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Home My WebLink AboutENG-2023-00068 PGP PLAN NO 23-046-23-053 DELTA GRADING NOTES v 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE MUNICIPAL CODE,CHAPTER 15.72 AND ORTEGA BATTERY ENERGY STORAGE SYSTEM �e APPLICABLE STANDARDS AND SPECIFICATIONS AND THE LATEST EDITION OF THE UNIFORM BUILDING CODE(U.B.C.), Zg CHAPTER 33. O 2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT, CITY OF LAKE ELSINORE, PRIOR TO ANY OPERATIONS. O'.y� SITE LOCATION 3. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND DIG ALERT(8-1-1)FORTY-EIGHT CITY (48)CONTRACTOR SHALLNING. OF LAKE ELSINORE 9 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST TWENTY-FOUR(24)HOURS IN ADVANCE p, OF BEGINNING GRADING OPERATIONS. 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. y`I'T9�9� 6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE APPROVED,AND SHALL BE SHOWN ON THE PLAN. 7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE APPROVED,SHALL BE SHOWN ON PLAN,AND SHALL NOT HAVE LESS THAN 90%RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. 8. FILLS SHALL BE COMPACTED THROUGHOUT TO 90%DENSITY AS DETERMINED BY THE MODIFIED THREE(3)LAYER A.S.T.M. CO D-1557-70 TEST METHOD. 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS, SCARIFIED, AND INSPECTED BY THE GRADING yL INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR TO THE PLACING OF FILL. T^ 10. ALL FILL MATERIAL SHALL BE CLEAN EARTH.NO FILL SHALL BE PLACED UNTIL PREPARATION OF GROUND IS APPROVED BY THE SOILS ENGINEER. 11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN VICINITY MAP %"PER FOOT FOR A MINIMUM OF THREE(3)FEET,THEN 1%(MINIMUM)TO FLOW LINE OF EARTH SWALE. N.T.S. 12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%IF CUT OR FILL SLOPE IS LESS THAN TEN FEET(10'), AND 2%IF CUT OR FILL IS GREATER THAN TEN FEET(10').DRAINAGE SWALES SHALL BE A MINIMUM OF 0.5'DEEP AND CONSTRUCTED A MINIMUM OF TWO FEET(2')FROM THE TOP OF CUT OR FILL SLOPES. 13. PROVIDE 5'WIDE BY V HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5'HIGH 14. PROVIDE A BROW DITCH,DESIGNED TO HANDLE ONE HUNDRED(100)YEAR STORM FLOWS ALONG THE TOP OF CUT SLOPES. �TM 15. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER,TO SUPERVISE GRADING AND PROVIDE A FINAL SOILS REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS(SUBDIVISIONS)AND EXPANSIVE CHARACTERISTICS OF THE SOIL. 17. GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY A SOILS ENGINEER SHEET INDEX SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO ISSUANCE OF BUILDING PERMITS. IT NUMBER DRAWING NUMBER DRAWING TITLE 18. THE SOILS ENGINEERING INVESTIGATION DATED 4/29/2021 PREPARED BY(STANTEC CONSULTING SERVICES,INC.)SHALL LEGAL DESCRIPTION: 1 OF 17 USP-021549-ORTEGA-ESC-GEN-001 COVER I CONSTRUCTION NOTES BE CONSIDERED A PART OF THIS GRADING PLAN AND SHALL BE IN COMPLIANCE. THE FOLLOWING LEGAL DESCRIPTION/S PER A PRELIMINARY TITLE REPORT OF 17 USP-021549-ORTEGA-ESC-GEN-002 COVER 11 19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PAD PREPARED BY CHICAGO TITLE INSURANCE COMPANY,ORDER NO.7102100107, NO. DESCRIPTION QUANTITY UNIT ELEVATION.WHERE SPECIFIC ELEVATIONS ARE REQUIRED,THE ELEVATION WITH RESPECT TO MEAN SEA LEVEL SHALL DATED DECEMBER 22,2020AT7.30A.M. OF 17 USP-021549-ORTEGA-ESC-DWG-002 BESS SITE PLAN 1 CONSTRUCT ACCESS ROAD PER ROAD SECTION DETAIL A ON SHEET ESC-DWG-004 1 ( ) 3,920 S.F. BE GIVEN.IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL DISTANCE ABOVE 4 OF 17 USP-021549-ORTEGA-ESC-DWG-003 EXISTING CONDITION INSTALL PREFABRICATED CONCRETE CULVERT WITH WING WALLS BY CONTECH,0-SERIES, 15'SPAN X 3'-2 3 4 THE ADJACENT GROUND SHALL BE GIVEN. FOR EL PARCEL I-045 377-200-045,377-200-046,AND 377-200-047 OF 17 USP-021549-ORTEGA-ESC-DWG-004 ROAD SECTION & CULVERT DETAIL 2 RISE.SEE SECTION C-C AND D-D ON SHEET ESC-DWG-004,DETAILS ON SHEET ESC-DWG-005 THRU 013/ PARCEL A:(377-200-045) 20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY PARCEL 1 OF PARCEL MAP NO.30985 IN THE CITY OF LAKE ELSINORE, 6 OF 17 USP-021549-ORTEGA-ESC-PLN-001 GRADING AND DRAINAGE PLAN 3 INSTALL NEW 8' HIGH SECURITY FENCE PER LANDSCAPE DRAWING 1 350 L.F. CONSTRUCTION/GRADING. COUNTY OF RIVERSIDE,STATE OF CALIFORNIA MAP RECORDED IN BOOK 225, 21. STABILITY CALCULATIONS WITH A SAFETY FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE PAGES 4,5,AND 6 OF PARCEL MAPS,RECORDS OF SAID COUNTY. OF 17 USP-021549-ORTEGA-ESC-PLN-002 EROSION CONTROL PLAN 4 INSTALL NEW 8'HIGH CONCRETE CMU WALL PER LANDSCAPE DRAWING 510 L.F. BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER THIRTY FEET(30')IN VERTICAL HEIGHT. OF 17 USP-021549-ORTEGA-ESC-PLN-003 EROSION CONTROL NOTES AND DETAIL 5 INSTALL 24'WIDE SWING VEHICULAR GATE PER LANDSCAPE DRAWING I EA 22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE(1)FOOT. PARCEL B:(377-200-046) OF 17 USP-021549-ORTEGA-ESC-DWG-005 PREFABRICATED CULVERT DETAIL 6 REMOVE AND DISPOSE OF EXISTING AC BERM 5 EA PARCEL 2 OF PARCEL MAP NO.30985 IN THE CITY OF LAKE ELSINORE, 23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,IT MUST BE CLEARED,KEYED AND BENCHED COUNTY OF RIVERSIDE,STATE OF CALIFORNIA MAP RECORDED IN BOOK 225, SHEET 10 OF 17 USP-021549-ORTEGA-ESC-DWG-006 PREFABRICATED CULVERT DETAIL 7 CONSTRUCT AC PAVEMENT WITH 4.5"AC OVER 8"AB,SEE DETAIL B ON SHEET 9,900 S.F. INTO FIRM NATURAL SOIL FOR FULL SUPPORT.PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PAGES 4,5,AND 6 OF PARCEL MAPS,RECORDS OF SAID COUNTY. ESC-DWG-004 FOR PAVEMENT SECTION SHEET 11 OF 17 USP-021549-ORTEGA-ESC-DWG-007 PREFABRICATED CULVERT DETAIL PRIOR TO PLACEMENT OF FILL MATERIAL.SLOPES GREATER THAN 5:1 ARE REQUIRED TO BE KEYED AND BENCHED. 1 THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES: PARCEL C:(377-200-047) SHEET 12 OF 17 USP-021549-ORTEGA-ESC-DWG-008 PREFABRICATED CULVERT DETAIL a. UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFILL OF ALLUVIAL,COLLUVIAL AND PARCEL 3 OF PARCEL MAP NO.30985 IN THE CITY OF LAKE ELSINORE, SHEET 13 OF 17 USP-021549-ORTEGA-ESC-DWG-009 PREFABRICATED CULVERT DETAIL COUNTY OF RIVERSIDE,STATE OF CALIFORNIA MAP RECORDED IN BOOK 225, TERRACED AREAS AND ANY SUBSTRUCTURES. PAGES4,5,AND 6 OF PARCEL MAPS,RECORDS OF SAID COUNTY. SHEET 14 OF 17 USP-021549-ORTEGA-ESC-DWG-010 PREFABRICATED CULVERT DETAIL EARTHWORK NOTES TO CONTRACTOR b. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION,BENCHING AND FILLING SHEET 15 OF 17 USP-021549-ORTEGA-ESC-DWG-011 PREFABRICATED CULVERT DETAIL OPERATIONS. SHEET 16 OF 17 USP-021549-ORTEGA-ESC-DWG-012 PREFABRICATED CULVERT DETAIL IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE GRADING PLANS AND SOILS REPORT THOROUGHLY PRIOR TO SITE MOBILIZATION. IT IS ALSO THE C. DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL. SHEET 17 OF 17 USP-021549-ORTEGA-ESC-DWG-013 PREFABRICATED CULVERT DETAIL GRADING CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CIVIL AND SOILS ENGINEERS IF ONSITE DISCREPANCIES ARE OBSERVED THAT WOULD AFFECT THE d. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. SOILS ENGINEER'S CERTIFICATE: Al EARTHWORK QUANTITIES. THE EXISTING TOPOGRAPHY AS DELINEATED ON THESE DRAWINGS SHALL BE UTILIZED AS THE BASIS FOR ALL EARTHWORK COMPUTATIONS. SAID 25. EROSION CONTROL:ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT OR ANOTHER APPROVED GROUND THESE GRADING PLANS HVE BEEN REVIEWED BY THE UNDERSIGNED AND FOUND TO BE IN CONFORMANCE WITH THE RECOMMENDATIONS TOPOGRAPHY SHALL BE PRESUMED TO BE ACCEPTABLE TO ALL INTERESTED PARTIES UNLESS A DEVIATION IS FOUND PRIOR TO THE START OF GRADING IN COVER,AT TWELVE INCHES(12")ON CENTER.SLOPES OVER FIFTEEN FEET(15')IN VERTICAL HEIGHT,IN ADDITION TO ANY SPECIFIC AREAS,ANY DEVIATION SO DETERMINED SHALL BE PROMPTLY TRANSMITTED TO ALL INTERESTED PARTIES. AND SPECIFICATIONS OUTLINED IN THE SOILS AND GEOLOGICAL RECONNAISSANCE REPORT PREPARED FOR THIS DEVELOPMENT. _ GROUND COVER,SHALL BE PLANTED WITH APPROVED TREES,SHRUBS OR COMBINATION THEREOF.SHRUBS SHALL BE PLANTED AT TEN FEET(10')ON CENTER;TREES AT TWENTY FEET(20')ON CENTER;COMBINATIONS FIFTEEN (FEET 15')ON THE CONTRACTOR IS REQUIRED TO ESTIMATE THE QUANTITIES OF GRADING WORK TO BE DONE AND INCLUDE ALL COSTS THEREFROM IN HIS BID,AS NO CENTER.SLOPES OVER THREE FEET IT)IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH ADDITIONAL ALLOWANCE WILL BE MADE WITHOUT PRIOR CONSENT FROM THE OWNER. BACKFLOW PREVENTION DEVICES PER U.B.C. OVER-EXCAVATION AND/OR EXCESS BACKFILLING OR DUPLICATION OF GRADING ACTMTIES IS NOT A BASIS FOR ADDITIONAL COMPENSATION. THIS ALSO 26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING C80383 2/7/2023 SURVEYORS NOTES: APPLIES WHERE MATERIAL IS TO BE REMOVED AND REPLACED TO REDUCE MOISTURE CONTENT. PROPERTIES DURING THE GRADING PROJECT. (SignaNre) (RCENO.) (Dace) 1.THE BENCHMARK FOR THIS SURVEY IS COBS STATION ECFS,ELEVATION 2739.725'(NAVD 88.) OFF-SITE DISPOSAL OF EXCAVATION MATERIAL IS THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE INCLUDED IN HIS BID. THE CONTRACTOR SHALL 27. APPROVED EROSION PREVENTIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON AND SHALL THIS IS A CONTINUOUS GPS STATION AND IS PART OF THE CALIFORNIA SPATIAL REFERENCE HOLD THE OWNER AND ENGINEER HARMLESS AS A RESULT OF ANY CLAIMS ARISING FROM THE ACTIONS ENROUTE OR AWAY FROM THE SITE. BE IN PLACE AT THE END OF EACH DAY'S WORK. SURVEY COMPUTED 11-11-17 FOR THE CALIFORNIA DEPARTMENT OF TRANSPORTATION.VERTICAL 28. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. DATUM IS TO THE GEODETIC REFERENCE POINT(GRP.)THE ANTENNA IS AND ASHTECH EARTH VOLUMES SHOWN HEREON ARE ESTIMATES BASED UPON THE GEOTECHNICAL ANALYSIS PERFORMED BY THE NAMED SOILS ENGINEER AND TOPOGRAPHIC 701945B_M WITH SCIT DOME,TRUE VERTICAL ANTENNA HEIGHT IS FROM THE GEODETIC SURVEY OF THE EXISTING GROUND SURFACE AT THE TIME OF PLAN PREPARATION. EARTHWORK VOLUMES ARE COMPUTED BY METHODS COMMONLY USED IN 29. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITTEE. REFERENCE POINT TO THE BOTTOM OF THE ANTENNA PRE-AMP(BPA)AND IS 0.027 FEET. STANDARD ENGINEERING PRACTICE, AND ARE INTENDED FOR USE IN ESTABLISHING GOVERNING AGENCY FEES. ACTUAL FIELD CONDITIONS MAY VARY FROM (sl9aaMre) (RCENO.) (Dare) OBSERVED OR MEASURED CONDITIONS AT THE TIME OF PLAN PREPARATION. EARTHWORK QUANTITIES MAY VARY AS A RESULT. 2.THE BASIS OF BEARINGS FOR THIS SURVEY IS THE 30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIME. SYSTEM,ZONE s,BASED LOCALLY ON CONTROL STATIONSNS EC ECFS A AND STATE PLANE COORDINATE LMHG NAD83(ton)EPOCH ENGINEER'S NOTICE 2017.50 AS SHOWN HEREON.ALL BEARINGS SHOWN ON THIS MAP ARE GRID.OUOTED BEARINGS THE QUANTITIES FOR THESE PLANS ARE BASED UPON 4%SHRINKAGE AND 0%SUBSIDENCE. SHRINKAGE PERCENTAGE IS SHOWN FOR REFERENCE ONLY. 31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING OPERATION. AND DISTANCES FROM REFERENCE MAPS OR DEEDS ARE SHOWN PER THAT RECORD REFERENCE. ACTUAL SHRINKAGE VOLUMES MAY VARY CONSIDERABLY. ALL DISTANCES SHOWN ARE GROUND UNLESS SPECIFIED OTHERWISE.GRID DISTANCES MAY BE 32. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SLOPES IN EXCESS OF THREE 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS OBTAINED BY MULTIPLYING THE GROUND DISTANCE BY A COMBINATION FACTOR OF 0.999915989 (3) FEET VERTICAL HEIGHT WITHIN NINETY(90) DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL BE IN DURING THE COURSE OF CONSTRUCTION,INCLUDING SAFETY OF ALL PERSONS AND PROPERTY.THIS WITH COORDINATES OF N:2193779.262,E:6233637.868,USING AN ELEVATION OF 1294.387'. ANY EXPORT OR IMPORT REQUIRED TO BALANCE THE SITE SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. ACCORDANCE WITH CITY OF LAKE ELSINORE GRADING ORDINANCE NO. 882 PRIOR TO THE APPROVAL OF FINAL REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.THE CONTRACTOR ECFS(GRID) LMHG(GRID) INSPECTION. SHALL DEFEND,INDEMNIFY AND HOLD THE OWNER AND ENGINEER HATLESS FROM ANY AND AL LIABILITY,REAL OR 1:218126C260 1:2216314.611 33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND BE SOLELY ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING E:6208132.801 E:621 a729.o08 RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. ECFS(GROUND) N 2216 16.505 34. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE(1)BLUE TOP PER FINISHED PAD,PRIOR TO ROUGH GRADE 2. ALL UNDERGROUND UTILITIES OR STRUCTURES,REPORTED OR FOUND ON PUBLIC RECORDS,ARE INDICATED WITH E:6208130.659 E:6214727.420 , _ APPROVAL. THEIR APPROXIMATE LOCATION AND EXTENT.THE OWNER,BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE 35. APPROXIMATE DATE OF: IMPROVEMENTS HEREON,AGREES TO ASSUME LIABILITY AND HOLD THE ENGINEERE HARMLESS FOR ANY DAMAGES BEGINNING OPERATION: FEBRUARY 27, 2023 COMPLETION: JULY 28,2023 Callne rauaiy. RESULTING FROM THE EXISTNECE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR INDICATED ON bell PUBLIC RECORDS,OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORD LOCATIONS.THE SITE AREA: 1.79 ACRE ELECTRICAL CONSULTANT: - 36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN THREE INCHES(3")WILL BE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR PLACED IN FILLS WITHIN ROADBED AREAS OR THREE FEET IT)OF FINISH GRADES,UNLESS THE LOCATION,MATERIALS, STRUCTURES SHOWN AND ANY OTHER FOUND AT THE STIE.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OWNER: AND DISPOSAL METHODS ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER. NOTIFY THE OWNERS OF ALL UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. EARTHWORK QUANTITIES ESTIMATE: 37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE APPROVAL. EARTHWORK QUANTITIES SunGrid Honeywell a Hecate Grid 38. GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE BUILDING DEPARTMENT. 3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR,OR LIABLE FOR UNAUTHORIZED �� Better energyfartomorrow S3 39. THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM(NPDES)PERMIT TO REGULATE CHANGES TO OR USES OF THESE PLANS.ALL CHANGES TO THESE PLANS MUST BE IN WRITING AND MUST BE RAW CUT: 6 CY APPROVED BY THE PREPARER OF THESE PLANS. RAW FILL: 30 CY MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES. HONEYWELL USA HECATE GRID LLC NPDES WDID# 8 33C399964 DATE PERMIT ISSUED: MARCH 1,2023 TOTAL IMPORT: 24 CY ERSC 8/15/23 MB SUNGRID SOLUTIONS INC. 4. QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY.CONTRACTORS SHALL BE www.sungridsolutions.com www.honeywell.com www.hecateenergy.com RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR TO BIDDING FOR CONSTRUCTION. Cambridge,ON N1S 5C3 Charlotte,NC 28202 Chicago,IL 60661 T ESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE MARK REVISIONS APPR. DATE APPROPRI TE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS PREPARED BY: pROFESSIO C� E SHEE NUMBERQ AND HAVE BEEN FOUND ACCEPTABLE ��`��P�LEN w �y COVER I PERMIT N0.ENG-2023-00068 1 .� ® Stantec z m DRAWING LIMB 38 TECHNOLOGY DRIVE,SUITE 100 Na.59808 SCALE: USP-021549-ORTEGA-ESC-GEN-001 OF 17 RVINE,CA 92618 * s 3 z4 BENCH MARK: SHEETS 9.923.6000 stantec.com PLEASE SEE SURVEYOR'S NOTE REMON HABIB,RCE No.83156 DATE _ _ sl9 ��2- NTS ORTEGA BESS PROJECT No. lF �� E� ON CIVIL TITLE SHEET. CITY ENGINEER V C� DATE: 22.5MWI85.96MWh BESS 185805133 CITY OF LAKE ELSINORE DALE N R.C.E.59808 (EXP.12/31/24) 07/17/2023 LAKE ELSINORE,CALIFORNIA �07 [EE /17/2023 PREFABRICATED CULVERT INFORMATION ADDED ON PLANS. LAK OF PRO ECSINOREIONDITIONS200P5OVAL CITY OF LAKE ELSINORE CONDITIONS OF APPROVAL PROJECT:PA 2021-26/CDR 2021-12 PROJECT NAME:ORTEGA BESS PROJECT LOCATION:APN:3]]-200-045 V APPROVAL DATE:JULY 19,2022 �e EFFECTIVE DATE:AUGUST 19,2022 �$ EXPIRATION DATE:AUGUST 19,2024 O GENERAL 1.PLANNING APPLICATION NO.2021-26(COMMERCIAL DESIGN REVIEW NO.2021-12)PROPOSES TO CONSTRUCT A 20-MEGAWATT BATTERY C SITE LOCATION ENERGY STORAGE SYSTEM(BESS)ON A 1.79-ACRE SITE IN THE C-2 GENERAL COMMERCIAL ZONING DISTRICT.THE PROJECT SITE IS LOCATED 24.GREEN MEASURES.THE APPLICATION SHALL PROVIDE 10%VOLUNTARY GREEN MEASURES ON THE PROJECT,AS STIPULATED By THE 2019 �SOUTHEAST OF THE INTERSECTION OF CAMINO DEL NORTE AND 0 HANA CIRCLE(APN:37]-200-045). CALIFORNIA GREEN BUILDING STANDARDS. (� 2.THE APPLICANT SHALL DEFEND(WITH COUNSEL ACCEPTABLE TO THE CITY),INDEMNIFY,AND HOLD HARMLESS THE CITY,ITS OFFICIALS, 25.DISABLED ACCESS.APPLICANT SHALL PROVIDE DETAILS OF ALL APPLICABLE DISABLED ACCESS PROVISIONS AND BUILDING SETBACKS ON OFFICERS,EMPLOYEES,AGENTS,AND ITS CONSULTANTS(INDEMNITEES)FROM ANY CLAIM,ACTION,OR PROCEEDING AGAINST THE PLANS TO INCLUDE: INDEMNITEES TO ATTACK,SET ASIDE,VOID,OR ANNUL AN APPROVAL OF THE CITY,ITS ADVISORY AGENCIES,APPEAL BOARDS,OR LEGISLATIVE BODY CONCERNING APPROVAL,IMPLEMENTATION AND CONSTRUCTION OF CDR 2021-12,WHICH ACTION IS BOUGHT WITHIN THE A ALL GROUND FLOOR UNITS TO BE ADAPTABLE. TIME PERIOD PROVIDED FOR IN CALIFORNIA GOVERNMENT CODE SECTIONS 650H AND/OR 66499.3],AND PUBLIC RESOURCES CODE SECTION B,DISABLED ACCESS FROM THE PUBLIC WAY TO THE ENTRANCE OF THE BUILDING. 2'p PST 21167,INCLUDING THE APPROVAL,EXTENSION OR MODIFICATION OF CDR 2021-12 OR ANY OF THE PROCEEDINGS,ACTS OR DETERMINATIONS 1p 9� TAKEN,DONE,OR MADE PRIOR TO THE DECISION,OR TO DETERMINE THE REASONABLENESS,LEGALITY OR VALIDITY OF ANY CONDITION C.VAN ACCESSIBLE PARKING LOCATED AS CLOSE AS POSSIBLE TO THE MAIN ENTRY, y� ATTACHED THERETO.THE APPLICANT'S INDEMNIFICATION IS INTENDED TO INCLUDE,BUT NOT BE LIMITED TO,DAMAGES,FEES AND/OR COSTS D.PATH OF ACCESSIBILITY FROM PARKING TO FURTHEST POINT OF IMPROVEMENT. AWARDED AGAINST OR INCURRED BY INDEMNITEES AND COSTS OF SUIT,CLAIM OR LITIGATION,INCLUDING WITHOUT LIMITATION ATTORNEYS' E.PATH OF TRAVEL FROM PUBLIC RIGHT-OF-WAY TO ALL PUBLIC AREAS ON SITE,SUCH AS CLUB HOUSE,TRACH ENCLOSURE TOT LOTS AND !S S FEES,PENALTIES AND OTHER COSTS,LIABILITIES AND EXPENSES INCURRED BY INDEMNITEES IN CONNECTION WITH SUCH PROCEEDING.THE PICNIC AREAS. CITY WILL PROMPTLY NOTIFY THE APPLICANT OF ANY SUCH CLAIM,ACTION,OR PROCEEDING AGAINST THE CITY.IF THE PROJECT IS CHALLENGED IN COURT,THE CITY AND THE APPLICANT SHALL ENTER INTO FORMAL DEFENSE AND INDEMNITY AGREEMENT,CONSISTENT WITH 26.STREET ADDRESSING.APPLICANT MUST OBTAIN STREET ADDRESSING FOR ALL PROPOSED BUILDINGS BY REQUESTING STREET ADDRESSING THIS CONDITION. AND SUBMITTING A SITE PLAN FOR COMMERCIAL OR MULTI-FAMILY RESIDENTIAL PROJECTS OR A RECORDED FINAL MAP FOR SINGLE-FAMILY RESIDENTIAL PROJECTS.IT TAKES 10 DAYS TO ISSUE ADDRESS AND NOTIFY OTHER AGENCIES.PLEASE CONTACT SONIA SALAZAR AT S.WITHIN 30 DAYS OF PROJECT APPROVAL,THE APPLICANT SHALL SIGN AND COMPLETE AN.ACKNOWLEDGMENT OF CONDITIONS"AND SHALL SSALAZAR@LAKE-ELSINORE.ORG OR 951-674-3124 X2]1. RETURN THE EXECUTED ORIGINAL TO THE COMMUNITY DEVELOPMENT DEPARTMENT FOR INCLUSION IN THE CASE RECORDS. CO� 27.CLEARANCE FROM LEUSD.A RECEIPT OR CLEARANCE LETTER FROM THE LAKE ELSINORE SCHOOL DISTRICT SHALL BE SUBMITTED TO THE PLANNING DIVISION BUILDING AND SAFETY DEPARTMENT TO ENSURE THE PAYMENT OR EXEMPTION FROM SCHOOL MITIGATION FEES. FP 9 4.COMMERCIAL DESIGN REVIEW NO.2OF THE FOLLOWING: WING AND PRIOR TO VOID TWOYEARS EXPIRATION OF TWO YEARS, BUILDING WHICH IT RELATED REVIEW 28.OBTAIN APPROVALS PRIOR S CONSTRUCTION.APPLICANT MUST OBTAIN ALL BUILDING PLANS AND PERMIT APPROVALS PRIOR TO N BECAME EFFECTIVE,UNLESS ONE OF THE FOLLOWING:ME PRIOR TO THE EXPIRATIONS TWO YEARS,A BUILDING PERMIT RELATED TO THE COMMENCEMENT OF ANY CONSTRUCTION WORK. DESIGN REVIEW IS ISSUED AND CONSTRUCTION COMMENCED AND DILIGENTLY PURSUED TOWARD COMPLETION;OR(2)PRIOR TO THE EXPIRATION OF TWO YEARS,THE APPLICANT HAS APPLIED FOR AND HAS BEEN GRANTED AN EXTENSION OF THE DESIGN REVIEW APPROVAL 29.OBTAINING SEPARATE APPROVALS AND PERMITS.TRASH ENCLOSURES,PATIO COVERS,LIGHT STANDARDS,AND ANY BLOCK WALLS WILL PURSUANT TO SUBSECTIONS(1)AND(2)OF LAKE ELSINORE MUNICIPAL CODE(LEMC)SECTION 17,415.050.1.1.NOTWITHSTANDING CONDITIONS REQUIRE SEPARATE APPROVALS AND PERMITS. TO THE CONTRARY,A DESIGN REVIEW GRANTED PURSUANT TO LEMC SECTION 1].415.050.L2 SHALL RUN WITH THE LAND FOR THIS TWO-YEAR 1fY -mv PERIOD,SUBJECT TO ANY APPROVED EXTENSIONS,AND SHALL CONTINUE TO BE VALID UPON A CHANGE OF OWNERSHIP OF THE SITE,WHICH 30.SEWER AND WATER PLAN APPROVALS.ON-SITE SEWER AND WATER PLANS WILL REQUIRE SEPARATE APPROVALS AND PERMITS.SEPTIC WAS THE SUBJECT OF THE DESIGN REVIEW APPLICATION. SYSTEMS WILL NEED TO BE APPROVED FROM RIVERSIDE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT BEFORE PERMIT ISSUANCE. VICINITY MAP N.T.S. 5.ALL CONDITIONS OF APPROVAL SHALL BE REPRODUCED PAGE ONE OF BUILDING PLANS PRIOR TO THEIR ACCEPTANCE BY THE BUILDING 31.HOUSE ELECTRICAL METER,APPLICANT SHALL PROVIDE A HOUSE ELECTRICAL METER TO PROVIDE POWER FOR THE OPERATION OF AND SAFETY DIVISION,COMMUNITY DEVELOPMENT DEPART MENT.ALL CONDITIONS OF APPROVAL SHALL BE MET PRIOR TO THE ISSUANCE OF EXTERIOR LIGHTING,IRRIGATION PEDESTALS AND FIRE ALARM SYSTEMS FOR EACH BUILDING ON THE SITE.DEVELOPMENTS WITH$INGLE UTILITIES A CERTIFICATE OF OCCUPANCY AND RELEASE OF UTILITIES. USER BUILDINGS SHALL CLEARLY SHOW ON THE PLANS HOW THE OPERATION OF EXTERIOR LIGHTING AND FIRE ALARM SYSTEMS WHEN A HOUSE METER IS NOT SPECIFICALL AN Y PROPOSED. 60.ALL ARRGEMENTS FOR RELOCATION OF UTILITY COMPANY FACILITIES(POWER POLES,VAULTS,ETC.)OUT OF THE ROADWAY AND AWAY FROM AN 91.A PRECONSTRUCTION MEETING WITH THE CITY ENGINEERING INSPECTOR(ENGINEERING DEPARTMENT)IS REQUIRED PRIOR TO COMMENCEMENT OF ANY 6.ALL FUTURE DEVELOPMENT PROPOSALS SHALL BE REVIEWED BY THE CITY ON A PROJECT-BY-PROJECT BASIS.IF DETERMINED NECESSARY BY ACCESS POINT SHALL BE THE RESPONSIBILITY OF THE APPLICANT,PROPERTY OWNER,AND/OR HIS AGENT. GRADING ACTIVITY. THE COMMUNITY DEVELOPMENT DIRECTOR OR DESIGNEE,ADDITIONAL ENVIRONMENTAL ANALYSIS WILL BE REQUIRED. AT PLAN REWEW SUBMITTAL 61.OVERHEAD UTILITIES(34.5 KV OR LOWER)SHALL BE UNDERGROUNDED(SECTION 16.660F LEMC). T ANV PROPOSED MINOR REVISIONS TO APPROVED PLANS SHALL BE REVIEWED AND APPROVED BY THE COMMUNITY DEVELOPMENT DIRECTOR 62.UNDERGROUND WATER RIGHTS SHALL BE DEDICATED TO THE CITY PURSUANT TO THE PROVISIONS OF LEMC SECTION 16.52.030,AND CONSISTENT WITH OR DESIGNEE.ANY PROPOSED SUBSTANTIAL REVISIONS TO THE APPROVED PLANS SHALL BE REVIEWED ACCORDING TO THE PROVISIONS OF 32.SUBMITTING PLANS AND CALCULATIONS.APPLICANT MUST SUBMIT TO BUILDING AND SAFETY FOURd COMPLETE SETS OF PLANS AND TWO THE CITYS AGREEMENT WITH THE ELSINORE VALLEY MUNICIPAL WATER DISTRICT. 92.PRIOR TO COMMENCEMENT OF GRADING OPERATIONS,APPLICANT SHALL PROVIDE TO THE CITY A MAP OF ALL PROPOSED HAUL ROUTES TO BE USED FOR () MOVEMENT OF EXPORT MATERIAL.ALL SUCH ROUTES SHALL BE SUBJECT TO THE REVIEW AND APPROVAL OF THE CITY ENGINEER.HAUL ROUTE SHALL BE THE MUNICIPAL CODE IN A SIMILAR MANNER AS A NEW APPLICATION.GRADING PLAN REVISIONS SHALL BE REVIEWED BY THE CITY ENGINEER. 2 SETS OF SUPPORTING CALCULATIONS FOR REVIEW AND APPROVAL INCLUDING: 63APPL CANT INDICATING SHALL APPLY FOR,OBTAIN AND SUBMIT TO THE CITY ENGINEERING DEPARTMENT A LETTER FROM SOUTHERN CALIFORNIA(NIL) (SCE) () INDICATING THAT THE CONSTRUCTION ACTIVITY WILL NOT INTERFERE WITH EXISTING SCE FACILITIES.NON-INTERFERENCE LETTER(NIL)SHALL BE SUBMITTED PRIOR TO ISSUANCE OF A GRADING PERMIT.HAULING IN EXCESS OF 5,009 CUBIC YARDS SHALL BE APPROVED BY THE CITY COUNCIL(LEMC SECTION PROVIDED PRIOR TO ISSUANCE OF GRADING PERMIT. 15,72.065).ALL REQUIRED DOCUMENTS SHALL SE SUBMITTED AND APPROVED PRIOR TO SCHEDULING FOR CITY COUNCIL. 8.A DETAILED AL SITE LIGHTING PLAN.INCLUDING A PHOTOMETRIC DIAGRAM,SHALL BE REVIEWED TO H ENSURE THAT ALL EXTERIOR ON-SITE A.AN ELECTRICAL PLAN INCLUDING LOAD CALCULATIONS AND PANEL SCHEDULE,PLUMBING SCHEMATIC,AND MECHANICAL PLAN APPLICABLE 93.EXPORT SITES LOCATED WITHIN THE LAKE ELSINORE CITY LIMITS MUST HAVE AN ACTIVE GRADING PERMIT. LIGHTING SHALL BE SHIELDED AND DIRECTED ON-SITE$O AS NOT TO CREATE GLARE ONTO NEIGHBORING PROPERTY AND STREETS OR TO SCOPE OF WORK. 64.APPLICANT SHALL SUBMIT A'WILL SERVE"LETTER TO THE CITY ENGINEERING DEPARTMENT FROM THE APPLICABLE WATER AGENCY STATING THAT ALLOW ILLUMINATION ABOVE THE HORIZONTAL PLANE OF THE FIXTURE. WATER AND SEWER ARRANGEMENTS HAVE BEEN MADE FOR THIS PROJECT AND SPECIFY THE TECHNICAL DATA FOR THE WATER SERVICE AT THE 94.APPLICANT TO PROVIDE TO THE CITY A VIDEO RECORD OF THE CONDITION OF ALL PROPOSED PUBLIC CITY HAUL ROADS.IN THE EVENT OF DAMAGE TO SUCH B.A SOUND TRANSMISSION CONTROL STUDY IN ACCORDANCE WITH THE PROVISIONS OF THE SECTION 5.50],OF THE 2019 EDITION OF THE LOCATION,SUCH AS WATER PRESSURE,VOLUME,ETC.WILL SERVE LETTERS SHALL BE PROVIDED PRIOR TO ISSUANCE OF GRADING PERMIT. ROADS,THE APPLICANT SHALL PAY FULL COST OF RESTORING PUBLIC ROADS TO THE BASELINE CONDITION.A BOND MAY BE REQUIRED TO ENSURE PAYMENT CALIFORNIA BUILDING CODE. OF DAMAGES TO THE PUBLIC RIGHT-OF-WAY,SUBJECT TO APPROVAL OF THE CITY ENGINEER. 9.THE APPLICANT SHALL PROVIDE ALL PROJECT-RELATED ON-SITE AND OFF-SITE IMPROVEMENTS AS REQUIRED BY THESE CONDITIONS OF C.A PRECISE GRADING PLAN To VERIFYACCESSIBILITY FOR THE PERSONS WITH DISABILITIES. 95.ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A GEOTECHNICAL ENGINEER.SLOPES STEEPER THAN 2 TO 1 SHALL BE EVALUATED FOR STABILITY APPROVAL. D.TRUSS CALCULATIONS THAT HAVE BEEN STAMPED BY THE ENGINEER OF RECORD OF THE BUILDING AND THE TRUSS MANUFACTURER IMPROVEMENTS AND PROPER EROSION CONTROL AND APPROVED BY THE CITY. ENGINEER. 96.REVIEW AND APPROVAL OF THE PROJECT SEDIMENT AND EROSION CONTROL PLAN SHALL BE COMPLETED.AS WARRANTED,A COPY OF THE CURRENT SWPPP 10.PROVISIONS OF THE CITY'S NOISE ORDINANCE(LEMC CHAPTER 17.176)SHALL BE SATISFIED DURING ALL SITE PREPARATION AND 65.APPLIGANT SHALL BE RESPONSIBLE TO DESIGN AND CONSTRUCT THE HALF-WIDTH STREET IMPROVEMENTS ALONG THE PROPERTY'S FRONTAGE ON SHALL BE KEPT AT THE PROJECT SITE AND BE AVAILABLE FOR REVIEW UPON REQUEST. CONSTRUCTION ACTIVITY.SITE PREPARATION ACTIVITY AND CONSTRUCTION SHALL NOT COMMENCE BEFORE ION M AND SHALL CEASE NO PRIOR TO ISSUANCE OF GRADING PERMITS) CAMINO DEL NORTE SUCH THAT THE ULTIMATE RIGHT-OF-WAY WIDTH CONFORMS TO THE GENERAL PLAN CIRCULATION ELEMENT.CAMINO DEL NORTE IS 97.APPLICANT SHALL OBTAIN AND SUBMIT APPLICABLE ENVIRONMENTAL CLEARANCE DOCUMENT TO THE ENGINEERING DEPARTMENT.THIS APPROVAL SHALL LATER THAN AND MAY COMMENCE THROUGH EARLIER TH.ONLY FINISH WORK AND SIMILAR INTERIOR CONSTRUCTION MAY IO CONDUCTED ON CLASSIFIED AS A SECONDARY HIGHWAY, SPECIFY THAT THE PROJECT IS IN COMPLIANCE WITH ANY AND ALL REQUIRED ENVIRONMENTAL MITIGATION TRIGGERED BY THE PROPOSED GRADING ACTIVITY. NOT AND MAV COMMENCE NO EARLIER THAN 8:00 AM AND SHALL CEASE NO LATER THAN 4:00 P.M.CONSTRUCTION ACTIVITY SHALL NOT TAKE PLACE ON SUNDAY,OR ANY LEGAL HOLIDAYS. 33. B WATER AND SEWER PLANS.ONTE WATER AND SEWER PLANS,SUBMITTED SEPARATELY FROM THE BUILDING PLANS,SHALL BE IMPROVEMENTS INCLUDE,BUT ARE NOT LIMITED TO ROAD PAVEMENT WIDENING,CURB,GUTTER,SIDEWALK,SIGNING AND STRIPING,STREET LIGHTING SUBMITTED TED TO BUILDING AND SAFETY FOR REVIEW AND APPROVAL. (LS-2B SYSTEM),AND DRIVEWAY. PRIOR TO BUILDING PERMIT 11.NO INDIVIDUAL SIGNS ARE APPROVED AS PART OF THIS APPROVAL.THE APPLICANT OR DESIGNEE SHALL APPLY FOR A SIGN PERMIT,PAY APPLICANT SHALL BE RESPONSIBLE TO RELOCATE THE CULVERT HEADWALL AND OVERHEAD POWER POLES(AS APPROVED BY THE UTILITY PROVIDER) APPROPRIATE FEES AND RECEIVE APPROVAL FROM THE COMMUNITY DEVELOPMENT DEPARTMENT FOR ANY SIGN(S)INSTALLED AT THE 34oEMOUTION PERMITS.A DEMOLITION PERMIT SHALL BE OBTAINED IF THERE IS AN EXISTING STRUCTURE TO BE REMOVED AS PART OF THE FOR THE CONSTRUCTION OF THE ULTIMATE ROAD WIDENING. N.PROVIDE SOILS,GEOLOGY AND SEISMIC REPORT,INCLUDING RECOMMENDATIONS FOR PARAMETERS FOR SEISMIC DESIGN OF BUILDINGS,AND WALLS PRIOR TO PROJECT SITE. PROJECT.ASBESTOS REPORT AND LEAD BASE PAINT REPORTS ARE REQUIRED BEFORE DEMO PERMIT WILL BE ISSUED. 66.PROJECT WILL BE RESPONSIBLE TO DESIGN AND INSTALL STREETLIGHTS ALONG THE PROPERTY'S FRONTAGE.STREETLIGHT SYSTEM SHALL BE BUILDING PERMIT. DESIGNED AS LS-2B SYSTEM.STREETLIGHT PLANS SHALL INCLUDE DETAILS SUCH AS LOCATION,POLE AND LUMINAIRE TYPE,AND PULL BOX DESIGN. 99.ALL STREET IMPROVEMENT PLANS SHALL BE COMPLETED AND APPROVED BY THE CITY ENGINEER. STREETLIGHT PLANS SHALL BE INCLUDED AS PART OF THE STREET IMPROVEMENT PLANS. 100.ALL REQUIRED PUBLIC RIGHT-OF-WAY DEDICATIONS AND EASEMENTS SHALL BE PREPARED BY THE DEVELOPER OR HIS AGENT AND SHALL BE SUBMITTED TO 12.GRAFFITI SHALL BE REMOVED WITHIN 26 HOURS. PRIOR TO ISSUANCE OF BUILDING PERMITISI 6TSIGET DISTANCE INTO AND OUT AND THROUGHOUT THE PROJECT LOCATION SHALL COMPLY WITH CITY OR CALTRANS STANDARDS.PROJECT SHALL THE ENGINEERING DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO ISSUANCE OF THE BUILDING PERMIT. 13.ALL MATERIALS AND COLORS DEPICTED ON THE APPROVED PLANS SHALL BE USED.IF THE APPLICANT WISHES TO MODIFY ANY OF THE ENSURE FACILITIES,IF ANY,ARE INSTALLED IN THE LINE OF SIGHT OF DRIVERS. 101.APPLICANT SHALL PAY ALL CAPITAL IMPROVEMENT,TIE,AND MASTER DRAINAGE FEES AND ANY OUTSTANDING PLAN CHECK FEES(LEMC 16.34). APPROVED MATERIALS OR COLORS DEPICTED ON THE PLANS,THE APPLICANT SHALL SUBMIT A PROPOSAL SETTING FORTH THE 35.PLANS REQUIRE STAMP OF REGISTERED PROFESSIONAL.APPLICANT SHALL PROVIDE APPROPRIATE STAMP OF A REGISTERED PROFESSIONAL 68.APPLICANT SHALL INSTALL PERMANENT BENCH MARKS PER CITY OF LAKE ELSINORE STANDARDS AND AT LOCATIONS TO BE DETERMINED BY THE CITY MODIFICATIONS FOR REVIEW BY THE COMMUNITY DEVELOPMENT DIRECTOR OR HIS DESIGNEE WITH ORIGINAL SIGNATURE ON THE PLANS.PROVIDE C.D.OF APPROVED PLANS TO THE BUILDING DIVISION. ENGINEER. 69.IF EXISTING IMPROVEMENTS ARE TO BE MODIFIED,THE EXISTING IMPROVEMENT PLANS ON FILE SHALL BE REVISED ACCORDINGLY AND APPROVED BY PRIOR TO OCCUPANCY/FINAL APPROVAL 14.THE ENTIRE SITE SHALL BE KEPT FREE FROM TRASH AND DEBRIS AT ALL TIMES AND IN NO EVENT SHALL TRASH AND DEBRIS REMAIN FOR PRIOR TO BEGINNING OF CONSTRUCTION THE CITY ENGINEER PRIOR TO ISSUANCE OF A BUILDING PERMIT. MORE THAN 24 HOURS. 102.ALL PUBLIC IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED PLANS OR AS CONDITION OF THIS DEVELOPMENT TO THE SATISFACTION OF THE CITY ENGINEER PRIOR TO ISSUANCE OF FIRST OCCUPANCY. 15.IF ANY OF THE CONDITIONS OF APPROVAL SET FORTH HEREIN FAIL TO OCCUR,OR IF THEY ARE,BY THEIR TERMS,TO BE IMPLEMENTED AND 103.PROOF OF ACCEPTANCE OF MAINTENANCE RESPONSIBILITY OF SLOPES,OPEN SPACES,LANDSCAPE AREAS,AND DRAINAGE FACILITIES SHALL BE PROVIDED. MAINTAINED OVER TIME IF ANY OF SUCH CONDITIONS FAIL TO BE SO IMPLEMENTED AND MAINTAINED ACCORDING TO THEIR TERMS THE CITY PRE-CONSTRUCTION MEETING.A PRE-CONSTRUCTION MEETING IS REQUIRED WITH THE BUILDING INSPECTOR PRIOR TO THE START OF THE ]O.A CALIFORNIA REGISTERED CIVIL ENGINEER SHALL PREPARE STREET IMPROVEMENT PLANS AS REQUIRED FOR THIS PROJECT.ALL IMPROVEMENTS SHALL HAVE THE RIGHT TO REVOKE OR MODIFY ALL APPROVALS HEREIN RANTED,DENY OR FURTHER CONDITION ISSUANCE OF ALL FUTURE BUILDING CONSTRUCTION. SHALL BE DESIGNED AND CONSTRUCTED TO CITY STANDARDS AND CODES(LEMC 12.04 AND 16.34).ANY DEVIATION FROM CITY STANDARDS SHALL BE 104.IN THE EVENT OF DAMAGE TO CITY ROADS FROM HAULING OR OTHER CONSTRUCTION RELATED ACTIVITY,APPLICANT SHALL PAY FULL COST OF RESTORING G APPROVED BY THE CITY ENGINEER. PUBLIC ROADS TO THE BASELINE CONDITION. BUILDING PERMITS,DENY REVOKE,OR FURTHER CONDITION ALL CERTIFICATES OF OCCUPANCY ISSUED UNDER THE AUTHORITY OF APPROVALS HEREIN GRANTED;RECORD N NOTICE OF VIOLATION ON THE PROPERTY TITLE;INSTITUTE AND PROSECUTE LITIGATION TO ]1.10GH STORM RUNOFF SHALL BE CONTAINED WITHIN THE CURB AND THE FACILITIES STORM RUNOFF SHALL BE CONTAINED WITHIN THE STREET f05.FINAL SOILS REPORT SHOWING COMPLIANCE WITH RECOMMENDATIONS,COMPACTION REPORTS,GRADE CERTIFICATIONS,MONUMENT CERTIFICATION(WITH TIE COMPEL THEIR COMPLIANCE WITH SAID CONDITIONS OR SEEK DAMAGES FOR THEIR VIOLATION. ENGINEERING DIVISION RIGHT-OF-WAY.WHEN EITHER OF THESE CRITERIA ARE EXCEEDED.DRAINAGE FACILITIES SHALL BE PROVIDED. NOTES DELINEATED ON CT8 N W LL BE SCHEDULED. SHALL BE SUBMITTED IN.TIF FORMAT ON A USE FLASH DRIVE OR ELECTRONICALLY TO THE ENGINEERING DEPARTMENT ]2.ALL DRAINAGE FACILITIES IN THIS PROJECT SHALL BE CONSTRUCTED TO RIVERSIDE COUNTY FLOOD CONTROL DISTRICT STANDARDS.STORM DRAIN BEFORE FINAL INSPECTION WILL BE SCHEDULED. PRIOR TO ISSUANCE OF GRADING PERMITSIBUILDING PERMITS GENERAL EASEMENTS WILL BE REQUIRED FOR FACILITIES CONSTRUCTED ON PRIVATE PROPERTY. 106.ALL REQUIRED PUBLIC RIGHT-OF-WAY DEDICATIONS,EASEMENTS,VACATIONS AND EASEMENT AGREEMENT(S)SHALL BE RECORDED WITH A RECORDED COPY 73.A DRAINAGE STUDY SHALL BE PROVIDED.THE STUDY SHALL IDENTIFY THE FOLLOWING:IDENTIFY STORM WATER RUNOFF FROM AND UPSTREAM OF THE PROVIDED TO THE CITY PRIOR TO FIRST OCCUPANCY. 16.PRIOR TO ISSUANCE OF A BUILDING PERMIT,THE APPLICANT SHALL PAY DEVELOPMENT IMPACT FEES(OIF)AND MSHCP FEES PER LEMC 37.ALL NEW SUBMITTALS FOR PLAN CHECK OR PERMIT SHALL BE MADE USING THE CITYS ONLINE CITIZEN SERVICE PORTAL(CSSP). SITE;SHOW EXISTING AND PROPOSED OFF-SITE AND ON-SITE DRAINAGE FACILITIES;AND INCLUDE A CAPACITY ANALYSIS VERIFYING THE ADEQUACY OF 107,APPLICANT SHALL PAY ALL OUTSTANDING APPLICABLE PROCESSING AND DEVELOPMENT FEES PRIOR TO OCCUPANCY AND/OR FINAL APPROVAL. SECTION 16.85,AT THE RATE IN EFFECT AT THE TIME OF PAYMENT. THE FACILITIES.THE DRAINAGE SYSTEM SHALL BE DESIGNED TO ENSURE THAT RUNOFF FROM A 10-YEAR STORM OF 6 HOURS AND 24 HOURS DURATION f08.APPLICANT SHALL SUBMIT DOCUMENTATION PURSUANT TO CITY'S SECURITY RELEASE HANDOUT. 38.ALL PLANS(STREET,STORM DRAIN,IMPROVEMENT,GRADING)SHALL BE PREPARED BY A REGISTERED CIVIL ENGINEER USING THE CITY'S UNDER DEVELOPED CONDITION IS EQUAL OR LESS THAN THE RUNOFF UNDER EXISTING CONDITIONS OF THE SAME STORM FREQUENCY.BOTH 6-HOUR 109 APPLICANT SHALL SUBMIT AS-BUINT ALL ENGINEERING DEPARTMENT APPROVED PROJECT PLAN SETS.AFTER CITY APPROVAL OF PAPER COPY,THE 17.THE PROJECT SHALL MEET ALL REQUIREMENTS OF THE ELSINORE VALLEY MUNICIPAL WATER DISTRICT EVMWD.THE APPLICANT SHALL STANDARD TITLE BLOCK. AND 24-HOUR STORM DURATION SHALL BE ANALYZED TO DETERMINE THE DETENTION. ( ) ]4.ALL NATURAL DRAINAGE TRAVERSING THE SITE SHALL BE CONVEYED THROUGH THE SITE,OR SHALL BE COLLECTED AND CONVEYED BY A METHOD DEVELO THE CITY IS RESPONSIBLE FOR REVISING THE ORIGINAL MVLAR PLANS.ONCE THE ORIGINAL MVLARS HAVE BEEN APPROVED,THE DEVELOPER SHALL SUBMIT WATER AND SEWER PLANS TO THE EVMWD AND SHALL INCORPORATE ALL DISTRICT CONDITIONS AND STANDARDS. 39.ALL REQUIRED SOILS,GEOLOGY,HYDROLOGY AND HYDRAULIC AND SEISMIC REPORTS SHALL BE PREPARED BY A REGISTERED CIVIL PR APPLICANT S CITY PROVIDE AUTALCOPYD GIS S APEFILE$OF ALL TREETRMAT. ENGINEER. APPROVED BY THE CITY ENGINEER.ALL OFF-SITE DRAINAGE,IF DIFFERENT FROM HISTORIC FLOW,SHALL BE CONVENED TO A PUBLIC FACILITY. 110.APPLICANT SHALL PROVIDE AUTOCAO AND GIS SHAPE FILES OF ALL STREET AND STORM DRAIN PLANS.ALL DATA MUST BE IN PROJECTED COORDINATE SYSTEM: 18.THE PROPERTY ADDRESS(IN NUMERALS AT LEAST SIX INCHES HIGH)SHALL BE DISPLAYED NEAR THE ENTRANCE AND BE EASILY VISIBLE 40.ALL SLOPES AND LANDSCAPING WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE MAINTAINED BY THE PROPERTY OWNER,OWNER'S 75.ROOF DRAINS SHALL NOT BE ALLOWED TO OUTLET DIRECTLY THROUGH CORING IN THE STREET CURB,ROOFS SHOULD DRAIN TO A LANDSCAPED AREA. NA083 STATE PLANE CALIFORNIA ZONE A U.S.FLEET.ALL PARTS AND ELEMENTS OF THE DESIGNED SYSTEM SHALL BE REPRESENTED DISCRETELY.INCLUDE IN FROM THE FRONT OF THE SUBJECT PROPERTY AND PUBLIC RIGHT-OF-WAY. ASSOCIATION,FIRMS CONTRACTED BY THE PROPERTY OWNER'S ASSOCIATION,OR ANOTHER MAINTENANCE ENTITY APPROVED BY THE CITY ]B.THESITE SHALL BE PLANNED AND DEVELOPED TO KEEP SURFACE WATER FROM ENTERING BUILDINGS(CALIFORNIA GREEN BUILDING STANDARDS CODE THE ATTRIBUTE TABLE BASIC DATA FOR EACH FEATURE,SUCH AS DIAMETER AND LENGTH,AS APPLICABLE,AND FOR PIPES INCLUDE MATERIAL(PVC,RCP,ETC.) COUNCIL. 6.106.3). AND SLOPE. 19.PRIOR TO ISSUANCE OF A BUILDING PERMIT,ONE(1)SET OF THE FINAL LANDSCAPING I IRRIGATION DETAIL PLANS ALONG WITH A DIGITAL 41.ALL OPEN SPACE AND SLOPES OUTSIDE THE PUBLIC RIGHT-OF-WAY SHALL BE OWNED AND MAINTAINED BY THE PROPERTY OWNER. ,ALL EXISTING STORM DRAIN INLET FACILITIES ADJACENT TO THE SUBJECT PROPERTIES SHALL BE RETROFITTED WITH A STORM DRAIN FILTER;ALL NEW COPY(I.E.POE FORMAT)SHALL BE SUBMITTED TO THE COMMUNITY DEVELOPMENT DEPARTMENT WITH APPROPRIATE FEES,FOR REVIEW AND 62.IN ACCORDANCE WITH THE CITY$FRANCHISE AGREEMENT FOR WASTE DISPOSAL 8 RECYCLING,THE APPLICANT SHALL BE REQUIRED TO STORM DRAIN INLET FACILITIES CONSTRUCTED BY THIS PROJECT SHALL INCLUDE ASTORM DRAIN FILTER. CITY OF LAKE ELSINORE FIRE MARSHAL APPROVAL BY THE COMMUNITY DEVELOPMENT DIRECTOR OR DESIGNEE. CONTRACT WITH CRSR,INC.FOR REMOVAL AND DISPOSAL OF ALL WASTE MATERIAL,DEBRIS,VEGETATION AND OTHER RUBBISH GENERATED BOTH DURING CLEANING,DEMOLITION,CLEAR AND GRUBBING OR ALL OTHER PHASES OF CONSTRUCTION AND DURING OCCUPANCY. A.ALL PLANTING AREAS SHALL HAVE PERMANENT AND AUTOMATIC SPRINKLER SYSTEM WITH 50%PLANT COVERAGE USING A DRIP IRRIGATION 43.ALL REQUIRED PUBLIC RIGHT-OF-WAY DEDICATIONS AND EASEMENTS SHALL BE PREPARED BY THE APPLICANT AND SHALL BE SUBMITTED TO PERMIT/CONSTRUCTION Ill.THE APPLICANTIOPERATOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE RIVERSIDE COUNTY FIRE DEPARTMENT LAKE ELSINORE OFFICE OF THE FIRE METHOD. THE ENGINEERING DEPARTMENT FOR REVIEW AND APPROVAL. MARSHAL.QUESTIONS SHOULD BE DIRECTED TO THE RIVERSIDE COUNTY FIRE DEPARTMENT,LAKE ELSINORE OFFICE OF THE FIRE MARSHAL AT 130 S.MAIN ST., 951 PHONE CA 92530. :( B.ALL PLANTING AREAS SHALL BE SEPARATED FROM PAVED AREAS WITH A SIX INCH(6')HIGH AND SIX INCH(8°)WIDE CONCRETE CURB.RUNOFF 44_ANV GRADING THAT AFFECTS"WATERS THE UNITED STATES",WETLANDS JURISDICTIONAL STREAMBEDS,SHALL REQUIRE APPROVAL ]B.AN ENCROACHMENT PERMIT SHALL BE OBTAINED PRIOR TO ANV WORK ON CITY RIGHT-OF-WAY.THE DEVELOPER SHALL SUBMIT THE PERMIT LAKE ELSINORE, )671-3124 EXE 225. SHALL BE ALLOWED FROM PAVED AREAS INTO LANDSCAPE AREAS. AND NECESSARY PERMITS FROM RESPECTIVE VE FEDERAL AND/OR STATE AGENCIES. APPLICATION,REQUIRED FEES,AND EXECUTED AGREEMENTS,SECURITY AND OTHER REQUIRED DOCUMENTATION PRIOR TO ISSUANCE. C.PLANTING WITHIN FIFTEEN FEET(15')OF INGRESS/EGRESS POINTS SHALL BE NO HIGHER THAN TWENTY-FOUR INCHES(24"). 45.APPLICANT SHALL SUBMIT A DETAILED HYDROLOGY AND HYDRAULIC STUDY FOR REVIEW FOR THE SUFFICIENT CONTAINMENT AND 79.ALL COMPACTION REPORTS,GRADE CERTIFICATION,MONUMENT CERTIFICATION(WITH TIE NOTES DELINEATED ON 8 A.X 11"MYLAR)SHALL BE DEPARTMENT OF ADMINISTRATIVE SERVICES iz D.LANDSCAPE PLANTERS SHALL BE PLANTED WITH AN APPROPRIATE PARKING LOT SHADE TREE PURSUANT TO THE LEMC AND LANDSCAPE CONVEYANCE OF THE STORM WATER TO A SAFE AND ADEQUATE POINT AS APPROVED BY THE CITY ENGINEER. SUBMITTED TO THE ENGINEERING DEPARTMENT BEFORE FINAL INSPECTION OF PUBLIC WORKS IMPROVEMENTS WILL BE SCHEDULED AND APPROVED. ANNEX INTO THE CITY OF LAKE ELSINORE COMMUNITY FACILITIES DISTRICT NO.2018E2(MAINTENANCE SERVICES) DESIGN GUIDELINES. 46.THE SITE WILL ACCOMMODATE ALL CONSTRUCTION ACTIVITY,BUILDING ACTIVITY,VEHICLES,ETC.NO STAGING ON PUBLIC STREETS,OR E.NO REQUIRED TREE PLANTING BED SHALL BE LESS THAN 5 FEET WIDE. PRIVATE PROPERTYBELONGING TO OTHERS SHALL BE CONDUCTED WITHOUT THE WRITTEN PERMISSION OF THE PROPERTY OWNER. ACCEPTANCE OF IMPROVEMENTS F.ROOT BARRIERS SHALL BE INSTALLED FOR ALL TREES PLANTED WITHIN 10 FEET OF HARDSCAPE AREAS TO INCLUDE SIDEWALKS. 47.MINIMUM GOOD HOUSEKEEPING AND EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES(BMPS)AS IDENTIFIED BY THE CITY 112.PRIOR TO ISSUANCE OF A BUILDING PERMIT,THE APPLICANT SHALL ANNEX INTO THE COMMUNITY FACILITIES DISTRICT NO.20151(MAINTENANCE SERVICES)OR G.ANY TRANSFORMERS AND MECHANICAL OR ELECTRICAL EQUIPMENT SHALL BE INDICATED ON LANDSCAPE PLAN AND SCREENED AS PART OF SHALL BE IMPLEMENTED. BOAS-BUILT PLANS SHALL BE COMPLETED AND SIGNED BY THE CITY ENGINEER. CURRENT COMMUNITY FACILITIES DISTRICT IN PLACE AT THE TIME OF ANNEXATION TO FUND THE ON-GOING OPERATION AND MAINTENANCE OF THE PUBLIC THE LANDSCAPING PLAN. RIGHT-OF-WAY LANDSCAPED AREAS AND NEIGHBORHOOD PARKS TO BE MAINTAINED BY THE CITY AND FOR STREET LIGHTS IN THE PUBLIC RIGHT-OF-WAY FOR H.THE LANDSCAPE PLAN SHALL PROVIDE FOR GROUND COVER,SHRUBS,AND TREES AND MEET ALL REQUIREMENTS OF THE CITY'S ADOPTED FEES WHICH THE CITY WILL PAY FOR ELECTRICITY AND A MAINTENANCE FEE TO SOUTHERN CALIFORNIA EDITON,INCLUDING PARKWAYS,STREET MAINTENANCE,OPEN LANDSCAPE GUIDELINES. PRIOR TO GRADING PERMIT SPACE AND PUBLIC STORM DRAINS CONSTRUCTED WITHIN THE DEVELOPMENT AND FEDERAL NPDES REQUIREMENTS TO OFFSET THE ANNUAL NEGATIVE FISCAL IMPACTS OF THE PROJECT.ALTERNATIVELY,THE APPLICANT MAY PROPOSE ALTERNATIVE FINANCING MECHANISMS TO FUND THE ANNUAL NEGATIVE FISCAL - I.ALL LANDSCAPING AND IRRIGATION SHALL BE INSTALLED WITHIN AFFECTED PORTION OF ANY PHASE AT THE TIME A CERTIFICATE OF DESIGN IMPACTS OF THE PROJECT WITH RESPECT TO MAINTENANCE SERVICES.APPLICANT SHALL MAKE A NON-REFUNDABLE DEPOSIT OF$15,000 OR AT THE CURRENT OCCUPANCY IS REQUESTED FOR MY BUILDING. 48.APPLICANT SHALL PAY ALL APPLICABLE PERMIT APPLICATION AND ENGINEERING ASSESSED FEES,INCLUDING WITHOUT LIMITATION PLAN CHECK AND CONSTRUCTION INSPECTION FEES,AT THE PREVALENT RATE AT TIME OF PAYMENT IN FULL. RATE IN PLACE AT THE TIME OF ANNEXATION TOWARD THE COST OF ANNEXATION,FORMATION OR OTHER MITIGATION PROCESS,AS APPLICABLE. Co J.FINAL LANDSCAPE PLAN MUST BE CONSISTENT WITH APPROVED SITE PLAN. 4SAPPLICANT SHALL PAY ALL APPLICABLE MITIGATION AND DEVELOPMENT IMPACT FEES AT THE PREVALENT RATE AT TIME OF PAYMENT IN FULL. K.FINAL LANDSCAPE PLANS TO INCLUDE PLANTING AND IRRIGATION DETAILS. FEES ARE SUBJECT TO CHANGE.ENGINEERING ASSESSED MITIGATION AND DEVELOPMENT IMPACT FEES INCLUDE WITHOUT LIMITATION: L.FINAL LANDSCAPE PLANS SHALL INCLUDE DROUGHT TOLERANT PLANTING CONSISTENT WITH ELSINORE VALLEY MUNICIPAL WATER DISTRICT MASTER PLAN OF DRAINAGE FEE-DUE PRIOR TO GRADING PERMIT ISSUANCE 81.A GRADING PLAN SIGNED AND STAMPED BRA O REGISTERED CIVIL ENGINEER SHALL BE SUBMITTED FOR CITY REVIEW AND APPROVAL FOR ALL STANDARDS SUBJECT TO PLAN CHECK AND APPROVAL BY THE CITV'S LANDSCAPE PLAN CHECK CONSULTANT. ADDITION AND/OR MOVEMENT OF SOIL(GRADIDING)NG)ONN SITE.THE PLAN SHALL INCLUDE SEPARATE SHEETS FOR EROSION CONTROL,HAUL ROUTE AND HEREBY STATE THAT I ACKNOWLEDGE RECEIPT OF THE APPROVED CONDITIONS OF APPROVAL FOR THE ABOVE NAMED PROJECT AND DO HEREBY AGREE TO TRAFFIC INFRASTRUCTURE FEE(TIE) PRIOR TO BUILDING PERMIT ISSUANCE TRAFFIC CONTROL.THE GRADING SUBMITTAL SHALL INCLUDE ALL SUPPORTING DOCUMENTATION AND BE PREPARED USING CITY STANDARD TITLE ACCEPT AND ABIDE BY ALL CONDITIONS OF APPROVAL AS APPROVED BY THE PLANNING COMMISSION OF THE CITY OF LAKE ELSINORE ON JULV 19,2022.I ALSO M.NO TURF SHALL BE PERMITTED. TRANSPORTATION UNIFORM MITIGATION FEE(TUMF)-DUE PRIOR TO OCCUPANCY BLOCK,STANDARD DRAWINGS AND DESIGN MANUAL, ACKNOWLEDGE THAT ALL CONDITIONS SHALL BE MET AS INDICATED. STEPHENS'KANGAROO RAT HABITAT FEE(K-RAT)-DUE PRIOR TO GRADING PERMIT ISSUANCE 82.ALL GRADING PLAN CONTOURS SHALL EMEND TO MINIMUM OF 50 FEET BEYOND PROPERTY LINES TO INDICATE EXISTING DRAINAGE PATTERN. 20.LANDSCAPING INSTALLED FOR THE PROJECT SHALL BE CONTINUOUSLY MAINTAINED TO THE REASONABLE SATISFACTION OF THE COMMUNITY DEVELOPMENT DIRECTOR.IF IT IS DETERMINED THAT THE LANDSCAPING IS NOT BEING MAINTAINED,THE DIRECTOR OF 83.THE GRADING PLAN SHALL SHOW THAT NO STRUCTURES,LANDSCAPING,OR EQUIPMENT ARE LOCATED NEAR THE PROJECT ENTRANCES THAT COULD STORM WATER MANAGEMENT/POLLUTION PREVENTION I NPDES REDUCE SIGHT DISTANCE. COMMUNITY DEVELOPMENT SHALL HAVE THE AUTHORITY TO REQUIRE THE PROPERTY OWNER TO BRING THE LANDSCAPING INTO DATE: CONFORMANCE WITH THE APPROVED LANDSCAPE PLAN.THE CONTINUED MAINTENANCE OF ALL LANDSCAPED AREAS SHALL BE THE DESIGN 84.IF THE GRADING PLAN IDENTIFIES ALTERATIONS IN THE EXISTING DRAINAGE PATTERNS AS THEY EXIT THE SITE,A HYDROLOGY AND HYDRAULIC REPORT RESPONSIBILITY OF THE DEVELOPER OR ANY SUCCESSORS IN INTEREST. FOR REVIEW AND APPROVAL BY CITY ENGINEER SHALL BE REQUIRED PRIOR TO ISSUANCE OF GRADING PERMITS.ALL GRADING THAT MODIFIES THE APPLICANT'S SIGNATURE: SO.THE PROJECT IS RESPONSIBLE FOR COMPLYING WITH THE SANTA ANA REGION NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM EXISTING FLOW PATTERNS AND/OR TOPOGRAPHY SHALL BE IN COMPLIANCE WITH FEDERAL,STATE AND LOCAL LAW AND BE APPROVED BY THE CITY 21.THE PROPOSED LOCATION OF ON-SITE CONSTRUCTION TRAILERS SHALL BE APPROVED BY THE COMMUNITY DEVELOPMENT DIRECTOR OR ENGINEER. (NPOES)PERMITS AS WARRANTED BASED ON THE NATURE OF DEVELOPMENT AND/OR ACTIVITY. PRINT NAME: DESIGNEE.A CASH BOND OF$1,000 SHALL BE REQUIRED FOR ANY CONSTRUCTION TRAILERS PLACED ON THE SITE AND USED DURING 51.PARKING LOT LANDSCAPING AREAS SHALL BE DESIGNED TO PROVIDE FOR TREATMENT,RETENTION OR INFILTRATION OF RUNOFF. 85.A SEISMIC STUDY SHALL BE PERFORMED ON THE SITE TO IDENTIFY ANY HIDDEN EARTHQUAKE FAULTS,LIQUEFACTION AND/OR SUBSIDENCE ZONES CONSTRUCTION.BONDS WILL BE RELEASED AFTER REMOVAL OF TRAILERS AND RESTORATION OF THE SITE TO AN ACCEPTABLE STATE, PRESENT ON-SITE A CERTIFIED LETTER FROM A REGISTERED GEOLOGIST OR GEOTECHNICAL ENGINEER SHALL BE SUBMITTED CONFIRMING THE ADDRESS: SUBJECT TO APPROVAL OF THE COMMUNITY DEVELOPMENT DIRECTOR OR DESIGNEE.SUCH TRAILER($)SHALL BE FULLY ON PRIVATE 52.PROJECT HARDSCAPE AREAS SHALL BE DESIGNED AND CONSTRUCTED TO PROVIDE FOR DRAINAGE INTO ADJACENT LANDSCAPE. ABSENCE OF THIS HAZARD PRIOR TO GRADING PERMIT.THE LOCATION OF FAULTS,ACTIVE OR INACTIVE SHALL BE SHOWN ON THE PLAN SETS. lm PROPERTY AND OUTSIDE THE PUBLIC RIGHT OF WAY. 53.PROJECT TRASH ENCLOSURE SHALL BE COVERED,BERMED,AND DESIGNED TO DIVERT DRAINAGE FROM ADJOINING PAVED AREAS AND 86.APPLICANT SHALL OBTAIN ALL NECESSARY OFF-SITE EASEMENTS AND/OR PERMITS FOR OFF-SITE GRADING AND THE APPLICANT SHALL ACCEPT REGULARLY MAINTAINED. DRAINAGE FROM THE ADJACENT PROPERTY OWNERS, PHONE NUMBER: 54.IF CEQA IDENTIFIES RESOURCES REQUIRING CLEAN WATER ACT SECTION 401 PERMITTING,THE APPLICANT SHALL OBTAIN CERTIFICATION BUILDING DIVISION 8].APPLICANT SHALL MITIGATE TO PREVENT ANY FLOODING AND/OR EROSION DOWNSTREAM CAUSED BY DEVELOPMENT OF THE SITE AND/OR DIVERSION THROUGH THE SANTA ANA REGIONAL WATER QUALITY CONTROL BOARD AND PROVIDE A COPY TO THE ENGINEERING DEPARTMENT. OF DRAINAGE. GENERAL CONDITIONS 55.ALL STORM DRAIN INLET FACILITIES SHALL BE APPROPRIATELY MARKED'ONLY RAIN IN THE STORM DRAIN"USING THE CITY AUTHORIZED 88 ALL NATURAL DRAINAGE TRAVERSING THE SITE(HISTORIC FLOW)SHALL BE CONVEYED THROUGH THE SITE IN A MANNER CONSISTENT WITH THE MARKER. HISTORIC FLOW OR TO ONE OR A COMBINATION OF THE FOLLOWING:TO A PUBLIC FACILITY;ACCEPTED BY ADJACENT PROPERTY OWNERS BY A LETTER ELECTRICAL CONSULTANT: S6.THE PROJECT SITE SHALL IMPLEMENT FULL TRASH CAPTURE METHODSIDEVICES APPROVED BY THE REGION WATER QUALITY CONTROL OF DRAINAGE ACCEPTANCE;OR CONVEYED TO A DRAINAGE EASEMENT AS APPROVED BY THE CITY ENGINEER. 22.FINAL BUILDING AND SAFETY CONDITIONS.FINAL BUILDING AND SAFETY CONDITIONS WILL BE ADDRESSED WHEN BUILDING CONSTRUCTION BOARD. PLANS ARE SUBMITTED TO BUILDING AND SAFETY FOR REVIEW.THESE CONDITIONS WILL BE BASED ON OCCUPANCY,USE,THE CALIFORNIA OWNER: � BUILDING CODE(CBC),AND RELATED CODES WHICH ARE ENFORCED AT THE TIME OF BUILDING PLAN SUBMITTAL. CONSTRUCTION PERMIT/CONSTRUCTION Su n G ri d 23.COMPLIANCE WITH CODE.ALL DESIGN COMPONENTS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE 2019 EDITION OF THE 89.APPLICANT SHALL EXECUTE AND SUBMIT GRADING AND EROSION CONTROL AGREEMENT,POST GRADING SECURITY AND PAY PERMIT FEES AS A Honeywell CALIFORNIA BUILDING,PLUMBING AND MECHANICAL CODES:2019 CALIFORNIA ELECTRICAL CODE;CALIFORNIA ADMINISTRATIVE CODE,2019 5].A STORM WATER POLLUTION PREVENTION PLAN(SWPPP)(AS REQUIRED BY THE NPDES GENERAL CONSTRUCTION PERMIT)AND COMPLIANCE CONDITION OF GRADING PERMIT ISSUANCE. ��Hecate Grid CALIFORNIA ENERGY CODES,2019 CALIFORNIA GREEN BUILDING STANDARDS,CALIFORNIA TITLE 26 DISABLED ACCESS REGULATIONS,AND WITH THE GREEN BUILDING CODE FOR SEDIMENT AND EROSION CONTROL ARE REQUIRED FOR THIS PROJECT. �� BEtter BOEr9yr0I tOA1DrfOW 0 � LAKE ELSINORE MUNICIPAL CODE. 58.PRIOR TO GRADING OR BUILDING PERMIT FOR CONSTRUCTION OR DEMOLITION AND/OR WEED ABATEMENT ACTIVITY,PROJECTS SUBJECT TO NAO GRADING SHALL BE PERFORMED WITHOUT FIRST HAVING OBTAINED A GRADING PERMIT.A GRADING PERMIT DOES NOT INCLUDE THE CONSTRUCTION COVERAGE UNDER THE NPDES GENERAL CONSTRUCTION PERMIT SHALL DEMONSTRATE THAT COMPLIANCE WITH THE PERMIT HAS BEEN OF RETAINING WALLS OR OTHER STRUCTURES FOR WHICH A BUILDING PERMIT IS REQUIRED. 24.GREEN MEASURES.THE APPLICATION SHALL PROVIDE 10%VOLUNTARY GREEN MEASURES ON THE PROJECT,AS STIPULATED BY THE 2019 OBTAINED BY PROVIDING A COPY OF THE NOTICE OF INTENT(NOI)SUBMITTED TO THE STATE WATER RESOURCES CONTROL BOARD AND A SUNGRID SOLUTIONS INC. HONEYWELL USA HECATE GRID LLC CALIFORNIA GREEN BUILDING STANDARDS. COPY OF THE NOTIFICATION OF THE ISSUANCE OF A WASTE DISCHARGE IDENTIFICATION(WDID)NUMBER OR OTHER PROOF OF FILING TO THE ERSC 8/15/23 MB www.sungridsolutions.com www.honeywell.com www.hecateenergy.com SATISFACTION OF THE CITY ENGINEER.A COPY OF THE SWPPP SHALL BE KEPT AT THE PROJECT SITE,UPDATED,AND BE AVAILABLE FOR sun g REVIEW UPON 15 REQUEST. Cambridae,ON N1S 5C3 Charlotte,NC 28202 Chicago,IL 60661 MARK REVISIONS APPR. DATE ITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CTHESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ITY AND AND STATE LAWS PREPARED BY: pROFESSIO C+� E SHEE NUMBERQ AND HAVE BEEN FOUND ACCEPTABLE ��`��P�LEN w �y COVER 11 PERMIT N0.ENG-2023-00068 1 2 1. ® Stantec z m DRAWING UMB 38 TECHNOLOGY DRIVE,SUITE 100 Na.59808 SCALE: USP-021549-ORTEGA-ESC-GEN-002 OF 17 RVINE,CA 92618 * E.n 12iJvu BENCH MARK: SHEETS 9.923.6000 stantec.com PLEASE SEE SURVEYOR'S NOTE REMON HABIB,RCE No.83156 DATE Jlq ��Q NTS ORTEGA BESS PROJECT No. lF IL E� ON CIVIL TITLE SHEEP. CITY ENGINEER _ _ Y�� DATE: L22 AKE ELSINORE, CALIFORNIABESS 185805133 CITY OF LAKE ELSINORE DALE N R.C.E.59808 (EXP.12/31/24) 07/17/2023 LAKE ELSINORE,C 1 07 17 2023 PREFABRICATED CULVERT INFORMATION ADDED ON PLANS. G x 1318,E --- -------------------------- ---------------------------------- N 2194159 8643 ---- -- — —- 129 '. % // 6 ,6z- -- 77ZS - $ _ -- ---- --- _- - _.-Ej-_ \' _ 2]-� 157. 961 N=2194158 957T_.--- ` ' !.;; - --- - � � � � � � � � _ _ 62 � EN�21941563957 3 712.E j 0 ONSITE LANDSCAPE PER - 1 ` "� _ �` - E=6233720.7191 LANDSCAPE PLAN .`.`.` 1TE ACCESS'ROAD ROJECT MV SW \ PERMIT NUMBER `,' \� f -, LAND=�02I1-{�(�(TYP 1�` --=` - • ' �. c T 2R 7RMITNUJMBERITCWN .. 4134.113 103Z, NEW VEH.LE GATE. �. Q �\ x 9 5 _ 52.1' N g23359_]095E 359 PAD MOUNTED 6 o 23367 E 6 44 GRAVEL 1� SWITCH GEAR PER '•� �/ E-6233613.4348 � UXILIARY ��/" -- PERMIT NUMBER GRAVEL EQUIPMENT AREA � 9g. BLDG-2023-00329 1 ��i 623658..54�56 /ate, 9y, SCE SWITCH POLE PER I L TRI DRAWINGS SCE METER RISER POLE��/ate, PERMIT NUMBER 7 CTAIP POLE ER X 1�96 j ]e, PE ELECT I L DRA I GS 'W BLDG 2023 00329� PE MIT NUMBER BLDG-2023-00329 (TYP)0 ��Q"'15, \ �_" N-2194097.0549 SCE RECLOSER POLE PE E 6233851.1078 ._\'... ELECTRICAL DRAWINGS P RUT XIJM§�� BLDG-2023-00329 (TYP)� R v PER ELECTRICAL D WING OFFSITE STREET WIDENING O p0 I U B R ��II IMPROVEMENT PER EPARATE 1�� - GRAVEL PERMIT EIPC-2C23- 003A� GRAVEL s °I BLDG-2023-0032 I (TYP 0 - s N=2194096.7726 BATTERY CONTAINER PER °\�\`. "�`. o, \ ELECTRICAL. DRA WING E=6233843.1621 ATT NTA P M E N=2194034.5774 Y CO - �O �............. i/ x x P ELECTRIC BLDG-2023-00329 (TYP)� E=6233842.3804 I WIN r UM.B R � DG 2023 0032Q.. GRAVEL . . in.'. 2194019.1128 E 6233857.8260 . . . . . . . . . . . . . . . . . . . . . . . . . . . N 2194034.3 8 X 12974 \ - a - E 6233743. 13 N=219 18.8358 L y1 _ SI LA D A N \ /1 __ __ - =LL-,•LLLLLL•LL: - ,�0, _ _ _ - 748.7222 LANDSCAPE PLAN E 6 3 _ _- \ LANDSCAPE P LL PERMIT NUMBER o PERMIT NUMBS LAND-2023-0008 TYP) 7 x LAND-20, 0008 (TyP — — — — DSCAPE PLAN II— \ 4, _ PERMIT NUMBER — —LL-�O•- — — — — — — — - - ND )23-0008 0 - o- GRAPHIC SCALE \ \ / 20 0 20 40 80 O x 9 , ( IN FEET 1 \ . 1 inch = 20 ft. x N=2193959.3429 0 LEGEND: \ E=6233642.6374 PROPERTY 95 7 I X 1296,7 / JOIWDAYULIGHT GHT LINE 1 , I / � — — — — — — — — — EASEMENT 0 \ \ \ \\ -2193934.2089 / o E=6233634.9732 7J(� 1295.0 PROPOSED CONTOUR LINE EXISTING CONTOUR LINE ?4� 0 2� NEW CMU WALL 5 7 4 I I x V-3 �r O O NEW FENCE ^`` •�� 9� I I - SITE ACCESS ROAD \�I \ e OL ?22 \ \\ \ PREFABRICATED BRIDGE NEW CONCRETE PAVEMENT I NEW LANDSCAPE AREA X GRAVEL NEW GRAVEL SURFACE \ oZ-1� o I PROPERTY LINE =I NEW AC PAVEMENT � u� r❑ I AUXILARVE0 UIPMENT PER ELECTRICAL DRAWINGS BATTERY CONTAINER PER ELECTRICAL DRAWINGS \ i /-- ___ \ ,%•�`J\ *`\A\ '\ \� � � FIRE HvORANr ERSC 8/15/23 MB V �� X 129X MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: vl APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS pROFESSI CI E SHEE NUMBER Q AND HAVE BEEN FOUND ACCEPTABLE PLLENT BESS SITE PLAN PERMIT NO.ENG-2023-00068 t 3 Stantec zm DRAWING UMB Q 38 TECHNOLOGY DRIVE,SUITE 100 USP-021549-ORTEGA-ESC-DWG-002 OF �� 0 IRVINE,CA 92618 No.S96De SCALE: BENCH MARK: SHEETS 949.923.6000 stantec.com �*^ 12/31/24 s P 1"=20' PLEASE SEE SURVEYOR'S NOTE REMONGWEER CE No.83156 DATE l9/F Off v�� ON CIVIL TITLE SHEET. �RTEGA BESS PROJECT No. CITY 55� I DATE: 22.5MWt85.96MWh BESS 185805133 1 07 17 2023 PREFABRICATED CULVERT INFORMATION ADDED ON PLANS. CITY OF LAKE ELSINORE DALE A WATSON R.C.E.59808 (EXP.12/31/24) 07/17/2023 LAKE ELSINORE,CALIFORNIA x 1318,6 \ --- �_ 96.71' (96.6 R ;. 57. 4' (57.8 ;- - - 458.1 (4 8. 2 --- ----- --- --- --- - —F. --------------------------------------- = _ 2 0 5 ----------- j ( 3.22 R1) O y 3: cared - SE CHED NOT PD. EST �� '` � �� BY ECORD PER R1. - �'v 9 ,5 c� y:�o - A x 1295,3 x 1296,5 \ �� G \`� PRIVATE VP�\ STORM DR��6 PARCEL A x 12 \ s0\ EASEMENT, \PARCEL 1 \ RESERVED 1 PER R1 H 3098 x 296, 5 \ ��`� V PMB�25/4-6 00 \ \ AP 77�2oo-OL5 I V LOT A \ A \ 0' 2 V P 3098 225\ 6 \ \ x x 1295,7 1296,7 V v - - S 6'yRM D S89°51'16"W 155.19' (155.00' 1) V \ x 1297,4 LEGEND: \ A �I I ';�DE I/ �\ /. PROPERTY LINE \ �/'Ty �1 Ar\ E -HED, NOT RD. EASEMENT ` - ':�� S ARCHED NOT FD. EST EXISTING CONTOUR LINE ^ -- Y ;,A Y RECORD PER R1. 1. 5' ORE 4 4,3 `�\ Oo � — — — — — — — — — — — — — — ,AA 1n \x 9 \ Q `CBS, GRAPHIC SCALE 20 0 20 40 80 x 1296,7 P RCEL B ' x 1295,7 N o A` \, SEARCHED, OT FD. EST N PRIVATE IN 1 inch 0 n FEET � \ .,A Y PRORAT ON PER R1. PARCEL 2 DRAINA �B w I EASEM PM 30985 x 1297,5 RESE 4 x PMB 225/4-6 EASEMENTS: �, 0 PN 377-200-046 PER EASEMENT DESIGNATIONS ARE REFERENCED FROM ALTA/NSPS LAND TITLE SURVEY DATED FEBRUARY 8,2 0L \ I I I I - \ � ' \ \ o l: SEAR ED, OEASEMENT(S)FOR THE PURPOSE(S)SHOWN BELOW AND RIGHTS INCIDENTAL THERETO,AS GRANTED IN 0 ENT�\`,\� 12 6 B �CQR GRANTED TO: STATE OF CALIFORNIA I RECORDING DATE:SEPTEMBER 16, 1982 \ I RECORDING NO.: 160652,OFFICIAL RECORDS AFFECTS:THE EAST 10 FEET OF SAID LAND X 1 1, �= A 4O EASEMENT(S)FOR THE PURPOSE(S)SHOWN BELOW AND RIGHTS INCIDENTAL THERETO,AS GRANTED IN A DOCUMENT: GRANTED TO: SLOPE AND DRAINAGE I RECORDING DATE:JANUARY 19, 1989 \ �� O> RECORDING NO.: 18271, OFFICIAL RECORDS S E NOT D. AFFECTS:AS DESCRIBED THEREIN EASEMENT(S)FOR THE PURPOSE(S)SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS DELINEATED OR AS OFFERED FOR \ S, LOT B DEDICATION,ON THE MAP OF SAID TRACT/PLAT; i PURPOSE: PRIVATE DRAINAGE EASEMENT FOR CROSS PANEL DRAINAGE AND PRIVATE STORM DRAIN \ Q� *. \� ' U AFFECTS:AS SHOWN ON SAID MAP Q A V �� RECORDING NO.:IN BOOK 225, PAGES 4-6 OF PARCEL MAPS C� _ PURPOSE:STORM DRAIN ERSC 8/15/23 MB MB 225 4 6 �� A \ x i AFFECTS:A PORTION OF PARCEL 1 OF PARCEL MAP 30985 \ !� \\ ] MARK REVISIONS APPR. DATE APPROPR APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CNS HAVE BEEN REVIEWED FOR COMPLIANCE ITY AND STATE LAWS ITH THE PREPARED BY: pROFESSIO Cl E SHEE NUMBERQ AND HAVE BEEN FOUND ACCEPTABLE ��`��PLLEN w��y EXISTING CONDITION PERMIT NO.ENG-2023-00068 1 4 ® Stantec z m DRAWING UMB 38 TECHNOLOGY DRIVE,SUITE 100 Na.sseoa SCALE: USP-021549-ORTEGA-ESC-DWG-003 OF 17 RVINE,CA 92618 * s 3 24 BENCH MARK: SHEETS 9.923.6000 stantec.com PLEASE SEE SURVEYOR'S NOTE REMON HABIB,RCE No.83156 DATE Jlq ��Q 1"=20' ORTEGA BESS PROJECT No. lF '� E� ON CIVIL TITLE SHEET. CITY ENGINEER _ _ V V� DATE: 22.5MWI85.96MWh BESS 185805133 CITY OF LAKE ELSINORE DALE N R.C.E.59808 (EXP.12/31/24) 07/17/2023 LAKE ELSINORE,CALIFORNIA ZlN, 1 07 17 2023 PREFABRICATED CULVERT INFORMATION ADDED ON PLANS. 4.5"ASPHALT CONCRETE 9"AGGREGATE SURFACING COMPACTED TO 95% MODIFIED MAXIMUM DRY DENSITY (ASTM D1557) PER GEOTECHNICAL EXISTING FG/ PROPOSED FG REPORT. WIDTH AS SHOWN ON GRADING AND SITE PLAN EXISTING FG / PROPOSED FG I I1 I I 000 o o o o o o o o o o I 11- o�bo�bo�bo�bo�bo�bo�bo�bo�bo�bo�bo�bo 1IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII—III- 8"AGGREGATE BASE SHOULD CONFORM TO III III III III III IIIIIIIIIIIIIII—III III CLASS 2 AGGREGATE BASE IN ACCORDANCE TO CALTRANS STANDARD SPECIFICATIONS UPPER 12"OF SUBGRADE SOIL SHOULD BE SCARIFIED, UPPER 12"OF SUBGRADE SOIL SHOULD BE SCARIFIED, MOISTURE MOISTURE CONDITION TO SLIGHTLY ABOVE THE OPTIMUM CONDITION TO SLIGHTLY ABOVE THE OPTIMUM MOISTURE CONTENT, ACCESS ROAD DETAIL MOISTURE CONTENT,AND RECOMPACTED TO A DRY AND RECOMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE A DENSITY OF AT LEAST 95% OF THE LABORATORY MAXIMUM. LABORATORY MAXIMUM. BASE MATERIAL SHOULD ALSO BE PREPARED PER RECOMMENDATIONS IN GEOTECHNICAL REPORT. NOT TO SCALE AC PAVEMENT SECTION DETAIL B NOT TO SCALE -N1 Lit If 24.0'WIDE F.O.W 22.33'CLEAR INSIDE CURBFACE-TO-CURBFACE [1295 300 1300 II 'k Ili Mp . .. . . ._ .:.,.:..... ._ ._ 1295 Rug 1290 - - - g E ArF-- - - - - - - - - - - - - - - - - - 1290 y 1 29. 8IN 1285 1285 A RISE PREFABRICATED CONCRETE CULVERT WITH WINGWALLS DETAIL c TYPICAL SECTION PREFAB CONCRETE CULVERT AND ROADWAY p NOT TO SCALE NOT TO SCALE Q C ERSC 8/15/23 MB THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE MARK REVISIONS APPR. DATE APPROPRI TE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS PREPARED BY: ITH THE pROFESSIO C� E SHEE NUMBERQ AND HAVE BEEN FOUND ACCEPTABLE �� p�I.EN w�c ROAD SECTION&CULVERT DETAIL PERMIT NO.ENG-2023-00088 1 ® Stantec oz UMB 5 DRAWING 38 TECHNOLOGY DRIVE,SUITE 100 Na.59808 SCALE: USP-021549-ORTEGA-ESC-DWG-004 OF 17 RVINE,CA 92618 * s 3 z< BENCH MARK: SHEETS 9.923.6000 stantec.com PLEASE SEE SURVEYOR'S NOTE REMON HABIB,RCE No.83156 DATE Jlq NTS ORTEGA BESS PROJECT No. lF E� ON CIVIL TITLE SHEET. CITY ENGINEER _ _ V�� DATE: 22.5~85.96MI BESS 185805133 CITY OF LAKE ELSINORE DALE N R.C.E.59808 (EXP.12/31/24) 07/17/2023 LAKE ELSINORE,CALIFORNIA - 1 07 17 2023 PREFABRICATED CULVERT INFORMATION ADDED ON PLANS. TRA C T _ o � 96.71' 96.6 � � ° __ _ 1�9 _ __ � I 9 - C��' - — — — — — — — — T_ u _ PERMIT NUMB ER 1 •.. _ D-zn23--tfo66 1294.42 MAX • - FSils z� 7 N l ° SLOPE I, r�A �.. P? S 1296.7 a o 7 ° F /ham cOppp 1 MAX SLOPE �� N ro 1 FS O FS o 1 E� ' AUXILIARY EQUIPMENT ❑ / ".'�,.: .' -VATE AREA(TYP) VAR�E.,.:�. A �J��O" SCE PAD-MOUNTEfr °I• _ '—PROJECT MV SWITCH GEAR 'A_ I \ � STORM DRAIN GRAVEL �p " PE I 3 `� p P E C L D WINGS �O�J�� TPERMIT NUM 1-C.'. _ ASEMEN T, �` ;` LDG- E3 3-00329 (TYP) SCE SWITCH POLE PER .` ' �fon� 1 PE M '�'` -' E S E R V E D PADP�\A L roc 2023 oo32s (TYP 1 a s •, •, } Pfl'B. 5," Y =23- 329 "`-'`��° .7 OR E AP ,OLE WINGS U BE X 7�� _ pl �s� O'I• SCE METER RISER POLE DG-2Q23 1 T \ H 10 P fT M A :37 .2QQ. PE BL G-2 23- 03 9 y0 BLD �0H 4 H 0H>_ 0 3:1 MAX OPT A A SCE RECLOSER POLE PER� Q 2 T G� PAD C R� PERMIT NUMBER p � .\i�\u, BLDG-2023-00329 (TYP)� JJJ LL I FFSITE STREET ENING ,� � ��\ ��, GRAVEL \ GRAVEL IIaPROVEMENT PER 1 P 9 ��, PE MIT EIPC-2023-2EPARATE 003 BATTERY CONTAINER PER I p �s CT I G �4 �? TTERY Cb AINER FO �° PE MT NUM ER 4 PE IT NUMB- BLDG 2023 00329 (TY%L ° �� ` ��•`` BLD 23-00 �TYP ...... 1 LL1296.95• LEGEND: � LLLLLL •`,'.`„'. -�-='`''_.-r`•.LL.•.`. -1Xf9 A:.' FS `. PROPERTY E JOINIDAYLIGHTLINE LARY EQUIP NT EASEMENT \ \ L.�'.'.'.'.'. . LLLL LL AREA�(N T P) ARCHED NOT FD T E LAN SC PING PER LANDS CAPE PLAN ARCEC�L��YE E CH D, NOT FD 12950 ES PERMIT NUMBER PROPOSED CONTOUR LINE _ SIT N . E _ _ RECORD PER R l. LAND-2023-0008 (TYP) 1. 5' Y EXISTING CONTOUR LIE -- \ \ ` - LANDSCAPE P N -LL- -LL.LL. . . LL I 1� . . . NEW CMU WALL -__ PERMIT NUMBE `- •`-' LL ��- — — I NEWW�FENCE LAND 2023-0008 (TYP) o - -LL - - — I / LL. - - -- � ' -- — . . . . . . `1 SITE ACCESS ROAD O Si LANSCAPN .`.'.`.' { 4, PE LANSCAPE PLAN 0�. .�. .�. — — — — — — — — PREFABRICATED BRIDGE PERMIT NUMBER . Q4'. NEW CONCRETE PAVEMENT '� 1'�NxOOOO 1' `,y� LA 2023-01,01,am NEW LANDSCAPE AREA '�P >� ' `r `. .J GRADING DAYLIGHT 7 I _ X 1 9 S,\N '\d6 NEW 8' CMU WALL, 0 \ LL`LL'�' LINE (TYP) N GRAVEL \ `� SINGLE BOTTOM BLOCK OF CMU 'LL �.�� t NEW GRAVEL SURFACE 9 �\\� �-i-�- X 1 EVERY 50' FOR DRAINAGE r � I N O I NEW AC PAVEMENT \ �` FG 9 AUXRARY EQUIPMENT PER ELECTRICAL DRAWINGS 7 ` - \ 95, X 72" E� / N / - `fG I P RCEL B SEARCHED, OT ED. EST N PRIVATE \ BATTERY CONTAINER PER ELECTRICAL DRAWINGS \ \`\ Y PRO RAT O N PER R 1, I P i\R C'C 'L D R A I N A /: , / / // W IAA E nL Q �J(� r� //j o FIRE HYDRANT \ \ �� PIVI 30985 X �C 7�,5 EASEM '©LO ^ I X (L� O,/ O Y RES E o � li CONSTRUCTION NOTES: \ O EXISTI G UNDERGROUND I y',PN 377-200-046 PER Al P �7 / N CT S R TI D L 0 S ES-DWG- 4 1�,S, �� \ DRANA CULVERT (CMP) / I _ SEAR ED, 2 INSTALL PREFABRICATED CONCRETE CULVERT WITH WING WALLS BY CONTECH,0-SERIES, 15'SPAN X 3'-2 3/4"RISE.SEE SECTION C-C AND D-D ON SHEET ESC-DWG-004, \ \ 1 DETAILS ON SHEET ESC-DWG-005 THRU 013. INSTALL NEW 8'HIGH SECURITY FENCE ER LANDSCAPE DRAWING 1� 7 7 4 INSTALL NEW 8'HIGH CONCRETE CMU WALL PER LANDSCAPE DRAWING X 1 1' 5 INSTALL 24'WIDE SWING VEHICULAR GATE PER LANDSCAPE DRAWING \ SAP I 6 REMOVE AND DISPOSE OF EXISTING AC BERM �� PROPERTY LINE ° ] 'n 7 CONSTRUCT AC PAVEMENT WITH 4.5"AC OVER 8"AB,SEE DETAIL B ON SHEET S E NOT D. 6'° ESC- G-004 FOR PAVEMENT SECTION .°`� I RAPHIC SCALE DW *PAD ELEVATION NOTES: LOT R ��O 20 0 20 40 �� PAD OF BATTERY STORAGE FOUNDATIONS OR TRANSFORMER FOUNDATIONS ELEVATION SHALL BE SET 18"ABOVE THE HIGHEST FINISHED GRADE AROUND SAID FOUNDATION. FEMA FIRMETTE MAP IN FEET ) I NO.06065C2037G INDICATED THAT THE AREA IS WITHIN THE FLOOD ZONE X. �' \,�\\ 1 Ch = 20 ft. NOTE TO CONTRACTOR: G \ pj X 129 7 = CONTRACTOR TO COMPLY WITH STREAMBED ALTERATION AGREEMENT EPIMS-RIV-33471-R6 AT BRIDGE CROSSING 0 ER$C 8/15/23 MBTHESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ITH THE MARK REVISIONS APPR. DATE APPROPRIATE CONDITIONS OF DEVELOPMENT AND OR CITY AND STATE LAWS PREPARED BY: pROFESSIO CI E SHEE NUMBER 0 AND HAVE BEEN FOUND ACCEPTABLE �� pELEN w�c GRADING AND DRAINAGE PLAN PERMIT NO.ENG-2023-00068 1 ® Stantec oz DRAWING UMB _ 38 TECHNOLOGY DRIVE,SUITE 100 N°.sssoa SCALE: USP-021549-ORTEGA-ESC-PLN-001 OF RVINE,CA 92618 * s 3 z< BENCH MARK: SHEETS 9.923.6000 stantec.com PLEASE SEE SURVEYOR'S NOTE REMON HABIB,RCE No.83156 DATE 'rlA ° ��Q 1"=20' ORTEGA BESS PROJECT No. lF E� ON CIVIL TITLE SHEET. CITY ENGINEER _ _ Y DATE: 22.5MWI85.96MWh BESS 185805133 CITY OF LAKE ELSINORE DALE N R.C.E.59808 (EXP.12/31/24) 07/17/2023 LAKE ELSINORE,CALIFORNIA - 1 07 17 2023 PREFABRICATED CULVERT INFORMATION ADDED ON PLANS. x 1318,6 -- --_ -- __ 0 96.71' (96.6 R 57. 4' (57.8 --- ---- -- - - -,458.1 (4 8. 2 - - - -- -- _-------------------- LANDSCAPE PLAN goy � PERMIT NUMBER ` - ROJECT WV SWITCH GEAR TRI L DRAWINGS L9G-P�23--Ow_Ta_9Q N — '� �. x L ,p �o NEW VEM��`•.0 'VA �. � .LE TE NYC 9 ,S ,�� '� Q•�' '` , • 2q ry -\ GRAVEL �� -- MOUNTED SF6 � �;�� ,•, o o ❑o❑ ,fie UXILIARY PLRMI RI NAL MEE INGS 03 �� \ o �• PAR�EI� A \�—_. '.', ❑o D o o❑ "`, N 1. BLDG-2023-00329 f GRAVEL EQUIPMENT AREA \ - OODDO VAR L 0 �m SCE SWITCH POLE PqR p �; O° "� II_ E TAP POLE pER „ E oa 3p Y CE METER RISER POLE��/M ELEC R L D WING X 1296, P= Y� 225`:. PE ELE RI L W GS 'W��o P RMIT NUM E p MI NUMB R`, o \ P RMI U ER "�� BLDG-2023-00329 BL G-2 3- 03 9 .. .� A :'37.N20o BLDG-2023-00329 (TYP \ SCE RECLOSER POLE PERT_" Z�MEAD 0,` 2 EXISTI G PAVEMENT j�9� *� MV LINE PER ".••\ ELE RICA D G IIX 7 \. P IT UMB R T \ L5/ - -\ GRAVEL BL13-2023-00329 (NP)Q EROSION CONTROL LEGEND: �� x GRAVEL 00�000 NEW SANDBAG/GRAVEL BAG °� � � ATfERY CONTAINER PER ® D STABIL¢EDCONSrnucnoNE CEIExITTO1 `�� ✓Q-�� . �i)`I% TAINER. PE MI NU ME III ...III }` %^?•_,�__,_ PE tT C CM R N BLDG-2023-00329 TYP GENENRAL RUNOFF DIRECTION \ S EROSION CONTROL NOTES: O'S1M D A 1� �s 100 INSTALL CONCRETE WASHOUT PER CASQA BMP WM-8,SEE DETAIL E. �D\ D; 101 B ON SHEET ESC-PLN-003 _ E C H E D, N O T `D. 101 INSTALL GRAVEL BAG BARRIER PER DETAIL A ON SHEET ESC-PLN-003 \ LL. �LL` LL. S ARCHED NOT ED. EST '� �" 1 NSITE LANDSCAPING PE CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE/EXIT PER s --- J� y. — _ _ Y RECORD PER R 1. LANDSCAPE PLAN 7 1 cJ' Y C CASQA BMP TC-1 �f \ j� OR :_..... �'LL .`.`.`. .`.`.`' BLDG PERMIT NUMBER O 08 (TYP) o 0 INSTALL CHECK DAM PER CASQA BMP SE-4 J �` _ 1 7x 04 DESIGNATED MATERIAL DELIVERY AND STORAGE AREA PER CASQA!WM=1� ��A SITE LIGHTING PER •LL �` 4 L- 0 DESIGNATED STOCKPILE MANAGEMENT AREA PER CASQA WM-3 �/'\ LANDSCAPE PLAN LL'LL,�� \ YO m PERMIT NUMBER `. \ — — — — — — — — — 108 DESIGNATED SOLID WASTE MANAGEMENT AREA PER CASQA WM-5 \ 4 3 ND-2023-0008 (TYP) -_•.a0�,_ - `0��' 101 — — — — — — — — 10 INSTALL TEMPORARY POTABLE SANITARY AND SEPTIC WASTE SYSTEM PER WM-9 LEGEND: ` \ . a LL s PROPERTY LINE x JOINIDAYUGHT LINE ONSITE NDSCA ING PE_ _ 1°` EASEMENT X 1 ': s.LANDSCA LAND- 23RM0008U TYP . — 1295.0 PROPOSED CONTOUR LINE EXISTING CONTOUR LINE ` \ x 12 95 I X 1296,7 m NEW CMU WALL IL•/ K(V- �L•J[ N �' a O NEW FENCE \ \ \- SEARCHED, OT LID. EST N PRIVATE / ,PY PP_PA- N PER R1.O PARCEL 2 EASEM Rq o, SITE ACCESS ROAD \\ \, A Pm 30985 x 1297,5 EASEM 4 X 6 PREFABRICATED BRIDGE NEW CONCRETE PA ENT ,\ O \ \ P M E 2 2 5/4—6 R E S E 0 �,'� PER //�+)` PN 377-200-046 ,I , NEW LANDSCAPE AREA O / I C E I K;,�I A R E D, z SCE I P'\E 22254755 GRAVEL NEW GRAVEL SURFACE NEW AC PAVEMENT 1129 PROPERTY LINE \ ONSTRUCT TEMPORARY STABILIZED CONSTRUCTIOI �^ x 1 1, ENTRANCE/EXIT PER ASQA BMP TC-1 IJ ABA--EQUIPMENT PER ELECTRICAL DRAWINGS \ \ I I BATTERY CONTAINER PER ELECTRICAL DRAWINGS E NOT D. RAPHIC SCALE FIRE HYDRANT 0 \ 20 0 20 ¢0 80 NOTE TO CONTRACTOR: EX QQ��NN��ER �� N �ELr L� X CONTRACTOR TO COMPLY WITH STREAMBED ALTERATION DRA1CsE'CULVERT (CMP �_� '��` 3��, 1 (,ch = � I� AGREEMENT EPIMS-RIV-33471-R6 AT BRIDGE CROSSING ERSC H�15�23 MB .��/�. �' �j ,�� X g29it' 1 b' MARK REVISIONS APPR. DATE APPROPRI TE CONDITIONS OF DEVELOPMENT AND/OR CTHESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ITY AND STATE LAWS PREPARED BY: ITH THE pROFESSIO CI E SHEE NUMBER 0 AND HAVE BEEN FOUND ACCEPTABLE ��a�LEN w�� EROSION CONTROL PLAN PERMIT NO.ENG-2023-00088 1 7 ® Stantec z m DRAWING UMB _ 38 TECHNOLOGY DRIVE,SUITE 100 Na.59e08 SCALE: USP-021549-ORTEGA-ESC-PLN-002 OF RVINE,CA 92618 * s 3 24 BENCH MARK: SHEETS 9.923.6000 stantec.com PLEASE SEE SURVEYOR'S NOTE REMON HABIB,ACE No.83156 DATE Jlq c ��Q 1"=20' ORTEGA BESS PROJECT No. lF 'L E� ON CIVIL TITLE SHEET. CITY ENGINEER _ _ Y�� DATE: 22.5MWI85.96MWh BESS 185805133 CITY OF LAKE ELSINORE DALE N R.C.E.59808 (EXP.12/31/24) 07/17/2023 LAKE ELSINORE,CALIFORNIA 1 07 17 2023 PREFABRICATED CULVERT INFORMATION ADDED ON PLANS. 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(BMP'S),AND STANDARDS OUTLINED WITHIN THE LAKE ELSINORE DESIGN MANUAL 2. THE DEVELOPEWCONTRACTOR IS RESPONSIBLE FOR ANY DISCHARGES BY SUBCONTRACTORS. 3 IN CASE NUMBER).F EMERGENCY,CALL JAY DAVIDSON(RESPONSIBLE PERSON)AT 832-488-8590(24-HOUR PHONE Concrete Waste Management W M`8 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 MIN EXPOSURE TIME OF DISTURBED SOIL AREAS THROUGH PHASING AND SCHEDULING OF GRADING AND THE ——'+ ———— ti ti USE OF TEMPORARY AND PERMANENT SOIL STABILIZATION. 6. ONCE DISTURBED,GRADED SLOPES EXCEEDING A 3:1 RATIO ANDIOR TEN(10)FEET IN HEIGHT g� D (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 . . STAKE DISTURBANCE AND WITHIN 7-DAYS OF COMPLETION. (TYP) k 7. FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF THE SLOPE AT THE . 1 CONCLUSION OF EACH WORKING DAY. B SECTION ' 8. THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE SIGNS POSTED ON THE SITE TO WARN AGAINST 1/1 — PUBLIC TRESPASS INTO AREAS WHERE WATER IS IMPOUNDED. w ` 1/8 D I A. 4" 9. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. Q STEEL WIRE 10.PLACEMENT OF DEVICES TO REDUCE EROSION DAMAGE WITHIN THE DEVELOPMENT SHALL BE SHOWN i ON THE APPROVED PLAN. 11.DESILTING FACILITIES AT ALL DRAINAGE INLETS FOR THE GRADED SITE SHALL BE DESIGNED FOR A STAPLE DETAIL �y `' Lei' ,+t y'y��yy TWENTY-FIVE(25)YEAR,SIX(6)HOUR STORM INTENSITY.THEY MUST BE DETAILED ON THE PLANS. 3" MIN, OP`Ehl IXG RE EM DESIGN AND SPECIFIC RECOMMENDATIONS SHALL BE SUBMITTED FOR THE FOLLOWING: a)DESILTING BASIN VOLUME BASED ON GRADIENT AND NATURE OF SOILS. �� __ BAGS TOP WNV b)THE EXTENT OF ALL GRADED AREAS AND IDENTIFICATION OF ANY TEMPORARY SOIL STABILIZATION — MEASURES. c)SIZE OF DESILTING BASIN OUTLET PIPE AND OVERFLOW. STRAW BALE d)DIKE REQUIREMENTS.SHOW MINIMUM WALL WIDTH,SLOPE OF WALLS,PERCENT COMPACTION,ETC. 1 C MIL (TYP) PLYWOOD e)OUTLET CONDITIONS FROM THE DESILTING BASIN SHALL NOT EXCEED DOWNSTREAM LIMITATIONS, PLASTIC LINING PLAN 48" k 24°' WITH THE EXCEPTION OF OVERFLOW,WHICH IS TO BE DESIGNED TO PROVIDE CAPACITY OF 1.5 TIMES PAINTED WHITE THE MAXIMUM DESIGN FLOW. NOT TO SCALE �t- 12.NECESSARY MATERIALS SHALL BE AVAILABLE ON-SITE AND AT CONVENIENT LOCATIONS TO FACILITATE TYPE "ABOVE GRADE" RAPID CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL WITH STRAW BALES BLACK LETTERS MEASURES WHEN A 50%CHANCE OR GREATER OF RAIN WITHIN A 48 HOUR PERIOD IS FORECAST FOR CONCRETE a B HEIGHT ' LAKE ELSINORE BY THE NATIONAL OCEANIC AND ATMOSPHERIC AGENCY(NOAA). WASKO 13,BMP'S SHALL BE MAINTAINED AND INSPECTED DAILY TO MINIMIZE AND/OR PREVENT THE ENTRAINMENT O ROE LAG 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 3' WOOD POST DAY WHEN THE FOUR(4)DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT(40%). 14 BERMS,AFTER AONSI ET PUBLICLDRANSCANDEPIPES,DRAINSTED SILT AND DEBRIS AND PIPESS OFLL BE ADJACENTOVED FROM PROPERTIESHECKAND 3 3" X 3" X 8' TYPICAL SANDBAG/GRAVEL BAG DETAIL DESILTING BASINS AND THE BASINS PUMPED DRY.ANY GRADED SLOPE BMP'S DAMAGED DURING A NTS - RAINSTORM SHALL ALSO BE IMMEDIATELY REPAIRED.FAILURE TO PROVIDE EFFECTIVE MAINTENANCE MAY RESULT IN PENALTIES. CONCRETE WASHOUT 15.DISCHARGING OF CONTAMINATED SOILS VIA SURFACE EROSION IS PROHIBITED. SIGN DETAIL 16.CONSTRUCTION ACCESS POINTS SHALL BE STABILIZED WITH A COMBINATION OF ROCK AND SHAKER (OR EQUIVALENT) PLATES YEAR-ROUND TO PREVENT TRACK-OUT,ROUTINE STREET SWEEPING SHALL BE PERFORMED ON ALL PAVED STREETS WHERE TRACKING IS OBSERVED.VACUUM SWEEPERS SHALL BE USED WHEN STREET SWEEPING BECOMES INEFFECTIVE. STAPLES (2 PER BALE) 10 4NG BINDING WIRE PLA -STRAW BALE WOO NOTES NATIVE MATERIAL METAL STAKES (OPTIONAL) (2 PER BALE) 1. ACTUAL LAYOUT DETERMINED IN FIELD. SECTION 13—B 2. THE CONCRETE WASHOUT SIGN NOT TO SCF.LE SHALL BE INSTALLED WITHIN 30 FT. OF THE TEMPORARY CONCRETE WASHOUT FACILITY. CONCRETE WASHOUT DETAIL (CASQA WM-8) NTS k ERSC 8/15/23 MB THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE MARK REVISIONS APPR. DATE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS ITH THE PREPARED BY: pgOFESSlO,yq� CI E SHEE UMBER AND HAVE BEEN FOUND ACCEPTABLE �`��P�LEN k'9 �� EROSION CONTROL NOTES AND DETAIL PERMIT NO.ENG-2023-00068 1 8 5 Stantec z m DRAWING UMB 38 TECHNOLOGY DRIVE,SUITE 100 Na.sseoa SCALE: USP-021549-ORTEGA-ESC-PLN-003 OF 2i RVINE,CA 92618 * s 3 24 BENCH MARK: SHEETS 9.923.6000 stantec.com PLEASE SEE SURVEYOR'S NOTE REMON HABIB,RCE No.83156 DATE Jlq Q NTS ORTEGA BESS PROJECT No. lF E� ON CIVIL TITLE SHEET. CITY ENGINEER _ _ V�� DATE: 22.5MWI85.96MWh BESS 185805133 CITY OF LAKE ELSINORE DALE N R.C.E.59808 (EXP.12/31/24) 07/17/2023 LAKE ELSINORE,CALIFORNIA — 1 07 17 2023 PREFABRICATED CULVERT INFORMATION ADDED ON PLANS. PROJECT SUMMARY LOCAL BRIDGE Andrew CON/SPAN O Series DYO •NAME=Andrew Runk •EMAIL=Andrew.Runk@conteches.00m •PHONE NUMBER=303-241-8154 Ortega Bess Culvert STRUCTURE DETAILS •SPAN=15'-0" •PRECAST RISE=T-2 3/4" •LENGTH=24 FT. HEADWALLS •INLET HEADWALL HEIGHT=1.5 FT. •OUTLET HEADWALL HEIGHT=1.5 FT. FOUNDATIONS •FOUNDATION TYPE=STRIP WINGWALLS �•�`� •WW 1 ANGLE=45 DEG. •WW 1 LENGTH=12 FT •WW 1 HIGH HEIGHT=4.9 FL •WW 1 LOW HEIGHT=4 FT •WW 2 ANGLE=45 DEG. •WW 2 LENGTH=12 FT •WW2 HIGH HEIGHT=4.9FT. �' r. aid •WW 2 LOW HEIGHT=4 FT •WW3 ANGLE=45DEG. —� _-�' -- �-� •WW 3 LENGTH=12 FT 4 __ --- - -- - �-� _ •WW3HIGHHEIGHT=4.9FT •WW 3 LOW HEIGHT=4 FT. •WW4 ANGLE=45DEG. �- •WW 4 LENGTH=12 FT. -`� `. . •WW 4 HIGH HEIGHT=4.9 FT •WW 4 LOW HEIGHT=4 FT. NOTES 1. THIS BRIDGE HAS BEEN DESIGNED FOR GENERAL SITE CONDITIONS.THE PROJECT ENGINEER SHALL BE RESPONSIBLE FOR THE STRUCTURE'S SUITABILITY TO THE EXISTING SITE CONDITIONS AND FOR THE HYDRAULIC EVALUATION- INCLUDING SCOUR AND CONFIRMATION OF SOIL CONDITIONS. 2. PRIOR TO CONSTRUCTION,CONTRACTOR MUST VERIFYALL ELEVATIONS SHOWN THROUGH THE ENGINEER. 3. ONLY CONTECH ENGINEERED SOLUTIONS L-C,THE CONSPAN APPROVED MANUFACTURER IN THE PROJECT STATE MAY PROVIDE THE STRUCTURE DESIGNED IN ACCORDANCE WITH THESE PLANS. G 4. THIS DYOB DRAWING IS A CONCEPTUAL DESIGN.PLEASE WORK WITH YOUR LOCAL BRIDGE CONSULTANT FOR FURTHER SOLUTION DEVELOPMENT AND PRICING. 5. THE USE OF ANOTHER PRECAST STRUCTURE WITH THE DESIGN ASSUMPTIONS USED FOR THE CON/SPAN®STRUCTURE MAY LEAD TO SERIOUS DESIGN ERRORS. USE OF ANY OTHER PRECAST STRUCTURE WITH THIS DESIGN AND DRAWINGS VOIDS ANY CERTIFICATION OF THIS DESIGN AND WARRANTY. PRELIMINARY CONTECH ENGINEERED SOLUTIONS ASSUMES NO LIABILITY FOR DESIGN OF ANY ALTERNATE NOT FOR CONSTRUCTION OR SIMILAR TYPE STRUCTURES. rnaaay"a"°iprptmanp"anpw"p"nia aRwiaa is wo+i°a° �epm-.—LLCasi�a -),N—ti,r I YO No.: DATE DY028761, Ortega Bess cpme n Eng ee°saulions LLC rcpnteu).N n mi. �� g �19284 D28761 03/16/2023 ° p p a"yp nmerepr mayna"�°repm��a C� N T E C H C/ 0 \BPAN. prom"a"yma""a,wi,M1p aap�w°�a paerep i Cpnia,:n.Fawre o mmpiy is°one atme uaefs mvn nsk eid „ DESIGNED: DRAWN: con«e=p,eaair°is=iamsaariianiiiHp„a=posieiiroro, ENGINEERED SOLUTIONS LLC �I� Ortega Bess Culvert DYO DYO ►.-SERIES_ neaa,epa"sea oeNee"ma wppre°Inromenoe app"wnan www.ContechES.com Lake Elsinore CA CHECKED: APPROVED: me a,awi"n is Casa°a"a aamai naia "°'ono"a a,e a"aoa"tares DYO DYO a a,mesa°'auapa"sea maa„a rewna° 9025 Centre Pointe Dr.,Suite 400,West Chester,OH 45069 DYOB - rocpmeaN'imaniateiy ror rec.aiu b�0t edes ,G"recn SHEET NO.: a«e t—iiaoilgfy raeaq"a oaae°p"--.g,i—p-of 800-338-1122 513-645-7000 513-645-7993 FAX DRAWING O Series, 15' Span X 3'-2 3/4" Rise p1 of pg i rero'mrom,anpa aapw'ea nr oman, MARK DATE REVISION DESCRIPTION BY ERSC 8/15/23 MB THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE MARK REVISIONS APPR. DATE APPROPRI TE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS ITH THE PREPARED BY: FESS CITY OF LAKE ELSINORE SHEE NUMBER pROlO AND HAVE BEEN FOUND ACCEPTABLE �� PV�EN w��, PREFABRICATED CULVERT DETAIL g ® Stantec oy DRAWING NUMBER: _ 38 TECHNOLOGY DRIVE,SUITE 100 �� Na.sssoa � SCALE: USP-021549-ORTEGA-ESC-DWG-005 OF 17 1� RVINE,CA 92618 * E.n 12 3t 24 BENCH MARK: SHEETS 9.123.6000 "OnleC.COm PLEASE SEE SURVEYOR'S NOTE PROJECT No. REMON HABIB,RCE No.83156 DATE Jlq ��Q NTS ORTEGA BESS lF iL E� ON CIVIL TITLE SHEET. CITY ENGINEER _ _ V�� DATE: 22.5MWt85.96MWh BESS 185805133 1 07 17 2023 PREFABRICATED CULVERT INFORMATION ADDED ON PLANS. CITY OF LAKE ELSINORE DALE N R.C.E.59808 (EXP.12/31/24) 07/17/2023 LAKE ELSINORE,CALIFORNIA — 1 h 24'-0"(OUT TO OUT) r J INLET 10" 10" OUTLET z 4n a — — — — — — — — — (I STRUCTURE �co L _ J S�_ d b BRIDGE PLAN PRELIMINARY NOT FOR CONSTRUCTION me°esren.n°mro�mpt'wn snpwn pn nip aR«ina is w d. ro�e�p�,pwe,.ensi°�..°°w .cy I DY028761 Ortega Bess Contec"E,ll,l—e°Sorolions LLC 7'Cpnt '.NeiMerZ � g PROJECT9284 D28761 03/16/2023 °� pm---..lh- p--bP��a C NTECH c��sp�. d-W.— mpnne,w..aep,ro,w,i°bpppn b, i v Cpmecn.F..—rocompiy is d—at me user's own 1A eid •, DESIGNED: DRAWN: Cpmern e.prewy°ispro'ms.py iieeuih p,resppneie'nro rot ENGINEERED SOLUTIONS LLC -4I�_ Ortega Bess Culvert DYO DYO WWW.ContechES.com �i►F SERIES.. mascreppndes DeMren Me wpplietl lnrom,e0on upon whidi Lake Elsinore, CA CHECKED: APPROVED: e dbb—is tees°ena Lei nem wn°'mp a wpntere° 9025 Centre Pointe Dr.,Suite 400,West Chester,OH 45069 DYO DYO wp eww°s� e=1ee,epp"a DYOB °1erdl ' .e pnn 800-338-1122 513-645-7000 513-645-7993FAX � O Series, 15' Span x 3'-2 3/4" Rise SHEET NI ni ^'uoam.aes loess° g, eo, DRAWING 'pro wpw',ea orm MARK DATE REVISION DESCRIPTION BY D2 OF D9 ERSC 8/15/23 MB THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE MARK REVISIONS APPR. DATE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND AND STATE LAWS ITH THE PREPARED BY: CITY OF LAKE ELSINORE SHEE NUMBER pROFESSlO AND HAVE BEEN FOUND ACCEPTABLE �� P��EN w��, PREFABRICATED CULVERT DETAIL 10 ® Stantec oy DRAWING NUMBER: 38 TECHNOLOGY DRIVE,SUITE 100 Na.sssoa SCALE: USP-021549-ORTEGA-ESC-DWG-006 OF RVINE,CA 92618 * E.n is 3t z< BENCH MARK: SHEETS 9.923.6000 stantec.com PLEASE SEE SURVEYOR'S NOTE REMON HABIB,RCE No.83156 DATE _ _ NTS ORTEGA BESS PROJECT No. lF a E� ON CIVIL TITLE SHEET. CITY ENGINEER V�� DATE: 22.5~85.96MWh BESS 185805133 CITY OF LAKE ELSINORE DALE N R.C.E.59808 (EXP.12/31/24) 07/17/2023 LAKE ELSINORE,CALIFORNIA 1 07 17 2023 PREFABRICATED CULVERT INFORMATION ADDED ON PLANS. 1 —24'-0"(OUT TO OUT) 10.110" I I I I J L I- wW ° LONGITUDINAL SECTION w N 15'-0" U SPAN co a CROSS SECTION C PRELIMINARY NOT FOR CONSTRUCTION Tnaa Qi am inrarm—h—on mia erewine i•prow11 projetl LLCnamear.°E.N—thY v� • DY028761, Ortega Bess PROJECT No.: DVO No.: DATE: e�p�."""°.aswwron.ucl•careau�•I.r+.ima,mi. /� g 19284 28761 03/16/2023 Urawin9.n°r anY pa"mmml,maY prl1repreE-1 C NTECH c�N SPAN. ihe•in anY manner vnlhaN ma prmrwhllan nn.af , Coniecn.Failure io wmpry'a a one at me ueefa own nakaM „ DESIGNED: DRAWN: caniunh a.preaaryais<iaim—yh.mnry or re.p°n.mlily ror ENGINEERED SOLUTIONS LLC VAO-SERIES_ Ortega Bess Culvert DYO DYO nawepa°aes herween me wpgiea lnro,men°n upm wn'wh www.ContechES.com Lake Elsinore, CA CHECKED: APPROVED: me•,—,is oaaea ana aemai rem oena'm°naare enw�,nrerea DYO DYO .meae 9025 C a.rsrrepanaes mast tie rep°"ea Centre OH 45069 Pointe Dr.,Suite 400,West Chester, DYOB SHEET No.: O Series 15' Span x 3'-2 3/4" Rise D3 OF D9 as iiamiicy reraeaiena haaea an miaains,inwmpie�e ar MARK DATE REVISION DESCRIPTION BY 800-338-1122 513-645-7000 513-645-7993 FAX DRAWING � to iarom,aoan wpgletl Cy omers. ERSC 8/15/23 MB THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE MARK REVISIONS APPR. DATE APPROPRI TE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS ITH THE PREPARED BY: FESS CITY OF LAKE ELSINORE SHEE NUMBER pROlO AND HAVE BEEN FOUND ACCEPTABLE �� P��EN w� PREFABRICATED CULVERT DETAIL 11 ® Stantec oy DRAWING NUMBER: 38 TECHNOLOGY DRIVE,SUITE 100 No.59808 SCALE: USP-021549-ORTEGA-ESC-DWG-007 OF RVINE,CA 92618 * E.n s 3 24 BENCH MARK: SHEETS 1112. 3.6000 stantec.com PLEASE SEE SURVEYOR'S NOTE REMON HABIB,RCE No.83156 DATE Jlq c ��Q NTS ORTEGA BESS PROJECT No. lF a E� ON CIVIL TITLE SHEEP. CITY ENGINEER _ _ OF Y�� DATE: 22.5MWt85.96MWh BESS 185805133 CITY OF LAKE ELSINORE DALE N R.C.E.59808 (EXP.12/31/24) 07/17/2023 LAKE ELSINORE,CALIFORNIA 1 07 17 2023 PREFABRICATED CULVERT INFORMATION ADDED ON PLANS. 1 in in O O W U SPAN Of a- INLET END ELEVATION fV �L J� W 15'-0" CO n U SPAN LU Of OUTLET END ELEVATION C PRELIMINARY NOT FOR CONSTRUCTION o me w antl ma,mar n anpwn pn nia°rew;na is w d- wmewoieaownecengineeraneppmrepwrey I • DY028761 Ortega Bess ca;, n e� retl Sdulions LLC("Cand—.NeiNer,M1ia g �19284 ECT No. D28761 03/16/2023 th a panmm ocm ftpe °reP,- n—d C� NTECH c��sPa►ni. mptl ,inanympnne,w M1p��ep p w,;M1en pn en,o fun ecn.Failure rocompry'n°one at me uwfs ow d eid �, DESIGNED: DRAWN: cp^ a=grew°i a;maa^yiianiiiryp„a=ppaie;iMm, ENGINEERED SOLUTIONS LLCM Ortega Bess Culvert DYO DYO spap=e. WWW.ConteehES.eom AIP SERIES.. 'es oeNreen me wpgietl lnrom,eoon upon wM1lcM1 Lake Elsinore, CA CHECKED: APPROVED: me tlt-mmee°.^a pp pei eem w^,t—a,a a^wp^rare° 9025 Centre Pointe Dr.,Suite 400,West Chester,OH 45069 DYO DYO ea pre9re ea. w°;papa^pea mp re�tl DYOB ro eonucn;mmetliaeiy,ar reeveivalio^orme tles'm^.eomecM1 SHEET NO.: 800-338-1122 513-645-7000 513-645-7993FAX DRAWING O Series, 15' Span x 3'-2 3/4" Rise p4 of pg ,aro;mmmaoon wpglea or omen. ]MARK DATE REVISION DESCRIPTION BY ERSC 8/15/23 MB THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE MARK REVISIONS APPR. DATE APPROPRI TE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS ITH THE PREPARED BY: FESS CITY OF LAKE ELSINORE SHEE NUMBER pROlO AND HAVE BEEN FOUND ACCEPTABLE �� P��EN w��, PREFABRICATED CULVERT DETAIL 12 ® Stantec oy DRAWINGNUMBE al 38 TECHNOLOGY DRIVE,SUITE 100 Na.sssoa SCALE: USP-021549-ORTEGA-ESC-DWG-008 OF 17 RVINE,CA 92618 * E.n s 3 24 BENCH MARK: SHEETS 9.923.6000 stantec.com PLEASE SEE SURVEYOR'S NOTE REMON HABIB,RCE No.83156 DATE _ _ Jlq ��Q NTS ORTEGA BESS PROJECT No. lF iL E� ON CIVIL TITLE SHEET. CITY ENGINEER V�� DATE: 22.5MWt85.96MWh BESS 185805133 CITY OF LAKE ELSINORE DALE N R.C.E.59808 (EXP.12/31/24) 07/17/2023 LAKE ELSINORE,CALIFORNIA AN, 1 07 17 2023 PREFABRICATED CULVERT INFORMATION ADDED ON PLANS. 1 PRIMER COMPATIBLE WITH JOINT WRAP �"x 1�"BUTYL ROPE PRIMER COMPATIBLE FILL LIFTING INSERT POCKET GROUT TO TOP INSIDE FACE OF WITH JOINT WRAP WITH GROUT,FINISHING FLUSH OF KEYWAY PRECAST BRIDGE UNIT TOP OF PRECAST BRIDGE UNIT 9"WIDE JOINT WRAP TOP OF PRECAST 9"SQUARE PIECE GROUT UNDER BRIDGE UNIT OF JOINT WRAP UNIT LEG II NOTE: FILL ENTIRE KEYWAY INCLUDING NOMINAL 1"VOID BETWEEN BOTTOM OF KEYWAY AND BOTTOM OF PRECAST PRECAST BRIDGE UNIT LIFTING INSERT PRECAST BRIDGE UNIT, BRIDGE UNIT LEG WITH GROUT. HEADWALL OR WINGWALL TYPICAL BRIDGE UNIT GROUT DETAIL TYPICAL JOINT SEAL DETAIL TYPICAL LIFT INSERT SEALING DETAIL NOT TO SCALE NOT TO SCALE NOT TO SCALE VARIES PRECAST WINGWALL //�M/i\\\ WINGWALL � j W INGWALL ANCHOR Xz O� 4"e WEEPHOLE n WINGWALL ANCHOR O WINGWALL GROUT w FOOTING BACKSIDE OF ¢ C7 FOOTING > SEE TYPICAL WINGWALL OTMINIMUM 1"GROUT UNDER WINGWALL LEG& w I GROUT DETAIL ON THIS SHEET ANCHOR STEM. Q E GROUT AREA BETWEEN WINGWALL FOOTING AND > ----' WINGWALLANCHOR SHALL BE GROUTED SOLID BEFORE BACKFILL. FORM BACKSIDE OF FOOTING TO VARIES DIMENSIONS SHOWN ON FOUNDATION PLAN. v F TYPICAL WINGWALL GROUT DETAIL TYPICAL WINGWALL SECTION NOT TO SCALE NOT TO SCALE C PRELIMINARY NOT FOR CONSTRUCTION me aeslgn.na;nronnaaon sb"«n°^tlr:a,awl„g Is p,°.laa b�epree�ow . gl e papa°ab I DY028761, Ortega a Bess YO cpmepb Engineerea SOlWpns LLC rcpnrem).Nei 1 bis �/� g PROJECT D28761 03/16/2023 aR ^°,apypatl,bw o,reayce° re ° Cg :NTECH �� Cpnt—Fill-bc°mvy s°bane IN sl Ne usels axn-ana �. /CON\SPAN. DESIGNED: DRAWN: —.h e.p.Iy m=aall- llabllMo respa^-b m, ENGINEERED SOLUTIONS LLC ;' -SERIES.. Ortega Bess Culvert DYO DYO —h.... ('� 1(tliscrepencies between th supplietl infom,aion upon W,kl, www.ContechES.com Lake Elsinore, CA CHECKED: APPROVED: the aawln*Is basaana aa,al eea wnamans areeneanmerea DYO DYO ses,mass a;seepanues reas,ce,aponea 9025 Centre Pointe Dr.,Suite 400,West Chester,OH 45069 DYOB �p co tecb;m,°nea'aroy ror,e.°.aluawn dma oesyn.Cpniecn SHEET NO.: ol;,billy 11 aesgna bases an musl,g,inw„,geie or 800-338-1122 513-G45-7000 513-645-7993 FAX DRAWING O Series 15' Span x T-2 3/4" Rise D5 OF D9 I. p,�,;;pa by MARK MARK DATE REVISION DESCRIPTION BY ERSC 8/15/23 MB THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE MARK REVISIONS APPR. DATE APPROPRI TE CONDITIONS OF DEVELOPMENT ANDOR CITY AND STATE LAWS ITH THE PREPARED BY: FESS CITY OF LAKE ELSINORE SHEE NUMBER pROlO AND HAVE BEEN FOUND ACCEPTABLE �� P��EN w��, PREFABRICATED CULVERT DETAIL �17 StantecDRAWIN38 TECHNOLOGY DRIVE,SUITE 100 Na.5980a SCALE: USP-021549-ORTEGA-ESC-DWG-009 OF RVINE,CA 92618 * E.n Is 31 z< BENCH MARK: SHEETS 9.123.6000 slanleC.COm PLEASE SEE SURVEYOR'S NOTE REMON HABIB,RCE No.83156 DATE NTS ORTEGA BESS PROJECT No. lF lL E� ON CIVIL TITLE SHEET. CITY ENGINEER _ _ y�� DATE: 22.5MWI85.96MWh BESS 185805133 CITY OF LAKE ELSINORE DALE N R.C.E.59808 (EXP.12/31/24) 07/17/2023 LAKE ELSINORE,CALIFORNIA =07/17/2023 ULVERT INFORMATION ADDED ON PLANS. 1 SPECIFICATIONS FOR MANUFACTURE AND INSTALLATION OF CON/SPANO O-SERIES BRIDGE SYSTEMS 1. DESCRIPTION CONCRETE ACCESSORIES,MIAMISBURG,OHIO,(800) MAY BE TACK WELDED TOGETHER FOR ASSEMBLY FOLLOWING TESTS ARE PERFORMED IN ASTM C42 SPECIFICATION. 1.1.TYPE-THIS WORK SHALL CONSIST OF FURNISHING AND 745-3700.COIL RODS AND NUTS USED IN HEADWALL PURPOSES.FOR SMOOTH WELDED WIRE FABRIC,THE ACCORDANCE WITH THE ASTM STANDARDS 6.1.3.ACCEPTABILITY OF CYLINDER TESTS-WHEN THE AVERAGE CONSTRUCTING A CON/SPAN®O-SERIES BRIDGE SYSTEM IN CONNECTIONS SHALL BE AISI TYPE 304 STAINLESS STEEL. OVERLAP SHALL MEET THE REQUIREMENTS OF AASHTO INDICATED.TESTS SHALL BE PERFORMED AS COMPRESSIVE STRENGTH OF ALL CYLINDERS TESTED IS ACCORDANCE WITH THESE SPECIFICATIONS AND IN WASHERS USED IN HEADWALL CONNECTIONS SHALL BE 5.10.8.2.5E AND 5.10.8.5.2.FOR DEFORMED WELDED WIRE INDICATED IN SECTION 6 OF THESE EQUAL TO OR GREATER THAN THE DESIGN COMPRESSIVE REASONABLY CLOSE CONFORMITY WITH THE LINES,GRADES, EITHER AISI TYPE 304 STAINLESS STEEL PLATE WASHERS FABRIC,THE OVERLAP SHALL MEET THE REQUIREMENTS OF SPECIFICATIONS. STRENGTH,AND NOT MORE THAN 10%OF THE CYLINDERS DESIGN AND DIMENSIONS SHOWN ON THE PLANS OR AS OR AASHTO M270(ASTM A709)GRADE 36 PLATE WASHERS AASHTO 5.10.8.2.5A AND 5.10.8.5.1.THE OVERLAP OF 4.6.2.2.1. AIR CONTENT:C231 OR Cl73 TESTED HAVE A COMPRESSIVE STRENGTH LESS THAN THE ESTABLISHED BY THE ENGINEER.IN SITUATIONS WHERE TWO OR HOT DIP GALVANIZED AS PER AASHTO M111(ASTM A123). WELDED WIRE FABRIC SHALL BE MEASURED BETWEEN THE 4.6.2.2.2. COMPRESSIVE STRENGTH:C31,C39,C497 DESIGN CONCRETE STRENGTH,AND NO CYLINDER TESTED MORE SPECIFICATIONS APPLY TO THIS WORK,THE MOST 3.3.7.MECHANICAL SPLICES OF REINFORCING BARS SHALL BE OUTER-MOST LONGITUDINAL WIRES OF EACH FABRIC 4.6.2.3.THE PRECASTER SHALL PROVIDE DOCUMENTATION HAS A COMPRESSIVE STRENGTH LESS THAN 90%OF THE STRINGENT REQUIREMENTS SHALL GOVERN. MADE USING THE DOWEL BAR SPLICER SYSTEM AS SHEET.FOR DEFORMED BILLET-STEEL BARS,THE OVERLAP DEMONSTRATING COMPLIANCE WITH THIS SECTION REQUIRED CONCRETE STRENGTH,THEN THE ELEMENT 1.2.DESIGNATION-PRECAST REINFORCED CONCRETE CON/SPAN® MANUFACTURED BY DAYTON SUPERIOR CONCRETE SHALL MEET THE REQUIREMENTS OF AASHTO 5.10.8.2.1 FOR TO CONTECHO ENGINEERED SOLUTIONS AT SHALL BE ACCEPTED.WHEN THE COMPRESSIVE STRENGTH O-SERIES BRIDGE UNITS MANUFACTURED IN ACCORDANCE WITH ACCESSORIES,MIAMISBURG,OHIO,(800)745-3700,AND SPLICES OTHER THAN TENSION SPLICES,THE OVERLAP REGULAR INTERVALS OR UPON REQUEST. OF THE CYLINDERS TESTED DOES NOT CONFORM TO THESE THIS SPECIFICATION SHALL BE DESIGNATED BY SPAN AND RISE. SHALL CONSIST OF THE DBDI SPLICE SYSTEM(DOWEL BAR SHALL BE A MINIMUM OF V-0"FOR WELDED WIRE FABRIC OR 4.6.2.4.THE OWNER MAY PLACE AN INSPECTOR IN THE ACCEPTANCE CRITERIA,THE ACCEPTABILITY OF THE PRECAST REINFORCED CONCRETE WINGWALLS AND HEADWALLS SPLICER AND DOWEL-IN),OR AS MANUFACTURED BY DEFORMED BILLET-STEEL BARS.THE SPACING CENTER TO PLANT WHEN THE PRODUCTS COVERED BY THIS ELEMENT MAY BE DETERMINED AS DESCRIBED IN SECTION MANUFACTURED IN ACCORDANCE WITH THIS SPECIFICATION BARSPLICE PRODUCTS INC.DAYTON,OHIO,(937)-275-8700, CENTER OF THE CIRCUMFERENTIAL WIRES IN A WIRE SPECIFICATION ARE BEING MANUFACTURED. 6.1.4,BELOW. SHALL BE DESIGNATED BY LENGTH,HEIGHT,AND DEFLECTION AND SHALL CONSIST OF BARSPLICER XP TYPE 2 SYSTEM. FABRIC SHEET SHALL BE NOT LESS THAN 2"NOR MORE 4.6.3.DOCUMENTATION-THE PRECASTER SHALL SUBMIT 6.1.4.ACCEPTABILITY OF CORE TESTS-THE COMPRESSIVE ANGLE.PRECAST REINFORCED CONCRETE EXPRESS"' THAN 4".THE SPACING CENTER TO CENTER OF THE PRECAST PRODUCTION REPORTS TO CONTECH® STRENGTH OF THE CONCRETE IN A BRIDGE ELEMENT IS FOUNDATION UNITS MANUFACTURED IN ACCORDANCE WITH THIS 4.MANUFACTURE OF PRECAST ELEMENTS-SUBJECT TO THE LONGITUDINAL WIRES SHALL NOT BE MORE THAN 8".THE ENGINEERED SOLUTIONS AS REQUIRED. ACCEPTABLE WHEN EACH CORE TEST STRENGTH IS EQUAL SPECIFICATION SHALL BE DESIGNATED BY LENGTH,HEIGHT AND PROVISIONS OF SECTION 5,BELOW,THE PRECAST ELEMENT SPACING CENTER TO CENTER OF THE LONGITUDINAL 5.PERMISSIBLE VARIATIONS TO OR GREATER THAN THE DESIGN CONCRETE STRENGTH. WIDTH. DIMENSION AND REINFORCEMENT DETAILS SHALL BE AS PRESCRIBED DISTRIBUTION STEEL FOR EITHER LINE OF REINFORCING IN 5.1.BRIDGE UNITS WHEN THE COMPRESSIVE STRENGTH OF A CORE TESTED IS IN THE PLAN AND SHOP DRAWINGS PROVIDED BY THE THE TOP SLAB SHALL BE NOT MORE THAN V-4". 5.1.1.INTERNAL DIMENSIONS-THE INTERNAL DIMENSION SHALL LESS THAN THE DESIGN CONCRETE STRENGTH,THE 2.DESIGN MANUFACTURER. 4.3.2.LAPS,WELDS,AND SPACING FOR PRECAST WINGWALLS, VARY NOT MORE THAN 1%FROM THE DESIGN DIMENSIONS PRECAST ELEMENT FROM WHICH THAT CORE WAS TAKEN 2.1.SPECIFICATIONS-THE PRECAST ELEMENTS ARE DESIGNED IN 4.1.FORMS-THE FORMS USED IN MANUFACTURE SHALL BE HEADWALLS AND FOUNDATIONS-SPLICES IN THE NOR MORE THAN 1)S WHICHEVER IS LESS. MAY BE RE-CORED.WHEN THE COMPRESSIVE STRENGTH ACCORDANCE WITH THE"AASHTO LRFD BRIDGE DESIGN SUFFICIENTLY RIGID AND ACCURATE TO MAINTAIN THE REINFORCEMENT SHALL BE MADE BY LAPPING.LAPS MAY 5.1.2.SLAB AND WALL THICKNESS-THE SLAB AND WALL OF THE RE-CORE IS EQUAL TO OR GREATER THAN THE SPECIFICATIONS"8TH EDITION,ADOPTED BY THE AMERICAN REQUIRED PRECAST ELEMENT DIMENSIONS WITHIN THE BE TACK WELDED TOGETHER FOR ASSEMBLY PURPOSES. THICKNESS SHALL NOT BE LESS THAN THAT SHOWN IN THE DESIGN CONCRETE STRENGTH,THE COMPRESSIVE ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION PERMISSIBLE VARIATIONS GIVEN IN SECTION 5 OF THESE FOR SMOOTH WELDED WIRE FABRIC,THE OVERLAP SHALL DESIGN BY MORE THAN Y.".A THICKNESS MORE THAN THAT STRENGTH OF THE CONCRETE IN THAT BRIDGE ELEMENT IS OFFICIALS,2017.A MINIMUM OF ONE FOOT OF COVER ABOVE SPECIFICATIONS.ALL CASTING SURFACES SHALL BE OF A MEET THE REQUIREMENTS OF AASHTO 5.10.8.2.5B AND REQUIRED IN THE DESIGN SHALL NOT BE CAUSE FOR ACCEPTABLE. THE CROWN OF THE BRIDGE UNITS IS REQUIRED IN THE SMOOTH MATERIAL. 5.10.8.5.2.FOR DEFORMED WELDED WIRE FABRIC,THE REJECTION. 6.1.4.1.WHEN THE COMPRESSIVE STRENGTH OF ANY INSTALLED CONDITION.(UNLESS NOTED OTHERWISE ON THE 4.2.PLACEMENT OF REINFORCEMENT OVERLAP SHALL MEET THE REQUIREMENTS OF AASHTO 5.1.3.LENGTH OF OPPOSITE SURFACES-VARIATIONS IN LAYING RECORE IS LESS THAN THE DESIGN CONCRETE SHOP DRAWINGS AND DESIGNED ACCORDINGLY.) 4.2.1.PLACEMENT OF REINFORCEMENT IN PRECAST BRIDGE 5.10.8.2.5A AND 5.10.8.5.1.FOR DEFORMED BILLET-STEEL LENGTHS OF TWO OPPOSITE SURFACES OF THE BRIDGE STRENGTH,THE PRECAST ELEMENT FROM WHICH UNITS-THE COVER OF CONCRETE OVER THE OUTSIDE BARS,THE OVERLAP SHALL MEET THE REQUIREMENTS OF UNIT SHALL NOT BE MORE THAN J¢"IN ANY SECTION, THAT CORE WAS TAKEN SHALL BE REJECTED. 3.MATERIALS CIRCUMFERENTIAL REINFORCEMENT SHALL BE 2'MINIMUM. AASHTO 5.10.8.2.1.THE SPACING CENTER-TO-CENTER OF EXCEPT WHERE BEVELED ENDS FOR LAYING OF CURVES 6.1.4.2.PLUGGING CORE HOLES-THE CORE HOLES SHALL 3.1.CONCRETE-THE CONCRETE FOR THE PRECAST ELEMENTS THE COVER OF CONCRETE OVER THE INSIDE THE WIRES IN A WIRE FABRIC SHEET SHALL BE NOT LESS ARE SPECIFIED BY THE PURCHASER. BE PLUGGED AND SEALED BY THE MANUFACTURER SHALL BE AIR-ENTRAINED WHEN INSTALLED IN AREAS SUBJECT CIRCUMFERENTIAL REINFORCEMENT SHALL BE 1Yz' THAN 2"NOR MORE THAN 8". 5.1.4.LENGTH OF SECTION-THE UNDERRUN IN LENGTH OF A IN A MANNER SUCH THAT THE ELEMENTS WILL TO FREEZE-THAW CONDITIONS,COMPOSED OF PORTLAND MINIMUM,UNLESS OTHERWISE NOTED ON THE SHOP 4.4.CURING-THE PRECAST CONCRETE ELEMENTS SHALL BE CURED SECTION SHALL NOT BE MORE THAN X'IN ANY BRIDGE UNIT. MEET ALL OF THE TEST REQUIREMENTS OF THIS CEMENT,FINE AND COARSE AGGREGATES,ADMIXTURES AND DRAWINGS.THE CLEAR DISTANCE OF THE END FOR A SUFFICIENT LENGTH OF TIME SO THAT THE CONCRETE 5.1.5.POSITION OF REINFORCEMENT-THE MAXIMUM VARIATION SPECIFICATION.PRECAST ELEMENTS SO SEALED WATER.AIR-ENTRAINED CONCRETE SHALL CONTAIN 6 t 2 CIRCUMFERENTIAL WIRES SHALL NOT BE LESS THAN 1"NOR WILL DEVELOP THE SPECIFIED COMPRESSIVE STRENGTH IN 28 IN POSITION OF THE REINFORCEMENT SHALL BE±Y2".IN NO SHALL BE CONSIDERED SATISFACTORY FOR USE. PERCENT AIR.THE AIR-ENTRAINING ADMIXTURE SHALL MORE THAN 2"FROM THE ENDS OF EACH SECTION. DAYS OR LESS.ANY ONE OF THE FOLLOWING METHODS OF CASE SHALL THE COVER OVER THE REINFORCEMENT BE 6.1.4.3.TEST EQUIPMENT-EVERY MANUFACTURER CONFORM TO AASHTO M154.THE MINIMUM CONCRETE REINFORCEMENT SHALL BE ASSEMBLED UTILIZING SINGLE CURING OR COMBINATIONS THERE OF SHALL BE USED: LESS THAN 1}!2"FOR THE OUTSIDE CIRCUMFERENTIAL STEEL FURNISHING PRECAST ELEMENTS UNDER THIS COMPRESSIVE STRENGTH SHALL BE AS SHOWN ON THE SHOP OR MULTIPLE LAYERS OF WELDED WIRE FABRIC(NOT TO 4.4.1.STEAM CURING-THE PRECAST ELEMENTS MAY BE OR BE LESS THAN 1'FOR THE INSIDE CIRCUMFERENTIAL SPECIFICATION SHALL FURNISH ALL FACILITIES AND DRAWINGS. EXCEED 3 LAYERS),SUPPLEMENTED WITH A SINGLE LAYER LOW-PRESSURE STEAM CURED BY A SYSTEM THAT WILL STEEL AS MEASURED TO THE EXTERNAL OR INTERNAL PERSONNEL NECESSARY TO CARRY OUT THE TEST 3.1.1.PORTLAND CEMENT-SHALL CONFORM TO THE OF DEFORMED BILLET-STEEL BARS,WHEN NECESSARY. MAINTAIN A MOIST ATMOSPHERE. SURFACE OF THE BRIDGE.THESE TOLERANCES OR COVER REQUIRED. REQUIREMENTS OF ASTM SPECIFICATIONS C150-TYPE WELDED WIRE FABRIC SHALL BE COMPOSED OF 4.4.2.WATER CURING-THE PRECAST ELEMENTS MAY BE WATER REQUIREMENTS DO NOT APPLY TO MATING SURFACES OF 6.2.INSPECTION-THE QUALITY OF MATERIALS,THE PROCESS OF I,TYPE II,OR TYPE III CEMENT. CIRCUMFERENTIAL AND LONGITUDINAL WIRES MEETING CURED BY ANY METHOD THAT WILL KEEP THE SECTIONS THE JOINTS. MANUFACTURE,AND THE FINISHED PRECAST ELEMENTS SHALL 3.1.2.COARSE AGGREGATE-SHALL CONSIST OF STONE HAVING A THE SPACING REQUIREMENTS OF 4.3,BELOW,AND SHALL MOIST. 5.1.6.AREA OF REINFORCEMENT-THE AREAS OF STEEL BE SUBJECT TO INSPECTION BY THE PURCHASER. MAXIMUM SIZE OF 1 INCH.AGGREGATE SHALL MEET CONTAIN SUFFICIENT LONGITUDINAL WIRES EXTENDING 4.4.3.MEMBRANE CURING-A SEALING MEMBRANE CONFORMING REINFORCEMENT SHALL BE THE DESIGN STEEL AREAS AS 7.JOINTS REQUIREMENTS FOR ASTM C33. THROUGH THE BRIDGE UNIT TO MAINTAIN THE SHAPE AND TO THE REQUIREMENTS OF ASTM SPECIFICATION C309 MAY SHOWN IN THE MANUFACTURER'S SHOP DRAWINGS.STEEL THE BRIDGE UNITS SHALL BE PRODUCED WITH FLAT BUTT ENDS. 3.1.3.WATER REDUCING ADMIXTURE-THE MANUFACTURER MAY POSITION OF THE REINFORCEMENT.LONGITUDINAL BE APPLIED AND SHALL BE LEFT INTACT UNTIL THE AREAS GREATER THAN THOSE REQUIRED SHALL NOT BE THE ENDS OF THE BRIDGE UNITS SHALL BE SUCH THAT WHEN THE SUBMIT,FOR APPROVAL BY THE ENGINEER,A DISTRIBUTION REINFORCEMENT MAY BE WELDED WIRE REQUIRED CONCRETE COMPRESSIVE STRENGTH IS CAUSE FOR REJECTION.THE PERMISSIBLE VARIATION IN SECTIONS ARE LAID TOGETHER THEY WILL MAKE A CONTINUOUS WATER-REDUCING ADMIXTURE FOR THE PURPOSE OF FABRIC OR DEFORMED BILLET-STEEL BARS AND SHALL ATTAINED.THE CONCRETE TEMPERATURE AT THE TIME OF DIAMETER OF ANY REINFORCEMENT SHALL CONFORM TO LINE WITH A SMOOTH INTERIOR FREE OF APPRECIABLE INCREASING WORKABILITY AND REDUCING THE WATER MEET THE SPACING REQUIREMENTS OF 4.3,BELOW.THE APPLICATION SHALL BE WITHIN+/-10 DEGREES F OF THE THE TOLERANCES PRESCRIBED IN THE ASTM IRREGULARITIES,ALL COMPATIBLE WITH THE PERMISSIBLE REQUIREMENT FOR THE CONCRETE. ENDS OF THE LONGITUDINAL DISTRIBUTION ATMOSPHERIC TEMPERATURE.ALL SURFACES SHALL BE SPECIFICATION FOR THAT TYPE OF REINFORCEMENT. VARIATIONS IN SECTION 5,ABOVE.THE JOINT WIDTH BETWEEN 3.1.4.CALCIUM CHLORIDE-THE ADDITION TO THE MIX OF REINFORCEMENT SHALL BE NOT MORE THAN 3"AND NOT KEPT MOIST PRIOR TO THE APPLICATION OF THE 5.2.WINGWALLS&HEADWALLS ADJACENT PRECAST UNITS SHALL NOT EXCEED Y4". CALCIUM CHLORIDE OR ADMIXTURES CONTAINING LESS THAN 1Yz'FROM THE ENDS OF THE BRIDGE UNIT. COMPOUNDS AND SHALL BE DAMP WHEN THE COMPOUND 5.2A.WALL THICKNESS-THE WALL THICKNESS SHALL NOT VARY 8.WORKMANSHIP/FINISH CALCIUM CHLORIDE WILL NOT BE PERMITTED. 4.2.2.BENDING OF REINFORCEMENT FOR PRECAST BRIDGE UNITS IS APPLIED. FROM THAT SHOWN IN THE DESIGN BY MORE THAN Y'. THE BRIDGE UNITS,WINGWALLS,HEADWALLS AND FOUNDATION 3.1.5.MIXTURE-THE AGGREGATES,CEMENT AND WATER SHALL -THE OUTSIDE AND INSIDE CIRCUMFERENTIAL 4.5.STORAGE,HANDLING&DELIVERY 5.2.2.LENGTH/HEIGHT OF WALL SECTIONS-THE LENGTH AND UNITS SHALL BE SUBSTANTIALLY FREE OF FRACTURES.THE ENDS OF BE PROPORTIONED AND MIXED IN A BATCH MIXER TO REINFORCING STEEL FOR THE CORNERS OF THE BRIDGE 4.5.1.STORAGE-PRECAST CONCRETE BRIDGE ELEMENTS SHALL HEIGHT OF THE WALL SHALL NOT VARY FROM THAT SHOWN THE BRIDGE UNITS SHALL BE NORMAL TO THE WALLS AND PRODUCE A HOMOGENEOUS CONCRETE MEETING THE SHALL BE BENT TO SUCH AN ANGLE THAT IS BE LIFTED AND STORED IN"AS-CAST"POSITION.PRECAST IN THE DESIGN MORE THAN Si'. CENTERLINE OF THE BRIDGE SECTION,WITHIN THE LIMITS OF THE STRENGTH REQUIREMENTS OF THIS SPECIFICATION.THE APPROXIMATELY EQUAL TO THE CONFIGURATION OF THE CONCRETE HEADWALL AND WINGWALL UNITS ARE CAST, 5.2.3.POSITION OF REINFORCEMENT FORCEMENT-THE MAXIMUM VARIATION VARIATIONS GIVEN IN SECTION 5,ABOVE,EXCEPT WHERE BEVELED PROPORTION OF PORTLAND CEMENT IN THE MIXTURE BRIDGE'S OUTSIDE CORNER. STORED AND SHIPPED IN A FLAT POSITION.THE PRECAST IN THE POSITION OF THE REINFORCEMENT SHALL BE±Y�•, ENDS ARE SPECIFIED.THE FACES OF THE WINGWALLS AND SHALL NOT BE LESS THAN 564 POUNDS(6 SACKS)PER 4.2.3.PLACEMENT OF REINFORCEMENT FOR PRECAST ELEMENTS SHALL BE STORED IN SUCH A MANNER TO IN NO CASE SHALL THE COVER OVER THE REINFORCEMENT HEADWALLS SHALL BE PARALLEL TO EACH OTHER,WITHIN THE LIMITS CUBIC YARD OF CONCRETE. WINGWALLS AND HEADWALLS-THE COVER OF CONCRETE PREVENT CRACKING OR DAMAGE.STORE ELEMENTS USING BE LESS THAN%-. OF VARIATIONS GIVEN IN SECTION 5,ABOVE.THE SURFACE OF THE 3.2.STEEL REINFORCEMENT OVER THE LONGITUDINAL AND TRANSVERSE TIMBER SUPPORTS AS APPROPRIATE.THE UNITS SHALL 5.2.4.SIZE OF REINFORCEMENT-THE PERMISSIBLE VARIATION IN PRECAST ELEMENTS SHALL BE A SMOOTH STEEL FORM OR 3.2.1.THE MINIMUM STEEL YIELD STRENGTH SHALL BE 60,000 PSI, REINFORCEMENT SHALL BE 2'MINIMUM.THE CLEAR NOT BE MOVED UNTIL THE CONCRETE COMPRESSIVE DIAMETER OF ANY REINFORCING SHALL CONFORM TO THE TROWELED SURFACE.TRAPPED AIR POCKETS CAUSING SURFACE UNLESS OTHERWISE NOTED ON THE SHOP DRAWINGS. DISTANCE FROM THE END OF EACH PRECAST ELEMENT TO STRENGTH HAS REACHED A MINIMUM OF 2500 PSI(3000 PSI TOLERANCES PRESCRIBED IN THE ASTM SPECIFICATION DEFECTS SHALL BE CONSIDERED AS PART OF A SMOOTH,STEEL 3.2.2.ALL REINFORCING STEEL FOR THE PRECAST ELEMENTS THE END OF REINFORCING STEEL SHALL NOT BE LESS THAN FOR SPANS>48 FEET),AND THEY SHALL NOT BE STORED IN FOR THAT TYPE OF REINFORCING.STEEL AREA GREATER FORM FINISH. SHALL BE FABRICATED AND PLACED IN ACCORDANCE WITH 1%"NOR MORE THAN 3".REINFORCEMENT SHALL BE AN UPRIGHT POSITION. THAN THAT REQUIRED SHALL NOT BE CAUSE FOR 9.REPAIRS THE DETAILED SHOP DRAWINGS SUBMITTED BY THE ASSEMBLED UTILIZING A SINGLE LAYER OF WELDED WIRE 4.5.2.HANDLING-HANDLING DEVICES SHALL BE PERMITTED IN REJECTION. PRECAST ELEMENTS MAY BE REPAIRED,IF NECESSARY,BECAUSE OF MANUFACTURER. FABRIC,OR A SINGLE LAYER OF DEFORMED BILLET-STEEL EACH PRECAST ELEMENT FOR THE PURPOSE OF HANDLING 5.3.FOUNDATION UNITS IMPERFECTIONS IN MANUFACTURE OR HANDLING DAMAGE AND WILL 3.2.3.REINFORCEMENT SHALL CONSIST OF WELDED WIRE BARS.WELDED WIRE FABRIC SHALL BE COMPOSED OF AND SETTING.SPREADER BEAMS MAY BE REQUIRED FOR 5.3.1.WALL THICKNESS-THE WALL THICKNESS SHALL NOT VARY BE ACCEPTABLE IF,IN THE OPINION OF THE PURCHASER,THE a REINFORCING CONFORMING TO ASTM SPECIFICATION A TRANSVERSE AND LONGITUDINAL WIRES MEETING THE THE LIFTING OF PRECAST CONCRETE BRIDGE ELEMENTS TO FROM THAT SHOWN IN THE DESIGN BY MORE THAN}¢'. REPAIRS ARE SOUND,PROPERLY FINISHED AND CURED,AND THE 1064,OR DEFORMED STEEL BARS CONFORMING TO ASTM SPACING REQUIREMENTS OF 4.3,BELOW,AND SHALL PRECLUDE DAMAGE FROM BENDING OR TORSION FORCES. 5.3.2.LENGTH/HEIGHT/WIDTH OF FOUNDATION SECTIONS-THE REPAIRED SECTION CONFORMS TO THE REQUIREMENTS OF THIS SPECIFICATION A 615,GRADE 60.LONGITUDINAL CONTAIN SUFFICIENT LONGITUDINAL WIRES EXTENDING 4.5.3.DELIVERY-PRECAST CONCRETE ELEMENTS MUST NOT BE LENGTH,HEIGHT AND WIDTH OF THE FOUNDATION UNITS SPECIFICATION. DISTRIBUTION REINFORCEMENT MAY CONSIST OF WELDED THROUGH THE ELEMENT TO MAINTAIN THE SHAPE AND SHIPPED UNTIL THE CONCRETE HAS ATTAINED THE SHALL NOT VARY FROM THAT SHOWN IN THE DESIGN BY 10.REJECTION WIRE FABRIC OR DEFORMED BILLET-STEEL BARS. POSITION OF THE REINFORCEMENT.LONGITUDINAL SPECIFIED DESIGN COMPRESSIVE STRENGTH,OR AS THE PRECAST ELEMENTS SHALL BE SUBJECT TO REJECTION ON MORE THAN)�'. 3.3.STEEL HARDWARE REINFORCEMENT MAY BE WELDED WIRE FABRIC OR DIRECTED BY THE DESIGN ENGINEER.PRECAST CONCRETE ACCOUNT OF ANY OF THE SPECIFICATION REQUIREMENTS. 5.3.3.IN THE OF REINFORCEMENT-THE MAXIMUM VARIATION - � 3.3.1.BOLTS AND THREADED RODS FOR WINGWALL DEFORMED BILLET-STEEL BARS AND SHALL MEET THE ELEMENTS MAYBE UNLOADED AND PLACED ON THE INDIVIDUAL PRECAST ELEMENTS MAY BE REJECTED BECAUSE OF IN THE POSITION H THE REINFORCEMENT SHALL EMENT.IN 3 CONNECTIONS SHALL CONFORM TO ASTM A 307.NUTS SPACING REQUIREMENTS OF 4.3,BELOW. GROUND AT THE SITE UNTIL INSTALLED.STORE ELEMENTS NO CASE SHALL THE COVER OVER THE REINFORCEMENT BE ANY OF THE FOLLOWING: o SHALL CONFORM TO AASHTO M292(ASTM A194)GRADE 2H. 4.2.4.PLACEMENT OF REINFORCMENT FOR PRECAST USING TIMBER SUPPORTS AS APPROPRIATE.i t - 10.1.FRACTURES OR CRACKS PASSING THROUGH THE WALL, LESS THAN 1}t".ALL BOLTS,THREADED RODS AND NUTS USED IN FOUNDATION UNITS THE COVER OF CONCRETE OVER THE 4.6.QUALITY ASSURANCE-THE PRECASTER SHALL DEMONSTRATE EXCEPT FOR A SINGLE END CRACK THAT DOES NOT EXCEED ONE 7 5.3.4.SIZE ET REINFORCEMENT-THE PERMISSIBLE VARIATION IN z WINGWALL CONNECTIONS SHALL BE MECHANICALLY ZINC BOTTOM REINFORCEMENT SHALL BE 31NCHES MINIMUM. ADHERENCE TO THE STANDARDS SET FORTH IN THE NPCA HALF THE THICKNESS OF THE WALL. 3 COATED IN ACCORDANCE WITH ASTM B695 CLASS 50. THE COVER OF CONCRETE FOR ALL OTHER QUALITY CONTROL MANUAL.THE PRECASTER SHALL MEET DIAMETER OF ANY REINFORCING SHALL CONFORM TO THE 10.2.DEFECTS THAT INDICATE PROPORTIONING,MIXING,AND TOLERANCES PRESCRIBED IN THE ASTM SPECIFICATION 0 3.3.2.STRUCTURAL STEEL FOR WINGWALL CONNECTION PLATES REINFORCEMENT SHALL BE 21NCHES MINIMUM.THE CLEAR EITHER SECTION 4.6.1 OR 4.6.2 FOR THAT TYPE OF REINFORCING.STEEL AREA GREATER MOLDING NOT IN COMPLIANCE WITH SECTION 4 OF THESE AND PLATE WASHERS SHALL CONFORM TO AASHTO M 270 DISTANCE FROM THE END OF EACH PRECAST ELEMENT TO 4.6.1.CERTIFICATION-THE PRECASTER SHALL BE CERTIFIED BY THAN THAT REQUIRED SHALL NOT BE CAUSE FOR SPECIFICATIONS. i (ASTM A 709)GRADE 36 AND SHALL BE HOT DIP GALVANIZED THE END OF REINFORCING STEEL SHALL NOT BE LESS THAN THE PRECAST/PRESTRESSED CONCRETE INSTITUTE PLANT REJECTION. 10.3.HONEYCOMBED OR OPEN TEXTURE. AS PER AASHTO Ml 11(ASTM A123). 21NCHES NOR MORE THAN 3INCHES.REINFORCEMENT CERTIFICATION PROGRAM OR THE NATIONAL PRECAST 6.T 10.4.DAMAGED ENDS,WHERE SUCH DAMAGE WOULD PREVENT � 3.3.3.INSERTS FOR WINGWALLS SHALL BE 1"DIAMETER SHALL BE ASSEMBLED UTILIZING A SINGLE LAYER OF CONCRETE ASSOCIATION'S PLANT CERTIFICATION 6.1.TESTING I INSPECTION MAKING A SATISFACTORY JOINT. u 6.1.TESTINGo TWO-BOLT PRESET WINGWALL ANCHORS AS WELDED WIRE FABRIC OR A SINGLE LAYER OF DEFOREMED PROGRAM PRIOR TO AND DURING PRODUCTION OF THE 0 6.1.1.TYPE OF TEST SPECIMEN-CONCRETE COMPRESSIVE MANUFACTURED IA DAYTON SUPERIOR CONCRETE COMPOSED O BARS.WELDED WIRE FABRIC SHALL BE PRODUCTS COVERED IN THIS SPECIFICATION. STRENGTH SHALL BE DETERMINED FROM COMPRESSION El w ACCESSORIES,MIAMISBURG,OHIO,(800)745-3700 AND COMPOSED OF TRANSVERSE AND LONGITUDINAL WIRES 4.6.2.QUALIFICATIONS,TESTING AND INSPECTION TESTS MADE ON CYLINDERS OR CORES.FOR CYLINDER o a SHALL BE ELECTRO GALVANIZED IN ACCORDANCE WITH MEETING THE SPACING REQUIREMENTS OF 4.3,BELOW,AND 4.6.2.1.THE PRECASTER SHALL HAVE BEEN IN THE TESTING,A MINIMUM OF 4 CYLINDERS SHALL BE TAKEN FOR ASTM B633 SC-1. SHALL CONTAIN SUFFICIENT LONGITUDINAL WIRES BUSINESS OF PRODUCING PRECAST CONCRETE EACH BRIDGE ELEMENT.FOR CORE TESTING,A MINIMUM OF 3.3.4.FERRULE LOOP INSERTS SHALL BE F-64 FERRULE LOOP EXTENDING THROUGH THE ELEMENT TO MAINTAIN THE PRODUCTS SIMILAR TO THOSE SPECIFIED FORA 2 CORES SHALL BETAKEN FOR EACH BRIDGE ELEMENT. INSERTS AS MANUFACTURED BY DAYTON SUPERIOR SHAPE AND POSITION OF THE REINFORCEMENT. MINIMUM OF THREE YEARS.HE SHALL MAINTAIN A CONCRETE ACCESSORIES,MIAMISBURG,OHIO,(800) LONGITUDINAL REINFORCEMENT MAY BE WELDED WIRE PERMANENT QUALITY CONTROL DEPARTMENT OR EACH ELEMENT SHALL BE CONSIDERED SEPARATELY FOR a THE PURPOSE OF TESTING AND ACCEPTANCE. Y 745-3700 AND SHALL BE ELECTRO GALVANIZED. FABRIC OR DEFORMED BILLET-STEEL BARS AND SHALL RETAIN AN INDEPENDENT TESTING AGENCY ON A a 8.1.2.COMPRESSION TESTING-CYLINDERS SHALL BE MADE AND 3.3.5.HOOK BOLTS USED IN ATTACHED HEADWALL CONNECTIONS MEET THE SPACING REQUIREMENTS OF 4.3,BELOW. CONTINUING BASIS.THE AGENCY SHALL ISSUE A TESTED AS PRESCRIBED BY THE ASTM C39 SPECIFICATION. SHALL BE ASTM A307. 4.3.LAPS,WELDS,SPACING REPORT,CERTIFIED BY A LICENSED ENGINEER, CYLINDERS SHALL BE CURED IN THE SAME ENVIRONMENT 3.3.6.INSERTS FOR DETACHED HEADWALL CONNECTIONS SHALL 4.3.1.LAPS,WELDS,AND SPACING FOR PRECAST BRIDGE UNITS- DETAILING THE ABILITY OF THE PRECASTER TO AS THE BRIDGE ELEMENTS.CORES SHALL BE OBTAINED BE AISI TYPE 304 STAINLESS STEEL,EXPANDED COIL TENSION SPLICES IN THE CIRCUMFERENTIAL PRODUCE QUALITY PRODUCTS CONSISTENT WITH AND TESTED FOR COMPRESSIVE STRENGTH FROM EACH INSERTS AS MANUFACTURED BY DAYTON SUPERIOR REINFORCEMENT SHALL BE MADE BY LAPPING.LAPS INDUSTRY STANDARDS. a ELEMENT IN ACCORDANCE WITH THE PROVISIONS OF THE 0 4.6.2.2.THE PRECASTER SHALL SHOW THAT THE i o a.aawel ee sea mrormenon snow"oe mid drawing m pro�iaed PROJECT No.: SEO.No.: DATE: vice tom,prplepl...LLaaymamana ppmracmrbY ® n. CON/SPAN O-SERIES Co" enpinserea solpnons uc I•cpmecn•I.NSlmer Ime C-:. N T EC H �O•V SPAN.2 tlrewing,nor eny pert thereof,they be I-,reproduced or O modified in aey manner.thorn me prior written co"dam of \/ DESIGNED: DRAWN: pn.Fallp,a--ply 1,dpna m tha pears pwn rLe end -SERIES_ SPECIFICATIONS Contecn exproeely tlleclelme eny liebllity or roeponelbllity br ENGINEERED SOLUTIONS LLC 1j�� DYO DYO w ea n see. _ www.ContechES.com CHECKED: APPROVED: � u aiecrepenciee between Ind supplies Inrormenon upon wrmn ma arewlna Ia eaaoe sea aomal ram s0mniena ara an�amarad DYO DYO aeaitawore 9025 Centre Pointe Dr.,Suite 400, West Chester,OH 45069 pmareeaes,mesa emcrap.nuea mpm be.aportad DYOB� ij mcomecn immeaierely ror ro-esaiueaoe or ma aeuen.cpmson SHEET NO.: mecc1,eiem NI tlfor u ueEDyae�nmeei,q.m""pb-'A1ARK DATE REVISION DESCRIPTION By 800-338-1122 513-645-7000 513-645-7993 FAX DRAWING D6 °F D9 ERSC 8/15/23 MB THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE MARK REVISIONS APPR. DATE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND AND STATE LAWS ITH THE PREPARED BY: CITY OF LAKE ELSINORE SHEE NUMBER pROFESSlO AND HAVE BEEN FOUND ACCEPTABLE �� P�LLN w��, PREFABRICATED CULVERT DETAIL 14 ® Stantec oy DRAWINGNUMBE al 38 TECHNOLOGY DRIVE,SUITE 100 No.sssoa SCALE: USP-021549-ORTEGA-ESC-DWG-010 OF 17 RVINE,CA 92618 * Fxn is 3t z< BENCH MARK: SHEETS 9.923+6000 stantec.com PLEASE SEE SURVEYOR'S NOTE REMON HABIB,RCE No.83156 DATE Jlq ��Q NTS ORTEGA BESS PROJECT No. lF a E� ON CIVIL TITLE SHEET. CITY ENGINEER _ _ y�� DATE: 22.5MWI85.96MWh BESS 185805133 CITY OF LAKE ELSINORE DALE N R.C.E.59808 (EXP.12/31/24) 07/17/2023 LAKE ELSINORE,CALIFORNIA - 1 07 17 2023 PREFABRICATED CULVERT INFORMATION ADDED ON PLANS. 1 SPECIFICATIONS FOR MANUFACTURE AND INSTALLATION OF CON/SPAN® O-SERIES BRIDGE SYSTEMS (CONTID) 11. MARKING VERTICAL LEGS OR THE BOTTOM OF THE WINGWALL.ALSO,A WEATHER. EACH BRIDGE UNIT SHALL BE CLEARLY MARKED BY WATERPROOF SUPPLY OF&,Y2"ANON THICK HARDBOARD OR PLASTIC SHIMS 13.8.2. NO BACKFILL SHALL BE PLACED AGAINST ANY STRUCTURAL ACCEPTABLE SOILS FOR USE IN ZONE B BACKFILL PAINT.THE FOLLOWING SHALL BE SHOWN ON THE INSIDE OF THE FOR VARIOUS SHIMMING PURPOSES SHALL BE ON SITE. ELEMENTS UNTIL THEY HAVE BEEN APPROVED BY THE ENGINEER. VERTICAL LEG OF THE BRIDGE SECTION: 13.3?PLACEMENT OF BRIDGE UNITS-THE BRIDGE UNITS SHALL BE 13.8.3. BACKFILL SHALL BE CONSIDERED AS ALL REPLACED BRIDGE SPAN x BRIDGE RISE PLACED AS SHOWN ON THE ENGINEER'S PLAN DRAWINGS. EXCAVATION AND NEW EMBANKMENT ADJACENT TO THE PRECAST PERCENT PASSING CHARACTER OF FRACTION DATE OF MANUFACTURE SPECIAL CARE SHALL BE TAKEN IN SETTING THE ELEMENTS TO CONCRETE ELEMENTS.THE PROJECT CONSTRUCTION AND TYPICAL AASHTO AASHTO US SIEVE NO. PASSING NO.40 SIEVE NAME OR TRADEMARK OF THE MANUFACTURER THE TRUE LINE AND GRADE.THE JOINT WIDTH BETWEEN MATERIAL SPECIFICATIONS,WHICH INCLUDE THE SPECIFICATIONS USCS GROUP SUBGROUP SOIL DESRIPTION 12. INSTALLATION PREPARATION ADJACENT PRECAST UNITS SHALL NOT EXCEED%". FOR EXCAVATION FOR STRUCTURES AND ROADWAY EXCAVATION MATERIALS #10 #40 #200 LIQUID PLASTICITY TO ENSURE CORRECT INSTALLATION OF THE PRECAST CONCRETE AND EMBANKMENT CONSTRUCTION,SHALL APPLY EXCEPT AS LIMIT INDEX BRIDGE SYSTEM,CARE AND CAUTION MUST BE EXERCISED IN 13.4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THE MODIFIED IN THIS SECTION. LARGELY GRAVEL BUT CAN FORMING THE SUPPORT AREAS FOR BRIDGE UNITS,HEADWALL,AND STRUCTURE SPAN DURING ALL PHASES OF INSTALLATION.DUE TO 13.8.4. BACKFILL ZONES: GW,GP,SP A-le 50 MAX 30 MAX 15 MAX 6 MAX INCLUDE SAND AND FINES WINGWALL ELEMENTS.EXERCISING SPECIAL CARE WILL FACILITATE THE ARCH SHAPE,BRIDGE ELEMENTS WILL TEND TO SPREAD •IN-SITU SOIL THE RAPID INSTALLATION OF THE PRECAST COMPONENTS. UNDER SELF-WEIGHT.IT IS IMPERATIVE THAT ANY LATERAL •ZONE A:CONSTRUCTED EMBANKMENT OR OVERFILL. GM,SW, Al GRAVELLY SAND OR GRADED 12.1. FOOTINGS SPREADING OF THE BRIDGE ELEMENTS BE AVOIDED DURING AND •ZONE B:FILL THAT IS DIRECTLY ASSOCIATED WITH PRECAST SP,SM A-lb 50 MAX 25 MAX 6 MAX SAND,MAY INCLUDE FINES DO NOT OVER EXCAVATE FOUNDATIONS UNLESS DIRECTED BY AFTER THEIR PLACEMENT.GENERALLY,HORIZONTAL CABLE TIES CONCRETE BRIDGE INSTALLATION. SITE SOIL ENGINEER TO REMOVE UNSUITABLE SOIL. OR TIE RODS ARE SHIPPED IN THE LARGER BRIDGE ELEMENTS TO •ZONE C:ROAD STRUCTURE. GM,SM,ML, A-24 35 MAX 40 MAX 10 MAX SANDS,GRAVELS WITH LOW- ASSIST IN PREVENTING THIS SPREADING.CABLE TIES/TIE RODS 13.8.5. REQUIRED BACKFILL PROPERTIES SP,GP PLASTICITY SILT FINES THE SITE SOILS ENGINEER SHALL CERTIFY THAT THE BEARING SHALL NOT BE REMOVED UNTILL BRIDGE UNITS ARE GROUTED 13.8.5.1.IN-SITU SOIL-NATURAL GROUND IS TO BE SUFFICIENTLY A2SANDS,GRAVELS WITH CAPACITY MEETS OR EXCEEDS THE FOOTING DESIGN AND GROUT HAS CURED.IT IS RECOMMENDED THAT TEMPORARY STABLE TO ALLOW EFFECTIVE SUPPORT TO THE PRECAST SC,GC,GM A-2-5 35 MAX 41 MIN 10 MAX PLASTIC SILT FINES REQUIREMENTS,PRIOR TO THE CONTRACTOR POURING OF THE HARDWOOD BLOCKS BE USED IN CONJUNCTION WITH THE CABLE CONCRETE BRIDGE UNITS,AS A GUIDE,THE EXISTING FOOTINGS. TIES/TIE RODS TO MAINTAIN SPAN.IF,HOWEVER,DUE TO SITE NATURAL GROUND SHOULD BE OF SIMILAR QUALITY AND NON- RESTRICTIONS,THESE CABLE TIES/TIE RODS MUST BE REMOVED DENSITY TO ZONE B MATERIAL FOR MINIMUM LATERAL SP,SM,SW A3 51 MIN 10 MAX PLASTIC FINE SANDS THE BRIDGE UNITS AND WINGWALLS SHALL BE INSTALLED ON PRIOR TO PLACEMENT OF THE BRIDGE ELEMANTS,THE DIMENSION OF ONE BRIDGE SPAN OUTSIDE OF THE BRIDGE EITHER PRECAST OR CAST-IN-PLACE CONCRETE FOOTINGS.THE CONTRACTOR MUST NOTIFY CONTECH(MANUFACTURER)AND FOOTING. ML,SM,SC A4 36 MIN 40 MAX 10 MAX LOW-COMPRESSIBILTY SILTS SIZE AND ELEVATION OF THE FOOTINGS SHALL BE AS DESIGNED REQUEST A SUGGESTED INSTALLATION PROCEDURE. 13.8.5.2.ZONE A-ZONE A REQUIRES FILL MATERIAL WITH BY THE ENGINEER.A KEYWAY SHALL BE FORMED IN THE TOP SPECIFICATIONS AND COMPACTING PROCEDURES EQUAL TO SURFACE OF THE BRIDGE FOOTING AS SPECIFIED ON THE PLANS. IN ADDITION,IF THE CABLE TIESYTIE RODS MUST BE REMOVED THAT FOR NORMAL ROAD EMBANKMENTS. NO KEYWAY IS REQUIRED IN THE WINGWALL FOOTINGS,UNLESS PRIOR TO SETTING ARCH UNITS,THE FOLLOWING QUALITY 13.8.5.3.ZONE B-GENERALLY,SOILS SHALL BE REASONABLY FREE OTHERWISE SPECIFIED ON THE PLANS. CONTROL PROCEDURE MUST BE FOLLOWED: OF ORGANIC MATTER,AND,NEAR CONCRETE SURFACES, 1)FIND"MEASURED SPAN"UPON ARCH UNITS DELIVERY TO FREE OF STONES LARGER THAN 3"IN DIAMETER SEE CHARTS THE FOOTINGS SHALL BE GIVEN A SMOOTH FLOAT FINISH AND SITE,PRIOR TO LIFTING FROM TRUCK AND REMOVING CABLE FOR DETAILED DESCRIPTIONS OF ACCEPTABLE SOILS. SHALL REACH A COMPRESSIVE STRENGTH OF 2,000 PSI BEFORE TIESITIE RODS."MEASURED SPAN"SHALL BE THE AVERAGE OF 13.8.5.4.ZONE C-ZONE C IS THE ROAD SECTION OF GRAVEL, FINISHED PLACEMENT OF THE BRIDGE AND WINGWALL ELEMENTS. (3)SPAN MEASUREMENTS ALONG THE LAY LENGTH OF THE ASPHALT OR CONCRETE BUILT IN COMPLIANCE WITH LOCAL GRADE BACKFILLING SHALL NOT BEGIN UNTIL THE FOOTING HAS REACHED ARCH UNIT. ENGINEERING PRACTICES. THE FULL DESIGN COMPRESSIVE STRENGTH. 2)AFTER SETTING OF BRIDGE UNIT ON THE FOUNDATION, 13.8.5.5.GEOTECHNICAL ENGINEER SHALL REVIEW GRADATIONS OF C C VERIFY THE SPAN.THIS"INSTALLED SPAN MEASUREMENT' ALL INTERFACING MATERIALS AND,IF NECESSARY, THE FOOTING SURFACE SHALL BE CONSTRUCTED IN ACCORDANCE SHALL NOT EXCEED THE MAXIMUM OF: RECOMMEND GEOTEXTILE FILTER FABRIC(PROVIDED BY WITH GRADES SHOWN ON THE PLANS.WHEN TESTED WITH A 10'-0" A)THE NOMINAL SPAN-V OR CONTRACTOR) LIMITS OF CRITICAL STRAIGHT EDGE,THE SURFACE SHALL NOT VARY MORE THAN&IN B THE"MEASURED SPAN" LL w BACKFILL ZONE B 10'-0". IF THE"INSTALLED SPAN MEASUREMENT'EXCEEDS THIS AMOUNT, 13.8.6. PLACING AND COMPACTING BACKFILL g;'�; x THE ARCH UNIT SHALL BE LIFTED AND RE-SET UNTIL THE DUMPING FOR BACKFILLING IS NOT ALLOWED ANY NEARER THAN IF A PRECAST CONCRETE FOOTING IS USED,THE CONTRACTOR "INSTALLED SPAN MEASUREMENT MEETS THE LIMITS. T-0"FROM THE BRIDGE LEG. A ° °�° o A SHALL PREPARE A 4"THICK BASE LAYER OF COMPACTED B B GRANULAR MATERIAL THE FULL WIDTH OF THE FOOTING PRIOR TO 13.5. PLACEMENT OF WINGWALLS,HEADWALLS AND FOUNDATION UNITS THE FILL MUST BE PLACED AND COMPACTED IN LAYERS NOT PLACING THE PRECAST FOOTING. -THE WINGWALLS,HEADWALLS AND FOUNDATIONS SHALL BE EXCEEDING 8".THE MAXIMUM DIFFERENCE IN THE SURFACE TO ROADWAY PLACED AS SHOWN ON THE PLAN DRAWINGS.SPECIAL CARE LEVELS OF THE FILL ON OPPOSITE SIDES OF THE BRIDGE MUST oiTb THE FOUNDATIONS FOR PRECAST CONCRETE BRIDGE ELEMENTS SHALL BE TAKEN IN SETTING THE ELEMENTS TO THE TRUE LINE NOT EXCEED 2'-W. _ BASE/FINISH AND WINGWALLS MUST BE CONNECTED BY REINFORCEMENT TO AND GRADE. 8aeci GRADE OR 2'-0"MIN. AA FORM ONE MONOLITHIC BODY.EXPANSION JOINTS SHALL NOT BE 13.6. JOINT PROTECTION AND SUBSURFACE DRAINAGE THE FILL BEHIND WINGWALLS MUST BE PLACED AT THE SAME TIME �`VN _ USED. 13-6.1. EXTERNAL PROTECTION OF JOINTS-THE BUTT JOINT MADE BY AS THAT OF THE BRIDGE FILL.IT MUST BE PLACED IN IN-SITU IN-SITU TWO ADJOINING BRIDGE UNITS SHALL BE COVERED WITH A%"x PROGRESSIVELY PLACED HORIZONTAL LAYERS NOT EXCEEDING 8" SOIL ,iil ° SOIL THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE 1%"PREFORMED BITUMINOUS JOINT SEALANT AND A MINIMUM OF PER LAYER. 'J g4; r' CONSTRUCTION OF THE FOUNDATIONS PER THE PLANS AND A 9"WIDE JOINT WRAP.THE SURFACE SHALL BE FREE OF DIRT YYY YYY SPECIFICATIONS. BEFORE APPLYING THE JOINT MATERIAL.A PRIMER COMPATIBLE THE BACKFILL OF ZONE B SHALL BE COMPACTED TO A MINIMUM - WITH THE JOINT WRAP TO BE USED SHALL BE APPLIED FOR A DENSITY OF 95%OF THE STANDARD PROCTOR,AS REQUIRED BY 13. INSTALLATION MINIMUM WIDTH OF 9"ON EACH SIDE OF THE JOINT.THE EXTERNAL AASHTO T-99. 13.1. GENERAL-THE INSTALLATION OF THE PRECAST CONCRETE WRAP SHALL BE CS212 BY CONCRETE SEALANTS INC.,EZ-WRAP SPAN FILL HEIGHT ACCEPTABLE MATERIAL ELEMENTS SHALL BE AS EXPLAINED IN THE PUBLICATION RUBBER BY PRESS-SEAL GASKET CORPORATION,SEAL WRAP BY SOIL WITHIN V-0"OF CONCRETE SURFACES SHALL BE INSIDE ZONE B CON/SPAN BRIDGE SYSTEMS INSTALLATION HANDBOOK. MAR MAC MANUFACTURING CO.INC.OR APPROVED EQUAL.THE HAND-COMPACTED.ELSEWHERE,USE OF ROLLERS IS S 24'-0" x 12'-0" At,A3 13.1.11 LIFTING-IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO JOINT SHALL BE COVERED CONTINUOUSLY FROM THE BOTTOM OF ACCEPTABLE.IF VIBRATING ROLLER-COMPACTORS ARE USED, ENSURE THAT A CRANE OF THE CORRECT LIFTING CAPACITY IS ONE BRIDGE SECTION LEG,ACROSS THE TOP OF THE BRIDGE AND THEY SHALL NOT BE STARTED OR STOPPED WITHIN ZONE B AND S 24'-0" �12'-0" Al,A2,A3,A4 AVAILABLE TO HANDLE THE PRECAST CONCRETE UNITS.THIS CAN TO THE OPPOSITE BRIDGE SECTION LEG.ANY LAPS THAT RESULT THE VIBRATION FREQUENCY SHOULD BE AT LEAST 30 >24'-0" ALL A1,A3 BE ACCOMPLISHED BY USING THE WEIGHTS GIVEN FOR THE IN THE JOINT WRAP SHALL BE A MINIMUM OF 6"LONG WITH THE REVOLUTIONS PER SECOND. PRECAST CONCRETE COMPONENTS AND BY DETERMINING THE OVERLAP RUNNING DOWNHILL. LIFTING REACH FOR EACH CRANE UNIT,SITE CONDITIONS MUST BE 13.6.2. IN ADDITION TO THE JOINTS BETWEEN BRIDGE UNITS,THE THE BACKFILL MATERIAL AND COMPACTING BEHIND WINGWALLS BACKFILL REQUIREMENTS CHECKED WELL IN ADVANCE OF SHIPPING TO ENSURE PROPER JOINT BETWEEN THE END BRIDGE UNIT AND THE HEADWALL SHALL SHALL SATISFY THE CRITERIA FOR THE BRIDGE BACKFILL,ZONE B. CRANE LOCATION AND TO AVOID ANY LIFTING RESTRICTIONS.THE ALSO BE SEALED AS DESCRIBED ABOVE.IF PRECAST WINGWALLS LIFT ANCHORS OR HOLES PROVIDED IN EACH UNIT ARE THE ONLY ARE USED,THE JOINT BETWEEN THE END BRIDGE UNIT AND THE BACKFILL AGAINST A WATERPROOFED SURFACE SHALL BE PLACED VARIES BY VARIES SEE MEANS TO BE USED TO LIFT THE ELEMENTS.THE PRECAST WINGWALL SHALL BE SEALED WITH A 2'-0"STRIP OF FILTER FABRIC. CAREFULLY TO AVOID DAMAGE TO THE WATERPROOFING ANCHOR TYPE FABRICATION CONCRETE ELEMENTS MUST NOT BE SUPPORTED OR RAISED BY ALSO,IF LIFT HOLES ARE FORMED IN THE BRIDGE UNITS,THEY MATERIAL. A=T-2" DRAWINGS OTHER MEANS THAN THOSE GIVEN IN THE MANUALS AND SHALL BE PRIMED AND COVERED WITH A 9"x 9"SQUARE OF JOINT 13.8.7. BRIDGE UNITS g=4'-1" LIMITS OF DRAWINGS WITHOUT WRITTEN APPROVAL FROM CONTECHO WRAP, FOR FILL HEIGHTS OVER 12 FEET(AS MEASURED FROM TOP C=5'-1" EXCAVATION w ENGINEERED SOLUTIONS. 13-6.3. DURING THE BACKFILLING OPERATION,CARE SHALL BE TAKEN CROWN OF BRIDGE TO FINISHED GRADE),NO BACKFILLING MAY FINISHED GRADE D=6'-1' 13.1.2. CONSTRUCTION EQUIPMENT WEIGHT RESTRICTIONS-IN NO TO KEEP THE JOINT WRAP IN ITS PROPER LOCATION OVER THE BEGIN UNTIL A BACKFILL COMPACTION TESTING PLAN HAS BEEN S CASE SHALL EQUIPMENT OPERATING IN EXCESS OF THE DESIGN JOINT. COORDINATED WITH AND APPROVED BY CONTECH®ENGINEERED COMPACTED MATERIAL E-7-1" MIN. TIE RODS LOAD(HL-93)BE PERMITTED OVER THE BRIDGE UNITS UNLESS 13.6.4. SUBSOIL DRAINAGE SHALL BE AS DIRECTED BY THE SOLUTIONS. (SAME AS UNIT BACKFILL) F-8-1" ZONE A 3 APPROVED BY CONTECH®ENGINEERED SOLUTIONS. ENGINEER. 13.8.8. WINGWALLS 0 13.1.2.1.IN THE IMMEDIATE AREA OF THE BRIDGE UNITS,THE BACKFILL IN FRONT OF WINGWALLS SHALL BE CARRIED TO FOLLOWING RESTRICTIONS FOR THE USE OF HEAVY 13.7. GROUTING GROUND LINES SHOWN IN THE PLANS. z CONSTRUCTION MACHINERY DURING BACKFILLING 13.7.1. GROUTING SHALL NOT BE PERFORMED WHEN TEMPERATURES 13.8.9. MONITORING 3 OPERATIONS APPLY: ARE EXPECTED TO GO BELOW 35°FOR A PERIOD OF 72 HOURS. THE CONTRACTOR SHALL CHECK SETTLEMENTS AND HORIZONTAL 'g.g .Q o •NO CONSTRUCTION EQUIPMENT SHALL CROSS THE BARE GROUTING SHOULD BE COMPLETED AS SOON AS PRACTICAL DISPLACEMENT OF FOUNDATION TO ENSURE THAT THEY ARE ¢�"P° �Y°d °Od y PRECAST CONCRETE BRIDGE UNIT. AFTER PRECAST ARCHES HAVE BEEN INSTALLED.FILL THE WITHIN THE ALLOWABLE LIMIT PROVIDED BY THE ENGINEER. 4 bo. AFTER THE COMPACTED FILL LEVEL HAS REACHED A MINIMUM OF BRIDGE-FOUNDATION KEYWAY WITH CEMENT GROUT(PORTLAND THESE MEASUREMENTS SHOULD GIVE AN INDICATION OF THE Qo«�ooa°Coo.° ebooti°B j4"OVER THE CROWN OF THE BRIDGE,CONSTRUCTION EQUIPMENT CEMENT AND WATER OR CEMENT MORTAR COMPOSED OF SETTLEMENTS AND DEFORMATIONS ALONG THE LENGTH Of THE PRECAST �m tid ebod ebod° Q WITH A WEIGHT OF LESS THAN 10 TONS MAY CROSS THE BRIDGE. PORTLAND CEMENT,SAND AND WATER)WITH A MINIMUM 28-DAY FOUNDATIONS. WINGWALL ebo%t obo• 0bo•Q LIMITS OF CRITICAL Q AFTER THE COMPACTED FILL LEVEL HAS REACHED A MINIMUM OF COMPRESSIVE STRENGTH OF 3000 PSI.VIBRATE AS REQUIRED TO Goo^ 000° Doti° oQce° BACKFILL ZONE(C.B2.) h V-0"OVER THE CROWN OF THE BRIDGE,CONSTRUCTION ENSURE THAT THE ENTIRE KEY AROUND THE BRIDGE ELEMENT IS THE FIRST MEASUREMENT SHOULD TAKE PLACE AFTER THE •�Odo EQUIPMENT WITH A WEIGHT OF LESS THAN 30 TONS MAY CROSS COMPLETELY FILLED.IF BRIDGE ELEMENTS HAVE BEEN SET WITH ERECTION OF ALL PRECAST BRIDGE SYSTEM ELEMENTS,A o�OC, o ¢ THE BRIDGE. TEMPORARY TIES(CABLES,BARS,ETC.)GROUT MUST ATTAIN A SECOND AFTER COMPLETION OF BACKFILLING,AND A THIRD oo�u° BEFORE OPENING OF THE BRIDGE TO TRAFFIC.FURTHER O AFTER THE COMPACTED FILL LEVEL HAS REACHED THE DESIGN MINIMUM COMPRESSIVE STRENGTH OF 1500 PSI BEFORE TIES MAY 8 COVER,OR 2'-0"MINIMUM,OVER THE CROWN OF THE PRECAST BE REMOVED. MEASUREMENTS MAY BE MADE ACCORDING TO LOCAL o�O ar CONCRETE BRIDGE,CONSTRUCTION EQUIPMENT WITHIN THE 13.7.2. ALL GROUT SHALL HAVE A MAXIMUM AGGREGATE SIZE OF'/°". CONDITIONS. DESIGN LOAD LIMITS FOR THE ROAD MAY CROSS THE PRECAST 13.7.3. LIFTING AND ERECTION ANCHOR RECESSES SHALL BE FILLED CONCRETE BRIDGE. WITH GROUT. IN-SITU a 13.2. LEVELING PAD/SHIMS-THE BRIDGE UNITS AND WINGWALLS SHALL 13.7.4. AFTER GROUT HAS REACHED ITS DESIGN STRENGTH THE SOIL BE SET ON HARDBOARD SHIMS CONFORMING TO ASTM D1037 OR TEMPORARY HARDWOOD WEDGES SHALL BE REMOVED AND THEIR GROUT r PLASTIC SHIMS(DAYTON SUPERIOR P-80,P-81 OR APPROVED HOLES FILLED WITH GROUT. EQUAL)MEASURING 5"x 5",MINIMUM,UNLESS SHOWN OTHERWISE 13.8. BACKFILL z ON THE PLANS.A MINIMUM GAP OFY2"SHALL BEPROVIDED 13.8.1. DO NOT PERFORM BACKFILLING DURING WET OR FREEZING WALL BACKFILL REQUIREMENTS o BETWEEN THE FOOTING AND THE BOTTOM OF THE BRIDGE'S i g Tna eaai and ilnmmar n anown w Ibis erawm ea4 ea a is pravi PROJECT No.: SEQ.No.: DATE: npraject owner,en awn b t° Contacn Enginaemd Solutions LLC PConteG,'7.N.M., ertNs ��I%� CON/SPAN O-SERIES s drewwg,nor any pen mereoL may oa uses.reproaucea or C=...N T EC H coN sp�o►N. O moduiaamany manner wunom lne prior wrdmn owaam or IY DESIGNED: DRAWN: C--h.Faii.a b wmpy is done auhe,w,s owe HA and (� 2 Cartoon expressly disclaims,,liability responsibilitytor ENGINEERED SOLUTIONS LLC . -SERIES_ SPECIFICATIONS DYO DYO weach use. 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CITY OF LAKE ELSINORE DALE N R.C.E.59808 (EXP.12/31/24) 07/1,12023 LAKE ELSINORE,CALIFORNIA t CONSIDER A COMPLETE SYSTEM WITH ARMORTEC REVETMENT I FLU C CONSPAN O-SERIES NON-ERODIBLE BACKFILL AS SPECIFIED BY FOR 4,000 PSI Q ARMORFLEX CONCRETE Z 8 8 a S a S 3 S CONCRETE Q 8 9 9 8 a 8 8 9 8 8 9 8 a il 1 8 1 9 8 8 a 8 8 a 8 8 9 MATTRESS ARMORFLEX a CONCRETE a MATTRESS _ I SITE SPECIFIC - 4 ` ARMORFLEX A ` a° I GEOTEXTILE SITE SPECIFIC MATTRESSES - a. , ,a. : GEOTEXTILE --d----j ARMORFLEX FULL INVERT- CLOSED CELL ARMORFLEX FULL INVERT N.T.S. PARTIAL LAYOUT PLAN ARMORFLEX STRUCTURE TERMINATION K—A1 N.T.S. N.T.S. e ARMORFLEX WINGWALL ill-ft'l* SITE SPECIFICGEOTEXTILE TERMINATION (TURN ENDS UP) N.T.S. � , ZARMORFLEX Q C FL_ OW n NON ERODIBLE CONCRETE MATTRESS BACKFILL APPROVED BELLY BAND SUBGRADE A-JACK ARMORFLEX PARTIAL INVERT OA� ZM�� N.T.S. ARMORFLEX PARTIAL INVERT STANDARD TERMINATION c PARTIAL LAYOUT PLAN N.T. . STONES Z - TO WALL � N.T.S. 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