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HomeMy WebLinkAboutENG-2023-00231 PG PLAN NO 23-231-23-240 PRECISE GRADING PLAN RIVERSIDE COUNTY HOA PARK SITE - L O T 143 TRACT 37305IRSC : elnewed NY:dmbBf5GRADING NOTES.• 2:4:06 PM,Nov 15 2023 lan Check Me.::'pC3 ,g�s PO Return with NeRt Submittal 2 1. ALL WORK SHALL BE DONE IN ACCORDANCE NTH THE CITY OF LAKE ELSNGRE MUNICIPAL CODE, CHAPTER CITY OF LAKE ELSINORE NICHOLSRO 1572 AND APPLICABLE STANDARDS AND SPERFlCATICNS AND D THE LATEST EDITION OF THE UNIFORM BUILDING CODE FOIE - Nis AVf W (U.B.C.),CHAPTER33 2 A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT CITY AF LAKE ELSINORE,PRIOR TO ANY LOCATION OPERA THE DEVELOPER AND/OR THE CONTRACTOR SHALL NODFY ALL URUTY COMPANIES AND USA. ALERT COUNTY OF RIVERSIDE, CALIFORNIA (1-800-422-4133)FORTY-EIGHT(48)HOURS PRIOR 70 GRADING. CITY OF P9�e 4. THE CCNIRAC70R SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST TWENTY--FOUR(24)HOURS OV Y LAKE ELSINORE ADVANCE OF BEGINNING GRADING OPERATIONS EROSION CONTROL NOTES PRIVATE ENGINEERS NOTICE TO CONTRACTOR 5. DUST SHALL BE CONTROLLED BY WA7ERING QU OTHER METHODS APPROVED BY THE CITY ENGINEER. 6. CUT SLOES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS OTHRW-V APPROVED,AND L ALL£RO-90V CONTROL PLANS SHALL BE IN ACCORDANCE NTH CITY OF LAKE ELSINORE ORDINANCE NOS 529, 772, 1237, 1004, CONSTRUCTION S17E 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR SHALL BE SHOWN ON THE PLAN. BEST MANAGEMENT PRACTICES(BMPS),AND STANDARDS OUTLINED WITHIN THE LAKE ELSINORE DESIGN MANUAL JOB S17E CONDITIONS DURING THE COURSE OF CONSTRUCTION; INCLUDING SAFETY OF ALL >! 7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL 70 1 VERTICAL, UNLESS O7HRW.5E APPROVED, 2 THE DEVFLOER/CAVIRACTOR IS RESPONSIBLE FOR ANY DISCHARGES BY SUBCONTRACTORS PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE SHALL BE-SHOWN DIV PLAN, AND SHALL NOT HAVE LESS THAN 90%RELATIVE COMPACTION OUT TO THE FINISHED J. IN CASE OF EMERGENCY, CALL KAZMIER KEVIN(RESPONSIBLE PERSON)AT 951)537-0866(24-HOUR PHONE NUMBER). LIMI7ED TO NORMAL IN7RKING HOURS THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND SURFACE 4. DEVICES TO REDUCE EROSION DAMAGE SHALL NOT BE PLACED MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE QUALIFIED SWPPP DEVELOPER, � THE LYNR AND NTH ENGINEER PERFORMANCE M ANY WOR AND AL THIS LIIBBILITY£CT-REAL OR VICINITY MAP & FILLS SHALL BE COMPACTED THROUGHOUT 70 9OX DENSITY AS DETERMINED BY THE MODIFIED THREE(3) CITY ENGINEER,OR IN AN EMERGENCY,BY THE PERSON RESPONSIBLE FOR GRADING OPERA77CRS FOR UABICNY ARISING ROAN H SOLE NEGLIGENCE OF THE OWNER OR PROJENGNECT LAYER A.S T.M.D-1557-70 TEST METHOD. 5 AREAS THAT ARE CLEARED AND (WADED SHALL BE LIMITED TO ONLY THE PORTION OF THE 577E THAT IS NECESSARY FOR CONSTRUCTION. THE NOT TO SCALE 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS SCRIFlED,AND INSPECTED BY THE GRADING CONSTRUCTION 97E SHALL BE MANAGED TO MINIMIZE THE EXPOSURE 77ME OF DISTURBED SOIL AREAS THROUGH PHASING AND SCHEDULING OF GRADING AND 2 ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED OR FOUND ON PUBLIC RECORDS INSPECTOR AND APPROVED SOILS 7ES77NG AGENCY PRIOR TO THE PLACING OF FILL THE USE OF TEMPORARY AND PERMANENT SOIL STABILIZATION. ARE INDICATED NTH TEAR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY THOMAS GUIDE,PAGE 836,GRID 07,2006 1O. LC FILL MATERIAL STALL BE CLEAN EARTH. NO FILL STALL BE PLACED UN77L PREPRA77ON OF GROUND IS 6. ONCE DISTURBED, GRADED SLOPES EXCEEDING A 3..1 RA770 AND/OR TEN(10)FEET IN HEIGHT(TEMPORARY OR PERMANENT)SHALL BE STABILIZED IF ACCEPTING HIES-PLANS OR PROCEEDING NTH THE IMPROVEMEN75 HEREON, AGREES TO SO BRNRDINO&RIVERSDE COUNTY ED17IOV APPROVED BY THE SOILS ENGINEER. THEY WILL NOT BE WORKED WTHIN 7 DURING THE STORM SEASON, ALL SLOPES SHALL BE STABILIZED 24 HOURS PRIOR TO A PREDICTED STORM EVENT. ASSUME LIABILITY AND HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESUL7NG 1f. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN I'PER FOOT FOR A C'ONS7RUCIl0N SITES SHALL BE REVEGETAIED AS EARLY AS FEASIBLE AFTER SOIL DISTURBANCE AND WITHIN 7-DAYS OF COMPLETION. FROM THE EX157ENCE OF UNDERGROUND UTIURES OR STRUCTURES NOT REPORTED OR MINIMUM OF THREE(3)FEET, THEN 1R'(MINIMUM)TO FLOW LINE OF EARTH SWALE. 7. FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE 70P OF THE SLOPE AT THE CONCLUSION OF EACH WORKING DAY. INDICATED ON PUBLIC RECORDS,OR THOSE CONSTRUCTED AT VARIANCE NTH REPORTED OR 12. MINIMUM BUILDING PAD AND DRAINAGE SWLE SLOE SHALL BE 1%!F CUT OR FILL SLOPE IS LESS THAN TEN & THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE SIGNS POSTED ONTHE 577E TO WARN AGAINST PUBLIC TRESPASS INTO AREAS WHERE WATER IS RECORD LOCATIONS THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER FOUND AT FEET(109,AND 2$IF CUT OR FILL IS GREATER THAN TEN FEET(109.DRAINAGE SHALES SHALL BE A MINIMUM OF IMPOUNDED. THE SITE.IT STALL BE THE CONTRACTORS RESPONSIBILITY TO N077FY THE ONNfRS OF ALL 0.5'DEEP AND CONSTRUCTED A MINIMUM OF TWO FEET(2)FROM THE TOP OF CUT OR FILL SLOPES 9. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. 13 PROVIDE 5'WIDE BY 1'HIGH BERM OR EQUIVALENT LONG THE TOP OF ALL FILL SLOPES OVER 5'HIGFI 10. PLACEMENT OF DEVICES 70 REDUCE EROSION DAMAGE NTHNN THE DEVELOPMENT SHALL BE SHOWN CN THE APPROWED PLAN. 14. PROVIDE A BROW DITCH, DESIGNED 70 HANDLE ONE HUNDRED(100) YEAR S70RM FLOWS ALONG THE TOP OF 11. DESL7ING FACILITIES AT ALL DRAINAGE INLETS FOR THE GRADED SITE SHALL BE DESIGNED FOR A TWENTY-FIVE(25) YEAR, SIX(6)HOUR STORM 3 THE ENGINEER PREPARING THESE PLANS NLL NOT BE RESPONSIBLE FOR, OR LIABLE FOR CUT SLOPES INTENSITY. THEY MUST BE DETAILED ON THE DESIGN AND SPECIFIC RECOMMENDATIONS SHALL BE SUBMITTED FOR THE FOLLOWING- o)DESIL77NG BASIN UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS ALL CHANGES TO THESE PLANS 15 NO OBSTRUC7701V OF FLOOD PLAINS OR NA7URL WATER COURSES SHALL BE PERMITTED. VOLUME BASED ON GRADIENT AND NATURE OF SOILS b) THE EXTENT OF ALL GRADED AREAS AND IDEN77RCA77ON OF ANY TEMPORARY SOIL STABILIZATION MUST BE IN V077NG AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS 16. A SOILS ENGINEER SIALL BE RETAINED BY THE DEVELOPER, TO SUPRWSE GRADING AND PROVIDE A FINAL MEASURES c)SIZE a-DE57L77NG BASN OUTLET PIPE AND OVERFLOW. d)DIKE REQUIREMENTS SHOW MINIMUM WALL WIDTH, SLOPE OF WALLS PERCENT 4. QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. CONTRACTORS SOILS REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS(SUBDIVISIONS)AND EXPANSVE CHARACTERISTICS OF CAIWACTION, ETC. e)OUTLET CONDITIONS FROM THE DE-SILTING BASIN SHALL NOT EXCEED DOWNSTREAM LIMITATIONS, WITH THE EXCRn(XJ OF OVERFLOW, SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR TO BIDDING FOR PLAN LEGEND ABBREVIATIONS THE SOIL WllCl IS TO BE DESIGNED TO PROVIDE CAPACITY OU 1.5 77MES THE MAXIMUM DESIGN FLOW. CONSTRUCTION A.C. ASPHALT CONCRETE 17. GRADING CER7zF7CA7TAV BY THE D£VELa°RS awL ENGINEER AND A FINAL COMPACTION REPORT BY A SOILS 12. NECESSARY MATERIALS SHALL BE AVAILABLE OV-STE AND AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES CENTERUPE AC,AG ACRE ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO ISSUANCE OF BUILDING OR TO REPAIR ANY DAMAGED ERO-SION CONTROL MEASURES WHEN A 50Z CHANCE OR GREATER OU RAIN WITHIN A 46 HOUR PERIOD IS FORECAST FOR LAKE PROPERTY LINE A.S. AGGREGATE BASE PERMI IS. ELSINORE BY THE NATIONAL OCEANIC AND A7MOSPHERIC AGENCY(NOAA). - - RIGHF OF WAY 1B THE SOILS ENGINEERING INWES77GA77ON DATED OC7OBER 22 2019 PREPARED BY GEO7EK. INC., ALONG NTH PROPOSED LOTLINE BC BEGIN OF CURVE SUBSEQUENT REPORTS BY PETRA GEOSCIENC£S INC: SHALL BE CONSDRED A PART OF THIS GRADING PLAN AND A BMPS SHALL 71 MAINTAINED AND INSPECTED 07 DAILY TO MINIMIZE AND/QU PREVENT O £N7RL BE IN L SOIL IN RUNOFF FROM DISTURBED SOIL BS BOTTOM OF STEP SHALL BE/N COMPLIANCE AREAS ON OUR(4)DAY RAIN ALL REMOVABLE PROTECTIVE FORTY CONTROL DEVICES SHOWN STALL BE IN PLACE AT 7Nf END OF EACH WORKING DAY EARTHWORK QUANTITIES 0 --' EXISTING STORK CB CATCH BASIN 19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT C.ERRFlCA77ON OF BUILDING PAD WHEN 7Nf FOUR(4)DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT(40%). EXISTING STORM DRAIN C/L,CL f CENTER LINE 14. AFTER A RAINSTORM,ALL PROJECT GENRATED SLT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS ONS7E PUBLIC DRAINS AND PIPES DRAINS RAW CUT 2OB-GY 250 CY EXISTING FORCEMMAIN SEWER C&G CURB AND CUTTER GIVEN. IF. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE NDELE SURFATION(WITH REQUIREESPECT TO MEAN SEA SHALL CE AND PIPES OF ADJACENT PROPERTIES AND DESIL71NG BASINS AND THE BASINS PUMPED DRY. ANY GRADED SLOPE BMPS DAMAGED DURING A RAINSTORM RAW FILL 390 cy 300 CY 0.5R PROPOSED GRADE&FLOW DIREC77av CY CUBIC YARD GIVEN. IF R ELEVATION NTH HALL BE TO ADJACENT GROUND SI/RFAC£IS REQUIRED, THE ACNE DISTANCE SHALL ALSO BE IMMEDIATELY REPAIRED.FAILURE TO PROVIDE EFFECTIVE MAINTENANCE MAY RESULT IN PENALTIES. NET EXPORT•-O-GY-50 CY IMPORT O.5s PROPOSED SUBSURFACE GRADE ABOVE THE ADJACENT GROUND SHALL Bf GIVEN. Ll OF DEEPENED FOOOTING 15. DISCHARGING OF CONTAMINATED SOILS VIA SURFACE EROSION IS PROHIBITED. 10. ALL PROPERTY CORNERS SHALL BE CLEANLY DELINEATED IN 7H£FIELD PRIOR TO COMMENCEMENT OF ANY VOLUMES VOLUMES DETERMINED FOR PERMIT PURPOSES'ONLY.CONTRACTOR ^700� PRDIIOPOSED CONTOUR DWYEA, DRIVEWAY 16. CCWSTRUCTICN ACCESS POINTS SHALL BE STABILIZED WITH A CCMHB/NATICN�R(KIC AND SHAKER PLATES YEAR-ROUND TO PREVENT (RACK-OUT IRJLUMES ICI BE DETERMINED INDEPFIJO£N71Y. CONSTRUCTION/GRADING ROUTINE STREET SWEEPING STALL BE PERFORMED ON ALL PAVED STREETS WHERE TRACKING IS OBSERVED. VACUUM SWEEPERS SHALL BE USED WHEN ^703� lop 11 cav70uR £a,EA EACH 21. STABILITY CALCULATIONS WITH A SAFETY FACTOR OF AT LEAST 1.5 STALL BE SUBMITTED BY A SOILS STREET SWEEPING BECOMES INEFFECTIVE. n.W GX-SLOE EC END OF CUR If ENGINEER TO THE BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER THIRTY FEET(30)IN 21 SLOPE RATIO EP END OF PAVEMENT VERTICAL HEIGHT. OWNER/APPLICANT --- --- TOE OF SLOPE EG EXSTING GROUND 22 A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE(1)FOOT. NPDES/STORM WATER POL1LIl10N NOTES HERITAGE HOMES EX,EXIST. EXISTING 23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS 70 BE PLACED, IT MUST BE CLEARED, KEYED AND PET X.� PROPOSED STREET LIGHT FF FlNISIED FLOAT BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT.PREPARATION SHALL BE RPROVED BY A REGSTB 5 PETERS CANYON; SUITE 3f0 ED SOILS 5 CA 92602 FH FIRE HYDRANT ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL SLOPES GREATER THAN 5.•1 ARE REQUIRED TO BE KEYED AND 1. FOR PROJECTS THAT REQUIRE COVERAGE UNDER THE GENERAL CONSTRUCTION PERMIT, 774E PROPERTY OWNER IS RESPONSIBLE FOR ENSURING 774AT A BENCHED. QUALIFIED SWPPP PRACTIRONR AND QUALIFIED SWPPP DEVELOPER(QSD)IMPLEMENT AND MAINTAIN THE SWPPP-APPROVED, PRE-QUALIFIED BMPS ROW PHONE (949)299-3B48 PROPOSED FIRE HYDRANT FG FINISHED(RAGE OWUNE 24. THE SOILS ENGINE SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES v. UPON COMPLETION THE CALIFORNIA S70RM WATER QUALITY ASSOCIATION (CASQA) HANDBOOK/ WEBSITE FOR CONSTRUCTION TO RETAIN SEDIMENTS AND POLLUTANTS OF CONTACT., EREM JOELSON I' FLENGINEER - DAYLIGHT LINE fs FINISHED SURFACE OF CLEARING AND DURING EXCAVATION AND BEFORE BALICFILL OF ALLUVIAL, COLLUVIL AND ]BRACED AREAS AND CONCERN FROM AREAS DISTURBED OlS1E TO THE MAXIMUM EXTENT PRACTICABLE DURING ANY PHASE OF CONSTRUCTION (PETRA BONS FOR ALL OTHERANY SUBSTRUCTURES b DURING ALL IMENTS AND GB GRADE BREAK AND FILLING OPERATTOVS a DURING INST��A77ONAOF BUTTRESS AND NG AND QUCANYON SUBGDRAINS AND RI.TER MA77ERIAL. PCHING OLLUTANTS OF C75� THE PCONCERN ROMROPERTY EAREAS R IS R ISTURBEDEONS7E 70 FOR OUTHE MAXIMUM EXTENT-RING THAT BMPS RATICABLE.R THE ON REROSION MCONTROL ENTED T MEASURES O RETAIN INCLUDE THOSE CIVIL ENGINEER DIRECTIO/OF FLOW OF GARAGE BREAK d WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. SHOWN ON THIS PLAN AS WELL AS ANY ADD17701VAL EROSION CONTROL MEASURES DICTATED BY FIELD CONDITIONS TO PREVENT EROSION AND/OR THE K&A ENGINEERING,HNC HP HIGH POINT INTRODUCTION OF POLLUTANTS INTO EXISTING PUBLIC STREETS AND/OR ONTO ADJACENT PROPERTIES DURING ANY PHASE OF CONSTRUCTION. INV INVERT GROUND EROSION CONTROL ALL GRADED SLOPES SHALL BE PLANTED WR7H FIFTEEN ICE PLANT OR ANOTHER APPROVED 357 N.SHERIDAN STREET,SUITE 117 _,: ..:p..' ' CONCRETE LE,LF LINEAL FEET GROUND COVER AT TWELVE/HOMES(12f ON CENTER. SLOPES OVER FIFTEEN FEET(15)IN VERTICAL HEIGHT, IN 2 FOR PROECTS THAT REQUIRE COVERAGE UNDR THE GENERAL CON57RUC17ON PERMIT, THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) CORONA, CA 92880 ADDITION 70 GROUND COVER, SILL BE PLANTED WITH APPROVED TREES, SHRUBS OR COUBYNATION THEREOF. SHALL BE KEPT ON-RIE AND MADE AVAILABLE UPON REQUEST OF A REPRESENTATIVE OF THE REGIONAL WATER QUALITY CONTROL BOARD (RWOCB) - PHONE. (951J 279-1800 AC PAVING LS LANDSLP LOW CAPE NT SHRUBS SHALL BE PLANTED AT TEN FEET (10) ON CENTER,• )BEES AT TWENTY FEET (20) ON CENTER.- SANTA ANA REGION ANDIOR THE 07Y OF LAKE ELSINORE. CONTACT KEITH G. OSBORN MAX MAXIMUM COMBINATIONS FIFTEEN FEET(15) ON CENTER. SLOPES OVER THREE FEET(3)IN VERTICAL HEIGHT STALL HAVE J. CONSTRUCTION S17ES SHALL BE MAINTAINED IN SUCH A CONDITION THAT AN ANTICIPATED STORM DOES NOT CARRY WASTES OR POLLUTANTS OFF THE PERMANENT IRRIGA ROYV SYSTEMS NTH BACCFLOW PREVENTION DEVICES PER U.B.C. 97E. DISCHARGES OF MATERIAL OTHER THAN STORM WATER (NON-STORM WATER) ARE PROHIBITED EXCEPT AS AUTHORIZED BY AN INDIWOUAC NPDES DO MIN MINIMUM 26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT PERMIT UNDER THE STATEWIDE GENERAL PERMIT-CONSTRUCTION ACTIVITY. SOILS ENGINEER MH MANHOLE ADJaNING PROPERTIES DURING THE GRADING PROECT. 4. P07EN77AL POLLUTANTS INCLUDE BUT ARE NOT LIMI7ED TO: SOLID OR LIQUID CHEMICAL SPILLS; WASTES FROM PAINTS STAINS SEALAN7S SOLVENTS, ~ � N.A.P. NOT-A-PART 27. APPROVED EROSION PREOV71W DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON PETRA GEOSCIENCES INC. NIS NOT TO SCALE DETERGENTS, LYUES, LIME, PESTICIDES HERBIpDES FERTILIZERS, WOOD PRESERVATIVES AND ASBESTOS FIBERS, PAINT FLAKES OR STUCCO FRAGMENTS,, AND SHALL BE IN PLACE AT THE END OF EACH DAYS WORK FUELS OILS LUBRICANTS, AND HYDRAULIC, RADIATOR OR BATTERY FLUIDS, CONCRETE AND RELATED CUTTING OR CURING RESIDUES; FLOATABLE WASTES; 40880 COUNTY CENTER DRIVE, SUI7F M PE PAD ELEVATION 28. ALL WORK SHALL CONFORM 70 THE CITY AND STA7E CONSTRUCTION SAFETY ORDERS, WASTES CA 92591 pL PROPERTY LINE WASTES FROM ENGINE/ND 7ES7T DURING CLEANING OR CHEMICAL DEGREASING; WASTES FROM STREET CLEANING AND SUPER-CHLORINATED POTABLE WATER BOULDERS 19. THE LOCATION AND PROTECTING OF ALL UTILITIES IS THE RESPONS781IJ AT ALL OF 7N£P£RMIITEE. FROM LINE FLUSHING AND TESTING. DURING CONSTRUCTION, DISPOSAL OF SUCH MATERIALS SHOULD OCCUR IN A SPECIFIED AND CONTROLLED TEMPORARY PHONE.' (951)600-9271 PROP, PROPOSED 31.. AN APPROVED SET OF GRADING PLANS BULL BE ON 7N£JOB SITE BALL TIME. AREA ON-SITE PHYSICALLY SEPARATED FROM P07EN77AL STORM WATER RUNOFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL STATE AND CONTACT, GRAYSON R. WALKER R/W,RW RIGHT OF WAY OP SANITARY FARUTIfS SHALL BE MAINTAINED CIN 7N£ RT£ RAN BEGINNING TO COMPLETION OF GRADING FEDERAL REQUIREMENTS SD STORM DRAIN J2 A ALL 5 RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT CONSTRUCTION SITE AND MUST NOT BE DISCHARGED TO RECEIVING WATERS S SEWER 32. ALL SLOPES SHALL B£PLANTED AND IRRIGATION FARUTIES SHALL BE PROVIDED FOR ALL SLOPES/N EXCESS OR THE LOCAL STORM DRAIN SYSTEM. OF THREE(3)FEET VR77CAL HEIGHT WITHIN NINETY(90)DAYS AFTER COMPLETION OF ROUGH GRADING AND STALL SOILS ENGINEER S CERTIfICATE Sf,SF. SNARE FEET 6. APPROPRIATE BMPS FOR CONSTRUCTION-RELATED IRS, OR AD WASTES SPILLS OR RESIDUES SHALL BE IMPLEMENTED 10 ELIMINATE OR REDUCE SW SIDEWALK BE IN ACCORDANCE KITH ARTY OF LAKE ELSINORE GRADING ORDNANCE N0. 882 PRIOR 70 THE APPROVAL�FINAL TRANSPLANT ROAN THE SITE TO STRR75 DRAINAGE FACILITIES, (R ADJOINING PROPERTIES BY WIND OR RUNOFF. THESE GRAGNC PLANS HAVE BEEN REVIEN£D BY THE UNDERSIGNED AND FOUND TO INSPECTION. 7. MATERIAL STORAGE AND STAGING AREAS SHALL BE ESTABLISHED. FUEL TANK, PORTABLE TOILETS LIQUIDS GELS AND POWDERS SHALL HAVE BE IN COMFORMANCE WITH THE RECOMMENDATIONS OUTLINED IN THE SOILS AND 7C TOP OF CURB 33 ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF(NTH THE SITE AND BE GEOLOGICAL RECONNAISSANCE REPORT PREPARED FOR THIS DEVELOPMENT IG TOP OF GRATE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACTURES RESULTING DIRECTLY OR INDIRECTLY FROM HIS SECO/DRY CONTAINMENT AND BE STORED AWAY FROM ALL PRIVATE/PUBLIC STORM WATER CONVEYANCE SYSTEMS SIDEWALKS RIGHTS-OF-WAYS AND GE07EK REPORT J2248-CR,DATED OCTOBER 2019 IS TOP OF S7EP OPRATIONS, WHETHER OR NOT SUCH FACILITIES RE SHOWN ON THESE PLANS FLOW-UNES PETRA GEOSGENCES LETTER 120-370 DATED MARCH 2027 71P. TYPICAL & ALL PORTABLE MARS SHALL HAVE PLAS77C LINERS UNDERNEATH NTH GRAVEL BAGS PLACES ON THE DOWN-HILL SIDE OF THE LINERS TO CONTAIN 34. THE DESIGN ENGINEER-CALL PROVIDE A MINIMUM OF ONE(1)BLUE TOP PER FINISHED PAD,PRIOR TO ROUGH W WATER D. CONES I GRADE APPROVAL 9. CONTROLLED STREET WARRING WILL ONLY BE ALLOWED PRIOR TO 7H£APPLICATION OF ASPHALT SEAL COATS AND ONLY WHEN ALL PERTINENT O� "yl 35. APPROXIMATE DA7E OF., DRAINAGE INLETS ARE PROTECTED. ```" W BEGINNING OPERATION.,MARL,2022 COMPLETION.,DECEMBER.2024 10. ALL CONSTRUCTION CONTACTORS AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWARE OF THE REQUIRED BMPS AND GOOD HOUSEKEEPING 'fy 36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL NTH A MAXIMUM DIMENSION GREATER THAN THREE INCHES(39 MEASURES FOR THE PROJECT S17E AND ANY ASSOCIATED CONSTRUCTION STATING AREAS 4/20/2023 WILL BE PLACED IN FILLS NTHIN ROADBED AREAS ORTHREE FEET(39 OF FINISH GRADES, UNLESS THE LOCATION, It DISCHARGING CONTAMINATED GROUNDWATER PRODUCED BY DEWA7ERING GROUNDWATER THAT HAS INFILTRATED INTO THE CONSTRUCTION 577E IS GRAY54W R. WALKER GE N. DAZE MATERIALS AND DISPOSAL METHODS ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER. PROHIBITED. DISCHARGING NON-CONTAMINATED GROUNDWATER PRODUCED BY DEWA7ERING ACTIVITIES MAY REQUIRE A NATIONAL POLLUTANT DISCHARGE „� 'k' It APPROVAL.J7. THE RRNER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND CERTAIN INSPECTION BEFORE 'Z'MINA77ON SYSTEM STORM WATER RUNOFF SHALLT FROM THE NOT BE DIRECTED OVER AN SLOPES WTHOUT PERMANENT DOWN DRAINS INSTALLED.EROSION AND SEDIMENT CONTROLS GIONAL WATER QUAL17-Y CONTROL BOARD. sq OF CA 38 (WADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE BUILDING INCLUDING MAINTENANCE ARE REQUIRED ON ALL EXPOSED SLOPES UNTIL SUFFlCENT PERMANENT LANDSCAPING HAS BEEN ESTABLISHED. 100%SLOPE DEPARTMENT. PROTECTION MUST BE IN PLACE PRIOR TO THE ISSUANCE OF THE FINAL CERTIFICATE OF OCCUPANCY. 39. THIS 97E HAS OBTAINED A NATIONAL POLLUTION PREVENTION EUMINA77ON SYSTEM (NPDES) PERMIT TO 13. VEGETATION CLEARING AND BRUSHING AC77N77ES SHALL NOT BE INITIATED DURING THE NET SEASON ON ANY S17ES WHICH ARE NOT ADEQUATELY REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES NPOfS VOID 148-33C389646 DATE PERMIT PROTECTED NTH DESL 77NG BASINS OR OTHER TEMPORARY DRAINAGE OR CONTROL MEASURES ISSUED: MARCH 55, 2021 14. STOCKPILES OF SOIL SHALL BE PROPERLY SECURED NTH BMPS TO ELIMINATE OR REDUCE SEDIMENT TRANSPORT FROM THE S17E TO STREETS, 40. DRAINAGE EASEMENTS WILL BE KEPT CLEAR OF ALL OBSTRUCTION. NO BUILDINGS OR WALLS SHALL BE DRAINAGE FACILITIES OR ADJACENT PROPERTIES WORK TO BE DONE SHEET INDEX PLACED WITHIN EASEMENT LIMITS. TEMPORARY IMPROVEMENTS ARE SUBJECT TO REMOVAL AT OWNRS EXPENSE. 15. STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO ELIMINATE OR REDUCE SEDIMENT TRANSPORT FROM THE S17E TO STREETS, DRAINAGE FACILITIES OR ADJACENT PROPERTIES NA RUNOFF, VEHICLE TRACKING OR NND. INACTIVE FOR A PERIOD OF 14 DAYS OR MORE SHALL BE COVERED; ACTIVE THIS PLAN INCLUDES THE PRECISE GRADING OF A PARK SHEET 1 TITLE SHEET AND GENERAL NOTES STOCKPILES SHALL BE COVERED PRIOR 70 A FORECASTED RAIN. SHEET 2 INDEX MAP,SECTION AND CONSTRUCTION NOTES 16. FOR PROJECT REQUIRING COVERAGE UNDER THE CONSTRUCTION GENERAL PERMIT, SPECIAL ATTENTION SHALL BE GIVEN TO PREPARATION AND SITE AT LOT 143 OF TR 37305. THE PRECISE !WADING SNEFT 3 DETAILS INSTALLATION OF THE RAIN EVENT AC77PN PLAN(REAP)AS REQUIRED BASED ON 577E RISK LEVEL OR AS MANDATED BY THE SANTA ANA REGIONAL BOARD PLAN ENSURES THAT ITS SITE MAINTAINS ADA SHEETS 4-6 PRECISE RAIDING PLANS ACCESSIBILITY AND THIN SUPPORTS PROPER DRAINAGE. THIS SWEET 7 EROSION DRAB PLAN p/n`�Jan O BENCH MARK' NPDES PERMIT,GENERAL PERMIT-CONSTRUCTION ACTIVITIES PARK NLL BE MAINTAINED BY HOA AND NLL INCLUDE SHEET 8 ERORON CONTROL PLAN D o IWA PICNIC AREAS,17. AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY, ALL CONSTRUCTION DEBRIS AND WA57E MATERIALS SHALL BE COLLECTED AND PROPERLY DISCOMPOSED GRANITE PATHS, RffET 9 PEDESTRIAN BRIDGE STRUCTURAL NOTES BY 8-95-61 DISPOSED OF IN COVERED RASH OR COVERED RECYCLE BINS DEO SHEET f0 PEDESTRIAN BRIO(-S77ZUC7URAL DETAILS FROM THE APPROXIMA IF INTERSECTION OF COLLIER 18 THIS 577E HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SY57EM PERMIT TO REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER SWALES, ROCK FEATURES PLAY LOT AND VARIOUS AVENUE AND NICYHGS ROAD 175 FEET SOUTHEASTERLY DISCHARGES NPDES WD/D 18-33C389646.DATE MID ISSUED:MARCH 5.2020 DRAINAGE DEVICES Dye IWO wam LONG COLLIER AND 38 FEET NORTHEASTERLY TO 19. THE UND£RRCNED CIVIL ENGINEER, A QUALIFIED QSP AND/OR OSD WLL REVIEW PLACEMENT OF EROSION CONTROL AND INSURE THAT WORK IS IN THIS PROJECT IS SUBJECT TO CLOW BENCHMARK 10 FEET SOUTHERLY OF A LIGHT STANDARD BEFORE DAYS BEFORE ACCORDANCE NTH THE APPROVED PLANS CASE NO. 19-09-0467R AND 10 FEET SOUTHERLY OF END pF CURB.SET CHISELED YOU DIG YOU DIG SQUARE ON NORTHEASTERLY CURB (f� � - p� - DATED: 9-23-2019 TOLL FREE 1-800 422-4133 ELEVATION. 1271.76'(NGVO 299 �/� c RCE 36M,EXP.=2024,DATE 042023 E,RS C 5/25/'2 3'M B� ERSC 12/08/23 M B DELTA 1 DATUM., NAVY 29 A PUBLIC SERVICE BY (SIGNATURE) (KENO.) (E-) (DA7E) _ - GRADING PERMIT NO. ENG-2023-00231 WD/D # 8-33C389646 UNDERGROUND SERVICE ALERT MARK RENR0015 RPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE NTH THE APPROPRIATE PREPARED BY.., SEAL SHEET NO. CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN ENGINEERING 357 N.SHERIDAN STREET CITY Of LAKE EL51NORE FOUND ACCEPTABLE. SUITE 117 Op0.0FE a 4'qR im LAND PLANNING CORONA, CALIFORNIA 92880 e� tN Seo y PRECISE GRADING PLAN TEL (951)279-1800 y•� Py m SURVEYING FAX(951)279-4380 No.35996 A PARK SITE LOT 943 OF s '•� _ a} Engineering,Inc. * . TRACT 37305 FILE TO SITS 7-19-2023 s r SCALE., BENCH MARK.• AS SHOWN • r CA E NO. MON HAB/B,RCE No.83156 DATE �� p¢fy2p2g gTFo1-cALYF°� SEE SHEET I. CITY ENGINEER -- - DATE• JUNE 1022 TITLE SHEET TQ UPDATED GRADING, SEC7/ONS, QUAN7777ES, SD&EROSION CONTROL PER NEW SIIE PLAN RH TY 0911212J AR OF LAKE ELSINORE KE17H G OSBORN R.C.E.No.36996 DATE 23-231 x4 W.1-n,-Vvv. -P44Vaes-w-rc -a WTW--9 �nnc srz-i s 4/79/�*M w ric e 4A9y-4:3r w W ao a xo,,,.a W2a p / __ ' W TRACT 37305 7, ' - LOT 1440.5 - _ -- _ _ - __-- ----- - - '10 .- -IO''56'48' R=2060.00' L=393.58' _� �,,\�DECOMPOSED GY7AN�1- 3'MIN. l I /� -� -- _ Jl / 11 )O T _7 _L --- -7TCHoLS`R�f�D VARIES i.SX - W DIRT fL 19,-50$ =11��I Y,MA ST04£PlP£CANYON CREEK ¢ 9 TR. 37305 1%MIN. d' c� / —.� • • 0 2 �I VAR�Spb�r��1 ��� 8 7 EX.3'N10E-18"DEEP CONC.DITCH 'S 6 EXIS71NG GROUNDS ,b SLOPES VARIES(0.5-7.5%) 4 F --- I � PER ROUGH GRADING PLAN 3 SECTION "A" — ' �;� 0.0 LL1 L4-A O Nrs _ s / �• a�E 747.7'44 W 6.1 Ud O p V N843O'33 E F hry''66 ' 'O V� I - / wA 26.39' / / � ` I W 1 ssss WB.. / r ( •., i .o' ' `� W 2 - Cc OO• h a-12848.00' � �� PL PL �� C Sj, R=48.00" O TRACT 37305 ,$ �B, ' ]PACT 37305 PARK SITE ]RACK 37305 ^� ��, �. L=f07.25' [1' LOT 2 LOT 143 L5' LOT 144 O.S II N15100.00' VARIES 3'MIN. I DECOMPOSED GRANITE VARIES K J�` ` o I�II�II�II�III?1'M�2Y 1.5X 1 � �I V � vy � �� / ryas � I I EI I F-I I F-I I I I I LI I STOVEPIPE CANYON CREEK v �II�II�III II I II-II�II�II�II II v I I I � I LII�IIII�II�IEIEI I�I I Ff � � / PROP q IT�s�SURFACEo �N8538i%'"W 111.04' N79 EX.3'WDE-18'DEEP CONC.DITCH 1 50X -"��n�F,4, \I j :' Y647'gy SLOPES VARIES(05-75%) STING GROUND �� 11 • f',1� PER ROUGH GRADING PLAN \ ryE o.. R� •`� � EII SECTION "B" TR. 37305-1 1 �� I ` I N35656 E NTS �I N40YT3'39"W� --k-- 64.83' I �I� 59.72' N7024 J5 E I j I 8.56'P IfL \ •� Al 62.21' ]RACK ]RACK 37305 RESIDENTIAL LOT PARR Sl7E THRAL 1 THRU 2 LOT 143 2'BENCN VARIES PRO P INDEX 7' o SCALE., 1'=40'PAD P 1RACT 37305 �IGIIbIbi�ll ?r 3. DECOMPOSED GRANITE QUARRY WAY I LOT 144 OS EXIST.IMPROVEMENTS SW N. 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CITY ENGINEER RCE No.83156 DATE I � 0,yfypppg OF CA XF°�e sE£S"££1 I.SCALE., MAP&SECTIONS iQ THIS SHEET IS HEREBY DELETED FROM THE PLAN SET AND REPLACED BY SHEET 2A RH 09/12/23 CITY OF LAKE ELSINORE KE17H O OSBORN R.C.E.No.36996 DATE DAlE.• DUNE 1012 23-232 ow.worn rnv a snmw —h 1—rw awn®z 1191 s 4:ae w 9x n,m.eo,,.. i PL TRACT 37305 LOT 144 O.S. TURF 3' 3'MIN. AREA 1, � 77 -I N3°13'10"E 10.00" -- _ � 4=10°56"48"'_R=2060.0�93.58'-_ I VARIES DIRT FL BENCH g I0D _ -11 %MIN. 9 TR. 37305 I p- �OVEPIPE CANYON CREEK S - CONCRE — � 8 ' / O I 19-339 I— IES _ v EX 3'WIDE-18EADER0 p —I L=��� F b� ONC. 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PARKSITE TRACT 37305 VARIES TRACT 3L LOTS TRACT 37305 3'MIN. 3'MIN. RESIDENTIAL LOTS PARK SITE LOT 143 LOT 144 O.S. PROPOSED FENCE 1.5' 21 1.5" 1 THRU 3 LOT 143 pL 3'MIN. EXIST. IMPROVEMENTS I PER LANDSCAPE g 6• DECOMPOSED GRANITE 6' 15' PER NICHOLS RD ST TETI PLAN 3 HIGH PT 2'BENCH VARIES 7' g IMPROVEMENT PLANS VARIES o STOVEPIPE CANYON CREEK a DECOMPOSED GRANITE STOVEPIPE CANYON CREEK o 1.2% 1.2$ w o 3'MIN. w 5$ — o STOVEPIPE CANYON CREEK - - - PAD _ U III=III= I — — — — II 11=III=III=BI= t5' — � I�I =III =1I g=1I I^=III=III=III=III=III=III 11=I =11 Ff s TI7TI=ITrTl=lTrTl—I 1-1 w DECOMPaSEDVARIESGRA g _ 15$ 33 3% 1=11 _ �I 1�111-11I II II II II II II =11 2. 7 APEII II III=1 l 1I II II I1=1 Ill I�I I�I I i oo __ o GRANITE Ft �I I==' y 3- DECOMPOSED GRANITE T —III—III—III —I I� —I —I�I —I�I —I —I �I11=1 F 1, 1'A� 3 3 STOVEPIPE CANYON —III—III—III —III —I —II IF s -1I II PROP.RG DIRT FL 1=1Ti=1 1=1Ti=1 1=1Ti I�Ti= �� = III- 1$ CREEK - =i III- = III-1I1= -��ooF� I II I- 1.5$ PROP. 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SHERIDAN STREET oFEsg�p FOUND ACCEPTABLE SU17E 117 oeR Nq� iM LAND PLANNINGo CORONA, CALIFORNIA 92880 e�ZN SAo y PRECISE GRADING PLAN 2A FEE (951)279-1800 '� my i �'^A ll I — SURVEYING FAX(951)279-4380 No.36996 A PARK SITE-LOT 143 OF 10 SIT IS 7� of V Engineering,Inc. 12/13/2023 * * TRACT 373L)5 /�/ sr c1vl� ep SCALE. AS SHOWN BENCH MARK: FILE NO.. CICI MO B RCE No. 83156 DATE ', t,l+� _ 09112123 9TEOFcn��fo� SEE SHEET 1. INDEX MAP&SECTIONS 10 UPDATED GRADING, SECTIONS, QUANTITIES, SD&EROSION CONTROL PER NEW SITE PLAN RH 0911212J CITY Of LAKE ELSINORE KEITH G. OSBORN R.C.E. No.36996 DATE DATE. JUNE 2022 23-232A OrawnA R.\392663V-\Ora g Prcek Jl Site Lot 113 W-P -P -PARK LOF--=dx Layout bVO£X MAP&SEOMMY —9P21-3 2.9 AM --9/I2/2—9:35 AM 0)An-Roman USE 6"ATRIUM GRATE IN USE 6'ATRIUM GRATE IN PLANTER AREAS PLANTER AREAS NOS 6'FLAT r ADS 6'FLAT / \ GRATE(OR EQUAL) / GRATE(OR EQUAL) ��PER PLAN / FINISH GRADE TG ELEV.PER PLAN / FIVISIN GRADE 1212 CAST IRON GRATE 1212 TOP SECTION(H/fTF1 GALVANIZED FRAME) I PARKWAY ONLY 28iea. EASEMENT NOTES 4"DIA. PVC L J 1212 STEEL GRATES s'4 OUTLET PIPE-- IPE I I PARKWAY 1s Abe. INDICATES AN EXIS7ING EASEMENT FOR ROADWAY PURPOSES IN FAVOR OF THE CITY OF LAKE ELSINORE,RECORDED I I TRAFFIC ie i6s. ® ON OCTOBER 3, 2019,PER MAP RECORDED IN P.M.B.247/74-79 OF OFFICIAL RECORDS NDS 6'SPEE-D BASIN I I OR EQUAL I I 6'DIA. SPEE-D BASIN T I ( / ( ) I RISER(SEE NOTE 2) \ sEE Q INDICATES AN EXISTING EASEMENT FOR ROADWAY PURPOSES,IN FAVOR OF THE CITY OF LAKE ELSINORE,RECORDED _ 4'DIA. OUTLET(S) I 14]i8 1a'16' 1'1m ii +2• cmw 5 ON OCTOBER 3, 2019,PER MAP RECORDED IN P.M.B.247/74-79 OF OFFICIAL RECORDS / \� INDICATES AN EXISTING EASEMENT FOR DRAINAGE PURPOSES IN FAVOR OF THE CITY OF LAKE ELSINORE,PER IVV ELEV.PER PLAN `-70 NOS 6"SPEE-D i �\ '-,,y,-' �" A DOCUMENT RECORDED ON DECEMBER 3,2021,AS INSTRUMENT NO.2021-0716628 O-OT7aAL RECORDS BASIN(OR EQUAL) CASE A:SIDE OUTLET PIPE CASE B.'BA51N RISER 1212 LOWER SECTION{NO FRAME NOTE:FUSE 12 28'LOWERS TO 1212 STEEL COVE INCREASE SE D—DEPTH UP TO AMAXIMUM OF 72' NO PARKWAY 22 lb.. I. INSTALL ALL FITTINGS AND CATCH PLAN SYMBOL TRAFFIC 25ms. BASNS PER MANUFACTURER SPECS 50.75 T6 2 CASE B CONNECT SPEE-D BASIN RISER a9.75 1Ny 6" UI ACHIEVE NDS CB TO ACHIE �1r 1r 1r{' REQUIRED DEPTH. �1+1 n6"ATRIUM GRATE DRAIN INLET N7S sEE cHAI1T NOTES: CONSTRUCTION NOTES & QUANTITY ES TI TE 0 6""""�° � ' i� N0. DESCRlP770N UNIT QUAN777Y T«E^Hw�TH FaAME. T F o zx• n„o c us eo�,o lo- INSTALL DECOMPOSED GRANITE TRAIL PER LANDSCAPE PLANS SF HAD 9340 ECTION HT. ` KNOCK-OUT 121z BASE 1212 T6 6" 1]0 NONE � M2T.12 ar. ns (4)sx1r YVT.166 its `� CONS7RUCT CURB RAMP PER LANDSCAPE PLANS EA 1 1212 T18 Ir no (4)8"x 1r 1212 TM W 430 (4)a"x 15" o- a.CONSTRUCT CONCRETE STAIRS W/HANDRAILS PER LANDSCAPE PLANS EA � 1212 T28 28' 380 (4)8",n"1 ,- 4o- CONSTRUCT CONCRETE HEADER PER LANDSCAPE PLANS IF 355— 890 ' • 1212E6 6" 1]0 NONE \ 22- o- CONSTRUCT CONCRETE CURB PER LANDSCAPE PLANS IF J15 230 LOWER SECTION HT. LES KNOCK-DUT Go- INSTALL FENCE PER LANDSCAPE PLANS IF -1525— 1735 m2c12 1r ns (U rxlr 12'Sx 12" i211LI IB•' 270 (4)a•xi2^ CATCH BASIN To- INSTALL TRASH REC•EPTABLE PER LANDSCAPE PLANS - _ 11212 ua M•• ese la)21s• ..�4wR 1nz Lee 28" MO la>.a^x2z^ J oa=zags asle-os o- INSTALL PICNIC TABLE/BENCH PER LANDSCAPE PLANS - - o- INSTALL CRY--SCALE STREAMBED PER LANDSCAPE PLANS - - 10 INSTALL BOULDERS PER LANDSCAPE PLANS - - CONSTRUCT PEDESTRIAN BRIDGE PER 57RUCRNAL DETAIL SHEE75 9&10 11 DETAIL ON SHEET 3 EA 1�1-1 1-F 6' 1.5' r911=1 EXISBNG STORM DRAIN NOTES& QUANTITY ES TI TE v-D17CIN NO. DESCRIPTION UNIT QUAN77TY --�?a��1• 1'�� �r�--, FLOw o- INSTALL 4'PVC SOR 35 STORM DRAIN PIPE LF NO 175 O— INSTALL 6'PVC SOR 35 STORM DRAIN PIPE IF 36O— 235 -- 11I1=1i it-' DRILL HOLE OF PROPOSED PIPE O.D. _ INSERT PIPE AT MIN 0.25'ABOVE DITCH FL GROUT AROUND PIPE AND EX. V-DITCH o- INSTALL 6"A7RIUM GRATE DRAIN INLET PER DETAIL ON SHEET 3 £A 6 5 O- 24 PIPE TO SV DITCH 23 INSTALL 12'x12'BROOCS CATCH BASIN PER DETAIL ON SHEET 3 £A � 4 CONNECT PROPOSED STORM DRAIN PIPE INTO EXISBNG CONCRETE V-DITCH 24 DETAIL ON SHEET 3 EA 5 EROSION CONTROL CONSTRUCTION NO PER LANDSCAPE PLAN PER LANDSCAPE PLAN NO. DESCRIPRON UNIT OLIAN77TY PROPOSED TOP OF PER PLAN PROPOSED 70P OF FS PER PLAN (�1 CONS7RUCT GRAVEL BAG BERM(2 BAGS F6GF)PER CASQA BMP SE-6 AND L IF 745 PEDESTRIAN BRIDGE PEDESTRIAN BRIDGE HEREONl 51 1 CONSTRUCT STORM DRAIN INLET PER CASOA BMP SE-10 EA —12 g o- INSTALL STABILIZED CONSTRUCTION ENIRANCE&VT PER CASOA LIMP TC-1 EA 1 FL PER PLAN N FL PER PLAN N PRZ�O - GROUND o-53 CONSTRUCT SKT FENCE'PER CASOA BMP SE-1 Lf z400 III— Iq L L — — — —III r--J Flow Q O I-III-III- -I 4� . S7 —J y�+I- PROPOSED GROUND A7FL PER PLAN HEADWALL DSC4PE�� PfR LANDSCAPE�� PEDESTRIAN BRIDGE NTS DIA W/o mc 9!0 DAYS BEFORE YOU p� ERSC 12/08/23 MB DELTA 1 W-422-4133 ERSC 5/25/23 �B] A PUBUC SERVICE BY UNDERGROUND SERVICE ALERT MARK RENSIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY.., SEAL SHEET NO.. CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN ENGINEERING 357 N.SHERIDAN S7RE£T CITY Of LAKE EL51NORE FOUND ACCEPTABLE. SUI7E 117 oeWtOFcSa Nqr LAND PLANNING CORONA, CALIFORNIA 92880 e� tN Seo y PRECISE GRADING PLAN 3 TEL. (951)279-1800 5 r Py m SURVEYING FAX(951)279-4380 N0.36996 A PARK SITE-LOT 143 s '•� _ 7-19-2023 9-- Engineering,Inc. * . TRACT 37305 OF 10 SHTS �y(71 s r SCALE., AS SHOWN BENCH MARK., MON HABIB,RCE No.83156 DA7E � �qTF CIYI��� FILE N0. CITY ENGINEER VVV+���� 04-19-2023 OFCALIF BEN SHEET L DETAILS 10 UPDATED GRADING, SEC77ONS, QUAN7777ES, SD&EROSION CONIROL PER NEW SIIE PLAN RH 09/12/23 CITY OF LAKE ELSINORE K£l1H G OSBORN R.C.E.No.36996 DATE DAlE.• DUNE 1012 23-233 CO UCTION NOTES j Ij 1 .rs j3502 Fc NO. DESCRIP7/CW l INSTALL DECOMPo ANITE TRAIL PER LANDSCAPE PLANS o- So- CONSTRUCT CONCRETE CURB NDSCAPE PLANS I� I I / j 1 5 Go- INSTALL FENCE PER LANDSCAPE PIANS i I I P=1354.4 Bo- INSTALL PICNIC TABLE/BENCH PER LANDSCAPE P I A(1=348.51TC) J5INSTALL BOULDERS PER LANDSCAPE PLANS P=1354.8 / 1 g50 F o 350 51 I yr / h°"� Fs * �a W zos I -49 % I 8 3502 I ES ass ��� •/ � � TYP. 0 �� 1350 FS �3 0 FS fJ402 TC) na FS 52FL1.Ox93 TC) 5 1347.43 FL �44/ F5 -' - F \ 13 I.ply, �/ • + hl441 .�! --------— 1 (1347.66 TV) 734Z 18 FL I �Trt fo , / ' t� a 1 EXIST.IMPROVEMENTS PER 77?.37305 ST.I I _ j34 ii IMP.PLANS ,2 - 1 PROTECT IN PLACE EX 3'WIDE- 18'DEEP g Z gK ii�i / �b CONC. V-DITCH PER / ' �`1 � 1 ROUGH L GNNDE PA 56 Q1346.93 f1 fs / (13 TO 6 i 46.65 FL •,� •//�� Q \ 1 TT 6 1 EA7ST.IMPROVEMENTS jl II � N G PER IR. 37306 ST. IMP.PLANS II II I (1346.92 TC) 1346.42 FL \ �j I� PROTECT IN PLACE EX. 3'W7DE- 18"DE CONC. P CHPER ROUGH GRADE PLAN CLIP-E7LE�IfL1D- \ SOP 6 D�y/ (1346. 4 TC) v F b v 1346.14 TL \ DIA TWO WORM E \ ERSC 12/08/23 MB DELTA 1 DAYS YOU YOU DIG \ \ o \ SCALE 1"=l0' LL FREE 1-800-422-4133 �IZ-')IZ5 IVI t5 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT \ c� o c 30 MARK REN9ONS APPR. DATE THESE PLANS HAVE BEEN REVT£W£D FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY.., SEAL SHEET NO.. CONDIRONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN ENGINEERING 357 N.SHERIDAN STREET CITY Of LAKE ELSINORE FOUND ACCEPTABLE. SUITE 117 Op0.�FE a M1'q� LAND PLANNING CORONA, CALIFORNIA 92880 e� tN Seo y PRECISE GRADING PLAN 4 TEL. (951J 279-1800 y r Py m �im SURVEYING FAX(951)279-4380 8 No.36996 A PARK SITE-LOT 143 �} IL 1U SHTS Engineering,Inc. * . TRACT 37305 7-19-2023 s C'Mr SCALE., AS SHOWN BENCH MARK.• MON HABIB,RCE No.83156 DA7E � ^ 04_19_2023 �gTFOF CAXFO�e SEE SHEET I. FILE NC. CITY ENGINEER I... — r - DATE.• JUNE 2022 PRECISE GRADING PLAN 23-234 7Q THIS SHEET IS HEREBY DELETED FROM 7HE PLAN SET AND REPLACED BY SHEET 4A I RH 09112123 CITY OF LAKE ELSINORE KE17H G OSBORN R.C.E.No.36996 DATE 0 F0 CONSTRUCTION NOTES j I j 1 5 9FS 1350 NO.. DESCRIPTION FL lo- INSTALL DECOMPOSED GRANITE TRAIL PER LANDSCAPE PLANS I I 4o- CONSTRUCT CONCRETE HEADER PER LANDSCAPE PLANS II II • / 1 P=1354.4 hIy So- CONSTRUCT CONCRETE CURB PER LANDSCAPE PLANS 6 INSTALL FENCE PER LANDSCAPE PLANS 1348.51 TC I I I / 1 2 (1348.01 FL) I I P=1354.8 / 1350'SFs Fg Bo- INSTALL PICNIC TABLE/BENCH PER LANDSCAPE PLANS I •� / 1350'F� j0� 1f 10 INSTALL BOULDERS PER LANDSCAPE PLANS \\\\\ l r 2 �$ i I �LLJ 6 FS I / 1349.$FG T 4 I r� / FL/P �� SpFS Lyl 9 pf5 /34 135 ^ \\\��� ./ FS y4 FL F 1.5I ,5°IFS �10 / FL ,yM 000FS 1 (1348.02 TC) 1347.52 FL 20$ o cFJ (134Z43 TC) , Off___`, , �. F 135 134743 FL \ ,��,�h f`' ___��""- 4� `"' -a h 2— % F / � I (134.68 TC) 134718 FL II^I / of A FL i EXIST IMPROVEMENTS I PER TR. 37305 - IMP. PLANS � � .✓ - /i / PROTECT IN PLACE EX 3"WIDE- 18'"DEEP CONC. V DITCH PER /�/ ROUGH GRADE PLAN (1347.43 TC) II 4 '2 / CITY FILE NO. 20-056 / (1347.35 TC) I / 6 / i; \ h J CO (lJ4714 TC) 00 1346.64 FL a 6 \ EXIST IMPROVEMENTS I II II PER TR. 37305 ST IMP.PLANS II II II II (1346.92 TC) \ 1346.42 FL �j I� PROTECT IN PLACE EX 3'WIDE- 18"DEEP \ I ov CONCONC. V-DITCH PER ' II ROUGH GRADE PLAN CITY FILE NO. 20-056 \ 2'1 \ \ S OP II �' \ II 1` \6 Ij I�0 G� \\ JJ \ (1346.64 TC) 346.14 FL �jr job \ DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG You DIG ERSC 12/08/23 MB DELTA 1 \ s o o s Le 1"=10 TOLL FREE 1-800-422-4133 A PUBLIC SERVICE BY milli UNDERGROUND SERVICE ALERT 20 30 40 MARK REVISIONS APPR, DATE THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY SEAL CITY Of LAKE ELSINORE SHEET NO. CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN ®ENGINEERING N. SHERIDAN STREET FOUND ACCEPTABLE SU SU1ITE 117 oPROFGS D�Ng LAND PLANNING CORONA, CALIFORNIA 92880 e�tN SAoI 1. PRECISE GRADING PLAN '4A TEL. (951)279-1800 5URI7EYING FAX(951)279-4380 No.36996 A PARK SITE•LOT 143 } 12/13/2023 Engineering,Inc. TRACT 31-305 OF 10 sHTs sr civic P SCALE AS SHOWN BENCH MARK: FILE NO.. REMOCITY ENGI EERBIB, RCE No. 83156 DATE ', 09112123 9TEorcn�\F° SEE SHEET PRECISE GRADING PLAN 10 UPDATED GRADING, SECTIONS, QUANTITIES, SO&EROSION CONTROL PER NEW SITE PLAN RH 0911212J CITY OF LAKE ELSINORE KEITH G. OSBORN R.C.E. No.36996 DATE DATE. JUNE 2022 23-234A OrawnA R:\JB2663\Md\footling Prmx\Pmk Site[of I13\663-PLV-PCP-PARN[OI I4J-OOAAg Lo�nut PREpSE CRAgNC PLAN SaroJ 9/l1/102J 9:J1 AM PIOttM.'9/12/1023 9:35 AM By Arturo Rwnao SEE SHEET 6 ` -- S7dw 3 s , Sa. s� s ----- - 1357.9 2639' FZ —_� LG P- 4E�� !per f5 QUARRYWAY waEXIST.IMPROVEMENTS wT PER IR.37305 ST. g• .50° 2.0% 2.0% FSIMP.PLANS w (l.Tss7g �- �4.8%we. (135357 TC) wa• wa• wa. w (1364.74 135JO7 FL (135362 TC) (1354.02 IC) (1354.67 TC) 1353.12 FL 135352 FL) �) 1354.17 Fi 7354.24 FL 0 N7477'44"W 6.17' d=6'06'37" R=113 L=120SY Ik d=22'55'56' 1354 1352�-�� 0 / /pRcJ EXIST.IM3�O�NE C?3 E \ �• %: % 5 S 4 � \ STEPS�j3,T3 .1 I s '�`� `�? � / EG G h�6 F f2 E`' ti �`� / �•�n Obi � ( � /j/ / O� r ry �� 1 ss —d=128'OT02" R=48.00, L.10� FS / IC � J `� 735 c� w`r' Ts ►P // / b� 135 1 ®® _ 5 � 4 �` \ e� Tyr. 1 h {55G?EG EG [LO%J I fG !To%) 1352. 1.0% �I 1349,1 FG 2 a/ g FS04. u� 4 L 5 ,0 1 y3f 1�EG x\ (r�,.Sp9 1350.4 5 F 0 ' f / 5 EG 1349 F 1 FS 1/ 35G.41 FZ�P v FSOfjs 13493 FG F{ FS _ /yF' 1 r/ ,/ _ t� EfG o 1 % r. 1 5 '�Fh .: t 3d91 \ \'a .2 FG < 13 h1 f5 v/ 135031 x � 1°J � 7" \ 'f5 6� F IN PLACE P 13492 Fp \\ % FS TyP.10 / s _ _ - 8 - f t fl F[ s 'S `� // ROTECT E 18 DEEP — \ P •pqD A I357.FS q 9 11 5 RVgp�E PN fyTyp - 35° o _ ------------ 9 A� ZO f - ------- v� (D I 111:04' CT IN PLACE W DEEP, FF`Sy �' �% N8538'O6' 7EGT IN PLACE DEEP EX 3'W1DE-1 PER EX.3 WOE-,1 PER ROUGHVGRri E 'CONC. GRADE PL p56 CITY f if \ F5 1 OCIT, nLE 1� \ CONSTRUCT/ON NOTES Go- INSTALL FENCE PER LANDSCAPE PLANS © NO.. DESCRIPRON To- INSTALL TRASH RECEPTABLE PER LANDSCAPE PLANS 0 INSTALL DECOMPOSED GRANITE TRAIL PER LANDSCAPE PLANS Bo- INSTALL PICNIC TABLE/BENCH PER LANDSCAPE PLANS \\ / cn, 20\ 6 6 1 CONSTRUCT CURB RAMP PER LANDSCAPE PLANS INSTALL DRY-SCALE S7REAMBED PER LANDSCAPE PLANS 10 s9\\ \ o- CONSTRUCT CONCRETE STAIRS W/HANDRAILS PER LANDSCAPE PLANS INSTALL BOULDERS PER LANDSCAPE PLANS '��• \ \ DOLL 1WU WORgNG CON577?UCT PEDE57RIAN BRIDGE PER 57RUCTURAL DETAIL SHEETS 9&10 AND BBORE DAYS BEFORE 4o- CONSTRUCT CONCRETE HEADER PER LANDSCAPE PLANS 11 DETAIL ON SHEET 3 ERSC 12/08/23 MB DEL 1 E a YOU � YOU DIG SCALE: 1'=10' \ 5 ILL FREE 1-800-422-4133 So- CONSTRUCT CONCRETE CURB PER LANDSCAPE PLANS L Qc r c:Imo✓I-) r,1 A m �10.TA 5 A PUBLIC SERVICE BY 0 10 20 30 40 { / Lj UNDERGROUND SERMCE ALERT MARK REN5/ONS APPR. DA7E THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY.., SEAL SHEET No.. CONDIRONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN ENGINEERING 357 N.SHERIDAN STREET CITY Of LAKE EL51NORE FOUND ACCEPTABLE. SUITE 117 Op0.�Fc a im LAND PLANNING CORONA, CALIFORNIA 92880 e� tN Seo y PRECISE GRADING PLAN 5 TEL. (951)279-1800 y•� Py m SURVEYING FAX(951)279-4380 No.36996 A PARK SITE-LOT 943 {} Engineering,Inc. TRACT 37305 IL TD 5HT' 7L a3D 7-19-2023 sr crv�� r SCALE AS SHOWN BENCH MARK.• FILE h5, MON HABIB,RCE No.83156 DATE ^ gTFOF CAS\F�e SEE SHEET I. l CITY ENGINEER 1... Y. r - 04-19-2023 PRECISE GRADING PLAN 1Q THIS SHEET IS HEREBY DELETED FROM THE PLAN SET AND REPLACED BY SHEET 5A RH 09/12/23 CITY OF LAKE ELSINORE KEI7H G OSBORN R.C.E.No.36996 DATE DUNE 1012 23-235 o SEE SHEET 6 se 3 Sa 58, S ----- P.1357 9 �2;.39 QUARRY WAY _� EXIST.IMPROVEMENTS wa" �73Ss7B PER TR. 3730E EN 735E TCJ 7 1356 I W a sg F/ (20% 2.O- �� 13 5 SS O �// IMP.PLANS wa" /i35s sss�.4% 10 6$ 355.f5 tz/ wa" e" 13s5 vy ° 1 L: s I .� �, FS a� �� (135357 TO wa wa" wa w sg F/ y1 1 , .5�. /� 135307 FL (135362 TC) (1354.02 TC) (1354.67 TC) (135474 TC55k5 135312 FL) 1353.52 FL) 1354.17 FL) � '354.24 FL) N747T44"W 6.1Y �j35 / 5 13L�". 135S FS FS �% Jl`/ ro 1,g55O77C, / 135 fL% Y � L�pO // 22'S5'd= 4 4 6'06'37" R-1130.00' L-120.51' - 56" ---- 6 / / ___ _ _ ------ 1351yf5 s 5 ---------- 1352r- �.,J I 13y3�S J' -- k /S sENTS \�� 3ss7pFrCJ EXI51 g7305M51.- // 535 4 ���� \\Sj PER TR PLANS �� / �% i I i j SO.p 135g yp. 5 q yOfL s z r4Tr / E S5M \ I f. 2I ~ 0 j/ S OPE o.�3 \✓ ,�0 E� F'S5� �'h� �v c�Q \ _ _ _/_ 25 ¢ // , / '�^�. 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V-OiTc v �\\\ Fj EX 3 V- ITCH PER CONE GRADE PLAN -- I ROUGN GRAD Z�Ap56 Roo clTy FILE No'20, a4\�0 1351FS \ I w N O CITY FILE N CONSTRUCTION NOTES Go- INSTALL FENCE PER LANDSCAPE PLANS NO. DESCRIPTION To- INSTALL TRASH RECEPTABLE PER LANDSCAPE PLANS \ F 1351.00 FS I I INSTALL DECOMPOSED GRANITE TRAIL PER LANDSCAPE PLANS o- INSTALL PICNIC TABLE/BENCH PER LANDSCAPE PLANS 6 6 I CONSTRUCT CURB RAMP PER LANDSCAPE PLANS go- INSTALL DRY-SWALE STREAMBED PER LANDSCAPE PLANS 10 INSTALL BOULDERS PER LANDSCAPE PLANS Sq\\ i—YAl CONSTRUCT CONCRETE STAIRS W/HANDRAILS PER LANDSCAPE PLANS TWO WORKINGN5TRUCT PEDESTRIAN BRIDGE PER STRUCTURAL DETAIL SHEETS 9&10 AND DAYS BEFORE 4 CONSTRUCT CONCRETE HEADER PER LANDSCAPE PLANS DETAIL ON SHEET 3SCALE 1" 10"YOU DIG d35 TOLL FREE 1-800-422-4133 A PUBLIC SERVICE BY o 10 20 30 40 So-milli CONSTRUCT CONCRETE CURB PER LANDSCAPE PLANS ERSC 12/08/23 MB DELTA 1 UNDERGROUND SERVICE ALERT MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY.* SEAL CITY Of LAKE ELSINORE SHEET NO. COND177ONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN ENGINEERING 357 N. SHERIDAN STREET oEEsg�p FOUND ACCEPTABLE SUITE 117 ope c o Nqt 5A LAND PLANNING CORONA, CALIFORNIA 92880 e�ZN SAo y PRECISE GRADING PLAN rAL. (951)279-1800 r Py PARK SITE-LOT 143 $URI/EVING FAX(951)279-4380 � eo.36996 A OF 10 SHTS F O` Engineering,Inc. * TRACT 37?OS ( 12/13/2023 -^/ sr civic x SCALE AS SHOWN BENCH MARK: /Vll./ 7J MONMON H(NEE RCE NRCE o. 83156 DATE , , t,y� _ "9TeoFcAUpo�� SEE SHEET 1. FILE N0. CITY ENGINEER VVV ""'���"' 09/12/23 DATE JUNE 2022 PRECISE GRADING PLAN Q UPDATED GRADING, SECRONS, QUAN7777ES, SO&EROSION CONTROL PER NEW SITE PLAN RH 0911212J CITY OF LAKE ELSINORE KEITH G. OSBORN R.C.E. No.J6996 DATE 23-235A OrvwnA F:\JB2663IMd\fuatlin9 **=IPmk Sik[of I13\663-PLV-P4P-PAFN[OI I4J-005.Ag L­t PREpSE CRAOINC HAN -.91121 2J 9:M AM R-942/1023 9:36 AM BY Arturo Rwnao —_- J ---- -------- -------- --- -- — '364.15 FS�----EXIST.IMPROVEMENTS— --- -- - ------- -----PER NICHOLS ROAD ----------_— ---------- ---- ST.IMP.PLANS _ _ NICHOLS R OA D r13650 —- �— - - TBj �5g d=10'56'48' _R_2060.0�93.58' - 'wo (136690>8) - �- _______ 6 � 136640 _--_—___ _ _—____ \� FS) ---- _ 6___----- (1368.08 7B) (1369.36 IB) 1367.58 FS) 1368.86 FS) ----- 6 --____ --_.__._._-- --___. ——— 1358 ----------- / kv 13ss � \\ / vi r'S 19M0 / O TYP. ° ... V., 8 f1 12X �Q Ljw / / 3 TYP. 0 Q� 7 13s7 7 _ 1�0 __ ------_ __f�--- 13 f`' /N8 6174 50'E 299.45 6 _--FR07E- £X. 3'V--V Df 18' — 6 '? CONC. DITCH ROUGH GRADE PLAN _ . l --i �. 6 ROUGH V-DI E PLAN / 373.75 TB) 25 3,2 / i / ------ _-------- - �� _ 1 1356' S - `•T F NOLS ROAD -, -!- / M sue— 'I B) iEXIST IMPROWME PER NICHOLS ROAD (1371 r ST. IMP.PLANS - I1P. 10 (1370.74 �/� / 13 70.24 T'P'lo� FS irl 6 CONSTRUCTION NOTES / •2 1 a Ij / _ 6 / F I�1 / / No.. DESCRIP77ON ' Wo W TYP. 0 ''� 1 1 to- INSTALL DECOMPOSED CRANI7E(RAIL PER LANDSCAPE PLANS ___— o zz IR 2y 11 1 _ -- O2II(� l Ij I So- CONSTRUCT CONCRETE STAIRS W/HANDRAILS PER LANDSCAPE PLANS T J I j > 11 I II IN PLACE5 CONSTRUCT CONCRETE CURB PER LANDSCAPE PLANS j CONC V-DITCH PER - W SE l ROUGH GRADE PLAN 6 INSTALL FENCE PER LANDSCAPE PLANS i E SHEEj S % CITY f7/F�a 7n n5o O J I O Ij a o- INSTALL TRASH RECEPTABLE PER LANDSCAPE PLANS / W INSTALL PICNIC TABLEABENCH PER LANDSCAPE PLANS LQ INSTALL BOULDERS PER LANDSCAPE PLANS DIAL ,rMo WORt�JG BBORE DAYS BEFORE '� j 6 YOU YOU DIG LL FREE 1-WO-422-4133 SCALE 1-70 ERSC 12/08/23 MB DELTA 1 MCE BY UNDERGROUND SERVICE ALERT o 10 20 30 40 ERS �� �'� MARK REVISIONS APPR DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY.., SEAL 5HEE7 NO. CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN ENGINEERING 357 N.SHERIDAN STREET CITY Of LAKE EL51NORE FOUND ACCEPTABLE. SUITE 117 Op0.�FC a im LAND PLANNING CORONA, CALIFORNIA 92880 e� tN Seo y PRECISE GRADING PLAN 6 7EL. (951)279-1800 y r Py m SURVEYING FAX(951)279-4380 No.36996 A PARK SITE-LOT 143 / Engineering,Inc. * . TRACT 37305 �` 7-19-2023 sr crv�� r SCALE., AS SHOWN BENCH MARK., FILE N0. CITY ENGINEER RCE No.83156 DATE I � p,V1&Y02g gTFOFCA\F°�e sL£S"t�1 I.DUNE 1012 DAlE. PRECISE GRADING PLAN 7Q THIS SHEET IS HEREBY DELETED FROM 7HE PLAN SET AND REPLACED BY SHEET 6A RH 0911212J CITY OF LAKE ELSINORE K£17H C OSBORN R.C.E.No..76996 DAIS • 23-236 —- - -- -- -- --(1364g6 - ------ ---_--Q 15 FS)---- EXI57 IMPROVEMENTS ---------------------- -PER NICHOLS ROAD - ------ -- ,_ _ NICHOLS OAST IMP. PLANS O _ S _ —-—_ 4=10'S6'4B" R_2060.00' W 0366.90 - M f __ ----mac- \ _ _ 5-______ 2 __--__1365 7366.40 FS) _ (136B.08 7B) (1369.36 TB) -- 6--_---_ \ 1367.58 FS) 1368.86 FS) 7 -- -----------135 f0 / '�, 1358 / k 0365 LQ 4 —I INC) q. \ ' ✓ 135� � /Z149 12X m 0 10 7357 � 15�5 5'I)5 ------- ------ E 29945 13 .4 7357. .�5 f 13 f 1360 N86V450" _176 l FL - vS F F __ ----- PROTECT IN PLACE _I __ EX 3'WIDE- 18"DEEP--_ 6 ! CONC V-DITCH PER e / S6> j- j �m ROUGH GRADE PLAN CITY FILE NO 20-056 EX 3'WDE- 18"DEEP o I/ NJ 6 c� CONC V-DITCH PER l- 1 4 i� i ROUGH GRADE PLAN i CITY FILE NO. 20-056 82 10 3737 5 1356-53131 3.2y F - - ���` 56hFs \ $ 3 66F CHOLS R 5 ,;,Katie NIOACH—m 3--- _ _ 1 T6) / S 13y6 FS al� - _ - 1 y ROAD A6 ,4� / PER NICHOLS TS 1371 EXIST 2(1371 fs SL IMP.PLANS TIP. 10 i�� (1370.74 TB) 1370.24 FS) / Sss _ ; CONSTRUCTION NOTES 8 NCH PER LAND ——— / LL4 ' W 10 / /' !c NO. DESCRIPTION INSTALL DECOMPOSED GRAN17F TRAIL PER LANDSCAPE PLANS l� j PROTECT IN PLACE y EX X WIDE- 18"DEEP 4o- CONSTRUCT CONCRETE HEADER PER LANDSCAPE PLANS \ SEC C y9 CONC V-DITCH PER W � [ ROUGH GRADE 0-5 So- CONSTRUCT CONCRETE STAIRS W/HANDRAILS PER LANDSCAPE PLANS CITY FILE AD 20-0. So- CONSTRUCT CONCRETE CURB PER LANDSCAPE PLANS INSTALL FENCE PER LANDSCAPE PLANS o- INSTALL TRASH RECEPTABLE PER LANDSCAPE PLANS ,, // U I 6 O DIAL TWO WORKING t4�7 BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-422-4133 SCALE. 1-10' A PUBLIC SERVICE BY ERSC 12/08/23 MB DELTA 1 UNDERGROUND SERVICE ALERT 10 10 20 30 40 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY atHt CITY Of LAKE ELSINORE SHEET N0. COND177ONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN ;viiilENGINEERING 357 N. SHERIDAN STREET oFEsg�p FOUND ACCEPTABLE SU17E 117 oeR o Nqt `ii LAND PLANNING CORONA, CALIFORNIA 92880 SAo y PRECISE GRADING PLAN 7EL. (951)279-1800 ^ '^ SURVEYING FAX(951)279-4380 No.36996 A PARKp51TE-LOT 143 DF 10 sNTs Engineering,Inc. ,t • TRACT 31305 12/13/2023 sr CIVI x SCALE' AS SHOWN BENCH MARK: FILE NO.. R MON HABIB, RCE No. 83156 DATE /'� 9TEor cn SEE SHEET 1, CITY ENGINEER , M' _ 09�12�23 DATE JUNE 2022 PRECISE GRADING PLAN Q UPDATED GRADING, SECTIONS, QUAN7777ES, SD&EROSION CONTROL PER NEW SITE PLAN RH 0911212J CITY OF LAKE ELSINORE KEITH G. OSBORN R.C.E. No.36996 DATE 23-236A OrownA R:\JB2663IMd\fuatlin9 **=IPmk Sik[of I1J\663-PLV-P4P-PARN[OI I4J-OO6.Ag Lo�nut PREpSE GRADING HAN SaroJ 9/i1/102J 9:JJ AM Mott­/12/1021.1 AM BY Arturo Rwnao SEE BOTTOM RIGHT I I I II 5.0 109 .' i I III 7R, 37305a I I III I I I 11 10 9 8 6 5 i I 4.1 _ I ROTECTINP�C78'DEE� l w - - - - - - w I A �! y' 3•MIDE PER I oc y EX. C V_aiCH PLAN w w w W W I ( C O GH GRNQ 20--056_—� CITY ME a sa ` - sa s _ a sa 21 sa wa QUA R WAY w8°a wa w M I _ M I 44'W 6.1T L , /' - __ d=6'06'37 =1130D0' L_=12051' 2'S536" R,1p 0. Q w� _ I r °y7BD,ar Rr .od 07 • ®`�°v 1y5 0_ ACT IN PLA DE j' �4 o ,,—�� ER Gv ApE PE 0 4 -------------- yv .fib k I s?i III 2 1 �, , 90;; I ' � • 11 �il ,�,� I ,���0 ,� 1 .Q�� ■ • =0.0055 � - �� � I • • CE 5 RGI- 3 GR APDCE RB•DEEP _O.oO53 IN pR0TWDpfX V-DITCH E CONC. ouc+ , II • SEE TOP RIGHT PROTECT IN PLACE DEEP,1 --- - PROE OTECT IN E-18'DEEP �ONC V_pITCH PER ADE \ , N Ex. 'v RTCp H PEIW"T Q ,I I` -0.01 ROU_ ,c NQ._20- 1 I CI71�". NYON CREEK tiA ?Q� , TECT IN PUA�8"DEEP V IPE CA EX 3'Nj641DE PER Sj0 EP ,vim b Epp PLAN ?a1o�4�5E \ \ h 1J \ -0.07 \ \ _ STORM DRAIN NOTES .'•�' N0. DESCRIPRON CT IN PIA DEEP, o- INSTALL 4'PVC SOR J5 STORM DRAIN PIPE \ ` O �r\ PROIE WADE-18' EX C�-DITCH PER 21 INSTALL 6'PVC SOR J5 STORM DRAIN PIPE CON GRADE O56_ _- \ \ \ t ROUGH NO.20 wC1TY_EIIE- 22 INSTALL 6'ATRIUM GRATE DRAIN INLET PER DETAIL ON SHEET J INSTALL 12'X12'BROOKS CATCH BASIN PER DETAIL ON SHEET 3 CONNECT PROPOSED STORM DRAIN PIPE INTO EXIS77NG CONCRETE V-DITCH PER DETAIL ON SHEET J DOLL TWO WORM \ BBORE DAYS BEFORE \ YOU YOU DIG � •• \ ��_ SCALE: 1'=20' LL FREE 1-WO-422-4133 ', \ >•` E R-,C 5 25/23 M ; ERSC 12/08/23 MB DELTA 1 A PUBLIC SERVICE BY i UNDERGROUND SERVICE ALERT MARK RENS70NS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY.., SEAL SHEET N0. COND177ONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN ENGINEERING 357 N.SHERIDAN S7REET CITY Of LAKE EL51NORE FOUND ACCEPTABLE. SUI7E 117 OFE a LAND PLANNING CORONA, CALIFORNIA 92880 e� tN G. im 7EL. 279-1800 Seo y PRECISE GRADING PLAN 7 (951J y r Py m SURVEYING FAX(951)279-4380 No.36996 A PARK SITE-LOT 143 I 7-19-2023 Engineering,Inc. * * TRACT 37305 OF 10 SHTs sr crv�� r SCALE., AS SHOWN BENCH MA RK• E N0. MON HABIB,RCE No.83156 DATE �\ qTe ore SEE SHEET i. CITY ENGINEER 1... Y. �+ _ 04-19-2023 OFCA��F STORM DRAIN PLAN Q THIS SHEET IS HEREBY DELETED FROM 7HE PLAN SET AND REPLACED BY SHEET 7A RH 09/12/23 CITY OF LAKE ELSINORE KEI7H G OSBORN R.C.E.No.J6996 DA7E DALE DUNE 2022 23-237 • /jj J TR. 37305 ZI sA2L �/ 11 10 9 8 , 6 5 4 3 5=p.011521 G � I G I p, i/ PROTECT IN PLACER„DEEP ,o�o, • II j EX GONG V-DITCH PEP PLAN jj POUC GIiy FILE NO 20-py6 I li ll 4 G \��� .30'33"E 2 ��SS 6 Q� 21 =' • QUARRY WAY 744"W 6.17 \ i 4=6'06'37" R=1130.00' L=126.51' - 2°55'S6" R,- / 21 2g'0702" 77=48pD' 0 =0.p1 21 r r 2 9 I 21 // �0.009 2 21 \�� 4 - ' r/ PROTECT WIDELACIR„DEEP c =0.02 4 k1,L6 Qd�\l\ -- i GONG V-DITCH PPLAN p�6 e�F �"J1oo°\�G _• CITY FILE NOE 20-056 --°°o e=N74 _---_ _ ^aa P °7T44"W 10519'-------- —I h6 N -1�N� _ _ _ PROTECT WIDELAC18"DEEP _ - Ex 3TCH PER PROTECT WIDELAPER DEEP C.V-�RADOE ROUGtl 2LA056 EX. _PITCH CITY FILL N 0- _ CONC. r / RODGH GRADE PLAp56 \` R=0.02� ,�r O. 20- \ j CITY FILE N ON CREEK PROTECT IN PLACI8`DEEP O`/EPIPE CANY CONGV-DITCEPP AN ST V ROTY A E N0. 20-056 O i 0 0�\0.02s =0.1 oT ° - %% STORM DRAIN NOTES 21346.\\TG \ �G�i// X, NO.. DESCR1P77ON 1345.30 INV v a PROTECT IN PLACE DEEP 20 INSTALL 4"PVC SOR 35 STORM DRAIN PIPE 1 18 EX. 3_ ITCN PER 1 11 CONGV DITCH PLAN 21 INSTALL 6"PVC SON 35 STORM DRAIN PIPE ROUGH N0.20-056 0<Q Fv1N. 11 ICI CITY FILE 22 INSTALL 6"ATRIUM GRATE DRAIN INLET PER DETAIL ON SHEET 3 \ p 4 O �k � � - & 1 �i 23 INSTALL 12'X72"BROOKS CATCH BASIN PER DETAIL ON SHEET 3 11k'll \ 1 111 29 CONNECT PROPOSED STORM DRAIN PIPE INTO EXISTING CONCRETE V-DITCH PER DETAIL ON SHEET 3 DIAL TWO WORKING \ BEFORE DAYS BEFORE \ YOU DIG YOU DIG \ SCALE 1"=20' TOLL FREE 1-800-422-4133 \ A PUBLIC SERVICE BY ERSC 12/08/23 MB DELTA 1 40 60 80 UNDERGROUND SERVICE ALERT MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY.* SEAL CITY Of LAKE ELSINORE SHEET NO. COND177ONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN ENGINEERING 357 N. SHERIDAN STREET oFessro FOUND ACCEPTABLE. SUITE 117 oeR G o Nq� LAND PLANNING CORONA, CALIFORNIA 92880 e�ZN SAo y PRECISE GRADING PLAN 7A TEL. (951)279-1800 SURVEYING FAX(951)279-4380 No.36996 A PARKp51TE-LOT 143 OF 10 sI-ITs `l•a'�✓✓V DI V Ego—ng,Inc. f • TRACT 3/JOS 12/13/2023 sr civi �p SCALE AS SHOWN BENCH MARK: FILE NO. R MON HABIB, RCE No. 83156 DATE /'� "9TeoF cnUeoe SEE SHEET 1. CITY ENGINEER , M' _ 09112123 DAIS JUNE 2022 STORM DRAIN PLAN Q UPDATED GRADING, SECTIONS, QUAN7777ES, SO&EROSION CONTROL PER NEW 5l7E PLAN RH 0911212J CITY OF LAKE ELSINORE KEITH G. OSBORN R.C.E. No.36996 DATE 23-237A OrawnA R:IJB266JIMdIGratlin9 PrmxlPmk Site[of IIJI66J-PLV-PCP-PARN[OI I4J-00).Ag Lo�nut SttMM ORAAN PLAN SaroJ 9/i1/102J 9:JJ AM IhOMM:9/12/1013 9:31 AM BY Arturo Rwnao W ( 10 T . 37305 9 — • 8 • 6 �1 I 5 � -- ,� s� 4 3 y; l/gpR — STOVEPIPE CANYON EEK I SB 11 I WB' — l WB• r + I • r 2 1 5/ 51 r 5 �• rea�s� � 51 50 � o --� 14-1 51 STOVEPIPE CANYON CREEK13-1 I 12-1 15-1 TATOP BO AG ROMENT ON ADDITIONAL BALP.S -12" A. SCHEDULING PER CASQA E0-1 B. WATER CONSERVAT70N PRACTICES PER CASQA NS-1 C. CONCRETE CURING PER CASOA NS-12 EROSION CONTROL CONSTRUCTION NOTES 0. WIND EROSION CONTROL PER CASOA WE-1 50 CONSTRUCT GRAVEL BAG BERM(2 BAGS HIGH)PER CASOA BMP SE-6 AND DETAIL HEREON GRAVEL BAG DETAIL E. STOCKPILE MANAGEMENT PER CASQA W-3 51 CONSTRUCT S70RM DRAIN INLET PER CASOA BMP SE-10 Nrc 52 F. SOLID WASTE MANAGE10NT PER CASOA NM-5 INSTALL STABILIZED CONS7RUC77ON ENTRANCE/EXIT PER CASOA BMP TV-1 SC 1'=30' G SANITARY/SEPTIC WASTE MANAGEMENT PER CASOA NV-9 CON57RUCT 9LTFENCE PER CASOA BMP SE-1 D�\/ 0 30 60 90 120 H. STREET SWEEPING AND VACUUMING PER CASOA SE-7 DOLL m WORDNG - BE m DAYS BEFORE YOU YOU DIG LL FREE 1-800-422-4133 ER'SC' 5J25/23 Mj ERSC 12/08/23 MB DELTA 1 A PUBLIC SERVICE BY ur•,r UNDERGROUND SERVICE ALERT MARK RENSIQVS APPR. DA7E THESE PLANS HAVE BEEN REOEVIED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY.., SEAL 5HEEr NO.. COND17701VS OF DEVELOPMENT AND/OR CITY AND STA7E LAWS AND HAVE BEEN ENGINEERING 357 N.SHERIDAN S7REET CITY OF LAKE EL51NORE FOUND ACCEPTABLE. SUITE 117 Op0.�FC a M1'q� im LAND PLANNING CORONA, CALIFORNIA 92880 �e�',�tN Seo "y PRECISE GRADING PLAN 8 TEL. (951)279-1800 y r Py m SURVEYING FAX(951)279-4380 No.36996 A PARK SITE-LOT 143 } Engineering,Inc. * * TRACT 37305 7 sr crv�� r SCALE., AS SHOWN BENCH MARK.• FILL TO SHTS 7-1&2023 E N0. CITY ENGINEER RCE No.83156 DA7E � I � 04-19-Y023 OF CA XFe DUNE 1012 DAlE. sEE SHEET L EROSION CONTROL PLAN iQ THIS SHEET IS HEREBY DELETED FROM THE PLAN SET AND REPLACED BY SHEET 8A RH 09112123 CITY OF LAKE ELSINORE KE17H G OSBORN R.C.E.No.36996 DAIS • 23-238 aa.:,q R� � 1 se.�r�*ileui-nx-xa-a.�mr for ru-rme.• �.mavov axma n w awena yr"—:ai vw ex wa..a.„-o Ai 10 TR. 37305 , g 4 3 51 P(�,gpRY 50 STOVEPIPE CANYON CREEK — J \ 5/ 3 , .I i • 51 52 --- - - -__ --- 0 ., 14-1 - 0 I _ m 1 I� n - STOVEPIPE CANYON CREEK Z 50 TR. 37305-1 5113-1 0 Q I 3 2-/ 15-1 11 1 STAGGER BAG PLACEMENT ON ADDITIONAL B.M.P.S TOP&BOTTOM ROWS �12" A. SCHEDULING PER CASOA EC-1 B. WATER CONSERVA77ON PRAC77CES PER CASOA NS-1 C CONCRETE CURING PER CASOA NS-12 EROSION CONTROL CONSTRUCTION NOTES /-11 r' D. WIND EROSION CONTROL PER CASOA WE-1 50 CONSTRUCT GRAVEL BAG BERM(2 BAGS HIGH)PER CASOA BMP SE-6 AND DETAIL HEREON C GRAVEL BAIL DETAIL E STOCKPILE MANAGEMENT PER CASOA WM-3 51 CONSTRUCT STORM DRAIN INLET PER CASOA BMP SE-10 F. SOLID WASTE MANAGEMENT PER CASOA WM-5 52 INSTALL STABILIZED CON57RUC770N EN7RANCE/EAIT PER CASOA BMP 7C-1 SCALE: 1"=30' D \\ JJ O G. SANITARY/SEP77C WASTE MANAGEMENT PER CASOA Wbf-9 53 CON57RUCT SILT FENCE PER CASOA BMP SE-1 0 30 60 90 120 H. SIR£ET SWEEPING AND VACUUMING PER CASOA SE-7 DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-422-4133 A PUBLIC SERVICE BY ERSC 12/08/23 MB DELTA 1 UNDERGROUND SERVICE ALERT MARK REVISIONS APPR. DATE 7HESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY SEAL CITY Of LAKE ELSINORE SHEET NO. COND177ONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN ENGINEERING 357 N. SHERIDAN STREET oFessro FOUND ACCEPTABLE CORD 117 oeR o Nqt p A LAND PLANNING CORONA, CALIFORNIA 92880 e�ZN SAo y PRECISE GRADING PLAN C7/l 7EL. (951)279-1800 SURVEYING FAX(951)279-a380 No.1996 A PARK SITE-LOT 143< � OF 10 sH7s I' j 1 Engineering,Ina A70 12/13/2023 TRACT 3BO5 sr civic x SCALE. AS SHOWN BENCH MARK: FILE N0. R MON HABIB, RCE No. 83156 DATE , T 9TEor cnUf SEE SHEET 1. TH G. OSBORN R.C.E. No.36996 DAE CITY ENGINEER 09DAF DATE. JUNE 2022 EROSION CONTROL PLAN 23-238A 10 UPDATED GRADING, SECTIONS, QUAN7/7/ES, SO&EROSION CONTROL PER NEW SITE PLAN RH 0911212J CITY OF LAKE ELSINORE KEi OrawnA R.\JB26931Md\rua q Prm Jl Site-I13\ -P -PCP-P—LOI--—O Gamut ER090Y---1 Sore¢91721=3 9:33 AM Nt—91721=J 9:J)AM BY—Fanero THE FOLLOWING ITEMS LIST SOME OF THE"THINGS THIS WATCH OUT FOR".THE FRAMING I.ALL CONSTRUCTION CODE (CI MID WOROTE AL IP SHALL CONFORM TO THE 2022 SECTIONS AND I. ALL STRUCTURAL LUMBER SHALL WI DOIIGLA9 FIR-LARCH WITH STANDARD MAXIMUM 1. REINFORCING STEEL SHALL CONFORM TO ASTMA615,GRADE 40 FOR SIZES•3 SPECIAL INSPECTION&MATERIALS TESTING FOREMAN SHOULD TAKE NOTE OF EACH ITEM,AS THIS LIST IS COMPRISED FROM FIELD BUILDING CODE O THE MID NOTE ALL REFERENCES ON PLANS TO SECTIONS AND MOISTURE CONTENT OF THE COAST LUMBER GRADES,CONFORMING TO STANDARD AND•4 AND GRADE 60 FOR SIZES 5 AND LARGER. I.A. RESPONSIBILITIES P OF THE OWNER EXPERIENCE RELATING TO BUILDING FROM OUR PLANS AND TYPICAL DETAIL SHEETS, TABLES REFER TO THE 3022 CBC, GRADING RULES FOR WEST COAST LUMBER NO.T,UNLE55 NOTED OTHERWISE. A. EMPLOY AND PAY THE SPECIAL INSPECTION AGENCY E IRED BY THIS LIST IS PROVIDED IO HELP EASE THE CONSTRUCTION FIELD PE AND TO HELP THE LUMBER GRADES AS SPECIFIED BELOW MEET MINIMUM REQUIREMENTS: 2,WELDED WIRE FABRIC(MESH)SHALL CONFORM SMOOTH THE LATEST REVISED INSPECTIONS SPECIFIED IN THIS SECTION AND?HOSE REQUIRED BY ANSWER TYPICAL QUESTIONS COMMONLY ASKED FROM THE FIELD PERSONNEL 2, THESE NOTES SHALL E USED IN CONJUNCTION WITH THE PLANS AND ANY CASTMONFORM RM LAP 1-Il1 SPACES, -S MINIMUM.SMOOTH WIRE FABRIC SHALL AUTHORITIES HAYING JURISDICTION. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE LUMBER BILE CONFORM i0 ASTM A85,YIELD STRENGTH 60 K61. B. EMPLOY AND PAY THE MATERIALS TESTING LABORATORY TO PERFORM REVIEW ALL LUMBER GRADES AND NOTE THAT THE USE OF A NAIL IDENTIFGATION ENGINEER PLATES,BLOCKING STD OR BTR TESTSHAVING SPECIFIED IN THIS SECTION AND THOSE REQUIRED BY AUTHORITIES SYSTEM IS HIGHLY RECOMMENDED.SEE SHEET SD2 FOR ALL NAILING ALL STUDS NO.2 3.WELDING OF REINFORCING STEEL SHALL CONFORM TO MEIN WELDING USING HAVING JURISDICTION. REQUIREMENTS AND ACCEPTABLE NAIL IDENTIFICATION SYSTEMS, ALSO,NOTE 3. CONTRACTOR MUST CHECK DIMENSIONS,FRAMING CONDITIONS,AND SITE PROPER LOW HYDROGEN ELECTRODES. ALL BARS TO BE WELDING I. RETESTING-THE CONTRACTOR SHALL REIMBURSE THE OWNER FOR THAT BOTH SIMPSON AND USP HARDWARE ARE LISTED AS ACCEPTABLE. CONDITIONS BEFORE STARTING WORK ARCHITECT AND THE ENGINEER SHALL BE 2x RAFTER,JOISTS NO.2 SHALL CONFORM TO A57M A106, RE-TESTING WHERE RESULTS OF INSPECTIONS AND TESTS PROVE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES OR POSSIBLE DEFICIENCIES. 4.6 THROUGH 4x12 BEAMS,HEADERS AND POSTS NO.2 UNSATISFACTORY AND INDICATE NONCOMPLIANCE WITH REQUIREMENTS. ANCHOR BOLTS(EXCEPT HI5ST5 BOLTS)MAY ONLY BE OVERDRILLED 4.14 BEAMS,HEADERS AND POSTS NO.1 4.ALL BARS IN MASONRY SHALL BE LAPPED A MINIMUM OF 40 BAR C. EMPLOY AND PAY THE ENGINEER RESPONSIBLE FOR THE STRUCTURAL UII MAX. 4, CONDITIONS NOT SPECIFICALLY DETAILED SHALL BE CONSTRUCTED AS 4.4 POSTS,HEADERS NO.2 DIAMETERS(2'-0"MIN.)AT ALL SPLICES UNLESS NOTED OTHERWISE. DESIGN OR ANOTHER ENGINEER DESIGNATED BY THE ENGINEER SPECIFIED IN TYPICAL DETAILS FOR THE RESPECTIVE MATERIALS. POSTS AND TIMBERS(6x AND LARGER) NO.I RESPONSIBLE FOR THE DE61GH TO PERFORM STRUCTURAL OBSERVATION, ALL MUDSILL9 MUST HAVE A MINIMUM OF(2)ANCHOR BOLTS PER PIECE,BE BEAMS AND STRINGERS(6x AND LARGER) NO.1 5,ALL BARS IN CONCRETE SHALL BE LAPPED PER DETAIL 2m/PTDL DEFINITIONS SPACED A MIN.1"AND MAX.12"FROM EACH END,AND BE SPACED NO MORE THAN 5, THESE DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. 6'-0"O.G.AT EXTERIOR NON-SHEAR WALLS. ALL BRACING,TEMPORARY SUPPORTS,SHORING,ETC,15 THE SOLE RESPONSIBILITY 2. UTILITY GRADE LUMBER IS UNACCEPTABLE FOR MIT PURPOSE, 6.SPLICES OF HORIZONTAL RESAR IN WALLS AND FOOTINGS SHALL BE A. APPROVED FABRICATOR: A FABRICATOR REGISTERED AND APPROVED By OF THE CONTRACTOR THE CONTRACTOR 15 SOLELY RESPONSIBLE FOR ALL STAGGERED 4'-0"MINIMUM. THE BUILDING OFFICIAL AND ENGINEER OF RECORD,TO PERFORM WORT,OFF 3/SD1-MUST BE ADHERED TO. EARRING OVER IS ONLY A PLUMB AND LINE ISSUE. CONSTRICTION METHODS AND FOR SAFETY CONDITIONS AT THE WORKSITE. 3. 2.4 FLAT HEADERS ARE ACCEPTABLE FOR USE IN INTERIOR NON-BEARING WALLS SITE,REQUIRING SPECIAL INSPECTION WITHOUT SPECIAL INSPECTION.THE MINIMIZING OUTS WILL MINIMIZE THE AMOUNT OF SPECIAL STRAPPING AND NAILING OBSERVATION VISITS TO THE JOB SITE BY THE ARCHITECT AND THE ENGINEER DO ONLY. REFER TO NON-BEARING HEADER SCHEDULE ON DETAIL 9/602. 1,DOWELS FOR WALLS AND COLUMNS SHALL BE THE SAME SIZE AND SPACING DESCRIPTION IN SECTION 1702.1 OF THE CURRENT CALIFORNIA BUILDING CODE 1 REQUIRED. NOTE THAT IT 15 ONLY REQUIRED AT ALL EXTERIOR WALLS AND NOT INCLUDE INSPECTION OF CONSTRUCTION PROCEDURES. THESE VISITS SHALL NOT AS THE WALL/COLUMN REINFORCING UNLESS NOTE OTHERWISE, APPLICABLE. INTERIOR SHEAR WALLS.ALSO NOTE THAT ALL SPECIAL NAILING AND STRAPPING BE CONSTRUED AS CONTINUOUS AND DETAILED INSPECTIONS. 4, WHERE POSSIBLE ALL LUMBER GRADE STAMPS SHALL REMAIN ON LUMBER AFTER M SPECIAL INSPECTION AGENCY: THE ACCREDITED INSPECTION BODIES NOTED ON THE PLANS AND DETAIL MUST BE DONE JUST AFTER"PLUMB AND LINE" INSTALLATION. Z.ALL BENDING OF REINFORCING STEEL SHALL CONFORM TO SECTION 1501 OF DESIGNATED HEREIN MID APPROVED BY THE ENGINEER OF RECORD TO TO ENSURE THAT THEY ARE PROPERLY INSTALLED. 6, DESIGN MATERIALS,EQUIPMENT,AND PRODUCTS OTHER THAN TH05E DESCRIBED THE CALIFORNIA BUILDING CODE, PERFORM SPECIAL INSPECTION AS REQUIRED BY THE BUILDING CODE AND IN THIS DRAWING SET MAY BE CONSIDERED FOR USE,PROVIDED PRIOR APPROVAL 5, ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED THE PROJECT SPECIFICATIONS AND AS DESCRIBED IN SECTION 1101 OF THE 4/S22-THIS DETAIL SHOWS TYPICAL SHEAR WALL AND WINDOW FRAMING.IT ALSO IS OBTAINED FROM THE OWNER,ARCHITECT,THE ENGINEER,AND THE APPLICABLE FIR ALL NAILS TO PLATES TREATED w/BORATE MAY BE STANDARD NAILS,FOR 9,ALL REINFORCING BAR5 SHALL MEACCURATELY AND SECURELY PLACED CURRENT CALIFORNIA BUILDING CODE. DEFINES STAGGERED NAILING AT TOP PLATES MID ALLOWABLE HOLES AND GOVERNING CODE AUTHORITY. ALL OTHER PRESSURE TREATED PLATES,USE HOT DIP GALVANIZED NAILS. BEFORE POURING CONCRETE,OR GROUTING MASONRY. C. SPECIAL INSPECTOR: A QUALIFIED PERSON,EMPLOYED BY THE SPECIFIED PENETRATIONS IN SHEAR WALLS,PLEASE REVIEW THIS DETAIL FOR GENERAL SPECIAL INSPECTION AGENCY,WHO HAS DEMONSTRATED COMPETENCE i0 THE FRAMING INFORMATION. 6. EACH WOOD-BASED 5TRUCTURAL-U5E PANEL USED FOR HORIZONTAL DIAPHRAGM 10.vERTICAL LAP SPLICES IN MASONRY REBAR SHALL BE STAGGERED 24 BAR SATISFACTION OF THE BUILDING OFFICIAL FOR INSPECTION OF THE PARTICULAR AND/OR SHEAR WALL CONSTRUCTION SHALL BE INDENTIFIED BY A REGISTERED DIAMETERS, TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. • 5/�-REQUIRES SPECIAL ATTENTIONI NOTE THAT THE FULL HEIGHT SHEAR MANUFACTURED WOOD TFKX;WS STAMP OR BRAND OF AN OW-APPROVED COMPLIANCE ASSURANCE AGENCY. DUTIES INCLUDE VISUAL INSPECTIONS AND FIELD MEASUREMENTS OF PANEL MUST EITHER BE CUT BACK OR FURRING ADDED NEXT TO THE WINDOW I. MANUFACTURER SHALL SUPPLY TO THE ENGINEER AND THE BUILDING DEPARTMENT MATERALS,OBTAINING SPECIMENS FOR TESTS AND RELATED ACTIONS BECAUSE THE SECTIONS OF SHEAR ABOVE AND BELOW THE OPENING"MUST"EDGE CALCULATIONS AND SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION,ALL 1. WOOD-BASED 5TRUCTURAL-U5E PANELS SHALL MEET THE REQUIREMENTS OF THE INCLUDING PREPARATION OF REPORTS. NAIL TO THE KING POST OR KING STUD THAT THE FULL HEIGHT SHEAR PANEL EDGE CALCULATIONS AND SHOP DRAWINGS SHALL BE SIGNED BY A CALIFORNIA LATEST EDITION OF THE VOLUNTARY PRODUCT STANDARD F5-2"PERFORMANCE D. TESTING LABORATORY: AN ACCREDITED MATERIALS TESTING LABORATORY, NAILS TO, REGISTERED PROFESSIONAL ENGINEER IT SHALL BE THE RESPONSIBILITY OF THE STANDARD FOR WOOD-BASED STRUCTURAL-USE PANELS".ALL PANEL&SHALL BE ALL CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH AS NOTED IN APPROVED BY THE ENGINEER OF RECORD,TO MEASURE,EXAMINE,TEST, MANUFACTURER TO OBTAIN BUILDING DEPARTMENT APPROVAL OF CALCULATIONS GLUED WITH EXTERIOR TYPE GLUE MEETING APA SPECIFICATION AFG-01, THE PROJECT DESIGN CRITERIA. CALIBRATE OR OTHERWISE DETERMINE THE CHARACTERISTICS OR 6/SD2 MID 1/SD2-REOUIRE5 ALL STRAPS BE INSTALLED WHILE BEAMS ARE AND SHOP DRAWINGS. PERFORMANCE OF CONSTRICTION MATERIALS. BEING SET AND NOT LATER . CEMENT SHALL BE PORTLAND CEMENT COMFORTING TO A57M C-150,AS 8. ALL METAL CONNECTORS SHALL BE THOSE MANUFACTURED BT US.P.LUMBER E. CONTINUOUS INSPECTION: ON SITE INSPECTION BY THE SPECIAL INSPECTOR ON 2. TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST LOCAL ADOPTED CONNECTORS,"ACV"ADVANCED CONNECTOR SYSTEMS OR SIMPSON STRONG-TIE, REQUIRED TO SATISFY SITE SOIL CONDITIONS AS DETERMINED THE PROJECT A CONTINUOUS BASIS OBSERVING ALL WORK REQUIRING SPECIAL INSPECTION. 8/SD2-NOTE 2x END STUD AND 2 ROWS OF EDGE NAILING AT END AND EDGE BUILDING CODE FOR ALL LOADS IMPOSED,INCLUDING LATERAL LOAD5 AND THE NAILS FOR THESE CONNECTORS SHALL BE AS SPECIFIED BY THE SOILS ENGINEER SEE PROJECT DESIGN CRITERIA FOR REQUIREMENTS. F, PERIODIC INSPECTION:INTERMITTENT INSPECTION AS PERMITTED BY THE PLAN NAILING NOTED ACROSS BOTTOM OF HEADER TO HELP REDUCE HEIGHT TO WIDTH MECHANICAL EQUIPMENT LOADS, MANUFACTURERS FOR CAPACITY OF THE HARDWARE.ALL CALLOUT5 REFER TO SPECIFIED AT PREDETERMINED INTERVALS OR MORE FREQUENTLY AS WORK RATIO. SIMPSON PRODUCT CODES AND NAMES,REFER TO CRO55 REFERENCE TABLES AGGREGATES SHALL BE NATURAL SAND AND ROCK CONFORMING TO ASTM C33. PROGRESSES.NO SIGNIFICANT ELEMENTS OR AREAS SHALL BE COVERED BY 3. ALL CONNECTORS SHALL BE IC50 APPROvED AND OF ADEQUATE STRENGTH TO PROVIDED BY AC5 AND U5P IN THEIR PRODUCT CATALOGS. THE FOLLOWING MINIMUM CLEAR DISTANCES BETWEEN REINFORCING STEEL AND ADDITIONAL WORK UNTIL APPROVED BY THE MUNICIPAL BUILDING INSPECTOR I0/�-NOTE REQUIREMENTS FOR C514,ALSO,DETERMINE WHETHER THE FRAMER RE51ST STRESSES DUE TO THE LOADING INVOLVED. FACE OF CONCRETE SHALL A MAINTAINED UNLESS NOTED OTHERWISE: AND/OR THE SPECIAL INSPECTOR OR PLUMBER ARE INSTALLING THE STRAPS AT PLUMBING PIPES, 9, PROVIDE FIRE STOPS AT ALL INTERSECTIONS OF STUD WALLS AT FLOOR,CEILING G. STRUCTURAL OBSERVATION: THE VISUAL OBSERVATION,BY THE ENGINEER OF 4. TOTAL LOAD DEFLECTIONS,SHALL BE LIMITED TO L/360 FOR ROOF TRUSSES AND AND ROOF, FIRE STOPS SHALL BE 2x NOMINAL THICKNESS OF WOOD MID SHALL CONCRETE MINIMUM CONCRETE MINIMUM RECORD OR HIS DESIGNEE,INCLUDING BUT NOT LIMITED TO THE ELEMENTS AN 9/SD2-REVIEW TO HELP REDUCE HEADER STOCK L/480 FOR FLOOR TRUSSES. BE THE FULL WIDTH OF THE ENCLOSED SPACE,PLACE FIRE STOPS AT A MAXIMUM CONDITION COVE (I CONDITION COVER(IN.) CONNECTIONS OF THE STRUCTURAL SYSTEM,FOR GENERAL CONFORMANCE TO I/5D3-NOTE THAT L550'S NAIL w/8d NAILS. A35'S ARE NOT ACCEPTABLE FOR SPACING OF 10'-0"IN THE VERTICAL DIRECTION. PROVIDE 2.FIRE STOPS IN ALL SLAB ON GRADE THE APPROVED PLANS AND SPECIFICATION,AT SIGNIFICANT CONSTRUCTION CONCATE EXPOSED tO STAGES AND AT COMPLETION UD THE WAIVE THE SYSTEM.STRUCTURAL ANGLED FREEZE BLOCKING DUE TO GAP BETWEEN BLOCK AND TOP PLATE.USE S. CROSS BRIDGING AND/OR BRACING SHALL BE PROVIDED AND DETAILED BY THE FURRED SPACES,VERTICAL AND HORIZONTAL,AND AT A MAXIMUM SPACING OF CONCRETE AGAINST J EARTH a WEATHER LTP4-5 OR HI'5 IF VERTICAL BLOCKING I5 USED.ALSO,AT HIGH HEEL CONDITION, TRUSS MANUFACTURER AS REQUIRED TO ADEQUATELY BRACE ALL TRUSSES. 10'-0"IN EACH DIRECTION AND AT THE SAME LINES AS FIRE STOPS IN ADJACENT PERMANENTLY EXPOSED 3" 3-5 SAR5 11iz" OBSERVATION TIGN DOES NOT INCLUDE OR WAIVE THE RESPONSIBILITY FOR THE STUD WALLS. TO EARTH(EXCEPT SLABS) •6-16 BAR5 2" SPECIAL AND MUNICIPAL INSPECTIONS REQUIRED BY CODES AND AND ALL TRUSS BAYS MUST HAVE FULL HEIGHT TRUSS PANEL BLOCKS THE ENTIRE 6. CONTRACTOR SHALL HAVE BUILDING DEPARTMENT APPROVED TRUSS PLAN ON SPECIFICATIONS, LENGTH OF THE WALL. JOB SITE PRIOR TO FOUNDATION INSPECTION AND THROUGHOUT CONSTRUCTION 10.TOP PLATES A ALL STUD WALLS SHALL AI 2 PIECES THE SAME SIZE AS STUDS, PER CBC 1901,1/ACI 318-I4 .SPECIAL INSPECTION-CONTINUOUS INSPECTION: 2/SD3-U5E LTP4'S MOSTLY EXCEPT NEAR THE CENTER OF THE TRUS5 WHERE PHASE.THESE TRUSS PLANS SHALL CONFORM TO THE FRAMING PLANS PREPARED SPLICES TO LAP 4'-0"MINIMUM AND BE NAILED/STRAPPED PER DETAIL 3/5D2. . PIPES MAY PASS THROUGH STRUCTURAL CONCRETE IN SLEEVES,BUT SHALL NOT THE SPECIAL INSPECTOR SHALL BE EMPLOYED BY THE OWNER THE ENGINEER THERE MAY BE A GAP,THEN USE THE L550'S OR LTP6'S,AND MAKE SURE THAT BY THE ENGINEER OF RECORD.TRI 55 PLANS SHALL BEAR WET SIGNATURE OF BE EMBEDDED THEREIN. PIPES OR DUCTS EXCEEDING ONE-THIRD THE SLAB OR OR ARCHITECT OF RECORD,OR AN AGENT OF THE COINER,BUT NOT THE CONTRACTOR ALL NAILS ARE INTO THE UPPER TOP PLATE AND NOT THE FRAMING PLATE. TRUSS DESIGN ENGINEER AND SHALL HAVE BEEN REVIEWED BY ENGINEER 3= II. BOLT HOLES IN WOOD SHALL BE I/33"TO I/16"LARGER THAN THE NOMINAL BOLT OR ANY OTHER PERSON RESPONSIBLE FOR THE WORK RECORD. DIAMETER ALL SOLT5 SHALL HAVE A STANDARD CUT WASHER UNDER HEAD AND WALL THICKNESS SHALL NOT BE PLACED IN THE STRUCTURAL CONCRETE UNLESS SPECIFICALLY DETAILED. THE FOLLOWING CHECKED CONSTRUCTION PROCEDURES REQUIRE SPECIAL NUT UNLESS NOTED OTHERWISE. INSPECTION PER SECTION 1104 AND 1101 OF THE 2023 CBC. 3/603-NOTE FOR OFFSET CONDITION w/2.FLAT MEMBER 3"O.G.NAILING MAY BE 1, APPROVED FINAL TRUSS DRAWINGS SHALL BECOME PART OF CONSTRUCTION -NOT REQUIRED USED TO NAIL BOTH THE OFFSET TRUSS AND TO NAIL THE MEMBER TO THE SHEAR DOCUMENTS. 12, ALL NUTS AND BOLTS SHALL BE RETIGHTENED PRIOR TO THE APPLICATION OF PROVIDE 3/4"CHAMFERS AT ALL EXPOSED CORNERS. WALL TOP PLATE IN LIEU OF FRAMING ANCHORS FOR SHEAR WALL TYPE5 6 AND SHEATHING,PLASTER,ETC. SPECIAL INSPECTION-PERIODIC INSPECTION: 4 ONLY,NO EXCEPTION. REFER TO ARCHITECTURAL DRAWINGS FOR REVEALS,AREAS OF TEXTURED THE SPECIAL INSPECTOR SHALL BE EMPLOYED BY THE OWNER THE ENGINEER 8. TRUSS MANUFACTURER TO DESIGN TRUSSES PER FRAMING PLANS WITH THE 13. STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES,ETC.UNLE66 6PEGIF ICALLT CONCRETE OR SPECIAL FINISH 5,ITEMS REQUIRED TO BE CAST INTO THE OR ARCHITECT OF RECORD,OR AN AGENT OF THE OWNER,BUT NOT THE CONTRACTOR H 4/&D3 AND 5/6D3-DO NOT FORGET THE 4"WIDE PLYWOOD STRIP BETWEEN FOLLOWING REOUREMENTS: DETAILED.NOTCHING OF HORIZONTAL STRUCTURAL MEMBERS SHALL CONFORM TO OCONCRiE,CURBS AND SLAB DEPRESSIONS. T ANY OTHER PERSON RESPONSIBLE FOR THE WORK. TRU55 PANEL BLOCKS, A.ALIGN ALL TOPS OF TRUSS CHORDS THE PROVISIONS OF CBC SECTION 2308.10.42 AND DETAIL IZ/�.NOTCHING AND THE PLANS SHALL INDICATE THAT SPECIAL INSPECTION WILL BE PROVIDED FOR NT TO NOT MORE THE FOLLOWING WORK.(CBC CHAPTER I1 AND SECTION 1m12) B.AT ATTIC ACCESS PROVIDE 30"TRUSS MAY SPACING WITH LADDER BLOCKING BORING OF STUDS AND TOP PLATES SHALL CONFORM TO THE PROVISIONS OF CBC ORYPACIK SHALL BE COMPOSED OF ONE PART PORTLAND CEME 6/623-NOTE THAT THIS DETAIL 15 FOR AN ALIGNED DRAG TRUSS,CONDITION ALL AT 24"o/c.REFER TO DETAIL 1/502 FOR SPAN RATING. SECTION 2308.9.10 AND 2308.9.11 AND DETAIL 10/SD2 THAN THREE PARTS&AND. DRAG TRUSSES SHOULD BE ALIGNED WITH THE WALL THAT THEY ARE STRAPPED aeQJt veufTunory nIWI C.PROVIDE ADDITIONAL SUPPORT AT MECHANICAL UNITS,WHERE OCCURS, xsc[cnox TO UNLESS NOTED OTHERWISE ON PLANS. D.PROVIDE CONVENTIONAL FURRING AT INTERIOR COFFERED CEILING AREAS UN.O. 14, BLOCKING ALL CONVENTIONAL FOUNDATIONS ARE DESIGNED FOR SOILS WITH"VERY LOW"TO E.TRI&&HANGERS TO BE DESIGNED BY TRUSS MANUFACTURER 'LOW"EXPANSIVE"POTENTIAL(EI<501 UNLESS SPECIFICALLY NOTED OTHERWISE 8/SD3-NOTE THAT AT A HIGH HEEL GIRDER TRUSS CONNECTION,A TALLER 2x R PROVIDE SOLID BEARING AT MULTIPLE GIRDER TRU55(E5) FLOOR TYPE BLOCKNG REQUIREMENTS ON THE FOUNDATION PLANS. c BLOCK MUST BE USED THAT WILL STILL NAIL AT 12"O.C,TO THE GIRDER TRUSS GONVENi'L PROVIDE 0.REFER TO ACI 318-14 FOR REQUIREMENTS WHEN CONCRETE 15 EXPOSED TO 2x BLK'G BETWEEN CONVENTIONAL JOISTS AND RAFTERS v o - BOTTOM CO USE MFR TRUSS BLOCK OR BLOCKING PANEL PER DET I/SD3 IF 9, APPROXIMATE LOCATION OF MECHANICAL PLATFORM SHOWN,VERIFY WITH 2.SYSTEM AT ALL BEARING SUPPORTS AND ABOVE ALL SHEAR WALLS. H RD. $j/N HEIGHT 15 GREATER THAN 12". MEGNANIGAL CONTRACTOR AND TRU59 MANUFACTURER ON ExAGT LmGAT1GN, SULFATE CONTAINING SOLUTIONS. SEE TABLE BELOW FOR REFERENCE. f mac 13/5D3-NOTE POPOIIT WALL ON TOP OF LOW ROOF SHEATHING TO TRANSFER THE [-JOIST PROVIDE SOLID III ABOVE ALL SHEARWALL5 AND WHEN SYSTEM [-JOISTS ARE NON-CONTINUOUS OVER BEARING SUPPORT. FOR �' SHEAR FORCE.ALSO,H2.5 MUST NAIL TO THE TOP OF THE LOW ROOF LEDGER AND I-JOIST CONTINUOUS OVER BEARING SUPPORT,PROVIDE(U Ila CONCRETE SPECIRCATIONS v -1:m accaa-E w NOT THE BOTTOM OF THE LEDGER.ALSO,THE"BACK EDGE NAILING"OF THE SINKER PER JOIST TO TOP PLATE MID OMIT BLK'G AT BEARING w/SOL SULFATE CONDITION ACI 318-14 x ar r " SHEAR PANEL INTO THE LOW ROOF LEDGER 15 COMMONLY MISSED.ALSO,NOTE CLUED LAMINATED LUMBER(GLB) SUPPORT. 6 ry F THAT 2X BLOCKING 15 NOT REQUIRED UNLESS FOR FIRE STOPPING, 1, ALL FABRICATION AND WORKMANSHIP SHALL CONFORM TO THE CURRENT EDITION Aw��n�r Y v Im MFR TRUSS PROVIDE III PANELS ABOVE ALL 5HEARWALL5 PER DET I/SD2, waTE-srAa.u�E : X aeeoxoa(r,E wex zEcnox nmza ee C /SD4-NOTE THAT THE UPSTAIRS EXTERIOR SHEAR WALLS"MUST"HAVE THE OF THE STANDARD SPECIFICATIONS FOR STRUCTURAL GLUED LAMINATED DOUGLA9 rt 10" UPSTAIRS SHEAR PANEL EXTENDING DOWN 5"TO THE SIDE OF THE RIM J015T FIR(COAST REGION)LUMBER BY THE WEST COAST LUMEERMEN'S ASSOCIATION AND SYSTEM MATCH PANEL SHEATHING AND NAILING REQUIREMENTS OF SHEAR rzow wa THE CURRENT EDITION OF TIMBER CONSTRUCTION. WALL BELOW,UN O.REFER TO 10/SD3 AT BEARING NON-SHEAR suLFATE wLFATE rsc.) AND(2)ROWS"OF SHEAR PANEL EDGE NAILING DIRECTLY INTO THE RIM JOIST, CONDITION, esrFOR nPa g ExPosuRE er uEiwrE N uwrEF.vFn cEnENT ttPE Rc Ia:r� �R xmmme xEeJwIeLE a-se sPEc1x Feixloolc NevEcnw cs xaar zmey THIS CONNECTION IS DONE INSIDE LIEU OF SOLE PLATE NAILING, NOTE THAT IF THE 2 ALL SIMPLY SUPPORTED GLUED-LAMINATED MEMBERS SHALL O DOUGLAS FIR, m.me m:m ------ ----- ------- :o PA1ELe,EpA ea. t' SHEAR PANEL IE ON THE INSIDE OF THE WALL,THEN PLATE TO MUST BE USED COMBINATION 34F-V4 WITH WATERPROOF RE50RCINAL OR PHENOL RE50RCINAL (PER THE TABLE)FROM THE SIDE OF THE SOLE PLATE TO THE SIDE OF THE RIM Ism-Ismm N e� m G JOIST. ALSO NOTE THAT THE DOWNSTAIRS SHEAR WALLS MAY EXTEND UP TO THE GLUE CONFORMING 10 THE FEDERAL SPECIFICATIONS MIL-A-391-5. USE 24F-v8 I5mm-bazm mz EP SIDE OF THE RIM JOIST 4"AND OMIT FRAMING ANCHORS"ONLY ABOVE THE SHEAR FOR ALL CONTINUOUS AND CANTILEVERED BEAMS. rn£91cemm PANEL",BUT A LINE MUST BE SNAPPED AND EDGE NAILING PROVIDED TO BOTH 3. FINISH OF THE MEMBERS SHALL BE INDUSTRIAL APPEARANCE GRADE IN 15, CROSS BRIDGING OR SOLID BLOCKING SHALL BE PROVIDED AT 8'-0"O.C. I.�WHEN BOTH TABLE 43.1 AND TABLE 422 ARE CONSIDERED,THE COYEST zmm .STRUCTURAL OE36ERVATION: THE RIM J019T AND DOWNSTAIRS UPPER TOP PLATE. AL60,AN -JOIST RIM I&NOi CONFORMANCE WITH THE STANDARD APPEARANCE GRADES OF THE A.I.i.C.,ONO. MAXIMUM FOR ALL CONVENTIONAL JOISTS MORE THAN 12"DEEP UNLE55 BOTH APPLICABLE MAXIMUM WATER-CEMENTITIOUS MATERIAL RATIO AND HIGHEST THE FOLLOWING STAGES OF CONSTRUCTION REQUIRE STRUCTURAL OBSERVATION: ACCEPTABLE. EDGES ARE HELD IN LINE FOR THEIR ENTIRE LENGTH. APPLICABLE MINIMUM f'c SHALL BE USED_ A.FOOTING:FOOTING TRENCHES,REINFORCING,ANCHORAGE,AND P.T. FIELD FIX CONDITION: 4. A CERTIFICATE OF INSPECTION FOR EACH GLU-LAM BEAM FROM AN APPROVED TENDONS PRIOR TO THE PLACEMENT OF CONCRETE IF THE SECOND FLOOR SHEAR WALL DOES NOT EXTEND TO THE RIM, 16,AT NON-BRG WALLS,PROVIDE 1/4"TO 3/4"GAP BETWEEN TOP PLATES AND TRUSS B. STRUCTURAL SLAB:THE REINFORCING,ANCHORAGE,FORMS OF THE PROVIDE LS50'S(PER TABLE)FROM SOLE PLATE TO RIM, TESTING AGENCY SHALL BE SUBMITTED TO AND APPROVED BY THE LOCAL OR JOIST BOTTOM CHORD.USE SIMPSON DTC AT PERPENDICULAR WALLS. 2. SEAWATER STRUCTURAL SLAB PRIOR TO THE PLACEMENT OF CONCRETE BUILDING DEPARTMENT AND BY THE ENGINEER PRIOR TO ERECTION. ALL GLU-LAM 2/5D4-THE UPSTAIRS EXTERIOR SHEAR WALLS MUST ALSO HAVE THE SHEAR BEAM5 SHALL BE PROPERLY IDENTIFIED TO THE SATISFACTION OF THE BUILDING 3. POZZOLAN HAS BEEN DETER"IINED BY TEST OR SERVICE RECORD TO IMPROVE C. MASONRY/RETAINING WALLS:PRIOR TO GROUTING. PANEL EXTEND 5"TO THE RIM JOIST PER/SD4,ALSO,-JOIST BLOCKING IS NOT DEPARTMENT PER SECTION 2303.13 OF THE CBC,AS FOLLOWS: 11. NO LET-IN BRACING ALLOWED. SULFATE RESISTANCE WHEN USED IN CONCRETE CONTAINING TYPE V CEMENT. D. THE COMPLETIONOF THE STRUCTURAL OF EACH PHASE,PRIOIR TO GOvERING THE STRUCTURAL SYSTEM. ACCEPTABLE. GLU-LAM BEAM SHALL BE MARKED AN5 STANDARD AN N: 16, ASS,LTP4 OR L650 FRAMING ANCHOR&MAY BE SUBSTITUTED FOR EACH OTHER 3/SD4-NOTE THE USE OF A SOLID BLOCK([-JOIST BLOCKING NOT ACCEPTABLE) 4.1 PROVIDE FIELD INSPECTOR WITH APPROVED'CERTIFICATION OF INSPECTION" FOR ALL CONNECTIONS AS NECESSARY, PROJECT DESIGN CRITERIA w/LTP4'S FULL WALL LENGTH,TYPICAL.ALSO,ADD THE 2.4 FLAT BLOCKING 42 SPECIFY STRESS,EXTERIOR GRADE IF EXPOSED. 1I ALL BEAMS TO BE SUPPORTED WITH FULL BEARING UNLE55 NOTED OTHERWISE. rYMAL HAERS U.N.O.P PLAN NLY BELOW UPSTAIRS SHEAR WALLS O FOR TYPE 3 AND 4 SHEAR WALLS, 43 PROVIDE CAMBER NG ER 2022 CALFOBNA BUIDNG CODE(CBC). 20.ALL ISOLATED POSTS AND BEAMS TO HAVE SIMPSON PB'e,PC'e MID/OR BG'e FRAMING CONDITION BIMPBON E LOAD TO Jj_4-ALL DOUBLE D F AND OTHER APPLICABLE CO SPECIFIED CONNECT FLOOR 5, ALL GLU-LAM BEAMS SHALL HAVE A STANDARD CAMBER BASED ON A TO GIRDER PER MFR PER MFR PER MFR QEOTE�'.f�•AL REPORT W/( DATE LETTER�APPLIOABLE) TO FLOOR OR AS NOTED FOR THE APPLICABLE CONNECTION. ALSO,NOTE THAT RADIUS OF 1600 FT„UNA. MINIMUM,UN.O. TRUSSES TO BEAM PER MFR PER MFR 1115 REPORT PERFORMED 51 UPDATE LETTER PERFORMED Br FOR THE OFFSET CONDITION,A CONTINUOUS RIM JOIST MUST BE PROVIDED 21, PROVIDE SOLID BEAM OR FLOOR GIRDER TRUSS PER PLANS UNDER PARALLEL TO 2x LEDGER PER MFR PER MFR 1115 NAME - -PETRA NAME - --- BETWEEN THE UPSTAIRS STRAF'(5)AND DOWSTAIR&"OFFSET"61RAP(6). NAL SHEARWALLS ON FLOOR ABOVE. PROJECT NO,:20-310 PROJECT NO --- 1. ALL FLOOR SHEATHING,ROOF SHEATHING AND SHEAR PANELS CONSTRUCTED U51NG V JOIST TO BEAM LUS• JU5• VARIES DATE ---m9/OYTI DATE - 6/SD4-NOTE THE 2x4 FLAT MEMBER REQUIREMENT FOR STAGGERED S.PN.AND TO 2.LEDGER LUS• JU5• VARIESTHE -- WOOD-BASED STRUCTURAL-USE PANELS SHALL BE FASTENED WITH COMMON NAILS. 22.ALL FOUNDATION HOLD DOWNS TO BE FASTENED TO 4x4 POST,MINIMUM,ONO.. • DIFFERENT USE T A 3M 15 WIDE ON BELOW SHEAR WALL TYPES AND 2,UNLESS A HARDWARE SHALL BE NAILED PER MANUFACTURER'S REQUIREMENTS,OTHERWISE DIFFERENT BEAM IS NOTED ON THE PLANS. SHORT NAILS MAY BE USED,NAILING SHALL BE PER CHAPTER 23 AND TABLE 23.ALL CONVENTIONAL FRAMED PORTIONS OF THE STRUCTURE ARE i0 BE [-JOIST TO BEAM US. THF• VARIES FOUNDATION DESIGN PARAMETERS CONCRETE CRITERIA 2304.10 D 1 OF THE CEO AN DTL 15/SD2 WHO.ON THE PLANS OR DETAILS, CONSTRUCTED PER SECTION 2306 OF THE CBC, TO 2x LEDGER IUS• THF• VARIES • 1/6D4-NOTE THE LENGTH OF 48"OR AS PER PLANS IS THE STRAP LENGTH FROM ALLOWABLE SOIL BEARING - I500 MINIMUM COMPRE55IVE THE END OF THE WALL. ALSO,NOTE THE USE OF 3-I/2"WIDE OR DOUBLE 1 1/4"FULL 2, NAIL GUNS MUST BE EQUIPPED WITH A FLUSH NAILER ATTACHMENT FOR NAILING OF 24.IF FOUNDATION SILL PLATE&PUTS,PROVIDE A"BP"BEARING PLATE AT ALL MFR FLOOR TO FLR GIRDER PER MFR PER MFR PER MFR PASSIVE EARTH PRESSURE---------= 250 STRENGTH(AT 28 DAY5) =25m0 PSI DEPTH BLOCKING WHERE(2)C514 DRAG STRAPS OCCUR.PROVIDE(I)ROWAN PLYWOD SHEAR WALLS,FLOOR SHEATHING AND ROOF SHEATHING. ANCHOR BOLTS IN SPLIT SILL PLATE. �55ES To BEAM PER MFR PER MFR 1000 FLOOR EDGE NAILING AT EACH BLOCK LINE OR(2)ROWS OF FLOOR EDGE TO 2x LEDGER PER MFR PER MFR 1000 EXPANSION INDEX(EI)/CATEGORY= EXPAN51rE NAILING AT A SINGLE 3 1/2"WIDE ROW OF BLOCKS. 3. NAILS LISTED UNDER ESR-3012 ARE NOT ACCEPTABLE. 25.IT IS STRUCTURALLY ACCEPTABLE TO USE STRUCTURAL GLUED(FINGER-JOINTED) CORROSIVITY - TBD CEMENT TYPE REQUIRED •TYPE II AND CONFORM NOTES: 'HANGER DEPTH TO MATCH SUPPORTED MEMBER DEPTH LUMBER ALL FINGER-JOINTED LUMBER MUST BE"CER EXT JNTS" TIED • 9/�-NOTE ONLY R FLAT BLOCKING IS REQUIRED THAT NO WALL EXISTS q. ,ALL NAILS MUST BE DOMESTICALLY MANUFACTURED. WITH THE WWPA'z GLUED PRODUCTS PROCEDURES AND QUALITY CONTROL. SULFATE EXPOSURE --- - BELOW TO ALLOW FOR STAGGERED S.PN.ALSO,NOTE THAT 3-I/2"DEEP BLOCKING I) AT ESP LE HANGER:NO NAILS REQUIRED V BOTTOM FINGER-JOINTED WMBER IS TO BE STAMPED WITH CER EXT JNTS"AND MAY BE 2) SEE TABLE ON SHEET SD2 FOR ALTERNATE"USP"HANGERS LIQUEFACTION POTENTIAL--- - TIED "MI NTI WATER/ IS REQUIRED FOR SHEAR WALL TYPES 3,2 AND 1. 5, ALL NAILS INTO PRESSURE TREATED LUMBER SHALL BE HOT DIPPED GALVANIZED USED INTERCHANGEABLE WITH ANY SOLID-SAWN LUMBER PRODUCT OF THE SAME L MATERIAL A .0b5 OR OTHER APPROVED COATING TO RESI5T CORROSION UNLESS PRESSURE SPECIES AND GRADES.PLEASE REFER TO LUMBER SPECIFICATION IN THE TOTAL EXPECTED SOIL SETTLEMENT- 3/4"IN 30' MATERIAL RATIO TREATED PLATE 15 TREATED WITH BORATE. STRUCTURAL GENERAL NOTES AND CALCULATIONS. MASONRY STRUCTURAL ABBREVIATIONS A 7-1 ie 8a1oEEoy1 exaxWxm u.�roo ^ nutm SEISMIC IMPORIANGE FACTOR t IJ=ID OCOJPANCY CATEGORY II I, CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C-W,GRADE N.ALL CAL, by sec�2 Evr ....._...................................._.............._.............._._:..._._....................._._._._................... SHALL BE MEDIUM-WEIGHT WITH MAXIMUM LINEAR SHRINKAGE OF 0. 1,WITH AN rµaTou eaerortlOxR•a rn n�xn RVKno SITE CLA55:C ;SEISMIC DESIGN CATEGORY:E ebrtaaHM war ra6 .................................................................................o..................................................................................... STRUCTURAL STFEL ALLOWABLE COMPRESSIVE STRENGTH 3 2000 F51 AND f'm 1500 P51. " oxn� lxrn SPECTRAL RESPONSE ACCELERATIONS::SPECTRAL RESPONSE COEFFICIENTS: 1, ALL FABRICATION AND ERECTION SHALL CONFORM TO THE LATEST EDITION OF 5e= wrec+t eu r� rsy rs9alasmw9 THE RISC MANUAL OF STEEL CONSTRUCTION. 2, ALL VERTICAL REINFORCING IN MASONRY WALLS NOT RETAINING EARTH SHALL BE ew nRrt Pf wsTTeixoN . .2188 51=0.191 Sde=1.151 5dl= 0.138 Fa=1.2 LOCATED IN THE CENTER OF THE WALL.UNA. � w ............................................S..Y..S....E....M..:............................................................................. ....... ADDITIONAL ITEMS TO NOTE 2. 2.STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING ASTM SPECIFICATIONS: 3. AGGREGATE SHALL CONFORM TO ASTM C-144(MORTAR)AND ASTM C-404(GROUT). AT HARDY PANELS,IT IS NOT STRUCTURALLY REQUIRED TO FILL THE HOLES AT way NM LIGHT FRAMED WALLS SHEATHED WITH WOOD STRUCTURAL PANELS RATED FOR SHEAR RESISTANCE OR STEEL SHEETS. THE BIDE OF THE PANELS. W-SHAPES A992 4. PORTLAND CEMENT SHALL BE AS SPECIFIED FOR CONCRETE. px r grx I sI" nxyuxa IM,5,HAPES ES A36 OR A552 GRADE 50 SEISMIC RESPONSE COEFFICIENT(5) Gs = 0.15 2, AT HTT5 HOLD DOWNS,IT 15 STRUCTURALLY ACCEPTABLE TO SCAB AT 2.STUD 5, MORTAR SHALL BE TYPE"S"WITH A MIN COMPRESSIVE STRENGTH OF 1&00 PSI. mrt EnwHx Set 5twc9[ enT� xxfWlnTgNa.EUWEMG CWE stYRl TO THE HOLD DOWN POST TO FACILITATE MO FLUSH AND CORRECT INSTALLATION OF CHANNELS A36 OR A512 GRADE 50 -9 uxe��� 1x xcn m s�a1 RESPONSE BE MODIFICATION FACTOR(&) R = 65 THE HOLD DOWN,THE HTT5 SHALL BE MOUNTED FLUSH TO THE SILL PLATE, ANGLES A36 6. GROUT SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. w�xc " nao 1NTnirox _ DESIGN BASE SHEAR ----- ---- = PER PLAN STEEL PIPE A53 GRADE ISWHERE SILL PLATES ARE BROKEN FOR PLUMBING PENETRATIONS,NO ROUND LISS A500 GRADE B OR C 1, MASONRY VENEER SHALL BE AS PER CHAPTER 14 OF THE APPLICABLE CEO, T`a'/ ANALYSIS PROCEDURE USED = EOUIv.LATERAL FORGE ANALYSIS STRAPPING IS REQUIRED i0 ilE THE SILL PLATES TOGETHER, SQUARE AND RECT.HSS A500 GRADE B OR G MACHINE BOLTS A301 OR A4W 5, PROVIDE 2-IRE"MINIMUM GROUT SPACE AND 12"MINIMUM GROUT BETWEEN Isi W_ m�9 WIND DESUM PARAMETERS(ASOE 7-� w oD�� WL wn ruTm want TEL TxnxouWtslwulD UAAmt DRAWNG3 PLATES 1 BAR A36 REINFORCING BARS AND MASONRY. w awu�aTcet 3. ALL STEEL EXPOSED TO WEATHER SHALL BE NOT-DIP GALVANIZED AFTER a rotr xM9xR "V1 LMec UUNII-EUrnnwmoE BAS C WIND SPEED(3 5EG GUST) II0 MPH 9. SET BOLTS,ANCHORS,REGLETS,SLEEVES,INSERTS,OR OTHER ITEMS NECESSARY amrNslox xoet ua uN[ss xor®oTxatwMSE ""'''""" FABRICATION. MEm anemuen 1n.Mx Mu1 nn�e E wvml xsomx�EEn�n WIND IMPORTANCE FACTOR/l) Im OGOJPANCY&iEGORT U THE SHOP DRAWING SUBMITTALS FROM THE VARIOUS TRADES WILL BE REVIEWED FOR THE ATTACHMENT OF SUBSEQUENT 10O a m¢wwxc n ..._ .......... ................................. . EDIT BY THE ENGINEER OF RECORD AND/OR ARCHITECT ONLY AFTER SUCH 4. ALL FIELD WIELDING SHALL BE CONTINUOUSLY INSPECTED BY A DEPUTY eweunwnrocoxtenetxparXPOSURE EXPOSURE C DRAWINGS HA E BEEN 0 REFER TO ARCH TECTURAL DRAWINGS FOR TYPE OF UNITS LAYING PATTER AND ... INSPECTOR QUALIFIED IN WELDING. JOINT DETAILS.UNLESS SPECIFICALLY NOTED OTHERWISE,ALL CONCRETE BLOCK A.INITIALLY REVIEWED AND ACCEPTED AS CONFORMING WITH THE STRUCTURAL AND BRICK SHALL BE LAID IN RUNNING BOND. - CONSTRUCTION DRAWINGS BY THE RESPONSIBLE SUPERVISOR AND 5. ALL SHOP WELDING SHALL BE DONE IN A SHOP CERTIFIED BY BUILDING a DRAWINGS CHECKER WITH THEIR SIGNATURES. SAFETY. 11. ALL CELLS WITH STEEL AND/OR CELLS BELOW GRADE ARE TO BE 50LID GROUTED.RETAINING WALLS ARE TO BE SOLID GROUTED. GRAVITY LOAD PARAMETERS DIAL TWO WORKING B.APPROVED AND ACCEPTED WITH A STAMP FROM THE GENERAL 6. ALL FULL PENETRATION GROOVE WELDS SHALL DI ULTRASONICALLY OF THE INTER ATION (UT) DEAD TOTAL LOAD FOR THE EXTENT REQUIRED PER THE CURRENT EDITION OF THE INTERNATIONAL ERSC 12/08/23 MB DELTA 1 CONTRACTOR AS CONFORMING i0 THE CONSTRUCTION DOCUMENTS. 12. IT IE STRUCTURALLY ACCEPTABLE TO GUT CMU'a WHEN CONSTRICTING BEFORE "`• DAYS BEFORE BUILDING CODE AND/OR LOCAL AMENDMENTS. INTERMEDIATE HEIGHT WALLS. ROOF 20 P&F . 23 PSF 43 PSF YOU DIG YOU DIG FLOOR 40 P5F . 14 PSF = 54 PSF 1, ANCHOR BOLTS AND UNFINISHED BOLTS SHALL CONFORM TO ASTM A301, 13. VERTI E STAGGERED 24 BAR DIAM. TOLL FREE 1-800-422-4133 ERSC.5/25/23 M B t 5 L 5�Z5 J� M ROOF MOW EDP PANEL SYSTEM - - 3 PSF 3 PSF A PUBLIC SERVICE BY 8. ALL WELDING ELECTRODES SHALL CONFORM 10 AWS E1mXX. 4. HORIZ ED W/DUR-O-WALL iR 55 WALL(EXTERIOR) 4 PSF = 14 PSF UNDERGROUND SERVICE ALERT AND U CANTILEVER EXTERIOR DECK SO FSP 14 PSF .104.FSF ji MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY. SEAL /� T�/ c r C p SHEET NO. CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN 04- MAIN OFFICE-TEMECULA,CA QROFESS/p*4 CITY l OF LAKE L LSINO\E FOUND ACCEPTABLE 3160E 5TE ECULA FKWY PAD E.,H PERFORMANCE PLU5 TEMECULA,CA 92592 m PRECISE GRADING PLAN ENGINEERING,INC. FMONE:(951)491-7120 m No. m PARK SITE - LOT 143 OF 10 SHTS g^��o�(i- 7-19-2023 * °� +'20� * TRACT 37305 SCALE: AS SHOWN BENCH MARK: FILE NO. R7�ENGINEER RCE Na. 83156 DA 7E � 04_T9_2D23 ��qTF FCA�pQ�s SEE SHEET 1. ^3_^^^ CITY OF LAKE ELSINORE R NALD f MAR I7N R.Cf No.C43689 DA Tf DATE: APRIL 2023 [ L3y aelms IL lswr.alhm(rw�/ae:)1ae.M�e'a2 xs9lxael9�x1•,:y+luxoscaorlem'ocr 2 xo Wxvro Mft (�L 91 row brt 4/79/21101N PY Wlf I179IW234V PY es Tycxcev 9" 9.-0" 9" LEGEND: r-0" 1. 9"WIDE POURED-IN-PLACE CONCRETE HEADWALL WITH KEYED AND 6 FOOTING.SEE DETAIL M,THIS SHEET.SEE MATERIALS SCHEDULE BOTTOM 5 4 N L RIGHT OF THIS SHEET FOR COLOR AND FINISH. 3 5 2. ADJACENT PAVING PER CONSTRUCTION PLAN. 3 5 6 1 4 3. 4'x 8"x 1/4"TUBULAR STEEL LEDGER. 7 4. 4"x 8"x 1/4"TUBULAR STEEL SPANNER BEAM. 1 5. 2"x 6"x UP TUBULAR STEEL CROSS BEAM. 7 r - ---- 6. 2"x 2"x 118"GALV.STEEL ANGLE WELDED TO CROSS BEAM. 4"x8 I STEEL U 7. TREX COMPOSITE DECKING BOARDS.SEE MATERIALS SCHEDULE BOTTOM RIGHT OF THIS SHEET FOR COLOR AND TEXTURE. 2 3 W 8. DRY STREAM EDGE-SEE CONSTRUCTION PLAN FOR LAYOUT 2"x2"xl/8' -- - - 1 - -- INFORMATION. GALV.A LE M 9. STREAM CENTERLINE-SEE CONSTRUCTION PLAN FOR LAYOUT LEGEND: METAL CONSTRUCTION NOTES: o ::�'•; .:: . 1 I 1 ___ INFORMATION. 1. 4'x 8'x 1/4"TUBULAR STEEL BEAM.NO OPEN ENDS A. ALL METAL TO BE A606 WEATHERING STEEL.CONTRACTOR "' '" '"`"" ____- 10. 4"X 2"X 1/4"CORTEN STEEL WHEELCHAIR BUMPERS(TYP.EACH SIDE OF PERMITTED. TO REMOVE ALL TRACE OILS AND DEBRIS FROM METAL TO 2" 6"xl/4" BRIDGE.CLOSE ENDS AND WELD TO RISERS). 2. 2"x 6"x 114"TUBULAR STEEL CROSS BEAMS.WELD TO 4" ENSURE EVEN WEATHERING. 81 EEL TUB x 8"BEAMS. B. PAINT ALL NON-VISIBLE,BELOW GRADE METAL WITH RUST ccy 3. 2"x 2"x 1/4"GALV.STEEL ANGLES,EQUALLY SPACED INHIBITIVE POLYURETHANE PAINT. ------ METAL CONSTRUCTION NOTES: AND WELDED BETWEEN CROSS BEAMS.MAX SPACING _ ______ •r--__ _= F ______ C. EASE ALL EXPOSED METAL EDGES. 1 A. ALL METAL TO BE A606 WEATHERING STEEL.CONTRACTOR TO REMOVE 15 3/8"O.C.TO CROSS BEAMS AND LEDGER. D. ALL CONNECTIONS ARE TO BE CONTINUOUSLY WELDED a 6 ALL TRACE OILS AND DEBRIS FROM METAL TO ENSURE EVEN 4. 2"x 6"COMPOSITE DECKING-SEE MATERIAL SCHEDULE WITH 3116"FILLET WELD.REMOVE ALL SLAG AND 7 WEATHERING. BELOW FOR MANUFACTURER,TYPE,&COLOR. SPLATTER AND GRIND ALL WELDS SMOOTH.ALL TUBING -_-_ _ -__• _• _-_ __--_ •r-_ -_-_ -__• �• -_-_-_ B. PAINT ALL NON-VISIBLE,BELOW GRADE METAL WITH RUST INHIBITIVE 5. SECURE BOARDS TO ANGLES WITH(2)#10 x 1.25" TO HAVE ENDS WELDED CLOSED. I 3 POLYURETHANE PAINT. SELF-TAP SCREWS INTO BOTTOM OF EACH TREX 1 C. TUBULAR STEEL-NO EXPOSED OPEN ENDS SHALL BE PERMITTED. BOARD. __ �_ ______ I _ � � 2 D. EASE ALL EXPOSED METAL EDGES 4"x 2"x 114"CORTEN STEEL WHEELCHAIR BUMPERS E. ALL CONNECTIONS ARE TO BE CONTINUOUSLY WELDED WITH 3/16' (TYP EACH SIDE OF BRIDGE.CLOSE ENDS AND WELD TO FILLET WELD.REMOVE ALL SLAG AND SPLATTER AND GRIND ALL WELDS RISERS.) SMOOTH.ALL TUBING TO HAVE ENDS WELDED CLOSED. 7. 3"x 2"x 3"x 114"CORTEN STEEL RISER. EQUAL (EQUAL EQUAL EQUAL 10 SPACE PER DETAIL I,THIS SHEET.WELD TO BEAMS, EQUALLY SPACED&WELDED TO SPANNER BEAM. 9 8 K: BFRIDGENTSALE: - PLAN DETAIL-FILE LBARINDGE TS - SECTION DETAIL-FILE REFERENCE NUMBER:REFNOTE REFERENCE NUMBER:REFNOTE 2 LEGEND: 1. POURED-IN-PLACE CONCRETE 3 HEADWALL WITH KEYED FOOTING.1/2" 11 4 10 RADIUS ALONG EXPOSED EDGES. LEGEND: LIGHT BROOM FINISH ON TOP. 1. CONCRETE HEADWALL AND FOOTING.SEE DETAIL M, 13 5 9 2. #4 REBAR,CONTINUOUS HORIZONTAL THIS SHEET. @ 12"O.C. 2. 4"x 8"x 114"TUBULAR STEEL LEDGER.WELD ENDS 3. #5 REBAR,VERTICAL @ 12"O.C.WITH 11 CLOSED. - - - - STANDARD HOOK IN FOOTING. 2 9-0' 10 3. 4"x 4"x 114"STEEL ANGLE. ----- 4. 1/2'THICK,FULL-DEPTH EXPANSION 1 4. 1/2"THICK,FULL DEPTH EXPANSION JOINT WITH F a JOINT WITH WATERPROOF SEALANT }. 5 4 WATERPROOF SEALANT. 8 14 AND BACKROD. EQUAL EQUAL EQUAL EQUAL 1 5. ADJ.PAVING PER CONSTRUCTION PLAN. m -III "5. 4 x 8" "x 1/4 TUBULAR STEEL LEDGER. __ _ _ _ _ --� 6. 4"x 8"x 114"TUBULAR STEEL SPANNER BEAM.WELD TO 7 WELD ENDS CLOSED. T.S.LEDGER. z 6. 4"x 4"x 114"STEEL ANGLE.ATTACH TO - _ x 6"x 11 TUBULAR STEEL CROSS B QUAL '' 12 HEAD WALL WITH 3/4%4'STAINLESS N - -----u ii__ ---I1_11---------ii ii 4' STEEL WEDGE ANCHORS @ 12'O.C. SPACING. 6 8. 2"x 6"TREX DECKING PLANKS. iv ( s 7. DRILL AND TAP 4"x 8"LEDGER.ATTACH > 9. 2"x 2"x 1/8'STEEL ANGLE. Ti-- THROUGH 5/8"x 1"SLOT IN ANGLE WITH 10. 3"x 2"x 3"T.S.RISER. :3 - 1 1/2'x 1-1/2"S.S.BOLT AND WASHER @ \ J 11. 4"x 2"x 114"WHEEL CHAIR BUMPER.CLOSE ENDS. -----1---I-- 6' 3'CUR 12"O.C. 1 Ti I T 12. DRY STREAM COBBLE TO EXTEND UNDER FULL M 8. 4"x 8"x 1/4'TUBULAR STEEL SPANNER I 1 7 12 2 LENGTH OF BRIDGE-SEE DETAIL J,THIS SHEET. 30' BEAM.WELD TO LEDGER,BOTH ENDS. , g g 3 9. BRIDGE DECKING AND SUPPORTS PER ---------JI L__---------L DETAIL N,THIS SHEET. i 9 ERSC 12/08/23 MB DELTA 1 10. WHEELCHAIR TUBULAR STEEL BUMPER L J NOTES: AND T.S.RISERS. C7 R C r- C/7 C/7 2 K A R NOTES: 11. ADJACENT PAVING PER A. SEE MATERIAL SCHEDULE THIS SHEET,FOR ✓� �✓ ✓ IV u CONSTRUCTION PLAN. (1�7 COMPOSITE DECKING MANUFACTURER,COLOR,& A. SEE MATERIAL SCHEDULE THIS SHEET,FOR FINISH MATERIAL SCHEDULE: MODEL. &COLOR FOR EXPOSED SURFACE OF CONCRETE 12. DRY STREAM-SEE DETAIL K,THIS NC7, �.���� HEADWALL. SHEET. TREX COMPOSITE DECKING COLOR: hAVANA GOLD /S 13. cx6'x1/eosueGRAQU. TEXTURE: WOOD PLANK TEXTURE 14. 2"x 6"x 114"T.S.C.B.,EQUAL SPACING. BEFORDIAL TWO WORKING CONCRETE HEADWALL: COLOR: ADOBE TAN STAIN E DAYS BEFORE BRIDGE HEADWALL SECTION BRIDGE SECTION FINISH: TOP CAST 15 YOU DIG YOU DIG TOLL FREE 1-800-422-4133 (N)_SCALE:NTS DETAIL-FILE SCALE:NTS DETAIL-FILE A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REFERENCE NUMBER:REFNOTE REFERENCE NUMBER:REFNOTE MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE IMTH THE APPROPRIATE PREPARED BY. SEAL SHEET NO. MAIN oPP1cE-rEMEcu A,CA �pFESS/ CITY OF LAKE ELSINORE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN Q pN 1 FOUND ACCEPTABLE 5 ITE5 TEMECULA PKWY P1'pE M A�! PRECISE GRADING PLAN ■O SUITE 5TE /j PERFORMANCE PLU5 TEMECULA,CA 02552 y ENGINEERING,INC. PHONE:(051)491-7120 m No.C4 9 PARK SITE - LOT 14J OF I� SLITS EXP.3/S1T2025 a 7-19-2023 * * TRACT 57505 SCALE: AS SHOWN BENCH MARK: FILE NO. R MOEN MEEK RCE No. 8JI56 DATE 04-19-2023 �TgTF CF CW c W. �s SEE SHEET 7. CITYCITY OF LAKE ELSINORf R NALD f. MARTIN R.C.E. No.C43689 DATE DATE: APRIL 2023 23-240 bowing:M'Is+am Oofo(Team Fdd)Wws\2s9o-ffi99\z04B19iawmgslLAAroSCAVE16RlOCr-1 HOA 16mC(x-2d"9 Lop 1014x 90F Sorel'4/19/202J J'17 HA Hotted 4/19/202J 327 HA 6Y Ta Exo6ar