE BRASS EXPOSED TO CEMENT. SECTION SCALE: N.T.S. D DRIP REMOTE CONTROL VALVE ASSEMBLY E QUICK COUPLING VALVE (RECYCLED WATER) SECTION (RECYCLED WATER) SCALE: N.T.S. SECTION (RECYCLED WATER) SCALE: N.T.S. LI-2.4 PW�-. eview: C. Erickson 3-4-21 MARK REVISIONS APPR. DATE TH ANSHAVEBEENREVIEWEDFORCOMPLIANCEWITHTHE PREPARED BY: SEAL GREEN STREETS PROJECT APPROPRI ONDITIONSOFDEVELOPMENTAND/ORCITYAND ELAWS CITY OF LAKE ELSNORE SHEET 37 �pNDSCgpf FOR AND HAVE BEEN F ACCEPTABLE SPRING STREET 10/16/2020 2 SCALE. NO SCALE BENCH MARK: LANDSCAPE OF SHEETS Exp.9 30 21 ri REMON HABIB,R o.83156 DATE p IRRIGATION DETAILS rNo. CITY ENO LAKE ELSINORE 4-e OF CAOF�Q� DATE: 10/16/2020 019-051 1 (V J W LEGEND 1 LEGEND INSTALLATION STEPS z Z)� J \�/ / / / / /j�/j 1O FINISH GRADE a a a 2 O HARDSCAPE MATERIAL r ' O THOROUGHLY CLEAN AND DRY THE a w ¢ // / / /�// // // 2 O a a a a \ \ \ \ SURFACE OF THE SUBSTRATE TO WHICH w a a \\ \\ \\ \ \ \ \ O2 BACKFILL MATERIAL.FREE FROM ALL F U)C0 0 O OF \//\//\//\//\// 3 20 BASE MATERIAL THE MATERIAL IS DESIRED TO BOND. 0000 O O //\//\/ 3 ROCK AND DEBRIS GREATER THAN ONE ¢ v w F 0 0 - aw \/\/ /\/\/\/\/ \ \ \ \ \ � c Q o g \//\\// //\\�\ \ \ 4 INCH w j w J BACKFILL MATERIAL.FREE FROM ALL ROCK FIGURE 1 2 REMOVE GUARD BAG,USING CAUTION NOT ¢a_, : - \/ \/ \ \ \ F 0 p¢g \\/\\/\�/\�/\/ AND DEBRIS GREATER THAN ONE INCH O TO DAMAGE INNER BAG. w p N m \/\\ \/ /\\/\\ \\ \ O PURPLE NON-PRESSURE LATERAL LINE ¢O w(7 m w O \//\//\//\//\/ 5 SIZE. a N w \// //\/\// 5 FOR RISERS OUTLET PVC PIPE,AND a❑ �w \\/�\/��/��/\� ¢ \ \ \ \ w a ¢ ui \//\//\// / 4 PURPLE NON-PRESSURE LATERAL LINE IN GRIP BOTH EDGES OF BAG AT THE CENTER J cn�? POP-UPS 6"OR LESS.SEE LEGEND FOR J 0 N J CLASS,REFER TO PLAN FOR SIZE ¢a O;' LL w a \\/�\/�\/ /\/ 6 PURPLE PVC SCH 40 SLEEVE MINIMUM. BARRIER(FIGURE 1)AND WRINKLE AND ¢w O JZ 6 m O w w 'D(na \\// / TWICE THE DIAMETER OF THE LINE FLEX THE BAG ACROSS THE BARRIER.THIS 2 a a=a a 4 PURPLE NON-PRESSURE LATERAL LINE O w m" \ // / // // RUNNING THROUGH.ALL PURPLE LATERAL WILL WEAKEN THE BARRIER. LL a j - O FOR 12"POP-UP HEADS.SEE LEGEND FOR LL a $ LINES SHALL BE AT THE SAME DEPTH ® SQUEEZE THE CLEAR SIDE OF THE RESIN, o a Z $ CLASS,REFER TO PLAN FOR SIZE o Z UNDER HARDSCAPE FIGURE 2 FORCING THE RESIN THROUGH THE a J C4 0 J CENTER BARRIER. 9 O5 3"DETECTABLE MARKING TAPE. 9 O5 3"DETECTABLE MARKING TAPE. OMIX THOROUGHLY TO A UNIFORM COLOR BY 4"MINIMUM FROM © NATIVE BACKFILL MATERIAL.FREE FROM © BACKFILL SOIL FREE FROM ALL ROCK AND SQUEEZING CONTENTS BACK AND FORTH SIDES OF TRENCH ALL ROCK AND DEBRIS GREATER THAN DEBRIS GREATER THAN ONE-HALF INCH 25-30 TIMES. ONE HALF INCH.6"ABOVE AND 6"BELOW 4"MINIMUM FROM SIZE.6"ABOVE AND 6"BELOW PURPLE PURPLE PRESSURE SUPPLY LINE SIDES OF TRENCH PRESSURE SUPPLY LINE FIGURE 3 © SQUEEZE RESIN TO ONE END OF BAG AND 4"MINIMUM CUT OFF OTHER END.(FIGURE 2) - O 12 TRACER WIRE,TAPED TO TOP OF MAINLINE EVERY 10 FEET BETWEEN PIPE O 12 TRACER WIRE,TAPED TO TOP OF O7 SLOWLY INSERT CONNECTION INTO 6"MINIMUM BETWEEN 2"MINIMUM BETWEEN PIPE 6"MINIMUM AND CONTROL MAINLINE EVERY 10 FEET SEALING PACK UNTIL IT FITS SNUGLY ALL PIPES ND CONTROL WIRE CONDUIT ® PURLPLE PRESSURE SUPPLY LINE.SEE BETWEEN ALL PIPES WIRE CONDUIT ® PURPLE PRESSURE SUPPLY LINE IN AGAINST THE OPPOSITE END.(FIGURE 3) LEGEND FOR CLASS,REFER TO PLAN FOR PURPLE PVC SCH 40 SLEEVE TWICE THE SIZE DIAMETER OF THE LINE RUNNING THROUGH ® WRAP OPEN END OF BAG WITH SCOTCH O CONTROL WIRES IN CONDUIT,2"AWAY O SCH 40 PVC ELECTRICAL CONDUIT FOR ALL FIGURE 4 SUPER 33 VINYL ELECTRICAL TAPE AND FROM AND BESIDE PURPLE PRESSURE IRRIGATION WIRES.SEE LEGEND FOR POSITION THE TAPED END UP UNTIL RESIN GELS(8-12 MIN. 73 F).(FIGURE 4) SUPPLY LINE CLASS,REFER TO SPECIFICATIONS FOR CROSSING POTABLE/RECYCLED NOTES: CROSSING POTABLE/RECYCLED NOTES: SIZES NOTE: A. PROVIDE MINIMUM OF 12 INCHES OF VERTICAL SEPARATION BETWEEN POTABLE,RECYCLED WATER PRESSURE A. PROVIDE MINIMUM OF 12 INCHES OF VERTICAL SEPARATION BETWEEN POTABLE,RECYCLED WATER PRESSURE SUPPLY AND SEWER LINES. SUPPLY AND SEWER LINES. LING PACK 3570G-N SHOULD REMAIN SEALED IN THE GUARD BAG B. MAINTAIN A MINIMUM OF 10 FOOT HORIZONTAL SEPARATION BETWEEN POTABLE WATER SUPPLY AND RECYCLED B. MAINTAIN A MINIMUM OF 10 FOOT HORIZONTAL SEPARATION BETWEEN POTABLE WATER SUPPLY AND RECYCLED A. THE 3M SCOTCHCAST CONNECTOR SEA WATER SUPPLY LINES OR SEWER LINES.INSTALL SEWER LINE BELOW RECYCLED WATER SUPPLY LINES AND WATER SUPPLY LINES OR SEWER LINES.INSTALL SEWER LINE BELOW RECYCLED WATER SUPPLY LINES AND (WHILE ALUMINIZED BAG)UNTIL READY SEALING TO USE.IN COLD WEATHER,WARM CLOSED MIXING POUCH TO FOR WARMER PRIOR MIXING.KEEP IN WARM AREA,SUCH TRUCK CAB OR INSIDE POCKET,UNTIL RECYCLED WATER SUPPLY LINES BELOW POTABLE WATER LINES. RECYCLED WATER SUPPLY LINES BELOW POTABLE WATER LINES. 50 READY USE.PER MANUFACTURER'S INSTRUCTIONS. C. WHERE POTABLE WATER SUPPLY LINES AND RECYCLED WATER SUPPLY LINES CROSS,THE RECYCLED LINE SHALL C. WHERE POTABLE WATER SUPPLY LINES AND RECYCLED WATER SUPPLY LINES CROSS,THE RECYCLED LINE SHALL BE INSTALLED WITHIN A PROTECTIVE SLEEVE.SLEEVE SHALL BE EXTEND 10 FEET FROM EACH SIDE,FROM THE BE INSTALLED WITHIN A PROTECTIVE SLEEVE.SLEEVE SHALL BE EXTEND 10 FEET FROM EACH SIDE,FROM THE CENTER LINE OF POTABLE LINE FOR A TOTAL OF 20 FEET. CENTER LINE OF POTABLE LINE FOR A TOTAL OF 20 FEET. A WIRE CONNECTOR B TRENCH IN LANDSCAPE C TRENCH IN HARDSCAPE ISOMETRIC (RECYCLED WATER) SCALE: N.T.S. SECTION (RECYCLED WATER) SCALE: N.T.S. SECTION (RECYCLED WATER) SCALE: N.T.S. 1 it LEGEND � � 2 O PLANT MATERIAL PER PLANTING PLAN. 4 'v is 7 4) FINISH GRADE —~ D RECYCLED WATER EMITTER 5 -(4J DRIPPERLINE.SEE LEGEND. 6 2 i 8 ® AMENDED BACKFILL. 7 - +� 9 O 9"LONG VINYL COATED TUBING 6 hI 6 STAPLE.SALCO DTS OR EQUAL.1 PER 4 FT.AND PUSHED INTO GROUND. LEGEND 5 SIDE SECTION 10 © EXISTING SUBGRADE. 11 7 PVC SCH 40 ELL,LINE SIZE SLIP X " y 10 DRIP END FLUSH VALVE 4 AA 3 1 O Y2 FIPT. 18" 8 O PERIMETER TUBING 6"FROM EDGE OF 2 ® Y2"BARBED MALE ADAPTER. HARDSCAPE.CENTER TUBING IN LONG LEGEND NOTE: LINEAR PLANTING AREAS. ;.;:`•; - ;'_,<y;;:;>;;r;:<<;;:;t: c;:.`:;;v;: 3 O9 6"LONG,Y2"FLEXIBLE VINYL NIPPLE A. POSITION UNITS SPACED EVENLY AROUND 3 AIR VACUUM RELIEF VALVE(PLUMBED TO GPH GFN-050-600 FROM LATERAL 1 TREE PER PLANTING DETAILS O PVC PIPE AT HIGH POINT). NOTES: ( ) O PLANTING PIT.NOT TO EXCEED 12"FROM DEPTH. � 4 a " O2 MULCH MATERIAL PER PLANTING PLANS EDGE OF ROOTBALL �� ® REMOTE CONTROL VALVE WITH BALL VALVE, A. THIS DETAIL IS INTENDED TO INDICATE �_ 5 10 PURPLE LATERAL LINE.REFER TO PLAN DRIP FILTER&PRESET PRESSURE GENERAL COMPONENTS AND LAYOUT. ? FOR SIZE. O TREE ROOTBALL AND PLANTING BACKFILL REGULATOR. DRIPLINES ARE TO OCCUR ON EACH SIDE OF ® TOP OF GRATE FLUSH WITH FINISH GRADE O PURPLE PVC SCH 40 NON-PRESSURE SUPPLY LINE MANIFOLD AS IF MIRRORED. It co 6 11 EXHAUST HEADER WITH LINE SIZE SLIP B. DRIP SYSTEM SHOWN ON PLAN CANNOT in TEE. O SUPPLY LINE MANIFOLD INDICATE ALL FORESEEN OR UNFORESEEN PRE-ASSEMBLED DEEP WATERING TUBE. OBSTACLES(BOULDERS,FIXTURES,ETC.). FRONT SECTION REFER TO LEGEND FOR MODEL NUMBER © 18"SPACING PROVIDE NECESSARY FITTINGS,TUBING, NOTE: © 3/4"ROCK GRAVEL INSTALLED AROUND O RECYCLED WATER DRIPLINE(STRICTLY AND PIPING AS REQUIRED TO PROVIDE OUTSIDE OF DEEP ROOT TUBE PARALLEL AT ALL TIMES).TRIANGULATE COMPLETE WATER COVERAGE FOR A. USE TEFLON TAPE ON ALL THREADED EMISSION POINTS BETWEEN ADJACENT LANDSCAPE PLANTINGS. CONNECTIONS. O7 EXISTING SUB-GRADE DRIPLINES C. USE TEFLON TAPE ON ALL THREADED CONNECTIONS. ® PURPLE PVC LATERAL LINE.SEE PLANS FOR SIZE AND CLASS ® BARBED TEE/ELL(AS REQUIRED) F SUBSURFACE DRIPPERLINE O AREA PERIMETER SECTION (RECYCLED WATER) SCALE: N.T.S. D DEEP ROOT TREE E DRIPLINE TUBING SPACING & LAYOUT SECTION (RECYCLED WATER) SCALE: N.T.S. PLAN (RECYCLED WATER) SCALE: N.T.S. LI-2.5 PW Dept. Review: C. Erickson 3-4-21 MARK REVISIONS APPR. DATE T LANSHAVEBEENREVIEWEDFORCOMPLIANCEWITHTHE PREPARED BY: SEAL GREEN STREETS PROJECT CITY OF LAKE ELSNORE SHEET 3$ APPROPR CONDITIONS OF DEVELOPMENT AND/OR CITY ATE LAWS `pNDSCgpf FOR AND HAVE BEEN D ACCEPTABLE � I"c '9� SPRING STREET 10/16/2020 2 SCALE. NO SCALE BENCH MARK: LANDSCAPE OF SHEETS E,P.9 30 21 ri REMON HABI No.83156 TE DATE � p IRRIGATION DETAILS FILE No. CITY OF LAKE ELSINORE 4Jf OF CA\F DATE: 10/16/2020 019-051 FLUSH WITH FINISH FLUSH WITH FINISH GRADE OF MULCH GRADE OF MULCH 2 4 2 Q CONTROLLER x x a N z W g W o p MASTER VALVE LL 5 ° 5 110 VAC 1n U POWER w 12 6 W IL a W 7 W 6 � N 8 7 11 11 8 9 WIRE PATH 1 SPLIT 10 9 AT CONTROLLER 10 WIRE PATH 2 SPLIT LEGEND LEGEND AT CONTROLLER O O VALVE BOX WITH LID,SEE SPECIFICATIONS O FILTER FABRIC(MIRAFI 140N)WRAP 1 LAYER 1O 18"MINIMUM LENGTH OF Y2"RUBBER HOSE. PVC SCH 40,45 DEGREE ELL AROUND BOX,COVERING HOLES O VALVE BOX WITH LID,SEE SPECIFICATIONS 1 Q GRAVEL BASE AND SUMP.(COMPACT O AIR VACUUM RELIEF VALVE GRAVEL FOR BOX BASE,DO NOT USE 10 3 REBAR-12"MIN.LONG O FINISH GRADE OF MULCH BLOCKS OR BRICKS,FILL GRAVEL TO NOTES: O FINISH GRADE OF MULCH 11 PURPLE PVC SCH 40 LATERAL LINE® BOTTOM OF VALVE BACKFILL MATERIAL O ® BACKFILL MATERIAL A. ALL WIRE CONNECTIONS SHALL BE MADE 11 TERMINAL END OF PURPLE NON-PRESSURE WITH APPROVED CONNECTORS(3M 12 RECYCLED WATER VALVE I.D.TAG(SAME O O FILTER FABRIC(MIRAFI 140N).WRAP 1 LATERAL LINE,Y2"SIZE PLASTIC STRAP/TIE VALVE NUMBER AS REMOTE CONTROL VALVE SCOTCH LOCK 3570G-N,OR APPROVED COVERING HOLES, EQUAL I.D.TAG).(THREAD NYLON TIE THROUGH LAYER AROUND BOX ). O6 PVC SCH 80 THREADED RISER W/ADAPTER HOLE IN TAG) O 3 12 RECYCLED WATER VALVE I.D.TAG(SAME B. MAKE ALL WIRE SPLICES IN VALVE BOXES. 6 PVC SCH 40,/q"MIPT X/2"BARB HOSE VALVE NUMBER AS REMOTE CONTROL C. LEAVE A MINIMUM OF 12"EXTRA WIRE AT (LENGTH AS REQUIRED) ADAPTER VALVE I.D.TAG).(THREAD NYLON TIE ALL SPLICE POINTS. O PVC SCH 40 ELL(ST) NOTES: 0 3 THROUGH HOLE IN TAG) D. MAXIMUM DISTANCE FROM DECODER TO PVC SCH 40,/q FIPT X FIPT BALL VALVE 7 VALVE=100 FT. O$ GRAVEL BASE AND SUMP.(COMPACT GRAVEL A. INSTALL VALVE AT HIGHEST ELEVATION OF NOTE: E. REFER TO CONTROLLER MANUFACTURER FOR BOX BASE,DO NOT USE BLOCKS OR SYSTEM. $ PVC SCH 40,3/a"THREADED NIPPLE FOR SPECIFIC DIRECTIONS. BRICKS,FILL GRAVEL TO BOTTOM OF VALVE B. USE TEFLON TAPE ON ALL THREADED A. USE TEFLON TAPE ON ALL THREADED CONNECTIONS. CONNECTIONS. A AIR / VACUUM RELIEF VALVE B DRIP FLUSH VALVE MANUAL OP. C TWO-WIRE PATH DIAGRAM SECTION (RECYCLED WATER) SCALE: N.T.S. SECTION (RECYCLED WATER) SCALE: N.T.S. ISOMETRIC (RECYCLED WATER) SCALE: N.T.S. FINISH GRADE Z 1 1 5 8 NOTE: 1 5 2 2 xxxxx A. WIRE COIL 4 9 FEETLENGTH. 3 me -law 3 xxxxx 4 xxxxx 10 6 4 7 5 11 6 7 12 LEGEND NOTE: OVALVE BOX WITH LID,SEE A. REFER TO MANUFACTURER'S SPECIFICATIONS SPECIFICATIONS FOR GROUND ROD 13 INSTALLATION. GROUND WIRE LEGEND 14 O CONNECTED DTO GROUND ROD USING BRASS CLAMP OBLUE WIRES TO TWO WIRE COMUNICATION ® SURGE ARRESTOR(AS REQUIRED) O SURGE ARRESTOR PATH VALVE BOX WITH LID,SEE SPECIFICATIONS O 5I 0G-N,OR APPROVED EQUAL RE CONNECTORS.3M H LOCK TWO WIRE PATH 4) OTWO WIRE COMMUNICATION PATH.REFER 10 EXPANSION COILS O FINISH GRADE TO NOTES BELOW FOR WIRE LENGTH 11 SOLENOID © 5/8-INCH X 10 FT.COPPER CLAD ® 6AWG SOLID GROUND WIRE CONNECTED GROUNDING ROD OR GROUNDING PLATE. TO GROUND ROD USING BRASS CLAMP 12 ELECTRIC VALVE AS REQUIRED INSTALL RODS IN SOIL IN A TRIANGULAR PATTERN SPACED A MINIMUM OF 16 FT. ODECODER-INSTALL SECURELY TO UPPER 13 GRAVEL APART FROM EACH OTHER.GROUNDING SECTION OF SIDE OF VALVE BOX WITH GRID TO HAVE A RESISTANCE OF TEN(10) STAINLESS STEEL SCREW 14 FILTER FABRIC(MIRAFI 140N,OR OHMS OR LESS © EXTENSION(LENGTH AS REQUIRED) APPROVED EQUAL).WRAP 1 LAYER AROUND O7 FILTER FABRIC(MIRAFI 140N,OR BOX COVERING HOLES APPROVED EQUAL).WRAP 1 LAYER O GROUND WIRE TO CONNECT TO AROUND BOX COVERING HOLES GROUNDING ROD D RCV WITH DECODER AND SURGE PROTECTOR E SURGE PROTECTOR AND GROUNDING ROD SECTION (RECYCLED WATER) SCALE: N.T.S. SECTION (RECYCLED WATER) SCALE: N.T.S. LI-2.6 PW Dept. Review: C. Erickson 3-9-21 MARK REVISIONS APPR. DATE THES SHAVEBEENREVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT CITY OF LAKE ELSINORE SHEET 39 APPROPRIAT DITIONSOFDEVELOPMENTAND/OR CITY AND ELAWS `pNDSCgpf FOR AND HAVE BEEN FO CCEPTABLE � 1"c '9� SPRING STREET 10/16/2020 2 SCALE. NO SCALE BENCH MARK: LANDSCAPE OF SHEETS REMON HABIB,R E10.9 30 21.83156 D DATE � p IRRIGATION DETAILS FILE No. CITY ENGILAKE ELSINORE 4Jf OF CAOF�Q� DATE: 10/16/2020 019-051 15 PIS CHI • 1 GAL , 1 ' �O� / / 1 i � �� L-------- - R.O.W. --� / W A W ABA AB A W A W 1� N. SPRING STREET d M M M M M M M�m W M M � / 1 R.O.W. 10, 10, 10, 1 13 PIS CHI • 1 15 GAL r 1 T � 1 -- ----------- ------------__—__—__—__----- R.O.W. ---- --- ----------- - - --� 1 ... T T-- • / T — — r • [EW cc c c cN W ABAN W A N W ABAN W ABAN W ABAN V�ABAN�W ABAN z- N ABAN W ABAN W ABAN W ABAN W AB N AN W BAN ;1 1 O cn Q N. SPRING STREET M W�M x M M M_, M M m m M M M M d Cl)1 Lu M / M M /1 M �lW M �M M M �� M M M M M W X / � \ / A / � 7' � W 9 Lu -W --- ��- / ---- ---- - -- -- - • -- -'--- - -�Cn I -- R.O.W. -- i C7--- - -- -- W 1 1 (/� 10, 10, 10, co 1 1 ro KEY NOTES MINIMUM TREE SEPARATION DISTANCE KEY MAP kSHEET NOTES OEXISTING TREE TO REMAIN AND BE PROTECTED,TYPICAL TRAFFIC SIGNALS/STOP SIGNS 20 FEET 1. SEE SHEET LP-2.1 FOR PLANTING NOTES UNDERGROUND UTILITY LINES 5 FEET w = 2. SEE SHEET LP-2.2 FOR FULL PLANTING LEGEND AND MATERIALS O CONCRETE PAVING BY CIVIL ENGINEER PLANS,TYPICAL SEWER LINES 10 FEET Z AND FINISH SCHEDULE ABOVE GROUND UTILITY STRUCTURES 10 FEET Lu 3. SEE SHEET LP-2.3&LP-2.4 FOR PLANTING DETAILS O LIGHTING PER ELECTRICAL PLANS,TYPICAL DRIVEWAYS 10 FEET -1= 4. SEE SHEETS LI-1.1 THROUGH LI-1.08 FOR IRRIGATION PLANS INTERSECTIONS 25 FEET Q 5. SEE SHEETS LI-2.1 THROUGH LI-2.5 FOR IRRIGATION NOTES, = LEGEND,AND DETAILS O UTILITY PER CIVIL ENGINEER PLANS,TYPICAL < O OBIKE ROUTE STRIPING BY CIVIL ENGINEER PLANS,TYPICAL - ------ ~�DIg Alert -- ----- -- SPRING STREET: C oa 811 i aoo-zz�-zsoo NORTH LP-1.1 PW Dept. Review: C. Erickson 3-4-21 MARK REVISIONS APPR. DATE THES NSHAVEBEENREVIEWEDFORCOMPLIANCEWITHTHE PREPARED BY: SEAL GREEN STREETS PROJECT CITY OF LAKE ELSINORE SHEET 4� APPROPRIA DITIONSOFDEVELOPMENTAND/ORCITYA ATELAWS AND HAVE BEEN FO �pNDSCgpf FOR CCEPTABLE °o� INc q9n SPRING STREET 10/16/2020 2 SCALE: LANDSCAPE PLANTING °F s EFTS 0 1G 2G BENCH MARK'. ExP.9 30 21 � REMONHABIB-R No.83156 DATE 1°=20 PLAN FILE No. CITY OF LAKE ELSINORE �qTF OF CA��C�Qw DATE: 10/16/2020 019-051 1 I 1 5 PIS CHI 1 1 15 AL ' 1 1 I I 10, I - R.O.W. •- -0' T • - 1 W ABA W ABA N W N W ABAN W B N AN—W ABAN W AB A AN 1 T T T T 1 J. T 1 T T T \ ,' a N. SPRING STREET S _o J J S S Im W M M M M M ? -�—I\ S W W W = S00 S a W S S S S ' U) • • S �'L----- ----� ---------------------------------------------------------LL - -------------------------- ------------------------ 1 R.O.W. 1 c 1 1 CL 1 J n 3 i 8 I KOGA • I 1 1-- a • S N R.O.W. a • • • °I • • • • • • • ❑ • • W ABAN-- 3 W ABA N W ABAN W/ABAN— W AN W ABAN W BAN W A N W AB G G W T in i i >- 7 T i i T� i� �� i� 10, W W W W W W_ W- m° S S S S S S S S�Ci Qvy W W W W W W W N. SPRING STREET w W W m W W W F � , W S as S S S S S S S— S S S ILL --T C -- - ------ ---- R.O.W. - ---- ------ -------- ----- ---- 1 �a I y 3 a i II >° N KEY NOTES MINIMUM TREE SEPARATION DISTANCE KEY MAP kSHEET NOTES OEXISTING TREE TO REMAIN AND BE PROTECTED,TYPICAL TRAFFIC SIGNALS/STOP SIGNS 20 FEET 1. SEE SHEET LP-2.1 FOR PLANTING NOTES UNDERGROUND UTILITY LINES 5 FEET W 2. SEE SHEET LP-2.2 FOR FULL PLANTING LEGEND AND MATERIALS 2 CONCRETE PAVING BY CIVIL ENGINEER PLANS,TYPICAL SEWER LINES 10 FEET Z AND FINISH SCHEDULE ABOVE GROUND UTILITY STRUCTURES 10 FEET w r 3. SEE SHEET LP-2.3&LP-2.4 FOR PLANTING DETAILS OLIGHTING PER ELECTRICAL PLANS,TYPICAL DRIVEWAYS 10 FEET Q 4. SEE SHEETS LI-1.1 THROUGH LI-1.08 FOR IRRIGATION PLANS INTERSECTIONS 25 FEET Q 5. SEE SHEETS LI-2.1 THROUGH LI-2.5 FOR IRRIGATION NOTES, = LEGEND,AND DETAILS OUTILITY PER CIVIL ENGINEER PLANS,TYPICAL < OBIKE ROUTE STRIPING BY CIVIL ENGINEER PLANS,TYPICAL 111i o Dig Alert --------- ---- ,S o NORTH 81/800-227-2600 LP-1.2 PW Dept. Review: C. Erickson 3-4-21 MARK REVISIONS APPR. DATE TH ANSHAVEBEENREVIEWEDFORCOMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT CITY OF LAKE ELSINORE SHEET 41 APPROPRI ONDITIONSOFDEVELOPMENTAND/OR CITY AN ELAWS �pNDSCgpf FOR AND HAVE BEEN ACCEPTABLE °o� INc q9n SPRING STREET 10/16/2020 2 SCALE: 0 10' 20 BENCHMARK LANDSCAPE PLANTING °Fs EFTS ExP.9 30 21 ri REMON HABIB o.83156 A�E\ DATE 1"=20' � PLAN FILE No. CITY of LAKE ELSINORE \ �qTF OF CA\>C�Qw DATE: 10/16/2020 019-051 SEE SHEET LP-1.6 1 MEN MEN mom MEN MEN 004 mm ' ® LAV ANG 18 ' ' I' o LAN CHA 67 I:".it I 4 16 1 G BI • I ' ' 1 ' I AGA ATT 20 z I 3 I ' a .4 I I it R.O.W. ' -- _ R.O.W. -- - -tj --- ----- - _� 3 _ _ _ - - - - -ye - - - - - - - - - - - -- N • • ° • dKXDWI ) • • • • • • a • • • • G ° G G A ,G 111111-11117- W ABA G W AN G ABAN G W ABA B W A d J F W W W W W W W W W W W 2� 'O i s s s 1 w W N. SPRING STREET s " ws W W. w w w N w w w w w Cn S S S S S S S S S- � ® S P ° - CON `^ -------- -- R.O.W.-------------- - a Lu O O i �� Z r --- 0 J R.O.W. 0� ' \ i 3 ¢ F-01 715 � = Si II :. L Q ' $ SEE SHEET LP-1.6 i a mom mom MEN . 00 � ME MOM ME!! r SEE SHEET LP-1.6 i \ \� ® LAV ANG 27 I I 1 ' ' • K E BIP 1 o LAN CHA 57 I IO�� GAL 1 a I r I 2 ' o AGA ATT 124 R.O.W. --� ------- R.O.W. • • • • • • ' wABAN G AB W ABA ,. W AN W AN G W ABAN "- G W ABAN G W ABA d G G Aww w w w w- w w W-05 05 w w w w d VJt 10, IJ w N. SPRING STREET s s s W s s T W N. SPRING STREET w s w cn w w W w 'co s s s s s w W • a31�it El P z _ ___ _ -- -- -- -- -- -- --•i--- - ------ ---_ —_--- ---- ---- - - - ---- ---- - R.O W. • ; R.O.W. • PIS CHI15 ��__ E-01 15 GAL W 5 � � ` o z STOP ; 1 MINIMUM TREE SEPARATION DISTANCE KEY MAP m 4' ,E „N MINI Im „I 77 , LEGEND KEY NOTES SEE SHEET LP-1.6 O EXISTING TREE TO REMAIN AND BE PROTECTED,TYPICAL TRAFFIC SIGNALS/STOP SIGNS 20 FEET =III KEY SYMBOL DESCRIPTION 1 UNDERGROUND UTILITY LINES 5 FEET w SEWER LINES 10 FEET > _ = =III E-01 ----------------- STEEL EDGER O CONCRETE PAVING BY CIVIL ENGINEER PLANS,TYPICAL ABOVE GROUND UTILITY STRUCTURES 10 FEET DRIVEWAYS 10 FEET III IIII_ F O LIGHTING PER ELECTRICAL PLANS,TYPICAL INTERSECTIONS 25 FEET F-01 VINYL COATED CHAIN LINK FENCE 3 O UTILITY PER CIVIL ENGINEER PLANS,TYPICAL O SHEET NOTES O BIKE ROUTE STRIPING BY CIVIL ENGINEER PLANS,TYPICAL 1. SEE SHEET LP-2.1 FOR PLANTING NOTES 2. SEE SHEET LP-2.2 FOR FULL PLANTING LEGEND AND MATERIALS AND FINISH SCHEDULE 6I � o Dig Alert 3. SEE SHEET LP-2.3&LP-2.4 FOR PLANTING DETAILS - Sp -_ 4. SEE SHEETS LI-1.1 THROUGH LI-1.08 FOR IRRIGATION PLANS 5. SEE SHEETS LI-2.1 THROUGH LI-2.5 FOR IRRIGATION NOTES, LEGEND,AND DETAILS 811/800-227-2600 NORTH LP-1.3 PW Dept. Review: C. Erickson 3-9-21 MARK REVISIONS APPR. DATE THES NSHAVEBEENREVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT CITY OF LAKE ELSINORE SHEET 42 APPROPRIA NDITIONISOF DEVELOPMENT AND/OR CITY AND LAWS �pNDSCgpf FOR AND HAVE BEEN FO CCEPTABLE °o� INc q9n SPRING STREET 10/16/2020 2 SCALE: LANDSCAPE PLANTING °F s EFTS 0 10� 2a BENCH MARK'. ExP.9 30 21 ri REMON HABI6,13CE1 o.83156 DATE 1°=20• PLAN FILE No. CITY EN LAKEEEELSINORE �ATF OF CAS\F�Q�p DATE: 10/16/2020 019-051 . somI mw SEE SHEET LP-1Elm ME =I 0 .5 _ - LAV ANG 34 I I I a Ix MULCH,TYP. + + o LAN CHA 53 I I 1 i I14 AGA ATT 20 ih 1 �10'- 10' R.O.W. -- S S S S 5 S S S • • • 04 G G G G G G E­ W W W W W W W W N 33 0 9WI W W S_ - S pq N. SPRING STREET m wI s s s �w s \ P P ---- ---- ---- ---- ---- - -- --- R.O.W. -------, ------- -------------------- - I 1 18 PIS CHI 15 GAL 4 I I W 3 I l i 0 L i i x ' I CL i 5 SEE SHEET LP-1.5 1 14 PIS CHI i 1 1. \\ .. 15 GAL I \ / ----- R.O.W. I I G G `� w s s s ® s s �d S --' S $ J W I S w w w w w w w W w W s N. SPRING STREET W w 4`Q S S S S S S S S S S_ �,, ° W M�W Lu P P P P P P P P 3 P P P P o 4 - G -- ----------------------------------T-------------------- ------- 2 T- R.O.W. a l x, i 1I 1 LEGEND MINIMUM TREE SEPARATION DISTANCE KEY MAP SHEET NOTES KEY SYMBOL DESCRIPTION TRAFFIC SIGNALS/STOP SIGNS 20 FEET 1. SEE SHEET LP-2.1 FOR PLANTING NOTES UNDERGROUND UTILITY LINES 5 FEET w 2. SEE SHEET LP-2.2 FOR FULL PLANTING LEGEND AND MATERIALS E-01 ----------------- STEEL EDGER SEWER LINES 10 FEET z LflH AND FINISH SCHEDULE ABOVE GROUND UTILITY STRUCTURES 10 FEET j= - 3. SEE SHEET LP-2.3&LP-2.4 FOR PLANTING DETAILS DRIVEWAYS 10 FEET ¢ 4. SEE SHEETS LI-1.1 THROUGH LI-1.08 FOR IRRIGATION PLANS KEY NOTES INTERSECTIONS 25 FEET ¢ 5. SEE SHEETS LI-2.1 THROUGH LI-2.5 FOR IRRIGATION NOTES, LEGEND,AND DETAILS OEXISTING TREE TO REMAIN AND BE PROTECTED,TYPICAL 2 O CONCRETE PAVING BY CIVIL ENGINEER PLANS,TYPICAL OLIGHTING PER ELECTRICAL PLANS,TYPICAL }ice u Dig Alert O UTILITY PER CIVIL ENGINEER PLANS,TYPICAL SPRING S�♦ill— -- i' S.o,.e. + FI �P Imo[.. O BIKE ROUTE STRIPING BY CIVIL ENGINEER PLANS,TYPICAL NORTH 8 /11 800-227-2600 LP-1.4 PW Dept. Review: C. Erickson 3-4-21 MARK REVISIONS APPR. DATE THE �,,Ep,�TC�BEEN REVIEWED PREPARED BY: SEAL GREEN STREETS PROJECT CITY OF LAKE ELSINORE SHEET 43 APPROCAVEL0PMENTAND/ORCITYA ATE LAWS �pQSCgpf FOR ANDHATABLE °o� INc q9n SPRING STREET ��, 10/16/2020 2 SCALE: LANDSCAPE PLANTING °F s EFTS 0 1G 20� BENCH MARK'. Exp.9 30 21 ri REMON HABIB, 0.83156 DATE 1°=20' PLAN FILE No. CITY EN LAKE ELSINORE J?gJF OF CA��F���p DATE: 10/16/2020 019-051 ' 22 PIS CHI �� 1L" Lo, (D 10, R.O.W. v S S S S S S S S S w S _ N. SPRING STREET--s s- -s _ s S WjM M M M M M M �� M �� �� M S M M P G G P G P P G G P e • • • p• III v • • -- R.O.W. -- ' 10, 10' 101, NORTH SEE SHEET LP-1.4 II I I I I I 5 KOE BIP • s^ 15 AL L I -R.O.W. x- x x x x x x x x x x x x x x x R.O.W. ----------- ----- --'X—__—_� __—_--- ---- ----------�--� --�---------------- -�-- ------- ------�-- -- ------- _ - _ ____� (IS as ( T —M M M M M M M o M M M M M W. POTTERY STREET \ 10, , 7-7 �� M� • v' M M M - � __ - - -- - W ---- -- -t - R.O.W. �- j---�-- R.O.W. R-01 I I I 3 q 1B-JAC MIM • 8 i Z I I 15 GAL Z i NORTH SEE SHEET LP-1.4 KEY NOTES MINIMUM TREE SEPARATION DISTANCE KEY MAP HEET NOTES OEXISTING TREE TO REMAIN AND BE PROTECTED,TYPICAL 1 TRAFFIC SIGNALS/STOP SIGNS 20 FEET III 1. SEE SHEET LP-2.1 FOR PLANTING NOTES UNDERGROUND UTILITY LINES 5 FEET _4 w � +' 2. SEE SHEET LP-2.2 FOR FULL PLANTING LEGEND AND MATERIALS O CONCRETE PAVING BY CIVIL ENGINEER PLANS,TYPICAL SEWER LINES 10 FEET ) - AND FINISH SCHEDULE ABOVE GROUND UTILITY STRUCTURES 10 FEET uuu�ddd 3. SEE SHEET LP-2.3&LP-2.4 FOR PLANTING DETAILS OLIGHTING PER ELECTRICAL PLANS,TYPICAL DRIVEWAYS 10 FEET ¢ 4. SEE SHEETS LI-1.1 THROUGH LI-1.08 FOR IRRIGATION PLANS 3 INTERSECTIONS 25 FEET a' 5. SEE SHEETS LI-2.1 THROUGH LI-2.5 FOR IRRIGATION NOTES, Oz¢ LEGEND,AND DETAILS 4 UTILITY PER CIVIL ENGINEER PLANS,TYPICAL � OBIKE ROUTE STRIPING BY CIVIL ENGINEER PLANS,TYPICAL LEGEND 5 O MULCH PER SPECIFICATIONS KEY SYMBOL DESCRIPTION — FIR-01 ------- ROOT BARRIER � -_--'S1�Rtt� -r--- .'�F----...,� o Dig Alert �— - ---- 0 0 . c a �� 811 800`-227-2600 L P-1.5 PW Dept. Review: C. Erickson 3-4-21 MARK REVISIONS APPR. DATE THE NSHAVEBEENREVIEWEDFORCOMPLIANCEWITHTHE PREPARED BY: SEAL GREEN STREETS PROJECT CITY OF LAKE ELSINORE SHEET 44 APPROPRIA NDITIONS OF DEVELOPMENT AND/OR CITY A ATE LAWS �pQSCAP FOR AND HAVE BEEN F ACCEPTABLE °o� INc q9n SPRING STREET 74 10/16/2020 2 SCALE' 0 1G 2a BENCHMARK LANDSCAPE PLANTING °FSHEETS REMON HABIB, 0 E,9 30 21.83156 E DATE 1"-20' PLAN FILE No. OITY EN 4 EKE ELSINORE �TF OF CA��FtQ�p CITY 10/16/2020 019-051 SEE SHEET LP-1.3 717� y ■ ' \ i d iJ i 14 KOE BIP I I • i r 15 GAL -------- �-- - �-- =--— -- -- --R=°=W J a --=-- R.O.W. --�-----L-- -- --- - --- - -- -------� a a a a ao e --tom-� � • • • �-----} cn a d • • • • • d --- # � �m • • • � s\ d d _ M �' 3 M M M M M < ------- o r �ffi m �- 1 s S S_ W. SUMNER AVENUE s s 5 cra s.a � gS � N ---- 3T� �► �--� �► -�� i ors+-► ° ---- L a R.O.W. -- � � � � R.O.W. I\ I 7-7 I P° • P Q) i I It�p i 11 JAC • \\ /1 z J •c =Io mi .mi 77 m 16mmI NORTH SEE SHEET LP_ 1.3 SEE SHEET LP-1. ME m 1 t _ 1 I N I� 23 JAC MIM 15 GAL R.O.W. • S _— M (IS- (IS t aS sia W. HEALD AVENUE NVI V M NVBV In MM Mr' M o NVBV M / R.O.W. R_.O.W. I NORTH \ I Z ii P 3 C KEY MAP SHEET NOTES U Z _ IIl 1. SEE SHEET LP-2.1 FOR PLANTING NOTES 'I � , 4_� 2. SEE SHEET LP-2.2 FOR FULL PLANTING LEGEND AND MATERIALS SEE SHEET LP-1.3 AND FINISH SCHEDULE Lu 3. SEE SHEET LP-2.3&LP-2.4 FOR PLANTING DETAILS LEGS KEY NOTES 4. SEE SHEETS LI-1.1 THROUGH LI-1.08 FOR IRRIGATION PLANS 5. SEE SHEETS LI-2.1 THROUGH LI-2.5 FOR IRRIGATION NOTES, EXISTING TREE TO REMAIN AND BE PROTECTED,TYPICAL z¢ LEGEND,AND DETAILS KEY SYMBOL DESCRIPTION O R-01 ROOT BARRIER 2 CONCRETE PAVING BY CIVIL ENGINEER PLANS,TYPICAL - I O LIGHTING PER ELECTRICAL PLANS,TYPICAL MINIMUM TREE SEPARATION DISTANCE 71-_ t -_ TRAFFIC SIGNALS/STOP SIGNS 20 FEET 4 UTILITY PER CIVIL ENGINEER PLANS,TYPICAL !i UNDERGROUND UTILITY LINES 5 FEET Owi Alert T� rm SPRING ' - _ SEWER LINES 10 FEET 9 0 . ABOVE GROUND UTILITY STRUCTURES 10 FEET $ p,. O BIKE ROUTE STRIPING BY CIVIL ENGINEER PLANS,TYPICAL DRIVEWAYS 10 FEET eliisoazi�=isoo INTERSECTIONS 25 FEET LP-1.6 PW Dept. Review: C. Erickson 3-9-21 MARK REVISIONS APPR. DATE THES NSHAVE BEEN REVIEWEDFORCOMPLIANCEWITHTHE PREPARED BY: SEAL GREEN STREETS PROJECT CITY OF LAKE ELSINORE SHEET 45 APPROPF, NDITIONSOFDEVELOPMENTAND/OR CITY AN ELAWS �pNDSCgpf FOR AND HAVE BEEN F CCEPTABLE °o� INc q9n SPRING STREET 10/16/2020 2 SCALE: 0 10' 20 eeNCHMARK LANDSCAPE PLANTING °FSHEeTs Exp.9 30 21 ri REMON HABIB,jICN o.83156 q�\E DATE 1"=20' PLAN FILE No. CITY EN LAKE EELSINORE \ �qTF OF CA��C�Qw DATE: 10/16/202. 019-051 R-01 18 JA15 C MIML I C SEE SHEET LP-1.10 tF� • -- NVBV• NVBV NVBV M NVBV MAN 8V M NV M- Y M :uy NV BV M M a M M M M M owa' W. HEALD AVENUE W 14, uj 10, 10' S M M A. M M M /�� AA M \" M M M M M W I • • • 3 W I R.O.W. � co 21 KOE BIP • (n 15 GAL • W I Q 3I __j �,.����■ I I A:� NORTH i�� _ yam.■ SEE BELOW 27 KOE BIP • 15 GAL 10, 10, } R.O.W. ' oo w w w w w w w w l s s s s S 10' S s 10' s 10' s S 1 O' © O LANGSTAFF STREET W w w w w v -w w g, w w w w w w w 1n T T T T T T T T T T T T -Lu y W W W A AN W W A AN W W AUAN W W AN W W AN W W �AN W w AN W A�AN W W A�A W A N W A N . ,., . L.. a �, • — —— R.O.W. T I NORTH KEY NOTES MINIMUM TREE SEPARATION DISTANCE KEY MAP SHEET NOTES OEXISTING TREE TO REMAIN AND BE PROTECTED,TYPICAL TRAFFIC SIGNALS/STOP SIGNS 20 FEET 1. SEE SHEET LP-2.1 FOR PLANTING NOTES UNDERGROUND UTILITY LINES 5 FEET w 2. SEE SHEET LP-2.2 FOR FULL PLANTING LEGEND AND MATERIALS O CONCRETE PAVING BY CIVIL ENGINEER PLANS,TYPICAL SEWER LINES 10 FEET Z AND FINISH SCHEDULE ABOVE GROUND UTILITY STRUCTURES 10 FEET Lu III 3. SEE SHEET LP-2.3&LP-2.4 FOR PLANTING DETAILS O LIGHTING PER ELECTRICAL PLANS,TYPICAL DRIVEWAYS 10 FEET < 4. SEE SHEETS LI-1.1 THROUGH LI-1.08 FOR IRRIGATION PLANS INTERSECTIONS 25 FEET ¢ 5. SEE SHEETS LI-2.1 THROUGH LI-2.5 FOR IRRIGATION NOTES, O UTILITY PER CIVIL ENGINEER PLANS,TYPICAL LEGEND,AND DETAILS O O BIKE ROUTE STRIPING BY CIVIL ENGINEER PLANS,TYPICAL LEGEND --------- i KEY SYMBOL DESCRIPTION lit R-01 ------- ROOT BARRIER T� �r SPRIN , Dig Alert LG STREE4- VI' 'F c c 8111800-227-2600 LP-1.7 PW Dept. Review: C. Erickson 3-4-21 MARK REVISIONS APPR. DATE TH LANSHAVEBEENREVIEWED FOR COMPLIANCE WITHTHE PREPARED BY: SEAL GREEN STREETS PROJECT CITY OF LAKE ELSINORE SHEET 46 APPROPR ONDITIONSOFDEVEL.PMENTAND/ORCITYA ATE LAWS �pNDSCgpf FOR AND HAVE BEEN D ACCEPTABLE °o� INc q9n SPRING STREET 10/16/2020 2 SCALE: o ,0 20 BENCHMARK LANDSCAPE PLANTING °Fs EFTS REMON HABIB, EH'0.83156 TE DATE Exp 9 30 21 1°=20' PLAN FILE No. CITM EN LAKE ELSINORE �qTF OF CA��C�Qw DATE: 10/16/2020 019-051 1 KOE BIP 15 GAL (D SEE SHEET LP-1.7 R-01 °' • W W 11JAC MIM (Y a 15 AL I�z 1 z - 3 x m m � 10, 10, n -- �� L1J w z . co 0 >' T G �G G G G G \ \ �� \ / W W W W W --- W _ W-- W— W W--- �w Lu ° s GRAHAM AVENUE S w w U)1-=W_w W W W —Wvv r r r T NORTH KEY NOTES MINIMUM TREE SEPARATION DISTANCE KEY MAPMj SHEET NOTES EXISTING TREE TO REMAIN AND BE O PROTECTED,TYPICAL TRAFFIC SIGNALS/STOP SIGNS 20 FEET 1. SEE SHEET LP-2.1 FOR PLANTING NOTES UNDERGROUND UTILITY LINES 5 FEET - w 2. SEE SHEET LP-2.2 FOR FULL PLANTING LEGEND AND MATERIALS O CONCRETE PAVING BY CIVIL ENGINEER PLANS,TYPICAL SEWER LINES 10 FEET Z AND FINISH SCHEDULE ABOVE GROUND UTILITY STRUCTURES 10 FEET j 3. SEE SHEET LP-2.3&LP-2.4 FOR PLANTING DETAILS O LIGHTING PER ELECTRICAL PLANS,TYPICAL DRIVEWAYS 10 FEET 4. SEE SHEETS LI-1.1 THROUGH LI-1.08 FOR IRRIGATION PLANS INTERSECTIONS 25 FEET Q41L 5. SEE SHEETS LI-2.1 THROUGH LI-2.5 FOR IRRIGATION NOTES, _ LEGEND,AND DETAILS OUTILITY PER CIVIL ENGINEER PLANS,TYPICAL OBIKE ROUTE STRIPING BY CIVIL ENGINEER PLANS,TYPICAL LEGEND KEY SYMBOL DESCRIPTION -+ FIR-01 ——————— ROOT BARRIER o Dig Alert _ SPRING STREET— -I 811T /800-227-2600 L P-1.8 PW Dept. Review: C. Erickson 3-9-21 MARK REVISIONS APPR. DATE THE NS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT CITY OF LAKE ELSINORE SHEET 47 APPROPRIA NDITIONS OF DEVELOPMENT AND/OR CITY AN E LAWS �ODSCAP FOR AND HAVE BEEN FO CCEPTABLE °o� INc q9n SPRING STREET 10/16/2020 2 SCALE: LANDSCAPE PLANTING °F s EFTS 0 10� 20� BENCH MARK'. ExP.9 30 21 ri REMON HABI$�R No.83156 DATE 1°=20 PLAN FILE No. CITY OF LAKE ELSINORE �qTF OF CA��C�Qw DATE: 10/16/202. 019-051 PLANTING NOTES TREE PROTECTION NOTE 1. SEE DETAIL A,SHEET LP-2.3 FOR 4 S.F.MINIMUM(X DEPTH OF ROOTBALL)EXCAVATION ARCHITECT PRIOR TO PLANTING. 1. DO NOT TRENCH THROUGH ROOTS OF EXISTING TREES TO REMAIN AND BE PROTECTION ZONE HAS BEEN ESTABLISHED. AND BACKFILL MIX REQUIRED FOR EACH TREE PLANTED IN AN AREA WHERE NO PROTECTED.IRRIGATION LINES,OR ANY UNDERGROUND UTILITY/FIXTURE REQUIRING UNDERSTORY PLANTS ARE PLANTED(I.E.NO AMENDED PLANTING BED SURROUNDS THE 17. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL PLANT COUNTS AND EXCAVATION DEEPER THAN TWO INCHES SHALL BE ACCOMPLISHED BY BORING UNDER THE 5. THE OWNER/PERMITTEE SHALL SUBMIT THE CONTRACTOR'S VERIFICATION LETTER TO TREE). SQUARE FOOTAGES. ROOT SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM DEPTH OF TWENTY-FOUR THE LANDSCAPE ARCHITECT BEFORE SCHEDULING A SITE INSPECTION. INCHES. 2. MULCH IN PLANTING AREAS NOT SHOWN FOR CLARITY,SEE SPECIFICATIONS FOR 18. CONTRACTOR IS RESPONSIBLE FOR PROVIDING PLANT MATERIALS SUFFICIENT TO 6. RESTRICTIONS WITHIN THE TREE PROTECTION ZONE TO BE MONITORED BY THE MULCH TYPE(S). COVER AREAS SHOWN ON THE DRAWINGS AT THE SPECIFIED SPACING. 2. THE CONSTRUCTION MANAGER IS RESPONSIBLE FOR PREVENTING DAMAGE TO ALL OWNER'S REPRESENTATIVE AS FOLLOWS: EXISTING TREES TO REMAIN. 3. CONTRACTOR IS RESPONSIBLE FOR RESTORING AND REPLACING LANDSCAPE AREAS 19. NURSERY STAKES ARE TO BE REMOVED AFTER PLANTING TREES AND INSTALLATION OF A)TREE PRUNING OR ROOT PRUNING WILL ONLY OCCUR UNDER THE GUIDANCE OF A THAT ARE DISTURBED DURING CONSTRUCTION TO THE PRE-CONSTRUCTION STAKING,AS SHOWN ON PLANS. A)CONSTRUCTION AND MAINTENANCE STAFF SHALL AVOID UNNECESSARY ACTIVITIES CERTIFIED CONSULTING ARBORIST WITH WRITTEN APPROVAL FROM THE OWNER. CONDITIONS.THIS INCLUDES RESTORING AND REPLACING SOIL TO PROVIDE A SMOOTH 20. CONTRACTOR SHALL SUBMIT AN AGRICULTURAL SUITABILITY AND FERTILITY ANALYSIS WITHIN THE DRIPLINE OF ALL TREES. FINISH GRADE,MULCHES,WEED BARRIER FABRIC(IF APPLICABLE),SOD,AND PLANTS REPORT,AS NOTED IN THE PLANTING SPECIFICATIONS,TO THE LANDSCAPE ARCHITECT B)PRUNING FOR VERTICAL CLEARANCE OF BUILDINGS,TRAFFIC,AND CONSTRUCTION THAT EXISTED PRIOR TO CONSTRUCTION.RESTORATION AND REPLACEMENT APPLIES AND THE OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO ANY PLANTING WORK B)FINES SHALL BE ASSESSED TO THOSE INDIVIDUALS FOUND TO BE RESPONSIBLE FOR EQUIPMENT SHALL BE PERFORMED BY A CERTIFIED CONSULTING ARBORIST ONLY. TO AREAS WHERE NEW PLANTINGS ARE NOT SHOWN IN THE DRAWINGS FOR AREAS OR SOIL AMENDMENT INCORPORATION.THE RECOMMENDATIONS OF THE SOILS THE ILLEGAL REMOVAL OR DAMAGE OF PROTECTED TREES. WHERE NEW PLANTINGS ARE SHOWN,INSTALL PER DRAWINGS. ANALYSIS REPORT FOR TOPSOIL AMENDMENT AND BACKFILL MIX AMENDMENT SHALL C)CONSTRUCTION EQUIPMENT AND MATERIALS SUCH AS STOCKPILING OF SOIL, SUPERSEDE THE RECOMMENDATIONS LISTED IN THE SPECIFICATIONS. 2. ANY DAMAGE OR INJURY TO TREES SHALL BE REPORTED WITHIN 24 HOURS TO THE VEHICLE USE,FOOT TRAFFIC,UTILITY CONTAINERS,AND STORAGE OF ANY KIND,ARE 4. FINISH GRADING AND LANDSCAPE OPERATIONS SHALL BE CARRIED OUT IN LANDSCAPE ARCHITECT BY THE CONTRACTOR. PROHIBITED. ACCORDANCE WITH THE PROJECT DRAWINGS,DETAILS,AND PROJECT SPECIFICATIONS. 21. CONTRACTOR SHALL COORDINATE LANDSCAPE WORK WITH THE WORK OF OTHER REFER TO PROJECT SPECIFICATIONS FOR ALL PLANTING REQUIREMENTS. TRADES AND PROFESSIONS. CONTRACTOR SHALL MAINTAIN PROPER DRAINAGE 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING,IMPLEMENTING,AND D)THE EXISTING GRADE SHALL NOT BE DISTURBED UNLESS OTHERWISE APPROVED BY DURING THE COURSE OF CONSTRUCTION. MAINTAINING THE TREE PROTECTION ZONE DURING THE ENTIRE CONSTRUCTION THE LANDSCAPE ARCHITECT. 5. SEE SHEET LP-2.3 FOR PLANTING DETAILS.SEE LANDSCAPE SPECIFICATIONS FOR PERIOD: ADDITIONAL INFORMATION. 22. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF EXISTING AND PROPOSED E)ROOT SYSTEMS SHALL BE PROTECTED FROM FLOODING,EROSION,CHEMICAL UTILITIES WITHIN THE PROJECT LIMITS WHICH MAY BE AFFECTED BY INSTALLATION. A)STAKE THE COMPLETE DRIP LINE. SPILLS,AND EXCESSIVE VARIATIONS IN SOIL MOISTURE BY CONSTRUCTION ACTIVITY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW AND COORDINATION OF IMMEDIATELY CONTACT THE LANDSCAPE ARCHITECT IF A CONFLICT IS EVIDENT. ALL DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION.THE B)ROOTS SHALL BE CLEANLY CUT BACK APPROX.6"FROM THE LIMIT OF DISTURBANCE, 7. ANY MODIFICATIONS AND/OR ADDITIONS TO THE APPROVED TREE PROTECTION ZONE CONTRACTOR SHALL INFORM THE OWNER'S REPRESENTATIVE AND THE LANDSCAPE 23. REMOVE ALL TYING MATERIALS,MARKING TAPES,AND NURSERY STAKES AT THE TIME UNLESS OTHERWISE DIRECTED BY A CERTIFIED CONSULTING ARBORIST. SHALL BE SUBMITTED BY THE CONTRACTOR WITH ADEQUATE INFORMATION TO THE ARCHITECT IMMEDIATELY OF ANY CHANGED CONDITIONS WHICH OCCUR ON PROJECT OF PLANTING. LANDSCAPE ARCHITECT FOR APPROVAL. SITE WHICH ARE NOT REFLECTED ON PLANS. C)INSTALL A TEMPORARY 6-FT HIGH CHAIN LINK FENCE AROUND THE IDENTIFIED 24. CONTRACTOR SHALL PROTECT EXISTING VEGETATION AND OTHER IMPROVEMENTS DRIPLINE,UNLESS OTHERWISE DIRECTED BY A CERTIFIED CONSULTING ARBORIST. 8. EXISTING TREES TO REMAIN ON SITE WITHIN THE AREA OF WORK WILL BE PROTECTED 7. REMOVE ALL WEEDS,DEBRIS,AND ROCKS LARGER THAN ONE-HALF-INCH(1/2")FROM OUTSIDE THE LIMITS OF WORK.CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR IN PLACE. THE FOLLOWING PROTECTION MEASURES WILL BE PROVIDED: ALL PLANTING AREAS,AND DISPOSE OF LEGALLY AND APPROPRIATELY OFF-SITE. OR REPLACEMENT OF ANY DAMAGES INCURRED DURING CONSTRUCTION. D)ATTACH AN ORANGE OR YELLOW PROTECTIVE FENCE(MIN.3'HIGH)TO THE CHAIN LINK FENCE. A) A BRIGHT YELLOW OR ORANGE TEMPORARY FENCE WILL BE PLACED AROUND 8. FINISH GRADE OF SOIL SHALL BE THREE-INCHES(3")BELOW ADJACENT FINISH PAVING 25. THE MAINTENANCE PERIOD SHALL BEGIN ONLY UPON WRITTEN ACCEPTANCE OF THE EXISTING TREES AT THE DRIP LINE. SURFACE OR CURB IN SHRUB AND GROUNDCOVER AREAS. COMPLETED PLANTED AREAS BY THE LANDSCAPE ARCHITECT AND THE OWNER'S E)WHEN AREAS UNDER THE TREE CANOPY CANNOT BE FENCED,ANOTHER METHOD REPRESENTATIVE. SHALL BE REQUIRED,AS RECOMMENDED BY A CERTIFIED CONSULTING ARBORIST. B)STOCKPILING,TOPSOIL DISTURBANCE,VEHICLE USE,AND MATERIAL STORAGE OF 9. CONTRACTOR SHALL INSTALL A THREE-INCH(3")LAYER OF TYPE 7 MULCH(WOOD CHIPS ANY KIND IS PROHIBITED WITHIN THE DRIP LINE. -SEE SPECS)IN ALL SHRUB AND GROUNDCOVER AREAS WITH SLOPES LESS THAN 3:1 26. PROVIDE MATCHING FORMS AND SIZES FOR ALL PLANT MATERIAL WITHIN EACH SPECIES F) POST"KEEP OUT"SIGNS IN BOTH SPANISH AND ENGLISH TO THE CHAIN LINK FENCE. GRADIENT.CONTRACTOR SHALL INSTALL A 30"MIN.DIA.CIRCLE OF TYPE 7 MULCH AND SIZE DESIGNATED BY THE DRAWINGS. C)A TREE WATERING SCHEDULE WILL BE MAINTAINED AND DOCUMENTED DURING (WOOD CHIPS-SEE SPECS)FOR EACH TREE PLANTED IN AN AREA WHERE NO G)SUBMIT A TREE MAINTENANCE SCHEDULE PREPARED BY THE CONTRACTOR. CONSTRUCTION. UNDERSTORY PLANTS ARE PLANTED.SUBMIT SAMPLE FOR APPROVAL BY OWNER'S 27. ALIGN AND EQUALLY SPACE,IN ALL DIRECTIONS,ALL PLANT MATERIAL WITHIN EACH REPRESENTATIVE AND LANDSCAPE ARCHITECT.REFER TO SPECIFICATIONS. SPECIES SO DESIGNATED PER THESE NOTES AND DRAWINGS. H)IF A TREE IS ADJACENT TO OR IN THE IMMEDIATE PROXIMITY TO A GRADED SLOPE OF D)ALL DAMAGED TREES WILL BE REPLACED WITH ONE OF EQUAL SIZE. 8%OR MORE,PROVIDE ADEQUATE EROSION CONTROL(IE:JUTE MATTING OR EQ.). 10. ALL SLOPES 2:1 OR GREATER ARE TO BE STABILIZED WITH JUTE MESH PRIOR TO 28. FURNISH ALL DELIVERY SLIPS OF THE SPECIFIED AMENDMENTS TO THE CONSTRUCTION PLANTING. MANAGEMENT SUPERVISOR AND LANDSCAPE ARCHITECT FOR REVIEW AFTER PLANT 4. THE CONTRACTOR SHALL VERIFY IN WRITING TO THE OWNER THAT THE TREE INSTALLATION.IF IT IS DETERMINED MORE AMOUNTS ARE NEEDED,CONTRACTOR WILL 11. CONTRACTOR SHALL PROVIDE ELECTRONIC PHOTOGRAPHS OF ALL TREES AND SHRUBS BE REQUIRED TO ADD INTO SOIL WITH OBSERVATION OR PROVIDE CREDIT BACK TO FOR APPROVAL,PRIOR TO PURCHASE AND INSTALLATION.REFER TO SPECIFICATIONS. OWNER. 12. TREE LOCATIONS MAY BE ADJUSTED TO AVOID CONFLICTS WITH UNDERGROUND 29. ALL PLANTING AREAS SHALL BE GRADED TO HAVE POSITIVE DRAINAGE(2%MIN.)AWAY UTILITIES.CONSULT WITH LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE FROM THE BUILDING WALLS AND STRUCTURES AND TOWARDS AREA DRAINS.PRIOR TO ADJUSTMENT OF TREE LOCATIONS. CITY OF LAKE ELSINORE LANDSCAPE & MAINTENANCE NOTES 30. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING EXISTING LANDSCAPE WITHIN 13. CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE AT THE TIME OF SCOPE AREA.ALL PLANTING WITHIN SCOPE OF WORK AREAS ARE TO BE KEPT FREE OF 1. ALL LANDSCAPE AND IRRIGATION SHALL CONFORM TO THE STANDARDS OF THE CITY-WIDE LANDSCAPE REGULATIONS AND THE CITY OF LAKE ELSINORE LAND DEVELOPMENT MANUAL DELIVERY OF ANY PLANT MATERIAL WHICH HAS BEEN DAMAGED OR IS IN POOR LITTER AND DEBRIS.ALL PLANTS SHALL BE MAINTAINED IN A HEALTHY GROWING LANDSCAPE STANDARDS AND ALL OTHER LANDSCAPE RELATED CITY AND REGIONAL STANDARDS. CONDITION. THE OWNER'S REPRESENTATIVE SHALL DETERMINE ACCEPTABILITY OF CONDITION.ALL DISEASED OR DEAD PLANTS SHALL BE REPLACED IMMEDIATELY. SUBJECT PLANT MATERIAL. REPLACE PLANTINGS IF DAMAGED,WITH LIKE SIZE,DURING CONSTRUCTION. 2. THE LONG TERM MAINTENANCE OF THE PROJECT SHALL BE THE RESPONSIBILITY OF THE OWNER.LANDSCAPE AREAS SHALL BE MAINTAINED BY THE CONTRACTOR,FREE OF DEBRIS AND LITTER DURING THE CONSTRUCTION PERIOD. 14. PLANT MATERIAL SHALL BE INSPECTED BY THE OWNER'S REPRESENTATIVE BEFORE 31. CONTRACTOR SHALL BE HELD RESPONSIBLE FOR REPLACEMENT OF ALL PLANT PLANTING. PLANT MATERIAL MAY BE REJECTED AT ANY TIME BY THE OWNER'S MATERIAL DAMAGED DURING IRRIGATION REPAIR OR PLANTING INSTALLATION. 3. MAINTENANCE: ALL REQUIRED LANDSCAPE AREAS SHALL BE MAINTAINED BY THE OWNER. LANDSCAPE AND IRRIGATION AREAS IN THE PUBLIC RIGHT-OF-WAY SHALL BE MAINTAINED BY REPRESENTATIVE DUE TO POOR CONDITION,FORM,OR DAMAGE PRIOR TO,DURING,OR THE OWNER. THE LANDSCAPE AREAS SHALL BE MAINTAINED FREE OF DEBRIS AND LITTER,AND ALL PLANT MATERIAL SHALL BE MAINTAINED IN A HEALTHY GROWING CONDITION. AFTER THE PLANTING PROCESS. 32. MINIMUM TREE SEPARATION DISTANCES FROM SITE IMPROVEMENTS: DISEASED OR DEAD PLANT MATERIAL SHALL BE SATISFACTORILY TREATED OR REPLACED PER THE CONDITIONS OF THE PERMIT. 15. AT LEAST ONE PLANT OF EACH SPECIES DELIVERED TO THE SITE SHALL HAVE AN A) TRAFFIC SIGNALS/STOP SIGN 20 FEET 4. A MINIMUM ROOT ZONE OF 40 SF IN AREA SHALL BE PROVIDED FOR ALL TREES. THE MINIMUM INSIDE DIMENSION FOR THIS AREA SHALL BE 5 FEET. IDENTIFICATION TAG FROM THE SUPPLYING NURSERY SHOWING BOTH COMMON AND B) UNDERGROUND UTILITY LINES 5 FEET SCIENTIFIC NAMES. C) SEWER LINES 10 FEET 5. TREES SHALL BE MAINTAINED SO THAT ALL BRANCHES OVER PEDESTRIAN WALKWAYS ARE 6 FEET ABOVE THE WALKWAY GRADE AND BRANCHES OVER VEHICULAR TRAVEL WAYS ARE 16 D) ABOVE GROUND UTILITY STRUCTURES 10 FEET FEET ABOVE THE GRADE OF TRAVEL WAY. 16. THE PLANTING PLANS ARE DIAGRAMMATIC. PLANT MATERIALS SHALL BE SPOTTED AS (TRANSFORMERS,HYDRANTS,UTILITY POLES,ETC) SHOWN ON THE DRAWINGS.TREE LOCATIONS ARE TO BE APPROVED BY THE E) DRIVEWAYS 10 FEET 6. ALL REQUIRED PLANTING AREAS AND ALL EXPOSED SOIL AREAS WITHOUT VEGETATION SHALL BE COVERED WITH MULCH TO A MINIMUM DEPTH OF 3,"EXCLUDING SLOPES WITH A SLOPE LANDSCAPE ARCHITECT PRIOR TO THE EXCAVATION OF PLANTING PITS AND REMOVAL F) RESIDENTIAL STREETS RATED AT 25 MPH OR LOWER 5 FEET GRADIENT GREATER THAN 3:1.VEGETATION. FROM CONTAINERS.FINAL LAYOUT OF ALL OTHER PLANT MATERIALS SHALL BE G) INTERSECTIONS 25 FEET APPROVED IN THE FIELD BY THE OWNER'S REPRESENTATIVE OR LANDSCAPE LP-2.1 Pw Dept. Review: C. Erickson 3-4-21 pp MARK REVISIONS APPR. DATE THES �FOCCEPTABLE WED FORCOMPLIANCEWITHTHE PREPARED BY: SEAL GREEN STREETS PROJECT CITY OF LAKE ELSINORE SHEET 4V APPROEVELOPMENT AND/OR CITY ATE LAWS �p0SCgpf FOR AND HA °o�� INc q9n SPRING STREET 10/16/2020 2 BENCHMARK LANDSCAPE PLANTING °Fs EETS SCALE: NO SCALE Exp.9 30 2, NOTES REMON H CE No.83156 DATE FILE No. CITY OF LAKE ELSINORE �qTF OF CA��C�Qw DATE: 10/16/2020 019-051 PLANTING LEGEND SYMBOL CODE DETAIL LATIN/BOTANICAL NAME COMMON NAME SIZE SPACING MIN. HEIGHT MIN.SPREAD WATER USE QTY. REMARKS TREES JAC MIM JACARANDA MIMOSIFOLIA JACARANDA 15 GAL NA T-8' 2'4 MEDIUM 79 KOE BIP KOELREUTERIA BIPINNATA CHINESE FLAME TREE 15 GAL NA T-8' 2'4 MEDIUM 83 A,B,C/LP-2.3 STANDARD,FULL HEAD,GOOD COLOR, DOUBLE STAKE PIS CHI PISTACIA CHINENSIS CHINESE PISTACHE 15 GAL NA T-8' 2'4 MEDIUM 109 EXIST EXISTING TREE TO REMAIN NA NA NA NA NA NA / NA SHRUBS AGA ATT AGAVE ATTENUATA FOXTAIL AGAVE 1 GAL NA 12" 12" LOW 64 yhti MULTI-STEMMED,HEALTHY LEAVES, D/LP-2.3 GOOD COLOR LAN CHA LANTANAX'CHAPEL HILL' CHAPEL HILL YELLOW LANTANA 1 GAL NA 6"-8" 8"-12" LOW 177 E/LP-2.3 FULL AND SPREADING,GOOD COLOR LAV ANG LAVANDULAANGULSTIFOLIA HIDCOTE BLUE LAVENDER 1 GAL NA 10" 12" LOW 79 D/LP-2.3 FULL AND BUSHY TO GROUND, GOOD COLOR MATERIALS AND FINISH SCHEDULE or KEY DETAIL SYMBOL ITEM DESCRIPTION COLOR/FINISH REMARKS SUPPLIERS PAVING/SURFACES COLOR:BLACK MASTER HALCO(OR EQUAL AS F-01 F/LP-2.4 VINYL COATED CHAIN LINK FENCE FENCE MATERIAL:GALVANIZED PIPE,GALVANIZED MESH REFER TO DETAIL.INSTALL PER MANUFACTURER'S RECOMMENDATIONS. APPROVED BY ENGINEER) FINISH:VINYUPAINT WWW.MASTERHALCO.COM DURAEDGE HEAVY DUTY STEEL EDGING.3/16" MIN.THICKNESS,4"MIN.DEPTH,10'(4 STAKES COLOR/FINISH:GALVANIZED EDGER,GALVANIZED E-01 B/LP-2.3 EDGER PER)OR 16'LENGTH(6 STAKES PER)WITH STAKES REFER TO DETAILS. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. JD RUSSEL COMPANY TAPERED STEEL STAKES(U-PINS WILL NOT BE ACCEPTED).OR APPROVED EQUAL. R-01 G/LP-2.4 ——————— ROOT BARRIER 24"DEPTH UB 24-2 ROOT BARRIER BLACK DEEPROOT WWW.DEEPROOT.COM LP-2.2 PW Dept. Review: C. Erickson 3-4-21 MARK REVISIONS APPR. DATE THES �FOUCEPTABUE ED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT CITY OF LAKE ELSINORE SHEET 49 APPROPRIAVELOPMENTAND/ORCITYA ATE LAWS �pNDSCgpf FOR AND HAVE °o� INc q9n SPRING STREET 10/16/2020 2 BENCHMARK LANDSCAPE PLANTING °Fs E SCALE: NO SCALE ETS Exp.� LEGEND REMOerrY N HABBfR No.83156 DA DATE 9 30 21 �F FILE No. CITY OF LAKE ELSINORE �qTF OF CA��C�Qw DATE: 10/16/2020 019-051 LEGEND O BACKFILL MIX HIGH POINT O GRAVEL FILL AROUND PIPE 1 O3 3"PERFORATED PIPE WITH FILTER \II 2 SOCK(LENGTH AS REQUIRED) 6 3 ® 3"ROUND PIPE DRAIN GRATE.USE 0 LEGEND ATRIUM DRAIN GRATE TYPE IN 4 PLANTERS AND FLAT ROUND GRATE O MULCH PER PLANS TYPE IN DECOMPOSED GRANITE / AREAS O FINISH GRADE ��.y O FINISH GRADE O EDGER,SEE MATERIALS AND FINISH © UNDISTURBED ROOTBALL SCHEDULE ® STAKE,SECURE STAKE 1/2"BELOW PLAN TOP OF EDGING NOTES: 4 1. EXTEND PERFORATED PIPE BELOW BOTTOM OF ROOTBALL.SLANT BOTTOM N 5 OF PLANTER PIT TO ALLOW 0 3 ACCUMULATED WATER TO COLLECT AT 1 id NOTES: BASE OF PERFORATED PIPE.SIPHON OFF LEGEND 4 - AS REQUIRED TO PREVENT ROOT ROT. ul 111- 3 2 A.EDGING MU C NO T MORE THAN 1/2" IIIIII II 2. DO NOT FILL PERFORATED PIPE WITH 15 O ABOVE MULCH, Z 1 TREE STAKE(SEE SPECIFICATIONS) �I IIIIIIIIII 1 GRAVEL. o -------14 O TREE TIE(MIN.4 REQUIRED,NAIL TO STAKE) —III—III-III—IIII IIII-IIII 1111= B. COMPACT GRADE ADJACENT TO EDGING TO PREVENT SETTLING. I I I—III—III_ 13 C.INSTALL STAKES PER co o —I I—III—III 2 CN O3 MULCH,REFER TO SPECIFICATIONS AND III III III—III-III-III- - _ � MANUFACTURER'S II-III-III-III-III-III-III=' III—urlll'll 3 PLANTING NOTES FOR DEPTH AND TYPE RECOMMENDATIONS. II=1II=III=III=III=III=III=L = I—IJ�III 17 16lZ 4 ® SEE TREE OBSERVATION TUBE DETAIL II=III=III=III=III=III=III—IH i2" ill n=1 -1 1=1 -1 1=1 1=1 1=1 I— =iT1=III=1Tl=iii=-- MIN.DIA. 12 5 O5 FINISH GRADE © PLANT TABLETS(3"BELOW GRADE) SECTION � � 6 11 10 O PLANTING PIT W/ROUGHENED SIDES ® BACKFILL MIX(PUDDLE AND SETTLE) B EDGER C TREE OBSERVATION TUBE _ 8 ISOMETRIC SCALE: N.T.S. PLAN SECTION SCALE: N.T.S. O CONTRACTOR SHALL EXCAVATE 2 THE ROOTBALL DIAMETER OR A HOLE 2'X 2' 4 9 S.F.),WHICHEVER IS GREATER. 10 ROOTBALL SECTION LEGEND LEGEND 11 DEPTH OF ROOTBALL 12 6"WATERING BASIN O SHRUB 1 O 1/2 OF SPACING DISTANCE AT 2 ALL EDGES PER 13 TREE COLLAR O2 SHRUB CROWN(1"ABOVE FINISH INDIVIDUTAL SPECIES MATURE GROWTH GRADE) NOTES: 14 TREE TRUNK T c�� O SEE PLANTING PLAN AND O3 MULCH,REFER TO SPECS.&PLANTING 9 9 3 LEGEND FOR SPACING 1. REFER TO SPECIFICATIONS FOR PLANTING 15 CUT ALL STAKES 6"BELOW TREE CANOPY NOTES FOR DEPTH&TYPE 9 9 ? 3 EDGE OF PAVING PROCEDURES AND ADDITIONAL INFORMATION. i 9 v 2 O 2. REMOVE FROM BOX WITH AS LITTLE DISTURBANCE 16 EX.GRADE AT SLOPES ® 4"HIGH WATERING BERM ALL AROUND 9 9 9 9 a 9� ® FINISH SURFACE OF MULCH NO MORE TO THE ROOTBALL AS POSSIBLE. 1 3. SEE PLANTING NOTES 9,SHEET LP-2.1 FOR 17 NEW FINISH GRADE AT SLOPE(WHERE 13 14 15 O5 PLANT PIT W/ROUGHENED SIDES THAN 1"BELOW TOP OF PAVEMENT MULCHING INFORMATION. APPLICABLE) 2 AND 2"IN SHRUB AREAS 12 © PLANT TABLETS IT'BELOW GRADE) PLAN O FINISH GRADE 9 3 O BACKFILL MIX(PUDDLE&SETTLE) © EDGE OF PAVING 4 ® TOPSOIL AND SUBGRADE PER O 7 PREPARED SOIL SPECIFICATIONS TREE PLANTING WITH DOUBLE STAKING & TREE 5 4 SUBGRADE PER CIVIL PLANS A OBSERVATION TUBE 11 10 6 O9 2X ROOTBALL DIAMTERMIN. ® ul III-ul III 5 _� L 10 ROOTBALL PLAN /SECTION SCALE: N.T.S. —III lil 7 O 6 11 DEPTH OF ROOTBALL —III iilllll=iii III ii=III=w III 9 $ -1=111�III=III—III=III-11l="' 12 CURB OR PAVING(WHERE "=ITI—ITI=I"— $ APPLICABLE) SECTION 13 SET FINISH GRADE EQUAL TO THE DEPTH OF BARK MULCH BELOW FINISH SURFACE OF PAVING(WHERE APPLICABLE) 14 NEW FINISH GRADE AT SLOPE(WHERE APPLICABLE) 15 (WHER APPLICABLSTING FINISH E GROUNDCOVER PLANTING PLAN /SECTION SCALE: N.T.S. D SHRUB PLANTING PLAN /SECTION SCALE: N.T.S. LP-2.3 PW Dept. iew: C. Erickson 3-4-21 MARK REVISIONS APPR. DATE THE NSHAVEBEENREVIEWEDFORCOMPLIANCEWITHTHE PREPARED BY: SEAL GREEN STREETS PROJECT CITY OF LAKE ELSINORE SHEET rJO APPROPRIA NDITIONS OF DEVELOPMENT AND/OR CITY ATE LAWS �pNDSCgpf FOR AND HAVE BEEN F ACCEPTABLE °o� INc q9n SPRING STREET 10/16/2020 2 SCALE: NO SCALE BENCHMARK LANDSCAPE PLANTING °Fs EETS REMONHA,BI rR E,9 30 21 No.83156 DATE DETAILS FILE No. CITY OF LAKE ELSINORE �qTF OF CA��C�Qw DATE: 10/16/2020 019-051 8 4 1 10'MAX. 10'MAX. 2 14 3 15 5 � 6 10 0 16 7 2 15 7yApe N 2% 2% (D (O 12 10 10, F fa' 13 LEGEND TREE PLANTING P .' 11 10 LEGEND AND DETAIRB CANTING ro �' 13 5 f �',.� 17 ADJACENT HARDSCAPE EDGE, 12 18 1 . . . FINISH GRADE OF PLANTING AREA TO BE 3"BELOW U'. L�• 19 HARDSCAPE EDGE m 19 _' ROOT BARRIER AS REQUIRED . `.. (SEE NOTES BELOW) TOPSOIL AND SUBGRADE PER 1'4" SPECIFICATIONS SECTION 1 SECTION 2 2 ADJACENT GROU DCOVER OR SHRUB PLAN 3 LEGEND NOTES: O CORNER AND END POST CAP 12 STANDARD GRAY CONCRETE HEADER WITH MEDIUM BROOM FINISH ON 1. METAL FENCE COMPONENTS(POST, NOTES: TOP SURFACE,DIRECTION OF BROOM FINISH SHALL BE PERPENDICULAR RAILS,POST CAPS,LOOP CAPS,BRACES, 2O 1. SEE LANDSCAPE PLANTING 3Y2"CORNER AND END POSTS TO FENCE.PROVIDE TOOLED JOINT PERPENDICULAR TO FENCE AT EACH BANDS,BARS,TIES,COLLARS,FLANGES, 0 PLANS FOR ROOT BARRIER POST LOCATION,AND PROVIDE TOOLED JOINT PERPENDICULAR TO ETC.)SHALL BE PAINTED TO MATCH 9 O3 LOCATIONS. TENSION BANDS(TYP.) HEADER CENTERED BETWEEN EVERY TWO POSTS.PROVIDE RADIUS AT COLOR OF MESH VINYL COATING,TYP. 2. WHERE POSSIBLE INSTALL 10' TOP EDGES,TYP. 2. INSTALL TRUSS ROD(S)AT LOCATIONS ® EACH SIDE OF TRUNK RAIL END ASSEMBLY AND SPACING PER MANUFACTURER'S 13 MEASURED PARALLEL TO CONCRETE FOOTINGS:T-6"DEEP RECOMMENDATIONS. O4 HARDSCAPE X 24"DEEP. TRUSS TENSIONER CORNERS AND END POSTS:1'-4"DIA.INTERMEDIATE POSTS:1'-O"DIA. 3. CUT ENDS OF FENCE MATERIALS AND 1 © TENSION ROD STRETCHER BAR 14 LINE POST CAP 3. INSTALL PARALLEL TO WALKS& MESH EXPOSED TO ELEMENTS SHALL BE CURBS. PAINTED TO MATCH COLOR OF VINYL 2 2 COATING,TYP. 4. DO NOT ENCIRCLE TREE IF O FINISH GRADE/FINISH SURFACE 15 21/2"DIAMETER INTERMEDIATE POSTS SPACED EVENLY,10'-0"APART MAX. 3 _ 3 POSSIBLE. 5. FOLLOW MANUFACTURER'S ® 1 3/4"DIAMETER TOP RAIL 16 GALVANIZED STEEL CHAIN LINK MESH,2 1/2"SIZE,TYP.BLACK VINYL INSTRUCTIONS FOR COATED 5' 5' INSTALLATION. O 1 3/4"DIAMETER MIDDLE RAIL 17 EXISTING SIDEWALK 10 3/8"TRUSS ROD 18 SEALED EXPANSION JOINT(NO REBAR) SECTION 11 TENSION WIRE 19 COMPACTED SUBGRADE,95%MIN. F CHAIN LINK FENCE G ROOT BARRIER SECTION SCALE: N.T.S. PLAN /SECTION SCALE: N.T.S. LP-2.4 PW Dept. Review: C. Erickson 3-4-21 MARK REVISIONS APPR. DATE TH NSHAVEBEENREVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT CITY OF LAKE ELSINORE SHEET 51 APPROPRIA EN DITIONSOF DEVELOPMENT AND/OR CITY A ATE LAWS �pNDSCgpf FOR AND HAVE BE FO CEPTABLE m SPRING STREET 10/16/2020 BENCHMARK LANDSCAPE PLANTING °Fs EFTSSCALE: NOSCALEREMON HAB�BrR E No.83156 DATE DATE DETAILS FILE No. C OF LAKE ELSINORE DATE: 10/16/2020 019-051 12.50 SYMBOL LIST HINGED HOOD �azs5 E. ® GROUND MOUNTED PEDESTAL,TYPE AS NOTED. DEMANDE INGED REMOVABLE / PADLOCKABLE. °� SOCKET COVER ANDS6AABLE 0-' LIGHT FIXTURE AND CONCRETE BASE. �ry j�`IE FUTURE POLE MOUNTED STREET LIGHT. wwoow 0 u soclRCE*FETv [r-BLECCIVER V wrsEA COVER CONDUIT RUN BELOW GRADE. R—TIOry BEALABLEPAD oLocK HASP uln7rvlLolry s G LUGS ——E—— EXISTING UNDERGROUND CONDUIT. MAIN BREAKER 48.00 wNAME lNoow REMOVABLE ❑ CONCRETE PULLBOX FLUSH WITH GRADE. LATCH UTILITY ACCESS PLATE LOAD CENTER I 1 COVER WIPADLOCK 12 CIRCUIT • 2"� 1 o 9 DETAIL CALLOUT-SEE DETAIL"1"SHEET XX. F XX NEUTRAL BAR W w 1 LIGHTING FIXTURE CALLOUT"1"INDICATES TYPE VI 310 CUSTOMER SECTION 1 NUMBER PER FIXTURE SCHEDULE."310"INDICATES O TOTAL FIXTURE WATTAGE. 000a 8.00 L�7 HASS`aOOK 1 — PLAN NOTE CALLOUT.REFER TO CORRESPONDING I~32,00 NOTE ON DRAWING WHERE CALLOUT OCCURS. CUSTOMER EQUIPMENT AREA 2p 00 X 3200 X 8,25 17.SS 1P SINGLE POLE FRONT VIEW FRONT VIEW SIDE VIEW LESS DOOR,DEADFRONT,AND COVER 2P DOUBLE POLE 32.250 3P TRIPLE POLE I CIRC.,CKT. CIRCUIT I 3.00 C CONDUIT C.O. CONDUIT ONLY. AMP,A AMPERE 17.25 L _ 1 12.25 I--- --� MID MOUNTED NEC NATIONAL ELECTRICAL CODE NO.or N NUMBER 2.00 J-BOX JUNCTION BOX 30.750 KVA KILOVOLT AMPERES PH.or PHASE SLOTS FOR BASE INSTALLATION GENERAL NOTES BOTTOM VIEW MOUNTING SLOT DETAIL 1.COORDINATE ALL WORK WITH SCE CO. CONTACT: 8"WX30"CONDUIT DUCT BANK MR.JOSE CAMARENA PLACE DUCT BANK TO AVOID FUTURE LIGHT+POLE TO AVOID ANY CONFLICT WITH BASE DETAIL SOUTHERN CALIFORNIA EDISON CO. TREES AND EXISTING UTILITY WILD PRIELI A DRIVE, AND DUCT BANKS WILDOMAR,CA 92595 2"CONDUIT G STUB-OUT FOR FUTURE MINIMUM CLEARANCE READ. (969)276-9645 STREET LIGHT FUTURE LIGHT POLE RECOMMENDED 38 PER NEC 110-16,TYPICAL GROUND ROD FRONT AND BACK.LOCATION. 2.VERIFY EXACT LOCATIONS OF IRRIGATION CONTROLLERS RECOMMENDED SERVICE 3"MIN. ENTRANCE CONDUIT WITH IRRIGATION CONTRACTOR PRIOR TO ROUGH-IN WORK. o _ _ _ LOCATION. -_ REFER TO IRRIGATION PLANS FOR JOINT TRENCH WORK WHERE 8"WX30"CONDUIT DUCT BANK IRRIGATION ROUTING TO FOLLOW ELECTRICAL ROUTING. PLACE DUCT BANK TO AVOID a ii TO AVOID ANY CONFLICT WITH TREES AND EXISTING UTILITY ���/// 3.ALL CONDUIT BELOW GRADE SHALL BE PVC SCHEDULE 40. MIN.18"FROM FINISHED SURFACE AND DUCT BANKS LINE THE CURB 14 32B' 4.ALL CONDUCTORS SHALL BE COPPER TYPE THHN/THWN. A A 2 5 ALL CONDUIT ABOVE GRADE SHALL BE GALVANIZED RIGID STEEL. 12"W X 18"L X 18"D BOTTOMLESS - - R LOAD CONCRETE PULL BOX 12"WX18"LX18"D W o �10"RECOMMENDED BOTTOMLESS / SIDE CLEARANCE 3"MIN. c STREET CURB CONCRETE PULL BOX 2B v4" -{�� 3 0 ap PLAN VIEW SIDE VIEW Q W 0 WASHER O NUT m la'-13 OR SIT-18 BOLTS 3"MIN. SUPPLIED WITH BASE O 2"CONDUIT TO �A� ENLARGED BOLThYASHER DETAIL i NEXT PULL BOX 0 rn 2"CONDUIT FROM tl s"MIN' .3 FROM PREVIOUS PULL BOX!' - m O Q 4 d PLAN VIEW SECTION A-A A 12"ANCHOR BOLTS Z - d a d d a AS REQUIRED d d C CONCRETE COMPRESSIVE STRENGTH o NT$C NT$C - d VAGG0 GATE.SI IN 8DAVS ' 1'AGGREGATE. ALTERNATEANCHOR 4 Q L BOLT INSTALLATION OR 528'18 BOLTS S G d G - - R6 REBAR @WO.C. OL a a Q ELECTRICAL BID ALTERNATE #4REBAR@6"Q.D. a ° a ° r N O FRONT VIEW N O N FUTURE LIGHTING TRENCH , CONDUIT AND PULL BOX DETAILS NTS STALE: 2 SERVICE PEDESTAL DETAIL NTS SCALE: E1A � ui p TH LANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT 52 MARK REVISIONS APPR. DATE APPROPRI ONDITIONS OFOEVELOPMENT AND/OR CITY AN E CITY OF LAKE ELSINORE SHEET a LAWS AND HAVE FOUNDACCEPTABLE FBA Engineering QR S FOR c SPRING STREET 74 Cones I Elect 1 Engineers F 0/2 ELECTRICAL DETAILS OF m FBA 10/16/2020 150 Pemzn"o Ave"ee serve AlzO * 09-39-22 * SCALE" BENCHMARK: SHEETS Caste Mesa,CA 92828 .C) 9488529995"949.852A,35711ex) Q. W 'RE HABIB,R o.83156 DATE DATE roeee9,.aam sj TR1 �Q NONE FILE No. CITY EN GI FB—bNumber 1181001 Cr CAUE LLCI LAKE ELSINORE DATE: 10/16/2020 019-051 SYMBOL LIST ELECTRICAL BID ALTERNATE ELECTRICAL BID ALTERNATE ® GROUND MOUNTED PEDESTAL,TYPE AS NOTED. EXISTING SCE EXISTING SCE POLE MOUNTED O- LIGHT FIXTURE AND CONCRETE BASE. POLE MOUNTED TRANSFORMER TRANSFORMER j,_,l-0 FUTURE POLE MOUNTED STREET LIGHT. A A A CONDUIT RUN BELOW GRADE. "A' I I --------J ——E—— EXISTING UNDERGROUND CONDUIT. r 3"C.WITH SCE CO. SERVICE PEDESTAL"PDS-3 3"C,WITH SCE CO. SERVICE PEDESTAL SERVICE CONDUCTORS ❑ CONCRETE PULLBOX FLUSH WITH GRADE. 1201240V,1-PHASE,3W SERVICE CONDUCTORS 120/24OV,1-PHASE,3W PHOTOCELL 100AMP 100AMP 1 DETAIL CALLOUT-SEE DETAIL"1"SHEET XX. M SCE METER � \ 1 LIGHTING FIXTURE CALLOUT"1"INDICATES TYPE PHOTOCELL 100A ) MAIN 310 NUMBER PER FIXTURE SCHEDULE."310"INDICATES f-41 M SCE METER FOR FUTURE 2P TOTAL FIXTURE WATTAGE. STREET LIGHTING ac /1 1 PLAN NOTE CALLOUT.REFER TO CORRESPONDING 20A 1 BOA \ MAIN 20A-iP OB NOTE ON DRAWING WHERE CALLOUT OCCURS. 2P J 2P / 20 AMP MULTI-POLE 20A-lP OB n CONTACTOR 1P SINGLE POLE 20A-1 P OA 20A-1P OA c Pc /1 2P DOUBLE POLE �\ 20A 1P SPARE 0 20A iP OB 20 AMP MULTI-POLE 3P TRIPLE POLE 20A-lP OB 20A-lP OB n CONTACTOR CIRC.,CKT. CIRCUIT SPARE 20A-IPOA PDS1-22"C.O. HIPDS4-1(2"C.O.) DSi-12"C.O. n I SPARE PDS2-2(2"UK C.O.) P 22- C C CONDUIT 20A-iP OB OR OR C.O. CONDUIT ONLY. PDS4-2(2"C.O.) AMP,A AMPERE MTO MOUNTED PDS3-1(2-C.O.) NEC NATIONAL ELECTRICAL CODE NO.or# NUMBER J-BOX JUNCTION BOX FUTURE STREET LIGHTS KVA KILOVOLT AMPERES IRRIGATION " CONTROLLER FUTURE STREET LIGHTS PH.or PHASE 100 WATTS ,I PEDESTAL#3 SINGLE LINE DIAGRAM 'CANTS 3 PEDESTALS#1,#2,AND#4,SINGLE LINE DIAGRAM SCALE I GENERAL NOTES 1.COORDINATE ALL WORK WITH SCE CO. ELECTRICAL BID ALTERNATE CONTACT: MR.JOSE CAMARENA SOUTHERN CALIFORNIA EDISON CO. EXISTING SCE EXISTING SCE 24487 PRIELIPP DRIVE, POLE MOUNTED POLE MOUNTED WILDOMAR,CA 92595 TRANSFORMER TRANSFORMER (909)276-9645 2.VERIFY EXACT LOCATIONS OF IRRIGATION CONTROLLERS WITH IRRIGATION CONTRACTOR PRIOR TO ROUGH-IN WORK. 3.ALL CONDUIT BELOW GRADE SHALL BE PVC SCHEDULE 40. 3"C.WITH SCE CO. 3"C.WITH SCE CO. 4.ALL CONDUCTORS SHALL BE COPPER TYPE THHN/THWN. SERVICE PEDESTAL#6 SERVICE CONDUCTORS SERVICE PEDESTAL#5 SERVICE CONDUCTORS LAKE ELSINORE SPRING STREET PROJECT 120/24OV,1-PHASE,3W PDS#5 120/24OV,1-PHASE,3W PDS#5 5.ALL CONDUIT ABOVE GRADE SHALL BE GALVANIZED RIGID STEEL. PEDESTALS FOR FUTURE STREET LIGHTING LOAD CALCULATION 100AMP 100AMP PHOTOCELL QUANTITY OF POWER OF TOTAL CONNECTED QUANTITY OF MAXPOWEROF LANDSCAPE LANDSCAPE POWER OF EACH M SCE METER M SCE METER PEDESTAL# FUTURELIGHTS EACHLIGHTPOLE CONTROLLER CONTROLLER PEDESTAL 3 1 17 150 0 100 2550 20A \ 100A MAIN 1 MAIN c 2 12 150 0 100 1800 2P J 2P J 0 � 3 13 150 1 100 2050 PC a 17 150 0 100 2550 /\ /1 00I 5 20 50 1 D 100 1 3000 20A-lP OA 20A-lP OB 20 AMP MULTI-POLE w s 0 150 100 100 0 20A-lP OB n CONTACTOR 0 20A-lPOB 20A-1POA w /1 20A-1P OB o PDS6-1(2"C.O.) PDS5-3(2"C.O.) PDS5-1(2"C.O.) rn 3 m O d PDS5-2(2"C.O.) z o Y 4' a IRRIGATION IF BID ALTERNATE WILL BE CONTROLLER10 WATTS FUTURE STREET LIGHTS s ACCEPTED,REFER TO DETAIL "3"FOR PEDESTAL#3 N O N O N PEDESTALS FOR FUTURE STREET LIGHT LOAD CALCULATION SCALE: 5 PEDESTAL#3 AND#6 SINGLE LINE DIAGRAM SCALE 4 PEDESTALS#5, SINGLE LINE DIAGRAM SCALE: 2 E1 B NTS NTS NTS ui p rAPPROPRIA E NS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT 53 MARK REVISIONS APPR. DATE DITIONS OF DEVELOPMENT AND/OR CITY TATECITY OF LAKE ELSINORE SHEETa WS AND HAVE BE UND ACCEPTABLE FOR FBA Engineering QR S c SPRING STREET 74 Conwl4ng Elect 1 Engineers F 0372 FBA 10/16/2020 150 vamaNao Aveoae sana AlzO *N 09-30-22 * SCALE. BENCHMARK: SINGLE LINE DIAGRAMS OF SHEETS Costa Mesa,CA 92828 .� 9488529995"949.852A1 Ihx) Q. w REMON HABIB,130E o.83156 E DATE roeeag,,eem sj TR1 �P NONE FILE No. CITY EN G EEr I FBAJob Numbec 1181001 cAL�E coCI LAKE ELSINORE DATE: 10/16/2020 019-051 T RILEY STREET RILEY ST G) D _ I > — — D — - - -- - - -- - - -- - --- -- — — — - - -- - - — - - -- - - -- OU TFF CID I I I i I I I I i I I I I i I I I 3 0 w w 0 w E3 E4 ES Efi E7 EB E9 o 0 J m 3 m O y I Z o a d 0 a OVERALL SITE ELECTRICAL PLAN 0 1 o eo' % 200' O N SCALE: 1"=100'-0" SCALE:1 too'-oa NORTH E2A 0 ti p T LANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT MARK REVISIONS APPR. DATE APPROPR ONDITIONS OF DEVELOPMENT AND/OR CITY AN TE CITY OF LAKE ELSINORE SHEET 54 a LAWS AND HAVE FOUND ACCEPTABLE FBA Engineering QR S FOR c SPRING STREET 74 —ltng Elect 1 Engineers F OF lso vamanao n.eaae sananlzo H 10312 SCALE: 0 50' 100' BENCHMARK: OVERALL SITE SHEETS FBA 10/16/2020 09-30-22 Costa Mesa,CA 92828 9488529995x949.852.185]Ihx) P ELECTRICAL PLAN w REMON HABIB,RC 3156 ATE DATE roaeae..�on, J) iR1 �Q 1"=100' FILE No. CITY ENGIN FB—bNumber 1181001 9�Or CAVE LLCITY KE ELSINORE DATE: 10/16/2020 019-051 POE ST I I I e I r_ 1 m I I 0 e a I LANGSTAFF I ST -. m .• / . E,4 i O E15 I m I = I I rl I. RILEY ST RILED I I E13 I I D I I D m I I I __ e a c I I I I ro I I I I �I m N W O F o E10 E11 E12 J m 3 m O d Z 0 a d 0 a OVERALL SITE ELECTRICAL PLAN 0 1 o eo' 100 2 O N SCALE: 1"=100'-0" SCALE:1 too'-oa NORTH E213 0 ti p TH NS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT 55 MARK REVISIONS APPR. DATE APPROPRIA ONDITIONS OF DEVELOPMENT AND/OR CITYA ATE CITY OF LAKE ELSINORE SHEET a LAWS ANDHA"EB OLNDACCEPTABLE FBA Engineering QR S FOR c SPRING STREET 74 C lt,ElWn.l Engineers F FBA 10/16/2020 150 vamanao n.eaae sanantz0 H 09-30-22 SCALE: 0 50' 100' BENCHMARK: OVERALL SITE OF SHEETS Costa Mesa,CA 92828 9088529995�909.852d85]Ihx) P ELECTRICAL PLAN W CITY N HABIB,RC .83156 TE DATE roeea9,.eem si iR9 �P 1"=100' FILE No. CITY ENGI EFr FBN Job Number 1181001 9�G`CAL�E LLCI KE ELSINORE DATE: 10/16/2020 019-051 �l 2 m D r D m I I I I Lo SCRIVEN R ST / I I I I m D r :\ r /ov p D < m I _ -< I �l ' l LOW LL ST / 9 I / rov - o, re 7 - - / E18 / o• I J. ao w � (r\ o Ei7 I I 0 0 J C] Z o T a o a OVERALL SITE ELECTRICAL PLAN 1 o eo' 100' 200' O N SCALE: 1"=100'-0" AmmmmmmmmiiiiI SCALE:1 100'-0^ NORTH E2C 0 ti p lA',w&,-R-. IEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT 56 MARK REVISIONS APPR. DATE F DEVELOPMENT AND/OR CITYA ATE CITY OF LAKE ELSINORE SHEETS AACCEPTABLE FBA Engineering QR S FOR c SPRING STREET 74 CCnwl4ng Eleclncel Engineers F FBA 10/16/2020 150 Peelan-A. -sere A120 H 09� Caste Mesa,CA 92828 30-22 SCALE: 0 50' 100' BENCHMARK: OVERALL SITE OF SHEETS 9488529995x949.852.185]Ihx) s P Q ,^=,00Imm" ELECTRICAL PLAN FILE No. w REMON HABIB,RC .83156 �TE DATE roeengr.cam l iR� CITY ENGI FB—bNumber 1181001 Cr CAUE m CITY KE ELSINORE DATE: 10/16/2020 019-051 w w z_ w w J w U co w ' co UTILITY POLE WITH HIGH VOLTAGE i PDSi-1 CONDUCTORS(TYP.) 2 \ PDSi-1 PDS1-1 PD11-1 E1A P PDSi 1 PDS1-1 PDSi-1 PDSi-1 / \ _ - I w \w w \ w w w w w w C c G c W W W W W W s 5 s L$PRING STREET s S S w w w w w w w w w w w s s o s s s s s s s s y m m m n W N ti m ' a y � 0 3 ao �I M W O O o 3 1 J m 3 m O d Z ELECTRICAL BID ALTERNATE a Ia SPRING STREET ELECTRICAL PLAN #1 0 10' 20' 40' 1 O N SCALE: 1"=20'-0" SCALE:1"=20'-0^ NORTH E3 0 ti p THES S HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT 57 MARK REVISIONS APPR. DATE APPROPRIAT DITIo SOF DEVELOPMENT AND/OR CITY TATE CITY OF LAKE ELSINORE SHEET o_ LAWS AND HAVE BE NO ACCEPTABLE FBA Engineering QR S FOR c SPRING STREET 74 —ltng Elect 1Engineers F FBA 10/16/2020 15op.ml.mo A. -S. A120 H 09�30-22 SCALE: 0 10' 20' BENCHMARK: SPRING STREET OF SHEETS .� 9488529995.9 98852.1—(] .) * Q. W REMON HABIB,IjCH o.83156 DATE roae„g,— Jl TR9 �P 1'=20' ELECTRICAL PLAN #1 FILE No. CITY ENG EEF2 FB—bNumber 1181 oo1 9�G`CALVE LLCI LAKE ELSINORE DATE: 10/16/2020 019-051 PLAN NOTES OPROVIDE 17"X 30"X 24"D.CONCRETE PULL BOX WITH BOLT-DOWN TRAFFIC COVER. ENGRAVED:"POWER". PROVIDE 3"CONDUIT FOR SECONDARY FEEDER CONDUIT OF ELECTRICAL PEDESTAL. S o- e • w LJJ \ z H M / \ L1J LJJ PDS1-2 V \ J LJJ w I ® U C0 w LLj z Lu J Q w co CIO W I Q C/D I • o I PDS2-2 ' SERVICE PEDESTAL#1-"PDSi" E1A • (TYP.) E1A a SERVICE PEDESTAL#2-"PDS2" E1A T(k PDS1-1 PDSi-1 PDSi-1 PDSi-1 3 PD82-2 2 PDS2-2 1 2 PDS2-2 y © • • • ' ', • 4 • • • • • I W O w C w O w G W O W W W S I S S S SPRING STREET S s SPRIN S s s s w w w w w w w Y� w s s s s s s S s s a s s- B kSIN SD C RB z - m a 3 - PDS2-1DS2 1 0 1 ' s + z PDS1-2 PDS2-1 • � I 0 z vl m PDS2-1 w a o o 3 m 4 d • ELECTRICAL BID ALTERNATE a o SPRING STREET ELECTRICAL PLAN #2 0 10' 20' 40' N SCALE: 1"=20'-0" O SCALE:1"=20'-0^ NORTH E4 0 ti p �A-pw�PR.,RAN-HvN-D- IEWEDFOR COMPLIANCE WITH THE PREPAREDBY: SEAL GREEN STREETS PROJECT 58 MARK REVISIONS APPR. DATE DEVELOPMENT AND/OR CITYA ATE CITY OF LAKE ELSINORE SHEETACCEPTABLE FBA Engineering QR S FOR c SPRING STREET 74 Cons ltng Elect 1 Engineers F FBA 10/16/2020 150v l.d on.e�ee senenlza H 09-30-22 SCALE: 0 10' 20' BENCHMARK: SPRING STREET OF SHEETS .� .9'. 995�•998852.1—(] .) * Q. w REMON HABIB,R .83156 TE DATE roeengr.cem `rl iR9 �Q 1"=20' ELECTRICAL PLAN#2 FILE No. CITY ENGI FB—bNumber 1181001 9�G`CAUE LLCI KE ELSINORE DATE: 10/16/2020 019-051 PLAN NOTES OPROVIDE 17"X 30"X 24"D.CONCRETE PULL BOX WITH BOLT-DOWN TRAFFIC COVER. ENGRAVED:"POWER". - O PROVIDE 3"CONDUIT FOR SECONDARY FEEDER CONDUIT OF ELECTRICAL PEDESTAL. OPROVIDE 1"C:2#8,1#10 GRID.FOR POWER TO IRRIGATION CONTROLLER. W W • W W W z Z W W J J W 2 2 2 2 co U U Ln `i 1 ¢ QI Ji w co PDS3-2 • 1 1 ' I • I 2 E1A SERVICE PEDESTAL 43-"PDS3" E1A (TYP) PDS3-2 PDS2-2 PDS2-2 PDS3-2 PDS3-2 PDS3-2 PD83-2 E SCE POLE 564462E p 1 1 2 1 3 W W W W W IRRIGATION CONTROLLER W W W W STREET SPRING STREET PEDESTAL — — — S S S S wi S PDS3-1 S S S S W W W W W x W W W W r4 4 S S S S S e ,� CONCyR % — e� • • PDS3-1 7PDS3-1 � _� 1 PDS2-1 �• PD83-1 _ \ PDS3-1 I 4 � 3 _ i PDS3-1 d o W 3 0 0 PDS3-1 0 J C7 Z POWER EXTENSION FROM SCE POLE o #1564462E TO PEDESTAL#3 AND FROM 1 PEDESTAL#3 TO IRRIGATION CONTROLLER 1 ARE PART OF THE BAS BID BUT THE REST Y o ' OF WORKS ARE BID ALTERNATE SPRING STREET ELECTRICAL PLAN #3 0 10' 20' 40' N SCALE: 1"=20'-0" O SCALE:1"=20'-0a NORTH E5 0 ti p fA-pw-p-R.�,ATWED FOR COMPLIANCE WITH THE PREPAREDBY: SEAL GREEN STREETS PROJECT 59 CITY MARK REVISIONS APPR. DATE WE FORC T AND MPLIAN EWIT STATECITY OF LAKE ELSINORE SHEETSCCEPTABLE FBA Engineering QR S FOR c SPRING STREET —ltng Elect 1 Engineers 74 FBA 10/16/2020 09-30-22 SCALE: o' lso vamanao n.eaae sananlzo `�H 10372E 0 10' 20. BENCHMARK: SPRING STREET OF SHEETS Costa Mesa,CA 92828 .� 948852 9995•949.852A—(hx) Q. w REMON HABIB, 0.83156 DATE maeag..�om Jl iR9 �Q ,"=20' ELECTRICAL PLAN #3 FILE No. CITY EN R FB—bNumber 1181001 9�CF CAUEc�`' LLC FLAKE ELSINORE DATE: 10/16/2020 019-051 PLAN NOTES Lf� I I ~ 1D PROVIDE 17"X 30"X 24"D.CONCRETE PULL BOX WITH BOLT-DOWN TRAFFIC COVER. ENGRAVED:"POWER". LLI� Z LLI Lu L O PROVIDE 3"CONDUIT FOR SECONDARY FEEDER CONDUIT OF ELECTRICAL PEDESTAL. W I • z I W W W c= U U w Q Q w C0 PDs41 co I I � 1 1 ) O ,'I 1 1 • Q PDS4-1 1 SERVICE PEDESTAL#4-'PDS4' E1A r P 41 PDS41 PDS4-1 PDS4-1 PDS4-1 PDS4-1 PDS4-1 , - Ts • T • -- • • S S -S S S W G 4"G G G G GAS G G G d W 6"WATER W W W W W 6 WATER -/FIS(:F PDI F#15Add.AAF W W W W STREET- — T WATER — — W W S S" W S W W S B DR14 C900 PVL ATER S PDS42 PD84-2 2 PDS4-2 PDS4-2 PDS4-2 PDS4-2 EtA (TYP.) Y b •le°~ 3 0 0 � y �I PDS4-2 m w 1 3 a• 1 o 0 w o le� I J •I< m 3 y■O DWI d Z •, o ELECTRICAL BID ALTERNATE a d 0 SPRING STREET ELECTRICAL PLAN #4 0 10' 20' 40' N SCALE: 1"=20'-0" O SCALE:1"=20'-0^ NORTH E6 0 ti p THES S HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT 60 MARK REVISIONS APPR. DATE APPROPRIAT DITIONS OF DEVELOPMENTAND/OR CITY TATE CITY OF LAKE ELSINORE SHEET o_ LAWS AND HAVE BE NO ACCEPTABLE FBA Engineering QR S FOR c SPRING STREET 74 —ltng Elect 1 Engineers F FBA 10/16/2020 lso vaman�o n.e�"e s"nentzo H 09�39-22 SCALE: 0� BENCHMARK: SPRING STREET OF SHEETS .� 9488529995.9 98852.1—(] .) * Q. w REMON HABIB,RG 0.83156 DATE roae„g,— Jl TR9 �P 1"=20' ELECTRICAL PLAN #4 FILE No. CITY EN R FB—bNumber 1181001 9�CF CAUE ' LLCI LAKE ELSINORE DATE: 10/16/2020 019-051 PLAN NOTES OPROVIDE 17"X 30"X 24"D.CONCRETE PULL BOX WITH BOLT-DOWN TRAFFIC COVER. ENGRAVED:"POWER". OPROVIDE 3"CONDUIT FOR SECONDARY FEEDER CONDUIT OF ELECTRICAL PEDESTAL. • 00 / W Ji WLu W Z_ Z W W J J W 2 2 \ 2 2 U) U \ y U U) LLJ w 1 Q < 1 U)U) ~y W PDS5-2 SERVICE PEDESTAL#5-"PDS5' EtA 3 �333 0 � 2\ (TYP.) S 2 PDS5- E1A /PDS5-2 1 i • \ PDS5-2 PDS5-1 PDS5-1 I S PDS \ PDS5-3 II PDS5) G S SFW S S ' 2� S • — 4' DS5 W W s S s _ W 2"WA R S S S 24"SEWER S PDS5-1 S S S S 24"SEWER S S ' P P P P b— — S p y y PDS5-1 PDS5-1 m I � PDS5-1 y > 1 mQ� a 1 d 3 0 0 � PDS5-1 • 33 �I n w 0 • 0 J .Y( O1 3 33 O • \ 4 Z Z 1 1 d �• o i ELECTRICAL BID ALTERNATE a • o 33 SPRING STREET ELECTRICAL PLAN #5 0 10' 20' 40' 1 O N SCALE: 1"=20'-0" SCALE:1"=20'-0^ NORTH E7 0 ti p TH NS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT 61 MARK REVISIONS APPR. DATE APPROPRI ONDITIONSOFDEVELOPMENT AND/OR CITYA ATE CITY OF LAKE ELSINORE SHEET o_ LAWS ANDHAVEB OUNDACCEPTABLE FBA Engineering QR S FOR c SPRING STREET 74 —ltng Elect 1 Engineers F FBA 10/16/2020 15o Paman�on. -S-A120 H 09-30-22 SCALE: 0 10' 20' BENCHMARK: SPRING STREET OF SHEETS .� 9488529995.9 98852.i—(] .) * Q. w REMON HABIB,RC .63156 TE DATE roae„y,,�om Jl TR9 �Q 1"=20' ELECTRICAL PLAN#5 FILE No. CITY ENGI FB—bNumber 1181001 9�G`CAUE LLCITY KE ELSINORE DATE: 10/16/2020 019-051 w W w w z w W J W co U U co � ' � ' ui N � � L.3; (TYP.) EZA UTILITY POLE WITH HIGH VOLTAGE CONDUCTORS(TYR) APDSI-I PDS5-2 PDS5-2 PDS5-2PDS5-3 PDSS-3 PDSS-3 SVDS5-3 PDS5-3 PDS5.3 w 3 ` 3 7- -- nb S S S S $ S S ° 3 W W W W W 8"DR14 C9oC PVC WATER W WSPRING STREET W W Y S S S S S S S S 24"SEWER S �P P P P P P P P P F ti e 1 � 1 f a T CD CB O Z O i ao N 1 N �I p o N 1 w 1 o o J m 3 m O d Z ELECTRICAL BID ALTERNATE a d 0 a SPRING STREET ELECTRICAL PLAN #6 0 10' 20' 40' N SCALE: 1"=20'-0" O SCALE:1"=20'-0^ NORTH E$ 0 ti p THES NS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT 62 MARK REVISIONS APPR. DATE APPROPRIAT DITIONS OF DEVELOPMENT AND/OR CITY ATE CITY OF LAKE ELSINORE SHEET o_ LAWS AND HAVE BE UNDACCEPTABLE FBA Engineering QR S FOR c SPRING STREET —ltng Elect 1Engineers 74 FBA 10/16/2020 09-30-22 SCALE: o' lso vaman�o n.e��e s�nenlzo `�` H 10312E 0 10' 20' BENCHMARK: SPRING STREET OF SHEETS .� 9488529995.9 98852.1—(] .) * Q. w REMON HABIB,R .831% E DATE roae„y,,°om Jl TRH �Q ,•=20' ELECTRICAL PLAN #6 FILE No. CITY EN GI FB—bNumber 11819o1 9�T CAUE LLCI KE ELSINORE DATE: 10/16/2020 019-051 00 w w w W J 2 2 c U LL1� Q ' s= S 6"SEWER SPRING STREET M -P W a b. �m !6VIMb 3 0 0 ao W O O o NO ELECTRICAL WORK ON THIS SHEET- 3 FOR REFERENCE ONLY o` d z o a d 0 a SPRING STREET ELECTRICAL PLAN #7 0 10' 20' 40' N SCALE: 1"=20'-0" O SCALE:1"=20'-0^ NORTH E9 0 ti p THE �BEE EWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT 63 MARK REVISIONS APPR. DATE APPRODEVELOPMENT AND/OR CITY ATE CITY OF LAKE ELSINORE SHEET o_ LAWS CCEPTABLE FBA Engineering QR S FOR c SPRING STREET 74 —ltng Elect 1Engineers F FBA 10/16/2020 15o vaman�o n.e��e s�nenlzo H 09-30-22 SCALE: 0 10' 20' BENCHMARK: SPRING STREET OF SHEETS .� 9488529995.9 98852.1—(] .) * Q. W REMON HAUB,R o.63156 TE DATE roae„y,,om Jl TR9 �Q 1-20' ELECTRICAL PLAN#7 FILE No. CITY ENG E FB—bNumber 1181001 9�C%-CAUEc�`' LLCI KE ELSINORE DATE: 10/16/2020 019-051 Lu LU z � Ji co Li < co -:4- ---------- — 7,.— 1� SPRING STREET a. X, x > < U) I II i X m m ao NO ELECTRICAL WORK ON THIS SHEET- FOR REFERENCE ONLY z o r---,SPRING STREET ELECTRICAL PLAN #8 0 10' 20' 40' SCALE: 1 20'-0" O 6%mmm%immm SCALE:1"mmm 20'-0" NORTH E10 ti GREEN STREETS PROJECT CITY OF LAKE ELSINORE SHEET 64 HES NS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL MARK REVISIONS APPR. DATE APPR-'RIAT IT NS OF DEVELOPMENT AND/OR LAWS . V.. ".. r QR s FOR AN�HAE A C.PTA.LE FBA Engineering SPRING STREET —ltng Elect1 Eng,—,, 74 OF FBA 10/16/2020 09-1003 10' 20' BENCHMARK: SHEETS 110- * SCALE: 0 SPRING STREET E 9995.949,852A—(�.) wl REMON HABIB,RC �K.93156 DATE —­— 07 TR\ 1—20' ELECTRICAL PLAN#8 FILE No. < CITY EN ItFB—b—b-1181,001 c \� co CITY -N'3' DATE: 10/16/2020 019-051 Y�KE ELSINORE O CV W LU LU LU � Z Z w W J J W LU 2 2 2 2 co U U co LU LU 7 W co (!J SPRING STREET 1 — r 1 3 I m v D m z a 1 I 0 w �I W 0 0 w ° 1 I 8 9 NO ELECTRICAL WORK ON THIS SHEET- 3 FOR REFERENCE ONLY o` d z o ' I a d 0 a M SPRING STREET ELECTRICAL PLAN #9 0 10' 20' 40' N SCALE: 1"=20'-0" O SCALE:1"=2o'-oa NORTH Ell 0 ti p THIES �BEUND WED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT 65 MARK REVISIONS APPR. DATE APPRODEVELOPMENT AND/OR CITY ATE CITY OF LAKE ELSINORE SHEET a LAWS CCEPTABLE FBA Engineering QR S FOR c SPRING STREET C Itw gElecl 1Engineers 74 FBA 10/16/2020 09-30-22 o' tso vamaNao Aveoae sana Atzo H 10312E SCALE: 0 10' 20' BENCHMARK: SPRING STREET OF SHEETS Costa Mesa,CA 92825 9488529995.949.852A—(] x) J, P Q 1•-20' ELECTRICAL PLAN #9 FILE No. w REMON HABIB,R fH o.83156 E DATE roeeae..een, l TR9 CITY ENGI FBAJob Number 1181001 Cr CAUE LLCI LAKE ELSINORE DATE: 10/16/2020 019-051 M W W W Z J W W J 2 2 2 2 U co w ' Q ' co c O T T \ T T T — SPRING STREET 8"SEWER Po aga W W W p p S S 24 SEWER 1 1 N C r IT m A w IT IT a ' 0 ao �I N W O O O ' NO ELECTRICAL WORK ON THIS SHEET- 3 FOR REFERENCE ONLY o` d z o ' a d 0 a M SPRING STREET ELECTRICAL PLAN #10 0 10' 20' 40' 1 O N SCALE: 1"=20'-0" SCALE:1"=2o'-oe NORTH E12 0 ti p TAP SHAVE BEEN REVIEWED FOR P.COMPLIANCE W�THECITYPREPARED BY: SEALGREEN STREETS PROJECT 66 MARK REVISIONS APPR. DATE APPROPRIATE IEENSEVIEWE FORC MPLIANTAND EW CITY OF LAKE ELSINORE SHEET o_ LAWS AND HAVE BEE ND ACCEPTABLE FBA Engineering QR S FOR c SPRING STREET 74 -ltng Elect 1 Engineers F FBA 10/16/2020 iso vemeN�o n.e�ee seneniza H 09-30-22 SCALE: 0 10' 20' BENCHMARK: SPRING STREET OF SHEETS .� 9088529995�i998852.185]Ihx) * Q. W REMON HABIB, 0.83156 DATE roeengr.cem `rl TR9 �Q 1"=20' ELECTRICAL PLAN#10 FILE No. CITY EN R FBA Job Number 1181001 9�CF CAUEc�`' LLC F LAKE ELSINORE DATE: 10/16/2020 019-051 SEE SHEET E14 PLAN NOTES MATCH LINE O PROVIDE ""X 30"X 24 D.CONCRETE PULL BOX WITH BOLT-DOWN TRAFFIC COVER. ENGRAVED: • OPROVIDE 3"CONDUIT FOR SECONDARY FEEDER CONDUIT OF ELECTRICAL PEDESTAL. OPROVIDE 1"C:2#8,1#10 GRD.FOR POWER TO IRRIGATION CONTROLLER. • • x D • O • a' ® m z c m RILEY STREET 1 (E)SCE POLE#4896557E 2 2 • r I � 1 2 ❑ E1A SERVICE PEDESTAL#6-"PDS6" 3 PDS6-1 IRRIGATION CONTROLLER PEDESTAL 1 I _ \ O rn a ° w y:, o �_ O A leti J .4 OI �1 yp N y e 1� o �. MATCH LINE o SEE SHEET E4 M SPRING STREET ELECTRICAL PLAN #11 0 10' 20' 40' 1 O N SCALE: 1"=20'-0" SCALE:1"=20'-0" NORTH E13 0 ti p rAPPROPRIA NS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT 67 MARK REVISIONS APPR. DATE NDITIONS OF DEVELOPMENT AND/OR CITY TATECITY OF LAKE ELSINORE SHEETS AND HAVE B OUND ACCEPTABLE FBA Engineering QR S FOR c SPRING STREET 74 —ltng Elect 1Engineers F FBA 10/16/2020 150 vaman"o n.e""e s"nentzo H 09�30-22 SCALE: BENCHMARK: SPRING STREET OF SHEETS .� 9488529995.9 98852.1—(] .) * Q. w REMON HABIB, 0.83156 TE DATE roae„g,— Jl TR9 �Q 1"=20' ELECTRICAL PLAN #11 FILE No. CITY ENG FBN Job Number 1181 001 9�LF CAVE LLCI LAKE ELSINORE DATE: 10/16/2020 019-051 Ln w w L z_ w w J 2 = cf) U LwLI ' Q u) I� z © o 1 4 m a • e • • • • e q' e • • a • • • 41 a. ' LANGSTAFF STREET O 1 I F m �_ 1 m m • • D ' v I'm z m m • 3 ' a r o • I �I v W 0 0 ®E3 0 1 • NO ELECTRICAL WORK ON THIS SHEET- \ FOR REFERENCE ONLY d I • � z / MATCH LINE SEE SHEET E13 a M SPRING STREET ELECTRICAL PLAN #12 0 10' 20' 40' 1 ( ) N SCALE: 1"=20'-0" SCALE:1"=2o'-oa NORTH E14 0 ai p THIES�BE WED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT 68 MARK REVISIONS APPR. DATE APPRDEVELOPMENT AND/OR CITY TATE CITY OF LAKE ELSINORE SHEET a LAWCCEPTABLE FBA Engineering QR S FOR c SPRING STREET 74 Conwl4ng Eleclncel Engineers F FBA 10/16/2020 150 vamanao n.eaae sanenlz0 H 09�30-22 SCALE: 0 10' 20' BENCHMARK: SPRING STREET OF SHEETS Costa Mesa,CA 92828 9488529995.949.852.1—(] .) s Q 1-20' � ELECTRICAL PLAN #12 FILE No. w REMON HABIB, EH o.83156 E DATE roeeagr.cem l iR9 CITY ENT FBN Job Number 1181 001 9�LF CAVE LLCI LAKE ELSINORE DATE: 10/16/2020 019-051 SEE SHEET E16 MATCH LINE • / LU Lu LU LU G) 2 2 z ® U cn D Q LU LU U) O D / G Z O m m � LANGSTAFF STREET a= yj a=aa= as 1 p ® $ eb • • : m 3 a 0 ao �I N p I ' O o NO ELECTRICAL WORK ON THIS SHEET- 3 FOR REFERENCE ONLY o` d z o a d 0 a M SPRING STREET ELECTRICAL PLAN #13 0 10' 20' 40' 1 O N SCALE: 1"=20'-0" SCALE:1"=2o'-oe NORTH E15 0 ti p THES�BE WED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT gg MARK REVISIONS APPR. DATE APPRDEVELOPMENT AND/OR CITY ATE CITY OF LAKE ELSINORE SHEET o_ LAWSCCEPTABLE FBA Engineering QR S FOR c SPRING STREET 74 Conwl4ng Eleclncel Engineers F FBA 10/16/2020 iso vemeN�o Avenue sane Aiza H 09�30-22 SCALE: BENCHMARK: SPRING STREET OF SHEETS .� 9488529995.998852A,357(h.) * Q. w REMON HABIB,R EI o.83156 E DATE roeengr.cem `rl TR9 �Q ,•=zo' ELECTRICAL PLAN #13 FILE No. CITY ENG FBA Job Number 1181901 9�LF CAL\F�` LLCI LAKE ELSINORE DATE: 10/16/2020 019-051 SEE SHEET E17 MATCH LINE a, aga, gs, POE STREET O a, ,q D 2 D • 3 m • z m • 3 a o • ao �I W • 0 o w • 0 NO ELECTRICAL WORK ON THIS SHEET- FOR REFERENCE ONLY z � I o \ a —— MATCH LINEo — \ SEE SHEET E15 M N 1 SPRING STREET ELECTRICAL PLAN #14 2°' 40 ' SCALE: 1"=20'-0" SCALE:V=20'-0" a NORTH E 16 d p THES S HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT 70 MARK REVISIONS APPR. DATE APPROPRIAT DI NU OF DEVELOPMENT AND/OR CITY TATE CITY OF LAKE ELSINORE SHEET o_ LAWS AND HAVE BE LINDACCEPTABLE FBA Engineering QR S FOR c SPRING STREET 74 Conwl4ng Eleclncel Engineers F FBA 10/16/2020 150 vwien�on.e2ee senenlza H 09�30-22 SCALE: ° BENCHMARK: SPRING STREET OF SHEETS .� 9488529995.9 98852.1—(] .) * Q. w REMON HABIB, 0.83156 DATE roeengrcem Jl�j' TR9 �Q �'=20' ELECTRICAL PLAN #14 FILE No. (CITY EN FB—b Number 1181 001 9`T c \E LLCI LAKE ELSINORE DATE: 10/16/2020 019-051 SEE SHEET E18 r MATCH LINE ` � I � I n n / O �� I I LINDSAY STREET b a, G) i D 3 m z i m m - 1 3 _ 0 ao • ' nl W 0 w 0 NO ELECTRICAL WORK ON THIS SHEET- 3 FOR REFERENCE ONLY o` • o d z a MATCH LINE o a SEE SHEET E16 M N 1 SPRING STREET ELECTRICAL PLAN #15 2°' 40 ' SCALE: 1"=20'-0" SCALE:V=20'-0"a NORTH E 17 d p THES �EEB WED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT 71 MARK REVISIONS APPR. DATE APPROEVELOPMENT AND/OR CITY STATE CITY OF LAKE ELSINORE SHEETWSCEPTABLE FBA Engineering QR S FOR c SPRING STREET 74 Conwl4ng Eleclncel Engineers F FBA 10/16/2020 150 vomen�o n.o�ee senenlz0 H 09�30-22 SCALE: °� BENCHMARK: SPRING STREET OF SHEETS .� 9488529995.9 98852.1—(] .) * Q. w REMON HABIB, 0.83156 DATE roee9—, `rl iR9 �Q ,•=zo' ELECTRICAL PLAN #15 FILE No. CITY EN R FB—bNumber 1181001 9jF Or c LLC LAKE ELSINORE DATE: 10/16/2020 019-051 SEE SHEET E19 MATCH LINE x' I � I t � 0 r. \� ' i — • / D 2 < m m KELLOGG STREET m � I • II � I I O I 1 � 3 \ / a \ ao �I m W o • 0 w • 0 • NO ELECTRICAL WORK ON THIS SHEET- 3 FOR REFERENCE ONLY o` • d z 0 MATCH LINE / SEE SHEET E17 M N 1 SPRING STREET ELECTRICAL PLAN #16 2°' 40 ' SCALE: 1"=20'-0" SCALE:V=20'-0"a NORTH E 18 ai p fA-,w-,sR.,RAT -- SHAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT 7`LMARK REVISIONS APPR. DATE DITIONS OFDEVELOPMENT AND/OR CITY STATECITY OF LAKE ELSINORE SHEETS AND HAVE BE UNDACCEPTABLE FBA Engineering QR S FOR c SPRING STREET 74 —ltng Elect 1 Engineers F FBA 10/16/2020 iso vemeN�o n.e�ee seneniza H 09�30-22 SCALE: °� BENCHMARK: SPRING STREET OF SHEETS .� 9488529995.9 98852.i—(] .) * Q. w REMON HABIB o.63156 DATE mee9-- `rl TR9 �Q T�=20' ELECTRICAL PLAN #16 FILE No. CITY EN R FBA Job Number 1181001 Cr LLC F LAKE ELSINORE DATE: 10/16/2020 019-051 SEE SHEET E20 MATCH LINE — m 1 1 1 1 I • I 1 1 i •m r- — I O I 1 I i i 1 � ag ag�, L, • I LOWELL STREET I 1 s, a G) — D • I m Z m / m / \ -- I 0 • I 1 1 3 \ a __ rnl O 1 w o \ / w • o • NO ELECTRICAL WORK ON THIS SHEET- FOR REFERENCE ONLY 4\ o MATCH LINEo SEE SHEET E18 N SPRING STREET ELECTRICAL PLAN #17 1 40 0 ,0' 20' ' O SCALE: 1"=20'-0" SCALE:V=20'-0" NORTH E 19 a d p THIES �BEUND WED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT 73 MARK REVISIONS APPR. DATE APPRODEVELOPMENT AND/OR CITY ATE CITY OF LAKE ELSINORE SHEET o_ LAWS CCEPTABLE FBA Engineering QR S FOR c SPRING STREET 74 Conwl4ng Elect 1Engineers F FBA 10/16/2020 iso vemeN�o Avenue serve Aiza H 09�30-22 SCALE: 0� BENCHMARK: SPRING STREET OF SHEETS 03 .� 9488529995.998852A65]Ihx) * Q. w REMONHABIB,R o.83156 E DATE roee„g,— J/ TR9 �Q 1'=zo' ELECTRICAL PLAN #17 FILE No. CITY ENG FBA Job Number 1181 001 9�Cr CAVE LLCI LAKE ELSINORE DATE: 10/16/2020 019-051 SCRIVENER STREET p o , s, ¢ m • m ' m 3 a D N • 3 W D O � G o RI m o m NO ELECTRICAL WORK ON THIS SHEET- 3 FOR REFERENCE ONLY o` d m � z / � MATCH LINE • o SEE SHEET E19 N 1 0 10' 20' 40 SPRING STREET ELECTRICAL PLAN #18 ' O SCALE: 1"=20'-0" SCALE:V=20'-0" NORTH E20 a d p THIES S HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT 74 MARK REVISIONS APPR. DATE APPROPRIAT ITIONS OF DEVELOPMENT AND/OR CITY TATE CITY OF LAKE ELSINORE SHEET o_ LAWS AND HAVE BEE ND ACCEPTABLE FBA Engineering QR S FOR c SPRING STREET 74 -ltng Elect 1 Engineers F FBA 10/16/2020 lso vemeN�o Avenue serve Alza H 09�30-22 SCALE: 0� BENCHMARK: SPRING STREET OF SHEETS .� 9088529995—i998852.185]Ihx) * Q. w 'RE HABIB,jCH'o.A3156 DATE roee„y,,eem Jl�j' TR9 �P 1'=zo' ELECTRICAL PLAN #18 FILE No. DITY EN ER FBAJob Number 1181001 9`T cA��E LLCl LAKE ELSINORE DATE: 10/16/2020 019-051