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HomeMy WebLinkAboutSPRING STREET URBAN GREENING 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 EMAIL:AHMAD.A.KHAND 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-4.2 SIGNAGE AND STRIPING PLAN INSTALLATION OF TEMPORARY FENCING SHALL NOT DETER OR HINDER ACCESS TO EXISTING AND NEW FIRE CONTACT:MARK PHONE:(949)52 g 95DAVIAN C-4.3 SIGNAGE AND STRIPING PLAN REPAIRHYDRANTS.FENCING SHALL BE IMMED IMMEDIATELY.CONTRACTOR SHALLREMOVE FEN CING NED IN A GOOD CONDITION UPON THE COMPLETION OF THE WORK AND 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 CURB AT EAST CORNER INTERSECTION LP-1.4 LANDSCAPE PLANTING PLAN 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 PROJECT SITE LP-2.2 LANDSCAPE PLANTING LEGEND - 10/16/2020 LP-2.3 LANDSCAPE PLANTING DETAILS r MICH SIN LET (RLA 2386) DATE LEGAL DESCRIPTION: LP-2.4 LANDSCAPE PLANTING DETAILS 26 SHEETSp RIGHT OF WAY ON SPRING STREET, E1A ELECTRICAL DETAILS NORTH RILEY L NGSTA F STREET, WEST GRAHAM E1B SINGLE LINE DIAGRAMS SITE INSPECTION TEAM: AVENUE,LANGSTAFF STREET, WEST 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 „a�R1H C. RESIDENT ENGINEER FROM PUBLIC WORKS DEPARTMENT,CONSTRUCTION MANAGEMENT AND E3 SPRING STREET ELECTRICAL PLAN D1 FIELD SERVICES DIVISION E4 SPRING STREET ELECTRICAL PLAN 112 DISCIPLINE CODE APPLICABLE STANDARD DRAWINGS D. PROJECT MANAGER ABBREVIATIONS E5 SPRING STREET ELECTRICAL PLANm E. CONSULTANT EL,ELEV ELEVATION E6 SPRING STREET ELECTRICAL PLAN❑i C CIVIL ENGINEERING AND SPECIFICATIONS: E,ELEC ELECTRIC E7 SPRING STREET ELECTRICAL PLAN E5 L LANDSCAPE ARCHITECTURE A. CITY OF LAKE ELSINORE STANDARD DRAWINGS(CURRENT EDITION). SITE CONSTRUCTION INSPECTION STAGES: 6 E8 SPRING STREET ELECTRICAL PLAN D E ELECTRICAL ENGINEERING B. DISABLED ACCESS REGULATIONS,TITLE 24,(CURRENT EDITION)AND Oo Dig Alert EX,EXIST EXISTING PRE-CONSTRUCTION MEETING. FH FIRE HYDRANT E9 SPRING STREET ELECTRICAL PLAN O7 CALIFORNIA STATE ACCESSIBILITY STANDARDS INTERPRETIVE 1. c o a E10 SPRING STREET ELECTRICAL PLAN DB MANUAL CURRENT EDITION PREPARED BY THE OFFICE OF THE 2. DEMOLITION MARK-OUT(IF APPLICABLE). FL FLOW LINE PROJECT DATA ( ) 3. ROUGH GRADING AND DRAINAGE. 81'1/800-227-z6o0' FS FINISHED SURFACE E11 SPRING STREET ELECTRICAL PLAN 09 STATE ARCHITECT AND THE DEPARTMENT OF REHABILITATION. 4. IRRIGATION MAINLINE PRESSURE TEST. GV GATE VALVE E12 SPRING STREET ELECTRICAL PLAN D10 1. CONDITION OF SOIL:THE C. AMERICANS WITH DISABILITIES ACT REGULATION:ADAAG(THE 5. IRRIGATION LATERAL LINE PRESSURE TESTS. IE INVERT ELEVATION E13 I SPRING STREET ELECTRICAL PLAN Ell 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 D13 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 Ell 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 IJ16 3. LANDSCAPE AREA(ADD OF TRANSPORTATION(CURRENT EDITION). AS-BUILTS). TW TOP OF WALL E19 SPRING STREET ELECTRICAL PLAN D17 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 018 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 j/ ryf/fin_ 74 Q C%•y 3-04-2021 L/2"`�' 10/16/2020 �• 2 SCALE: N/A BENCHMARK: TITLE SHEET OF SHEETS Exp.9 30 21 A M REMON HABIB,RCE No.83156 DATE DATE a FILE No. 1 1 1 CITY ENGINEER J?�Tf OF CA4F 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 UTIUTY(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 NTH 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 NTH 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(BMPS),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: 10.A. DESILTING BASIN VOLUME BASED ON GRADIENT AND NATURE OF SOILS. 10.8. THE EXTENT OF ALL GRADED AREAS AND IDENTIFICATION.OF ANY TEMPORARY SOIL STABIUZATION MEASURES. 10.C. SIZE OF DESILTING BASIN OUTLET PIPE AND OVERFLOW. 10.D. DIKE REQUIREMENTS.SHOW MINIMUM WALL WIDTH,SLOPE OF WALLS,PERCENT COMPACTION,ETC. TOE 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, SILLINEFFECTIVE. CCT011RIF CALL UNDERGROUND SERVICE ALERT DRAWN BY: 1-800-227-2600 TOLL FREE i-S00-227-2600 Lake Elsinore,CA 92530 SILL 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 C_0. THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT CITY OF LAKE ELSINORE SHEET 2 MARK REVISIONS APPR. DATE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS gOF FOR AND HAVE BEEN FOUND ACCEPTABLE pSLq tie �Zy SPRING STREET 74 { ""'wry' ^ N0.ices SCALE. AS SHOWN BENCHMARK: GENERAL NOTES OF SHEETS 3-04-2021 t0/14120 ON PLAN C- OF LAKE ELSINORE BENCHMARK: D0/20 A-3-13 DESCRIPTION: FILE No. REMON HABIB,RCE No.63156 DATE AHMAD ASLAM KHAN,RCE No.77283 DATE 6/30/2021 DescRlPnoN: CHISELED souARE m TOP of CITY ENGINEER IVI CURB AT EAST CORNER INTERSECTION POTTERY CITY OF LAKE ELSINORE N DATE: 10/16/2020 5T.AND SILVER ST. 019-051 ELEVATION:1384.19'-DATUM:NGVD29 xl 30.0' 30.0' 5.0, 5.0, 18.0' 20.0, 5.0, 5.0, w 1 w 1 L.S. 4.0' 4.0' L.S. BP �I 30.0, 30.0' 1 I EX.AC PAVEMENT EX. FENCE 5.0 6.0 18.0' 20.0' 6.0 3.6 VARIES VARIES_ w i 37.0' 40.0' w I I 6.5' 5.5' 25.0' 25.3' 6.0' 5.0' 3.9' EX. FENCE EX.AC PAVEMENT EX. FENCE I FULL DEPTH FULL DEPTH AC PAVEMENT AC PAVEMENT L.S. 4,0' 4.0' L.S. L.S. VARIES �� _VARIES __ _ - - EX.AC PAVEMENT _ _ _ - -i- PROPOSED CURB PROPOSED CURB j I AND GUTTER AND GUTTER J/ PROPOSED . SIDEWALK PROPOSED 4"SIDEWALK VARIES VARIES _ X. CURB EX.CURB I I 1 AND GUTTER FULL DEPTH FULL DEPTH EX. SIDEWALK SPRING STREET I AC PAVEMENT AC PAVEMENT PROPOSED CURB PROPOSED CURB SPRING STREET STA: 20+20.31 - 23+60.43 PROPOSED 4" A"°PRa osED 4"SIDEWALK' STA: 10+00 - 13+40.04 NOT TO SCALE NOT TO SCALE W. SUMNER STREET x I STA: 14+25.46 - 16+41.60 NOT TO SCALE 1 30.0' 30.0' w 1 w l 5.0' 6.0' L 17.7' 17.5, 5.0' S.0' 30.0' 30.0' i LS. 1 L.S. 5.0' 6.0 18.0' 24.0' 5.0' I EX.AC PAVEMENT I X _VARIES $A'1GPA VARIES I- EX, FENCE EX.AC PAVEMENT I 1 - 1 30.0, 30.0' VARIES �� VARIES POSEDVEMENT PROPOSED CURB PROPOSED CURB 1 EX.AC AND GUTTER AND GUTTER I-S 20 PAVEMENT L.S. EX. CURB EX.CURB I EX. FENCE li PROPOSED AND GUTTER PROPOSED 4"SIDEWALK PROPOSED 4"SIDEWALK '`f' VARIES VARIES _ LANDSCAPE EX. SIDEWALK EX. SIDEWALK SPRING STREET FULL DEPTH Ll SPRING STREET 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 I wl wl I wl 1 30.0' 45.0' 1 1 30.0, 29.0' 1 5.0' 5,1' 18.0, 24.0' 5.5' 5.0' 1 1 5.0' 5.5' 18.0, 17.6' 6.2' 5.0' .0' � L.S. 4.0' i L.S. i 40' I j EX.AC PAVEMENT I . j�-PROPOSED I EX.AC PAVEMENT I x - - L FENCE - VARIES_ iii VARIES VARIES VARIES T - _ - , 30.0' 30.0' 1 FULL DEPTH I I FULL DEPTH Al PAVEMENT EX. CURB AC PAVEMENT EX. CURB 20' 5.0' S.5' 17.5 18.3' 6.0' 5.0' P ROPOSED CURB PROPOSED 4"SIDEWALK PROPOSED CURB EX.SIDEWALK L.S. 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 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 x I x I NOT TO SCALE 1 40.0' 40.0'40.1' 5.0' 9.7' 18.0' 20.0' 16.0' 1 L.S. r EX.AC PAVEMENT -E-��_ VARIES �- _VARIES 1 FULL DEPTH 1 DALE: 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 CPll iOD Fffff , ,WILL BE VALID. FOR YOUR DIG ALERT I.D. NUMBER 506 West Graham Avenue Suite 105 SILL UNDERGROUND SERVICE ALERT DRAWN BY: 1-800-227-2600 TOLL FREE 1-800-227-2600 Lake Elsinore,CA 92530 S STA: 10 00 - 14 25.51 LL i- + 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 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT MARK REVISIONS APPR. DATE CITY OF LAKE ELSINORE SHEET 3 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS gOF FOR AND HAVE BEEN FOUND ACCEPTABLE NSLq "Iy SPRING STREET 74 �"F k-A, NO,77283 9Zi SCALE: AS SHOWN BENCHMARK: SECTIONS OF SHEETS 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,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:NGVD29 i _ i i Q LIMIT OF WORK LANGSTAFF STREE T aI I I L IL - - - 0 W II� 1 I j�j I� 'i I �� I..� LIMIT OF WORK SPRING STREET SP,R NG STREET I 3O I _ ' _ L_ 1 — _ — _ _ _ — _ _ 1 17 LIMIT OF WORK _ I ° _ w w a MAIN STREET 200 0 200 400 OVERALL LIMIT OF WORK PLAN r' = zoo' scale feet SCALE:1"=200' CATS: 10/14/20 PLOTTED- 4:45 P WSP PROJECT NO. DI RT IMPORTANT NOTICE 31600092 SECTION 4216/4217 OF THE GOVERNMENT CODE WSP USA DESIGN BY: SILL REQUIRES A DIG ALERT IDENTIFICATION NUMBER 506 West Graham Avenue,Suite 105, PRAWN BY: BE ISSUED BEFORE A "PERMIT TO EXCAVATE" Lake EISInOre,CA 92530 SILL WILL BE VALID. FOR YOUR DIG ALERT I.D. NUMBER (951) 471-1625 Fax:(951)471-1635 REVIEWED BY: CC TE FREE CALL UNDERGROUND SERVICE ALERT AAR 1-800-227-2600 TOLL FREE 1-800-221-2600 2 Working Days Before You Dig TWO WORKING DAYS BEFORE YOU DIG ENG.DEPT.REVIEW:C.NORVANI 34-21 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 gOF FOR AND HAVE BEEN FOUND ACCEPTABLE PSLq tip �y SPRING STREET a 1 i�,... k-A, NO,77263 9Zy SCALE: AS SHOWN BENCH MARK: OVERALL LIMIT OF WORK PLAN °F SHEETS 74 _ 3-04-2021 10/14/20 * ON PLAN CITY OF LAKE ELSINORE BENCHMARK: Dlpires 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 IVI CURB AT EAST CORNER INTER1111IN 11-RI CITY OF LAKE ELSINORE V DATE: 10/16/2020 ST.AND SILVER ST. 019-051 ELEVATION:1384.19'-DATUM:NGVD29 I RILEY STREET Al JR, LU w I SHEET C-1.1 � � �� - = SHEET C-1.2 I I i I �� — — SHEET C-1.3 w a LA rrrF r _I r II I er I c� — D I� � - � vz, oI - - - - - - - - - - - - _ 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 OTHERNSE.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 CONCRETE AVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHALL POTHOLE EXIST. 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 FACILITIES,AND OTHER INSTALLATIONS. REFER TO LANDSCAPE, EXISTING PEDESTRIAN RAMP PLUMBING,ARCHITECTURAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. EXISTING SPOT ELEVATION X 65.40 17.6. 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' REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. EXIST.AC PAVEMENT Scale feet ABBREVIATIONS EXISTING STORM DRAIN INLET EXISTING STORM DRAIN SD RIM RIM ELEVATION CW COLD WATER(DOMESTIC WATER) EXISTING SEWER LATERAL CAE' 10/14/20 BW BOTTOM OF WALL POC POINT OF CONNECTION EXISTING SEWER LINE PLOTTED: 4:45 P WTR WATER V UTILITY VAULT SWR SEWER MIT MANHOLE(SEWER,STORM DRAIN,UTILITY) EXISTING SEWER CLEANOUT WSP PROJECT No. D1 RT IMPORTANT NOTICE EXIST.WATER SERVICE&METER E3 31600092 IE INVERT ELEVATION PVC POLYVINYL CHLORIDE(PIPE MATERIAL) �J WSP USA DESIGN BY. SECTION 4216/4217 OF THE GOVERNMENT CODE BFD BACK FLOW DEVICE FDC FIRE DEPARTMENT CONNECTION EXISTING WATER MAIN W SILL REQUIRES A DIG ALERT IDENTIFICATION NUMBER 506 West Graham Avenue,Suite 105, ELEC ELECTRIC ELECTRICAL P.C.C. PORTLAND CEMENT CONCRETE EXISTING FIRE HYDRANT PRAWN BY: BE ISSUED BEFORE A "PERMIT TO EXCAVATE" / tiyo Lake Elsinore,CA 92530 SEE WILL BE VALID. FOR YOUR DIG ALERT I.D. NUMBER EX EXISTING PIV POST INDICATOR VALVE EXISTING UTILITY BOX (951) 471-1625 Fax:(951)471-1635 REVIEWED BY. CC TEDIKE 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 3-4-21 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 gOF FOR AND HAVE BEEN FOUND ACCEPTABLE PPLq SPRING STREET 74 I/ "„•'((/1 """wry ^ NO,772&3 SCALE. AS SHOWN BENCHMARK: OVERALL EXISTING OF SHEETS _ 3-04-2021 10/14/20 * E ph¢e 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 IVI CURB AT EAST CORNER INTERSECTION POTTERY CITY OF LAKE ELSINORE DATE: 10/16/2020 ST.AND SILVER ST. PLAN 019-051 ELEVATION:1384.19'-DATUM:NGVD29 W.GRAHAM AVENUE w ,0 SAWCUT LINE „� 12 31 14 6 SAWCUT LINE --- 16 14 it �- 14 I ¢ 17 ° ° �. o �.. ° 17 ° L. a ° 0 17 17 17 —�-°y o- __—__--I o O O O O 6"WATER W ABA _ 2 21 12 W ABAN G —W ABAN G W ABAN 12 G o 2 1 W ABAN W ABAN W 12 6 A1R4 AN W ABAN 5 ° 16 G T vl 15. W 12 G W 15 G W I W G 12 W G 15 W G 12 G W 15 T 10 T T T 15 1 +I 10 6"WATER 54"SEWER 2 6 10 -10 8' SEWER rb S S S S S S S 8 SEWER S 45+00 S�H 0 AS SAWCUT LINE m W W W W W W W W W W W W W W W -W W Z m 8"DR14 C900 PVC WATER 30 ft-J W S as S S S 24"SEWER S S S S 12 _eP 32 S S S S I Z W 13 " ° 17 7 13 °, s. Q W.GRAHAM AVENUE E. PECK STREET EXISTING CONDITIONS AND DEMOLITION PLAN: SPRING STREET SCALE:1"=20' W.HEALD STREET "i � i a 26 5 3 17 20 4 11 17 17 �q 11 17 O CD O ~ +l ° 7 7 LO CV ° W BAN W ABAN W ABAN W ABAN W ABAN W ABAN B W ABA W VJ G 4"GAS W G it W G - "' - 1 W vv 4"GAS W W W 1 °' W 30 W w 1 W 4°GAS W C� Q I 6"WATER -it-1 +I- SAWCUT LINE 6 WATER +I LU S 161 S 8"SEWER STA.16+80.17 SPRING STREET " 17+00 SAWCUT LINE 6 WATER AWCUT LINE 'I 32 S Q 0 � _ _ _ - - _ 2"WATER 18+00_ 19+00 _ _ °2000 ~ cr�mrA 7 WAT 6+8 ET W- �W 2 gNATE U) LLLJ 0 W - STA:14+25.51�W.HEALD STREET °S S 54"S ER W = SAWCUT LINE 8"DRi C900 PVC WATER -Z (n W 1 .cz 4 W J I C900 PVC WATER s W a SAWCUT LINE 15 W 8"DR14 C900 PVC WATERW W 40 15 W Wl J W 18 S S S S S S°" W =- S S 24 SEWER 18 24 SEWER ° a - ,_'-�� - ----------.�---� (/D U 17 1 15 2 1 EX.CONC�Rf;TEE I— 15 SO SD 15"SD i� 12 12 4 12 a 1 - N 1 7 Qg 7 n o t46.0 a NE ` +a 1 - _ SAWCUT LINE 2 t 6 ° r- ------T------------ - - 2 5 , J 20 J 22 2 22 SAWCUT LINE I I SAW UT LIN 12 SAWCUT LINE 14 ------- - _L ----- ------------------ -- 9- 14 12 12 14 MATCH LINE W.FRANKLIN 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 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. PLOTTI 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. SECTION 4216/4217 OF THE GOVERNMENT CODE 11 WRES. WSP USA DESIGN ev: SILL 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 SALVAGE AND FLUSH REINSTALL IANSITIONEXISTING UNEVEN PAVERS AND JOIN REFER TO SHEET C-1.0 FOR Lake Elsinore, 5 9Fax: SIFT WILL BE VALID. FOR YOUR DIG ALERT I.D. NUMBER (951) 471-1625 Fax:(951)471-1635 REVIEWED BY: CCTEFAEE CALL UNDERGROUND SERVICE ALERT AAK 1-800-227-2600 TALL FREE 1-800-227-2600 32 PROTECT IN-PLACE PORTION OF EXISTING CROSS GUTTER. GENERAL NOTES,AND LEGEND 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 B APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS gOF FOR AND HAVE BEEN FOUND ACCEPTABLE NSLq e "Iy SPRING STREET -�A•l!`°�- NO,77z8 HEE B3 "i: SCALE: AS SHOWN BENCHMARK: EXISTING CONDITIONS AND °F 74 3-04-2021 10/14/20 S* E ph¢e ON PLAN AI 93 OF ELSINORE BENCHMARK: REMON HABIB,RIDE No.83156 DATE AHMAD ASLAM KHAN,RCE No.77283 DATE 6/30/2021 DESCRIPTION: CHISELED SOUARE IN TOP or DEMOLITION PLAN FILE No. CITY ENGINEER IVI CURB AT EAST CORNER INTERSECTION POTTERY CITY OF LAKE ELSINORE DATE: 10/16/2020 EL AND SILVER ELEVATION:1364.19.19'-DATUM:NGVD29 MATCH LINE STA:14+75.00 W.SUMNER ST. REFER TO SHEET C-1.4 SAWCUT LINE 6 11 13 t25.1 f25.1 SAWCUT LINE - CD O�--- 7 17 2 11 22 15 17 16 20 O O I T T --------' S '^ S S 7 S O 4 LP L~L c.) N I- 1 - G W AB i f 2 G AS G G 16 G G 12 4"L6 S SAWCUT LINE G 12 I N W + W W SAWCUT LINE W +I W 10 W 10 R W 15 W W W W 15 W M 6 WATER 10 W 15 10 J Q - SAWCUT LINE - LL 22+00 23+00 1 _ W CIJ 1 -- - — — — -- ----. ,ar iaa — Cn S S S 54 SEWER �STA:23+60.43 SPRING STREET W S W py W n OJ = W - _ -N W S S 54"SEWER S 8 DR14 C900 PVC WATER -W W °- _ �y -STA:14+25.46 W.SUMNER STREET _ (n Z W -W W 8"DR14 C900 PVC WATER 10 10 Z m W J I f 15 r SAWCUT LINE 15- 10 1 — W _ ' _--------S S S S S S - __ Lu 10 (w i__ f S __ n Y4°-BfM,ER— ` 24"SEWER U Cq Q ,. +a 'Z� r +I 3 0 Q _ - �'-• ® P P P P P P P �-- 2 -----'----- o - -- -- 2 --- ® --- ------------------------_------- ---------------- ------ � 7 _ _ --- +i +I 22 7 3 22 LM 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 _ It - - 14 5 I 22 a_I 10 O -------- y --- -- I �_--_----------- -------------------------- ------------------------ O_ 1. r G G G G G ±250' 2 00 O I S S S S S S 7 4 5 4"GAS G G _Lp M _ + G G 16 G G G G 2 _ ___________ ____________ ___________________ _ + N W W W W 4' GAS 12 STA:30+30:S4 SPRING-STREET _ �� 1 10 2 0 1ri 1 ±250'2 1 _ I 15 6"WATER W STA:14+25.02 W.POTTERY STREET 11 SAWCUT LINE -Ch U Q- SAWCUT LINE +R W �� W S � S S � �Q H _ _ 54' SEWER 31+00 8"DR 14 C900 PVC WATER 15 32+00 W W 33+00A/ 15 W � LL O 2"WATER m e.. N W CC) Z 110_ S S 24"SEWER S 19 SAWCUT LINE 14 -18 .S S S S 24"SEWER S SS I Z Cn W 2 _ 10 15 12 P P P P ^� P = W W U ,—, i t U Cf) Q I 4 - -------------- - 11 4 �I 1 F� � t 14- - a o -Q Y 15 2 -- 4 a --------- ------------------4-------------� 22 I 10 10 4 17 F SAWCUT LINE 12 12 I SAWCUT LINE — 16 '1_ — I 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 ❑i SAWCUT,DEMOLISH AND REMOVE EXISTING AC PAVEMENT. 13 PROTECT IN-PLACE EXISTING PCG CURB RAMP. 20 0 20 40 �2 SAWCUT,DEMOLISH AND REMOVE EXISTING PCC CURB. 14 PROTECT IN-PLACE EXISTING PCC HARDSCAPE. 1" = 20' �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. DATE: 10/14/20 © SAWCUT,DEMOLISH AND REMOVE EXISTING CONCRETE DRIVEWAY. 18 PROTECT IN-PLACE EXISTING CATCH BASIN INLET. PLOTTED- DRIVEWAY. 46 P �7 SAWCUT,DEMOLISH AND REMOVE EXISTING CURB RAMP. 19 DEMOLISH AND REMOVE EXISTING CATCH BASIN INLET. WSP PROJECT NO. DI RT 31600092 IMPORTANT NOTICE 10 PROTECT IN-PLACE EXISTING UNDERGROUND UTILITY. 20 PROTECT IN-PLACE EXISTING HYDRANT. WSP USA DESIGN BY: SECTION 4216/4217 OF THE GOVERNMENT CODE 506 West Graham Avenue,Suite 105, ELL REQUIRES A DIG ALERT IDENTIFICATION NUMBER 11 PROTECT IN-PLACE EXISTING TELEPHONE POLE AND ASSOCIATED GUY 22 SALVAGE,REMOVE AND RELOCATE EXISTING PLANS,FOR Lake Elsinore,CA 92530 DRAWN BY. SILL BE ISSUED BEFORE A "PERMIT TO EXCAVATE" REFER TO SHEET C'1.0 FOR WILL BE VALID. FOR YOUR DIG ALERT I.D. NUMBER LOCATION. (951) 471-1625 Fax:(951)471-1635 REVIEWED BY: 22 CALL UNDERGROUND SERVICE ALERT 12 PROTECT IN-PLACE EXISTING PCC CURB. AAK 1-800-227-2600 TOLL FREE 1-800-227-2600 33 ROOTS. AND REMOVE EXISTING TREE/TREE STUMP AND ASSOCIATED GENERAL NOTES,AND LEGEND 2 Working Days Before You Dig TWO WORKING DAYS BEFORE YOU DIG EKG.DEPT.REVIEW:C.NORVANI 3-4-21 C-1.2 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT MARK REVISIONS APPR. DATE CITY OF LAKE ELSINORE SHEET 7 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS gOF FOR AND HAVE BEEN FOUND ACCEPTABLE NSLq tie "Iti�Z- SPRING STREET 74 """��' NO,7728.3 SCALE. AS SHOWN BENCH MARK: EXISTING CONDITIONS AND OF SHEETS 3-04-2021 10/14/20 * EMph¢e 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 SOOARE IN TOP OF DEMOLITION PLAN FILE No. CITY ENGINEER IVI CURB AT EAST CORNER INTERSECTION POTTERY CITY OF LAKE ELSINORE V DATE: 10/16/2020 ST.AND SILVER ST. 0�9-�5� ELEVATION:1384.19'-DATUM:NGVD29 W.FLINT STREET Q 20 0 10 I O O I - 2 i250' --- _G 3 N LLO G G 30 Ch + CUT LINE___----__10-----___-54°SEWER 1� 2 ���� 0 S��y���: GAS _ _7_____ 2e 2r W Uj U) („) M S g - 1 SAWCUT LINE 6"SSFWER -Z U W I W 34+00 15 W 8 DR14 C900 PVC WA84f00 W W 36+00 15 +00 S J Ij 2 U = LV I STA:36+90.87 SPRING STREET- I = � Z S S S S S S -S STA:14+25.46 W.FLINT STREET- Q U) _ , 24"SEWER I�, _ W W = P P P P _2 P P P P l/ P W cf) U r--- — -- 13 �. 13 - U) _-------------T------------------------------=-- ------ m I ---_--i I 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. �5 SAWCUT,DEMOLISH AND REMOVE EXISTING CONCRETE HARDSCAPE. SAWCUT,DEMOLISH AND REMOVE EXISTING CONCRETE DRIVEWAY. g a 1 ° ° ° ° °O �9 DEMOLISH AND REMOVE EXISTING LANDSCAPE AND ASSOCIATED ROOTS. --° 14 °a e ° S a 10 14 I 10 14 d ° 10 r-p �111�' ❑° 29 a ��iii����°iii 1 B p a 0 50 10 PROTECT IN-PLACE EXISTING UNDERGROUND UTILITY. _ LJ LJ s ° „ PROTECT IN-PLACE EXISTING TELEPHONE POLE AND ASSOCIATED GUY J 16 `___ WIRES. 6 1 12 16 12 , 29 12 � 1 26 12 PROTECT IN-PLACE EXISTING PCC CURB. W I _ OS QE„bZ SAWCUT LINE o 1 SAWCUT LINE 15 0 SAWCUT LINE SAW o (, —STAG 6+80a TSPRINGS EET. GS o 0 15 0 Z I STA:14h25:151 W.HEALD S REET _ 15 N LINE c.I 13 PROTECT IN-PLACE EXISTING PCC CURB RAMP. W d3M35„9 S 2 — — 14 PROTECT IN-PLACE EXISTING PCC HARDSCAPE. = U 00 4+00 a31VM NVBV°„b 13+00 12+00 11+00 10 00 15 PROTECT IN-PLACE EXISTING AC PAVEMENT. = F— " NV V M NVBV M NVBV M W ��_ _ _ A H31VM„bl Q- _ �„bl M II M H NVBV o _ W 16 PROTECT IN-PLACE EXISTING CONCRETE DRIVEWAY. fJ31VM NVBV,p N a Y MATCH LINE � 17 PROTECT IN-PLACE EXISTING SIGN. M ♦— 1,.p STA:13+75.00 W. HEALD ST. U) 20 PROTECT IN-PLACE EXISTING HYDRANT. 1 N ° REFER TO SHEET C-1.1 I < 26 PROTECT IN-PLACE EXISTING CURB AND GUTTER. PROTECT IN-PLACE EXISTING LIGHT POLE AND ASSOCIATED ELECTRICAL SAWCUT,DEMOLISH AND REMOVE PORTION OF EXISTING CROSS GUTTER. SPRING STREET EXISTING CONDITIONS AND DEMOLITION PLAN: W. HEALD STREET SCALE:1"=20' 20 0 20 40 1" - 20' scale feet DATE. 10/14/20 PLOTTED: 4:46 P WSP PROJECT NO. D1 rtilT IMPORTANT NOTICE 31600092 SECTION 4216/4217 OF THE GOVERNMENT CODE WSP USA DESIGN BY: ELL REQUIRES A DIG ALERT IDENTIFICATION NUMBER 506 West Graham Avenue,Suite 105, PRAWN BY: BE ISSUED BEFORE A "PERMIT TO EXCAVATE" Lake Elsinore,CA 92530 ELL WILL BE VALID. FOR YOUR DIG ALERT I.D. NUMBER REFER TO SHEET C-1.0 FOR 1-800 FREECALL UNDERGROUND SERVICE ALERT (951) 471-1625 Fax:(951)471-1635 REVIEWED BY: AAK 2277--2600 TOLL FREE 1-800-227-2600 GENERAL NOTES,AND LEGEND 2 Working Days Before You Dig TWO WORKING DAYS BEFORE YOU DIG ENG.DEPT.REVIEW:C.NORVANI 3-4-21 C-1.3 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT CITY OF LAKE ELSINORE SHEET H APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS gOF FOR AND HAVE BEEN FOUND ACCEPTABLE PSLq �y SPRING STREET 74 NO,772&3 9Zy SCALE. AS SHOWN BENCHMARK: EXISTING CONDITIONS AND OF SHEETS 3-04-2021 10/14120 �F EMph¢e 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 SQUARE IN TOP Or DEMOLITION PLAN 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:NGVD29 MATCH LINE STA:14+75.00 W. HEALD ST. REFER TO SHEET C-1.1 SPRING STREET 14 25 F____ _ I :o I 2 1 6 1 ,� 11 4' 23 26 18 LS 4 - 15, 15' L SAWCUT LINE SAWCUT LINE a SIA:23+60.43 SP NG STREET 15 _ STA:14+25.46 W.SUMNER STREET S° 16+00 15+00 .hw 14+0 — ° SAWCUT I `� SAWCUT LINE 26 18 1 LINE w _ U- � 4 S O --------------- ---------- -- DEMOLITION KEY NOTES III 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. 1 I I REFER TO SHEET C 1.2 PROTECT IN-PLACE EXISTING TELEPHONE POLE AND ASSOCIATED GUY REFER TO SHEET C-1.2 —r &IWIRES. ---J---- _ J PROTECT IN-PLACE EXISTING PCC CURB. 11 s s ° OS -OS 13 PROTECT IN-PLACE EXISTING PCC CURB RAMP. S — S p 18. ° s ^i 4 I T -CD 14 PROTECT IN-PLACE EXISTING PCC HARDSCAPE. r— ——__ — 16 12 16 l.r _ N31VM_„9L 1 „ 1 1 — M � 1 2 SAWCUT LINE VIL BID ALTERNATE 1 STAi30 30.51 SPRIN REET M J3 M 9 2 M J 5 PROTECT IN-PLACE EXISTING AC PAVEMENT. M N,STA:14+25.02 W.P Y STREE N31VM„8 rZ === ?J31tlM 9- I i. PROTECT IN-PLACE EXISTING CONCRETE DRIVEWAY. 17+00 1 0 1 EE —� T.ROO o d 1�. 14+00 34 131 w O 17 PROTECT IN-PLACE EXISTING SIGN. m ,8 PROTECT IN-PLACE EXISTING CATCH BASIN INLET. 2 W L---- �__ —————— —1————— —�������„ ���_____ 3 �i - f115 9 I CW 20 PROTECT IN-PLACE EXISTING HYDRANT. 23 PROTECT IN-PLACE EXISTING TREE. +, +I ---- ------------------ 24 REMOVE,SALVAGE,AND RELOCATE EXISTING WOOD FENCE AND GATE '---------- -"�-'-��""-�`---- - ----------- � WITHIN RIGHT OF WAY.RELOCATE FENCE TO PROPERTY LINE ROW. w I 25 I PROTECT IN-PLACE EXISTING WALL. PROTECT IN-PLACE EXISTING CURB AND GUTTER. 1 27 PROTECT IN-PLACE EXISTING STORM DRAIN MANHOLE. SPRING STREET 28 PROTECT IN-PLACE EXISTING FENCE. 34 ,s GRIND AND 1.5°OVERLAY AND PROVIDE CRACK FILL AND TYPE II EXISTING CONDITIONS AND DEMOLITION PLAN: W. POTTERY STREET SCALE:1"=20' SLURRY SEAL COAT WTHIN 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 Ii W LU p -_—__—__—__—__—__—_-------1_-1__S-_--_—__J LU CD co p I _____________� �: ° ° ° CD a Z _ + � Q 2 1 MLD W I 34 34 (A 0 LL1 00 12+00 34 11+00 10 00 III���III 20 0 20 40 Q Z I M SAWCUT LINE 1° = 20' LLJJ SAWCUT LINE L1J 2 � 13 14 SC012 feet U (n Q_ 11 2 2 ' ' , , -----------------�TT—=�--24- ------ s -- 24 --- �_ 0/14/20 ---- -- -------- DALE: SAWCUT LINE d28 14 PLOTTED: DI RT 160 9 IMPORTANT NOTICE I WSP PROJECT No. WSP USA DESIGN BY: 316GOD92 SECTION 4216/4217 OF THE GOVERNMENT CODE SILL REQUIRES A DIG ALERT IDENTIFICATION NUMBER 506 West Graham Avenue,Suite 105, EXISTING CONDITIONS AND DEMOLITION PLAN: W. POTTERY Lake Elsinore,CA92530 DRAWN BY.BE ISSUED BEFORE A "PERMIT TO EXCAVATE" SILL WILL BE VALID. FOR YOUR DIG ALERT I.D. EFER TO SHEET C-1.0 FOR D. NUMBER SCALE:1"=20' (951) 471-1625 Fax:(951)471-1635 REVIEWED BY: 1-800-227-2600 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 EKG.DEPT.REVIEW:C.NORVANI 3-4-21 C-1.4 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT MARK REVISIONS APPR. DATE CITY OF LAKE ELSINORE SHEET 9 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS gOF FOR AND HAVE BEEN FOUND ACCEPTABLE pSLq tie 4ti�Zy SPRING STREET 74 NO,772&3 SCALE. AS SHOWN BENCH MARK: EXISTING CONDITIONS AND OF SHEETS 3-04-2021 10/14/20 * E ph¢e 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 SQUARE IN TOP or DEMOLITION PLAN FILE No. CITY ENGINEER IVI CURB AT EAST CORNER INTERSECTION POTTERY CITY OF LAKE ELSINORE V DATE: 10/16/2020 ST.AND SILVER ST. O�9-�rJ� ELEVATION:1384.19'-DATUM:NGVD29 I � d a e_ W ABAN W AB N ABAN 6"WATER W ABAN--W ABAN—W ABAN W ABAN W ABAN N� ABAN 6"W Z � T T T T T 1 T T 1 T 1 T T T Ti z _ I 6"SEWER 8"SEWER _ _ 8"SEWER 1= w IF) D I O O O O D 3"GAS O O 5� U 2 W 3"GAS 9 8"PVC WATER S S 64' SEWER U) Q m - M M M M M M M W W Q Uj PVC WATER TS S m S - W W I S h 54"SEWER Z S S S S S 24" EWER - I LU U) - S 54"SEWER =--------------------------------------------------------- -- - -------- --- =- -L--1-�- 4--='----------------- W.SULPHUR STREET EXISTING CONDITIONS PLAN: SPRING STREET SCALE:1"=20' LIMITED STRET n O �•I T T •T 'T 'T T T 1 W ABAN W A N W ABAN AN-6•-��H—W ABAN W ABAN W ABA W ABAN W ABAN AN VVI AN W BAN I ~ W ABAN 6"WATER W ILL. W Z Z JJ J �On — — M— — M — _ M — —M — M — M — — M — _ M — — ._. m Q m M , M M .M M M M M M M M M N M Q Q z 8"PVC WATER - W 0) W I 7 W �, U) D > �° (° O win+. p - h h LIBRARY STREET EXISTING CONDITIONS PLAN: SPRING STREET LIMITED STRET SCALE:1"=20' LAKESHORE DRIVE A / /y T. m 7 7 3 A W ABA ABAN 6"WATER W ABAN--W ABAN W ABAN—W A A.. 3 W W J Ly m z o M M M M AA CO M M M M M A'. I Q Q mQ 8"PVC WATER I W a a"swR W G 0 20 40 3 a"wah n GAS ---------- _ 1, _ �. 3" . k / _, --- --- wale feet --- DATE: 10/14/20 PLOTTED: 4:46 P LAKESHORE DRIVE WSP PROJECT NO. 31600092 D1 RT IMPORTANT NOTICE EXISTING CONDITIONS PLAN: SPRING STREET SECTION 4216/4217 OF THE GOVERNMENT CODE SCALE:1"=20' WSP USA DESIGN BY: ELL REQUIRES A DIG ALERT IDENTIFICATION NUMBER 506 West Graham Avenue,Suite 105, PRAWN BY: BE ISSUED BEFORE A "PERMIT TO EXCAVATE" Lake Elsinore,CA 92530 ELL WILL BE VALID. FOR YOUR DIG ALERT I.D. NUMBER REFER TO SHEET C-1.0 FOR 1-800 FREE CALL UNDERGROUND SERVICE ALERT (951) 471-1625 Fax:(951)471-1635 REVIEWED BY: AAK 2277-260a TOLL FREE 1—aoo SERVICE oo GENERAL NOTES,AND LEGEND 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 gOF FOR AND HAVE BEEN FOUND ACCEPTABLE pSLq 74 tip �y SPRING STREET NO,77263 9Zy SCALE. AS SHOWN BENCHMARK: EXISTING CONDITIONS PLAN �F SHEE S 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,RCE No.77283 DATE 6/30/2021 DESCRIPDOT CHISELED SOUARE IN TOP OF FILE No. CITY ENGINEER IVI CURB AT EAST CORNER INTERSECTION POTTERY CITY OF LAKE ELSINORE V DATE: 10/16/2020 5T.AND SILVER ST. 9-051 ELEVATION:1384.19'—DATUM:NGVD29 W. MINTHORN STREET 2,WATER' _ >. d 2°WATER M s, WATER W 2"WATER 0 S S 54"SEWERS S S 6"SEWER S S S S S 6"SEWER S J W 54"SEWER 43+00 43+63 W S = - � zl - S S S S Q fn M 8"DR14 C900 PVC WATER M M M M M AA AA M M 8"DR14 C900 PVC WATER M M SLu M S W P G Pe G P G G P G G G G G G G G— U) b " 0 Now'------------- --- ----------- -- -------- -- ---- -_ -- - ------------------ ------ -------------- --------------- I � EXISTING CONDITIONS PLAN: SPRING STREET W. MINTHORN STREET SCALE:1"=20' N.RILEY STREET 1 EXISTING 1"WATER SERVICE It REFER TO LANDSCAPE / PLANS FOR CONNECTION ------------- ----------------------- o a N� oo ,�p 10V AMO',d d _ NY 'd M P.• l•% Np 1 y 2 I —M M M (J' b31VM"OH STA'10+00.00 RILEY STREET ?J31VM Cl AA °J L W W_ STA:18+65.57 W.HEALD STREET 1 s •s f OS - (j ..1� ,el CS„bZ Z LLL S_ O rJ se r7+qd •"2. ,'P� s+oo i LJ �I N31VM,bl - � •; i• f `a rs�r cf) m <- �S`V' 3S g M M M M "', M M M - W W ?131VM„bl M 831tlM„b i131tlM,p SE`NER I W W I M M M 6 _ (n IM s 1• a 1. . . . .a• fa .te. •r o e N.RILEY STREET EXISTING CONDITIONS PLAN: W. HEALD STREET SCALE:1"=20' N.LANGSTAFF STREET � t M,Ol N VM NVGV„Z 2131V • __•_____� •® M 'NV9V AA NVHV M c NVI M �NVHV M NVBV M NV AA �I I� " M M 2J31VM"MM AA— M M M -W W J Z 3 ?J3M35 9 � 213M3S 9 213M3S„9 � J O v IQ Q 20 0 20 40 Uj T�TIAI 31VM„bl M M M M I W 1 - 20 cf) wale feet ® I z e 2f31tlM„b M M M M ?J31VM Q � 2131VM„f ' •• 1 . •• > - " DATE: 10/14/20 •. I PLOTTED: -1 — e1z 4:46 P WSP PROJECT N0. 31600092 DI RT IMPORTANT NOTICE N.LANGSTAFF STREET WSP USA DESIGN BY: SECTION 4216/4217 OF THE GOVERNMENT CODE SILL REQUIRES A DIG ALERT IDENTIFICATION NUMBER SEE SHEETC-1.7 EXISTING CONDITIONS PLAN: W. HEALD STREET 506WestGrahamAvenue,Suite105, PRAWN BY: BE ISSUED BEFORE A "PERMIT TO EXCAVATE" Lake Elsinore,CA 92530 SILL WILL BE VALID. FOR YOUR DIG ALERT I.D. NUMBER SCALE:1"=zo� REFER TO SHEET C-1.0 FOR 1-800 DIKE CALL UNDERGROUND SERVICE ALERT (951) 471-1625 Fax:(951)471-1635 REVIEWED BY: AAK 2277-2600 TOLL FREE 1-800-227-2600 GENERAL NOTES,AND LEGEND 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 gOF FOR AND HAVE BEEN FOUND ACCEPTABLE pSLq j�- �1 tie 4y SPRING STREET 74 V ' ry• NO,772&3 9Zy SCALE. AS SHOWN BENCHMARK: EXISTING CONDITIONS PLAN OF SHEETS 3-04-2021 10/14/20 * CITY OF LAKE ELSINORE BENCHMARK: 01 Dlpires 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 5T.AND SILVER ST. 019-051 ELEVATION:1384.19'-DATUM:NGVD29 .e .a Z � 50"WATER 6.,WATER W e W W ,� a �O"WATER 6"WATER W e —W W W W —W G. BW WATER I w J 0 z = w Um S s s S s s s s s s S ~Izw F v w W w w w " w w w w w w w w w U = Q w _ 12 WATER g' T < cf) LIJT T T T T T T T T T T T T w " AT 2"WATER 2"WATER W W W W W W W W W W W W W W w AN W A AN W A AN W A AN W AaAN W A AN W A AN W A AN W A AN W A AN W A AN W A AN Cn 1 a --- ------_— } _ b ® GAS EXISTING CONDITIONS PLAN: N. LANGSTAFF STREET SCALE:1"=20' MATCHLINE SEE ABOVE LEFT N. POE STREET N. LANGSTAFF STREET 4 Q II W G G G J T G G SV9„9 ' cc� W W W W W W W W W W W W W �w U Z m m m ~ a Q w Z �3 S 213M ,8 = U I -" i13M3S„ Sd3M3S„2 L. W W W W W W JN_ (W I S3I9M-� d31VM 9— 2131VM„Zl W -- W— W W W T T T T N.POE STREET EXISTING CONDITIONS PLAN: W. GRAHAM AVENUE SCALE:1"=20' 20 0 20 40 1" 20' scale feet DAIS. 10/14/20 PLOTTED: 4:46 P 7 WSP PROJECT NO. D1 rtilT IMPORTANT NOTICE 31600092 SECTION 4216/4217 OF THE GOVERNMENT CODE WSP USA DESIGN BY: SILL REQUIRES A DIG ALERT IDENTIFICATION NUMBER 506 West Graham Avenue,Suite 105, PRAWN BY: BE ISSUED BEFORE A "PERMIT TO EXCAVATE" Lake Elsinore,CA 92530 SILLWILL BE VALID. FOR YOUR DIG ALERT I.D. NUMBER REFER TO SHEET C-1.0 FOR 1-80o FREECALL UNDERGROUND SERVICE ALERT (951) 471-1625 Fax:(951)471-1635 REVIEWED BY: AAK 2277-2600 TOLL FREE 1-800-227-2600 GENERAL NOTES,AND LEGEND Working Bays Before You Dig TWO WORKING DAYS BEFORE YOU DIG EKG.DEPT.REVIEW:C.NORVANI 3-4-21 C-1.7 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 gOF / FOR AND HAVE BEEN FOUND ACCEPTABLE PPLq 74 tie �y SPRING STREET a U� -�A' - NO,77283 9Zy SCALE: AS SHOWN BENCHMARK: EXISTING CONDITIONS PLAN �F SHEETS 3-G4-2021 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 DESCRIPTION: CHISELED SOOARE 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:NGVD29 N. KELLOGG STREET N. 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GRAHAM AVENUE SCALE:1"=20' 20 0 20 40 1" 20' scale feet DATE: 10/14/20 PLOTTED: 4:46 P WSP PROJECT NO. 77 D1 rtilT IMPORTANT NOTICE 31600092 SECTION 4216/4217 OF THE GOVERNMENT CODE WSP USA DESIGN BY: SILL REQUIRES A DIG ALERT IDENTIFICATION NUMBER 506 West Graham Avenue,Suite 105, PRAWN BY: BE ISSUED BEFORE A "PERMIT TO EXCAVATE" Lake Elsinore,CA 92530 SILLWILL BE VALID. FOR YOUR DIG ALERT I.D. NUMBER REFER TO SHEET C-1.0 FOR 1-80o FREE CALL UNDERGROUND SERVICE ALERT (951) 471-1625 Fax:(951)471-1635 REVIEWED BY: AA 2277-2600 TOLL FREE 1-800-227-2600 GENERAL NOTES,AND LEGEND OO Working Days Before You Dig TWO WORKING DAYS BEFORE YOU DIG ENG.DEPT.REVIEW:C.NORVANI 3-4-21 C-1.C1 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT MARK REVISIONS APPR. DATE CITY OF LAKE ELSINORE SHEET 13 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS gOF FOR AND HAVE BEEN FOUND ACCEPTABLE pSLq tie �ti�Zy SPRING STREET 74 �'" k A, 10/14/20 NO,77283 SCALE: AS SHOWN BENCH MARK: EXISTING CONDITIONS PLAN OF SHEETS 3-04-2021 * 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 DESCRIPTION: CHISELED SQUARE IN TOP OF FILE No. CITY ENGINEER IVI CURB AT EAST CORNER INTERSECTION POTTERY CITY OF LAKE ELSINORE V D EL ATE: 10/16/2020 AND SILVER 5T. 019-051 ELEVATION:1364.19'—DATUM:NGVD29 RILEY STREET II - -- -- r IRRIGATION PO REFER TO SHEET C1.6 ' � I I I I I N II 6 � w IW /+ T IRRIGATION I OC �� I = I 'F Cl) w — — — — — — — SHEET li-2, — I_ REFER TO SHEET C2.2 I I SHEEN C 2 2 _ _ _L I _ SHEE C-2.3 r w - -- - _ I J I I _ B Cj) �, II T I I C-0 co — — — — — — \\\\ U— It ~ �////L - - w wvw�� -� I w t Iz Imo' Cn J— - — - — - —— - — - — - - W GRAHAM STREET —I - -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 2%. 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 AS 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 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 3. THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER 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 SD 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 CO 6. ACCESSIBLE RAMPS AND HANDRAILS SHALL BE REQUIRED WHEREVER SLOPE SPECIAL NOTICE TO CONTRACTOR CONNECTION NTH HIS OR HER PRIVATE DEVELOPMENT CONSTRUCTION. 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 s�_ 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 LANDINGS WITH VERTICAL SIDE DROP-OFFS SHALL HAVE WALLS,RAILINGS, AND THAT THE GRAVITY CONNECTIONS WILL WORK.NOTIFY THE CITY OF MANAGEMENT PRACTICES,BMPS ( )SHALL BE PROVIDED OF LAKE ELSINORE CONSTRUCTION REPRESENTATIVE IMMEDIATELY OF E. ALL EXISTING"DRY"UTILITIES SHOWN HEREON ARE FOR INFORMATION EXISTING WALL PROTECTIVE SURFACES OR MINIMUM 6"HIGH CURBS. ANY CONFLICT. TO PREVENT PODDING 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 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. 7. FILLS SHALL BE PLACED IN THIN LIFTS 8 INCH COMPACTED AND EXISTING STORM DRAIN INLET 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 E3 ;; SCOIe feet CONTRACTOR HAS THE OPTION OF ADJUSTING GRADES TO ALLOW FOR i. THE FOLLOWING UTILITY LINES ARE SHOWN FOR COORDINATION IS 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 OF PAVEMENT AREAS. THE PAVEMENT SLOPES WILL BE REVIEWED AFTER E -ELECTRICAL -ELECTRICAL DRAWINGS EX EXISTING PIV POST INDICATOR VALVE EXISTING UTILITY BOX oaTE: 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 7 WSP PROJECT NO. D1 RT IMPORTANT NOTICE 31600092 SECTION 4216/4217 OF THE GOVERNMENT CODE WSP USA DESIGN BY: SLID REQUIRES A DIG ALERT IDENTIFICATION NUMBER 506 West Graham Avenue,Suite 105, PRAWN BY: BE ISSUED BEFORE A "PERMIT TO EXCAVATE" Lake Elsinore,CA 92530 SILL WILL BE VALID. FOR YOUR DIG ALERT I.D. NUMBER (951) 471-1625 Fax:(951)471-1635 REIEWEO BY: CCTEFIKE 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 Ci-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 gO FOR AND HAVE BEEN FOUND ACCEPTABLE F p tieSEA SPRING STREET PA 74 k-A, 10/14/20 NO,772a3 SCALE. ASSHOWN BENCH MARK: OVERALL GRADING AND OF SHEETS 3-�4-2D21 * EMph¢e ON PLAN AI 9Y OF 3 13LAKE ELSINORE BENCHMARK: REMON HABIB,RICE No.83156 DATE AHMAD ASLAM KHAN,RICE No.77283 DATE 6/30/2021 DESCRIPDOT CHISELED SQUARE IN TOP Or DRAINAGE PLAN FILE No. CITY ENGINEER IVI CURB AT EAST CORNER INTERSECTION POTTERY CITY OF LAKE ELSINORE V DATE: 10/16/2020 5T.AND SILVER 5T. 019-051 ELEVATION:1384.19'-DATUM:NGVD29 W.GRAHAM AVENUE wo 22 +Iw y 11 w �� LL ----- - - + QQ s -- I CD T RA ".I.c. q o O _- O O16 O q d d d p d ❑o ° ° ° O 6"WATER W ABA _ 1 -22- -W ABAN W ABAN W ABAN 268.93 TC 268.76 TC W ABA W ABAN W ABA 3 6 WA1R4BAN W ABAN - I H- LPL T 8 G G- LL 6$7 G G G G G G G W T a N 8"'SEWER T T S 8 _ W 6"WATER 54"SEWER W 8 2 6"WATER W W W W Q S S '�w'.c. .•nS S S g 8"SEWER S AS ~ 3 24 2"WATER- •• �c 3 ~ - MI - -W 24 WATER ¢ - 2"WATER 24 1c nn - 4, - O 3 W F H W W W m W yV ''V I W W CS W m a 8"DR14 C900 PVC WATER 269.04 TC 4 8 3 -J W S ¢¢ S S S 24"SEWER S S S S W 0 co S S S S -S I Z MPN.I.C. y ��RAMP N.I. m F_�H ' ¢¢ n�m W.GRAHAM AVENUE "2 ^o " E.PECK STREET + IMPROVEMENT PLAN: SPRING STREET J� SCALE:1"=20' + ° 1 T o w+ L W. HEALD STREET w �I O wo o o � " I �!5 " - 0 0 0 0 " " v " LL " , " DO Lp W, 1EHKN -- +'I G 6"WATER R G A 21 3 8 W 6"WATER W W .,8 W 3. 2 8 23 ' 4 T��21' �ATEr" . CV W ' W1 - e, "_ . 266.70+FLW -WA 8'SEWE 17+00 N N 2"WATER 18+00 19+00 20 00 MEET EXIST -� _ 21+9WJATER W -_ _ - .. _ - _ r.LL_ S - _ - ... _ _ _ p Cj I 54"SEWER 2 WAT STA 16+80.17 SPRING STREET S 17+2364 �' .S S h�� W WS S EXIS.S �S 267.90 FL q + W m W 24 STA 14+25.51 W. HEALD STREET 3 98'CL OFFSET 54"SEWER 24 a°°U 54"5 " 54"SEINER g DR1C900 PVC W T R W Q Z Vy - TC. _ 24.55 CL OFFSfbb 2 W W _ -Z (n J I DR14 C900 PVC WATER ' 88 66.52tFL 267.00t TC '"' a c m 3 W 8"DR14 C900 PVC WATERW W $ 4 jg 12 8 I J W W 2 S S S ! �. 55 7.54 FS s 2 .38 TC y a o. 7 s XIST.0 3 21 _ Uj W U- 24"SEI�F8�.81LTC 51 ° 268.09iTC 8LLJ J28174'CL FFSET 24"SEWER 2 88 FS g H 267.51 TC °° `21 6267.0 F5 21 yX. ONCR€4E g 18gA • U15"SDg72 TC L 15' 267.61 FS MEET EXIST El 4.23BR 8 ? 267 38 FS 16+52 'CL OFFSET 0:...,. p..,. - �,,,. g w . 267.73 TO i,m. ; :.....,�, . to o: = N 1 g o 28.81'CL OFFSET 266.93 FL Y w `� - 266.45 TC I 267.45iFS ° 1,g ,o N 9 w w 3 9 MEET EXIST. 9 7 MEET EXIST 266.45 FL 6 / N MEET EXIST _-267.02 FS 8 - ---- -- -- ------ -- - U_rT - - oN o - 267.54 FS ©a I \ U .�. T 267.60 FS +I�, +�i w ' N N o0 " ^Iw 1 MATCH LINE M w - �- w o +�" +�N+ +� STA:13+75.00 W. HEALD ST. MI x �� w w �� m "� U~J REFER TO SHEET C-2.3 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 O2 18 PCC CONCRETE ACCESSIBLE CURB RAMP,TYPE C,PER DETAIL 202,PER DETAIL 4 61'O6 1" 20''27.47" 13.28' 14.17' CURB RAMP 20 0 20 40 C-3.0 C-32 @ = 6"HIGH CURB AND GUTTER,PER CITY OF LAKE ELSINORE A RE-GRADE LANDSCAPE AREA WITHIN RIGHT OF WAY AND WITHIN LIMIT 5 53'31'29.47" 15.14' 14.15' CURB RAMP SCOIC f22f 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 857..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 3.1. 23 6"-8"DIA.ROCK EMBEDDED IN 6"THICK CONCRETE G 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 _ GENERAL NOTES AND LEGEND WSP PROJECT"°. 31600092 IMPORTANT NOTICE 12 N 19'02'46.64"E 264.90' CURB AND GUTTER PROVIDE CRACK FILL AND TYPE II SLURRY SEAL COAT WITHIN ENTIRE WSP USA DESIGN BY. SECTION 4216/4217 OF THE GOVERNMENT CODE 24 WIDTH OF THE SPRINGS STREET FROM STATION 10+26 TO STATION 13 N 19'02'46.64"E - 299.02' CURB AND CUTTER 506 West Graham Avenue,Suite 105, SILL REQUIRES A DIG ALERT IDENTIFICATION NUMBER ®4"AS 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: SLL BE ISSUED BEFORE A "PERMIT TO EXCAVATE" CALLED OUT IN THESE PLANS. WILL BE VALID. FOR YOUR DIG ALERT I.D. NUMBER INSTALL TRUNCATED DOMES AT EXISTING CURB RAMP, 54 N 81'30'04.06"W - 14.81' CURB AND GUTTER *ADD 1000'TO ELEVATIONS (951) 471-1625 Fax:(951)471-1635 REVIEWED BY: AA, CC TEDIKE CALL UNDERGROUND SERVICE ALERT 25 D 1-800-227-2600 PER DETAIL 55 90'29'45.61" 15.00' 23.69' CURB RAMP 2 Working Bays Before You Dig TOLL FREE 1-800-227-2600 C-3.2 EKG.DEPT.REVIEW:C.NORVANI 3-4-21 SHOWN ON PLANS TWO WORKING DAYS BEFORE YOU DIG 56 89'50'14.69" 16,00' 25.09" CURB RAMP C-2.1 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT CITY OF LAKE ELSINORE SHEET 15 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS gOF FOR AND HAVE BEEN FOUND ACCEPTABLE pSLq tie 4y SPRING STREET 74 A'A°" "D.,7zB3 9Zy SCALE: AS SHOWN BENCH MARK: GRADING AND DRAINAGE PLAN OF SHEETS 3-04-2021 12 14/20 * CITE OF LAKE ELSINORE BENCHMARK: Dlpires ON PLAN A-s3-t3 REMON HABIB,RCE No.83156 DATE AHMAD ASLAM KHAN,RCE No.77283 DATE 6/30/2021 DESCRIPDON: CHISELED SOOARE IN TOP OF FILE No. CITY ENGINEER IV1 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:NGVD29 I I w MATCH LINE �w STA:14+75.00 W.SUMNER ST. 6 M� �� REFER TO SHEETC-2.4 **+ 0 1 mo 3 + +c��Mx �� + o + I 1 g 3 j I .`�' I N++ii 02 i ,p o 269.04 TO 20 y L --I++I� ..i"N� g N� LEO Y 18 FL --------- S ° S � H N I g 21 a 73 26908 TC G 8 .� G 4' GAS G G ° > G G 21 ' 4 GA --P7 G 2 J- I N W _ar_ W 21 .W- W �' 8 W W W W W V, 6 R W 8 J W 22+00 6 TER ~ Q 24 23+00 8 24 + 17 25+00 25+00 17 27+00 H 0 _ � S S g 54"SEWER STA:23+60.43 SPRING STREET w,y.i 4 __. u u ..........- W W __ __ -._ - _.__ ^- . WAIEECn J - W W STA:14+25.46 W.SUMNER STREET- W;. 1 {g��• 54' SFkR 8 R14 C900 PVC ATER -W W - 0 8"DR14 C900 PVC WATER 270 OS FL: 270,67 TC 3 3 I Z m W .J 3 8 12 3 269.96 TC 8 1 s 21 21 Y �--� _ _ _ J LLI LL1 _ ." _. Lu ._ - _ - S 17 1 H o H � 270.77 TC� o Q •�o .. _Q x •: .e x.. o .. ..� o , 21 g 21 15 9 21 9 9 N N I• 16 2111 "o m o v"'i "' w w w w w w 1 oo N I �a + ixx oo x o° +IN mo 0 0 0 0 0 0 0 +o +ow I sv c> o^io�'�j I < < oo, o�i o 0 0_ wMi� «�- I w �i � +1 o +� +o +o I+ Ir + I I " W.SUMNER STREET IMPROVEMENT PLAN: SPRING STREET SCALE:1"=20' MATCH LINE STA:14+75.00 W. POTTERY ST. REFER TO SHEET C-2.4 o m o mV� �o �LLN CIVIL BID w �- + r ALTERNATE 1 ." w + +o9 w w N w N12 �� I 30+18.17 FOR 5.5 I 38 8 18.17'CL OFFSET 2 o0 8 0 0 o o 267.11 TC o 26 -cam 9 s ,v m n� + + S S S S S So = + - -G G G G G G a 1 "CJ 2 0.20 T _ M N �� LL 0 25 270.81 TC 270.91 TC o Cl) N U I r' -„28 OD___- -7J W 4,.GAS ae 2q9.70 T .., ., +/ W VV 24 -LA CONNECT TO"EXISTING-o i 4.0' 9.70 F;3N 3\ 27 21 270.81 FS o 270.91 FS 3 U Q � 6' WATER --W- 52 �.I S - �,�. _ 8 -� .. W - 17 17 STORM DRAIN S _ _ W S W _W.- _ W 1 Q W F- _ + - 54' SEWER �W S- z w�- - "" " - - - - - -1 a SLL.�_ _---.�v -_ 30+0�- 311a0 R 90 w°c..e. 321� �� - �(� W 13 I ' 8"D 14 C 0 PVC WATER <I U W�,74 + 2"WATER STA:30+30.51 SPRING STREET _ LLI Z m Z 270 74 FL v,a o 270.66 TC 3 _ - - 8 ------ 3 - -- S -~ J STA:14+25.O2'W.POTTERY STREET -S 4 S 24 SEWER " o ' °-�Z_ W = 21 - _.- -z m __- 21 j.. J ^ E �.20 TG +0 270.0 TC 2 a`n 4 Mo J I w 270.66 FL 21 o NLU LL, 21 11 12 267.20 IS oM N O F 19 P P P ,� P ^� P = W o a 71 Q • ;.o I o. 8� - - - Q 9 0 o LLo 0 27 0 0 9 0 WATER CONS TR T/ NN TE O S UC O O S 4>> I + 42A INSTALL 2"COPPER IRRIGATION SERVICE ASSEMBLY WITH LO"METER PER `� " `� ^o o o`�" `"�o + rn '� �? I w �` I N " ELSINORE VALLEY MUNICIPAL WATER DISTRICT STD.DWG.NO.W-10. CURB DATA TABLE "" " I o MATCH LINE REFER TO SHEET C-2.0 FOR 0 BEARING/DELTA RADIUS LENGTH" REMARKS " w��*I LLI -�� �oo STA:13+75.00 W. POTTERY ST. GRADING AND DRAINAGE KEY NOTES GENERAL NOTES AND LEGEND 12 N 19'02'46.64"E - 264.90' CURB AND GUTTER "r' I + + rr I +o� REFER TO SHEET C-2.4 RE-GRADE LANDSCAPE AREA WITHIN RIGHT OF WAY AND WITHIN LIMIT o+ I _ OF WORK, TO PROVIDE POSITIVE DRAINAGE TOWARDS STREET AND 13 N 19'02'46.64"E - 299.02' CURB AND GUTTER o I .} �o�� CIVIL BID ALTERNATE 2 21 GUTTER. COMPACTION AT LANDSCAPE AREAS SHALL NOT BE GREATER 14 89°26'13.98" 16.00, 24.98' CURB THAN 857.ALL FINISHED GRADES AT LANDSCAPE AREAS TO BE 1.5' 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 - 48.37' 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 75'27'07.54"W - 25.07' CURB AND GUTTER 36"X 24"PRECAST CATCH BASIN WITH 6"THICK CONCRETE INSTALL TRUNCATED DOMES AT CURB FACE, 21 N 19'05'3&53"E - 595.44' CURB AND GUTTER O 202,PER 6-HIGH CDEBAI PER CITY OF LAKE ELSINORE STANDARD DWG C B 0 11 BOTTOM,SLOPED TOWARDS OUTLET 0 2%.GALVANIZED STEEL 26 PER DETAIL 0 22 90°1 V59.03" 16.00' 25.19' CURB AND GUTTER WITH RAMP GRATE&FRAME,BOLT DOWN&CBC COMPLIANT,PER DETAIL. C-3.0 C-32 DATE: 12/14/20 1 5"GRIND AND 1.5"OVERLAY AND PROVIDE CRACK FILL WITHIN ENTIRE 6"HIGH CURB AND GUTTER,PER CITY OF LAKE ELSINORE A H PLOT1Eo: 23 90°2226.19" 10.00' 15.7T CURB RAMP O STANDARD DWG 200,PER DETAIL C-3.0 12 WIDENED GUTTER AROUND CATCH BASIN,PER DETAIL C-30 27 WIDTH Of THE W.POTTERY STREET FROM STATION 10+28 TO STATION 3:04 P 24 90°01'32.78" 10.00' 15.71' CURB AND GUTTER NTH 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 DI rtilT IMPORTANT NOTICE 25 N 19'OPO4.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, SILL REQUIRES A DIG ALERT IDENTIFICATION NUMBER RESIDENTIAL CONCRETE DRIVEWAY,WIDTH PER PLAN,PER DRawN BY: 27 N 19*13'30.63' E - 25.11' CURB AND GUTTER A F N TE F R URVEY R: Lake Elsinore,CA 92530 SILL BE ISSUED BEFORE A "PERMIT TO EXCAVATE" ©CITY OF LAKE STANDARD RE STANDARD DWG 117,AND COUNTY 17 JOIN PROPOSED AC PAVEMENT TO EXISTING AC PAVEMENT. ADD 1000 TO ELEVATIONS (951) 471-1625 Fax:(951)471-1635 REVIEWED BY: WILL BE VALID. FOR YOUR DIG ALERT I.D. NUMBER pg N 19'02'32.77"E - 23.86' CURB AND GUTTER OF RIVERSIDE STANDARD DWG 213,PER DETAIL C-3.1 C-3.2 * I ��� CALL UNDERGROUND SERVICE ALERT AAK Workin 227-2600 38 N 70'5T22.37"W - 161.91' CURB ®4"AC PAVEMENT OVER 4"AGGREGATE BASE,PER DETAIL. 19 PCC CONCRETE ACCESSIBLE CURB RAMP,TYPE D,PER DETAIL B SHOWN ON PLANS TOLL FREE 1-800-227-2600 C-2 2 2 Working Days Before You Dig TWO WORKING DAYS BEFORE YOU DIG 52 N 19'25'03.82"E - 4.00' CURB C-3.0 C-3.2 VANI 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 gOF FOR AND HAVE BEEN FOUND ACCEPTABLE pSLq _� I tie �ti�Zy SPRING STREET 74 NU.772&3 SCALE: AS SHOWN BENCH MARK: GRADING AND DRAINAGE PLAN °F SHEETS 3-04-2021 1y14/20 ON PLAN C- OF LAKE ELSINORE BENCHMARK: Dlpires aESCRIP FILE No. 93-1 REMON HABIB,RCE No.63156 DATE AHMAD ASLAM KHAN,RICE No.77283 DATE 6/30/2021 DESCRIPTION: CHISELED SDNARE IN TOP of CITY ENGINEER IVI cone D SILVER coRrvER INrERsrcnoN POT1ERr CITY OF LAKE ELSINORE DATE: 10/16/2020 EL AND SILVER ST. 01 9-051 ELEVATION:1384.19'-DATUM:NGVD29 _ W.FLINT STREET o 0 0I f t o� 3 w 2, CD 7. . . .,,. CL IOFF 2. S MI- S 9 54"SEWER 25 21 b 2 .24 TC 4 .C4 S -.21. W 2 8 3 5272i4 F;3 $1 �72.3-4 FS 3 8 �vz n>z.T� 4 6"SEEWER W W S— LU H 34+00 8"DR14 C900 PVC WA36FOO Al 36+00 +00 LLI C/)tze.J = LLJ I S 24 S S c F o 24 STA:36+90.87 SPRING STREET- (q z d' S S STA:14+25.46 W.FLINT STREET- M W J 60 2 rc y 3 24'"SEWER W = P P P P P P P P N..C. � U P Q RAMP N.I.C. G - �_--- � W. FLINT STREET IMPROVEMENT PLAN: SPRING STREET SCALE:1"=20' SPRING STREET + o� --------- ------------- --- -- - -- - ------ - -- ------ �o w w ^ +mow Hal„9 s '® �^ S E N 't � a �1 .. N �•.47• _ _ 1 y 'S e o n r � 6 8 15 � 49 8 15 o g 15 50 o g 15 51 —STA:16+80:1T SPRINGS tKLL 3 OS„, IS STA:14+25.51 W.HEALD S REET - O 100 - 4+ 2i31VM NVBV„ NVBV M b 13+00 12+00 11+00 10 GO S NVBV M NVBV M M 2131VM„bl M M a31VM„ i M o W d31VM NVBV j o °° LL1 NVBV M 0n 11 --- =--------------------- -------------- -------------- - 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 O6"HIGH CURB AND GUTTER,PER CITY OF LAKE ELSINORE O STANDARD DWG 200 PER DETAIL OF WORK, TO PROVIDE POSITIVE DRAINAGE TOWARDS STREET AND 1" = 20 BEARING/DELTA RADIUS LENGTH REMARKS , C-3.0 21 GUTTER. TO 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 85%.ALL FINISHED GRADES AT LANDSCAPE AREAS TO BE 1.5" O6 CITY OF LAKE ELSINORE STANDARD DWG 117,AND COUNTY BELOW FINISHED SURFACES.SLOPES SHALL NOT EXCEED 3:1. 25 N 19'OY04.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 O PATE.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 4"PCC HARDSCAPE OVER 90%RELATIVE COMPACTED NATIVE, C,D 25 PER T DLETAILL RUNCATED DOMES AT EXISTING CURB RAMP, D REFER TO SHEET C-2.0�F+OR PLOTTED: 3:04 P DI 51 - - 60.75 GUTTER ONLY PER DETAIL C-3.0 C-32 GENERAL NOTES AND LEGEND WSP PROJECT"° RT 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 SILL 506 West Graham Avenue,Suite 105, REQUIRES A DIG ALERT IDENTIFICATION NUMBER C-3.1 BE ISSUED BEFORE A "PERMIT TO EXCAVATE" NOTE FOR SURVEYOR: Lake Elsinore,CA 92530 DRAWN BY. I SILL CC TER E WILL BE VALID. FOR YOUR DIG ALERT I.D. NUMBER *ADD 100070 ELEVATIONS AAK CALL UNDERGROUND SERVICE ALERT (951) 471-1625 Fax:(951)471-1635 REwEwEp BY: II 1-800-227-2600 TOLL FREE 1-800-227-2600 2 Working Days Before You Dig TWO WORKING DAYS BEFORE YOU DIG SHOWN ON PLANS ENG.DEPT.REVIEW:C.NORVANI 3-4-21 Ci-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 gOF FOR AND HAVE BEEN FOUND ACCEPTABLE PSLq e SPRING STREET 74 NO,77263 SCALE: AS SHOWN BENCHMARK: GRADING AND DRAINAGE PLAN OF SHEETS 3-04-2021 12 14/20 * CITY OF LAKE ELSINORE BENCHMARK: Dlpires ON PLAN A-93-13 REMON HABIB,ICE No.83156 DATE AHMAD ASLAM KHAN,EDGE No.77283 DATE 6/30/2021 DESCRIPTION: CHISELED SQUARE IN TOP OF FILE No. CITY ENGINEER IVI CURD AT EAST CORNER INTERSECTION POTTERY CITY OF LAKE ELSINORE V DATE: 10/16/2020 ST.AND SILVER ST. 019-051 ELEVATION:1384.19'—DATUM:NGVD29 z1 o II CURB DATA TABLE �X BEARING/DELTA RADIUS LENGTH REMARKS SPRING STREET +,n rn w w 1 a;`�x i - � 19 N 70'59'49.80"W = 48.37' CURB AND GUTTER 20 N 75'27'07.54"W 25.07' CURB AND GUTTER --- --� - - - -- --- -- --- --- ---_- - mil+++I�,. _N -1 _ d " •',,) a . 29 N 70°20"06.17 W - 1488' CURB AND GUTTER ce<' - 30 N 71°56'1088"W - 15.00' CURB AND GUTTER h _ ---_ ;o'b ,O. 21 I ,S a 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 g - 2131 33 N 70'S9'49.80"W - 41.68 CURB AND GUTTER - 35 8 20 - m 34 N 70'59'49.80"W - 6826' CURB AND GUTTER �I� 9 - 2, STA:23+60.43 SP ING STREET 35 N 69'19'40.18"W 8.58' CURB AND GUTTER M w 36 STA:14+25.46 W.SUMNER STREET w e 3 36 N 70'59'49.80"W - 3.0, CURB AND GUTTER y 16+00 15+00 .7no "e 14++ 37 N 70'44'39.28"W - 20.55' CURB AND GUTTER W/MAINTENANCE CURB 3 19 I MATCH LINE 38 N 70'57'22.37"W - 161.91' CURB 32 s 3, 3o zs '0 6 3 s - STA:14+75.00 W, SUMNER ST. 39 23'46'18.58 26.00' 31.54 CURB N 40 223'46'18.58" 26.00' 101.54' CURB s REFER TO SHEET C-2.4 41 21'53'0929" 85.00' 32.47' CURB 'nr;• ;N�` ,u 42 N 72'02'1890' W - 10.00' CURB H> 1{ - _ 43 9 04'39 61 1 10' AND G '-----------_---- --- ---- -------- -- --- ---i __ ..? --- 44 90*00,00" S50' 864' CURB N 6' W CURB UTTER. 41 _ II 45 90*00,00" 5.50' 8.64' CURB o N o o o 0 t w o ' I. - •� 46 N 70°56'41.19"W - 20.96' RESIDENTIAL DRIVEWAY SPRING STREET 47 N 70°57'22.37"W - 94' CURB N w +^� w + w N o 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 I SPRING STREET 4 O 6"HIGH CURB,PER CITY OF LAKE ELSINORE STANDARD DWG LL LL MATCH LINE o zoz,PER DETAIL c-3.o o N iH+I w STA:14+75.00 W. POTTERY ST. N 4,`-�II I`• ✓> I I ++i - o I O 6"HIGH CURB AND GUTTER,PER CITY OF LAKE ELSNORE A STANDARD DWG 200,PER DETAIL � w REFER TO SHEET C-2.2 �w RESIDENTIAL CONCRETE DRIVEWAY,WIDTH PER PLAN,PER A 6 CITY OF LAKE ELSINORE STANDARD DWG 117,AND COUNTY O I - CNN ----------- -- ----- -- -- --CIVIL BID --------- -------- - -�• �- - --- N------- - I � OF RIVERSIDE STANDARD DWG 213,PER DETAIL ALTERNATE _ 4E�� a o 1 _O ® 4 AC PAVEMENT OVER 4"AGGREGATE BASE,PER DETAIL. C-3.0 5 2 ' 41 47 2 STA:30+0.5g SPRT m ' -_ --�� o w Og 4"PCC HARDSCAPE OVER 90%RELATIVE COMPACTED NATIVE, C,D 8 I NG STREET `� I 'S3, �8 �/ J PER DETAIL C-3.0 16 42 s,, _. - ry,STA.14+25.02 W.POTTERY STREET _ � Q d]1VM„9 I I I_ 0 PCC CONCRETE ALLEY INTERSECTION(TYPE A),WIDTH PER 10 PLAN,PER CITY OF LAKE ELSINORE STANDARD DWG 215,PER 17+00 16+00 15+00 14+00 I 13 J W W DETAIL 16+82.50 21 38 8 2 AA 6"I -J m 14 6"HIGH MAINTENANCE CURB AND GUTTER,PER DETAIL F W 0,00 CIE OFFSET39 `° 21 - � _ W C-3.1 U to 264. 6 TO n re 16 24"WIDE CURB OPENING WITH 4.0'X4.0'RIP-RAP. 26426 FSTj 'r � 20 RELOCATED WOOD FENCE AND GATE AT PROP E/ 9 I NOT IN CONTRACT,FOR INFORMATION ONLY. w _ RE-GRADE LANDSCAPE AREA WITHIN RIGHT OF WAY AND WITHIN LIMIT o 0 0 0 0 o rn l o N I v o o I CIVIL BID 2 OF WORK,TO PROVIDE POSITIVE DRAINAGE TOWARDS STREET AND _ O GUTTER.COMPACTION AT LANDSCAPE AREAS SHALL NOT BE GREATER n ~ o 1 M o*°t f 1 ALTERNATE 2 I THAN 85%.ALL FINISHED GRADES AT LANDSCAPE AREAS TO BE 1.5" M o +M o 4 S �+oo "„�„ BELOW FINISHED SURFACES.SLOPES SHALL NOT EXCEED 3:1. SPRING STREET `" �"" `��' `� �� �� MATCH LINE 15 GRIND AND 1.5"OVERLAY AND PROVIDE CRACK FILL WITHIN ENTIRE IMPROVEMENT PLAN: W.POTTERY STREET STA:13+75.00 4°+08,°EXCEPTWIN POTTERY WHERE NEW P°AVEIMENT SURFACEIIIS SCALE:1"=20' W. POTTERY ST. CALLED our IN THESE PLANS. M wi REFER TO SHEET C-2.2 + N M CIVIL BID d --- - ALTERNA TE 2 0 w 0 LU 0 2 + c @J 8 W w= am� pU, 6 W 3 12 o0 - - -oja - - - 11+00 - - - - 10 00 20 0 20 40 CID LU I a o 276.79 TC y r o 277.13 TC _ 27 1" = 20' i 45 21 276.79 FL z w 277.13 FL 21 SCO2 feet W =I - 21 43 20 20 9 _ (w 0 L �� Q I DATE: 12/14/20 9 T N 9 I REFER TO SHEET C-2.0 FOR PL°T� 3:05 P DI RT MPORTANT NOTICE J w o m w o" 9 ��J 2 I GENERAL NOTES AND LEGEND WSP USA w P PROJECT N°. 31600092 0 o p DESIGN BY: SECTION 4216/4217 OF THE GOVERNMENT CODE I +I+i o ,"'n V m o,J -b I+ `^" I-+I+I U o o U 506 West Graham Avenue,$UItE 1Q5, DRAWN BY: SILL REQUIRES A DIG ALERT IDENTIFICATION NUMBER �' °'- �'- ^- _ o�� moo^ o"" NOTE FOR SURVEYOR: BE ISSUED BEFORE A "PERMIT TO EXCAVATE" N N I? +oN N o +�_ +°J^^ o Lake Elsinore,CA 92530 BILL WILL BE VALID. FOR YOUR DIG ALERT I.D. NUMBER "' """ `� `�"CNN +`�`� f� , *ADD 1000'TO ELEVATIONS ( AAK 951 471-1625 Fax: 951 471-1635 REVIEWED BY: 1-800-227-2600 CALL UNDERGROUND SERVICE ALERT 2 Working Days-2 Before7- You 600 TOLL FREE 1-800-227-2600 IMPROVEMENT PLAN: W. POTTERY STREET SHOWN ON PLANS TWO WORKING DAYS BEFORE YOU DIG .. C-2.4 ENG.DEPT.REVIEW:C.NORVANI 34-2111ALE:1 =20 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT MARK REVISIONS APPR. DATE CITY OF LAKE ELSINORE SHEET I$ APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS gOF FOR AND HAVE BEEN FOUND ACCEPTABLE pSLq tip SPRING STREET 74 /7 k� -�A'�°" NO,77263 SCALE: AS SHOWN BENCHMARK: GRADING AND DRAINAGE PLAN OF SHEETS 3-04-2021 12/14/20 * CITY OF LAKE ELSINORE BENCHMARK: Dlpires ON PLAN A-s3-13 REMON HABIB,RCE No.83156 DATE AHMAD ASLAM KHAN,RCE No.77283 DATE 6/70/2021 DESCRIPTION: CHISELED SQUARE IN TOP OF FILE No. CITY ENGINEER IVI CURB AT EAST CORNER INTERSECTON POTTERY CITY OF LAKE ELSINORE V DATE: 10/16/2020 SF AND SILVER ST. 019-051 ELEVATION:IMIAS'-DATUM:NG.12 VAR/ES 5'OR 6'SIDEWALK VARIES 1,7 " AND L'ASy APPROVED PROPERTY 5'OR 6'SIDEWALK LYABB FACE P�\ /NBCOMMERC/ALINS LINE 6" I-I/2' 14" SEE NOTE/7 COLD JO/Nl� 8"M/N. bLTROWEL 3/8 NOMINAL CURB AND GUJJER 4 CURB ANO GUTTER Sy/RFACINO PER FOOT CO =J/i'PER FOOT.I"PfR FOOT CURB FACF BATTER=.fiJ2� �D SECT/ON "A—AYARMS SECT/ON 'A—A„ / "LOIT60,MAX.WEAKENED JO' JO' /D' l0' JO !O' LINEPLANE JOINTS O �A B.C.R SCORE ONES BETWEEN B.C.R. 95X COMPACT£➢SUBGRADE n !0' i0' /O' l0' 10 10' WEAKENED PLANE JOINTS 6'5IOEWALK -- / T 1 B-7/2 959,COMPACTED SUBGRADE y TOP OF CURB ONOTES.' WEAKEN➢PLANE JOINTS 1.)CONCRETE SHALL BE CUSS 560-C-3250 P.C.C.;CURED W/1H WNl7E PIGMENTED A GUTTER V CURING COMPOUND, WEAKEND PLANE JOINTS ACC.SIDEWALK SCORE LINES BETWEEN PLAN VIE W 2.)ALL EXPOSED CORNERS SHALL BE FIN/SHED WITH 1/2'RADIUS. NOTES.• (TYPJ WEAKENED PUNE JO/NIS NOTES.• A n"P• NOTES.' SJ f7NlSH SNA(C BE FINE BROOM. 7.) CONCRETE SHALL BE CUSS 560-C-3250 P.C.C.,CURED W/TH WHITE PIGMENTED CURING COMPOUND. 1.)THICKNESS OF SIDEWALK SHALL BE 4"EXCEPT/N DRIVEWAY APRONS, WHERE 6"IS REQUIRED I. THICKNESS OF SIDEWALK SHALL BE 4'EXCEPT IN DRIVEWAY APRONS WHERE 6'/S REQUIRED 4.)EX/SHNG P.CC.SHALL BE SAWCUT AT wwwEO PLANE JOINT PR/OR TO REMOVAL. FOR SINGLE FAMILY RESIDEN77AL DRIVEWAYS.AND 8"/5 REQUIRED FOR ALL OTHERS FOR RESIDENTIAL DRIVEWAYS AND 8'/S REQUIRED FOR COMMERCIAL DRIVEWAYS. 5.)CURBS SHALL HAVE WEAKENED PLANE✓OIN75 AT!0'/NTERVLS,• S)ALL EXPOSED CORNERS SHALL BE FIN/SHED WITH 1/2-RADIUS NO SCORELINES ALLOWED. SJ FTWSH SHALL BE FINE BROOM 2)SIDEWALK SHALL HAVE 1-1/2"DEEP WEAKENED 2.S/➢£WALK SHALL HAVE 1/2'PREMOLDED EXPANS/ON JOINTS AND 1-1/2'DEEP WEAKENED 6.J WHEN CURB AND GUTTER/S PLACED BY AN EXTRUSION MACH/NE,FINISHING PLANE JOINTS AJ INTERVALS SHOWN HEREON. JOINTS SHALL HAVE EDGES WITH 1/8'RADII. PGNf JOINTS AT INTERVALS SHOWN HEREON. JOINTS SHALL HA YE EOCfS W JH 1/8"RADII. WORK SHALL PROVIDE AN ACCEPTABLE FINISH AND WEAKENED PUNE JOINTS 4.)EXISTING P.C.C.SHALL BIT SAWCUT AT JOINT PRIOR TO REMOVAL. 3)CONCRETE SHALL BE CLASS 520-C-3250 J.CONCRETE SHALL BE CUSS 520-C-3250, CURE WITH WHITE PIGMENTED CURING COMPOUND. IDLY BE SAWCUT. S)CURBS SHALL 1(A VE EXPANSION JOINTS AT OCR.AND E.C.R.AND WEAKENED PLANE CURED WITH WHITE PIGMENTED CUR/NG COMPOUND. 7.)A MIN/MUM I'BIDE A.C.PAVEMENT REPAIR.PATCH/S REQUIRED WHEN CURB AND JOINTS AT 10 /NIERVALS ONLY. 4. 18"MOISTURE PENETRATION REQUIRED PR/OR TO PLACING CONCRETE/N SIDEWALK AREA - CUTTER/S PLACED ADJACENT TO EX/S77NG A.C.PAVEMENT 4.)18"MOISTURE PENETRATION REQUIRED PR/OR TO PLACING CONCRETE IN SIDEWALK AREA (NON-EXPANS/YE SOIL AS DETERMINED BY SOILS TEST ARE EXEMPT AND REQUIRE ONLY 6.)WHEN CURB AND GUTTER/S PLACED BY AN SH AND MACHINE, RIVE JOINTS B.)MIN.PERMISSIBLE CRADE 1.0 X UNLESS APPROVED BY C/JY ENGINEER WORK SHALL PROVIDE AN ACCEPTABLE f7N/SN AND WEAKENED PUN£JO/NIS (NON-EXPANS/VE SOIL AS DETERMINED BY SOILS TEST ARE EXEMPT AND REQUIRE ONLY SURFACE WE7T/NC) B.)SCOPE TOP OF CURB 1/4"PER FOOT TOWARD STREET MAY BE$AWCUT. SURFACE Wfrr/NCJ 5.PARKWAY FROM CURB TO PROPERTY CINf TO BE BROUCH7 TO GRADE BY CONTRACTOR 7.)SLOPE TOP OF CURB 1/4-PER FOOT TOWARD STREET 5.)SIDEWALKS SHALL BE FORMED/N SUCH A MANNER AS TO MA/NTA/N 48-MIN/MUM OF BEFORE FINAL APPROVAL UNOBSTRUCTED PEDESTRIAN WAY AT ALL LOCATIONS,INCLUDING BUT NOT LIMITED TO 6.SIDEWALKS SHALL BE FORMED IN SUCH A MANNER AS TO MAINTAIN 48"MINIMUM OF ELECTROLERS POWER POLES,AND FIRE HYDRANTS UNOBSIRLICTfD PEDESTRIAN WAY AT ALL LOCATONS,INCLUDING BUT NOT UM?f0 TO ELECTROL/ERS,POWER POLES AND FIRE HYDRANTS a � ENGINEERING are 07/09 a ENGINEERING ..0711" �W � ENC/NEER/NC ora 07/09 a,� � ENGINEERING as 07/09 CITY OF LAKE ELSINORE CITY OF LAKE ELSINORE CITY OF„LAKE ELSINORE �„ CITY OF LAKE ELSINORE I TYPE 6 „a eat Grr r TYPE 6A CURB 201 CONY/NGUOUS SIDEWALK / �^�✓'—�� NON—CONTINGUOUS 0 INTEGRAL CURB AND 200 n L„„a, a,s 2f0 a n„ „F 211 GUTTER SIDEWALK 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 BASE GALVANIZED FRAME AND GRATE OPENINGS NOT TO ASSEMBLY,ADA COMPLIANT, EXCEED 1/2" MEDIUM DUTY,BOLT DOWN BOTH DIRECTIONS '• '•' ' ELA��E�MPA�TED CATCH BASIN � 8"THICK P.C.C. X. A»` .M �: A/C PAVEMENT � Loos£FRAME PAVING /� NOT TO SCALE NOTCH 3"(TRAFFic) 2"(TYP) 1 1/2"(PEDESTRIAN) •; „ 4"PCC HARDSCAPE 4"THICK SIDEWALL EXCAVATED TRENCH "�� •• ' ,.. . 4PLER PER WIDTH AN PLAN LOCATOR TAPE NOTE 1.CONCRETE SHALL BE 560-C-3250. PER PLAN INSIDE 2.IN ALL CASES SUBGRADE SHALL BE COMPACTED TO 0%REL RELATIVE COMPACTED SUBGRAD 12 HEIGHT OF BOX. 6"-12" \ \ A 95 RELATIVE COMPACTION TO A DEPTH OF 6 /�/\\/\\\/ /�\\\ COVER \ \j\ F U\ _ CONCRETE BAND AT CATCH BASIN H� 12"X18"THIN WALL P.C.C. HARDSCAPE p KNocKours,SLEDGE o NOT TO SCALE OUT AS REQUIRED. \ / o SPRINGLINE PIPE \ w NOT TO SCALE OUTSIDE HEIGHT OF BOX P.4 PLACES) = - \ V DTH \ INSIDE HEIGHT OF BOX+ w 6"THICK BOTTOM _ 6"MIN. OUTSIDE WIDTH OF BOX= �V 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 NOTE _ 10/14/20 TRENCH FOR STORM DRAIN �� ) PLOTTED USE HORIZONTAL WYE 1.WHERE OCCURS IN PAVED AREAS AND GUTTERS H SHALL ALSO APPLY. 4:48 P c-3.o NOT TO SCALE FITTINGS AT ALL STORM DRAIN A TEPAL� wsP PROJECT No. 31600092 CONNECTIONS (TYP) WSP USA DESIGN BY: SILLSTORM DRAIN CATCH BASIN 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 REMEWED BY: AAK ENG.DEPT.REVIEW:C.NORVANI 3-4-21 C'-3'0 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT MARK REVISIONS APPR. DATE CITY OF LAKE ELSINORE SHEET 19 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS gOF / FOR AND HAVE BEEN FOUND ACCEPTABLE ,1 1A1 e PSLA SPRING STREET 74 3-04-2021 --�A• o`. c, NO,77283 SCALE. AS SHOWN BENCHMARK: 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,RICE No.77283 DATE 6/30/2021 DESCRIPDON: CHISELED SQUARE IN TOP OF FILE No. CITY ENGINEER IVI CURD AT EAST CORNER INTERSECTION POTTERY CITY OF LAKE ELSINORE N DATE: 10/16/2020 5T.AND SILVER ST. 019-051 ELEVATION:1384.19'-DATUM:NGVD29 Flush curb RAN Flush curb RSV PROPERTY LINE ? w? WEAKENED PLANE w detectable warnings ui+E• detectable x RR-_W ODINT AT WINTERVALS pp p ID warnin S RNV w A� RNV �w RNV UZ~O YA/ES g STREET LIGHr /, -_ - _-,-. - r iz L mgiw I I I PLAN z e a oL,gN �T�,�N/M -JI < ry -M I WEAKENED PLANE JOINTS sidewalk sidewalk 2 a E v--I A WEgKEN£O PLANE�wr I o N N I (SEE NOTE NO.3 N -- g �'+`'d:rF ';>::;., -•1;.•:_'..-_- GRADE BREAK 1 N 1 `Q TRANSITION z• I 6u 3 ''� �• FLOW IHIFYW1r011IHID WRB SIDEWALK W' 3 W2 " W 2 m rc 7 1 1 1 ¢ a fFYR SECTION SECTION w 2 2W •„- S/OEWALK W 5' Y2 N O /N O O7 u2 ...y ai a2 f.M� 3 j V TOP OF CURB U z Q w K 'M/A -„.;::...:•.,:. r.Js h N w w LD LL LFD 0 1 w SECTION SECTION DRIVEWAY APRON w F 1 K 0, rn - b b 1 ,2 b 1 b2 b ct '_;tsx:::,,,-,,::,,-: ::':•...•...;,;.t,,.:::_:;i :, ;.t: ''.":3••.::a<.:_._ y •ten `n o. 00W - - ;>'r5_ - .`• E FLOW TYPE A:...... TYPE B.• N0 STANDARD ALLEY LNTERSECTION ALLEY INTERSECT/ON A Q q- g TYPE A-5 OR A-8 CURB w 4' MAINTAIN STRArGy(T LAI' WITH OFF-SET FLOW LINE •X I W 2' T_RESIDENTIAL 12'MIN.39 MAX..-.3' 2' amm A FLOW LINE a• PLAN °� PLAN ALLB D E MIN. MIN. - O i WHEN NO SIDEWALK WITH SIDEWALK ❑�� MEDIUM EXISTS OR IS ors .�0 BROOM WEL lSH I��}� I bz A• 6-CF. 8-C.F. DYER 8'C.F. R, M/N. MAX. NOT REQUIRED ,,��(( Iirr yJHE Rio 12" P; 6' 8' OB.ATX /2' 30' W' f1pF ` / F/N/, SLOE-1 2"PER 1' i_ m PLAN Z CONC.MYfl1E1R " s 'F-F- .0 hA. DEPTH�T TO EXCEED 1E Fy RI • -T•-• 1�2' pV�p� OGT/ER Y PARKWAY VAR/ES �BOgFl11ON "Y ;-h,:+ I 'F<-P;.+{` HAD- •l/4"COLD JOINT nDb'Il1E .0-PER Sm.No.21. PER PLAN iN'•- ' _ REBAR �• -----__ al 02 ----- F.L. �'. j REBAR DETAIL 6" PLAN MB� E gyp'PL11'" ' / / � SECTION - ', O az ;._ ._;.; ..; ....., ..' SECT/ON sl-A" SECTION -: 909 RELATIVE - .ve•Lr b bt bt COMPACT/ON " CROSS GUTTER u ly SECTION A-A" a PAV CROSS curTER� rB TaANynoM 6"FOR SINGLE FAMILY a" H- -{ A.C. EMENT - ' 8'FOR MULTI-FAMILY DWELLINGS NOTES: ALLEY INTERSECTION.- 1)ALL CODURIN C�COMPOUND. BE CLASS 520-C-3 ESS 250 CURED WITH WHITE PIGMENTED F I K ��E'(RIC HANDICAP ACC 2.)ALL EXISTING P.C.C. TO BE REMOVED SHALL BE SAWCUT AT THE JOINTS. - IS NOTES• PA V/NG DETAIL BASE 3..)DRIVEWAYS 07TH WIDTHS BETWEEN 14'AND 20' SMALL HAYS/ WEAKENED PLANE AT 6MN 1 , NOTES' JO/Nr AT 1/2W.DRIVEWAYS W/DER THAN 20'SHALL MAVE WEAKENED PLANE JOINTS I 1.)ALL CONCRETE SHALL BE CLASS 560-C-3250•CURED WITH WHITE PIGMENTED CURING COMPOUND. I.J V=REE/gcHES,UMESS'asMRmsE ST¢InEa NOT TO EXCEED 7'VL cENr£R. NOTES: NOT TO SCALE 2.)O/NENS/ONS MAY BE INCREASED DEPENDING ON DRAINAGE CONS/DERAT/ONS- 2.)ro/grs a el 62 SMw.BE M A S Au T cgAnE ecnre[q ro/grs a el W AND Fwgrs a 0 e2 q[sv[crrvFt Y. A)FOR NEW DRIVEWAY APPROACHES ON EX1577NG STREETS A 12"WIDTH OF 1. ALL CONCRETE SHALL BE CLASS 520-C-3250 J.)6-CLA55 2 AGGREGATE BASE SHALL BE PLACED AND COMPACTED TO 95X RfLA77VE COMPACT/ON x)c0,viceErE Snq ACE Foe roVR IlxeEs oe G0N sroE of A lz0w uqE siuu.az.-A SFEF raowcx ngaH FxcEPF BEnrE[rwE ASPHALT CONCRETE SHALL BE REMOVED AND REPLACED TO PVC GUTTER DEPTH. 2. 20'OF FULL-HEIGHT CURB REQUIRED BETWEEN DRIVEWAYS WITHIN ANYONE PROPERTY FRONTAGE. UNDER CROSS GUTTER AND SPANDRELS. R,nzReary uME ANB rqE CBTrea now unE 5.)DRIVEWAYS FOR CORNER LOTS SHALL BE LOCATED ADJACENT TO THE PROPERTY 3. ROOT BARRIERS ARE REQUIRED FOR ANY TREES PLANTED WITHIN THE STREET RIGHT OF WAY. 4.)SPANDREL WEAKENED PLANE'JOINT LOCATIONS WILL BE DETERMINED BY ACCESS RAMP LOCATIONS AYE-UN/£A alNFgmBE cr-'wxa LINE AWAY FROM THE INTERSECTION. 4. WHEN ABUTTING SOIL HAS A HIGH SULFATE CONTENT,SPECIAL CONSIDERATIONS ARE REQUIRED. 5.)A MIN/MUM 1'MOE A.C.PAVEMENT REPAIR PATCH/5 REQUIRED wNfN CROSS CuTT£R/S PLACED S)CURB FACE SYtlLL B£YAatIBIF BL'IWFEN(/VIES b GI 02 ANn s c1 1. 6.)WIDTH DIMENSION SHALL MATCH WIDTH OF CARAGE(S)OPENING UNLESS OTHERWISE S. W CURB FACE NOT ALLOWED. ADJACENT TO EXISTING A.C.PAVEMENT. I.)CURB FACE SMML BE'ZF.M/NCH IFM[FN NnfS a 0 AT-0 bl 6 (SYBEW ARFAJ W MI-ACCESS roq A/E NANB/UPPEB. APPROVED BY THE CITY ENGINEER. B)CURB BETWEEN P.R.C.S SMALL BE CONSIDERED AS PART OF CROSS GUTTER ),)CUgB gER/Mle yell MAK A RABNS(q)tK I2 FEE/UN[F25 OTNFRmSE BPECMIEO. CUgB aAe/UB SMALL NBF EXCECO BOABER morM. 7.)14X MAX. GRADE BREAK BETWEEN DRIVEWAY AND APPROACH 1S ACCEPTABLE. e.)cngcaerE RAVEIRNT ywl M a/MCMes Haar uMUxs BTM6nwsE sREcrAEB. 8.)STRUCTURAL SECT/ON COMPACTION PER APPROVED PLANS OR MIN.CALTRANS STANDARDS APPROVED BY: COUNTY OF RIVERSIDE B.)Au rogcanE ylMl.r cuss swt-suq cwm w1n InBFE txwexrEo cuMAw rowrouxa �� � ENGINEER/NC as 07/09 CITY OF LAKE ELSINORE DIRE¢fOR OF� PGRTATION DATE:05rotro] - ENC/NEER/NG arr 07/09 gEWyO ENGINEER/NC mr O7/09 RESIDENTIAL DRIVEWAY �� CITY OF LAKE ELSINORE °'� M "° CITY OF LAKE ELSINORE RACR1AiB Br IMMUC wbRas GEORGEA JOH oN.RCE ague WITH SIDEWALK AT R/W BF naPAAEB BY Hretr laxs AgrRAgrB er lFlra B011Aa J/�� REVISIONS REV. BY: APR DATE REV. BY'. APR DATE y RESIDENTIAL DRIVEWAY s „_ _ 4,�eq CROSS GUTTER ^a Q �(�_,' �//// AO' �ry A APPROACH 117 2 B rANOAFONo z13 `- LAYOUT 209 PAS � ALLEY INTERSECT/ON 214 C?Y!ciMEfR RESIDENTIAL DRIVEWAY A CROSS GUTTER LAYOUT (5 ALLEY INTERSECTION (TYPE A) NOT TO SCALE NOT TO SCALE NOT TO SCALE 1.-12(8.33XJ MAX.SLOPE 1:76•(C6/7X 6AUN�S,�1PE B'CURB:8'TO 9' LANCING 4'MIN 3.0' 12.5J' 3.0' FLUSH 7R NS/LIP) OP OF RAMP ROLL EO - MDiH SHOWN ON PUN 4'M/N. - HI"MIN 1/2' -COLD JOINT _ GUTTER ° n ELEVATION VILE SEC ION 'A-A' JOINT __.T 3 112. 1/2e\ // 12' ,WEAKENED-PLANE JOINT 1..� R^V LEKISTING CURB SHOWN INDICATE WHERE OTHERWISE GUTTER PLAN VIEW GROOVING DETAIL B \ NOTES: I-CONCRETE SHILL BE 520-C-5%1 ��.u/�NED /� �' 3.0' 12.5' 3.0' .. JOINT 9 24" WIDE GUTTER DETAIL NOTES NOT TO SCALE 1.)ALL ACCESS RAMPS SHALL BE CONSTRUCTED TO THE MOST CURRENT REOU/REMENTS Of THE AMERICANS `Q WITH 015ABIL177ES ACT(ADA)STANDARDS/CALIFORNIA CODE OF REGULATIONS T17LE 24-ACCESSIBIUTY REGULATIONS ADJUSTMENTS SHALL BE MADE IN THE FIELD TO ACHIEVE RAMP CONDITIONS _ PROFILE VIEW 2.)CONCRETE SHALL BE CUSS 520-C-3250 CURED MTN WHITE PIGMENTED CURING COMPOUND. A)A LEVEL 4'MINIMUM DEPTH LANDING/S REQUIRED AT THE TOP OF THE RAMP OVER THE ENTIRE RAMP 24" 18" NOTES: WIDTH CROSS SLOPE OF LANDING MAY NOT EXCEED 1:50(2.OXJ. PER PLANS 6 4.)X SHALL HAVE A MAX/MUM SLOPE OF 1:10(ICK)(6-CURB X=5,8'CURB X=7'87 1 4'R TYPICAL 12" 1. CONCRETE SHALL BE 111-C-3211 P.C.C., /F THE LANDING IS LESS THAN 4.X SHALL HAVE A MAX/MUM SLOPE OF 1'.12(8.33X). FLUSH TRANSITION (TYP.� / CURED WITH WHITE PIGMENT COMPOUND. S)GROOVED BOTHER SHALL Of 1O WIDE RO ALONG THE TOP AND SIDES Of THE RAMP AT THE LEVEL - SURFACf OF THE SIDEWALK. OMIT GROOVES ADJACENT TO NON-PAYED AREAS. 2.0% 2.01 TOP OF PAVING 2. ALL EXPOSED CORNERS SHALL BE FINISHED 6.)RAMP SURFACE AND FLARED SIDES SHALL BE SLIP-RESISTANT AND SHALL BE OF CONTRASTING 8'3% _ .��\ NTH 1/2"RADIUS. FINISH FROM ADJACENT SIDEWALK(MEDIUM BROOM FINISH OR EQUIVALENT). / / 3. FINISH SHALL BE MEDIUM BROOM. 4. EXISTING P.C.C.SHALL BE SAWCUT AT 8"THICK RC 0. iAAj���V�nA �/, � JOINT PRIOR TO REMOVAL. B.)THE scoP£s of rHE,eonv.GDr�R Da AccEssiBLf Tourf Aa✓oiMNc THE cuRe RAMP sHAc[NDT CONCRETE BASE MATERIAL AS �j�A�AA� j;.._ 5. CURBS SHALL HAVE WEAKEND PLAN JOINTS EXCEED 1:20(5%)WIMN 4'OF THE TOP AND BOTTOM OF THE RAMP. SHOWN ON PLANS 90%COMPACTED AT 10'INTERVALS ONLY. 9.)DIMENSIONS SHOWN FOR SLOPING PORTIONS OF RAMP MAY VARY DUE TO FIELD 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. " % I ) PLOTTED: ` ENGINEERING a„F 07/09 2.IN ALL CASES SUBGRADE SHALL BE COMPACTED TO 4:48 P MTE 4L9 CITY OF LAKE ELSINORE A 95%RELATIVE COMPACTION TO A DEPTH OF 12"' WSP PROJECT NO. v AFWBYRPxsxusgs MAINTENANCE CURB �� 3ls0009L I or J WSP USA DESIGN BY: <1- y ACCESS RAMP: MP. VALLEY GUTTER DETAIL NOT TO SCALE 506 West Graham Avenue,Suite 105, ELL TYPE / 1214A E NOT TO SCALE Lake Elsinore,CA 92530 DRAWN BY: sLL ACCESS RAMP (TYPE I) �p� (951) 471-1625 Fax:(951)471-1635 REVIEWED BY: AAK NOT TO SCALE ENG.DEPT.REVIEW:C.NORVANI 3-4-21 C-3.1 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT MARK REVISIONS APPR. DATE CITY OF LAKE ELSINORE SHEET 20 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS gOF / FOR AND HAVE BEEN FOUND ACCEPTABLE PSLA SPRING STREET 74 3-04-2021 10/14/20 NO,772&3 SCALE. AS SHOWN BENCHMARK: DETAILS 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 SQUARE IN TOP OF FILE No. CITY ENGINEER IVI CURB AT EAST CORNER INTERSECTION POTTERY CITY OF LAKE ELSINORE DATE: 10/16/2020 ST.AND SILVER ST. 019-051 ELEVATION:1384.19'-DATUM:NGVD29 MONOLITHIC CURB 4'-0"MIN I REMOVE&RECONSTRUCT A� MEET SIDEWALK ELEVATION LANDING PAVEMENT AS SHOWN ON TABLE A TABLE B BACK OF SIDEWALK UNE OF CURB PLANS TO PROVIDE�% 4'-0" 6"MONOLITHIC CURB SEE NOTE#6 a MAX SLOPE WITHIN 4-0" MIN SEE NOTE 2 R RAMP APPROACH. X Y Z CT X Y Z Zi 3'-0" :. EXISTING 33%MAX CURB RAMP SIDE CURB CURB RAMP SIDE SIDE p m 'v� T' - NON-CONTIGUOUS -' HEIGHT LENGTH SLOPE TRANS. HEIGHT LENGTH SLOPE SLOPE a x yc 4'-0" 45` 1 ..:.I4'-O" Iflum .,.,-..: .... (12:1) (10:1) (12:1) (10:1) (12:1) MIN I' _- 3•_D^ SEE NOTE 2 TRUNCATED DOMES �'1 1• 1,_O" 1, 6„ O•_O" 1" 11_0" 1•_6" 1'_0• TRUNCATED DOMES SEE STANDARD 3'-0"MIN i.....i..i t DRAWING G-30 2" 2. 0" 1' 8" 0'-0" 2" 2'-0" 1'-B" 2'-0" EXISTING CONTIGUOUS FACE OF CURB SIDEWALK :: \\ 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" TRUNCATED DOMES 4'-0" TYPICAL PLAN e•MAMINX 5" 5'-0" 4'-2" 0'-0" 5" 5'-0" 4'_2' 5'-0" A TRUNCATED DOMES a 6" 6'-0" 5'-0" 0'-0" B. 6'-0" 5'-0" 6'-0" PLAN X TOP OF CURB THE RAMP SIDE FLARES AND GROOVES 833y MAY BE ELIMINATED BY THE ENGINEER MqN a 7" 7'-0" 5'-10" 1-0" 7` 7'-0" V-10" 7'-0" AND REPLACED WITH A MONOLITHIC 5.0%MAX _ CURB FLUSH WITH THE EXISTING J�_ B. 8'-0" 6'-8" 2'-0" 8" 8'-0" 6'-8" 8'-0" GROUND AND SIDEWALK. III,\ TYPE A AND B CURB RAMPS TYPE A-1 AND B-1 CURB RAMPS - I 'EDGE OF CT I 4'-0" I CT , GUTTER FLOW LINE A 'o� - A DTRUNCAEEAIL BTED DOMES .r SEE NOTE 7 TABLE C ELEVATION - 4'-0"MINIMUM LANDING 6" 3'-0" X CT CURB CURB NOTES 3'-0"TRUNCATED DOMES HEIGHT TRANS. NOTES (12:1) 1. DIMENSIONS X,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. ° ^ MAY BE REQUIRED TO COMPLY WITH ADA REQUIREMENTS TO MEET EXISTING GRADE. 4' 0"MIN LANDING 6" 6'-0` 2, Z•REFERS TO Z OR Z1 IN TABLE S. Z SIDE SLOPE 5%MAX GUTTER 3-0" 2.CONCRETE SHALL BE CLASS 520-C-:3230 4"THICKO AT TR MINIMUM APRON SLOPE SEE NOTE 2 7" -O" SHALL BE 10:1,EXCEPT PER NOTE 3. •° RAMP OPENING DOMEUNCATED T S 8r%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 DRAWNG 12 •- • •"'"• REQUIRED FOR A COMPLETE RAMP INSTALLATION. LANDING CANNOT BE CONSTRUCTED DUE TO INADEQUATE SECTION A-A G-32A,DETAIL B -- ,L 9" 9-0" RIGHT OF WAY, A 3'MINIMUM LANDING IS ACCEPTABLE 4"THICK MIN 4.IF OBSTRUCTIONS SUCH AS INLETS,UTILITY POLES,FIRE HYDRANTS ETC,ARE ENCOUNTERED, NOTES: • s12" THE RAMP LOCATIONS MAY BE ADJUSTED UPON THE APPROVAL OF THE AGENCY. 10' 10'-0" WITH PRIOR AGENCY APPROVAL AND PROVIDED THE SIDE 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 Z1 IN OF WAY EXISTS, TYPE C RAMP IS NOT TO BE USED IN NEW CONSTRUCTION,UNLESS APPROVED 5.THE RAMP SLOPES WILL BE MEASURED RELATIVE TO THE SIDEWALK SLOPE. ADJOINING SLOPE 11" 11'-0" TABLE B. BY AGENCY. EE STANDARD DRAWING BEYOND THE RAMP SHALL NOT EXCEED 20:1 (5%). -32A,DETAIL B 12" 12'-0" 2. SEE STANDARD DRAWING G-32A FOR GENERAL NOTES. NOTES STANDARD DRAWING D TAIL FOR GENERAL NOTES. 6. LANDING CROSS SLOPE SHALL BE 2.0%MAX IN BOTH DIRECTIONS. 12" 3. LANDING CROSS SLOPE SHALL BE 2.0%MAX IN BOTH DIRECTIONS. DOME PANEL SHALL BE LOCATED 6"MINIMUM AND 8"MAXIMUM FROM 4. FOR TRUNCATED DOMES, SEE STANDARD DRAWING 7.EDGE OF TRUNCATED G 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 to.o' 4'-0" a.o' DETAIL 1 SAW CUT LINE TRUNCATED DOMES - 01.6. TO 2.4"SPACING C/C REMOVE AND REPLACE EX.ASPHALT CONCRETE < EDGE OF EXISTING ASPHALT (AC)AND TACK COAT.THICKNESS TO MATCH - ee eeeeeeeeeseeeeseesooeeeee I PAVEMENT EXISTING a ooeeooeae000soe000000000000e e00 e0000000e000000000000000o j •• _ oeeeeeeoeoeeeoeeeeeeeeeeooeo •_ N� FLOWLINE ELEVATION eoeeeoeoeoeeee000eoese S .• _oeo o o o o ooeooeeoeooe0000000ee ASPHALT CONCRETE(AC) eoeeoe PER PLAN EX.ASPHALT CONCRETE(AC) �� o00000000000000000000000000e _ _. . =,0a ooe000000eooe00000000000000e -• _ 000eooee0000e0000eoeooee0000 Jed eeeeeeeeeeeeeeeeeeeeoeeoeeeo 1 AGGREGATE BASE(AB) IOC' �' _>�- EX.AGGREGATE BASE(AB)TO eeeeeseeeeeeoeeeoeoeeeeeeeee �"I - REMAIN - n o00000000000000000000000000e 000000000000000000000000000e �- 00ee00e00eoe0eee00eee0e00000 COMPACTED SUBGRADE j\\\\ EX. SUBGRADE PLAN - TILE 24"WIDE J NOT To SCALE CURB CUT A 6'-8'DIA. J IMBEDDED RIP-RAP NOTES 1. DETECTABLE WARNING SURFACE COLOR SHALL BE YELLOW A • ' CONFORMING TO FEDERAL STANDARDS A595BGENCY. TABLE IV,COLOR FLOWLNE ELEVATION AC TO EX. AC TRANSITION JOINT�� ••N0.33538,OR AS SPECIFIED BY THE AGENCY.COLOR 4"-6"DIA. SHALL BE HOMOGENEOUS THROUGHOUT THE TILE. PER PLAN IMBEDDED RIP-RAP 1.6"TO 2.4" NOT TO SCALE 2. TRUNCATED DOME TOP DIAMETER OF 50%OF THE BASE DIAMETER MINIMUM TO 65%OF THE BASE DIAMETER MAXIMUM. I 0.65"MIN ' ' •' •• - SECTION A-A 000 RIP RAP IMBEDDED IN CONCRETE °00 ° SEE NOTE 2 SECTION A-A r NOT TO SCALE `c o00 0000000 00o Y2"R 6" o0000 000000000 000 CURB 0000000000000000000 L 00000 000000000 000 0.2',j BASE 0000000 00 00 00.o 000 0 0 0 60 00 1 000 000 0 0 = TOP OF HARDSCAPE DETAIL 1 NOTE: SEE 1111 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 DWG G-30 NOTE WSP PROJECT N0. 3160160 0092 1.CONCRETE SHALL BE 560-C-3250, WSP USA DESIGN ev: TRUNCATED DOMES �� 2.IN ALL CASES SUBGRADE SHALL BE COMPACTED TO DRAWN BY. SILL A 85%RELATIVE COMPACTION TO A DEPTH OF 12". 506 West Graham Avenue,Suite 105, Lake Elsinore,CA 92530SEE NOT TO SCALE RIP RAP ENERGY DISSIPATOR (951) 471-1625 Fax:(951)471-1635 REVIEWED BY. AAK NOT TO SCALE ENG.DEPT.REVIEW:C.NORVANI 3-4-21 Ci-3.2 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT MARK REVISIONS APPR. DATE CITY OF LAKE ELSINORE SHEET 2 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS gOF FOR AND HAVE BEEN FOUND ACCEPTABLE ASLA ` {{��� ��11 e SPRING STREET 74 r ""-w ry' ^ U NO,77283 SCALE. AS SHOWN BENCH MARK: DETAILS OF SHEETS 3-04-2021 10/14/20 * CITY OF LAKE ELSINORE BENCHMARK: Dlpires ON PLAN A-93-13 REMVN 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 INTERSECTION POTTERY CITY OF LAKE ELSINORE N DATE: 10/16/2020 5T.AND SILVER ST. O�9-OrJ� ELEVATION:1384.19'-DATUM:NGVD29 W.GRAHAM AVENUE 1 a 0 - ----- —��— -----------1 CD 0 0 N0 1 1 a ❑ a O o I + Lb LL_ o J 21 O 21 21 21 I Q 10 11+00 12+00 13+00 Q 14+00 15+00 O I— I I Cn J O o a, I S LLJ _ U u� - - - - - - - W.GRAHAM AVENUE E. PECK STREET SIGNAGE AND STRIPING PLAN: SPRING STREET SCALE:1"=20' W. HEALD STREET I I I I a � o w a '- s. soN a _ + 3 (� L2 ® 5 a .4 11.0' I N U W I 21 16+00 — — O �— 17+00 — 18+00 21 19+00 21 PO 00 — _ 21+00 21 - LI mLL1 rn s.o o W 2 QPo Z I o- aaa' 21 a,s Z f� w 2 3 $! 3 ti a IS W (/j I 1Lij EX.CONCRETE � 0 ------ -- ------------------ --- --- 5 T IYf ' W.FRANKLIN STREET � p R• o---STOP t /, W. HEALD STREET oz z SIGNAGE AND STRIPING PLAN: SPRING STREET +o— ±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. zIle 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. (D INSTALL PAVEMENT MARKING WORDS PER CALTRANS STANDARD PLAN A24D. DATE. 10/14/20 5. THERMOPLASTIC MATERIAL SHALL BE LEAD FREE ALKYD BASED TYPE,THERMOPLASTIC TRAFFIC STRIPES SHALL BE APPLIED AT " % I ) PLOTTED: A MINIMUM A MINIMUM THICKNESS OF 0.CKNESS OF 0900°.THERMOPLASTIC PAVEMENT MARKING,CROSSWALKS,AND LIMIT LINES,SHALL BE APPLIED AT LEGEND W�P PROJECT No. 4:49 P DI RT 3ls0009z IMPORTANT NOTICE 6. STRIPING SHALL BE MARKED IN THE FIELD FOR THE TRAFFIC/TRANSPORTATION ENGINEER OR THEIR DESIGNEE'S APPROVAL 4) 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, SILL 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 Lake Elsinore,CA 92530 DRAWN BY. SEE BE ISSUED BEFORE A "PERMIT TO EXCAVATE 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 CP227 TOLL FREE 1-800-227-2600 2 Working Days Before You Dig TWO WORKING DAYS BEFORE YOU DIG ENG.DEPT.REVIEW:C.NORVANI 34-21 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 gOF FOR AND HAVE BEEN FOUND ACCEPTABLE pSLq 74 tie 4y SPRING STREET } NO,77233 9Zy SCALE: AS SHOW BENCH93-1MARK: SIGNAGE AND STRIPING PLAN OF SHEETS 3-04-2021 10/14/20 * CITY OF LAKE ELSINORE BENCHMARK: Dlpires ON PLAN a—s3—t3 REMON HABIB,RIDE 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 INTERSECTION POTTERY CITY OF LAKE ELSINORE V DATE: 10/16/2020 ST.AND SILVER ST. 019-051 ELEVATION:1384.19'—DATUM:NGVD29 W.SUMNER ST. REFER TO SHEET C-4.4 1 I � � T I 2140 o - ------- --- ti 4 o o ° 0X,LO - ----- q UCVI 3 3 ' '� ® IC14 J W W 22+00 23+00 2 00 21 Q 25+00 26+00 27+00 I— 0 z- 5.0' I O Z m W JI /� l 3 IJ W W Z O 5f 7 3 Z W (0U H H a © of 1 a � 5C += W.SUMNER ST. �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 - - - -n,2,- �o _ + 3 + M C7 1� M U 29+pp 30+0 31+00 32+0 33I+00 I — WW � W>O W- I W 2 DO Z O O Z (f) JI CDW W 3 W � U UCA Q o: . : - - Q _ y 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 O = 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE 2014 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) INSTALL 12"WHITE THERMOPLASTIC LINE. 1" 20' scale feet AND THE CALIFORNIA DEPARTMENT OF TRANSPORTATION(CALTRANS)STANDARD PLANS AND SPECIFICATIONS DATED 2015. O2 INSTALL SIGN AND POST AS INDICATED. 2. SALVAGE ITEMS SHALL BE DEPOSITED AT THE CITY OF LAKE ELSINORE PUBLIC WORKS YARD. O3 INSTALL WHITE BASIC CROSSWALK PER CALTRANS STANDARD PLAN A24F. 3. IF NEEDED,REMOVAL OF CONFLICTING STRIPING SHALL BE BY WET SANDBLASTING OR WATERBLASTING METHOD. O4 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, O5 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. 31600092 DI rtiT IMPORTANT NOTICE A MINIMUM THICKNESS OF 0.090". THERMOPLASTIC PAVEMENT MARKING,CROSSWALKS,AND LIMIT LINES,SHALL BE APPLIED AT LEGEND wsP USA DESIGN BY: SECTION 4216/4217 OF THE GOVERNMENT CODE A MINIMUM THICKNESS OF 0.120". SILL 506 West Graham Avenue,Suite 105, REQUIRES A DIG ALERT IDENTIFICATION NUMBER 4) 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 SILL 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 y INSTALL THERMOPLASTIC CALTRANS BIKE LANE ARROW PER A24A AS SHOWN (951) 471-1625 Fax:(951)471-1635 REwEWED BY: 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 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 FOR AND HAVE BEEN FOUND ACCEPTABLE L 1 �y SPRING STREET 74 _ Ozki V ' 3-04-2021 "k-A, 10/14/20 NO.77283 9Zz SCALE: AS SHOWN BENCHMARK: SIGNAGE AND STRIPING PLAN SHEE s OF ON PLAN CITY OF LAKE ELSINORE BENCHMARK: REMON HABIB,RCE No.83156 DATE AHMAD ASLAM KHAN,RICE No.77283 DATE 6 /2021 DESCRIPTION: CHISELED SOUARE IN TOP OF FILE No. CITY ENGINEER CURB AT EAST CORNER INTERSECTION POTTERY CITY OF LAKE ELSINORE DATE: 10/16/2020 5T.AND SILVER ST. 019-051 ELEVATION:1384.19'-DATUM:NGVD29 _ W. FLINT STREET yof I ° 00 0 ---------------------------- - --- o t P 1. �Y M M LL~LI F I 34+00 35+00 36+00 a 37+00 - W 2 W (n Z O W J I-I-I SIGNAGE AND STRIPING PLAN: SPRING STREET W.FLINT STREET 0100 or SCALE:1" 20' SPRING STREET SEE SHEET 4.2 " & I GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE 2014 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES U I L MUTCD AND THE CALIFORNIA DEPARTMENT OF TRANSPORTATION(CALTRANS)STANDARD PLANS AND SPECIFICATIONS - J � a DATED 2015. 21 I O 2. SALVAGE ITEMS SHALL BE DEPOSITED AT THE CITY OF LAKE ELSINORE PUBLIC WORKS YARD. °< O - — o F--------------- -00 3. IF NEEDED,REMOVAL OF CONFLICTING STRIPING SHALL BE BY WET SANDBLASTING OR WATERBLASTING METHOD. 3 1 M L J 4. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC MATERIAL,UNLESS OTHERWISE 8.0' s J APPROVED. —O5 39 Q I� � 5. THERMOPLASTIC MATERIAL SHALL BE LEAD FREE ALKYD BASED TYPE,THERMOPLASTIC TRAFFIC STRIPES SHALL BE - - - CA O 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' g 0, 4+ 1 21 13 W L j SHALL BE APPLIED AT A MINIMUM THICKNESS OF 0.120". o-, 5 1J 6. STRIPING SHALL BE MARKED IN THE FIELD FOR THE TRAFFIC/TRANSPORTATION ENGINEER OR THEIR DESIGNEE'S 1 3 L .y = LLI APPROVAL PRIOR TO FINAL INSTALLATION. A MINIMUM OF FIVE WORKING DAYS MAY BE REQUIRED FOR THE 0 co TRAFFIC/TRANSPORTATION ENGINEER OR THEIR DESIGNEE TO INVESTIGATE/APPROVE CAT-TRACKED SITE. .� .•._ - - 7 THIS PLAN ACCURATE FOR OFFSITE SIGNING AND STRIPING WORK ONLY . - .. .. . I r o N I I SIGNAGE AND STRIPING KEY NOTES 0INSTALL 12"WHITE THERMOPLASTIC LINE. fox , SPRING STREET O2 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' 5O INSTALL PAVEMENT MARKING WORDS PER CALTRANS STANDARD PLAN A24D. --- ------- - ----------------_-- ----------------------� LU W LEGEND O a o 1 }I o' ® INSTALL THERMOPLASTIC CALTRANS STANDARD PLAN STRIPING DETAIL AS INDICATED 9 _ f cp -------- _ -0- INSTALL THERMOPLASTIC CALTRANS BIKE LANE ARROW PER A24A AS SHOWN _ ~ •- Z U�U INSTALL THERMOPLASTIC CALTRANS BIKE LANE SYMBOL WITH PERSON PER A24C AS SHOWN Of 39 1 a I TO' 39 W � _ >0 100 9 12+00 11+00 10 00 ED Z- 21 39 27A' J I 20 0 20 40 Ljj q) Q - scale feet DATE: 10/14/20 \R PLOTTED 4:49 P IrtiT SIGNAGE AND STRIPING PLAN: W. POTTERY STREET WSP PROJECT NO. 31600092 D IMPORTANT NOTICE SCALE:1"=20' WSP USA DESIGN BY: ELL REQUIRES A DIG ALERT IDENTIFICATION NUMBER SECTION 4216/4217 OF THE GOVERNMENT CODE 606 West Graham Avenue,Suite 105, PRAWN 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: CC TE CALL UNDERGROUND SERVICE ALERT AAK 1-800-227-2600 TOLL FREE 1-800-227-2600 P Working Days Before You Dig TWO WORKING DAYS BEFORE YOU DIG ENG.DEPT.REVIEW:C.NORVANI 34-21 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT CITY OF LAKE ELSINORE SHEET 24 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS F AND HAVE BEEN FOUND ACCEPTABLE ApSLA FOR SPRING STREET OF 74TS ND.,726� : AS SHOWN BENCHMARK: SIGNAGE AND STRIPING PLAN SHEE 3-04-2021 10/14/20 * SCALE CITY OF LAKE ELSINORE BENCHMARK: Dgires ON PLAN q-93-13 REMON HABIB,RCE No.83156 DATE AHMAD ASLAM KHAN,RCE No.77283 DATE 6/30/2021 DESCRIPDOT CHISELED SOUARE IN TOP OF FILE No. CITY ENGINEER IVI CURB AT EAST CDR ER INTERSECTION POTTERY ELEVATION:1384.19'-DATUM NGVD29 CITY OF LAKE ELSINORE V DATE: 10/16/2020 ST.AND SILVER ST. 019-051 : SPRING STREET REFER TO SHEET C-4.1 I 21 CD -- s to 20.0' L - -- -- L__ s W 10.0, .0 a 39 I a O i6 5 1600 ° 1 00 °1 S° 16+00 15+00 N 4+00 13+W W W 39 9 ° ° ° ° s 9 39 �$ .0 3 21 39 Z m 3 LU .a a,a C j -20.0'- ° ° ° ° ° ° a ° °°J ° ° s -207 -0 (n L}LI 21 I . � w I N 1 - SIGNAGE AND STRIPING PLAN: W. SUMNER STREET m 2 - I SPRING STREET SCALE:1"=20' +_x <x REFER TO SHEET C-4.1 ---- ---a-L- — s Is W •-------- s° m W OI 4 a o O C0 H O ZS3' Z U M w� Of 9 39 sr 9 W p (n 00 124 va 10 00 CIOZ- 21 39 21 Q W =_ -► -► Gf) U ------------------------------------ " I^ 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. 1° = 20 O 2. SALVAGE ITEMS SHALL BE DEPOSITED AT THE CITY OF LAKE ELSINORE PUBLIC WORKS YARD. INSTALL WHITE BASIC CROSSWALK PER CALTRANS STANDARD PLAN A24F. 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). 4. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC MATERIAL,UNLESS OTHERVu1SE APPROVED. O 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,Sit 105, SILL REQUIRES A DIG ALERT IDENTIFICATION NUMBER ENGINEER OR THEIR DESIGNEE TO INVESTIGATE/APPROVE CAT-TRACKED SITE. -► es aa ue, Ue INSTALL THERMOPLASTIC CALTRANS BIKE LANE ARROW PER A24A AS SHOWN DRAWN BY: BE ISSUED BEFORE A "PERMIT TO EXCAVATE" Lake Elsinore,CA 92530 SEE 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 A24C AS SHOWN (951) 471-1625 Fax:(951)471-1635 REVIEWED BY: 1-800-227-2600 CALL UNDERGROUND SERVICE ALERT AAK TOLL FREE 1-800-227-2600 C-4.4 2 Working Days Before You Dig 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 gOF FOR AND HAVE BEEN FOUND ACCEPTABLE PSLq "y9i: SPRING STREET 74 N0.77283 SCALE: AS SHOWN BENCHMARK: SIGNAGE AND STRIPING PLAN OF SHEETS _ 3-04-2021 12/14/20 * CITY OF LAKE ELSINORE BENCHMARK: Dlpires ON PLAN A-93-13 REMON HABIB,RCE No.83156 DATE AHMAD ASLAM KHAN,RCE No.77283 DATE 6/70/2021 DESCRIPTION: CHISELED SOOARE IN TOP OF FILE No. CITY ENGINEER IVI 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:NGVD29 o Dig Alert o o C 811/800-227-2600 I ry` TREE FA23 1 BUBBLER R.O.W. _ 7. - W A W ABAI A N N„W A AN - AB W AB / W AN W"A .�. 1..�.-.JT• ..� 1-112• 1-112" �i N. SPRING STREET i o M M M LU M M- 1 M IGo M ,., M M M -M- M W a� 8"PVC WATER • f U) r1(1)3"SLEEVE 8'SEW C (1)1"CONDUIT a R.O.W. 1 TREE A22 1 BUBBLER LAKESHORE DRIVE, N. SPRING STREET NORTH 1 TREE A24 ' 1 BUBBLER • (1)3"SLEEVE _ R.Q.W. \ _ < (1)1"CONDUIT Lt - T T1. --,. -.-^T _ �'. • .: _ -7 I a -- . • W RBAhA • :.,.I W ABAN. ems.^1� — _ - - 0 m f ➢ / - N. SPRING STREET —A,� W 1 M M - IVv -M_ :v, N, M M— -M M °1 - � J 1 _ �M M ,. M �- H \ X \ 8"PVC WATER (1)3"SLEEVE W z O t„ / \ \_ \U c� I / - CONDUIT L �\ 1 • ? --.i I I e 1 1 • — i ��El w W R.O.W. W— — — I— - W 1 m TREE A21 W W ' m BUBBLER 1" 7.00 1 1 ::5 co � F— 1 N. SPRING STREET, LIBRARY STREET - LIMITED STREET J � TH 1 P.O.C.W 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 =WNW WI ARE SHOWN DIAGRAMMATICALLY FOR DRAWING O REMOTE CONTROL VALVE AND QUICK SYMBOL DESCRIPTION UBBLER SYSTEM SYMBOL DESCRIPTION VALVE(MANIFOLD ISOLATION VALVE) SYMBOL IRRIGATION MAINLINE IN PAVING/JOINT Li=1. IRRIGATION MAINLINE,BUBBLERS,AND EQUIPMENT 1 INSTALL VALVE MANIFOLD BALL VALVE, DESCRIPTION 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 yr IRRIGATION MAINLINE IN PAVING/IRRIGATION WALLS. DRIP REMOTE CONTROL VALVE a " 4111 ' 11 ONLY TRENCH POC POINT OF CONNECTION 2. SEE SHEETS LI-2.1 THROUGH LI-2.2 FOR IRRIGATION O• QUICK COUPLING VALVE IRRIGATION MAINLINE IN PLANTER = 1-vz• — LEGEND,NOTES AND WATER USE CALCULATIONS. BF BACKFLOW PREVENTER — SUBSURFACE INLINE DRIP EMITTER TUBING 07 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 -- - - - FS FLOW SENSOR DRIP FLUSH VALVE IRRIGATION LATERAL LINE IN PLANTER LATERAL PIPE SIZING GUIDE: � 1 —I (UNLESS OTHERWISE NOTED ON PLANS) E]© AUTOMATIC IRRIGATION CONTROLLER ASSY. DRIP TUBING TO PVC TRANSITION FITTINGS — PIPE SLEEVE/WIRE CONDUIT AS NOTED r -. 3/4" 0-7 GPM BALL VALVE(MAINLINE ISOLATION VALVE) PULL BOX - SPRING Sf7MEC=T-j:—. 1" - 8-14 GPM 11/4" - 15-20GPM PW Dept.Review:C.Erickson 3-4-21 MARK REVISIONS APPR. DATE THESE PlANS-NAlgBEENREVIEWEDFORCOMPLIANCEWITH PREPARED BY: SEAL GREEN STREETS PROJECT APPROPRIATE CON NS OFDEVELOPMENTAND/ORC ND STATE LAWS �pNDSCgpE FOR CITY OF LAKE ELSINORE SHEET 26 AND HAVE BEEN FOUND A PTABLE T, ` I"�� '' SPRING STREET 1 74 0/1 612 0 2 0 �. 2 SCALE' 0 10' 20' BENCHMARK. LANDSCAPE OFSHEETS E" 30 21 IRRIGATION PLAN CITYREMON HABIB,RCE 156 TE DATE �"=20' FILE No. CITY ENOINEE J?4TP OF CA4tpe�o 019-051 CITY OF ELSINORE DATE: 10/16/2020 o Dig Alert � 1 o C `811 I 800-227-2600 1 I 1 TREE A25 1 BUBBLER 3.00 1 I I • R� �.. I T W ABA W ABAN NRAW WATFRW ABAN N 'T� L a a •. .� V VrBAN W ABAN W AB N AN 1-1@" .w�AN� - w n N. SPRING STREET 8"SEWER 1 1 T T 6"SEW R \�o 3"GAS C C 1 9 D 3"GAS O 0 O �A" J W M - M M M M 116 PVC WATER M S W S w54"SEWERLU W 8"PVC, AT R �� S V�■ S P - 54'SEWER S c S S 54 SEWER S 24"SEWER S U.1 I 1 " - W R.O.W. 1 W 1/ � � 1 r N. SPRING STREET, SULPHUR STREET NORTH QQ 1 1 N TREE F A26 z I 1 BUBBLER � m w 1„ 16.0 I R.O.W. a R.O.W. (1)3"SLEEVE (1)1"CONDUIT rb3 / / y WW 3 d • _AN " ABA W ABNN W ABAN W ABAN W/ABAN W ABAN— —W ABAN - `-' W ABAN Rti"! W ABA W _ __o 6'SEWER s T s s S N. SPRING STREET S a SEW s W AS 3 3 a 0 J w w w w w w w w w 1 w Lu zz 8"DR14 0900 PVC WATER � , W m S Q<< S S 24"SEWER S _ S S S S S S 2 3 a I W 1 R.O.W. — �� R.O.W. ' 1 m 3 w v Lu �° (? CL � 1 N. SPRING STREET, W. GRAHAM AVENUE - W. PECK STREET coNORTH 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 IRRIGATION MAINLINE,BUBBLERS, INSTALL VALVE MANIFOLD(BALL VALVE, RIPTION CRIPTION DESCRIPTION 1 CARELARITY MAINLINE AND VALVES SHALL D EQUIPMENT 9 REMOTE CONTROL ,CABLE AND QUICK ION SYMBOL THE B BUBBLERSLER SYSTEM SYMBOL SYMBOL BALL VALVE(MANIFOLD ISOLATION VALVE) SYMBOL RR II ATII N MAINLINE IN PAVING/JOINT Lu AL 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 ur IRRIGATION MAINLINE IN PAVING/IRRIGATION > DRIP REMOTE CONTROL VALVE ONLY TRENCH g WALLS. POC POINT OF CONNECTION 2. SEE SHEETS LI-2.1 THROUGH LI-2.2 FOR IRRIGATION Q• QUICK COUPLING VALVE IRRIGATION MAINLINE IN PLANTER Q JI BF — Ian' — _ LEGEND,NOTES AND WATER USE CALCULATIONS. BACKFLOW PREVENTER SUBSURFACE INLINE DRIP EMITTER TUBING x 3. SEE SHEETS LI-2.3 THROUGH LI-2.6 FOR IRRIGATION NO SYMBOL WYE STRAINER/PRESSURE REGULATOR IRRIGATION LATERAL LINE IN PAVING/ DETAILS. IRRIGATION ONLY TRENCH My MASTER VALVE � DRIP AIR/VACUUM RELIEF VALVE Fs FLOW SENSOR DRIP FLUSH VALVE 1„ IRRIGATION LATERAL LINE IN PLANTER LATERAL PIPE SIZING GUIDE: � � (UNLESS OTHERWISE NOTED ON PLANS) O© AUTOMATIC IRRIGATION CONTROLLER ASSY. DRIP TUBING TO PVC TRANSITION FITTINGS —-- PIPE SLEEVE/WIRE CONDUIT AS NOTED 3/41' 0-7 GPM vi BALL VALVE(MAINLINE ISOLATION VALVE) © PULL BOX ;------- --- G l SPRI — 1" 8-14 GPM 11/4" 15-20GPM LI-1.2 PW Dept. Review: C. Erickson 3-4-21 MARK REVISIONS APPR. DATE THESE SHAVEBEENREVIEWEDFORCOMPLIANCEWITHTHE PREPARED BY: SEAL GREEN STREETS PROJECT APPROPRIAT DITIONSOFDEVELOPMENTAND/ORCITYA ATE LAWS �ODSCgpE FOR CITY OF LAKE ELSINORE SHEET 27 AND HAVE BEEN FO ACCEPTABLE SPRING STREET 10/16/2020 2 SCALE' 0 10' 20 BENCH MARK: 74 LANDSCAPE OF SHEETS p.9 30 21 �` IRRIGATION PLAN REMON HABIB,RCE N. 6 DATE DATE 1"=20' rNo- CITY ENGINEER DTgT OF CATC 019-051 CITY OF LA SINORE DATE: 10/16/2020 SEE SHEET LI-1.6 0 Dig Alert c oe. 1 I A27 SHRUB 1 1 1" 2.50 DRIP 1 c 811/800-227-2600 1 ■It ily��` A28 TREE A18 TREE 1 --� - 1" 14.0 BUBBLER 1" 7.00 BUBBLER i (1)2"SLEEVE I,TI (1)2"SLEEVE 1 R.O.W. iLLiL1 NEi fi-NfiM. P P tiff fifiif ii i•i!•i Fi!•ifi ti M fi tifiMfifitiff li-lf f�fit!-�i — ff , 7 - vz° — an^ W - W W s"wni� n° W s (1)3"SLEEVE F amm a' ,,« (1)2"SLEEVE - 1 N. SPRING STREET _ W ._ w w (1)V CONDUIT - (1)3"SLEEVES S W ui W W 8"DR14 C900 PVC WATT (1)3"SLEEVE V, W (1)2'SLEEVE W 8"DP14 C900 PVC WATFI w v w Tn S S 1.1/2 (1)V CONDUIT S 1-1n" S " p ■ ■ (1)1"CONDUIT fi fiMFiMM • M M MMMM MM—M M Mfif-i�'Q����■ _ IRRIGATION CONSTRUCTION NOTES �� SD — — 0 -- r Y OIC-,) POINT OF CONNECTION.LOCATE THE SITE IRRIGATION POTABLE WATER METER IN THE VICINITY SHOWN.CONNECT TO IT,INSTALL IRRIGATION BACKFLOW PREVENTER IN ENCLOSURE,WYELu + — 1 STRAINER,MASTER VALVE,FLOW SENSOR AND EXTEND SYSTEM.COORDINATE EXACT LOCATIONS OF EQUIPMENT AND TIMING OF INSTALLATION WITH OWNER/DESIGNATED OWNER'S II Q Y REPRESENTATIVE R.O.W. - i LOCATE AVAILABLE 120VOLT POWER SOURCE FOR THE CONTROLLER.PRIOR TO ORDERING I J N. SPRING STREET W. HEALD AVENUE - W. FRANKLIN STREET 1C-2 MATERIALS AND BEGINNING INSTALLATION,THE CONTRACTOR SHALL COORDINATE EXACT p "', W + NORTH ■ LOCATION OF CONTROLLER WITH THE OWNER/DESIGNATED OWNER'S REPRESENTATIVE.ONCE I!N; _ THE FINAL LOCATION IS DETERMINED,INSTALL THE CONTROLLER PER DETAIL AND ANY SEE SHEET LI-1.6 MANUFACTURER'S SPECIFICATIONS.THE CONTRACTOR IS RESPONSIBLE FOR EXTENDING, i LABELING AND CONNECTING THE MASTER VALVE WIRES,FLOW SENSING WIRES AND RAIN SENSOR i I .� ■ y WIRES TO CONTROLLER. SEE SHEET LI-1.6 + i i CONTROLLER ID: A �\ 1 STATIONS: 200 STATIONS USED: 28 REFER TO IRRIGATION LEGEND&GENERAL AS TREE 1 TREE Al SHR B A2 1 IRRIGATION NOTES ON SHEETS LI-2.1 �. i7 THROUGH U-2.2 FOR ADDITIONAL BUBBLER DRIP 1" 9.00 BUBBLER 1 CONTROLLER INFORMATION&MODEL T' 14.0 1° 2.59 F,C, 1 NUMBERS. 1C_2 (1)2"SLEEVE 1 INSfALL 1-1/4"BACKFLOW. 2 R.O.W. V t — DEVICE PER EVMWD STD.W-21 -- - (1)Y SLEEVE 1. 1•• _ - i (1)2"SLEEVEINS POCt A P _ (1)1"CONDUIT W fifififiTALL 2"fii'i WATER SO'E.Wl10 ATfi i•i i•i riff 1.. ff !—riff Fi i•i i•i i•f FF T' -MV FS METER PER EVMWD STD-W10 AND W-41 • © - - • G - �G • 0 1-1n" 3 1.in" 1-in' 1-1/2 1-1l2" °° tan^ Q z"WATER 4.0o MV-A iC-1 FS-A 4.0o % WA (1)3'SLEEVE I� W " 160 1 N. SPRING STREET (1)2"SLEEVE W W N. SPRING STREET s� , 1 CONDUIT = 1-1/2" 1-1/2 i i i i i i i DRIVC9oo PVC WATER w 1-1n" 1a/2 ',-uz' " vz" I O ur —Jw ■iiii■ • f �MMMMMMMMM MMMMMMMi'iMM MMfi fi W [ iMMM MMN MMM M��, � — — at.��rr,ri - — ((•}�` f++ LLLLLL _ • _ T — �Iy GFWER (1)3"SLEEVE R.O.W. ** ; � R.O.W. _ II POINT OF CONNECTION A (1)2"SLEEVE na, i — - I—(2)2"SLEEVES 1 WATER METER 1 1"CONDUIT Q (2)2"SLEEVES IRRIGATION SYSTEM ( ) _ � 1 1 BACKFLOW PREVENTER:1-1/4" DESIGNED FOR 16 GPM TREE A17 TREE A14 1 WYE STRAINER:16 G F BUBBLER PEAK DEMAND:12 GPM AT 75 PSI(DELIVERY BUBBLER 1" 8.00 = Z 1" 11.0 1 AVAILABLE WATER PRESSURE:122 PSI PRESSURE) NORTH ESTIMATED LANDSAPEAREA(ACRE):3,183 AN. SPRING STREET W. SUMMER AVENUEESTIMATED LANDSCAPE AREA(ACRE):0.07 - N. P.O.C.'B'AND IRRIGATION CONTROLLER'B'LOCATION SEE SHEET: LI-1.7 I KEY MAP SEE SHEET LI-1.6 SHEET NOTES IRRIG. KEY NOTES (SPECIFIC TO SHEET) IRRIGATION REF. LEGEND IRRIGATION REF. LEGEND(CONT'D) IRRIGATION REF. LEGEND(CONT'D) I� 1*7 1. IRRIGATION MAINLINE,BUBBLERS,AND EQUIPMENT O INSTALL VALVE MANIFOLD(BALL VALVE, SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION Q ARE SHOWN DIAGRAMMATICALLY FOR DRAWING REMOTE CONTROL VALVE AND QUICK TREE BUBBLER SYSTEM ►T4 BALL VALVE(MANIFOLD ISOLATION VALVE) a/r IRRIGATION MAINLINE IN PAVING/JOINT g 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 < DRIP REMOTE CONTROL VALVE ONLY TRENCH WALLS. O IRRIGATION CONTROLLER TO BE INSTALLED POC POINT OF CONNECTION QUICK COUPLING VALVE IRRIGATION MAINLINE IN PLANTER 2. SEE SHEETS LI-2.1 THROUGH LI-2.2 FOR IRRIGATION AT ELECTRICAL PEDESTAL(SEE ELECTRICAL O• — 1-vz• — $ LEGEND,NOTES AND WATER USE CALCULATIONS. PLANS) BF BACKFLOW PREVENTER SUBSURFACE INLINE DRIP EMITTER TUBING 1 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. 3 ) 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 J` I LATERAL PIPE SIZING GUIDE: FS FLOW SENSOR DRIP FLUSH VALVE 1" � SPRIPiGS3 -- (UNLESS OTHERWISE NOTED ON PLANS) D D I 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" - 8-14 GPM 11/4" - 15-20GPM LI-1.3 PW Dept. Review: C. Erickson 3-4-21 MARK REVISIONS APPR. DATE �T,-p'pSpRA`f` EDFORCOMPLIANCEWITHTHE PREPARED BY: SEAL GREEN STREETS PROJECT ppEVELOPMENTAND/OR CITY AN TELAWS �pNDSCgpE FORCITY OF LAKE ELSINORE SHEET 2UTABLE � ` I"�/ '' SPRING STREET 1 0/1 612 0 2 0 �- 2 SCALE' 0 10' 20' BENCH MARK: 74 LANDSCAPE OF SHEETS p.9 30 21 IRRIGATION PLAN REMON HABIB,RC .83156 DATE 1"=20' FILE No. CITY EN KE ELSINORE �qj 0F CAU���� DATE: 10/18/2020 019-051 0 Dig Alert SEE SHEET LI-1.55 c od. 811 800-227-2600` 1 TREE A5 1 BUBBLER 1 SHRUB A4 1 3: o \ DRIP 1" 2.82 1 R.O.W. v 11-0 N R.O.W. S S S S 5 5 S —i-P � -. G G •G G r. © • HI 6 WATER 1-1/2' 6"WATER I-1/2" 11/2 1-1YY' 1-V2" i-112" Ir s� — E ■h " .�(1 sLEEVE W 54"SEWER N. P.—RING STREET S SLEEVE(1)2LEEV w74 1"CONDUIT W (1) SLEEVE (1) "RIFEVE �w w 1 2"SLEEVE ( -v z (1) CONDUIT sm • f ° fi IFfM.■CEO.. e s . P P r P W Lu R.O.W._ 1 2"SLEEVE 1 2"SLEEVE R.O.W. ( ) ( ) 1 A13 TREE 2 1 BUBBLER LL1 °� 1 I� 1 ° y 1 ■ N. SPRING STREET, W. POTTERY STREET M. NORTH ■ SEE SHEET LI-1.5 ,*TREE __----- A7 TREE 1 TBBLER BUBBLER 1" 10.0 2"SLEEVE (1)2"SLEEVE (1)2"SLEEVE _ ` 1 R.O.W. -_ \ G° R.O.W. -- R.O.W. L 1 1 - ---- - '4_r_�"�L - -F .i T�_x I - IWIIT EDLKI) .1 1-I/2' 5 5 S - S S S 1-1/2" W >' " " " " " " N. SPRING STREET " " " s 1w 01 1= Q- = 5 S S- S 5 - S S S w� 24"SEWER - 24"SEWER W M�w � P P �—I P P F � P P P P W �ln G co R.O.W. ®z R.O.W. 1 N. SPRING STREET, W. FLINT 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 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) z 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 =III = PLACED IN PAVED AREAS.INSTALL MAINLINE MAINLINE IN PLANTING AREA,TYPICAL REMOTE CONTROL VALVELu WHENEVER POSSIBLE 18"FROM WALKS,CURBS AND Ma WATER METER z" IRRIGATION MAINLINE IN PAVING/IRRIGATION g - -- WALLS. 2O PULL BOX IN PAVEMENT,FIELD VERIFY. POC POINT OF CONNECTION DRIP REMOTE CONTROL VALVE ONLY TRENCH a 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 EE LEGEND,NOTES AND WATER USE CALCULATIONS. PULL BOX IN PAVEMENT,TYPICAL 1 z a = BF BACKFLOW PREVENTER SUBSURFACE INLINE DRIP EMITTER TUBING O 0r 3. SEE SHEETS LI-2.3 THROUGH LI-2.6 FOR IRRIGATION NO SYMBOL WYE STRAINER/PRESSURE REGULATOR 1„ IRRIGATION LATERAL LINE IN PAVING/ 0 DETAILS. IRRIGATION ONLY TRENCH rqv MASTER VALVE DRIP AIR/VACUUM RELIEF VALVE FS IRRIGATION LATERAL LINE IN PLANTER LATERAL PIPE SIZING GUIDE: FLOW SENSOR � DRIP FLUSH VALVE 1 I 1 ill (UNLESS OTHERWISE NOTED ON PLANS) ❑A © AUTOMATIC IRRIGATION CONTROLLER ASSY. DRIP TUBING TO PVC TRANSITION FITTINGS --- PIPE SLEEVE/WIRE CONDUIT AS NOTED _ 3/4" 0-7 GPM >T1 BALL VALVE(MAINLINE ISOLATION VALVE) © PULL BOX SPRING STRerrj '----`--------' 1" 8-14 GPM ------------ 11/4" 15-20GPM LI-1.4 PW Dept. Review: C. Erickson 3-4-21 MARK REVISIONS APPR. DATE THES SHAVEBEENREVIEWEDFORCOMPLIANCEWITHTHE PREPARED BY: SEAL GREEN STREETS PROJECT APPROPRIAT DITIONS OF DEVELOPMENT AND/OR CITY TATE LAWS �pNDSCgpE FOR CITY OF LAKE ELSINORE SHEET 29 BE AND HAVE EN FO CEPTABLE 5� ` I"4/ '' SPRING STREET 10/16/2020 2 SCALE- 0 10' 20' BENCH MARK: 74 64w�. . - LANDSCAPE OF SHEETS p.9 30 21 �` IRRIGATION PLAN REMON HABIB, 0.83156 DA DATE 1"=20' FILE No. CITY EN LAKE ELSINORE ��/F OF CAUL DATE: 10/16/2020 619-051 o Dig Alert c d. Al ' A8 TREE A9 TREE 811/800-227-2600 1" 8.00 BUBBLER 1" 8.00 BUBBLER I JL� ' ROW I. . . . w�ER Wi S S s4"sEwER''/Z� N. SPRING STREET s — 5 =1 w�M 8"DR14 C900 PVC WATER M M M m--)TY 'SLEEV€- T' 2" P G P eG P G G P �(1)1"CONDUIT • • a — - ' R.O.W. ' TREE A10 ' BUBBLER 1" 6.00 N. SPRING STREET, MINTHORN STREET NORTH SEE SHEET LI-1.4 mu II �� w ' I Z III ' TREE Al2 BUBBLER 1" 5.00 I CL R.O.W. — � �W x— — �R,O.W. - GSzz ------------ ----------------- i Z - - o 'I M-� q/ Jai✓m ? m J A— �• m m m (1)3-SLEEVE (1)3"SLEEVE —AA-1 w �J1e'' " M wI W. POTTERY STREET . (1)1"CONDUIT 1 w E - w - 1 _ - _ 1-112" 1412" 1-12' r � X • W • r SLEEVE � PN ll� (1)2" $_ a� 2„SLEEVE / ' � FF ' uz -- TREE A11 ' III 0 BUBBLER a W. POTTERY STREET, N. SPRING STREET NORTH SEE SHEET LI-1.4 P.O.C.'A'AND IRRIGATION CONTROLLER W LOCATION SEE SHEET: LI-1.3 P.O.C.'B'AND IRRIGATION CONTROLLER'B'LOCATION SEE SHEET: LI-1.7 SHEET NOTES IRRIG.KEY NOTES(SPECIFICTQ$HEET) 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) vz 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 9 REMOTE CONTROL VALVE w WHENEVER POSSIBLE 18"FROM WALKS,CURBS AND Ma WATER METER vz IRRIGATION MAINLINE IN PAVING/IRRIGATION DRIP REMOTE CONTROL VALVE < Is ONLY TRENCH g WALLS. POC POINT OF CONNECTION Q QUICK COUPLING VALVE IRRIGATION MAINLINE IN PLANTER = 2. SEE SHEETS THROUGH FOR IRRIGATION LEGEND,NOTEESS A AND WATER USE SE 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 IRRIGATION LATERAL LINE IN PAVING/ 0 DETAILS. 1„ IRRIGATION ONLY TRENCH rqv MASTER VALVE DRIP AIR/VACUUM RELIEF VALVE 1� - 1„ LATERAL PIPE SIZING GUIDE: FS FLOW SENSOR 0 DRIP FLUSH VALVE IRRIGATION LATERAL LINE IN PLANTER 1� (UNLESS OTHERWISE NOTED ON PLANS) [am AUTOMATIC IRRIGATION CONTROLLER ASSY. DRIP TUBING TO PVC TRANSITION FITTINGS --- PIPE SLEEVE/WIRE CONDUIT AS NOTED 3/4' 0-7 GPM BALL VALVE(MAINLINE ISOLATION VALVE) © PULL BOX Y -- I f 1" - 8-14 GPM �_� - SPRING� 11/4" - 15-20GPM 'I LI-1.5 PW Dept. Review: C. Erickson 3-4-21 MARK REVISIONS APPR. DATE THE NSHAVEBEENREVIEWEDFORCOMPLIANCEWITHTHE PREPARED BY: SEAL GREEN STREETS PROJECT APPROPRIA DITIONSOFDEVELOPMENTAND/ORCITYA ATE LAWS �pNDSCgpE FOR CITY OF LAKE ELSNORE SHEET 3O AND HAVE BEEN FO CCEPTABLE SPRING STREET 10/16/2020 z SCALE: 0 10' 20' BENCH MARK: 74 . . LANDSCAPE OF SHEETS p.9 30 Z' IRRIGATION PLAN REMON HABI No.83156 DATE 1"=20' FILE No. CITY OF LAKE ELSINORE DTgT OF CAU���� DATE: 10/16/2020 019-051 SEE SHEET LI-1.3 o Dig Alert "C c 811 800-227-2600 A15 1 TREE BUBBLER � �(1)2"SLEEVE R.O.W. -_ - _-- R.O.W. I - - - -----EII • - - ■E�NEMraEMENEE�Ma0 M� � fay-- — — � — — — I I - - - - - - - - -iM N N� — — — — — — � • l W III W S— W. SUMNER AVENUE 1 — w w 1 U) � � co \ w III w MENEM e � �• � - - - - - - - - -moo W 1 - R.O.W. _ Ad i - R.O.W. �, • TREE A16 1 BUBBLER II I I W. SUMMER AVENUE N. SPRING STREET co ' NORTH 11 � z i 11I � SEE SHEET LI-1.3 Is I� - - - II SEE SHEET LI-1.3 — — � — I I Al TREE AZO TREE ' 1° 2.00 R.O.W. BUBBLER 1" 13.0 BUBBLER '-- �I `I F— — R.O.W. �� _ e 1 tz w _ w I a3M3s,.e W. HEALD AVENUE w w —+ = 2 ''VM NVF?4 NVEIV M— U) U) M M W 2131tlM b ■�M�■ ��\..�� ` 1'2,! u/ ,-112" p, ,z' — — — IiM�MN M — — — — — ,_vz''r — • - -� R.O.W. I R.O.W. P.O.C.'A'AND IRRIGATION CONTROLLERWI-OCATION SEE SHEET: LI-1.3 � W. HEALD AVENUE, N. SPRING STREET NORTH P.O.C.'B'AND IRRIGATION CONTROLLER'B'LOCATION SEE SHEET: LI-1.7 ' I z KEY MAP III I CL IRRIGATION REF EGEND IRRIGATION REF. LEGEND(CONT'D) IRRIGATION REF. LEGEND(CONT'D) z SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION w TREE BUBBLER SYSTEM W BALL VALVE(MANIFOLD ISOLATION VALVE) r IRRIGATION MAINLINE IN PAVING/JOINT "`SEE SHEET LI-1.3 (2 BUBBLERS PER TREE SYMBOL) TRENCH WITH ELECTRICAL III - 9 REMOTE CONTROL VALVE Al M WATER METER • ur IRRIGATION MAINLINE IN PAVING/IRRIGATION 17 � DRIP REMOTE CONTROL VALVE � ONLY TRENCH POC POINT OF CONNECTION O QUICK COUPLING VALVE IRRIGATION MAINLINE IN PLANTER SHEET NOTES IRRIG. KEY NOTES (SPECIFIC TO SHEET) BF BACKFLOW PREVENTER SUBSURFACE INLINE DRIP EMITTER TUBING - 1. IRRIGATION MAINLINE,BUBBLERS,AND EQUIPMENT O INSTALL VALVE MANIFOLD(BALL VALVE, NO SYMBOL WYE STRAINER/PRESSURE REGULATOR 1„ IRRIGATION LATERAL LINE IN PAVING/ ARE SHOWN DIAGRAMMATICALLY FOR DRAWING REMOTE CONTROL VALVE AND QUICK IRRIGATION ONLY TRENCH --- LARITY.MAINLINE AND VALVE SHALL NOT BE Iqv MASTER VALVE DRIP AIR/VACUUM RELIEF VALVE t C S O COUPLING VALVE),CABLE AND IRRIGATION 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 WALLS. LATERAL PIPE SIZING GUIDE: ❑A © AUTOMATIC IRRIGATION CONTROLLER ASSY. DRIP TUBING TO PVC TRANSITION FITTINGS --- PIPE SLEEVE/WIRE CONDUIT AS NOTED i i 1 - I - BALL VALVE MAINLINE ISOLATION N VALVE 2. SEE SHEETS LI 2.1 THROUGH LI-2.2 FOR IRRIGATION UNLESS OTHERWISE NOTED ON PLANS SO O PULL BOX SPRIN(p. LEGEND,NOTES AND WATER USE CALCULATIONS. 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 INS HAVE BEEN REVIEWEDFORCOMPLIANCEWITHTHE PREPARED BY: SEAL GREEN STREETS PROJECT CITY OF LAKE ELSINORE SHEET 31 APPROPRIA NDITIONSOF DEVELOPMENT AND/OR CITY ATE LAWS VpNDSCgpE FOR AND HAVE BEEN FO CC SPRING STREET 10/16/2020 z SCALE: 0 10' 20' BENCH MARK: 74 . . LANDSCAPE OF SHEETS 1_9 3° Z' IRRIGATION PLAN ON HABI 83156 E DATE 1°=20' FILE No. CITYREMOF LAKE ELSINORE DTgT OF CAU���� DATE: 10/16/2020 O19-051 COog Alert 3 INSTALL 1-1/4"BACKFLOW p oI DEVICE PER EVMWD STD.W-21 .• POINT OF CONNECTION: B 811/800-227-2600 W EXISTING WATER METER:V w -M BF IRRIGATION SYSTEM F W I i i BACKFLOW PREVENTER:1-1/4" �- POC DESIGNED FOR 12 GPM w N 3 WY E STRAINER:1-1/4" 3 IC-3 _ PEAK DEMAND:12 GPM _ _ AT 75 PSI(DELIVERY 3 61 TREE AVAILABLE WATER PRESSURE:122 PSI _ PRESSURE) 2 V) BUBBLER ESTIMATED LANDSCAPE AREA(SQ.FT.):363 I 1" 6.00 ESTIMATED LANDSCAPE AREA(ACRE):0.01 R.O.W' x- = -- — — — R.O.W. I- \ ® My-B aoo IC-477 of ® a3lvM Ntlev iz ;' -� 1 1zo B s, C7 ".V M NVBV NVBV M .. NVBV M N 8V M NV M 1 1/2 (1)3'SLEEVE �NVeV M 4 (1) LE T_ • • • © - - P -- M M —M f (1)3"SLEEVE 7 AM3S„9 W. HEALD AVENUE F ., a.Do I W (1)1"CONDUIT „ 'X iJ31tlM,M M M M W AIF- a • M "� - • M • 2131tlM„b M M -r (1)3„SLE VE 1,1 (1)1"CONDUIT - - W W ' R.O.W. R.O.W. . TREE B2 CONTROLLER ID: B — P P I BUBBLER STATIONS: 200 1" 12.0 -- STATIONS USED: 7 _ REFER TO IRRIGATION LEGEND&GENERAL IRRIGATION NOTES ON SHEETS U-2.1 W THROUGH LI-2.2 FOR ADDITIONAL 3 CONTROLLER INFORMATION&MODEL NUMBERS. SEE BELOW W. HEALD AVENUE, LANGSTAFF STREET - RILEY STREET NORTH IRRIGATION CONSTRUCTION NOTES 135 TREE 134 TREE I BUBBLER BUBBLER I 1" 9.00 1" 9.00 1C-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 1„ " EQUIPMENT AND TIMING OF INSTALLATION WITH OWNER/ �,,,�„ - • • • - < _W DESIGNATED OWNER'S REPRESENTATIVE. �-�'v-- t-1/2"---�— — — — — — — — — — — — — — — — — — — LOCATE AVAILABLE 120VOLT POWER SOURCE FOR THE �`�� —LANGSTAFF STREET - - S S S IC-4 CONTROLLER.PRIOR TO ORDERING MATERIALS AND BEGINNING - Vu U W w W w w W W w INSTALLATION,THE CONTRACTOR SHALL COORDINATE EXACT 12 WATER T' LOCATION OF CONTROLLER WITH THE OWNER/DESIGNATED Co T T T T T - OWNER'S REPRESENTATIVE.ONCE THE FINAL LOCATION IS - W W W W 2"WATER W W W • — — — — — — — — ,-vz,,— — — — — — — — — — — — 1-vz• N W A AN W A AN W A AN W A AN aWA > AN • A ANDETERMINED,INSTALL THE CONTROLLER PER DETAIL AND ANY OMANUFACTURER'S SPECIFICATIONS.THE CONTRACTOR IS H - _ — — - -wUiRESPONSIBLE FOR EXTENDING,LABELING AND CONNECTING = ', _ - Q THE MASTER VALVE WIRES,FLOW SENSING WIRES AND RAIN - _ - -- LU LU SENSOR WIRES TO CONTROLLER. UJ R.O.W. w 'rn TREE B3 BUBBLER 1" 11.0 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) KEY MAP 1. IRRIGATION MAINLINE,BUBBLERS,AND EQUIPMENT 1 INSTALL VALVE MANIFOLD(BALL VALVE, SYMBOL DREE BIPTION UBBLER SYSTEM SYMBOL BALL VALVE(MANIFOLD ISOLATION VALVE)SCRIPTION SYMBOL DESCRIPTION RRIGATION MAINLINE IN PAVING/JOINT Uj ARE SHOWN DIAGRAMMATICALLY FOR DRAWING O REMOTE CONTROL VALVE AND QUICK CLARITY.MAINLINE AND VALVES SHALL NOT BE COUPLING VALVE),CABLE AND IRRIGATION (2 BUBBLERS PER TREE SYMBOL) 7' TRENCH WITH ELECTRICAL z PLACED IN PAVED AREAS.INSTALL MAINLINE MAINLINE IN PLANTING AREA,TYPICAL REMOTE CONTROL VALVE > WHENEVER POSSIBLE 18"FROM WALKS,CURBS AND Ma WATER METER DRIP REMOTE CONTROL VALVE z ONLY IRRIGATHON EN MAINLINE IN PAVING/IRRIGATION < WALLS. O IRRIGATION CONTROLLER TO BE INSTALLED POC POINT OF CONNECTION 2. SEE SHEETS LI-2.1 THROUGH LI-2.2 FOR IRRIGATION AT ELECTRICAL PEDESTAL(SEE ELECTRICAL O• QUICK COUPLING VALVE IRRIGATION MAINLINE IN PLANTER = BF — 1-vz — LEGEND,NOTES AND WATER USE CALCULATIONS. PLANS) 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. O 1"EXISTING IRRIGATION WATER METER ON 1" IRRIGATION ONLY TRENCH COPPER SERVICE.REPLACE EXISTING 1" My MASTER VALVE DRIP AIR/VACUUM RELIEF VALVE ------ BACKFLOW PREVENTER WITH NEW 1" IRRIGATION LATERAL LINE IN PLANTER LATERAL PIPE SIZING GUIDE: FS FLOW SENSOR DRIP FLUSH VALVE UNLESS OTHERWISE NOTED ON PLANS 1-1/2"BACKFLOW PREVENTER.RETURN ( ) BACKFLOW PREVENTER TO OWNER. O© AUTOMATIC IRRIGATION CONTROLLER ASSY. DRIP TUBING TO PVC TRANSITION FITTINGS. --- PIPE SLEEVE/WIRE CONDUIT AS NOTED 3/4" - 0-7 GPM O � BALL VALVE(MAINLINE ISOLATION VALVE) © PULL BOX 1"WIRE CONDUIT IN PAVING/IRRIGATION — 1" 4 __ SPRING STRE€T 8-14 GPM 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 ANSHAVEBEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT CITY OF LAKE ELS NORE SHEET 32 APPROPRI ONDITI INS.1DEVELOPMENTAND/OR CITY AND ELAWS AND HAVE BEEN ACCEPTABLE �pNDSCgpE FOR � ` I"�� '' SPRING STREET 1 0/1 612 0 2 0 °- 2 1 SCALE: 0 10' 20' BENCH MARK: 74�. . - LANDSCAPE OF SHEETS p.9 30 21 IRRIGATION PLAN tRE:MON HABIB,�CE�0.83156 A DATE 1"=20'EN LAKE E�LSINORE \ ��EF OF CO DATE: 10/16/2020 019-051 ig 00 C Alert e 811/800-227-2600 SEE SHEET LI-1.7 ku w b W B6 TREE aa� 1" 7.00 BUBBLER 2 m ' m / A a31vM �. W � 1 Q- G G W —w—G W G WG _ — — _— ,. W W J _ z a W z z a a <a (1)3"SLEEVE 1 2 (1)3"SLEEVE 3 3 (1)V CONDUIT GRAHAM AVENUE (1)1"CONDUIT S a3M3S„8 w w w a31 „zl w �3I9M a31tlM9— W W T T T T T 1' .. .o P— P' p P TREE 67 _ 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) vz 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 z PLACED IN PAVED AREAS.INSTALL MAINLINE MAINLINE IN PLANTING AREA,TYPICAL REMOTE CONTROL VALVE Lu j M WATER METER 1-vz IRRIGATION MAINLINE IN PAVING/IRRIGATION WHENEVER POSSIBLE 18"FROM WALKS,CURBS AND ❑ DRIP REMOTE CONTROL VALVE WALLS. O BORE UNDER EXISTING WALK FOR NEW POC POINT OF CONNECTION ONLY TRENCH � H 2. SEE SHEETS LI-2.1 THROUGH LI-2.2 FOR IRRIGATION IRRIGATION SYSTEM OO QUICK COUPLING VALVE _ _ IRRIGATION MAINLINE IN PLANTER Y LEGEND,NOTES AND WATER USE CALCULATIONS. = z BF BACKFLOW PREVENTER SUBSURFACE INLINE DRIP EMITTER TUBING i 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 rqv MASTER VALVE DRIP AIR/VACUUM RELIEF VALVE :- 1„ LATERAL PIPE SIZING GUIDE: FS FLOW SENSOR 0 DRIP FLUSH VALVE IRRIGATION LATERAL LINE IN PLANTER (UNLESS OTHERWISE NOTED ON PLANS) ❑A © AUTOMATIC IRRIGATION CONTROLLER ASSY. DRIP TUBING TO PVC TRANSITION FITTINGS PIPE SLEEVE/WIRE CONDUIT AS NOTED 3/4" 0-7 GPM rTI BALL VALVE(MAINLINE ISOLATION VALVE) © PULL BOX @. p 1" - 8-14 GPM SPRING. 11/4" 15-20GPM I - LI-1.8 PW Dept. Review: C. Erickson 3-4-21 MARK REVISIONS APPR. DATE THES SHAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT APPROPRIA DITIONSOFDEVELOPMENTAND/ORCITYA ATE LAWS �pNDSCgpE FOR CITY OF LAKE ELSNORE SHEET 33 AND HAVE BEEN FO CCEPTABLE 5� ` '"�/ '� SPRING STREET 10/16/2020 2 SCALE: 0 10' 20' BENCH MARK: 74 ���� LANDSCAPE OF SHEETS 1_9 3° 21 IRRIGATION PLAN REMON HABIB o.83156 E DATE 1°=20' FILE No. CITY EF LAKE ELSINORE �qj OF CAU���� DATE: 10/18/2020 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. 0.5'. 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[lie 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 Hisf ETo for the area= 8,2 COORDINATED WITH OWNER'S REPRESENTATIVE PRIOR TO ANY INSTALLATION. MAWA• 8,555 cu ftlyr 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 Use OWNER'S REPRESENTATIVE IMMEDIATELY IF A CONFLICT EXISTS BETWEEN SUCH OBSTACLES AND THE PROPOSED WORK.PROCEED IN SAME MANNER IF Hydrozone 91 Plant Factor= 0.5 reea;M„mn t>ara:` 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 0.95 f'..Ul,'. EAWU= 4,825 cu it/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 shrub:,Ground,— 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 Pia— OWNER'S REPRESENTATIVE,THEN THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REVISIONS NECESSARY AT NO ADDITIONAL COST TO THE OWNER. EAWU= 2,Os6 cu It/yr ill w 9. 'S THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND VERIFYING SLEEVE AND IRRIGATION MAINLINE LOCATIONS, IRRIGATION Hydrozone 9 3 Plant Factor= 0 oft- will Plant Type Water CONTROLLER LOCATIONS,AND CONNECTIONS WITH THE OWNER REPRESENTATIVE. INPUT square footage of hydrozone=0 10. IRRIGATION LINES SHALL BE INSTALLED IN LANDSCAPE AREAS WHEREVER POSSIBLE AND WITHIN 12"OF LANDSCAPE AREA EDGES UNLESS INDICATED Hydrozone Irrigation Efficient 1 OTHERWISE. EAWU=Icu fl 1 yr Plsrd 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 8 4 Plant Factor= 0 rya roa 12. ALL LATERAL LINE ENDS SHALL BE SIZED 3/4"UNLESS OTHERWISE NOTED. INPUT square footage of hydrozone=� Hydrozone Irrigation EfFlclen 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=Icu 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" Hydrozorro85 Plant Factor= 0 .✓a Na MINIMUM). INPUT square footage of hydrozone=� Hydrozone Irrigation EfFicien 1 15. REFER TO THE DETAILS FOR FURTHER CONSTRUCTION INFORMATION. EAWU= 0 cu 8/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 N ALL PLANTINGS RECEIVE ADEQUATE WATER TO THE ENTIRE ROOT ZONE. INPUT square footage of hydrozone=0 Hydrozone Irrigation Efficient 1 17. IRRIGATION SYSTEM SHALL BE INSTALLED,OPERATED AND MAINTAINED PER THE LATEST CURRENT LANDSCAPE WATERING RESTRICTIONS AND LOCAL EAWU= cu fi!yr CITY ORDINANCES. SubTotal EAWU= 6,921 cu It/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 l 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 factor,and foot area is already included in calculations. LI-2.1 Pw Dept. Review: C. Erickson 3-4-21 MARK REVISIONS APPR. DATE TH LANSHAVEBEENREVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT CITY OF LAKE ELSINORE SHEET 34 APPROPR ONDITIONSE DEVELOPMENTAND/ORCITYA ATE LAWS �pNDSCgpE FOR AND HAVE BEEN D ACCEPTABLE "c '9 SPRING STREET E 10/16/2020 2 SCALE: NOSCALE BENCHMARK: LANDSCAPE OF SHEEETS >} REMON HABIBo.83156 TE DATE Ep9 30 21 IRRIGATION NOTES FILE No. CITY ER R 019_prol 9� CI LAKE ELSINORE �_ - DATE: 10/16/2020 IRRIGATION LEGEND IRRIGATION LEGEND SYMBOL SYMBOL DESCRIPTION MANUFACTURER/MODEL NO. REMARKS DETAIL FULL DESCRIPTION MANUFACTURER/MODEL NO./NOZZLE RADIUS PSI GPM DETAIL I�Y 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 LJ 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 rV I.D. Fo M rI.D. BF PROVIDE ONE FOR EACH BACKFLOW v N PREVENTER Al PLANT TYPE V'":77(MA PM) voFS-A 4.00 GPM) SorFo BACKFLOW PREVENTER ENCLOSURE BPDI'GUARD SHACK'STAINLESS STEEL APPROX.LOCATION SHOWN,FIELD VERIFY B/LI-2.3 1" 14.0 IRRIG.TYPE VFo 4477Fo M S or Fo NO SYMBOL ENCLOSURE WITH'FOREST GREEN'G S-NP-2 PPROX.GPM) (APPROX.GPM) POWDER COAT FINISH V Fo (APPROX.GPM) M r V 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 916 Normal Street San Diego,CA.92103 3916 Normal Street San Diego,CA.92103 0 ENCLOSURE WITH LIGHTNING,SURGE AND HYDRAULIC WORKSHEET P.O.C. A HYDRAULIC WORKSHEET P.O.C. B GFI,RAIN SENSOR IN ENCLOSURE ASSEMBLY, © RAINMASTER REMOTE CONTROL RECEIVER ONLY PERMANENTLY MOUNTED WITH ["V�fli nt Ci of Lake Elsinore Date: 311/2021 Client: City of Lake Elsinore Date. 3/112021 ANTENNA(NO HANDHELD),RAINMASTER 10 ect Narne: Lake Elsinore Urban Greening-Spring Street Project#: 019-051 Project Name: Lake Elsinore Urban Greening-Spring Street Project#: 019-051 YEAR,DATA SERVICE PLAN,GROUND ROD KIT rces: 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 Cb VALVE(NPT NPT) ILABLE PRESSURE AT POC: 1268'Elev 122 AVAILABLE PRESSURE AT POC: 1269'Elev 122 OF STATIC PRESSURE: 12.2 10"t•OF STATIC PRESSURE: 12.2 ►v BALL VALVE(MANIFOLD ISOLATION JONES/FORD-JONES E-1900 BRASS BALL SAME SIZE AS LARGEST REMOTE CONTROL B/LI-2.4 NET ELEVATION CHANGE +)POC TO HIGH/LOW POINT OF SYSTEM: FT.): 26 NET ELEVATION CHANGE + POC TO HIGH/LOW 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.: 99.5 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 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 1-112" 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 1-112" 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 Ball Valve(Mainline) 2" 7 0.5 DRIP AIR/VACUUM RELIEF VALVE NETAFIM 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 I . ELECTRICAL ELECTRICAL PLANS) OPERATION CALCULATIONS MAINLINE IN PAVING/IRRIGATION ONLY TRENCH OPERATION CALCULATIONS TOTAL SYSTEM PRESSURE LOSS. 21.9 - 1-ur - MAINLINE IN PLANTER TOTAL SYSTEM PRESSURE LOSS: 25.2 PRESSURE REQUIRED AT HEAD: Bubbler 30.0 PRESSURE REQUIRED AT HEAD: Bubblerl 30.0 TOTAL PRESSURE REQUIREMENT: 51.9 TOTAL PRESSURE REQUIREMENT: 65.2 RESIDUAL PRESSURE: 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 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 b: X. ONLY TRENCH Reviewed b: 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 It high reservoir.TC recommended basing project pressure calculations on a 2 ft high tank SLEEVED. PWPZ:1571 22 It high reservoir.TC recommended basing project pressure calculations on a 2 ft 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/LI-2.6 DIA.) TWO-WIRE P.O.C.DECODER(MASTER RAINMASTER GT050 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 DITIONSOFBEVELOPMENTAND/OR CITY ATE LAWS �pNDSCgpE FOR CITY OF LAKE ELS NORE SHEET 35 AND HAVE BEEN FO CCEPTABLE SPRING STREET S 74 � 10/16/2020 � 2 SCALE: NO SCALE BENCHMARK: LANDSCAPE OF SHEETS Exp.9 30 21 # REMO 0.83156 D DATE IRRIGATION SCHEDULE FILE No. CITY EF LAKE ELSINORE DTgT 9F CAU���� DATE: 10/16/2020 019-051 1 1 2 17 1 SHUT-OFF VALVE 2 SHUT-OFF VALVE LID 3 OPEN o 2 5 1 1 Lu= 6 2 2 uulm...... " 3 --------------- - a LL 4 0 4 8'-12'AWAY 4 w= Cl 16 16 9 ----, ------------J J Lu - 4 9 aL 7 6 �2 10 16 00Lu 7 14 j I -I o°W 5 10 c.I� 6 °LLz 13 i0 •�* ,5^ - N c 9 zQa a 11 W W°13 0 F-LL = _ 14 6 FLOV1� FLOW w w 13 9 �'U) 12 12 10 14 2 11 15 12 2 7 8 15 SIDE VIEW 11 FRONT VIEW LEGEND LEGEND LEGEND STRONGBOX 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 2 CONTROLLER ASSEMBLY.ASSEMBLY IN 13 4) (THREAD ELL 15 CONCRETE FOOTING(4"THICK) O RECYCLED WATER VALVE I.D.TAG. O 1"CONDUIT AND SWEEP ELL FOR GROUND O (THREAD NYLON TIE THROUGH HOLE IN 12 GRAVEL BASE AND SUMP.(COMPACT ENCLOSURE BY SITEONE GREEN TECH WIRE 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 13 PVC SCH 80 45 DEGREE ELL'S.(2) 15 %"8'GROUND ROD WITH 6 GROUND ROD O COPPER NIPPLE(3"LONG,TYP.) ® VALVE BOX WITH LID,SEE REQUIRED. O ELECTRICAL FLEX CONDUIT FOR POWER WIRE AND CLAMP.LOCATE 8'TO 12'AWAY 6 COPPER RISER(LENGTH AS REQUIRED) SPECIFICATIONS FROM ENCLOSURE O NOTES: 14 PURPLE PRESSURE SUPPLY LINE.SEE © 6"MIN.THICK CONCRETE PAD WITH O5 MASTER VALVE.REFER TO LEGEND PLAN FOR SIZE. ANCHOR BOLTS PER MANUFACTURER 16 6 GROUND WIRE SECURED TO O7 STAINLESS STEEL ADAPTER A. INSTALL BACKFLOW PREVENTION ASSEMBLY RECOMMENDATIONS BACKBOARD GROUNDING TERMINAL 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 ASSEMBLY PER EQUIPMENT LEGEND. LAYER AROUND BOX,COVERING HOLES SWEEPS TO BE MIN.4"PAST TOP OF ® FLOW SENSOR TERMINAL BOARD GRAVEL SUMP). C 10 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�PRIAD'ITIONSOF EWEDFORCOMPLIANCEWITHTHE PREPARED BY: SEAL GREEN STREETS PROJECT 36 APPRDEVELOPMENTAND/ORCITYA ATE LAWS �pNDSCgpE FORCITY OF LAKE ELSNORE SHEETAND TABLE 5� ` I"�� '' SPRING STREET " 74 10/16/2020 2 SCALE: NOSCALE BENCHMARK: LANDSCAPE OF SHEETS Exp.9 30 21 # REMON HABIB, Ho.83156 DATE IRRIGATION DETAILS FILE No. CITY EN LAKE ELSINORE TTgT OF CAU���� DATE: 10/16/2020 019-051 =o= 4 �� =o= 1 =0= 6 I� KL) O �2'J 1 >�_� 5 A l 2 �_� 3 2 �_� 7 �(nLL �S2LL 4 DLL 2 LLFL g 2 -M LLB° 3 LLB° 8 w zD 10 aU,) � ' M z 3 7 CO I 5 4 9 8 0 O W 6 12 5 10 9 10 z z Z] 13 - Zoa 12 w<ww co a) 11 13 8_lJ 14 PSTREAM LENGTH T 11 9 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) 2O WATERPROOF WIRE CONNECTOR 11 GRAVEL BASE AND SUMP.(COMPACT EXPANSION LOOP SPECIFICATIONS REQUIRED GRAVEL FOR BOX BASE,DO NOT USE O PVC SCH 80,45 DEGREE ELLS.(2)REQ'D O RECYCLED WATER VALVE I.D.TAG.(THREAD BLOCKS OR BRICKS,FILL GRAVEL TO 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 O VALVE BOX WITH LID,SEE 1 O SEE TRENCHING DETAILS AND LEGEND GRAVEL FOR BOX BASE,DO NOT USE 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 O 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 �5 FILTER FABRIC(MIRAFI 140N).WRAP 1 BLOCKS OR BRICKS,FILL GRAVEL TO O PVC SCH 80 MALE ADAPTER,MIPT X SLIP, TAG) © FINISH GRADE OF MULCH LAYER AROUND BOX,COVERING HOLES BOTTOM OF SENSOR LINE/VALVE SIZE 14 SPVC SCH 40 GREY CONDUIT(WITH OFILTER FABRIC(MIRAFI 140N).WRAP 1 ) © 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. NOTE: =o= =o U_ ° 1 ~a° J ° >LL J 9 A. USE TEFLON TAPE O= 1 C9= 3 LL= ON ALL THREADED 2 � 5 fl _ I=-2 CONNECTIONS. -2 0 2 _j 2 0 4 ° 1 2 3 4 LL LL 9 =0 N 3 w� 6 z LL° N 5 12 6 a. w ..M.. 8 ❑ 9 14 - 11 � 4„ 6 �! g 7 0 15 e a ° _ - 10 8 a 7 r- U) 12 11 10 9 w 8 8 LEGEND LEGEND 16 OVALVE BOX WITH LID,SEE SPECIFICATIONS O BRASS 90 DEGREE ELL,WRAP WITH PVC O RECYCLED WATER VALVE I.D.TAG.(THREAD 10 1"BALL VALVE TAPE. 4) LEGEND. COUPLING VALVE.REFER TO LEGEND NYLON TIE THROUGH HOLE IN TAG) 11 GRAVEL BASE AND SUMP.(COMPACT LEGEND. 1 O 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 MINIMUM BRASS COUPLING WITH PVC SCH 80 MALE 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 THREADED BRASS NIPPLE.LENGTH AS RECYCLED WATER VALVE I.D.TAG.(THREAD O O VALVE BOX WITH LID,SEE SPECIFICATIONS O SEAL VOID SPACE AT CONDUIT ENDS WITH ® WRAP WITH PVC TAPE FINISH GRADE OF MULCH 13 PRESSURE REGULATING(40 PSI), NYLON TIE THROUGH HOLE IN TAG) REQUIRED, 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 ® CONTROL WIRE W/24"COILED EXPANSION 16 1"PVC SCH 40 GREY CONDUIT(WITH ® GRAVEL BASE AND SUMP.(COMPACT CONNECTIONS LOOP 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 De .ew: C. Erickson 3-9-21 MARK REVISIONS APPR. DATE TH ANSHAVEBEENREVIEWEDFORCOMPLIANCEWITHTHE PREPARED BY: SEAL GREEN STREETS PROJECT 37 APPROPRI ONDITIONSOFDEVELOPMENTAND/OR CITY AND ELAWS �pNDSCgpE FOR CITY OF LAKE ELSNORE SHEET AND HAVE BEEN F ACCEPTABLE SPRING STREET " p 74 10/16/2020 E 2 SCALE: NOSCALE BENCHMARK: LANDSCAPE OF SHEETS Exp.9 30 21 # REMON HABIB,RR E-I o.83156 DATE IRRIGATION DETAILS FILE No. CITY ENOLAKE ELSINORE TTgT OF CAU���� DATE: 10/16/2020 019-051 1 N w LEGEND 1 LEGEND INSTALLATION STEPS 0 z Z)w w // // ////////// O FINISH GRADE }r 2 1 HARDSCAPE MATERIAL w J \\\\\\\\\\\\\\ \ \ 2 F-a a O THOROUGHLY CLEAN AND DRY THE ¢w w //// //// M ALLO 0-o LLC2) BACK ILL o \ \ \ \ \ SURFACE OF THE SUBSTRATE TO WHICH W of IY CO A/AA/AA//V/V/V/V/ 3 ROCK AND DEBRIIS GREATER TAL.FREE OHAN ONE w 0 3 2� BASE MATERIAL THE MATERIAL IS DESIRED TO BOND. O O p 0 w V//V// /V/V/V/V/ Q N w h O w VA VA VA VA VA w LL \ \ \ \ \ \ INCH ¢ // // // // // 4 O3 BACKFILL MATERIAL.FREE FROM ALL ROCK o¢ o g - 4 w N o w C g /VA/VA/VA/VA/ AND DEBRIS GREATER THAN ONE INCH FIGURE 1 O2 REMOVE GUARD BAG,USING CAUTION NOT ¢o - \\ \ \\ \\ \\ \\ $ PURPLE NON-PRESSURE LATERAL LINE F' W(D O TO DAMAGE INNER BAG. w o M /A / /A/A \ V O ¢O w(7 m w p /V//V//V//V//V/ 5 SIZE. z= of _ / / / / 5 FOR RISERS OUTLET PVC PIPE,AND K o �LL \\/\\/\\/\\/\\ ¢¢N z \\/ /\\ \/ \\ \\ POP-UPS 6"OR LESS.SEE LEGEND FOR ¢ u<ui /\\//\\//\\// / 6 ® PURPLE NON-PRESSURE LATERAL LINE IN GRIP BOTH EDGES OF BAG AT THE CENTER � _ BARRIER(FIGURE 1)AND WRINKLE AND Q w} 6 CLASS,REFER TO PLAN FOR SIZE m Of O "w A//A//A/ //A/ PURPLE PVC SCH 40 SLEEVE MINIMUM. ¢w O� w 'D� /\\/ / / / TWICE THE DIAMETER OF THE LINE FLEX THE BAG ACROSS THE BARRIER.THIS LL =0.o 4 PURPLE NON-PRESSURE LATERAL LINE O w 9 z -00" \ // / // // RUNNING THROUGH.ALL PURPLE LATERAL WILL WEAKEN THE BARRIER. O o - O FOR 12"POP-UP HEADS.SEE LEGEND FOR LL g J / $ LINES SHALL BE AT THE SAME DEPTH ® SQUEEZE THE CLEAR SIDE OF THE RESIN, io o z 8 CLASS,REFER TO PLAN FOR SIZE o LL z UNDER HARDSCAPE FIGURE 2 FORCING THE RESIN THROUGH THE a v O 9 CENTER BARRIER. 9 O5 3"DETECTABLE MARKING TAPE. 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 12 TRACER WIRE,TAPED TO TOP OF © SQUEEZE RESIN TO ONE END OF BAG AND 4"MINIMUM CUT OFF OTHER END.(FIGURE 2) O 12 TRACER WIRE,TAPED TO TOP OF BETWEEN PIPE O MAINLINE EVERY 10 FEET MAINLINE EVERY 10 FEET �] SLOWLY INSERT CONNECTION INTO 6"MINIMUM BETWEEN 2"MINIMUM BETWEEN PIPE 6"MINIMUM AND CONTROL SEALING PACK UNTIL IT FITS SNUGLY ALL PIPES AND CONTROL WIRE CONDUIT ® PURLPLE PRESSURE SUPPLY LINE.SEE BETWEEN ALL PIPES WIRE CONDUIT ® PURPLE PRESSURE SUPPLY LINE IN AGAINST THE OPPOSITE END.(FIGURE 3) Ir 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 TO 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 F 1 > > LEGEND 2 9 3 1 3 8 g 2 O PLANT MATERIAL PER PLANTING PLAN. 4 to 7 O FINISH GRADE ORECYCLED WATER EMITTER 4 DRIPPERLINE.SEE LEGEND. I �L`fJ 8 ® AMENDED BACKFILL. to 9"LONG VINYL COATED TUBING 6 STAPLE.SA CO DTS OR EQUAL.1 PER 4 FT.AND,PUSHED INTO GROUND. LEGEND 10 6 SIDE SECTION EXISTING SUBGRADE. I 5 O I DRIP END FLUSH VALVE 4 � 3 11 7 PVC SCH 40 ELL,LINE SIZE SLIP X Yz' � 1 FIPT. 8 2 PERIMETER TUBING 6"FROM EDGE OF 18 O HARDSCAPE.CENTER TUBING IN LONG 2 ® Y2"BARBED MALE ADAPTER. LEGEND NOTE: LINEAR PLANTING AREAS. 3 AIR VACUUM RELIEF VALVE PLUMBED TO 3 ® 6"LONG,Y2"FLEXIBLE VINYL NIPPLE A. POSITION NIT PACED EVENLY AROUND GPH GFN-050-600 FROM LATERAL 1 TREE PER PLANTING DETAILS OS UNITS S OU O NOTES: - O PVC PIPE AT HIGH POINT). �• '"` ' �� PLANTING PIT.NOT TO EXCEED 12"FROM 22 -;;} .�_: �n1 DEPTH. 2 MULCH MATERIAL PER PLANTING PLANS O EDGE OF ROOTBALL O �� �J 4 REMOTE CONTROL VALVE WITH BALL VALVE, A. THIS DETAIL IS INTENDED TO INDICATE �_ 5 1 O PURPLE LATERAL LINE.REFER TO PLAN DRIP FILTER&PRESET PRESSURE GENERAL COMPONENTS AND LAYOUT. ? FOR SIZE. O3 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. �� 6 11 EXHAUST HEADER WITH LINE SIZE SLIP B. DRIP SYSTEM SHOWN ON PLAN CANNOT 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. O 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) O F SUBSURFACE DRIPPERLINE 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 p APPROPR CONDITIONS OF DEVELOPMENT AND/OR CITY ATE LAWS �pNDSCgpE FOR CITY OF LAKE ELSINORE SHEET 38 AND HAVE BEEN D ACCEPTABLE SPRING STREET 74 � 10/16/2020 � 2 SCALE: NO SCALE BENCHMARK: LANDSCAPE OF SHEETS REM # CITY HAB§I �R No.83156 TE DATE Exp.9 30 21 IRRIGATION DETAILS FILE No. CITY OF LAKE ELSINORE TTgT OF CAU���� DATE: 10/16/2020 Q19-051 FLUSH WITH FINISH GRADE OF MULCH FLUSH WITH FINISH a GRADE OF MULCH 2 4 2 q CONTROLLER x x 0 x .I, MASTER VALVE LL 5 ° 5 110 VAC ❑ U POWER w 1 12 6 w IL a rn w 7 w 6 fn /n g 7 11 11 8 \ 9 WIRE PATH 1 SPLIT 10 9 AT CONTROLLER 1 O 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 Yz'RUBBER HOSE. PVC SCH 40,45 DEGREE ELL O AIR VACUUM RELIEF VALVE AROUND BOX,COVERING HOLES O VALVE BOX WITH LID,SEE SPECIFICATIONS 1 Q GRAVEL BASE AND SUMP.(COMPACT 1 O 3 REBAR-12"MIN.LONG O FINISH GRADE OF MULCH GRAVEL FOR BOX O BASE,DO NOT USE FINISH GRADE OF MULCH BLOCKS OR BRICKS,FILL GRAVEL TO NOTES: 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 LAYER AROUND BOX,COVERING HOLES EQUAL I.D.TAG).(THREAD NYLON TIE THROUGH ). 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,/4°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,/4 FIPT X FIPT BALL VALVE 7 VALVE=100 FT. O$ GRAVEL BASE AND SUMP.(COMPACT GRAVEL A. INSTALL VALVE AT HIGHEST ELEVATION OF O NOTE: E. REFER TO CONTROLLER MANUFACTURER FOR BOX BASE,DO NOT USE BLOCKS OR SYSTEM. $ PVC SCH 40,3/4"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 8 NOTE: 1 5 2 2 xxxxx A. WIRE COIL 4 X; 9 FEET LENGTH. 3 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 18 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 CONNECTORS.3M OVALVE BOX WITH LID,SEE SPECIFICATIONS O 51 0RE G-N,OR APPROVED EQUALH LOCK TWO WIRE PATH OTWO WIRE COMMUNICATION PATH.REFER 1 O 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 1q FILTER FABRIC(MIRAFI 140N,OR OHMS OR LESS © EXTENSION(LENGTH AS REQUIRED) APPROVED EQUAL).WRAP 1 LAYER AROUND O 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 SHAVEBEENREVIEWEDFORCOMPLIANCEWITHTHE PREPARED BY: SEAL GREEN STREETS PROJECT 39 APPROPRIAT DITIONSOFDEVELOPMENTAND/OR CITY AND ELAWS �pNDSCgpE FOR CITY OF LAKE ELSNORE SHEET AND HAVE BEEN FO CCEPTABLE SPRING STREET " 74 � 10/16/2020 � 2 SCALE: NO SCALE BENCHMARK: LANDSCAPE OF SHEETS # REMON HABIB,R�CF�P1o.83156 Exp.9 30 21 D DATE IRRIGATION DETAILS FILE No. CITY EN LAKE ELSINORE TTgT OF CAU���� DATE: 10/16/2020 019-051 15 PIS CHI • 15 GAL R.O.W. CVO L-------- ----- ----- ---- ----- ----- --�----- ----- / T � N. SPRING STREET ILU m M m �W � 3 / 1� 101, 101 10' 1 13 IS CHI 1 5 GAL 1 R.O.W. --- - - --- ---- ------ --- %----------- ------ -- ---- -------- T T ----------- --- -- - -- - ----------- --- ----- Kf� 1 - N- • W ABAN W 7,N—W ABAN—W ABAN W ABAN ABANi W ABA WABAi — - G W ABAN— W ABAN VW AN W BAN 01 WI 1 m m m m_ m N. SPRING STREET m N, � w n — m m a1CL N / M D —D� Lu - � - R.O.W. - 1 a 1 (� 10' 10' 10' /� 1 F Q 1 _ �L_u ='� m KEY NOTES MINIMUM TREE SEPARATION DISTANCE KEY MAP SHEET NOTES OEXISTING TREE TO REMAIN AND BE PROTECTED,TYPICAL TRAFFIC SIGNALS/STOP SIGNS 20 FEET I � � 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 _III =III AND FINISH SCHEDULE ABOVE GROUND UTILITY STRUCTURES 10 FEET —III 3. SEE SHEET LP-2.3&LP-2.4 FOR PLANTING DETAILS O LIGHTING PER ELECTRICAL PLANS,TYPICAL DRIVEWAYS 10 FEET III 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, = LEGEND,AND DETAILS O UTILITY PER CIVIL ENGINEER PLANS,TYPICAL O OBIKE ROUTE STRIPING BY CIVIL ENGINEER PLANS,TYPICAL OoDig Alert --------------J SPRING.STREET=II- Cso or o e. 811/800-227-2600 NORTH LP-1.1 PW Dept. Review: C. Erickson 3-4-21 MARK REVISIONS APPR. DATE THES NSHAVEBEENREVIEWEDFORCOMPLIANCEWITHTHE PREPARED BY: SEAL GREEN STREETS PROJECT APPROPRIA DITIONSOFDEVELOPMENTANDIORCITYA ATE LAWS �pNDSCgpE FOR CITY OF LAKE ELSINORE SHEET 4O AND HAVE BEEN FO CCEPTABLE ° SPRING STREET 74 0/16/2020 23 SCALE: 0 10' 20' BENCHMARK: LANDSCAPE PLANTING °F SHEETS 'x 9 30 21 # REMON HABIB N.83756 DATE a 1°=20' PLAN FILE No. CITY OF LAKSINORE 4/P OF CAC7��� DATE: 10/16/2020 I I 1 I 5 PIS CHI 15 GAL ' 1 I 110, L--- — --- R.O.W. TT W ABA14 W ABAN W ABAN W ABAN W ABAN� A13AN T -1 T 1 T 1 T T T T \ 1 T T '� d - Lu N. SPRING STREET. — J S— W- M S M— W w S s W W S s— W z _ 1n I s � w � - s_ S s s � • • S p \, c a 3 8 KOE BIP 15 GAL / 1 a - , � • �i �i v �� / � � _�� R.O.W. ----- 1� -' S\'- --Tc-, -��-- -- - --- --� --- - - ----------- --- --� -------------�——IF W ABAN AB W BAN W A VAN W ABAN W/APArl AN W. T T /)� / /�� i ��n�� i 10, W W W- �� W_ W— m � S T� Q _ WN. SPRING STREET m a C W w w W W W —W w w W w w w , �s 7U-17 —�-s s s s s s s s s s s i Lu 0 s � 'c. R.O.W. �--------- --�I C/) Lu 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 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 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 . Dig Alert ------ ----tj CG.SIRE � 0 � o, le�l NORTH 811 I800-227-2600 LP-1.2 PW Dept. Review: C. Erickson 3-4-21 TH LAN MARK REVISIONS APPR. DATE SHAVEBEENREVIEWEDFORCOMPLIANCEWITHTHE PREPARED BY: SEAL GREEN STREETS PROJECT APPROPRI ONDITIONSOFDEVELOPMENTAND/ORCITYAN ELAWS �pNDSCgpE FOR CITY OF LAKE ELSINORE SHEET 41 AND HAVE BEEN ACCEPTABLE o �� INc� '9� SPRING STREET 74 0/16/2020 23 SCALE: 0 10' 20' BENCHMARK: LANDSCAPE PLANTING OF SHEETS Ex # REMON HABIB No.83756 E p.9 30 21 DATE � a 1°=20' PLAN FILE No. CITY OF LAKE ELSINORE 4TP OF CAT7��� DATE: 10/16/2020 01 9-051 SEE SHEET LP-1.6 I m I� i I h 1 0 LAV ANG 18 1 1l LAN CHA 67 I I 16 BIP 15 G 1 \ � 15 GAL I • : AGAIATT 20 m Q I I I I I 1 1 � ' 3 . •° ua I --r---. R.O.W. 1' -�-- �� _ R.O.W. -- -- ---- - -- N� - A al G 1-- —W W - W W w S\ A 10' 1 0 W■ - v m W' ,N W N. SPRING STREET -S W U'I W "—j 1� s s IS _ s— � � 1 W 1 SD .-. ■ z s R.O.W. z ° 1 ' Q E-01 -----------------------------------------�1 } I W r-------- F-01 7 PIS CH I 5 GAL R.O.W. i I SEE SHEET LP-1.6 ® hmm 0= " min 7 mil •� NORIm EM im MiloSEE SHEET LP-1.6 O LAV ANG 27 • KOE BIP 11 : o LAN CHA 57 JJ i 3 \ 15 GAL I 1 I U01S 2 o AGA ATT 124 ' 1 i Ii -- R.O.W.---- 1t-(D - ---- --- --� `----- - - ------- --- - R.O.W. ----�— II W 1 :::C..•.W•ABAN - C W ABA G V 0 .1 ", w W W W _ 10 W \ W IQ. Lu W: N. SPRING STREET - s s s W S W N. SPRING STREET �i W W I� W -s S Lu ,- W ..... _ P z _ R.O.W. ° ; R.O.W.t6z�- �- 1 • PIS CH115 __ E-01 p} 15 GAL �\ 1 z ilop 5 I a 1 1 �p 1 1 MINIMUM TREE SEPARATION DISTANCE KEY MAP I ,m 7 00— L I EGEND KEY NOTES TRAFFIC SIGNALS/STOP SIGNS 20 FEET KEY SYMBOL DESCRIPTION SEE SHEET LP-1.6 O EXISTING TREE TO REMAIN AND BE PROTECTED,TYPICAL 1 UNDERGROUND UTILITY LINES 5 FEET w SEWER LINES 10 FEET > _ E-01 ----------------- STEEL EDGER O CONCRETE PAVING BY CIVIL ENGINEER PLANS,TYPICAL ABOVE GROUND UTILITY STRUCTURES 10 FEET w` DRIVEWAYS 10 FEET ¢ III o o O LIGHTING PER ELECTRICAL PLANS,TYPICAL INTERSECTIONS 25 FEET F-01 VINYL COATED CHAIN LINK FENCE 3 OUTILITY PER CIVIL ENGINEER PLANS,TYPICAL SHEET NOTES = I�1 H V 5 BIKE ROUTE STRIPING BY CIVIL ENGINEER PLANS,TYPICAL 1. SEE SHEET LP-2.1 FOR PLANTING NOTES =III O 2. SEE SHEET LP-2.2 FOR FULL PLANTING LEGEND AND MATERIALS AND FINISH SCHEDULE � ��� � 11 3. SEE SHEET LP-2.3&LP-2.4 FOR PLANTING DETAILS o Dig Alert V 4. SEE SHEETS LI-1.1 THROUGH LI-1.08 FOR IRRIGATION PLANS SPRIP{G ""� ,°d. 5. SEE SHEETS LI-2.1 THROUGH LI-2.5 FOR IRRIGATION NOTES, T° °° se LEGEND,AND DETAILS 811i800-227 2600 NORTH LP-1.3 PW Dept. Review: C. Erickson 3-4-21 MARK REVISIONS APPR. DATE THES INS HAVE PREPARED BY: SEAL GREEN STREETS PROJECT APPROPRIA NDITIONSOFDEVELOPMENTANDIORCITYAND LAWS �pNDSCgpE FOR CITY OF LAKE ELSINORE SHEET 42 AND HAVE BEEN FO CCEPTABLE o �� INc� '9� SPRING STREET 74 0/16/2020 23 SCALE: 0 10' 20' BENCHMARK: LANDSCAPE PLANTING °F SHEETS Exp.9 30 21 # IIIIII� REMON HABIB,R o.83156 DATE a 1°=20' PLAN FILE No. CCITY EN LAKE ELSINORE 4TP OF CAA DATE: 10/16/2020 019-051 SEE SHEET LP-1.5 �I�I •ham .. ME ME ME ten_ ME, - I LAV ANG 34 I I I a I MULCH,TYP. + + LAN CHA 53 I I I 1 1 I ' AGA ATT 20 1110' 10' / �- •._'II.1 R.O.W. c c i w w w A _ _ o , 1 w tN. SPRING STREET Im �1 1� T- -- ----- ----- ----- ----- ----- --- - •- R.O.W. -- ----- ---- -- - - --- --------� I � � �, -------------------------------�- 1 E-01 Of F 1. 18 PIS CHI 15 GAL 4 W " F QL 5 1 19m SEE H 0 0 ' SEE SHEET LP-1.5 ' 1 — .._• 141 PIS CHI i 15 GAL •jam;_ ! � I' � 1 \ -- ---------- -- --- --- --- - --- --- R.O.W. J � L-------- wu s �a w ai— N. SPRING STREET W 1= wr 5 ' `^ fWy L7�_­Aw U)17:P N —P P 3 P P p � I 4 I L - i ♦• G LEGE7TE MINIMUM TREE SEPARATION DISTANCE KEY MAP SHEET NOTES KEYSCRIPTION TRAFFIC SIGNALS/STOP SIGNS 20 FEET 104 . SEE SHEET LP-2.1 FOR PLANTING NOTES UNDERGROUND UTILITY LINES 5 FEET w2. SEE SHEET LP-2.2 FOR FULL PLANTING LEGEND AND MATERIALS E-01EEL EDGER SEWER LINES 10 FEET - AND FINISH SCHEDULE z _ ABOVE GROUND UTILITY STRUCTURES 10 FEET Lu= 3. SEE SHEET LP-2.3&LP-2.4 FOR PLANTING DETAILS DRIVEWAYS 10 FEET ¢ III 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, KEY NOTES LEGEND,AND DETAILS OEXISTING TREE TO REMAIN AND BE PROTECTED,TYPICAL C7 OCONCRETE PAVING BY CIVIL ENGINEER PLANS,TYPICAL OLIGHTING PER ELECTRICAL PLANS,TYPICAL — 3 -- I u Dig Alert O UTILITY PER CIVIL ENGINEER PLANS,TYPICAL SPRING ST1I C -------- I T ' O BIKE ROUTE STRIPING BY CIVIL ENGINEER PLANS,TYPICAL NORTH 8111'800-227-2600 LP-1.4 PW Dept. Review: C. Erickson 3-4-21 MARK REVISIONS APPR. DATE THE�HAvNE=,',TEENNR'Ev`EWEDFORCOMPLIANCEWITHTHE PREPARED BY: SEAL GREEN STREETS PROJECT APPRDEVELOPMENTAND/ORCITYA ATELAWS �pNDSCgpE FORCITY OF LAKEELSINORE SHEET 43 AND TABLE � I"c� '�� SPRING STREET 74 10/16/2020 23 SCALE: 0 10' 20' BENCHMARK: LANDSCAPE PLANTING °F SHEETS Exp.9 30 21 # REM TM ON HABIB, 0.83156 DATE a 1°-20' PLAN FILE No. EN CI LAKE ELSINORE 4TP OF CA N� DATE: 10/16/2020 019-051 1 22 PIS CHI 1 15 GAL • C.) 1 10' -�------------------------ _--------- ----- R.O.W. -- - -- ----- --- J S S w mm N. SPRING STREET co- 5 1 AM M M — S S y u a, NORTH SEE SHEET LP-1.4 i �l m Now Now MIN III I"Ulml IM I II I I I I I 5 KOE BIP • s 15 GAL x x x x x x x__ x-, x x e e e • • --- • • - � p M M M M M -M M M M- X M — W. POTTERY STREET - 10' d o d o —— __—— —— ------------, ---- --- R.O.W. - -- - -- - -- - ----- W r----- -- -- -- -- -- - - -- -- -- -- -T----�-- --R.O.W. ----- -_ --� - - --, - \ I I R01 3 4 16 JAC MIM • 6 z I I I 15 GAL i 2 I co 5 1 ' NORTH SMIN ImmMEOPEN rt. I. MiN SEE SHEET LP-1.4 KEY NOTES IF MINIMUM TREE SEPARATION DISTANCE KEY MA SHEET NOTES EXISTING TREE TO REMAIN AND BE O PROTECTED,TYPICAL TRAFFIC SIGNALS/STOP SIGNS 20 FEET -�� � I I 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 51 > I1 L AND FINISH SCHEDULE ABOVE GROUND UTILITY STRUCTURES 10 FEET y r 3. SEE SHEET LP-2.3&LP-2.4 FOR PLANTING DETAILS O LIGHTING PER ELECTRICAL PLANS,TYPICAL DRIVEWAYS 10 FEET _ -Q; 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, OUTILITY PER CIVIL ENGINEER PLANS,TYPICAL LEGEND,AND DETAILS O5 BIKE ROUTE STRIPING BY CIVIL ENGINEER PLANS,TYPICAL LEGEND O MULCH PER SPECIFICATIONS KEY SYMBOL DESCRIPTION I I I R-01 ——————— ROOT BARRIER ;! o Dig Alert SPRING , � �------' c iLi c 811/800-227-2600 LP-1.5 PW Dept. Review: C. Erickson 3-4-21 MARK REVISIONS APPR. DATE THE NSHAVEBEENREVIEWEDFORCOMPff�_ PREPARED BY: SEAL GREEN STREETS PROJECT APPROPRIA NDITIONSOFDEVELOPMENTA �pNDSCgpE FOR CITY OF LAKEELSINORE SHEET 44 AND HAVE BEEN F ACCEPTABLE ° � 11 � SPRING STREET ,0/16/2020 23 SCALE: o ,o' 20' BENCHMARK: LANDSCAPE PLANTING °F SHEETS Exp.9 30 21 # REMON HABIB, 0.83156 E DATE J> a 1" 20' PLAN FILE No. CITY EN LAKE ELSINORE 4TP OF CA�1 DATE: 10/16/2020 019-051 SEE SHEET LP-1.3 �■ ■■m4 �■■ L . I77 I d 15 14 KOE BIP II I 15 GAL -------- �-- - �-- ------ --- --- --R. J �-------- - -- --. -- R.O.W. - ----�-----L-- --- --- - --- - -----_---�_ ---- —I 2 ---- 1 s W. SUMNER AVENUE C) S 5 d ems.-► (� �► -- �!.-► ,_ \ i.-► 7 ct _ ---------- --- — - - — --- — --- — --- --- =-------- - - --- --- — - ---- --------- R.O.W. 1, a -- - - R.O.0. _T 11JACMIM � f I 15 AL nc- m■ mi ■M1 m■ am y moi =NN . NORTH ' SEE SHEET LP-1.3 SEE SHEET LP-1.3 m 07 4 N ; I Ip 23 JAC MIM i OlJ I 15 GALCD --------- R.O.W. -_�-_- �- \ --- R.O_W.-- ----------- G__-------- ------\--- —'—_ --- — � r ' M - . va . W. HEALD AVENUE M MA M eeeeeeeee � o e 7 oe e - M' N 3 W R.O.W. i i R.O.W.0 NORTH i i Z17 P 3 KEY MAP SHEET NOTES 1. SEE SHEET LP-2.1 FOR PLANTING NOTES . o uc� � ou 7 w 2. SEE SHEET LP-2.2 FOR FULL PLANTING LEGEND AND MATERIALS SEE SHEET LP-1.3 z� AND FINISH SCHEDULE j' = 3. SEE SHEET LP-2.3&LP-2.4 FOR PLANTING DETAILS LEGEND 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 ¢ LEGEND,AND DETAILS KEY SYMBOL DESCRIPTION O O CONCRETE PAVING BY CIVIL ENGINEER PLANS,TYPICAL R-01 ------- ROOT BARRIER I� Oip _ MINIMUM TREE SEPARATION DISTANCE 3 LIGHTING PER ELECTRICAL PLANS,TYPICAL TRAFFIC SIGNALS/STOP SIGNS 20 FEET O UTILITY PER CIVIL ENGINEER PLANS,TYPICAL ' UNDERGROUND UTILITY LINES 5 FEET , f° Dig Alert SPRING a ', --- SEWER LINES 10 FEET ° o . ABOVE GROUND UTILITY STRUCTURES 10 FEET "c BIKE ROUTE STRIPING BY CIVIL ENGINEER PLANS,TYPICAL DRIVEWAYS 10 FEET 81 i i eoo-zzazs. INTERSECTIONS 25 FEET LP-1.6 PW Dept. Review: C. Erickson 3-4-21 MARK REVISIONS APPR. DATE THE NSHAVEBEENREVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT APPROPRIA NDITIONSOFDEVELOPMENTANDIORCITYAN ELAWS \,ODSCAPE FOR CITY OF LAKE ELSINORE SHEET 45 AND HAVE BEEN F ACCEPTABLE SPRING STREET 74 10/16/2020 23 SCALE: 0 10' 20' BENCHMARK: LANDSCAPE PLANTING OF SHEETS Exp.9 30 21 # REMON HABIB, o.83156 E DATE a 1­20' PLAN FILE No. CITY EF LAKE INORE 4TP of CACC��� DATE: 10/16I2020 019-051 I R-01 I�P 18MIM15 L • 1� — — —— — — —— — — — — — —— — — I n SEE SHEET LP-1.10 1 R.O.W. J — — r, . - -- — — 1 .. - - ---1` NVBV I / 'J M NVBV Mai. NV M— alVcTd M M M M - M M A se M • -. ? w W. HEALD AVENUE �� / ��a "�- 4 • - I� 10' 10 M M I� —M PP /� M AA M M L__j --- ---- eee • • Lu ---�- � - - - - - - - - - -- aR.O ~~ ' CIO � •'' II 2 KOE BIP • CO 15 GAL W II z I I z J �■ �,.® �� I I NORTH SEE BELOW 27 KOE BIP 15 GAL • 10, 10, I R.O.W. Lu I o�� — w a I 10, 10, 10, 10, I> - _ S 5 LANGSTAFF STREET S— Lu w w w— w g, w "- i w WLu I T T T T T T T � w w— —w A�AN w w A�AN w w A�AN w w —w A AN w r AI -- - R.O.W. 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 df� 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 I 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, LEGEND,AND DETAILS O UTILITY PER CIVIL ENGINEER PLANS,TYPICAL O OLEGEND ___ _BIKE ROUTE STRIPING BY CIVIL ENGINEER PLANS,TYPICAL ----- 1 5 KEY SYMBOL DESCRIPTION R-01 ROOT BARRIER 1 o Dig Alert SPRING STFME - �c 81 isoazz7-zsoo LP-1.7 PW Dept. Review: C. Erickson 3-4-21 MARK REVISIONS APPR. DATE TH LANSHAVEBEENREVIEWEDFORCOMPLIANCEWITHTHE PREPARED BY: SEAL GREEN STREETS PROJECT APPROPR CONDITIEONSOFDEVELOPMENTANDIORCITYA ATE LAWS �pNDSCgpE FOR CITY OF LAKE ELSINORE SHEET 46 AND HAVE BEEN D ACCEPTABLE SPRING STREET 74 10/16/2020 23 SCALE: 0 10' 20' BENCHMARK: LANDSCAPE PLANTING OF SHEETS 1_9 30 21 # REMON HABIB,R o.83156 TE DATE a 1° 20' PLAN FILE No. CITM EN LAKE ELSINORE 4TP OF CACA`�a DATE: 10/16I2020 019-051 rK OE BIP GAL SHEET LP-1.7 ' R 01 W ~ 1 mom ' W 11 JAC MIM W I ' Lu 15 GAL ' m m C 10, 10' 1 LL QL - ---� 4 • :�� � w Q �c c G G G - w i v� �W J w —W--- w --- W w ---- w w _ �,—_ a¢ mm ° s GRAHAM AVENUE 5 m 'W W 1n-i W w w W W -W "-- --�---- -w -- w —T T T T T w\�� ��w 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 Lu 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 =III III 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, OUTILITY PER CIVIL ENGINEER PLANS,TYPICAL LEGEND,AND DETAILS OBIKE ROUTE STRIPING BY CIVIL ENGINEER PLANS,TYPICAL LEGEND -� KEY SYMBOL DESCRIPTION 150Dig Alert R-01 ——————— ROOT BARRIER SPRING ST '—==— I 0, C a- T �811 800-227-2600 L P-1.8 PW Dept. Review: C. Erickson 3-9-21 MARK REVISIONS APPR. DATE T�" vWEDFORCOMPLIANCEWITHTHE PREPARED BY: SEAL GREEN STREETS PROJECT CITY OF LAKE ELSINORE SHEET 47 AEVELOPMENT AND/OR CITY AND E LAWS �pNDSCgpE FOR AABLE SPRING STREET WL� 10/16/2020 J SCALE: LANDSCAPE PLANTING °F 5 EFTS a, 2 0 10' 20' BENCH MARK. E_9 30 21 REMO ,R No.83156 DATE ,. 1°=20' PLAN FILE No. CITY OF LAKE ELSINORE J?'�TE OF CA4F��� DATE: 10/16/2020 019-051 PLANTING NOTES TREE PROTECTION NOTES 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(W)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 p MARK REVISIONS APPR. DATE THES SHAVEBEENREVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT CITY OF LAKE ELSINORE SHEET 4$ APPROPRIAT DITIONS OF DEVELOPMENT AND/OR CITY ATE LAWS �pNDSCgpE FOR AND HAVE BEEN FO CCEPTABLE SPRING STREET y 74 10/16/2020 2 SCALE: NO SCALE BENCHMARK: LANDSCAPE PLANTING OF SHEETS °9 3° 21 NOTES REMON H CE No.83156 DATE a FILE No. CI INEER F oP�� 019.051 �9T ITY OF LAKE ELSINORE DATE: 10/16/2020 PLANTING LEGEND SYMBOL CODE DETAIL LATIN/BOTANICAL NAME COMMON NAME SIZE SPACING MIN. HEIGHT MIN. SPREAD WATER USE OTY. REMARKS TREES JAC MIM JACARANDA MIMOSIFOLIA JACARANDA 15 GAL NA T-8' 2'-3' 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'-3' MEDIUM 109 EXIST EXISTING TREE TO REMAIN NA NA NA NA NA NA I NA SHRUBS AGA ATT AGAVE ATTENUATA FOXTAIL AGAVE 1 GAL NA 12" 12" LOW 64 yrti 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 1 ? E/LP-2.3 FULL AND SPREADING,GOOD COLOR LAV AN 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 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:VINYL/PAINT 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 �FOUCEPTABLE ED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT CITY OF LAKE ELSINORE SHEET 49 APPROPRIAVELOPMENT AND/OR CITY A ATE LAWS �pNDSCgpE FOR AND HAVE SPRING STREET 2 SCALE: y 74 10/16/2020 E. NO SCALE BENCHMARK: LANDSCAPE PLANTING OF SHEETS `P9 30 2, LEGEND REMON HABI No.83156 DA DATE a FILE No. CITY EER �qr o oP�' 019-051 errTYOF LAKE ELSINORE DATE: 10/16/2020 LEGEND 1O BACKFILL MIX HIGH POINT O GRAVEL FILL AROUND PIPE 1 O3"PERFORATED PIPE WITH FILTER 2 SOCK(LENGTH AS REQUIRED) 6 3 ® 3"ROUND PIPE DRAIN GRATE.USE LEGEND ATRIUM DRAIN GRATE TYPE IN 4 PLANTERS AND FLAT ROUND GRATE 1 O MULCH PER PLANS - TYPE IN DECOMPOSED GRANITE 6-, AREAS OFINISH GRADE �i4 O FINISH GRADE O3 EDGER,SEE MATERIALS AND FINISH © UNDISTURBED ROOTBALL SCHEDULE STAKE,SECURE STAKE 1/2"BELOW PLAN (A) TOP OF EDGING NOTES: 2 ¢ 4 1. EXTEND PERFORATED PIPE BELOW BOTTOM OF ROOTBALL.SLANT BOTTOM OF PLANTER PIT ALLOW 9 3 NOTES: N 5 ACCUMULATEDO WATER TO COLLECT AT 1 LEGEND BASE OF PERFORATED PIPE.SIPHON OFF 4 3 AS REQUIRED TO PREVENT ROOT ROT. A.EDGING TO BE NO MORE THAN 1/2" 2. DO NOT FILL PERFORATED PIPE WITH 15 F 1 G O TREE STAKE(SEE SPECIFICATIONS) ABOVE MULCH, RAVEL. B. COMPACT GRADE ADJACENT TO 4 O TREE TIE(MIN.4 REQUIRED,NAIL TO STAKE) EDGING TO PREVENT SETTLING. _ C. INSTALL STAKES PER N 13 O MULCH,REFER TO SPECIFICATIONS AND MANUFACTURER'S 3 PLANTING NOTES FOR DEPTH AND TYPE RECOMMENDATIONS. 17 16 4 ® SEE TREE OBSERVATION TUBE DETAIL MIN.DIA. 12 5 O5 FINISH GRADE © PLANT TABLETS(3"BELOW GRADE) SECTION � � 6 11 `10 O7 PLANTING PIT W/ROUGHENED SIDES 7 ® B EDGER C TREE OBSERVATION TUBE BACKFILL MIX(PUDDLE AND SETTLE) 8 Og CONTRACTOR SHALL EXCAVATE 2 THE ISOMETRIC SCALE: N.T.S. PLAN /SECTION SCALE: N.T.S. ROOTBALL DIAMETER OR A HOLE 2'X 2'(4 9 S.F.),WHICHEVER IS GREATER. 1O ROOTBALL SECTION LEGEND LEGEND 11 DEPTH OF ROOTBALL 12 6"WATERING BASIN ) SHRUB 1 O 1/2 OF SPACING DISTANCE AT 2 ALL EDGES PER 13 TREE COLLAR 2O SHRUB CROWN(1"ABOVE FINISH INDIVIDUTAL SPECIES MATURE GROWTH NOTES: GRADE) ? �? 2 SEE PLANTING PLAN AND 14 TREETRUNK 9 O O3 MULCH,REFER TO SPECS.&PLANTING 4,'' 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 EDGE OF PAVING PROCEDURES AND ADDITIONAL INFORMATION. 9 2 O 2. REMOVE FROM BOX WITH AS LITTLE DISTURBANCE 16 EX.GRADE AT SLOPES ® 4"HIGH WATERING BERM ALL AROUND FINISH SURFACE OF MULCH NO MORE TO THE ROOTBALL AS POSSIBLE. O 1 ® 3. SEE PLANTING NOTES 9,SHEET LP-2.1 FOR 17 NEW FINISH GRADE AT SLOPE(WHERE 13 14 15 O PLANT PIT W/ROUGHENED SIDES THAN 1"BELOW TOP OF PAVEMENT MULCHING INFORMATION. APPLICABLE) 2 AND 2"IN SHRUB AREAS 12 0 © PLANT TABLETS(3"BELOW GRADE) PLAN 9 3 O FINISH GRADE OBACKFILL MIX(PUDDLE&SETTLE) © EDGE OF PAVING 4 ® TOPSOIL AND SUBGRADE PER O 7 PREPARED SOIL TREE PLANTING WITH DOUBLE STAKING & TREE 5 SPECIFICATIONS q ® SUBGRADE PER CIVIL PLANS A OBSERVATION TUBE 11 10 6 O 2X ROOTBALL DIAMTER MIN. � �• f 5 PLAN /SE ROOTBALL CTION SCALE: N.T.S. 7 11 DEPTH OF ROOTBALL _.li..Ilhirill ir-III=u ill,l �J 9 8 O =III=1 I� L=Ti, n 12 CURB OR PAVING(WHERE 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 APPLICABISTING FINISH �DEATSLOPE 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 ANSHAVEBEENREVIEWEDFORCOMPLIANCEWITHTHE PREPARED BY: SEAL GREEN STREETS PROJECT CITY OF LAKE ELSINORE SHEET 50 APPROPRIA NDITIONS OF DEVELOPMENT ANDIOR CITY A ATE LAWS �pNCSCgpF FOR AND HAVE BEEN F ACCEPTABLE '"�� '��- SPRING STREET 10/16/2020 23 SCALE: NOSCALE BENCHMARK: LANDSCAPE PLANTING IF SHEETS TRE,MONHABI No.63166 DATE xp.9 30 2l p>? DETAILS FILE No. OF LAKE ELSINORE 9lP OF CA�1F��� DATE: 10/16I2620 019-051 8 4 1 10'MAX. 10'MAX. 2 14 3 15 4 9 � 5 10 0 16 7 2 15 Tj 7�, 2 `4 A % 2% D D 12 10, 10, LEGEND TREE PLANTING P 1 1 10 :' CID LEGENDAND DETAIRS CANTING M l 13 5 °'• 17 ° _ - - O ADJACENT HARDSCAPE EDGE, 1 ,,. .• 18 1 ;,. FINISH GRADE OF PLANTING 12 AREA TO BE 3"BELOW u'e :�.': 19 u:e 5 1 HARDSCAPE EDGE L M 19 3 ROOT BARRIER AS REQUIRED O (SEE NOTES BELOW) 1'-0"DI ® TOPSOIL AND SUBGRADE PER 1'4' SPECIFICATIONS SECTION 1 SECTION 2 2 O5 ADJ CEPNTTGRNCNDCOVEROR PLANSHRUB 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 TENSION BANDS(TYP.) HEADER CENTERED BETWEEN EVERY TWO POSTS.PROVIDE RADIUS AT COLOR OF MESH VINYL COATING,TYP. LOCATIONS. O3 2. WHERE POSSIBLE INSTALL 10' TOP EDGES,TYP. 2. INSTALL TRUSS ROD(S)AT LOCATIONS (A) RAIL END ASSEMBLY AND SPACING PER MANUFACTURER'S EACH SIDE OF TRUNK 13 CONCRETE FOOTINGS:T-6"DEEP RECOMMENDATIONS. MEASURED PARALLEL TO O TRUSS TENSIONER CORNERS AND END POSTS:1'-4"DIA.INTERMEDIATE POSTS:1'-0"DIA. 3. CUT ENDS OF FENCE MATERIALS AND 4 1 3. INSSTALLTALL PARALLEL TO WALKS& H X 24"DEEP. © TENSION ROD STRETCHER BAR 14 LINE POST CAP MESH EXPOSED TO ELEMENTS SHALL BE A PAINTED TO MATCH COLOR OF VINYL 2 2 CURBS. O COATING,TYP. 4. DO NOT ENCIRCLE TREE IF FINISH GRADE/FINISH SURFACE 15 2Y2'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 INSTALLATION. TRUCTIONS FOR COATED 5' 5' INS O 1 3/4"DIAMETER MIDDLE RAIL 17 EXISTING SIDEWALK 9 0 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 NSHAVEBEENREVIEWEDFORCOMPLIANCEWITHTHE PREPARED BY: SEAL MARK REVISIONS APPR. DATE GREEN STREETS PROJECT TH CITY OF LAKE ELSINORE SHEET 51 APPROPRIA DITIONS OF DEVELOPMENT AND/OR CITY A ATE LAWS �pNDSCgpE FOR AND HAVE BEEN FO CEPTABLE SPRING STREET - —� 74 10/16/2020 a. 2 SCALE: NO SCALE BENCHMARK: LANDSCAPE PLANTING OF SHEETS E p 9 30 21 * REMON HAB�B E No.83156 DATE DATE p DETAILS FILE No. CI�TYy�pIG(FjEER 'rF a oP�' 019-051 C OF LAKE ELSINORE DATE: 10/16/2020 ,25U SYMBOL LIST �32.25-------- HINGED HOOD 7771� GROUND MOUNTED PEDESTAL,TYPE AS NOTED. DEMAND RESET COVER ] IIMOVABUE PgDLOCKABLE. � SODKETCOVEft ER ANDSEg1ABLE 0- LIGHT FIXTURE AND CONCRETE BASE. ,',_�'IE FUTURE POLE MOUNTED STREET LIGHT. WIND_ SOCKET u o MsoENErFE Y IT LB.ft B W,BENuBLECOVER CONDUIT RUN BELOW GRADE. METER sscrlory r SEALABLE P.DLOCK HASP uUTIL11 G Lucs E — EXISTING UNDERGROUND CONDUIT. MAIN BREAKER wwoow 48.00 10 REMOVABLE ❑ CONCRETE PULLBOX FLUSH WITH GRADE. LATCH UTILITY ACCESS PLATE LOAD CENTER COVER WACCES CK 12 CIRCUIT 20. o 0 DETAIL CALLOUT-SEE DETAIL"1"SHEET XX. _ Lj F XX NEUTRALBAR III W N III � O 310 LIGHTING FIXTURE CALLOUT"1"INDICATES TYPE CUSTOMER SECTION NUMBER PER FIXTURE SCHEDULE."310"INDICATES O TOTAL FIXTURE WATTAGE. 1 HADL l — PLAN NOTE CALLOUT.REFER TO CORRESPONDING 32,00 NOTE ON DRAWING WHERE CALLOUT OCCURS. CUSTOMER EQUIPMENT AREA 2P 00 X 32.00 X 8,25 17.25 iP SINGLE POLE FRONT VIEW FRONT VIEW SIDE VIEW LESS DOOR,DEADFRONT,AND COVER 2P DOUBLE POLE 32:250 1 3P TRIPLE POLE I CIRC.,CKT. CIRCUIT 3.00 C CONDUIT C.O. CONDUIT ONLY. AMP,A AMPERE 17.25 L � 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 SOUTHERNCALD DRIVE, EDISON CO. TREES AND EXISTING UTILITY WILD PRIELI ADRIVE, AND DUCT BANKS WILDOMAR,5 92595 2"CONDUIT STUB-OUT FOR FUTURE MINIMUM CLEARANCE REDD. (969)276-9645 STREET LIGHT FUTURE LIGHT POLE RECOMMENDED 36 PER NEC 110-16,TYPICAL GROUND ROD FRONT AND BACK. 2.VERIFY EXACT LOCATIONS OF IRRIGATION CONTROLLERS LOCATION. RECOMMENDED SERVICE YMIN. ENTRANCE CONDUIT WITH IRRIGATION CONTRACTOR PRIOR TO ROUGH-IN WORK. _ 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 aLP TO AVOID ANY CONFLICT WITH = + _ s" O TREES AND EXISTING UTILITY 3.ALL CONDUIT BELOW GRADE SHALL BE PVC SCHEDULE 40. FIHECURB IN.18"FROM FINISHED SURFACE AND DUCT BANKS LINE 14 3/8" 4.ALL CONDUCTORS SHALL BE COPPER TYPE THHN/THWN. 2^ -- -- 5.ALL CONDUIT ABOVE GRADE SHALL BE GALVANIZED RIGID STEEL. A A Q Q 12"W X 18"L X 18"D BOTTOMLESS CONCRETE PULL BOX - t1.���_ 12"WX18"LX18"D LOAD BOTTOMLESS o 10"RECOMMENDED .Q SIDE CLEARANCE 3"MIN. c STREET CURB CONCRETE PULL BOX —29114" 0 pp PLAN VIEW SIDE VIEW Q W WASHER O � NUT 1/2"13OR 5/8"18BOLTS � O 2"CONDUIT TO ENLARGED BOLTANASHER DETAIL o NEXT PULL BOX ER 2"CONDUIT FROM .3 FROM PREVIOUS PULL BOX O I" IS PLAN VIEW SECTION A—A AHOR BOLTS Z - UIRED TE COMPRESSIVE STRENGTH NTSC NT$C PSI IN 28 DAYS o EGATE. ALTERNATE L BOLT INSTALLATION p 4 N OR 5/82-18 BOLTSS Q d i!4 REBAR @4"O.C. a a a Q ELECTRICAL BID ALTERNATE #4REPAIR @6"Q.D. a d d a d r N O FRONT VIEW N O N FUTURE LIGHTING TRENCH , CONDUIT AND PULL BOX DETAILS NTS SCALE: 2 SERVICE PEDESTAL DETAIL NTS SCALE: E1A � 5i p TH�HAEVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT s MARK REVISIONS APPR. DATE APEVIEWE LOPMENT AND/OR CIITHTCITY OF LAKE ELSINORE SHEET 52 OACCEPTABLE FOR FBA Engineering P S SPRING STREET 74 ER Co O,N,U Elect 1 Engineers �12F ELECTRICAL DETAILS of d FBA 10/16/2020 150PauI.nPo M,e Sane A120 * 09-30-22 * SCALE. BENCHMARK: SHEETS C Costa Mesa,CA P-M 'm saAR 2.sss5"s4BB52AMS7INx) P W REM HABIB,R o.83156 DATE DATE roaeae..eem J) TR1 �Q NONE FILE No. (CITY ENG FBAl Number 1181 001 9rF�CALVE 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 0- LIGHT FIXTURE AND CONCRETE BASE. POLE MOUNTED TRANSFORMER TRANSFORMER FUTURE POLE MOUNTED STREET LIGHT. CONDUIT RUN BELOW GRADE. " " J —E — EXISTING UNDERGROUND CONDUIT. • 3"C.WITH SCE CO. SERVICE PEDESTAL"PDS-3 3"C.WITH SCE CO. SERVICE CONDUCTORS SERVICE 1-PHASE,3W SERVICE CONDUCTORS SERVICE PEDESTAL ❑ CONCRETE PULLBOX FLUSH WITH GRADE. 100AMP 120/240V,1-PHASE,3W PHOTOCELL 100AMP DETAIL CALLOUT-SEE DETAIL"1"SHEET XX. M SCE METER � \ 1 LIGHTING FIXTURE CALLOUT"V INDICATES TYPE PHOTOCELL 100A J MAIN 310 NUMBER PER FIXTURE SCHEDULE."310"INDICATES M M SCE METER FOR FUTURE 2P TOTAL FIXTURE WATTAGE. STREET LIGHTING C PC /1 1 PLAN NOTE CALLOUT.REFER TO CORRESPONDING 20A 1 BOA \ MAIN 20A-1P OB NOTE ON DRAWING WHERE CALLOUT OCCURS. 2P J 2P / 20 AMP MULTI-POLE 20A-lP 0B n CONTACTOR iP SINGLE POLE 20A-1 P OA 20A-lP 0A C PC /1 2P DOUBLE POLE �\ 20A 1P SPARE o 20A iP 0g 20 AMP MULTI-POLE 3P TRIPLE POLE 2OA-lP OB 20A-lP OB n CONTACTOR CIRC.,CKT. CIRCUIT SPARE 20A-1P0A PDS1-22"C.O. HIPDS4-1(2"C.O.) DSi-12"C.O. n I SPARE UK PDS2-2(2"C.O.) P 22- C.� C CONDUIT 20A-1P 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 "C.O.)PD33-2(2 •i�1• ,X�1- J-BOX JUNCTION 80X FUTURE STREET LIGHTS " KVA KILOVOLT AMPERES IRRIGATION CONTROLLER FUTURE STREET LIGHTS PH.or PHASE 100 WATTS PEDESTAL#3 SINGLE LINE DIAGRAM NTS LE 3 PEDESTALS#1,#2,AND#4,SINGLE LINE DIAGRAM I SCALE 1 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)276-9545 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 EL SINORE SPRING STREET PROJECT 120124OV,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 EACH LIGHTPOLE CONTROLLER CONTROLLER PEDESTAL 3 1 17 150 0 100 2550 20A \ 100A MAIN 1 MAIN 7 2 12 150 0 100 1800 2P J 2P J 0 � 3 13 150 1 100 2050 Pc a n 50 0 100 2550 /� /� mI 5 20 150 D 1. 3000 20A-lP OA 20A-lP 0B 20 AMP MULTI-POLE w 6 0 1 150 1 1 1 100 1 100 0 20A-lP OB n CONTACTOR 0 20A-lPOB 20A-1POA w /1 20A-1P 0B o 75 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 a IRRIGATION IF BID ALTERNATE WILL BE CONTROLLER FUTURE STREET LIGHTS o 100 WATTS a ACCEPTED,REFER TO DETAIL "Y FOR PEDESTAL#3 51 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 5i p THE NS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT s MARK REVISIONS APPR. DATE APPROPRIA DITIONSOFDEVELOPMENTAND/OR CITY TATE CITY OF LAKE ELSINORE SHEET 53 o- LAWS AND HAVE BE UND ACCEPTABLE FBA Engineering P S FOR SPRING STREET 74 C Co—lo Eled 1 Engineers 0312 OF d FBA 10/16/2020 150Pamanson.eaeeS A120 *N 09-30-22 * SCALE. BENCHMARK: SINGLE LINE DIAGRAMS SHEETS C Costa Mesa,CA 92 'm Baaesz.BBes.BaBaszlBs�11ax1 P w REMON HABIB, H o.83156 E DATE roaeae..eea, J) TRI �Q NONE FILE No. (CITY ENG FBAJob Number 1181001 9jf�CALVE coCI LAKE ELSINORE DATE: 10/16/2020 019-051 T RILEY STREET RILEY ST of G) D a; _ D ?% mIT jll I -E c " 3 I 0 0 ro w 0 CID w E3 E4 ES - E6 E7 E6 E9 o 0 rn 3 m O d Z 0 a d 0 a OVERALL SITE ELECTRICAL PLAN 0 1 0 50' 100' 200' O N SCALE: 1"=1 d0'-0" SCALE:1 100'-0^ NORTH E2A 0 ti p T LANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT s MARK REVISIONS APPR. DATE APPROPR ONDITIONSOFDEVELOPMENTAND/OR CITY AN TE CITY OF LAKE ELSINORE SHEET 54 o_ LAWS AND HAVE FOUND ACCEPTABLE FBA Engineeringt FOR SPRING STREET 74 C Conwl4ng Elect 1 Engineers OVERALL SITE OF d FBA 1 0/1 612 0 2 0 iso vaman^o Aveoae sane Aizo SCALE: 0 50' 100' BENCH MARK: SHEETS 9°ees2.9995.9°s�2,es"�" ELECTRICAL PLANw REMON HABIB,RC . 3156 ATE DATE ro 1"=100' FILE No. CI ENGIN FBAJobNumber 1181001 LLCITY KE ELSINORE DATE: 10/16/2020 019-051 OE ST I I r_ 7 m I I 0 m -- - - - - - - — LANGSTAFFI ST/ I (� I / . Etb 1 O E75 I r77 I 2 I I D m RILEY ST RILEI I I ^^ E73 UJ I I I I kX D — - - j' m - I I W s --- rn I I I I 1 I Y. a c I I I I �I m N W p 5 tip E10 E11 E12 rn 3 m O d Z 0 a d 0 a - OVERALL SITE ELECTRICAL PLAN 0 50' 100' 200' N SCALE: 1"=1 d0'-0" O SCALE:1 100'-0^ NORTH E21B 0 ti p TH A NIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT s MARK REVISIONS APPR. DATE APPROPFDEVELOPM ENT AND/ORCITYA ATE CITY OF LAKE ELSINORE SHEET 55 o_ LAWS ANACCEPTABLE FBA Engineering P S FOR SPRING STREET10372 74 C Conwl4ng Eledncel Engineers FBA 10/16/2020 150P n1ea,cneiesS 120 tN 193-22 SCALE: 0 50' 100' BENCHMARK: OVERALL SITE OF SHEETS 90B85299as•°s�'85'Iro1 P ELECTRICAL PLAN w REMON HABIB,R .83156 TE DATE roee"g,,eem J) TR1 �Q 1"=100' FILE No. DITY ENGI FBPJobNumber 1181001 9rF�CALVE LLCI KE ELSINORE DATE: 10/16/2020 019-051 m D r m I I Ego SCRIVEN R ST I I I I D ° p D m rrI 1, I LOW ILL ST r ° r � r 1 L / E18 � rB U o Ei7 I I o_ o 0 o` z o a o a - OVERALL SITE ELECTRICAL PLAN 0 50' 100' 200' N SCALE: 1"=1 d0'-0" O SCALE:1 100'-0^ NORTH E2C 0 ti p TH AN HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT s MARK REVISIONS APPR. DATE APPROPRIA NDITIONSOFDEVELOPMENTANDD RCITYA ATE CITY OF LAKE ELSINORE SHEET 56 o_ LAWS ANDHAVEB OUNDACCEPTABLE FBA Engineering P S FOR SPRING STREET 74 C C°nwl4ng Eledncel Engineers 10372 F OF d FBA 10/16/2020 150Pau1-AveoaeS A120 *N 09-30-22 * SCALE: 0 50' 100' BENCHMARK: OVERALL SITE SHEETS C C°ata Mesa,CA 92828 'm 9aaesz.999s.9as aszlas�Ihx) P w REMON HABIB,RC .83156 TE DATE roaeae..e°m Jj TRH �Q +°=+oo ELECTRICAL PLAN FILE No. DITY ENGI FBA Job Number 1181001 9rF�CALVE LLCITY KE ELSINORE DATE: 10/16/2020 019-051 w w w J w U co w ' co in UTILITY POLE WITH HIGH VOLTAGE CONDUCTORS(TYP.) 2 (TYP.) \ PDSi-1 PDS1-1 PDS1-1 EfA PDS1-1 PDS1-1 PDs1-1 � \ P _ _ _ _ _ PD51-1 DSi-1 • 7. .�- q • •� • • >• • `� .s:i ::1:: :•'r:.;.�.;.. .:�i:•::: i::•'•' •.-;.ir. �14 :4:L:•':d:�.. •r:i .!e- >.:- .•.ri:•:: W \ \w \ W \ W \ W W W W W GG d G4 >'� G W W W W G W G W s s s SPRING STRF_FT 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 m n x N ti m '3o y � 0 3 ao �I C1 W O O_ o ' o 3 m 3 m O d Z ELECTRICAL BID ALTERNATE a o Ia SPRING STREET ELECTRICAL PLAN #1 0 10' 20' 40' SCALE: 1"=20'-0" O SCALE:1"=20'-0^ NORTH E3 0 ti p TH�HAVETIOWED FOR COMPLIANCE WICTyTH THE PREPARED BY: SEAL GREEN STREETS PROJECTMARK REVISIONS APPR. DATE APWE OF FORC MPLIAN EWIT CITY TATECITY OF LAKE ELSINORE SHEET 57 LACCEPTABLE FBA Engineering P s FOR SPRING STREET 74 C Conwl4ng Eledncel Engineers 0 12 F OF d FBA 10/16/2020 150Pem1—A. -Sere A120 *N 09-30-22 * SCALE: 0 10' 20' BENCHMARK: SPRING STREET SHEETS C Caste Mesa,CA 9— 'm BaaeSz.BBes.BaBaszlBS�Ihx) P W REMON HABIB, 0.83156 DATE meeee..aam J/ iR� �Q ,°=2D' ELECTRICAL PLAN #1 FILE No. (CITY ENG FBA—Number 1181 001 9rFCF 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". OPROVIDE 3"CONDUIT FOR SECONDARY FEEDER CONDUIT OF ELECTRICAL PEDESTAL. LCD Lu I W W \ Z � PDS1-2 V�. 1 W Lu W ® I U co W z W Q 1 LLJ W =CIO � `o w Q \ cn J PDS2-2 1 SERVICE PEDESTAL#1-"PDS1" E1A (TYP.) E1A za SERVICE PEDESTAL#2-"PDS2" E1A 2 ¢ N PDS1-1 PDSi-1 PDSi-1 PDSi-1 1 3 PDS2-2 2 PDS2-2 0 2 PDS2-2 y e W G w C w G W G __ W PDS1 2 W 0 W W W s S s S SPRING STREET S S �SPRJIN S s s s w w W w w Us s s s s s s s s a s s- 8 SIN V ,r'�� SD � t C RB Z m _ 3 - - PDS2-1 ,. FDS2-1 o I4 ' D PDS2-1 PDS1-2 m 6, • � 1 0 Z vl m PDS2-1 w a o 1 o c ' PDS1- • •� - 3 m O �,a d • O ELECTRICAL BID ALTERNATE a a -- SPRING STREET ELECTRICAL PLAN #2 0 10' 20' 40' o SCALE: 1"=20'-0" N SCALE:1"=20'-0a NORTH E4 0 5i p �A-pw�PR0p,'AN-- vN-D'T.,(.).NRIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT pMARK REVISIONS APPR. DATE DEVELOPMENTAND/ORCITYA ATECITY OF LAKE ELSINORE SHEET 5$ACCEPTABLE FBA Engineering P S FOR SPRING STREET 74 C Conwl4ng Elect 1 Engineers 10372 SPRING STREET of d FBA 10/16/2020 lso vaman"o Aveoae sane Alzo *N 09-30-12 * SCALE: D 10' 20' BENCHMARK: SHEETS C Coata Mesa,CA 92828 'm 9aaesz.999s.9aBaszlBB�Ihx) P w REMON HABIB,R .83156 TE DATE roaeae..eem Jl iR� �Q 1°=20' ELECTRICAL PLAN#2 FILE No. DITY ENGI FBA—N—ber 1181001 9rFCF CALVE 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 i'C:2#8,1#10 GRID.FOR POWER TO IRRIGATION CONTROLLER. • W W ' W W W z z W W J J W U) U U U) ` 1 ¢ QI w i co uD PDS3-2 1 � 1 I ' I • I 2 E1A SERVICE(TYP.) PEDESTAL#3-"PDS3" E1A PDS3-2 PDS2-2 PDS2-2 PDS3-2 PDS3-2 PDS3-2 PDS3-2 E SCE POLE 564462E p 1 1 2 -F — — — — — — — — — — — G i 3 W W W W W IRRIGATION CONTROLLER W W W W STREET SPRING STREET PEDESTAL — — — — S 5 S y S S S S PDS3-1 S S S S W W W W W x W W W W G T -T ' • � �r / A 1 PDS3-1 PDS3-1 PDS2-1 �� " PD83-1 PDS3-1 \ I 3 PDS3-1 a� 0 o_ o� �Iw • 3 0 o_ w PDS3-1 o 10 1 �1 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 a ' OF WORKS ARE BID ALTERNATE • ' SPRING STREET ELECTRICAL PLAN #3 0 10' 20' 40' SCALE: 1"=20'-0" Q N SCALE:1"=20'-0a NORTH E5 0 ti p fA-pw-p—sRt-pm,,—Ts�HAvEBEEN REVIEWED FOR COMPLIANCE WIT CITYH THE PREPARED BY: SEAL GREEN STREETS PROJECTMARK REVISIONS APPR. DATE EVIEWEDEV FORC MPLIAN EWIT STATECITY OF LAKE ELSINORE SHEET 59 S ANDHCCEPTABLE FBA Engineering P S FOR c �nwlon9 SPRING STREET B�^�IBn9aears 1032E SPRING STREET OF �4 d FBA 10/16/2020 150Pam1—Av -Sane A120 *N 09-30-22 * SCALE: 0 10' 20' BENCH MARK: SHEETS C Casta Mesa,CA 92828 'm 9aaesz.999s.9aBaszlBs�Ihx) P w REMON HABIB, o.83156 DATE maea9..aan, Jl iR\ �Q ,°=20' ELECTRICAL PLAN #3 FILE No. DITY EN R FBA—Number 1181001 9rFCF CAL\E LLC FLAKE ELSINORE DATE: 10/16/2020 019-051 PLAN NOTES DPROVIDE 17"X 30"X 24"D.CONCRETE PULL BOX WITH BOLT-DOWN TRAFFIC COVER. w� ENGRAVED:"POWER". Lu W 1 Lu z 1 w w O Lu PROVIDE 3"CONDUIT FOR SECONDARY FEEDER CONDUIT OF ELECTRICAL PEDESTAL. J � L J w Ji W Q Q ui c PDS41 (n I II 1 L I\ 1 I I 1 1 • Q PDS4-1 1 SERVICE PEDESTAL#4-"PDS4" E1A r P 41 PDS4-1 PDS4-1 PDS4-1 PDS4-1 PDS4-1 PDS4-1. 1 � 1 W G �4-GAS G G G G TrP 4"GAS G G G dffi WS(:F PDI F#15fidd6AF W W W W W W W W W 6"WATER 6 WATER SPRINIG STREET 2"WATER - w 7 W W , S S" W S W W S sB DR14 C900 PV ATER S S PD34-2 PD84-2 2 PDS4-2 PDS4-2 PDS4-2 PDS4-2 E A (TYR) Y D 3 0 0 ao �I PDS4-2 ao w 1 3 a• 1 0 0 � I 0 •I" m 3 y■ ■ 3 1 O d Z •, o ELECTRICAL BID ALTERNATE a d 0 a SPRING STREET ELECTRICAL PLAN #4 0 10' 20' 40' SCALE: 1"=20'-0" N SCALE:1"=20'-0a NORTH E6 0 ti p THES S HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT s MARK REVISIONS APPR. DATE APPROPRIAT DITIONSOFDEVELOPMENTAND/OR CITY TATE CITY OF LAKE ELSINORE SHEET 6� o_ LAWSANDHAVEBE NDACCEPTABLE FBA Engineering P S FOR SPRING STREET 74 C Conwl4ng Elect 1 Engineers 10312 F OF d FBA 10/16/2020 15o vaman"o Aveoae sane Alzo N 09-30-22 SCALE: D 10' 20' BENCHMARK: SPRING STREET SHEETS C Casta Mesa,CA 92828 'm 94B 85z.999s"gas 85z185]Ihx) Q, w REMON HABIB, 0.83156 DATE roaeae..�om Jl TRH �Q 1°=20' ELECTRICAL PLAN#4 FILE No. (CITY EN R FB—Number 1181001 9rFCr 6ALTE 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. c0 / 00 Ji Ji W W W LLJ Z_ Z W W J J W ILLJ w I Q — 1Ji • � 333 0 PDS5-2 SERVICE PEDESTAL#5-"PDS5" E1A 3 ��33 o E1A� (TYR.) S 2 PDS5- PDS5-2 \ PDS5-2 PDS5-1 PDS5-1 \ �PDSS-3 S 3 PDS5, � I PDS5-3 I I � a 77 —7 S e S S S S' S • • 1 fl • • 4„ DS12 G G G W 6°WATER W ItlaceroLEa 33 S W S ^^ W s s s SPRI G STREET B"DR14 C900 PVC WATER �VV w 2"WA R S s S 24"SEWER S PDS5-1 S S S S 24"SEWER S P P P P cs— o I PDS5-1 PDS5-1 im I � PDS5-1 l I • 1 r 1 <L X 3 0 0 � PDS5-1 I • 33 �I n w 0 0 o O • y Z 1 1 d y o i ELECTRICAL BID ALTERNATE a • SPRING STREET ELECTRICAL PLAN #5 0 10' 20' 40' 1 SCALE: 1"=20'-0" SCALE:1"=20'-0a NORTH E7 0 ti p ��ENVIEWED FOR COPMEOMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECTMARK REVISIONS APPR. DATE VIEWEDEV FORC MPLIAN EWITH ATECITY OF LAKE ELSINORE SHEET 61 CITY ACCEPTABLE FBA Engineering P S FOR SPRING STREET 74 C Conwl4ng Elect 1 Engineers 10372 F OF d FBA 10/16/2020 15ovam—Aveoaesane A120 *N 09-30-22 * SCALE: 0 10' 20' BENCHMARK: SPRING STREET SHEETS C Casta Mesa,CA 92828 'm w ae ae..eem 951B Ihx) 0'REMON HABIB,RC F13156 DATE TRH 1 =2 ELECTRICAL PLAN#5 FILE No. (CITY ENGI FBA—Number 1181001 9rF�CAL\E LLCITY KE ELSINORE DATE: 10/16/2020 019-051 w W W w W J J W co U U U) � N � (TYP.) EZA UTILITY POLE WITH HIGH VOLTAGE cg ' CONDUCTORS(TYR) > PDS5-2 PDS5-2 � PDS5-2 PDS5-2 PDS5-3 PDSSa PDS5-3 PDS5-3 PDS5-3 PDS5-3 POS53 w 3 5 S S S S $ W W W W W 8"DRia C900 PVC WATER W WSPRING STREET W W P 3 S 5 5 S S S 5 S 2¢"SEWER S �P P P P P P P P P F ti 1 � 1 f 3Z O i N VY 1 �I p o N 1 w 1 o 0 rn 3 m O d Z ELECTRICAL BID ALTERNATE a d 0 a SPRING STREET ELECTRICAL PLAN #6 0 10' 20' 40' SCALE: 1"=20'-0" O SCALE:1"=20'-0"0 NORTH E$ ai p THES NS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT s MARK REVISIONS APPR. DATE APFIR PRIAT DITIONSOFDEVELOPMENTAND/ORCITYA ATE CITY OF LAKE ELSINORE SHEET 62 o_ LAWS AND HAVE BE UNDACCEPTABLE FBA Engineering P $ FOR c �nwlon9 SPRING STREET E�^�IEn9aee5 74 ° ZF SPRING STREET OF SHEETS d FBA 10/16/2020 lso vaman�o Aveoae sane Alzo *N 09-30-22 * SCALE: 0 10' 20' BENCHMARK: SHEETS C Coata Mesa,CA 92828 'm 94B 85z.999s.9as 85z1a8]Ihx) Q, w REMON HABIB,R .83156 E DATE roaeae..eem J/ iR� �Q ,°=20' ELECTRICAL PLAN #6 FILE No. CITY ENG FBA Job Number 1181001 9rFCr CALVE LLCI KE ELSINORE DATE: 10/16/2020 019-051 00 w w w w J 2 2 c U w Q � ' ® s. S 6"SEWER SPRING STREET O �M -P a W e • • • I'• I b 1 3 0 0 ao W O O_ o NO ELECTRICAL WORK ON THIS SHEET- 3 FOR REFERENCE ONLY 0 d Z 0 a d 0 a SPRING STREET ELECTRICAL PLAN #7 0 10' 20' 40' SCALE: 1"=20'-0" O SCALE:V=20'-0"0 NORTH E9 ti p THE �BEE EWED FOR COMPLIANCE�THEPREPARED BY: SEAL GREEN STREETS PROJECTMARK REVISIONS APPR. DATE APPRODEVELOPMENTA /OR CITY OF LAKE ELSINORE SHEET 63 o_ LAWS CCEPTABLE FBA Engineering P S FOR SPRING STREET 74 C Conwl4ng Elect 1 Engineers 0312 OF d FBA 1 0/1 612 0 2 0 lso vaman�o Aveoee sere Alzo *N 09-30-22 * SCALE: 0 10' 20' BENCHMARK: SPRING STREET SHEETS C Casta Mesa,CA 92828 'm 9aaesz.999s.9as aszlas�Ihx) P W REMON HABIB,R o.83156 TE DATE roaea9rcem `rl iR\ �Q 1°=20' ELECTRICAL PLAN#7 FILE No. DITY ENGI FBA Job Number 1181001 9rF�CALVE LLCI LAKE ELSINORE DATE: 10/16/2020 019-051 LII w z J W U � LLI ' � / i i1 i i i a, SPRING STREET a, p 4X I p W 1 1 m m m 3 a 0 w �I 0 w 0 o_ w o NO ELECTRICAL WORK ON THIS SHEET- 3 FOR REFERENCE ONLY 0 d o a d 0 a SPRING STREET ELECTRICAL PLAN #8 0 10' 20' 40' SCALE: 1"=20'-0" O SCALE:1"=2o'-Ca NORTH E10 0 ti p TPENHAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT s MARK REVISIONS APPR. DATE A DITIONSOFEVELOPMENTACITY OF LAKE ELSINORE SHEET 64 LE BE UNDACCEPTABLE FBA Engineering P S FOR SPRING STREET 74 C Conwl4ng Elect 1 Engineers 10372 F OF d FBA 10/16/2020 150Paulatl�OAv -Sane A120 *N 09-30-22 * SCALE: 0 10' 20' BENCHMARK: SPRING STREET SHEETS C Casta Mesa,CA 92828 'm 94B 8sz.999s•9as 85z1as]Ihx) Q, w REMON HABIB,RC .83156 E DATE roaeae..aam J/ iR\ �Q 1°=20' ELECTRICAL PLAN#8 FILE No. CITY ENG FBA Job Number 1181001 9rF�CALVE LLCITY KE ELSINORE DATE: 10/16/2020 019-051 O N W W W W ~ Z Z W W J J W LU 2 2 2 = co U U co LU Li ED < < W u� --77 SPRING STREET 1 _ I I ® I ® O • e 3 • I • • • • � " P • • O r 1 3 I m 0 D m z v a 1 I 0 w �I W_ 0 0 ro ° 1 I NO ELECTRICAL WORK ON THIS SHEET- .3 FOR REFERENCE ONLY 0 d Z 1 I a d 0 a M SPRING STREET ELECTRICAL PLAN #9 0 10' 20' 40' SCALE: 1"=20'-0" O SCALE:1"=2o'-oa NORTH E11 0 ti p THIES NS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT s MARK REVISIONS APPR. DATE APPROPRIAT DIEENSOFDEVELOPMENTAN'ANC CITY ATE CITY OF LAKE ELSINORE SHEET 65 o_ LAWS ANDHAVEBE UNDACCEPTABLE FBA Engineering P S FOR c �nwlon9 SPRING STREET E�^�IEn9aee5 74 10372� SPRING STREET OF SHEETS d FBA 10/16/2020 lso vaman�o Aveoae sane Alzo *N 09-30-12 * SCALE: 0 10' 20' BENCHMARK: SHEETS C Coata Mesa,CA 92828 'm 9aaesz.999s.9as aszlas�Ihx) P w REMON HABIB,R �I o.83156 E DATE roaeae..eem J/ iR\ 1°=20' ELECTRICAL PLAN #9 FILE No. DITY ENGI FBA Job Number 1181001 9rFCF SAL\E LLCI LAKE ELSINORE DATE: 1.11.12.20 019-051 M W W W Z J W 2 2 U co w ' Q ' co c O Po T T \ T T T SPRING STREET 8"SEWER Po aga W W W h0 S S 24 SEWER 1 1 1n c r v m m fn m m m a ' 0 w �I N W O O_ O ' NO ELECTRICAL WORK ON THIS SHEET- 3 FOR REFERENCE ONLY 0 d Z o � � a d 0 a M SPRING STREET ELECTRICAL PLAN #10 0 10' 20' 40' SCALE: 1"=20'-0" O SCALE:V=20'-0" NORTH E12 0 ti p THES SHAVE BEEN REVIEWED FOR COMPLIANCE W�THEPREPARED BY: SEAL GREEN STREETS PROJECTMARK REVISIONS APPR. DATE APPROPRIATE ITIONSOFDE,ELOPMENTAND/OR CI CITY OF LAKE ELSINORE SHEET 66 o_ LAWS AND HAVE BEE ND ACCEPTABLE FBA Engineering P S FOR SPRING STREET 74 C Conwl4ng Elect 1 Engineers 10312 F OF d FBA 10/16/2020 15ovam—A.eaaesane 120 *N 09-30-22 * SCALE: 0 10' 20' BENCHMARK: SPRING STREET SHEETS C Casta Mesa,CA 92- 'm 9aaesz.999s.9as aszlas�Ihx) P W REMON HABI�3�156 ��� DATE roaeae..eem J/ iR� �Q 1°=20' ELECTRICAL PLAN#10 FILE No. CITY EN FBAJob Number 1181001 9 �CLLC F LAK DATE: 10/16/2020 019-051 SEE SHEET E14 PLAN NOTES MATCH LINE O EPROV DE ID NGRAVED:""POWER24 D.CONCRETE PULL BOX WITH BOLT-DOWN TRAFFIC COVER. OPROVIDE 3"CONDUIT FOR SECONDARY FEEDER CONDUIT OF ELECTRICAL PEDESTAL. OPROVIDE i"C:2#8,1#10 GRID.FOR POWER TO IRRIGATION CONTROLLER. • • x m • D O • S' m z c m 1 RILEY STREET 1 (E)SCE POLE#4896557E 2 2 1 2 ❑ P SERVICEPEDESTAL#6-"PDS6" 3 PDS6-1 ION CONTROLLER PEDESTAL a - � O o N o_ 0 rn P z o MATCH LINE 0 SEE SHEET E4 M SPRING STREET ELECTRICAL PLAN #11 0 10' 20' 40' 1 SCALE: 1"=20'-0" SCALE:1"=2o'-oa NORTH E13 0 ti p rAPPROPRIA ANS HAVE BEEN REVIEWED FOR COMPLIANCE WICTYTH THE PREPARED BY: SEAL GREEN STREETS PROJECT s MARK REVISIONS APPR. DATE ANDITIENSEVIEWE OF FORC MPLIAN EWIT CITY TATECITY OF LAKE ELSINORE SHEET 67 S AND HAVE OUNDACCEPTABLE FBA Engineeringt FOR SPRING STREET 74 C Conwl4ng Elect 1 Engineers OF d FBA 10/16/2020 lso vaman"o Aveoae sane Alzo SCALE: D 10' 20' BENCHMARK: SPRING STREET SHEETS M94B88z.999s"9aB85z1BB]Ihx)w REMON HABIB, 0.83156 TE DATE maea9..eem ,°=20' ELECTRICAL PLAN #11 FILE No. (CITY ENG FBA—N—ber 1181001 LLCI LAKE ELSINORE DATE: 10/16/2020 019-051 w w L z_ w w J 2 = N U Lj 1 Q u) a a. ' LANGSTAFF STREET O 1 i / � I F 1 m • • D 1 � G m z c m • 3 1 a r o • i �I v IL 0 0 • ro m® 0 1 • 10 NO ELECTRICAL WORK ON THIS SHEET- l` FOR REFERENCE ONLY z / 1 MATCH LINE o SEE SHEET E13 a M SPRING STREET ELECTRICAL PLAN #12 0 10' 20' 40' SCALE: 1"=20'-0" O SCALE:V=20'-0" NORTH E14 0 ti p THES �BEUND WED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT p s MARK REVISIONS APPR. DATE APPRODEVELOPMENTAL'ANC CITY TATE CITY OF LAKE ELSINORE SHEET 6$ o_ LAWS ACCEPTABLE FBA Engineering P S FOR SPRING STREET 74 C Conwl4ng Eledncel Engineers ti 0 12 OF d FBA 10/16/2020 150Pemenson.eseeS-120 N 09-30-22 SCALE: 0 10' 20' BENCHMARK: SPRING STREET SHEETS C Caste Mesa,CA 9- 'm eaaesz.e9es.eas aszlas�Ihx) P w REMON HABIB, Ho.83156 E DATE roeeeyraam `rl ,°=20' ELECTRICAL PLAN #12 FILE No. (;ITY ENG FBP Job Number 1181001 9rF�CALVE LLCI LAKE ELSINORE DATE: 10/16/2020 019-051 SEE SHEET E16 MATCH LINE / z �— / � w J w C) _ _ m � D Q w 9 : ' cwn D G m z c � = m � / } `. •` • • • • • a • • e LANGSTAFF STREET a, 1 I , 3 a 0 w �I N O 1 O_ o o NO ELECTRICAL WORK ON THIS SHEET- FOR REFERENCE ONLY o , d Z 0 a d 0 a M SPRING STREET ELECTRICAL PLAN #13 0 10' 20' 40' SCALE: 1"=20'-0" O SCALE:V=20'-0" NORTH E15 0 ti p THES�BE INSWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT s MARK REVISIONS APPR. DATE APPRDEVELOPMENTAND/OR CITY ATE CITY OF LAKE ELSINORE SHEET 69 o- LAWSCCEPTABLE FBA Engineering P S FOR SPRING STREET 74 C Conwl4ng Eledncel Engineers 0 12 F OF d FBA 10/16/2020 150Pe 1—n. -S-120 �N 09-30-22 SCALE: 0 10' 20' BENCHMARK: SPRING STREET SHEETS C Caste Mesa,--2 'm 94B 8sz.99es.eas 85z1as]Ihx) Q. w REMON HABIB,R EI o.83156 E DATE meeeyraam `rl iR� �Q ,°=20' ELECTRICAL PLAN #13 FILE No. CITY ENG FBP Job Number 1181001 9rFCF CASE LLCI LAKE ELSINORE DATE: 10/16/2020 019-051 SEE SHEET E17 MATCH LINE POE STREET O D 2 D m • z m • 3 a o • w �I IL • 0 o_ w • 0 NO ELECTRICAL WORK ON THIS SHEET- • FOR REFERENCE ONLY 0 Z , � o a MATCH LINE o SEE SHEET E15 M N 1 ,SPRING STREET ELECTRICAL PLAN #14 2°' 40' a SCALE: 1"=20'-0" SCALE:V=20'-0" NORTH E 16 d p THES S HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT s MARK REVISIONS APPR. DATE APPROPRIAT DITIONS OF DEVELOPMENT AND/OR CITY TATE CITY OF LAKE ELSINORE SHEET 70 o_ LAWS AND HAVE BE UNDACCEPTABLE FBA Engineering P S FOR SPRING STREET 74 C Conwl4ng Elect 1 Engineers 10372 F OF d FBA 10/16/2020 lso vaman�o Aveoae sane Alzo N 09-30-22 SCALE: ° BENCHMARK: SPRING STREET SHEETS C Casta Mesa,CA 92828 'm 9aaesz.999s.9as aszlas�Ihx) P w REMON HABIB,jCEI o.83156 DATE roee„y,,eem Jl TRH �P 1°=20' ELECTRICAL PLAN #14 FILE No. (CITY EN R FBA Job Number 1181001 9rFCF CALVE LLCI LAKE ELSINORE DATE: 10/16/2020 019-051 SEE SHEET E18 MATCH LINE I LINDSAY STREET b a. G) V D • 3 D m i z / c m m 3 _ oY w • • r w o . 0 10 NO ELECTRICAL WORK ON THIS SHEET- 3 FOR REFERENCE ONLY o MATCH LINE o SEE SHEET E16 M N 1 SPRING STREET ELECTRICAL PLAN #15 2°' 40 ' SCALE: 1"=20'-0" SCALE:1"=20'-0" NORTH E 17 a d p THES S HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT s MARK REVISIONS APPR. DATE APPROPRIAT ITIONS OF DEVELOPMENT AND/OR CITY STATE CITY OF LAKE ELSINORE SHEET 71 a LAWS AND HAVE BEE ND ACCEPTABLE FBA Engineering P S FOR SPRING STREET 74 C Conwl4ng Eledncel Engineers 0 12 F OF d FBA 10/16/2020 lso vemen�o Avenue serve Alza N 09-30-22 SCALE: 0 10' 20' BENCHMARK: SPRING STREET SHEETS C Caste Mesa,CA 92818 'm w eeeeraan, Q , =20' REMON HABIB, 0.83156 DATE TRH ELECTRICAL PLAN #15 FILE No. (CITY EN R FBA—N—ber 11810o1 9rFCF CALVE LLC LAKE ELSINORE DATE: 10/16/2020 019-051 SEE SHEET E19 MATCH LINE v . / I � I 1 1 r— B. T r � _I • � i O D e D i m c m aga 4 a' KELLOGG STREET m � • 1 1 I O I 1 I 3 � / a � w wi m w o • o_ w • 0 • NO ELECTRICAL WORK ON THIS SHEET- 3 FOR REFERENCE ONLY o • d z 0 a � LINE MATCH / o �. SEE SHEET E17 M N 1 SPRING STREET ELECTRICAL PLAN #16 2°' 40 ' SCALE: 1"=20'-0" SCALE:V=20'-0" NORTH E 18 a d p THES �BEENTIOWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECTTy MARK REVISIONS APPR. DATE THIES RIAWE OF FORC MPLIAN EWIT CITY STATECITY OF LAKE ELSINORE SHEET 72 APPRLAWS AND CCEPTABLE FBA Engineering P S FOR SPRING STREET 74 C Conwl4ng Elect 1 Engineers OF 10312 F d FBA 1 0/1 612 0 2 0 lso vaman�o Aveoae sane Alzo N 09-30-22 SCALE: 0 10 20' BENCHMARK: SPRING STREET SHEETS C Casta Mesa,CA 92828 'm 94"88z.999s•9as 85z165]Ihx) Q• w RE MON HABIB o.83156 DATE roaeae..eem J/ TRH �Q ,°=20' ELECTRICAL PLAN #16 FILE No. CITY EN R FBA Job Number 1181001 9rFCF CALVE LLC FLAKE ELSINORE DATE: 10/16/2020 019-051 SEE SHEET E20 MATCH LINE — I O ' • 1 I 1 I I • I I y — / � I s, 41° 41 LOWELL STREET I 1 s. q �1 — D 2 • < Z m m \ I 3 � a __ o ® . / mom. � w l w • o • / m \ o NO ELECTRICAL WORK ON THIS SHEET- 3 0 FOR REFERENCE ONLY 1 I m o MATCH LINEo O a 1 SEE SHEET E18 N 1 SPRING STREET ELECTRICAL PLAN #17 0 10' 20' 40' O SCALE: 1"=20'-0" SCALE:V=20'-0" NORTH E 19 a d p THIES NS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL GREEN STREETS PROJECT s MARK REVISIONS APPR. DATE APPROPRIAT DITIONS OF DEVELOPMENT AND/OR CITY ATE CITY OF LAKE ELSINORE SHEET 73 o_ LAWS AND HAVE BE UNDACCEPTABLE FBA Engineering P S FOR SPRING STREET 74 C Conwl4ng Elect 1 Engineers 0 12 F OF d FBA 10/16/2020 lso vaman�o Aveoae sane Alzo N 09-30-22 SCALE: 0 10' 20' BENCHMARK: SPRING STREET SHEETS C Casta Mesa,CA 92828 'm 94"88z.999s.9aB85z1BB]Ihx) Q, w REMON HABIB,R E't o.83156 E DATE roaeae..eem J/ TRH �Q ,°=20' ELECTRICAL PLAN #17 FILE No. (;ITY ENG FBAJob Number 11810o1 9rF�CALVE LLCI LAKE ELSINORE DATE: 10/16/2020 019-051 x I SCRIVENER STREET a 4 • • m • m rn a LI o D • N • D � 3 w D o m o m Z m 0 m NO ELECTRICAL WORK ON THIS SHEET- 3 FOR REFERENCE ONLY o d m MATCH LINE ' a \ / o SEE SHEET E19 N 1 SPRING STREET ELECTRICAL PLAN #18 0 10' 20' 40' 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 s MARK REVISIONS APPR. DATE APPROPRIAT ITIONS OF DEVELOPMENT AND/OR CITY TATE CITY OF LAKE ELSINORE SHEET 74 o_ LAWS ANDHAVEBEE ND ACCEPTABLE FBA Engineering P S FOR SPRING STREET 74 C Conwl4ng Elect 1 Engineers 0 12 F OF d FBA 10/16/2020 lso vaman�o Aveoae sane Alzo N 09-30-22 SCALE: 0 10' 20' BENCHMARK: SPRING STREET SHEETS C Casta Mesa,CA 92828 'm 94"88z.999s•9aB85z1BB]Ihx) Q, w REMON HABIB, 0.83156 DATE roaeae..eem Jl TRH �Q ,°=20' ELECTRICAL PLAN #18 FILE No. (CITY EN FBA—N—ber 1181001 9rF�CALVE LLCI LAKE ELSINORE DATE: 10/16/2020 019-051