Anaheim City Council
July 23, 2024

THIS DOCUMENT IS THE PROPERTY
CATE I IT CITYOFANAHEIM, CA N H4
RCR

O A F ORANGECOUNTYCEMETERYDISTRICT I
PL
E
605-16 12/18/2023 A A DEVELOPMENT APPLICATIONC C SOF Date D Signature 4/02/2024 08/31/F2025 N Renewal Date fax phone A O L GYPSUM CANYON CEMETERY 1 E SHEET T-0.01 D COVER T SE A ETNILCS
4TH SUBMITTAL 12/18/23JOB # CONSULTANT REVISIONS DATE1ST SUBMITTAL 8/29/222ND SUBMITTAL 5/23/233RD SUBMITTAL 9/28/235TH SUBMITTAL 1/29/246TH SUBMITTAL 4/2/24SHEET TITLEDESIGNEDCSDRAWNTMCHECKEDCSDATESHEET 31591 Camino CapistranoSan Juan Capistrano, CA 92675www. RJMdesigngroup. com\[ 949\] 493-2690\[ 949\] 493- 2600 811
CALL: SCALE: N.T.S.

BEFORE YOU DIG

TWO WORKING DAYS

UNDERGROUND SERVICE ALERT

ELEVATIONSSITE PLANBUILDING FLOOR PLANSBUILDING ROOF PLANSELEVATIONSEXTERIOR ELEVATIONSEXTERIOR ELEVATIONSCOLOR EXTERIOR ELEVATIONS ANAHEIM, CA 92808 2603 MAIN STREET, SUITE 400GLASIR DESIGN242 NEW JERSEY LANECONTACT: CHRIS CURRYPROJECT ADDRESS CIVILENGINEER: HUITT- ZOLLARS, INC.PHONE: ( 949) 988-5815CONTACT: CARLTAYLORIRRIGATION CONSULTANT: PLACENTIA, CA 92870PHONE: ( 714) 514-9930118 E GYPSUM CANYON ROAD IRVINE, CA 92614

SEPARATE REPORT

PROJECTLOCATION

GEOTECHINCAL REPORT AND BRIDGE STUDY -
ARCHITECTURE 42.A-1ADMIN BUILDING FLOOR PLAN43. A-2ADMIN BUILDING ROOFPLAN44. A-3ADMIN BUILDING ELEVATIONS45. A-4ADMIN BUILDING COLOR46.A-5MAINTENANCE YARD ENLARGED47. A-6MAINTENANCE AND EQUIPMENT48. A-7MAINTENANCE AND EQUIPMENT49. A-8MAINTENANCE BUILDING EXTERIOR50. A-9MAINTENANCE BUILDING COLOR51. A-10EQUIPMENT BUILDING & PAVILION52. A-11EQUIPMENT BUILDING & PAVILIONGEOTECHNICAL ENGINEERING PLACE, WHICH SHOW ANY TYPE OF DAMAGE ( E.G. CRACKED

ROUND UTILITIES AND SHALL BE RESPONSIBLE FOR DAMAGE TO

SHEETSYMBOL LISTAND NOTES
SCALE: N.T.S.

ONLY - SEE WATER STUDY REPORTSEPARATE REPORT ARCHITECTJIM MICKARTZ 31591 CAMINO CAPISTRANOSAN JUAN CAPISTRANO, CA 92675CONTACT: LARRY RYANELECTRICAL ENGINEER:FBA ENGINEERINGCOSTA MESA, CA 92626PHONE: ( 949) 853-9995CONTACT: BILL ZAVRSNICK2102 BUSINESS CENTER DRIVE, SUIT 203DPHONE: ( 949) 450-1088CONTACT: JIM MICKARTZ LANDSCAPE ARCHITECT:RJM DESIGN GROUP, INC.PHONE: ( 949) 493-2600150 PAULARINO AVENUE, SUITE A120IRVINE, CA 92612

HYDROLOGY AND DRAINAGEREPORT -- PRELIM WQMP - SEPARATE REPORT

40.E-0.02SINGLE LINE DIAGRAM DETAILS41. E-1.01 SITE ELECTRICAL PLAN 23.C-7 PRELIMINARY GRADING / SITEPLAN24. C-8 PRELIMINARY GRADING / SITE PLAN25. C-9PRELIMINARY GRADING / SITE PLAN26. C-10PRELIMINARY GRADING / SITEPLAN27. C-11CROSS SECTIONS28. C-12ROAD CROSS SECTIONS29. TPM-1TENTATIVE PARCEL MAP TITLE30.TPM-2TENTATIVE PARCEL MAP31. TPM-3TENTATIVE PARCEL MAP32. TPM-4TENTATIVE PARCEL MAP33. TPM-5 TENTATIVE PARCEL MAP34. TPM-6EASEMENT DISPOSITION EXHIBIT35. TPM2022-160PROPOSED WATER LAYOUT36. TPM 2022-160 MAX DAYFIRE FLOW LOWER37. TPM2022-160 MAX DAYFIRE FLOW UPPER38. STORM DRAIN EXHIBIT - FOR REFERENCEELECTRICAL ENGINEERING39. E-0.01GENERAL NOTES, DETAILS AND

PROJECTLOCATION

PACKAGE FOR COMPLETE FIREPROTECTION PLANS
VERTICALAND HORIZONTAL LOCATION AND SIZEOFANYUNDERGANY PUBLICOR PRIVATE UTILITIES, SHOWNOR NOTSHOWN HEREON.ARCHITECT OF ANY DIMENSIONAL ERRORS, OMISSIONS, OR DISC CONSTRUCTION. ANY EXISTING ELEMENTS TO BEPROTECTED INCONCRETE, DAMAGE TO TREES, OR SENSITIVEHABITAT, ETC.), SHOULD BEROUGHT TOHE ATTENTION OF THEOWNER.OTHERWISE, CONTRACTOR MAY BEHELD RESPONSIBLE FOR REPAIRINGOR REPLACING ANY DAMAGED EXISTINGELEMENTS- TO-REMAIN AT HIS EXPENSE.POTHOLE AND HAND EXCAVATE WHEN COMPLETING ANY SUB- SURFACE WORK. RELOCATE, LOWER, OR REALIGN ANY UTILITYENCOUNTERED. MIN

2.L-1.01 OVERALL ILLUSTRATIVE MASTER PLAN4. L-1.03 FIRE MASTER PLAN - SEE SEPARATE20. C-4 PRELIMINARY GRADING / SITE PLAN21. C-5 PRELIMINARY GRADING / SITE PLAN22. C-6 PRELIMINARY GRADING / SITE PLAN LANDSCAPE CONSTRUCTION3. L-1.02 OVERALL SITE PLAN5. L-1.04FIRE MASTER PLAN NOTES6. L-2.01 SITE SECTIONS AND ELEVATIONS7. L-2.02 SITE SECTIONS AND ELEVATIONS8. L-2.03 SITE ENTRY ENLARGEMENT9. L-2.04 EXISTING SITE PHOTOSCIVIL ENGINEERING 1.T-0.01 COVER SHEET10. L-3.01 OVERALL PLANTING PLAN11. L-3.02 PLANTING PLAN12. L-4.01 PLANTING NOTES AND DETAILS13. L-4.02 PLANTING DETAILS14. L-4.03 PLANT IMAGERY15. L-5.01 OVERALL IRRIGATION MASTER PLAN16. L-5.02 IRRIGATION PLAN17. C-1 PRELIM GRADING / SITE PLAN TITLE18. C-2 PRELIMINARY GRADING / SITE PLAN19. C-3PRELIMINARY GRADING / SITE PLAN A.THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXAMINING THE SITE PRIOR TO MO B.EXISTING UTILITIES WERE OBTAINED FROM OWNER ANDAGENCY RECORDS - NOT 'AS BUILT' DRAWINGS. CONTRACTOR MUSTC.CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE OWNER AND LANDSCAPED. DO NOT SCALE THESE DRAWINGS. OWNERORANGE COUNTYCEMETERY DISTRICT25751 TRABUCO ROADCONTACT: TIM DEUTSCH, GENERAL MANAGERGEOTECHNICAL ENGINEER:GMU23241 ARROYO VISTAPHONE: ( 949) 888-6513CONTACT: BOBMUTCHNICKENVIRONMENTAL CONSULTANT:LSA20 EXECUTIVE PARK, SUITE 200PHONE: ( 949) 553-0666CONTACT: DEBORAH PRACILIO LAKE FOREST, CA 92630PHONE: ( 949) 951-9102IRVINE, CA 92614 VICINITYMAP:LOCATIONMAP: SHEETINDEX: NOTICETOCONTRACTOR: PROJECTDIRECTORY:

GUY WIREJUNCTION BOXJOINTON CENTEROUTSIDE DIAMETEROPPOSITESOUTHSCHEDULESTORM DRAINSECTIONSUBGRADESHEETSQUARE FEETSPECIFICATIONSSQUARESTREETSTATIONSTANDARDSURFACE FOUR SIDETOP OF CURBTOP OF CATCH BASINTOP OF FOOTINGTOP OF GRATETONGUE AND GROOVETOP OF STEPTOP OF WALLTYPICALVOLTAGEVERTICAL CURVEVERTICALWITHWESTWATERPROOFINGWELDED WIRE MESH HEIGHTHEADERHORIZONTALHIGH POINTINSIDE DIAMETERINVERTIRRIGATIONLENGTH OF ARCLANDSCAPE ARCHITECTLATERALLINEAR FEETLEFTMAXIMUMMANUFACTURERMAN HOLEMINIMUMNORTHNOT IN CONTRACTNUMBERNOT TO SCALEPLANTING AREAPULL BOXPOINT OF COMPOUND CURVEPROPERTY LINEPOWER POLEPOUNDS PER SQUARE INCHPOINTPOINT OF TANGENCYPOLYVINAL CHLORIDEREINFORCED CONCRETE PIPEROADREMOTE CONTROL VALVEREFERENCEREQUIRE DRAILROADREDWOODROUGH SAWN GUYJ.B. JT.O.C.O.D. OPP. SSCH. SDSEC. SGSHTSFSPECSQ. ST.STA.STD.S4STCT.C.B.TFTGT&GTSTWTYP. V.V.C.VERT. W/WW.P. WWM HT.HDRHORIZHPI.D.INV.IRR. L.L.A.LAT. LFLTMAX. MFG.M.H.MIN.NN.I.C. NO., #N.T.S.P.A.P.B.P. C. CONC.PORTLAND CEMENT CONCRETEP. C..PLP.P.P.S.I.PT.P.T.PVCR., RAD. RADIUSR.C.P.RDR.C.V.REF.REQ. RRRT. RIGHTRWDR/ W, R.O.W.RIGHT OF WAYROS

T ANCHOR BOLTACRYLONITRILE BUTADIENE ASPHALTIC CONCRETEACREASBESTOS CEMENT PIPEALTERNATIVEALUMINUMAVENUEAVERAGE STYRENE PIPEBEGINNING OF CURVEBOTTOM OF CURBBEGINNING OFCURB RETURNBUILDINGBOULEVARDBENCH MARKBOTTOM OF STEPBACKOF WALKCENTERCATCH BASINCURB FACECURB AND GUTTERCONTROL JOINTCIRCLECENTER LINECAST IRONCORREGATED METAL PIPECONCRETE MASONRY UNITCLEANOUTCONCRETECONTINUOUSCONCRETE PIPECURB RETURNCOUNTERSINKCUBICCUBIC FEETCUBIC YARDSDETAILDRINKING FOUNTAINDOUGLAS FIRDECOMPOSED GRANITEDIAMETERDRIVEEASTEACHEND OF CURBEND OFCURB RETURNEXPANSION JOINTELEVATIONEQUALESTIMATEEACH WAYEXISTINGEXCAVATIONFINISH FLOOR ELEVATIONFINISH GRADEFIRE HYDRANTFLOW LINEFACEOF BUILDINGFACEOF CURBFINISH SURFACEFEET/ FOOTFOOTINGGAUGEGALVANIZEDGROUNDCOVERGLUE LAMINATED BEAMGALLONS PER MINUTEGRADINGGROUND A.B.A.B.SA.C.ACA.C.P.ALT.ALUMAPPROX. APPROXIMATEAVEAVG DIGITAL FILE WILLBE PROVIDED TO THE CONTRACTOR PRIOR TO T OF @AB. A.BCB.A.P.BLDGBLVDB.M.BSBWCC., COND. CONDUITCBC.F.C&GC.J.CIRCLC. I.C.M.P.C.M.U.C.O.CONC.CONST. CONSTUCT/ CONSTRUCTIONCONT. C.A.C.R.CSKCU. CU. FT.CYDET.D.F.DFDGDIA., ØDR.DS DOWNSPOUTEEAE. C.E.C.R.E.J.ELE V.EQ.EST.E.W.EX.EXC.FFEFGF.H.FLF. O.B.F.O.C.FSFTFTG. GA.GALV.GCG.L.B.G.P.M.GRGRND CONSTRUCTION TO ASSIST THE CONTRACTOR / SURVEYOR IN ESTABLISHINGSHOWNON THE CONSTRUCTION PLANS. HORIZONTAL CONTROLS NECESSARY TO FIELD STAKE ALL SITE ELEMENTSINCLUDING BUT NOT LIMITED TO

UTILITIES, ASUTILITY LOCATOR
NOTE: ABBREVIATIONS: 12/
18/23 DAYS PRIOR TO START OFPROJECT #
605-16CITY OF

ANAHEIM,
CA

WORKING
2) TWOGYPSUM
CANYON CEMETERY DEVELOPMENT APPLICATION 4TH RESUBMITTAL 72-HOUR NOTICE TO AFFECTED UTILITIES WHEN RELOCATION ISAND SPECIFICATIONS FOR PUBLIC WORKSCONSTRUCTION AND STATE STANDARD SPECIFICATIONS, UNIFORM/ OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONSALIGNMENT LOCATION OF CONSTRUCTION FENCING WITH PRIOR TO STATE INDUSTRIALCOMMISSION, TITLE 3, RULES AND REGULATIONSOF THENATIONALBOARD OF FIRESECTION 1401-1406 ENERGY REGULATIONS. SUPPORTS, ETC., ISTHESOLERESPONSIBILITYOF THECONTRACTOR, AND HASNOTBEEN CONSIDERED BYTHE LANDSCAPE ARCHITECT OR STRUCTURALENGINEER. THE CONTRACTOR IS RESPONSIBLE FOROBSERVATION VISITS TO THE SITE BY THE LANDSCAPE ARCHITECT OR ANYOFHIS CONSULTANTSSHALLNOTSHALLBE IMMEDIATELY BROUGHT TOTHE ATTENTIONOF THEOWNER ANDLANDSCAPE ARCHITECT. CONSTRUCTION. CONSTRUCTION. CONSTRUCTION.( 800) 422-4133.WILLBEOF GOODQUALITY,FREE FROM FAULTS AND DEFECTS.TO PREVENT DAMAGE TO EXISTING SUBSTRUCTURES. INTHE EVENT OFSUBSTRUCTURE DAMAGE, THECONTRACTOR SHALLBEAR FULL RESPONSIBILITY AND TOTAL EXPENSEFOR REPAIR AND / OR REPLACEMENTOF SAID SUBSTRUCTURE. CHAINLINK CONSTRUCTION FENCE WITH LOCKABLE GATES AROUND ALLCONSTRUCTION AREAS. FENCINGSHALL BE PROVIDED WITH CONTINUOUSGREEN MESH WINDSCREEN.CONTRACTOR SHALL REVIEWCONSTRUCTION. CONTRACTOR SHALL MAINTAIN FENCING UNTILOWNER'SACCEPTANCEOF THEWORK.SHOWN; THEYDO NOT INDICATE THEMETHOD OFCONSTRUCTION. THEGENERAL CONTRACTOR SHALLSUPERVISE AND DIRECT THEWORK, AND SHALL BE SOLELYRESPONSIBLE FOR ALLCONSTRUCTIONMEANS,OF THE PROTECTIVEMEASURESOR THE CONSTRUCTION PROCEDURES REQUIRED FOR SAME, WHICH ARETHE SOLE RESPONSIBILITYOF THE GENERAL CONTRACTOR. ANY SUPPORT SERVICES PERFORMED BY THECONTINUOUS AND DETAILED INSPECTION SERVICES, WHICH ARE FURNISHED BY OF CONSTRUCTION. BUILDING CODE, UNIFORM PLUMBING CODE, NATIONALELECTRICALCODE, ALLSAFETY ORDERS OF THEUNDERWRITING, STATE OFCALIFORNIA TITLE 24, SECTION T-20-1401THROUGH T-20-1406, AND TITLE 20,PROVIDINGTHENECESSARY SAFETY PRECAUTIONSANDMEASURENECESSARY TOEXECUTEHE WORK. INCLUDE INSPECTION OF THE ABOVE ITEMS.REQUIRED. PROJECT BETWEEN THEHOURS OF 4:30 P.M. AND 7:30 A.M. ON ANY DAY NOR SATURDAY, SUNDAY, ORHOLIDAYS ATANY TIME EXCEPT AS APPROVED BYTHE CITY. MAINTENANCE PERIOD.MATERIALS AND EQUIPMENT FURNISHEDWILLBE NEW UNLESS OTHERWISE SPECIFIED, AND THAT ALL WORKDRAINLINE SUBCONTRACTOR AND IRRIGATION SUBCONTRACTOR FOR SLEEVING, PIPING AND/OR CONDUITINSTALLATION UNDER OR THROUGH HARDSCAPE ELEMENTS.DETAILS, AND DETAILS SHALL TAKE PRECEDENCE OVER PLANS. METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. OBSERVATION VISITS TO THE SITE BY FIELDREPRESENTATIVES OF THE LANDSCAPE ARCHITECT AND HI IN ACHIEVING A.ALL WORK SHALL BE DONE INACCORDANCE WITH THE APPLICABLE SECTIONS OF APWA STANDARD PLANSJ. THE CONTRACTOR WILL COMPLY TO HPWH, APWA WATCH TRAFFIC CONTROL HANDBOOK DURINGQ.VERIFY ALL PROPERTY LINES OR LIMIT OF WORK LINES PRIOR TO COMMENCINGWORK.S.SUBSTITUTIONSMUST BE APPROVED INWRITING BYTHE OWNER.T.THE CONTRACT DRAWINGS AND UNLESSOTHERWISE B.THE DESIGN ADEQUACY AND SAFETY OF EXCAVATION, ERECTION, BRACING, SHORING, TEMPORARYC. DO NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNEDWHEN IT ISOBVIOUS THAT UNKNOWN ANDD.THE CONTRACTOR SHALLNOTIFY THECITY'SENGINEERF.THE CONTRACTOR SHALLPROVIDEH.THECONTRACTOR SHALL NOT CONDUCT ANY OPERATIONS OR PERFORM ANY WORK PERTAINING TO THEI.THECONTRACTOR SHALL NOT BLOCKDRIVEWAYS OR VEHICULARTRAFFIC DURING THE PROCESS OFK.CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERTBEFORE START OFCONSTRUCTIONL. THECONTRACTOR SHALL BERESPONSIBLE FORALLEROSION CONTROL DURING CONSTRUCTION ANDM.THECONTRACTOR SHALL BE RESPONSIBLEFOR SECURING ALL NECESSARY PERMITS.N.MAINTAIN SANITARY TOILET FACILITIESDURING CONSTRUCTIONASREQUIRED BY APPLICABLEREGULATIONS. O.THE GENERAL CONTRACTOR WARRANTS TO THEOWNER AND THE LANDSCAPE ARCHITECTTHATALLI. ITSHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONDUCTHISOPERATIONS IN SUCH AMANNER SO ASO.PAVING, MASONRY AND CONCRETE SUBCONTRACTORS ARETO COORDINATE WITHTHE ELECTRICIAN,P.THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING AND MAINTAINING A6'HIGH TEMPORARYR. IN THECASE OF DISCREPANCIES I

PRECEDENCEOVER

THIS DOCUMENT IS THE PROPERTY

CTA TIEI CITYOFANAHEIM, CA N
RCRH

O A F ORANGECOUNTYCEMETERYDISTRICT I
PL
E
605-16 12/18/2023 A A DEVELOPMENT APPLICATIONC C SOF Date D Signature 4/02/2024 08/31/F2025 N Renewal Date fax phone A O L GYPSUM CANYON CEMETERY E L-1.01 D T SE OVERALL A ETNLICS 4TH SUBMITTAL 12/18/23 CONSULTANT REVISIONS DATE2ND SUBMITTAL 5/23/233RD SUBMITTAL 9/28/235TH SUBMITTAL 1/29/246TH SUBMITTAL 4/2/24SHEET TITLEJOB # DESIGNEDCSDRAWNTMCHECKEDCSDATESHEET 1ST SUBMITTAL 8/29/22 MASTERPLAN ILLUSTRATIVE 31591 Camino CapistranoSan Juan Capistrano, CA 92675www. RJMdesigngroup. com\[ 949\] 493-2690\[ 949\] 493- 2600 800'
811
CALL:
0' 200' 400' BEFORE YOU DIG 0' 100' 200' 400'

TWO WORKING DAYS

UNDERGROUND SERVICE ALERT
35 ACRES, WITH PHASED CONSTRUCTION
ENTRY ROAD AND PERIMETER SITE SLOPES: +/- 10
1A2
OCCD BUILDINGS: TOTAL BUILDOUT: 44, 200SFINCLUDES; ADMIN: 7,00SF, MAINTENANCE YARD AND BLDG: 30,150SF,COMMITTAL SHELTERS 9,800 SFOCCD PHASE 1B SITE ACREAGE TOTALSTOTAL PROPERTY ACREAGE: 283 ACRESOCCD DEVELOPABLE PAD: 80ACRESACRES UNIMPROVED PERIMETER AREAS: +/- 40 ACRES FUTURECALVET DEVELOPABLE PAD: 100ACRESKEYWAY BUTTRESS SLOPE AND CALVET CUTSLOPE: 80ACRESPHASE 1A/ AND TRAFFIC REPORTARCHITECTOFRECORDSHALLVERIFYTHATTHEPROPOSEDTYPEOFANDNUMBEROFSTORIESASSPECIFIEDI NCHAPTER5OFTHEARCHITECTOFRECORDSHALLBEAWAREOFREQUIREMENTSINCHAPTERACCESSIBILITYREQUIREMENTSFORTHEBUILDINGINREGARDSTOACCESSIBILITY. DISABLEDACCESSPARKINGSTALLSWILLBEREQUIREDINACCORDANCEWITHCBCTABLE11B-208.2FOREACHSEPARATEPARKINGAUTOMATICFIRESPRINKLERSYSTEMSHALLBEINSTALLEDINACCORDANCEWITHCHAPTER9OFTHECALIFORNIABUILDINGCODEFORANYPRIVATEON- SITEWATERAND/ ORSEWERSYSTEMSMUSTCOMPLYACCORDANCE WITHTHE CA ENERGY CODE SECTION 140.10( A)). LOT COVERAGENOT TO EXCEED 25%SEESEPARATEREPORTSFORPARKINGANALYSIS, VMTANALYSIS, SEESEPARATEREPORTSFORGEOTECHNICALANALYSIS, BRIDGESTRUCTUREANALYSIS, HYDROLOGYANDDRAINAGEREPORTS, TECHNICAL STUDIES, AND FIRE PROTECTION PLAN SUBMITTALCONSTRUCTIONPLANSSHALLBESUBMITTEDTOTHEBUILDINGDIVISIONCONSTRUCTIONPLANSSHALLCOMPLYWITHCALIFORNIABUILDINGCODES, ASADOPTEDANDINEFFECTATTIMEOFPLANSUBMITTAL.BUILDINGCODESINEFFECT, INCLUDINGLOCALAMENDMENTS, ASOFJANUARY1,2023: 2022CALIFORNIABUILDINGCODE('22CBC);2022CALIFORNIAPLUMBINGCODE('22CPC);2022CALIFORNIAMECHANICALCODE(' 22CMC);2022CALIFORNIAELECTRICALCODE('22CEC);2022CALIFORNIARESIDENTIALCODE('22CRC); 2022CALIFORNIAENERGYCODE(' 22ENERGY);AND2022CALIFORNIAGREENBUILDINGSTANDARDSCODE(' 22 CGBSC).CONSTRUCTIONWILLMEETTHEALLOWABLEAREA,ALLOWABLEHEIGHTCALIFORNIA BUILDING CODE FOR THEPROPOSED BUILDINGS. PARKINGREQUIREMENTS, INTERIORROUTESOFTRAVELANDFACILITYBUILDINGSGREATERTHAN5, 000SFPERCITYOFANAHEIMMUNICIPALCODE SECTION 16.08.020.SOILSREPORTANDINVESTIGATIONWILLBEREQUIREDWITHBUILDINGPERMIT APPLICATION 106.5.3.1OFTHECALGREENBUILDINGSTAN DARDSCODE.NUMBEROF ACCESSIBLE EVSTALLS REQUIRED SHALL BEINDICATED. PROJECTISLOCATEDINAVERYHIGHFIREHAZARDSEVERITYZONE. BUILDINGMATERIALSANDCONSTRUCTIONELEMENTSSHALLCOMPLYWITH CHAPTER 7A OFTHE CBC.BUILDINGPERMITSANDPLANCHECKAREREQUIREDFORON- SITEWITH CALIFORNIA PLUMBING CODEREQUIREMENTS.REQUIRED PRIOR TOTHEAPPROVALFTHE SEPTIC SYSTEM. REQUIREMENTSFORPHOTOVOLTAICSYSTEMSANDBATT ERYSTORAGESYSTEMSFORNEWWAREHOUSE/ STORAGEBUILDINGSSHALLBEIN PROJECT NOTESPRELIMINARYWQMPREPORT, WATERSTUDY,CEQAADDENDUMPROJECTNOTESFORREVIEWANDISSUANCEOFANYFUTUREBUILDINGPERMIT(S).11BOFCALIFORNIABUILDINGCODEASITRELATESTOSITEFACILITY.FLAGPOLES AND THE
COMMITTAL CHAPELS.

IFSEPTICTANKISPROPOSED, COUNTYOFORANGEAPPROVALIS
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PAD) DEVELOPABLE CEMETERY ( ACRE
100
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LPM USD PA Y O GR N O Y D N A A C A O N R A N A O T Y N NA AS

THIS DOCUMENT IS THE PROPERTY

CTA TIEI CITYOFANAHEIM, CA N
RCRH

O A F ORANGECOUNTYCEMETERYDISTRICT I
PL
E
605-16 12/18/2023 A A DEVELOPMENT APPLICATIONC C SOF Date D Signature 4/02/2024 08/31/F2025 N Renewal Date fax phone A O L GYPSUM CANYON CEMETERY E D L-1.02 T SE A N OVERALL ICET SITEPLAN LS 4TH SUBMITTAL 12/18/23 CONSULTANT REVISIONS DATE2ND SUBMITTAL 5/23/233RD SUBMITTAL 9/28/235TH SUBMITTAL 1/29/246TH SUBMITTAL 4/2/24SHEET TITLEJOB # DESIGNEDCSDRAWNTMCHECKEDCSDATESHEET 1ST SUBMITTAL 8/29/22 31591 Camino CapistranoSan Juan Capistrano, CA 92675www. RJMdesigngroup. com\[ 949\] 493-2690\[ 949\] 493- 2600 811
CALL:

BEFORE YOU DIG 0' 100' 200' 400'
TWO WORKING DAYS INCLUDES 12' WIDE TRAVEL

UNDERGROUND SERVICE ALERT

EXTENSION
SEE ENLARGEMENT PLAN SHEETS 32' WIDE L-2.01AND L-2.02 CEMETERY ENTRYSECURITYGATES SEE ENLARGEMENT PLAN SHEETS 24' WIDEOC L-2.01AND L-2.02 PARKS TRAILHEAD ACCESS ROADAND ENTRYGATESEEENLARGEMENT PLAN SHEETSL- 2.01AND STRUCTURES ( L-2.02 ONE EGRESS, ONE INGRESS) BY EXCEL BRIDGE. 36' WIDE CEMETERY ACCESS LOOP ROAD A. POLE 1-2, PER SCE / CALTRANS FREEWAY PROJECTC. POLE 4AND 5BYOFFSITE POLES BYOCCD - AT&TAND SCE OWNERSHIP TREES ARE INTENDED TO BEREMOVED OR REPLACED. TREEACCORDANCE WITH AMC CHAPTER 18.112.070ACCESS LOOP ROAD UTILITY EASEMENT PER CIVIL PLANS32' WIDE OCCD INTERIOR LOOP ROAD WIDEX22' LONGSINGLE SIDED PARALLELPARKING STALLSPPROXIMATELY 340 PARALLEL STALLS 44 COUNT STALL PARKING LOT WITH DIRECTIONAL SIGNAGE. AND YARDWITH 2,000 GALLON FUELTANK (1,500PETROLEUMAND 500DIESEL) PER ARCHITECTURE PLANS32' WIDE SECONDARY ACCESS ROAD TO OCCD INTERIOR LOOPTO BEREMOVED AND CAPPED BY MWST.SEE CIVIL PLANSTRAFFIC STUDY RECOMMENDATIONS. SEE ENLARGEMENT SHEET L-2.03FOR ENTRY ENLARGEMENT 20' WIDE SECONDARY ACCESS ROADSTORM DRAIN FACILITIES - SEE CIVIL ENGINEERS PLANS CEMETERY ENTRY PLAZA WITH TURN AROUND ACCESS ( 38' DIA)14' WIDE X110' LONG CORTEN STEELPRE-FABRICATED BRIDGE(BRIDGES SHALLBE HL93RATINGWITH 78,000 LB LOAD LIMITANDMEETAASHTOHB- 17STANDARDS)18' WIDE EGRESS ONLY ACCESS ROAD18' WIDE INGRESS ONLY ACCESS ROADGYPSUM CANYON CREEK AND JURISDICTIONAL DELINEATIONSENTRY MONUMENT WALLFUTURE UNDEGROUNDED POWER POLE ANDUTILITIES B. POLE3 AND2 ONSITE POLES BYOCCD - AT& TAND SCEOWNERSHIP EXISTING OC PARKSGRAVELPARKING. PROTECT INPLACE. EXISTING OAK TREES TOREMAIN, PROTECT INPLACE. NOREPLACEMENT SURVEY SHALLBE PROVIDED IFNECESSARY INORANGE COUNTY CEMETERY DISTRICT ( OCCD) PUBLICCEMETERY ENTRY ANDMONUMENT WALLSFUTURE CALVETCEMETERY ENTRYFUTURE CALVETCEMETERY DEVELOPABLE PAD (100ACRES) LANES EACH WAY, ONESIDED 8' PARALLEL PARKING, AND RED CURBS ) LAWN INTERMENT AREASEXISTING 100' FLAGPOLE WITH LIGHTS. PROTECT INPLACENONCOMBUSTIBLE CONSTRUCTION COMMITTAL CHAPELSPARKING LOT DIMENSIONS PER ANAHEIMENGINEERINGSTANDARD DETAIL 470.PEDESTRIAN WALKWAYSNICHE WALLGARDENFIRE HYDRANTSNON COMBUSTIBLE CONSTRUCTION ADMINISTRATIONBUILDING - SEE ARCHITECTURAL PLANSNON COMBUSTIBLE CONSTRUCTION MAINTENANCE BUILDINGROAD SYSTEM ( FUTURE BUILDOUT, NO PARKING) KEYWAY BUTTRESS SLOPE BETWEEN UPPER AND LOWERPADS PERGEOTECHNICAL REPORTEXISTING INACTIVEQUESTAR FUELPIPELINE AND EASEMENT -PROPOSED REALIGNED QUESTAR EASEMENT - RELOCATEDEASEMENT PER AGREEMENT WITHMWST ASSHOWN ONPLANS. POTENTIAL WATER TANK RESERVOIR - 75' DIAMETER X 40' HIGHPROVIDING MINIMUM 672,000GALLON STORAGE SIZE - SEEIRRIGATION PLANS FORWATER DEMANDSFUTURE INTERSECTION IMPROVEMENTS ARE BASEDONFUTUREPROJECT BUILDOUT / DEVELOPMENT NEEDS AND404 JURISDICTION NON-WETLAND INTERMITTENT WOTUSNON- JURSIDICTIONAL ( 404, 404, 1602) 1602 401 JURISDICTION ( STREAMBED AND ASSOCIATED RIPARIAN HABITATS)PHASE 1APHASE 1BPHASE 1A2 - FUTURE ROAD SITE PLAN LEGEND 123456789 1011121314151617181920212223242526272829303132333435 LP LP 1535
32 ALLNECESSARY ENVIRONMENTAL PERMITS SHALLBEOBTAINED FROMGOVERNING AGENCIES PRIOR TO ISSUANCEOFVEHICULAR ACCESS SHALLMEETCITYOFANAHEIM FIRE AND RESCUESTANDARDS.ALL ABOVE GROUND EQUIPMENT SHALL BE INSTALLED BEHIND BUILDING SETBACKS AND SCREENED INACCORDANCE WITHANAHEIM MUNICIPAL C PLANS SHALLCOMPLYWITH AMC CHAPTER FOR LANDSCAPING ANDWATER EFFICIENCY. CERTIFICATION THELANDSCAPE ARCHITECTWILLREQUIRED PRIOR ISSUANCE PERMITAND PRIOR PERMIT FINAL.PROJECT DOES NOTINTERSECT ANYCALTRANS FRONTAGES OR RIGHTOFWAYS. GRADING PERMITS. BUILDING PLANS SHALLCONFORM WITHTHECURRENT VERSION OFCITY OFANAHEIMENGINEERING STANDARD DETAILS.PROJECT LOCATED VERYHIGH FIREHAZARD SEVERITY ZONE. ALLBUILDINGMATERIALS AND CONSTRUCTIONELEMENTS SHALLCOMPLYWITH CHAPTER 7AOF THECBC.PROJECT IS REQUIRED TOHAVE AFUEL MODIFICATION ZONESGRADES AT FIRE ACCESS ROAD TO NOT EXCEED 10% ANDSHALL MEET AFDFIRE ACCESS STANDARDS GENERAL NOTES 303135
16 FUTURECALVET 29
DEVELOPABLEPAD) CEMETERY (100ACRE
30 3427
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29 252124
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19 17 2.5ACRES
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5.6ACRES
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2118 5.2ACRES
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MUSP N Y O G YNA D C A A 91234678 D O N 121113 R R 10A10B10CA N A O T Y N N A A S C 33 BUILDOUT: OCCD BUILDINGS: 44,200SF INCLUDES; ADMIN: 7,700SF, MAINTENANCE YARD ANDBLDG: 26,700 SF, COMMITTALSHELTERS 9,800SF, 50 +/- LAWN INTERMENTACRES, +/- 15 ACRESLANDSCAPEAREAS, 15ACRESHARDSCAPE, ROADS, ETC.( OCCD PHASE 1B: +/- 35 ACRES, WITH PHASED CONSTRUCTION) E OCCDPUBLICCEMETERY (80ACRE DEVELOPABLEPAD) TOTAL PROPERTY ACREAGE: 283 ACRES SITE ACREAGE TOTALSOCCD DEVELOPABLE PAD: 80 ACRESFUTURE CALVET DEVELOPABLE PAD: 100ACRESKEYWAY BUTTRESS SLOPE AND CALVETCUTSLOPE: 80 ACRESENTRY ROAD AND PERIMETER SITE SLOPES: +/- 10 ACRES (PHASE 1A)UNIMPROVED PERIMETER AREAS: +/- 40 ACRES

THIS DOCUMENT IS THE PROPERTY

CTA TIEI CITYOFANAHEIM, CA N
RCRH

O A F ORANGECOUNTYCEMETERYDISTRICT I
PL
E
605-16 12/18/2023 A A DEVELOPMENT APPLICATIONC C SOF Date D Signature 5/20/2024 08/31/F2025 N Renewal Date fax phone A O PLAN L GYPSUM CANYON CEMETERY E D L-1.03 T SE A ETNLICS 4TH SUBMITTAL 12/18/23 CONSULTANT REVISIONS DATE2ND SUBMITTAL 5/23/233RD SUBMITTAL 9/28/235TH SUBMITTAL 1/29/246TH SUBMITTAL 4/2/247TH SUBMITTAL 5/14/24SHEET TITLEJOB # DESIGNEDCSDRAWNTMCHECKEDCSDATESHEET 1ST SUBMITTAL 8/29/22 FIREMASTER 31591 Camino CapistranoSan Juan Capistrano, CA 92675www. RJMdesigngroup. com\[ 949\] 493-2690\[ 949\] 493- 2600 1" = 60' - 0" 811
CALL: INTERIORLOOP ROAD
BEFORE YOU DIG 0' 100' 200' 400' PARKING LOT

TWO WORKING DAYS

UNDERGROUND SERVICE ALERT

OPERATIONS ENTRYONLY FIREHYDRANTMAINTENANCE AND

BUILDING

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THIS DOCUMENT IS THE PROPERTY

CTA TIEI CITYOFANAHEIM, CA N
RCRH

O A F ORANGECOUNTYCEMETERYDISTRICT I
PL
E
605-16 12/18/2023 A A DEVELOPMENT APPLICATIONC C SOF Date D Signature 5/14/2024 08/31/F2025 N Renewal Date fax phone A O L GYPSUM CANYON CEMETERY E D L-1.04 T SE A ETNLICS PLANNOTES 4TH SUBMITTAL 12/18/23 CONSULTANT REVISIONS DATE2ND SUBMITTAL 5/23/233RD SUBMITTAL 9/28/235TH SUBMITTAL 1/29/246TH SUBMITTAL 4/2/247TH SUBMITTAL 5/14/24SHEET TITLEJOB # DESIGNEDCSDRAWNTMCHECKEDCSDATESHEET 1ST SUBMITTAL 8/29/22 FIREMASTER 31591 Camino CapistranoSan Juan Capistrano, CA 92675www. RJMdesigngroup. com\[ 949\] 493-2690\[ 949\] 493- 2600 811
CALL:

BEFORE YOU DIG 0' 100' 200' 400'

TWO WORKING DAYS

UNDERGROUND SERVICE ALERT
APPLY AND MAINTAIN STORM DRAIN SYSTEM STENCILING AND SIGNAGE. VEHICLES ON SITE, AND NOWASHING OF THE MAINTENANCE YARD PAVEMENT. CONDUCT EMPLOYEE TRAINING ON AN ANNUAL BASIS. CONDUCTSTREETSWEEPING OFPRIVATE STREETS AND PARKING LOTSONMONTHLY BASIS.SWEEP TRASH ANDSTORAGE AREASON AWEEKLY BASIS.CONDUCTROUTINEMAINTENANCEOFIRRIGATIONSYSTEMTOIDENTIFYLEAKS/ OVERSPRAYANDADJUSTDUETOSEAS ONAL FLUCTUATIONS. AND PROTECT AGAINST SLOPE EROSION. DESIGN TRASH ENCLOSURES TO REDUCE POLLUTANT INTRODUCTIONIMPLEMENTACTIVITYRESTRICTIONS, SUCHASNODUMPINGOFOILORCHEMICALSINTOINLETS, NOWASHINGOFPERFORM LANDSCAPE MAINTENANCE AND LITTER CONTROL AMONTHLY BASIS. IMPLEMENT CLEANING OF ALL STRUCTURALAND NON-STRUCTURALBMPSON A MONTHLY BASIS. INSPECT AND CLEAN OUT COMMON AREA CATCH BASIN ON A MONTHLY BASIS. INSPECT ENERGY DISSIPATOR ANNUALLY. USEDROUGHTTOLERANT/ONINVASIVEPLANTSSPECIESINLANDSCAPINGTOMINIMIZEWATERCONSUMPTION THEGYPSUMCREEK. THEUDSREDUCESRUNOFFFROMTHEPROPOSEDDEVELOPMENTTOLOWERTHANTHETHEON- SITESTORMDRAINSYSTEMISDESIGNEDTOPREVENTOFF- SITELOWFLOWSFROMENTERINGTHESYSTEM. THESOUTHERNBORDERWHILEMAINTAININGEXISTINGF LOWPATTERNASWELLASPREVENTINGOFF- SITEFLOWTWOABOVEGROUNDANDLINEDDRYEXTENDEDDETENTIONBASINS( DEDB) FORSTORMWATERTREATMENTTHEREISASOUTHERNCALIFORNIAGASCOMPANYEASEMENTTHATCROSSESTHEPROJECTSITEFROMEASTTOTHER EISANEXISTINGQUESTARFUELPIPELINEANDEASEMENTLOCATEDONSITE. THEPIPELINEISINACTIVEANDTHEUPPERPAD. THEDISTRICTISCOORDINATINGWITHQUESTARREGARDINGTHISREALIGNMENTOFTHETHOSECURRENTLYCONDUCTEDATOCCD' SOTHERCEMET ERIES. MAINTENANCEACTIVITIESWOULDINCLUDE: TYPICALOPERATIONALACTIVITIESINCLUDEPREPARATIONFORTHEBURIALORINTERMENTOFCASKETORURNS. THISWOULDINCLUDETHEREMOVALOFLAWN, EXCAVATIONANDREMOVALOFSOIL, PREPARATIONOFLO WERTHANKSGIVING), WOULDREQUIREADVANCEDAPPROVALOFTHECEMETERYMANAGER. NOBURIALSERVICESTHANKSGIVING DAY AND CHRISTMAS DAY. WILLBESIZEDPERCITYOFANAHEIMDRAINAGEMANUAL(CADM) ANDORANGECOUNTYHYDROLOGYMANUAL( OCHM) STANDARDS. ON-SITESTORMDRAINLINESWILLCOLLECTON- SITERUNOFFANDDIRECTITTOONEOFTWOUNDERGROUNDDETENTIONSYSTEMS( UDS).EACHU DSISDESIGNEDWITHALININGASWELLASOUTLETORIFICESTHATDRAINTOEXISTINGRUNOFFLEVEL.INALLY, OUTFLOWFROMTHESITEISDISCHARGEDINTOUNLINEDGYPSUMCREEKASITISINTHEEXISTINGCONDITION. ASAINTANTHONYFALLSDISSIPATORHASBEENINCORPORATEDINTOTHEDESIGNTOREDUCETHEFLOWVELOCITYANDAVOIDEROSIONOFTHECREEKBANKSANDCHANNEL.TWODETENTIONBASINSAREALSOINCORPORATEDINTOTHEON-SITESTORMDRAINSYSTEMASDESCRIBEDBELOWUNDERWATERQUALITYFEATURES. OFF-SITEFLOWFROMTHESOUTHEASTISCONVEYEDTOTHEGYPSUMCREEKVIAATRAPEZOIDALCHANNELALONGFROM COMINGLING WITH ON-SITERUNOFF. WATER QUALITY FEATURESBENEFITSHAVEBEENINCORPORATEDINTOTHEPROJECTDESIGN,WITHONELOCA TEDINEACHPAD. THESEDEDBSWOULDSERVEASTHEPRIMARYBESTMANAGEMENTPRACTICE( BPM) ADDRESSINGTHEQUALITYOFSTORMWATERRUNOFFFROMTHEPROPOSEDPROJECT. THEDEDBISDESIGNEDFORBIOFILTRATIONOFDESIGNSTORMCAPTUREVOLUME(DCV) FR OMA24- HOUR,85THPERCENTILESTORMEVENTANDDISCHARGEOFTHESAMEVOLUMEOVER48TO72HOURS.PEAKFLOWRATESFORTHEPOST- DEVELOPMENTCONDITIONARELOWERTHANTHOSEOFTHE110% OFPRE-DEVELOPMENTCONDITION, ANDTHEREFOREPEAKFLOWMITIGATIONWOULDBEACHIEVEDBYTHEINCORPORATIONOFDEDBS.DURINGHEAVYSTORMEVENTS,ANEMERGENCYSPILLWAYWOULDALLOWOVERFLOWOFDEDB. THEDEDB AND ASSOCIATED CONNECTOR PIPE SCREEN WILL BE REGULARLY MAINTAINED. ADDITIONALNON- STRUCTURALANDSTRUCTURALSOURCECONTROLBMPSINCLUDEDASPARTOFTHEWATERQUALITY MANAGEMENT PLAN (WQMP) FOR THE PROPOSED PROJECT INCLUDE, BUT ARE NOTLIMITED TO: ELECTRICAL FACILITIESELECTRICITYWILLBEPROVIDEDTOTHEPROJECTSITEVIAEXISTINGOVERHEADFACILITIESLOCATEDATTHESANTAANACANYONROAD/ GYPSUMCANYONROADINTERSECTION. THREEEXISTINGOVERHEADPOLESWILLBEUNDERGROUNDEDWITHINTHEPROJECTSITE,ANDTWOEXISTINGPOWERPOLESOFF- SITEWILLBEUNDERGROUNDEDATTHESOUTHWESTCORNEROFTHESANTAANACANYONROAD/GYPSUMCANYONROADINTERSECTION.ADDITIONALLY, TWOEXISTINGPOWERPOLESATTHE91-FREEWAYON-RAMPONGYPSUMCAN YONROADWILLBEUNDERGROUNDEDBYCALTRANSANDSCEASPARTOFTHEIRIMPROVEMENTPROJECT. ALLELECTRICALTRANSMISSIONFACILITIESENTERINGTHEPROJECTOFF-SITEWILLBEPROVIDEDINUNDERGROUNDCONDUIT TO BOTH THE UPPER AND LOWER PADS WITHIN THE EXTERIOR ENTRY ROAD CROSS SECTION. NATURALGASWEST. THIS EASEMENT WILL BEPROTECTED IN PLACE. QUESTAR FUEL PIPELINE AND EASEMENTREALIGNMENTWILLBECAPPEDANDREMOVED. THEEA SEMENTWILLBEREALIGNEDTOPROVIDEFORTHEON- SITEROADWAYTOEASEMENT AND CAPPING OFANY PIPELINE FACILITIES LOCATED WITHIN THE EXISTING EASEMENT.OPERATIONAL CHARACTERISTICSOPERATIONSANDMAINTENANCEOFTHEPROPOSEDOCCDCEMETERYWOULDCONSISTOFSIMILARACTIVITIESASLANDSCAPINGACTIVITIESSUCHASTRIMMING/ ORPLANTINGOFTREES, SHRUBS, GROUNDCOVER, ORPERENNIALS,ASNEEDED;TRIMMINGAROUNDMEMORIALMARKERSANDMOWCURBBORDERSANDMOWINGOF LAWNS;TRASHANDDEBRISREMOVAL; CLEANINGANDREPAINTINGBUILDINGSANDSTRUCTURESASNEEDED; IRRIGATIONREPAIR, CLEANINGANDREPAIRINGOFSTORMDRAINAGEANDWATERQUALITYFEATURES( DESCRIBEDABOVE); MAINTENANCEANDCLEANINGOFROA DS,PARKINGLOTS, LIGHTINGANDFENCING. ONADESIGNATEDDAYOFTHEWEEK, STAFFWILLREMOVEFLOWERSPLACEDONTHESPACE. ITISANTICIPATEDTHATUPTO12STAFFMEMBERSWOULD BE EMPLOYED AT THE PROPOSED OCCD CEMETERYONCE FULLY OPERATIONAL.DEVICEFORCASKETINTOVAULTANDTHENLOWERINGOFTHEVAULTINTOTHESPACE.CREWWILLTHENREPLACEANDCOMPACTSOILANDPREPAREDSURFACEFORGRASSSODAND/ ORSEED.ONCETHEFLATMEMORIALMARKERISRECEIVED, STAF FWILLPREPARETHESPACEFORTHEPLACEMENTOFTHEMEMORIALMARKERS. PLACEMENTINANICHE,WHICHISANABOVEGROUNDRECEPTACLEFORANURN, WILLINVOLVETHEREMOVALOFTHEGRANITESHUTTERANDINTERIORPOLYPROPYLENECOVER,PLACEMENTOFTHEUR NANDTHESECURINGOFTHECOVERANDSHUTTER.UPONRECEIPT, ANICHEPLATEORENGRAVINGOFTHESTONEWILLTAKEPLACETOMARKTHEPLACEMENTOFTHEURN.. THEOCCDCEMETERYWOULDOPERATEMONDAYTHROUGHFRIDAYFROM7: 00AMTO4: 00PM.VISITATIONHOU RSWOULDBEDAILYFROM8: 00AMTO5:00PM. THECEMETERYOFFICEWOULDBEOPEN7: 00AMTO4: 00PMMONDAYTHROUGHFRIDAYANDCLOSEDONSATURDAYS, SUNDAYSANDHOLIDAYS.THENUMBEROFBURIALSERVICESMAYFLUCTUATETHROUGHOUTTHEWEEK;HOWEVER,TH ENUMBEROFBURIALSERVICESWOULDNOTEXCEEDFOURSERVICESPERDAYOCCURRINGFROMMONDAYTOFRIDAYBETWEENTHEHOURSOF8: 30AMAND1: 30PM. INADDITION, EACHBURIALSERVICEWOULDOCCURDURINGASPECIFICTIMESLOTANDWOULDNOTOVERLAPWITHANOTHERBURIALSERVICE. BURIALSERVICESONSATURDAYS, SUNDAYSORCERTAINHOLIDAYS(MARTINLUTHERKINGDAY,LINCOLN'SBIRTHDAY,PRESIDENT' SDAY,ORTHEDAYAFTERWOULDBECONDUCTEDONNEWYEAR'SDAY, MEMORIALDAY, INDEPENDENCEDAY, LAB ORDAY, VETERANSDAY, CALVETCEMETERYANAPPROXIMATELY100- ACREDEVELOPMENTAREAHASBEENPROVIDEDFORWITHINTHEUPPERPADOFTHEPROJECTSITE. THEULTIMATEDESIGNOFTHESTATEVETERANSCEMETERYWILLBEDETERMINEDBYCALVET; THEEXTERIORLOOPROADWAYANDUTILITYINFRASTRUCTUREHAVEBEENDESIGNEDTOACCOMMODATEFUTUREDEVELOPMENTOFTHESTATEVETERANSCEMETERY.ACCESSEDVIATHEMAINENTRYROADWAY,THESTATEVETERANSCEMETERYWOULDLIKELYINCLUDEANADMIN ISTRATIVEBUILDING(APPROXIMATELY2,000SQUAREFEET), ASSEMBLYAREA,RESTROOMS, MAINTENANCE/ OPERATIONSBUILDING(APPROXIMATELY3, 000SQUAREFOOT) ANDCOMMITTALSTRUCTURE( APPROXIMATELY600SQUAREFOOT), INADDITIONTOINTERM ENTSPACES. INTERMENTSPACESWOULDINCLUDEINGROUNDBURIALS, INGROUNDCREMAINSANDCOLUMBARIANICHES. ITISANTICIPATEDTHATTHEARCHITECTURALDESIGNOFTHEBUILDINGSANDOTHERFEATURESLANDSCAPINGANDLIGHTINGWITHINTHEVETERANS CEMETERYWILLCOMPLEMENTTHEPUBLICCEMETERYDESIGN. BUILD- OUTOFTHESTATEVETERANSCEMETERYWOULDOCCURASDEMANDWARRANTSANDISANTICIPATEDTOSPANOVER100YEARSANDCOULDINCLUDEUPTO200, INTERMENTSPACESANDSIZINGOFADMINISTRATIONANDMAINTENANCEFACILITIESWOULDBEDETERMINED BY

CALVET DURING
THEIR
FINAL DESIGN.POTENTIALOPERATIONALACTIVITIESWOULDBESIMILARTOACTIVITIESATTHEPUBLICCEMETERYWITHOP ERATINGHOURSBEING7: 00AMTO4: 00PMMONDAYTHROUGHFRIDAY. CEMETERYOPERATIONSINCLUDINGTHECAREOFBURIALANDINTERMENTSITES,ON-SITESTRUCTURES, ANDGROUNDSANDBURIALEVENTS.THENUMBEROFBURIALSERVICESMAYFLUCTUATETHROUGHOUTTHEWEEK;HOWEVER,THENUMBEROFBURIALSWOULDNOTEXCEEDFOURSERVICESPERDAY. INADDITION,EACHBURIALSERVICEWOULDOCCURDURINGASPECIFICTIMESLOTANDWOULDNOTOVERLAPWITHANOTHERBURIALSERVICE. THEREWILLPOTENTIALLYBEACT IVITIESHELDDURINGHOLIDAYS,SUCHASMEMORIALDAYANDVETERANSDAY,ANDOTHERSPECIALMILITARYEVENTS. INTERMENTSOREVENTSCOULDINCLUDETHEPERFORMANCEOFTHETHREEVOLLEYSALUTEUSINGRIFLES.THESEEVENTSWOULDBEOFSHORTDURATION I.E.,SECONDSORMINUTES)ANDWOULDBELIMITEDTOTHEDAYTIMEHOURSOFOPERATION. PROPOSEDBUILDINGSINPHASE1AANDPHASE1BOFSITE PRIORTOCOMMENCEMENTOFSTRUCTURALFRAMINGFOR ALLSTRUCTURESTOHAVEANAUTOMATICFIRESPRINKLERSYSTEM THEORANGECOUNTYCEMETERYDISTRICT( OCCD, DISTRICT) ISPROPOSINGTOCONSTRUCTAPUBLICCEMETERYONALSOBEINGCONSIDEREDWITHINTHE283- ACREPROJECTSITEINACOLLABORATIVEEFFORTBETWEENTHECALIFORNIADEPARTMENT OFVETERANS AFFAIRS ( CALVET), THE COUNTY OF ORANGE (COUNTY) AND THE DISTRICT. THE PROPERTY IS LOCATED WITHIN A VERY HIGH FIRE SEVERITY ZONE. ANAPPROXIMATELY80- ACREDEVELOPABLEPADWOULDBEDEVELOPEDFORTHEO 700- SQUARE-FOOTADMINISTRATIONBUILDING,ANAPPROXIMATELY30,150-SQUARE-FOOTMAINTENANCEYARDANDBUILDINGS, APPROXIMATELY9, 800FEETOFCOMMITTALSHELTERS, APPROXIMATELY15ACRESOFROADS,WALKWAYS PARKING,HARDSCAPE,ANDPLAZANICHEAREAS,ANDAPPROXIMATELY15ACRESOFLANDSCAPEAREA.TO150,000INTERMENTSPACES. THEFINALNUMBEROFINTERMENTSPACESWOULDBEDETERMINEDBYOCCDTHEFIRSTPHASEOFDEVELOPMENTFORTHEPUBLICCEMETERYWILLINCLUDEDEVELOPMENTOFUTILITYCANYONROADTHROUGHASECURITYGATEDENTRYPLAZA( 32'WIDE) WITHINTHEPROPERTYLIMITS. THEENTRYAVAILABLE. ANDONEBRIDGEFOREGRESSFROMTHECEMETERY),THENJOININTOONE36- FOOTACCESSROAD(PARALLELCEMETERYANDTHEFUTURECALVETCEMETERY. THEBRIDGESWOULDBE14FEETWIDEAND100TO120FEETLONGSTEELBRIDGESWITHCORTENFINISH. BRIDGEDESIGNSHALLSUPPORT78,000LBSFORFIREAPPARATUSANDRATINGSHALLBEAASHTOHB- 17.BRIDGE SPECIFICATIONSSHALLBEPROVIDEDWITHFUTURECONSTRUCTIONDOCUMENTTHE PROJECT ENTRY PLAZA, LOOP ROAD, AND BRIDGES WILL SERVE ASTHEMAIN FIRE ACCESSROAD. THEREWILLBETWOACCESSPOINTSTOTHEOCCDCEMETERYONTHELOWE RPAD: THEPRIMARYCEMETERYANINTERNALLOOPROADSYSTEMISPROPOSEDWITHINTHEOCCDCEMETERYTOPROVIDEACCESSFROMTHETHELOOPROADWOULDBE32'WIDEALLOWINGFORONESIDED8' WIDEPARALLELPARKINGADJACENTTOWILLALLOWFORCONTINUEDF IREACCESSTHROUGHOUTTHESITE. SIMILARLY,ANINTERNALLOOPROADSYSTEMWOULD BEPROVIDED IN THE VETERANS CEMETERY AND WOULD CONNECT TOTHE EXTERNAL LOOP AHEIMFIREDEPARTMENTFIREACCESSSTANDARDS ANDGUIDELINES. ACCESSROADGRADES SHALLNOTEXCEED 10%.THEPROPOSEDOCCDCEMETERY( 80ACRES) ONTHELOWERPADWOULDPROVIDEAPPROXIMATELY44SURFACEANAHEIMSTANDARDDETAI L470( I.E.,PARALLELPARKINGSTALLSSHALLBEAMINIMUMOF8FEETBY22FEET), THEREAREAPPROXIMATELY386PARALLELPARKINGSPACESLOCATEDALONGTHEINTERNALROADWAYS. THEREFORE, A TOTAL OFAPPROXIMATELY 430PARKING SPACES ARE PROVIDED. WITHTHENATURALOPENSPACECHARACTEROFTHESURROUNDINGPROPERTYTOTHEEAST, SOUTH, ANDWESTOFTHEPROJECTSITE. SPECIALEDGETREATMENTADJACENTTOSR- 91WOULDBEINCORPORATEDINTOTHELANDSCAPEWITH CHAPTER 18.46 OF CITY' MUNICIPAL CODE REGARDING LANDSCAPING ANDWATER EFFICIENCY.THEPROPOSEDPROJECTWOULDPROTECTALLEXISTINGTREESINPLACE,WHEREFEASIBLE. IFNECESSARY, ATREEALLPLANTMATERIALWOULDBEINAC CORDANCEWITHAFD' MODIFICATION BUILDINGSALLSITECONSTRUCTIONSHALLBEINACCORDANCEWITHCBCCHAPTER 7AANDCFCCHAPTER49REQUIREMENTS,ANDFIREALARMSYSTEMINSTALLEDANDMAINTAINEDASREQUIREDBYTHEFIREDEPARTMENT.LOCKABLEANDAPPROVEDBYTHEFIREDEPARTMENT. THEADMINISTRATIONBUILDINGSHALLBECONSTRUCTEDWITHATWOPIECECLAY BARRELROOFTILE,SMOOTHSTEELTROWEL, AND20MINUTERATEDSTEELTHEMAINTENANCEYARDSHALLCONSISTOFAOPENAIREQUIPMENTSHED,MAINTENANCESHOP,STAFFOFFICEWITHRESTROO MSANDBREAKROOM, FIREDEPARTMENTHAMMERHEADTURNAROUNDCLEARANCEANDAFUELTANK.0" 0"WIDEDECOMPOSEDGRANITEWALKARO ALLOWINGFORREFUELINGONSITERATHERTHENEXISTINGTHEPROPERTY.RALFOR FUEL INFORMATION. DOMESTICANDIRRIGATIONWILLBEPROVIDEDTOBOTHTHEUPPER! b5\[h 9wt! 5{!b5 L\[\[. 9/hb 9 95 L ILb!{ LbD\[9 9w\[Lb9thLb hC{9w L/9twhL595.ANAHEIMWATERDEPARTMENTONSANTAANACANYONROAD. 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ASTTEVETERANSCEMETERYISPROJECTSITETHATWOULDPROVIDEUPTOAPPROXIMATELY50ACRESOFINTERMENTAREAS,ANAPPROXIMATELYBUILD-OUTOFTHEOCCDCEMETERYWOULDOCCURINPHASESASDEMANDWARRANTSANDCOULDINCLUDEUPDURING THEIR FINALDESIGNOFEACH PHASE. INFRASTRUCTURE, BRIDGECROSSINGSANDVEHICULARSITECIRCULATION, ADMINISTRATIVEBUILDINGS,MAINTENANCEBUILDING/AREA, THEREMAINDEROFTHEIN- GROUNDINTERMENTANDABOVEGROUNDCOMMITTALSTRUCTURESANDNICHEAREASWOULDBEIMPLEMENTEDASDEMANDWARRANTS.FIRE ACCESS / VEHICULAR CIRCULATIONPRIMARYACCESSTOTHEPROPOSEDCEMETERYWOULDBEFROMSANTAANACANYONROADANDGYPSUMPLAZAISLOCATEDSOUTHOFTHEEXISTINGSANTAANACANYONROAD/ GYPSUMCANYONROADINTERSECTIONANDIS38'INDIAMETER. FROMTHEENTRYPLAZAACCESSTOTHEEXISTINGOCPARKSTRAILHEADANDJEEPTRAILISALSOFOLLOWINGTHEENTRYPLAZA, ANEXTERIOR ENTRYORLOOPROADWOULDCONTINUEONTOTHEPROPERTYANDBEDIVIDEDINTOA46- FOOTACCESSROAD( 1SOUTHBOUNDLANEWITHMEDIANAND2NORTHBOUNDLANES, NOPARALLELPARKING). ITWOULDUTILIZETWOBRIDGESTOCROSSOVERGYPSUMCREEK( ONEBRIDGEFORINGRESSPARKINGONESIDEASNEEDED), PROVIDINGSINGLELANEINBOUNDANDOUTBOUNDACCESSTOBOTHTHEOCCDPACKAGES.ENTRANCEBUILTDURINGTHEFIRSTPHASEOFCONSTRUCTION, AND2)SECONDARYACCESSTOTHEEXTERIORLOOPROAD FOR ADDITIONAL SITE CIRCULATION.EXTERIORENTRYROADTOINTERMENTAREAS, ACOMMITTALSHELTER, NICHES,ANDANADMINISTRATIVEBUILDING. INTERMENTAREAS. THEINTERIORLOOPROADWILLSERVEASANEXTENSIONOFTHEEXTERIORLOOPROADAN DMINOR IMPROVEMENTS TO THEGYPSUM CANYON ROAD AND SANTA ANA CANYON ROAD INTERSECTIONWOULD BEMADE TO ACCOMMODATE NORTHBOUNDGYPSUM CANYON ROAD THROUGH LANE AND LEFT TURN LANE. PAVEMENT ARROWS, MARKINGS AND SIGNAGE WOULD BE ADDED TO ALLOW LEFT OR RIGHT HANDTURNING FROMEASTBOUND SANTA ANACANYONROADONTO GYPSUM CANYON ROAD.PARKINGPARKINGSPACESWITHINAPARKINGLOTLOCATEDADJACENTTOTHEADMINISTRATIVEBUILDING. INADDITION,PARKINGFORVIEWINGANDSERVICESOFINTERMENTS,NICHES, ETC. WILLBEPROVIDEDWITHINTHEINTERNALROADWAYSCIRCULATINGTHROUGHOUTTHECEMETERY. THESEROADWAYSAREDESIGNEDAS32FEETWIDE, INC LUDINGTWO12- FOOTTRAVELLANESANDAN8FOOTSINGLESIDEDPARALLELPARKINGAREA. BASEDONHAZARDOUS VEGETATION AND FUEL MANAGEMENTNATIVEANDDROUGHTTOLERANTTREESANDVEGETATIONWOULDBEUTILIZEDINTHELANDSCAPEDESIGNANDPALE TTEFORTHEOCCDCEMETERY, INADDITIONTOWARMSEASONBERMUDATURFINTERMENTAREAS, INKEEPINGDESIGNGIVENTHESCENICOVERLAYZONEALONGTHISSEGMENTOFSR- 91.ALLLANDSCAPINGWOULDCOMPLYREPLACEMENTSURVEYWOULDBECONDUCTEDINACCOR DANCEWITHCHAPTER18. 112.070OFTHECITY'SMUNICIPAL CODE. BUILTOFNONCOMBUSTIBLEMATERIALS.PEDESTRIANAND/ORVEHICULARACCESSGATESSHALLBEEQUIPPEDWITHKNOXDEVICESASREQUIRED DEVELOPMENTINCLUDETHEOCCDPUBLICCEMETERY ADMINISTRATIONBUILDINGANDMAINTENANCEYARDANDBUILDING. FRAME SLIDING DOORS WITH 20 MINUTE RATED FROSTEDGLASS.FORA35'-95'HOSEREACH.THEBUILDINGSINTHEMAINTENANCEYARDWILLALSOBECONSTRUCTEDWITHATWOPIECECLAYB ARRELROOFTILE,SMOOTHSTEELTROWEL, THREECOATPLASTERWITHELASTOMERICCOATINGBUILDING FINISH, AND 20 MINUTE RATED WITH 20 MINUTE RATED FROSTED GLASS. MANUFACTUREDBYMODERNWELDINGCO. A NDISCOMPLETELYSELFCONTAINED,DOUBLELINEDANDDOESNOTREQUIREAROOF. ITCONSISTSOF1, 500GALLONSOFPETROLEUMAND500GALLONSOFDIESELFUEL.SEEDOMESTIC, FIRE, IRRIGATION WATER / SEWERIRRIGATIONLINESBETWEENTHEPARCELS/ CEMETERIES. TWOIRRIGATIONBOOSTERPUMPSTATIONSWOULDBELINES IN THIS PORTION OF THE CITY, AND ALL ACTIVITIES ON SITEWOULD UTILIZE POTABLEWATER. FIREHYDRANTSSHALLBEPROVIDEDWITHIN300' OFTHEMAINTENANCEBUILDI NGANDADMINISTRATIONBUILDING.OPPORTUNITYFORFUTUREHYDRANTLOCATIONSNEARCOMMITTALCHAPELSORNICHEGARDENSSHALLBEDISCUSSEDWITHAFDTODETERMINENEEDS.BUILDINGIMPROVEMENTS, FIREHYDRANTSSHALLBEINSTALLED, CHARGED, AND MEETMINIMUMFLOWREQUIREMENTS ASREQUIRED AND APPROVED BY THE FIRE DEPARTMENT. DRAINAGE / STORM DRAIN FEATURESDRAINAGEPATTERNSINTHEPROPOSEDCONDITION.

THIS DOCUMENT IS THE PROPERTY

CTA TIEI CITYOFANAHEIM, CA N
RCRH

O A F ORANGECOUNTYCEMETERYDISTRICT I DATE
PL
E
605-16 12/18/2023 A A DEVELOPMENT APPLICATIONC C SOF Date D Signature 4/02/2024 08/31/F2025 N Renewal Date fax phone A AND O SITE L GYPSUM CANYON CEMETERY E L-2.01 D T SE A ETNLIC SECTIONS S 4TH SUBMITTAL 12/18/23 ELEVATIONS CONSULTANT REVISIONS2ND SUBMITTAL 5/23/233RD SUBMITTAL 9/28/23SHEET TITLEJOB # DESIGNEDCSDRAWNTMCHECKEDCSDATESHEET 1ST SUBMITTAL 8/29/22 31591 Camino CapistranoSan Juan Capistrano, CA 92675www. RJMdesigngroup. com\[ 949\] 493-2690\[ 949\] 493- 2600 0' 8' 16' 32'
SCALE: 1"=40'-0"
SCALE: 1/16"=
0' 20' 40' 80'
SEE SHEET L-2.03 FOR REFERENCE FIRE HYDRANT

ADMINISTRATIONBUILDINGANDCOMPLEX
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ADMINISTRATION BUILDING

FUTURE CAL

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ENLARGEMENT

ENLARGEMENT
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THIS DOCUMENT IS THE PROPERTY

CTA TIEI CITYOFANAHEIM, CA N
RCRH

O A F ORANGECOUNTYCEMETERYDISTRICT I DATE
PL
E
605-16 12/18/2023 A A DEVELOPMENT APPLICATIONC C SOF Date D Signature 4/02/2024 08/31/F2025 N Renewal Date fax phone A AND O SITE L GYPSUM CANYON CEMETERY E D L-2.02 T SE A ETNLIC SECTIONS S 4TH SUBMITTAL 12/18/23 ELEVATIONS CONSULTANT REVISIONS2ND SUBMITTAL 5/23/233RD SUBMITTAL 9/28/23SHEET TITLEJOB # DESIGNEDCSDRAWNTMCHECKEDCSDATESHEET 1ST SUBMITTAL 8/29/22 31591 Camino CapistranoSan Juan Capistrano, CA 92675www. RJMdesigngroup. com\[ 949\] 493-2690\[ 949\] 493- 2600 0' 8' 16' 32' 0' 5' 10' 20'
SCALE: 1"=30'-0" SCALE: 1"=10'
0' 15' 30' 60' SCALE: 1/16"=1'-0"

ANDCREEKLIMITS CONTOURS ISNOTPROPOSED- BRIDGEABUTMENTS SHALL EXISTING CREEKSLOPES ORBELOCATED OUTSIDE OFJD

NOTE - REDESIGN OFTHE

SHALLBELOCATED OUTSIDE OFJDANDCREEKLIMITS CONTOURS ISNOTPROPOSED - BRIDGEABUTMENTS

NOTE - REDESIGN OFTHEEXISTINGCREEKSLOPESOR

SLOPESORCONTOURS ISNOTPROPOSED -OUTSIDEOFJDANDCREEKLIMITS BRIDGEABUTMENTS SHALLBELOCATED ENLARGEMENTPLANATENTRYENTRYELEVATIONAENTRYELEVATI NOTE - REDESIGN OFTHEEXISTING CREEK 234
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N M K O U L E Y PS E N P R A Y C C G

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THIS DOCUMENT IS THE PROPERTY

CTA TIEI CITYOFANAHEIM, CA N
RCRH

O A F ORANGECOUNTYCEMETERYDISTRICT I DATE
PL
E
605-16 12/18/2023 A A DEVELOPMENT APPLICATIONC C SOF Date D Signature 4/02/2024 08/31/F2025 N SITE Renewal Date fax phone A O L GYPSUM CANYON CEMETERY E D L-2.03 T SE A ETNLICS 4TH SUBMITTAL 12/18/23 CONSULTANT REVISIONS2ND SUBMITTAL 5/23/233RD SUBMITTAL 9/28/23SHEET TITLEJOB # DESIGNEDCSDRAWNTMCHECKEDCSDATESHEET 1ST SUBMITTAL 8/29/22 ENLARGEMENTS 31591 Camino CapistranoSan Juan Capistrano, CA 92675www. RJMdesigngroup. com\[ 949\] 493-2690\[ 949\] 493- 2600 0' 20' 40' 80'
SCALE: 1"=40'

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ENLARGEMENT
VEHICULAR ACCESS SHALLMEETCITYOFANAHEIM FIREAND RESCUE STANDARDS.JOIN INTERSECTION IMPROVEMENTS W FUTURE INTERSECTION IMPROVEMENTS ARE BASED FUTURE PROJECT BUILDOUT / DEVELOPMENTNEEDS AND TRAFFIC STUDYRECOMMENDATIONS.POTENTIAL INTERSECTION IMPROVEMENTS SHOWN FOR REFERENCE ONLY, INCLUDE; PROJECTENTRY IMPROVEMENTS INCLUDE SINGLE SOUTHBOUNDGYPSUM CANYON ROAD ENTRY LANE AND SEPARATE NORTHBOUNDGYPSUM CANYONROAD THROUGH LANE AND LEFT TURN LANE.PROJECTDOESNOT INTERSECTANY CALTRANS FRONTAGES OR RIGHTOFWAYS.GRADES ATFIRE ACCESSROAD TO NOTEXCEED AND SHALLMEETAFD FIRE ACCESS STANDARDS. FUTURE 241/91 EXPRESS CONNECTOR PROJ STRUCTURES ( ONE EGRESS, ONE INGRESS) BY EXCEL BRIDGE. TCA 241/91 EXPRESS CONNECTOR PROJECT IMPROVEMENTS CEMETERY ENTRY PLAZAWITH TURN AROUND ACCESS ( 38' DIA) 32' WIDECEMETERY ENTRY SECURITY GATES24' WIDEOC PARKS TRAILHEAD ACCESS ROAD AND ENTRY GATE(BRIDGES SHALL BE HL93 RATING WITH 78,000 LBLOAD LIMIT AND MEET AASHTOHB- 17STANDARDS)LIMITS OF FUTURE INTERSECTION IMPROVEMENTS - SEE NOTES BELOWGYPSUM CANYON CREEK AND JURISDICTIONAL DELINEATIONSNEW TRAFFIC LANE LIMIT CURB FACE 14' WIDE X110' LONG CORTEN STEEL PRE-FABRICATED BRIDGE18' WIDE EGRESS ONLY ACCESS ROAD18' WIDE INGRESS ONLY ACCESS ROAD SITE PLAN LEGEND GENERAL NOTES 2
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ENLARGEMENT

THIS DOCUMENT IS THE PROPERTY

CTA TIEI CITYOFANAHEIM, CA N
RCRH

O A F ORANGECOUNTYCEMETERYDISTRICT I DATE
PL
E
605-16 12/18/2023 A A DEVELOPMENT APPLICATIONC C SOF Date D Signature 08/31/2025 12/18/2023 F N Renewal Date fax phone A O L GYPSUM CANYON CEMETERY E 8 D L-2.04 T SE A N EXISTING ICETLS 4TH SUBMITTAL 12/18/23 CONSULTANT REVISIONS2ND SUBMITTAL 5/23/233RD SUBMITTAL 9/28/23SHEET TITLEJOB # DESIGNEDCSDRAWNTMCHECKEDCSDATESHEET 1ST SUBMITTAL 8/29/22 SITEPHOTOS 31591 Camino CapistranoSan Juan Capistrano, CA 92675www. RJMdesigngroup. com\[ 949\] 493-2690\[ 949\] 493- 2600 7 8
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THIS DOCUMENT IS THE PROPERTY

CTA TIEI CITYOFANAHEIM, CA N
RCRH

O A F ORANGECOUNTYCEMETERYDISTRICT I
PL
E
605-16 12/18/2023 A A DEVELOPMENT APPLICATIONC C SOF Date D Signature 08/31/2025 12/18/2023 F N Renewal Date PLAN fax phone A O L GYPSUM CANYON CEMETERY E L-3.01 D OVERALL T E PLANTING S A ETNLICS 4TH SUBMITTAL 12/18/23 CONSULTANT REVISIONS DATE2ND SUBMITTAL 5/23/233RD SUBMITTAL 9/28/23SHEET TITLEJOB # DESIGNEDCSDRAWNTMCHECKEDCSDATESHEET 1ST SUBMITTAL 8/29/22 31591 Camino CapistranoSan Juan Capistrano, CA 92675www. RJMdesigngroup. com\[ 949\] 493-2690\[ 949\] 493- 2600 811
CALL:

AREA
53,302 SF 101,820 SF 3,618,866 SF2, 261,482 SF 1,880,746 SF10,989,381 SF 361,901,898 SF BEFORE YOU DIG 0' 100' 200' 400'

TWO WORKING DAYS

UNDERGROUND SERVICE ALERT
ZONE 1 ZONE 2ZONE 3ZONE 4ZONE 5 ZONE SEASONAL 01 IRRIGATED ZONESTOTAL IRRIGATION CALVETPAD

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AND L-4.02. ALLPLANTSWITHININTERSECTIONAREAS/ SIGHTLINES FORPLANTINGSPECIESANDQUANTITIES, SEELEGENDONSHEET L-3.02FORPLANTINGNOTESANDDETAILS, SEESHEETL- 4.01EXISTING TREES TO REMAIN. PROTECT IN PLACE.NOTREESAREINTENDEDTOBEREMOVEDORREPLACED. TREEREPLACEMENTSURVE YSHALLBEPROVIDEDIFNECESSARYINACCORDANCEWITHAMCCHAPTERPLANSSHALLCOMPLYWITHAMCCHAPTER18. 46FORLANDSCAPINGANDWATEREFFICIENCY. CERTIFICATIONBYTHELANDSCAPEARCHITECTWILLBEREQUIREDPRIORTOISSUANCEOFAPERMITAND PRIOR TO FINALPERMIT. NOCHANGESTOEXISTINGCREEKSLOPESORCONTOURSWITHINJDLIMITSAREPROPOSED. BRIDGEABUTMENTSSHALLBECONSTRUCTEDOUTSIDEOFJDLIMITS. ANYPLANTINGPROPOSEDADJACENTTOCREEKORJDLIMIT SSHALLBEDETERMINEDBASEDONCEQAPROJECTMITIGATION REQUIREMENTS. PLANSSHALLBEINCOMPLIANCEWITHCHAPTER10. 19OFTHEANAHEIMMUNICIPALCODE,ORDINANCENO. 6355, ANDTHEGUIDELINESFORIMPLEMENTATIONOFTHELANDSCAPEWATER EFFICIENCY ORDINANCE. PLANTINGPLANSSHALLCOMPLYWITHAFD' SACCEPTABLEPLANTINGSPECIES GUIDELINES. CANNOTEXCEED24" INHEIGHTPERANAHEIMMUNICIPALCODE 18. 46.150 18. 112.
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THIS DOCUMENT IS THE PROPERTY

CTA TIEI CITYOFANAHEIM, CA N
RCRH

O A F ORANGECOUNTYCEMETERYDISTRICT I
PL
E
605-16 12/18/2023 A A DEVELOPMENT APPLICATIONC C SOF Date D Signature 08/31/2025 12/18/2023 F N Renewal Date fax phone A O L PLAN GYPSUM CANYON CEMETERY E D L-3.02 T SE A ETNIC PLANTING LS 4TH SUBMITTAL 12/18/23 CONSULTANT REVISIONS DATE2ND SUBMITTAL 5/23/233RD SUBMITTAL 9/28/23SHEET TITLEJOB # DESIGNEDCSDRAWNTMCHECKEDCSDATESHEET 1ST SUBMITTAL 8/29/22 31591 Camino CapistranoSan Juan Capistrano, CA 92675www. RJMdesigngroup. com\[ 949\] 493-2690\[ 949\] 493- 2600 811
CALL:

QTY. QTY. QTY.

BEFORE YOU DIG 0' 100' 200' 400'

TWO WORKING DAYS LLLLLLLLLLLL HHHH MMMMM VLVLVLVLVLVLVLVLVLVLVL VH

UNDERGROUND SERVICE ALERT
8'-0"6'-0"4'-0"6'-0"4'-0"3'-0"5'-0"8'-0"4'-0"4'-0"6'-0"4'-0"5'-0" 5'-0" 3'-6"7'-0"5'-0" O.C.O.C.O.C.O.C.O.C.O.C.O.C.O.C.O.C.O.C.O.C.O.C.O.C.O.C.O.C.1'-8"O.C.O.C. O.C.O.C.O.C.O.C.O.C. 10'-0"12'-0" 12'-0"11'-0"

SPACINGSPACINGSPACING PER PLANPER PLANPER PLANPER PLANPER PLANPER PLANPER PLANPER PLANPER PLAN- PER PLANMPER PLAN MIN.MIN.MIN.MIN.MIN.MIN.MIN.MIN. MIN.MIN.MIN. SIZEWUCOLSSIZEWUCOLSSIZEWUCOLS 5GAL.-5GAL.-5GAL.-5GAL.-5GAL.-5GAL.-5GAL.-5GAL.-5GAL.-5GAL.-5GAL.- 1GAL.-1GAL.- 5GAL.-5GAL.5GAL.5GAL.5GAL. 1GAL.-1GAL.-1GAL.-1GAL.- 24" BOX24" BOX24" BOX24" BOX24" BOX24" BOX24" BOX24" BOX24" BOX24" BOX24" BOX 42" ROLLSSODDED ZONE 2 - IRRIGATED PERIMETER, STREETSCAPES AND SLOPE PLANTINGSCOMMON NAMECERCIS CANADENSIS ' OKLAHOMA' SWEET BAYWESTERN SYCAMOREQUERCUS AGRIFOLIACOAST LIVE OAKQUERCUS ENGELMANNIIAFRICAN SUMACSCHINUS MOLLECALIFORNIA PEPPERCEANOTHUS GRISEUS VAR. HORIZONTALIS' YANKEE POINT' CEANOTHUSTOYONCALIFORNIA COFFEEBERRYSTARN COYOTE BRUSHSAN DIEGO POVERTY WEEDOUR LORDS CANDLEWESTRINGIA FRUTICOSACOAST WESTRINGIASILVERBERRYTRAILING LANTANATRAILING ROSEMARYSILVER CARPET ZONE 3 - RIPARIAN PLANTINGS - SEASONALLY IRRIGATED TO ESTABLISHCOMMON NAMEWESTERN SYCAMOREWESTERN COTTONWOODSALIX LAEVIGATAARTEMESIA DOUGLASIANACALIFORNIA MUGWORTCALIFORNIA ROSESALIX EXIGUASALIX LASIOLEPISARROYO WILLOW ZONE 4 - GROUND INTERMENTSCOMMON NAMETAHOMA 31 BERMUDA BY WEST COAST TURF BOTANICAL NAMEEASTERN REDBUDLAURUS NOBILISLOPHOSTEMON CONFERTUSBRISBANE BOXPLATANUS RACEMOSAMESA OAKRHUS LANCEAHETEROMELES ARBUTIFOLIAPRUNUS ILICIFOLIAHOLLYLEAF CHERRYRHAMNUS CALIFORNICABACCHARIS X 'STARN' BACCHARISPILULARIS 'PIGEON POINT'DWARF COYOTE BRUSHIVA HAYESIANAHESPEROYUCCA WHIPPLEIELAEAGNUS PUNGENSROSMARINUS OFFICINALISROSEMARYLANTANA MONTEVIDENSISLONICERA JAPONICA HALLIANA' HALL'SJAPANESE HONEYSUCKLEROSMARINUS OFFICINALIS ' PROSTRATUS' MUHLENBERGIA RIGENSDEERGRASSDYMONDIA MARGARETAEBOUGAINVILLEA ROSENKAROSENKA BOUGAINVILLEABOTANICAL NAMEPLATANUS RACEMOSAPOPULUS FREMONTIIRED WILLOWBACCHARIS SALICIFOLIAMULEFATROSA CALIFORNIALITTLELEAF WILLOWBOTANICAL NAMEBERMUDA TURFGRASS T-1T-1 T-2T-3T-4T-5T-6T-7T-8S-1S-2S-3S-4S-6S-7S-9G-1T-2T-3S-1S-2S-3S-4 S-5G-2G-3G-4G-5G-6S-5 S-11 S-10S-12 TURF QTY. QTY.

LLLLLLLLLLLLLLL MMMMMMMM VLVLVLVLVLVLVLVLVLVLVLVLVLVLVLVLVLVLVL 8'-0" 8'-0"2'-0"3'-0"2'-6"4'-0"4'-0"5'-0"5'-0"3'-0"2'-0"3'-0"_'-_" 8'-0"3'-0"5'-0"8'-0"4'-0"4'-0"3'-0"5'-0"6'-0" 6'-0"2'-0" O.C.O.C.O.C.O.C.O.C.O.C.O.C.O.C.O.C.O.C.O.C.O.C.O.C.O.C.O.C. O.C.O.C.O.C.O.C.O.C.O.C.O.C.O.C.O.C.O.C.1'-8"O.C.O.C.O.C. 10'-0"12'-0" 12'-0"

SPACING SPACING PER PLANPER PLANPER PLANPER PLANPER PLANPER PLANPER PLANPER PLANPER PLANPER PLANPER PLANPER PLANPER PLANPER PLAN MIN.MIN.MIN. MIN.MIN.MIN.MIN.MIN.MIN.MIN.MIN.MIN.MIN.MIN. SIZEWUCOLS SIZEWUCOLS5GAL.5GAL. 5GAL.5GAL.5GAL. 5GAL.5GAL.5GAL.5GAL.5GAL.5GAL.5GAL.5GAL.5GAL.5GAL.5GAL. 1GAL.1GAL.1GAL.1GAL.1GAL.1GAL.1GAL.1GAL.1GAL.1GAL. 1GAL.1GAL. 24" BOX24" BOX24" BOX24" BOX24" BOX24" BOX24" BOX24" BOX24" BOX24" BOX24" BOX24" BOX24" BOX24" BOX ZONE 1 - SEASONAL IRRIGATION - TRANSITIONING TO NO IRRIGATIONCOMMON NAMEQUERCUS AGRIFOLIACOAST LIVE OAKQUERCUS ENGELMANNIIWESTERN SYCAMORECERCOCARPUS TRASKIAECATALINA ISLAND MOUNTAIN MAHAGONYTOYONCAILFORNIA COFFEEBERRYACHILLEA MILLEFOLIUMCOMMON YARROWSAN DIEGO COUNTY VIGUIERACOAST SUNFLOWERCALIFORNIA FUCHSIASHOWY PENSTEMON ZONE 5 - IRRIGATED MEDITERRANEAN PLANTINGSCOMMON NAMEAGONIS FLEXUOSAARBUTUS ' MARINA'STRAWBERRY TREECERCIS CANADENSIS ' OKLAHOMA' CRAPE MYRTLESWEET BAYOLEA EUROPAEAOLIVEWESTERN SYCAMOREQUERCUS AGRIFOLIACOAST LIVE OAKSCHINUS MOLLECALIFORNIA PEPPERAGAVE SP.AGVESILVERBERRYCOMPACT MYRTLESEA LAVENDERWESTRINGIA FRUTICOSACOAST ROSEMARYSILVER CARPETSENECIO MANDRALISCAE BOTANICAL NAMEMESA OAKPLATANUS RACEMOSAHETEROMELES ARBUTIFOLIAPRUNUS ILICIFOLIAHOLLYLEAF CHERRYRHUS INTEGRIFOLIALEMONADE BERRYRHAMNUS CALIFORNICABAHIOPSIS LANCINIATALOTUS SCOPARIUSDEERWOODENCELIA CALIFORNICAEPILOBIUM CANUMGALVEZIA SPECIOSABUSH SNAPDRAGONISOMERIS ARBOREABLADDERPODDIPLACUS LONGIFLORUSMONKEYFLOWERNASSELA LEPIDAFOOTHILL NEEDLEGRASSPENSTEMON SPECTABILISBOTANICAL NAMEPEPPERMINT WILLOWEASTERN REDBUDLAGERSTROEMIA INDICALAURUS NOBILISLOPHOSTEMON CONFERTUSBRISBANE BOXPLATANUS RACEMOSAPLATANUS MEXICANAMEXICAN SYCAMOREELAEAGNUS PUNGENSMYRTUS COMMUNIS COMPACTA' MUHLENBERGIA RIGENSDEERGRASSPRUNUS CAROLINIANALAUREL CHERRYPHORMIUM SP.FLAXROSMARINUS OFFICINALISROSEMARYLIMONIUM PEREZIIBOUGAINVILLEA SP.BOUGAINVILLEADYMONDIA MARGARETAEMYOPORUM PARVIFOLIUMMYOPORUMBLUE CHALKSTICKS T-1T-1 T-2T-3S-1T-2T-3T-4T-5T-6T-7T-8T-9S-1 S-2S-3S-4S-5G-1G-2G-3G-4G-5G-6G-7G-8G-9S-2S-3S-4S-5S-6S-7S-9G-1G-2G-3G-4 T-11 T0S-10 G-10 Z2
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ALLEXISTING TREES TO REMAIN. PROTECT IN PLACE.TO BE PROVIDED IFNECESSARY IN ACCORDANCE WITH AMC CHAPTER 18.112.070ALLNECESSARYENVIRONMENTALPERMITSSHALLBEOBTAINEDFROMGOVERNINGAGENCIES PRIOR TO ISSUANCE OFGRADING PERMITS. ON CEQA PROJECT MITIGATION REQUIREMENTS. ORDINANCENO. 6355,ANDTHEGUIDELINESFORIMPLEMENTATIONOFTHELANDSCAPEWATER EFFICIENCY ORDINANCE. GUIDELINES.ALLPLANTSWITHININT ERSECTIONAREAS/ SIGHTLINESCANNOTEXCEED24" INHEIGHT FOR PLANTING NOTES AND DETAILS, SEE SHEET L-4.01AND L-4.02.NOTREESAREINTENDEDTOBEREMOVEDORREPLACED. TREEREPLACEMENTSURVEYPLANSSHALLCOMPLYWITHAMCCHAPTER18. 46FORLANDSCAPINGANDWATEREFFICIENCY. CERTIFICAT IONBYTHELANDSCAPEARCHITECTWILLBEREQUIREDPRIORTOISSUANCEOFAPERMITAND PRIOR TO PERMIT FINAL. NOCHANGESTOEXISTINGCREEKSLOPESORCONTOURSWITHINJDLIMITSAREPROPOSED. BRIDGEABUTMENTSSHALLBECONSTRUCTEDOUTSID EOFJDLIMITS. ANYPLANTINGPROPOSEDADJACENTTOCREEKORJDLIMITSSHALLBEDETERMINEDBASEDPLANSSHALLBEINCOMPLIANCEWITHCHAPTER10. 19OFTHEANAHEIMMUNICIPALCODE, PLANTINGPLANSSHALLCOMPLYWITHAFD' SACCEPTABLEPLANTINGSPEC IESPER ANAHEIM MUNICIPAL CODE 18.

46.150. GENERAL NOTES WITHIN CREEKOR JD LIMITS. NOCHANGES TO EXISTINGCREEK SLOPESORCONTOURS WITHIN JDLIMITS ARE PROPOSED. BRIDGE ABUTMENTSHALLBE CONSTRUCTED OUTSIDEOF JDLIMITS. ANY PLANTINGPROPOSED ADJACENT TOCREEK OR JD LIMITS SHALLBE DETERMINED BASED ONCEQA

THIS DOCUMENT IS THE PROPERTY

CTA TIEI CITYOFANAHEIM, CA N
RCRH

O A F ORANGECOUNTYCEMETERYDISTRICT I DATE
PL
E
605-16 12/18/2023 A A DEVELOPMENT APPLICATIONC C SOF Date D Signature 08/31/2025 12/19/2023 F N Renewal Date fax phone A O L GYPSUM CANYON CEMETERY E L-4.01 D 11 T E DETAILS S A ETNIC PLANTING LS NOTESAND 4TH SUBMITTAL 12/18/23 CONSULTANT REVISIONS2ND SUBMITTAL 5/23/233RD SUBMITTAL 9/28/23SHEET TITLEJOB # DESIGNEDCSDRAWNTMCHECKEDCSDATESHEET 1ST SUBMITTAL 8/29/22 31591 Camino CapistranoSan Juan Capistrano, CA 92675www. RJMdesigngroup. com\[ 949\] 493-2690\[ 949\] 493- 2600

PLANTINGNOT
PLANTINGNOTES:ALLTREESWITHIN ASPECIES SHALL HAVEMATCHING FORM.ALL LANDSCAPED AREASTO RECEIVE AUTOMATED IRRIGATION. ADDITIONAL PLANTING INFORMATION. ALLPLANTMATERIALSHALLBEAPPROVEDBYTHEOWNER' SAUTH ORIZEDREPRESENTATIVEPRIORTOAUTHORIZED REPRESENTATIVE.CONTRACTORSHALLNOTIFYOWNER' SREPRESENTATIVE48HOURSPRIORTOCOMMENCEMENTOFWORKTO COORDINATE PROJECT INSPECTION SCHEDULES. SEEDETAILSANDSPECIFICATIONSFO RSTAKINGMETHOD, PLANTPITDIMENSIONSANDBACKFILLCONTRACTORSHALLSUBMITFORAPPROVALPHOTOSOFALLBOXEDTREES. PHOTOSSHOULDINCLUDEAPERSONFORSCALEPURPOSES. ALLBOXTREESSHALLBEOFQUALITYASDETERMINEDBYTHEOWNER/ LANDSCAP EARCHITECT. MATERIALFOUNDUNSUITABLEFORTHEDESIGNORSPECIFICATIONCERTIFIEDPESTANDDISEASEFREE. ITISTHECONTRACTOR' SOBLIGATIONTOWARRANTYALLPLANTCONTRACTORSHALLBERESPONSIBLEFORMAKINGHIM/ HERSELFFAMILIARWITHALLUNDERGROUNDCOSTINCURREDDUETODAMAGEOFSAIDUTILITIES. CONTRACTORSHOULDCALLUNDERGROUNDSERVICE ALERT (2) FULL WORKING DAYS BEFORECOMMENCING ANYDIGGING. PHONE 811FOR U.S.A.CONTRACTORSHALLNOTWILLFULLYPROC EEDWITHCONSTRUCTIONASDESIGNEDWHENITISOBVIOUSTHATUNKNOWNOBSTRUCTIONSAND/ORGRADEDIFFERENCESEXISTTHATMAYNOTHAVEBEENKNOWNOWNER' SAUTHORIZEDREPRESENTATIVE.THECONTRACTORSHALLASSUMEFULLRESPONSIBILITYFORALLNECESSARYREVISIONSDUE TO FAILURE TO GIVE SUCHNOTIFICATION. CONTRACTORSHALLBERESPONSIBLEFORANYCOORDINATIONWITHSUBCONTRACTORSANDCONSTRUCTION MANAGER AS REQUIRED TO ACCOMPLISHLANTING OPERATIONS.SPACINGSHALLTAKEPRECEDENCE.CONTRACTORSHALLVERIFYPLANTMATERIALQUANTITIESPERCONTRACTOR TO ASSURE POSITIVEDRAINAGE INALLPLANTING AREAS. 2% MINIMUM ALLOWED.AFTERROUGHGRADESHAVEBEENESTABLIS HEDINPLANTINGAREAS, CONTRACTORSHALLHAVESOILSAMPLESTAKENATTHELOCATIONSINDICATEDBYDESIGNATION(5TOTAL).CONTRACTORSHALLINFORMSOILTESTINGLABOFTHEPLANTMATERIALSPECIFIEDINSOILTESTINGLOCATIONS( NATIVETREES&HR UBS,ORNAMENTALTREES& SHRUBS,PALMTREES,BERMUDASOD, ETC.)SOTHATAPPROPRIATEANDBELABELEDPERLOCATIONANDDEPTH.CONTRACTORSHALLINSTALLSOILPREPARATIONANDAUTHORIZED REPRESENTATIVE PRIOR TO PLANTING.ALLSOIL FOR LANDSCAPE PLANTING AREASOR BERMS SHALL BE OBTAINED FROMON- SITEEXCAVATIONS. SHOULDIMPORTSOILBENECESSARY, INDICATESOURCELOCATION. SEEPROJECTGEOTECHNICALAPPROVED PRIOR TO SOIL IMPLEMENTATION. ALLLANDSCAPEDAREAS( EXCLUDINGTURF) SHALLBEMULCHEDWITHA3" DEEPLAYEROF' SENDERO' ATEDGESOFPLANTINGAREAS, THECENTERLINEOFTHELASTROWOFSHRUBSAND/ ORGROUNDCOVERSHALLBELOCATEDNOFARTHERFROMORCLOSERT OTHEEDGETHANONE- HALFTHESPECIFIEDON- CENTER SPACING. REFERTOPLANTINGSPECIFICATIONSFORSOILPREPARATION, FERTILIZATION, MULCHING,ANDOTHERINSTALLATION.FINALLOCATIONOFALLPLANTMATERIALSSHALLBESUBJECTTOTHEAPPROVALOFTHEOWNER'SREQUIREMENTS. IFCONFLICTSARISEBETWEEN SIZEOFAREASANDPLANS,CONTRACTORTOCONTACTOWNER'SREPRESENTATIVEFORRESOLUTION. FAILURETOMAKESUCHCONFLICTSKNOWNTOTHEOWNER'SREPRESENTATIVEWILLRESULT INCONTRACTOR' SLIABILITY TO RELOCATE THE MATERIALS. INTENTWILLBEREJECTED. THECONTRACTORSHALLALSOSUBMITWRITTENSPECIFICATIONSFORALLPLANTMATERIALSPECIFIEDONTHISPROJECTPRIORTOPLACINGORDER. FAILURETODOSOCOULDRESULTINTHEREPLACEMENT( ATCONTRACTOR SEXPENSE)OFANYPLANTSDETERMINEDUNACCEPTABLEY OWNER/LANDSCAPE ARCHITECT. ITISTHECONTRACTOR'SRESPONSIBILITYTOFURNISHPLANTMATERIALSFREEOFPESTSORPLANTDISEASES. PRE-SELECTEDOR` TAGGED' MATERIALMUSTBEINSPECTEDBYTHECONTRACTORANDMATERIALS PER THE SPECIFICATIONS. UTILITIES,PIPELINESANDSTRUCTURES.CONTRACTORSHALLTAKESOLERESPONSIBILITYFORANYDURINGDESIGN. SUCHCONDITIONSSHALLBEIMMEDIATELYBROUGHTTOTHEATTENTIONOFTH ELANDSCAPECONTRACTORTORECEIVESITEGRADEDTO+ 0. 10.CONTRACTORSHALLOBTAINLETTEROFGRADE CERTIFICATION FROMOWNER PRIOR TO PROJECT EXECUTION.PLANTMATERIALQUANTITIESAREGIVENFORCONVENIENCEONLY. PLANTSYMBOLSAND SPECIFIEDPLAN.PLANTINGRECOMMENDATIONSCANBEGIVEN.THESESAMPLESSHALLBETESTEDBYSOILANDPLANTLAB,ORAPPROVEDEQUAL(714)282-8777FORSOILFERTILITY, AGRICULTURALSUITABILITYTESTANDSOILPREPARATIONRECOMMENDATIONS..TWOSAMPLESSHALLBETAKENATEACHLOCATION:(1)GROUNDLEVELTO10" DEEP,(2)24"TO36"DEEP.EACHSAMPLESHALLCONTAINAPPROXIMATELY1QUARTOFSOILBACKFILLMIXTOCONFORMTOTHESERECOMMENDATIONS. SUBMITSOILREPORTTOOWNER' SGROUNDCO VERS AND SHRUBSHALL BETRIANGULARLY SPACED, UNLESS OTHERWISE INDICATED.REPORT.SOILSHALLBESANDYLOAMCONTAININGNOTOXICCHEMICALSORELEMENTSWHICHMAYINHIBITORRETARDNORMALPLANTGROWTH.SOILTESTINGRESULTSSHAL LBESUBMITTEDANDMULCH, PER SPECIFICATIONS, AT THECONCLUSION OPERATIONS.REMOVEALLNURSERYSTAKESANDESPALIERRACKSIMMEDIATELYAFTERINSTALLATION, UPONPROVIDING SUPPORT PER DETAILS,THIS SHEET. ROOTBARRIERNOTE: ALLTREESPLANTEDWITHIN5' OFANYHARDSCAPEELEMENT( SIDEWALKS, WALLS,D.G.

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THIS DOCUMENT IS THE PROPERTY

CTA TIEI CITYOFANAHEIM, CA N
RCRH

O A F ORANGECOUNTYCEMETERYDISTRICT I DATE
PL
E
605-16 12/18/2023 A A DEVELOPMENT APPLICATIONC C SOF Date D Signature 08/31/2025 12/19/2023 F N Renewal Date fax phone A O L GYPSUM CANYON CEMETERY E D L-4.02 12 T E DETAILS S A ETNIC PLANTING LS 4TH SUBMITTAL 12/18/23 CONSULTANT REVISIONS2ND SUBMITTAL 5/23/233RD SUBMITTAL 9/28/23SHEET TITLEJOB # DESIGNEDCSDRAWNTMCHECKEDCSDATESHEET 1ST SUBMITTAL 8/29/22 31591 Camino CapistranoSan Juan Capistrano, CA 92675www. RJMdesigngroup. com\[ 949\] 493-2690\[ 949\] 493- 2600

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12 BALLANCHORING (36" BOX & LARGER) TREEPLANTIN
34 4" PERFORATEDDRAINAGEHOOP, WRAPPED W/FILTERCLOTH FORCOLLECTIONOF EXCESSWATER INPIT. CONNECTTO SUB-SURFACEDRAINAGE SYSTEMBY CIVILENGINEER. INVERTDEPTHVARIES. REFERTOCIVILPLANSFORDRAININVERT DEPTHS.

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34 LINE CLEAN-OUTW/ ONDRAIN LINESIDEASDIRECTEDBYARCHITECT ONLY NOTE: PRUNETREESLANDSCAPE REMOVABLE CAP. INSTALL STORMDRAINCONNECTION. 4" DIA. ADS-SDR 35DRAIN OAKTREEGUYING (36" BOX & LARGEROAKS) ROOTBARRIE 56 THIS DOCUMENT IS THE PROPERTY

CTA TIEI CITYOFANAHEIM, CA N
RCRH

O A F ORANGECOUNTYCEMETERYDISTRICT I DATE
PL
E
605-16 12/18/2023 A A DEVELOPMENT APPLICATIONC C SOF Date D Signature 08/31/2025 12/18/2023 F N Renewal Date fax phone A O L GYPSUM CANYON CEMETERY PLANT E D L-4.03 T SE A N IMAGERY ICETLS 4TH SUBMITTAL 12/18/23 CONSULTANT REVISIONS2ND SUBMITTAL 5/23/233RD SUBMITTAL 9/28/23SHEET TITLEJOB # DESIGNEDCSDRAWNTMCHECKEDCSDATESHEET 1ST SUBMITTAL 8/29/22 31591 Camino CapistranoSan Juan Capistrano, CA 92675www. RJMdesigngroup. com\[ 949\] 493-2690\[ 949\] 493- 2600 ZONE1PLANTPALETTEZONE2PLANTPALE
12 ZONE3PLANTPALETTEZONE4PLANTPALETTEZONE5PLANTPAL
345

949. 988. 5815 www. huitt- zollars. com CITY OF ANAHEIM, CA Irvine, California 92614
ORANGE COUNTY CEMETERY DISTRICT 2603 Main Street, Suite 400 R314514. 01CFTMK, JHCFT1/ 29/2024
OF
2022-160 FOR TPM GYPSUM CANYON CEMETERY fax phone/ SITETITLE PLANSHEET PRELIMINARY GRADING PLAN CONSULTANT JOB #DESIGNEDDRAWNCHECKEDDATE REVISIONS DATESHEET TITLESHEET 2ND SUBMITTAL 5/23/233RD SUBMITTAL 10/13/234THSUBMITTAL 12/18/235TH SUBMITTAL 1ST SUBMITTAL 8/26/22 31591 Camino CapistranoSan Juan Capistrano, CA 92675www. RJMdesigngroup. com 949\] 493- 2690\[ 949\] 493-2600

TPMBOUNDARYCENTERLINESTORM DRAINWATER LINEJOINT TRENCH LIMITOFGRADING/WORKLIMIT OFCONSTRUCTIONPROPOSED PARCEL LINEEASEMENTEXISTING CONTOURPROPOSED CONTOUR ASSESSORS PARCEL NUMBER: 514-012-35 THOMASGUIDE: ORANGECOUNTY 741F7FEMA FLOOD ZONE: ZONE XFEMA FLOOD MAP: 06059C0180J ( 2009)EXISTING ZONING DESIGNATION: SP90-4PROPOSED ZONING DESIGNATION:NUMBEROFPARCELS: 2EXISTING LAND USE/GENERAL PLANDESIGNATION: LOW-MEDIUM RESIDENTIALPROPOSED LAND USE/GENERALPLAN DESIGNATION:EXISTING SPECIFIC PLAN IDENTIFICATION: SP90-4PROPOSED SPECIFIC PLAN IDENTIFICATION:TOTAL GROSS AREA: 283.251 ACRESTOTAL NETDEVELOPABLE AREA: WATERAT& TTIME WARNER CABLETRASH/ RECYCLINGANAHEIM SOLID WASTE COLLECTION & DISPOSAL GASSOUTHERN CALIFORNIAGAS COMPANY( 800) 427-2200ELECTRICITYCITY OFANAHEIM(714) 765-5156CITY OFANAHEIM - PUBLIC UTILITIES( 714) 765-3300SEWERCITYOFANAHEIM - PUBLICWORKS( 714) 765-5259PHONE( 800)288-2020CABLE/ INTERNET/TELECOMMUNICATIONS( 888) TW-CABLE( 714) 765-6860 ORANGE COUNTY CEMETERY DISTRICT2571 TRABUCO ROADTIM DEUTSCH, GENERAL MANAGERORANGE COUNTY CEMETERY DISTRICT2571 TRABUCO ROADTIM DEUTSCH, GENERAL MANAGER2603 MAIN STREET, SUITE 400CARL F. TAYLOR, PE (CIVIL 30924) PROPERTY OWNERLAKE FOREST, CA 92630PHONE ( 949) 951-9102DEVELOPERLAKE FOREST, CA 92630PHONE (949) 951-9102ENGINEERHUITT-ZOLLARS INC. IRVINE CA92614PHONE ( 949) 988- LEGEND 5815 DATATABLEUTILITY PROVIDERS

PROJECT LOCATION

CUT CYFILL CY
TPM 2022-160 TOTAL12, 977,0001
MASS EXCAVATION ( CUT)5,873,200REMOVE UNSUITABLE AND RECOMPACTION3, 745,1003,745,100BUTTRESS EXCAVATION AND RECOMPACTION3, 25 PRELIMINARY EARTHWORK VOLUMES:

C-8C-9
C-5C-6C-7C-10
PRELIMINARY GRADINGPLAN / SITEPLAN C-2C-3C-4
EVENT.PACKAGE. THE ELEVATIONS / INFORMATION SHOWN ON THIS PLAN MAY BE REVISED ASPART OFTHEFINAL GRAD

KEY MAP
TITLE REPORT INFORMATION 2.THIS PRELIMINARY GRADING PLAN ISFOR REFEREN NOTES:1.FINISH FLOOR ELEVATIONS SHALL BE MIN. 1' ABOVE THE ANDANAHEIM 2PARCEL; AND RESTATED GRANT DEED;ARADIUS OF 125.00 FEET, ARADIAL LINE TO SAID POINT BEARS NORTH 88°37'46" WEST, SAID POINT ALSO HAVING ARADIUSOF 1789.94FEET, ARADIAL LINE TOSAID POINTBEARS SOUTH 81°11'08" EAST;78°31' 42" TOAPOINTOFNON-TANGENCY, ARADIAL LINE TOSAID POINTBEARS NORTH 20°17'10" EAST;DESCRIBED INTHATCERTAINGRANTDEED RECORDED JULY 24, 1951 INBOOK 2208, PAGE138, OFFICIALRECORDS OFSAID COUNTYRECORDER, SAID POINT ALSO BEING THEWESTERLYCORNER OFSAIDDESCRIBED INTHATCERTAIN AMENDED AND RESTATEDGRANTDEED RECORDEDOCTOBER 14, 1998ASINSTRUMENT NO. 19980694409OFOFFICIALRECORDS OFSAID COUNTYRECORDER;POINTALSO BEING THESOUTHEASTERLY CORNEROF PARCEL 300262- 2ASDESCRIBED INSAID AMENDEDBEING THE SOUTHERLYCORNEROFSAID PARCEL 300262- 2AND ONTHE SOUTHEASTERLY BOUNDARYOFPARCEL 1 (46540- 1) ASDESCRIBED INTHATCERTAINGRANT DEED RECORDEDMARCH 8, 1971INBOOK9563, PAGE 744OFOFFICIALRECORDSOFSAID COUNTYRECORDER;SAID SOUTHEASTERLY BOUNDARY, COURSE "( HAVING BEARING AND DISTANCE SOUTHWEST 80.00FEET"; THELAND REFERRED HEREIN BELOW SITUATED THECITY ANAHEIM THECOUNTY ORANGE,STATEOFCALIFORNIA, AND ISDESCRIBED ASFOLLOWS:THOSE PORTIONSOFBLOCKS 28AND 30OFIRVINE'SUBDIVISION, INTHECITY OFANAHEIM, COUNTY OFORANGE, STATEOFCALIFORNIA, PERMAP FILED INBOOK PAGE 88OFMISCELLANEOUSMAPS INTHE OFFICEOF THECOUNTYRECORDER OFSAID COUNTY, DESCRIBED ASWHOLE ASFOLLOWS:COC2009-00125, RECORDED FEBRUARY 16, 2010ASINSTRUMENTNO. 2010000072886 OFOFFICIALRECORDS INTHEOFFICE OFTHECOUNTYRECORDEROFSAID COUNTY; THENCEALONG THE SOUTHWESTERLY BOUNDARYOFSAID ANAHEIM PARCEL, THEFOLLOWING THREECOURSES:2.NORTHERLY AND NORTHWESTERLY ALONG SAID CURVE 2453.25 FEET THROUGH ACENTRALANGLEOF3.NORTH 47° 57'14" WEST 232.37FEET TOAPOINTONTHESOUTHEASTERLY BOUNDARYOFPARCEL 1, ASTHENCE ALONG SAID SOUTHEASTERLY BOUNDARY, THEFOLLOWING FOUR COURSES:2.SOUTH 67° 20'16" WEST 860.80FEET;3.SOUTH 33° 13'11" WEST 248.88FEET; AND4.SOUTH 71° 48'28" WEST 779.76FEET TOTHETO THEMOSTEASTERLYCORNEROF PARCEL300262- 3ASTHENCE ALONG THESOUTHEASTERLY BOUNDARY OFSAID PARCEL300262- 3,THEFOLLOWING SIXCOURSES:2.SOUTH 63° 04'06" WEST 139.60FEET;3.SOUTH 59°40'12" WEST 228.12FEET; 4.SOUTH 61'23' 52" WEST 220.49FEET;5.SOUTH 61° 21'04" WEST 212.33FEET; AND6.SOUTH 83° 19'01" WEST15. 32FEET TOTHEMOSTWESTERLYCORNEROF SAID PARCEL 300262- 3, SAIDTHENCE ALONG THESOUTHEASTERLY BOUNDARYOFSAID PARCEL 300262-2, THEFOLLOWING TWO COURSES:2.SOUTH 59°10'45"WEST 135.32FEET TOAPOINT ONA NON-TANGENTCURVECONCAVE EASTERLY HAVINGTHENCE ALONG THESOUTHEASTERLY BOUNDARYOFSAID PARCEL 1 (46540- 1), THEFOLLOWING FOURCOURSES:2.SOUTH 01° 31'34" EAST388.04FEET;SOUTH 35°15'43" WEST 129.79FEET; AND4.SOUTH 19°26'20" EAST 196.38FEET TOTHE NORTHEASTERLY TERMINUSOFTHATCERTAIN COURSEONTHENCE ALONG SAID COURSE AND ITS SOUTHWESTERLYPROLONGATION, SOUTH 70°33'40" WEST 99.77FEETTO APOINT ONANON-TANGENTCURVE CONCAVE EASTERLYHAVING ARADIUSOF1750.00FEET, ARADIAL LINETO SAID POINTBEARS SOUTH 86°33'42" WEST;THENCE SOUTHERLY ALONG SAID CURVE 242.84FEET THROUGH CENTRALANGLEOF07°57' 03" TOPOINTOFTHENCEWESTERLY ALONG SAID RADIAL LINE, 00FEET TOPOINTONNON-TANGENT CURVECONCAVETHENCE SOUTHERLY ALONG SAID CURVE 145.72FEET THROUGH CENTRAL ANGLEOF04°45'17" TO POINTOFTHENCE SOUTH 15°39'40" EAST 87.96FEET TOPOINTONNON-TANGENT CURVECONCAVEEASTERLYHAVINGA RADIUSOF 1759. 00FEET, RADIAL LINE TOSAID POINTBEARS SOUTH 71°14'25" WEST; THENCE SOUTHERLY ALONG SAID CURVE FEET THROUGH CENTRALANGLE POINTOFCOMPOUND CURVEHAVING RADIUS 217.FEET, RADIAL LINE SAID POINTBEARS SOUTHWEST; THENCE SOUTHEASTERLY ALONG SAID CURVE FEET THROUGH CENTRALANGLEOF THENCE SOUTH 40°54' 29" EAST 26. 83FEET TOTHEBEGINNING OFCURVECONCAVE SOUTHWESTERLYHAVINGARADIUSOF283.00FEET;THENCE SOUTHEASTERLY ALONG SAID CURVE 112.93FEET THROUGH ACENTRALANGLEOF22°51'47" TOA71057'18" EAST;THENCE SOUTHEASTERLY ALONG SAID CURVE 150.07FEET THROUGH ACENTRAL ANGLEOF27°07'29" TOA44°49'49" WEST; THENCE SOUTHEASTERLY ALONG SAID CURVE FEET THROUGH CENTRALANGLEOF THENCE SOUTH 46°58' 07" EAST 559.89FEET TOHE BEGINNINGOF CURVECONCAVE SOUTHWESTERLYTHENCE SOUTHEASTERLY ALONG SAID CURVE 293.57FEET THROUGH CENTRALANGLEOF17°52'30";THENCE SOUTH 29°05'37" EAST 157.76FEETTO THEBEGINNING OFACURVECONCAVE NORTHEASTERLYTHENCE SOUTHEASTERLY ALONG SAIDCURVE 449.53FEETTHROUGH ACENTRALANGLE OF50°36' 04" TOATHENCE SOUTHERLY ALONG SAID RADIAL LINE 88.01FEET;THENCE SOUTH 38°02'02" EAST 126. 13FEET;THENCENORTH 90°00'00" EAST 90. 54FEET;THENCE SOUTH 76°09'10"EAST 228. 72FEET;THENCE SOUTH 64° 57'35" EAST 271. 69FEET;THENCE SOUTH 80°39'16" EAST 260. 05FEET;THENCENORTH 16° 42'39" EAST 144. 35FEET;THENCE SOUTH 63°44'51" EAST 324. 50FEET;THENCENORTH 29° 20'11" EAST 171. 97FEET;THENCE SOUTH 62° 18'24" EAST 98. 87FEET;THENCE SOUTH EAST FEET TOTHESOUTHEASTERLY LINEOFSAID BLOCK THENCE ALONG THESOUTHEASTERLYLINEOFSAID BLOCK 28AND 30, NORTH 40°48'26" EAST 2209.96FEET TOTHE POINTOF BEGINNING.ALLDISTANCESNOTED AREGRID. TOOBTAIN GROUND DISTANCES, DIVIDE THE DISTANCESNOTED HEREINBYTHE COMBINATIONFACTOROF 99997035.CONTAINING 283.251ACRES, MORE OR LESS. LEGAL DESCRIPTIONBEGINNING AT THESOUTHERLY CORNER OFANAHEIM 2PARCEL AS SHOWNONCERTIFICATE OFCOMPLIANCE1. NORTH 04°27'59" WEST 447.67FEET TOAPOINTONANON-TANGENT CURVE CONCAVE SOUTHWESTERLY1. SOUTH 52°25'37" WEST 113.84FEET;1.SOUTH 57°49'21" WEST 135.36 FEET;1.SOUTH 83°19'01" WEST 24.62FEET; AND1.SOUTHERLY ALONG SAID CURVE 6.32FEET THROUGH A CENTRAL ANGLE OF 02°53'48";NON-TANGENCY, ARADIAL LINE TOSAID POINTBEARS SOUTH 78° 36'39" WEST;EASTERLYHAVING ARADIUS OF1756. 00FEET, ARADIAL LINE TOSAID POINTBEARS SOUTH 78°36'39" WEST;NON-TANGENCY, ARADIAL LINE TOSAID POINTBEARS SOUTH 73°51'22" WEST;POINTOF REVERSECURVEHAVING ARADIUSOF317. 00FEET, ARADIAL LINE TOSAID POINT BEARSNORTHPOINTOFCOMPOUND CURVEHAVING ARADIUSOF 759.00FEET, ARADIAL LINE TOSAID POINTBEARS SOUTHHAVING ARADIUSOF 941.00FEET;HAVING ARADIUSOF509.00FEET;POINT OF NON-TANGENCY, A RADIAL LINE TO SAID POINT BEARS SOUTH 10°18'19" WEST; 949. 988. 5815 www. huitt- zollars. com CITY OF ANAHEIM, CA Irvine, California 92614
ORANGE COUNTY CEMETERY DISTRICT 2603 Main Street, Suite 400 R314514. 01CFTMK, JHCFT1/ 29/2024
OF
GYPSUM CANYON CEMETERY fax phone/ SITE PLAN TPM 2022-160 PRELIMINARY GRADING PLAN CONSULTANT JOB #DESIGNEDDRAWNCHECKEDDATE REVISIONS DATESHEET TITLESHEET 2ND SUBMITTAL 5/23/233RD SUBMITTAL 10/13/234THSUBMITTAL 12/18/235TH SUBMITTAL 1ST SUBMITTAL 8/26/22 31591 Camino CapistranoSan Juan Capistrano, CA 92675www. RJMdesigngroup. com 949\] 493- 2690\[ 949\] 493-2600

TPMBOUNDARYCENTERLINESTORM DRAINWATER LINEJOINT TRENCH LIMITOFGRADING/WORKLIMIT OFCONSTRUCTIONPROPOSED PARCEL LINEEASEMENTEXISTING CONTOURPROPOSED CONTOUR C-8C-9
LEGEND
1 9W
4 48
1 1 7 C-5C-6C-7C-10 S 2
7 8
7 79
24' PRIVATE ROAD,PARKING ONE SIDE
0W
9 1
4 C-2C-3C-4
5 7 S
3 6
35 1
PARCEL1 W KEY MAP STORM DRAIN
57 0
3 3 PROPOSED PRIVATE 6 126.13ACRES S
6 0
3 9
1 LIMIT OF
PROPOSEDPARKING11 GRADING/ WORK 1 C
4 PROPOSED STORMDRAIN INLET
3W0
40 5
9 S
13 28
2 COLUMBARIA FUTURE
2 8
6 23
6 3W
3 4
2 61S
50 0 5 2. 0 2

LIMIT OF

GRADING/ WORK

STORM DRAIN

CALTRANS

PROPOSED PRIVATE RIGHT OF WAY
5W
0 5
2 1 TPM BOUNDARY S
6 2 34
12 2
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91 SR
ND
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949. 988. 5815 www. huitt- zollars. com CITY OF ANAHEIM, CA Irvine, California 92614
ORANGE COUNTY CEMETERY DISTRICT 2603 Main Street, Suite 400 R314514. 01CFTMK, JHCFT1/ 29/2024
OF
GYPSUM CANYON CEMETERY fax phone/ SITE PLAN TPM 2022-160 PRELIMINARY GRADING PLAN CONSULTANT JOB #DESIGNEDDRAWNCHECKEDDATE REVISIONS DATESHEET TITLESHEET 2ND SUBMITTAL 5/23/233RD SUBMITTAL 10/13/234THSUBMITTAL 12/18/235TH SUBMITTAL 1ST SUBMITTAL 8/26/22 31591 Camino CapistranoSan Juan Capistrano, CA 92675www. RJMdesigngroup. com 949\] 493- 2690\[ 949\] 493-2600

TPMBOUNDARYCENTERLINESTORM DRAINWATER LINEJOINT TRENCH LIMITOFGRADING/WORKLIMIT OFCONSTRUCTIONPROPOSED PARCEL LINEEASEMENTEXISTING CONTOURPROPOSED CONTOUR C-8C-9
LEGEND
6 81
2 2 3 L=101.11'R=331.00 17°30'05" C-5C-6C-7C-10 6
PROPOSEDPARKING W 5 6 205
4 66 TRAPEZOIDALCHANNEL0 4 5716°. 0 124 57. 5S 19 3WATER30 PRIVATE 1= 5 0 L 8 PHASE 1B' PROPOSED 7 R 3 61

CONSTRUCTION PROPOSED PRIVATESTORM DRAIN PARCEL LINE
25 TEMPORARY EROSION &EDIMENT CONTROL BASIN # 1ACCESS ROAD PRIMARYPRIVATE C-2C-3C-4 ONE SIDE STORM DRAIN 24' PRIVATE CONSTRUCTION
ROAD, PARKING LIMITS OF PHASE 1B 8 3 PROPOSED PRIVATE 5 4' LIMIT OF 9 PARCEL1' 47 8 4 0. 111 0= 30 PROPOSED PRIVATESTORM DRAIN0 1. 1= 9L0 6R 5 GRADING/ WORK R 126.13ACRES6 PROPOSEDCATCHBASIN 23 8 2 6 37 TPM BOUNDARY 32' PRIVATEACCESS ROAD 7 TYP. 5 1 6 E KEY MAP 73 6550 PROPOSEDPARKING TRENCH 92 6' DRAIN, TERRACETYP. 1S PROPOSED 2 2DOWN DRAIN, ELECT/ JOINT

STORM DRAIN
ONE SIDE BASIN CATCH24' PRIVATEPROPOSED PRIVATE 9
27 ROAD, PARKING PROPOSED R WATER PRIVATE
LIMITS OF PHASE 1BCONSTRUCTION PROPOSED
LIMITS OF PHASE 1ACONSTRUCTION0
5852
3 137. 2
290
41 3 R
L9
11 STORM DRAIN PROPOSED PRIVATE C D M N E U T RYOS
S RG N E IO D T N N U TE PHASE 1A E TRENCH D 2 4 LIMIT OF 8 1 1 PROPOSED 2 GYPSUM CREEK CONSTRUCTIONELECT/ JOINT

TPM BOUNDARY GRADING/ WORK
4 3

STORM DRAIN PROPOSED PRIVATE
PRIVATE 1 91PRIMARY 2 59
5 ACCESS ROAD E708 PHASE 1A5
6 S4 CONSTRUCTION 52
63 52

LIMIT OF

TPM BOUNDARY

GRADING/ WORK
1 2 PROPOSED

GYPSUM CREEK

PRIVATE WATER
L=23.83' CONSTRUCTION R=759.02= 1°47'56"
R=317.01 L=150.08' LIMITS OF PHASE 1A 27°07'29"
949. 988. 5815 www. huitt- zollars. com CITY OF ANAHEIM, CA Irvine, California 92614
ORANGE COUNTY CEMETERY DISTRICT 2603 Main Street, Suite 400 R314514. 01CFTMK, JHCFT1/ 29/2024
OF
GYPSUM CANYON CEMETERY fax phone/ SITE PLAN TPM 2022-160 PRELIMINARY GRADING PLAN CONSULTANT JOB #DESIGNEDDRAWNCHECKEDDATE REVISIONS DATESHEET TITLESHEET 2ND SUBMITTAL 5/23/233RD SUBMITTAL 10/13/234THSUBMITTAL 12/18/235TH SUBMITTAL 1ST SUBMITTAL 8/26/22 31591 Camino CapistranoSan Juan Capistrano, CA 92675www. RJMdesigngroup. com 949\] 493- 2690\[ 949\] 493-2600

TPMBOUNDARYCENTERLINESTORM DRAINWATER LINEJOINT TRENCH LIMITOFGRADING/WORKLIMIT OFCONSTRUCTIONPROPOSED PARCEL LINEEASEMENTEXISTING CONTOURPROPOSED CONTOUR C-8C-9
LEGEND
1 2
12W
21 65N W C-5C-6C-7C-10 4 6 1 4 75 42 7 PARCEL LINE
232
3 TPM BOUNDARY 8 N 41
5 2
1W
4 0
STORM DRAIN2
N7 1 4 2 6 4 PROPOSED PRIVATE 2 5 C-2C-3C-4 8
8W2
28 52 W S 1
9 24 7 3 224' PRIVATEROAD
11 65S
4 9 0 1 9 1 1
1 C KEY MAP
8 2
1 2
1% W 1 2 0 2 2
5 0 0 S 71
7 5
9 2
2 1 6
9 1 5: 2 PARCEL2 7W1 9 7
4 6
5 1STORMDRAIN S5 2 157.15ACRES 95
63 PROPOSED PRIVATE 2 7 1
8 1 62
5 W 7 64 80 5° 53S 24 9 6 51 2
5 1 2 6' DRAIN, TERRACETYP. 6 LIMIT OF
0W7W
18' TERRACEDRAIN, TYP. 09% 16 2' 5 17 7GRADING/WORK 6 46 S 5 S 1 2: 6% TPM BOUNDARY 127 8 6TYP. DOWN DRAIN, 0 5 PARCEL LINE 6 1 8 5 6
5 6 W7 0 13 62 S 1 5: 0 2% 8 68 21 1 2 TRAPEZOIDALCHANNEL 7 6 W0 7 4 4 0 43 PROPOSED PRIVATESTORM DRAINS
5 50 261
6 6
6 W5 2 3 1 13PARCEL LINE1 S 152' 3 1 8 2 1 2 W8 3' 7 2 50 2S 6 0 8 56 1 2 5% 6
5 6 1 PARCEL LINE 2 TRAPEZOIDALCHANNEL TPM BOUNDARY
6 LIMIT OF

PROPOSED PRIVATESTORM DRAIN

GRADING/ WORK
5 5 1TRAPEZOIDALCHANNEL 2
W20 PARCEL1 31 33S 98 5 842 126.13ACRES 5
2 24' PRIVATEONE SIDE ROAD, PARKING PROPOSED PRIVATESTORM DRAIN 6 PROPOSED PRIVATESTORM DRAIN LIMIT OF
3 25 6

PROPOSEDPARKING

GRADING/ WORK
8 6 32
8 PROPOSED PRIVATESTORM DRAIN 6
56 24' PRIVATE ROAD,PARKING ONE SIDE 2R
2 1

CONSTRUCTION TPM BOUNDARY
LIMITS OF PHASE 1B
3 PHASE 1B 60 R 6 CONSTRUCTION STORM DRAIN PROPOSED PRIVATE 2 3 8 8 FUTURE 6

COLUMBARIA
19W
8 24' PRIVATE ROAD, PARKING ONE SIDE 4 4
7% 1
1 8
S
9 7
7 PROPOSED PRIVATESTORM DRAIN 7

PARKING

PROPOSED

EXISTINGSTREET LIGHT
6 2
1PROPOSED 9

CATCH BASIN R
2 4 3 STORM DRAIN 24' PRIVATE ROAD, PARKING ONE SIDE

PROPOSED PRIVATE
1 P8 9 6 M R A S 1 R 0
SR91 ORN2
4 PARKING TPM BOUNDARY 6 PROPOSED EXISTINGSTREET LIGHT
2 1
8 23
6 949. 988. 5815 www. huitt- zollars. com CITY OF ANAHEIM, CA Irvine, California 92614
ORANGE COUNTY CEMETERY DISTRICT 2603 Main Street, Suite 400 R314514. 01CFTMK, JHCFT1/ 29/2024
OF
GYPSUM CANYON CEMETERY fax phone/ SITE PLAN TPM 2022-160 PRELIMINARY GRADING PLAN CONSULTANT JOB #DESIGNEDDRAWNCHECKEDDATE REVISIONS DATESHEET TITLESHEET 2ND SUBMITTAL 5/23/233RD SUBMITTAL 10/13/234THSUBMITTAL 12/18/235TH SUBMITTAL 1ST SUBMITTAL 8/26/22 31591 Camino CapistranoSan Juan Capistrano, CA 92675www. RJMdesigngroup. com 949\] 493- 2690\[ 949\] 493-2600

TPMBOUNDARYCENTERLINESTORM DRAINWATER LINEJOINT TRENCH LIMITOFGRADING/WORKLIMIT OFCONSTRUCTIONPROPOSED PARCEL LINEEASEMENTEXISTING CONTOURPROPOSED CONTOUR C-8C-9
LEGEND
1 2
2 C-5C-6C-7C-10 1
24' PRIVATEROAD

SHELTER
PROPOSED COMMITTAL 24' PRIVATEROAD 1: 2 4' 2
2 1 2 C-2C-3C-4
1: 2
2 3
2 KEY MAP

PROPOSED PRIVATESTORM DRAIN
24' PRIVATEROAD
2 FUTURECOLUMBARIA

PROPOSED

STORM DRAIN
24' PRIVATEROAD FUTURECOLUMBARIA
2 1

STORM DRAIN
2 4

PROPOSED PRIVATE
1 STORM DRAIN

STORM DRAIN PROPOSED PRIVATE
FUTURE

PROPOSED PRIVATE

COLUMBARIA
2 C
1 1
2 2
PARCEL2 1: 2 157.15ACRES 7
7 6' DRAIN, TERRACETYP. 5% 18' TERRACEDRAIN, TYP. 9%
1: 2
S20°27'38"W165.80'
7 6 6 E142.08' S0°55'39" DOWN DRAIN,TYP. W95 2 2 8 S 8 8. 14' 76% 1 6 1W62 8% E" 059" 49 6° 0' S 70 1 2S 6 1 1: 8 2 71 1 2 1 2 7 5 6 W PARCEL LINE" 8 5 4 4 2 1 PARCEL LINES 5% 63. 7 6 18 8%: 1 2 7 6% 1: 2 5%
W5 8 1 41 0 2S 1 4 5. 9 2:1 7 6 1
7 7 7 7% W 2"E143.32'" 5 S1°08'0' 3 3° 7 S 5 3. 9 71 5% 6% 55 6. 9 E 1" 0 54 S6 9 2:1
5 PARCEL LINE
5 1: 2
6 1 2
7 PARCEL LINE
5% 5 PROPOSED PRIVATESTORM DRAIN1 2
1 2 PROPOSED PRIVATESTORM DRAIN
PROPOSEDPARKING LOT 6 6
7 STORM DRAIN PROPOSED PRIVATE'
19 4 5% 5% R 2 5 3. 0
4 2:1
PROPOSED PRIVATESTORM DRAIN 3 3 8' 6

ONE SIDE
24' PRIVATE CONSTRUCTION
ROAD, PARKING LIMITS OF PHASE 1B
2 CONSTRUCTION
3 LIMIT OF PHASE 1B

PROPOSED PRIVATESTORM DRAIN

SECONDARY ACCESSROAD ( PRIVATE) PROPOSEDCATCH BASIN
6 6 FUTURE
R3
24' PRIVATE ROAD,PARKING ONE SIDE 5PROPOSED PRIVATESTORM DRAIN STORM DRAIN PROPOSED PRIVATE COLUMBARIAPROPOSEDPRIVATE WATER 6 6
1 3
2 3
2 8
6' 8 PARCEL1 6

PARKING
PROPOSED 126.13ACRES PHASE 1B 4PROPOSEDPARKING 06 1 PROPOSED PRIVATESTORM DRAIN CONSTRUCTION R3 05 PROPOSED PRIVATESTORM DRAIN1 R
6 BUILDING23
6 PROPOSED FUTURE% 8 5
8 ADMINISTRATION COLUMBARIA
5 SECONDARY ACCESS 8ROAD (PRIVATE)
FUTURE COLUMBARIA 8
6 3 20 3 6 R 01
452R
949. 988. 5815 www. huitt- zollars. com CITY OF ANAHEIM, CA Irvine, California 92614
ORANGE COUNTY CEMETERY DISTRICT 2603 Main Street, Suite 400 R314514. 01CFTMK, JHCFT1/ 29/2024
OF
GYPSUM CANYON CEMETERY fax phone/ SITE PLAN TPM 2022-160 PRELIMINARY GRADING PLAN CONSULTANT JOB #DESIGNEDDRAWNCHECKEDDATE REVISIONS DATESHEET TITLESHEET 2ND SUBMITTAL 5/23/233RD SUBMITTAL 10/13/234THSUBMITTAL 12/18/235TH SUBMITTAL 1ST SUBMITTAL 8/26/22 31591 Camino CapistranoSan Juan Capistrano, CA 92675www. RJMdesigngroup. com 949\] 493- 2690\[ 949\] 493-2600

TPMBOUNDARYCENTERLINESTORM DRAINWATER LINEJOINT TRENCH LIMITOFGRADING/WORKLIMIT OFCONSTRUCTIONPROPOSED PARCEL LINEEASEMENTEXISTING CONTOURPROPOSED CONTOUR C-8C-9 C-10
LEGEND
1 5' 5 22 1TPMBOUNDARY 6 C-5C-6C-7 49 E 6 7 23 2 BASIN # 2' 8 PRIVATE 4 PRIMARY 40 NPROPOSEDRELOCATION OF50'PIPELINE EASEMENT( QUESTAR) 25 ACCESS ROAD
2 TEMPORARY EROSION SEDIMENT CONTROL
50 2
D 0 STORM DRAIN PROPOSED PRIVATE EN 1 I 2 D S N A C-2C-3C-4 TEBN X STORM DRAIN EOI RNYT E D ET
PROPOSED PRIVATE 6 D 73 R
24'
ROAD
2 PRIVATE
5 KEY MAP 01
4 TRENCH PROPOSEDELECT/ JOINT 20

40.94' D M N E 7 U T 8 S. RY8
O S76°31'32"E 9 S RNG E E I" O N T4D 0N2U 70 E 8 7 T 1 5 E 4° 1 D2 6 6 S 41 8 9 STORM DRAIN 1 71 E 11 GRADING/ WORK LIMIT OF0 2 PROPOSED PRIVATE9 2 N 1 24' PRIVATEROAD

STORM DRAIN

PROPOSED PRIVATE
2 4

QUESTAR) PROPOSED
1 RELOCATION OF 50' PIPELINE EASEMENT 1 2 2 5
1 24
3 STORM DRAIN
E 2 51
4 PROPOSED PRIVATE 4
63S

ACCESS ROAD PRIMARYPRIVATE

PROPOSED

PRIVATE WATER

TPM BOUNDARY
53 84 4 1 E 9 3' 2 4 6 1 N 2
PARCEL2 1 221
0 1 157.15ACRES 5 2 48°33'26" 6 3 L=13.84'R=16.33 SECONDARY ACCESSROAD ON SLOPE( PRIVATE) 5 2 6 108
0 PARCEL LINE6
E
2 6' DRAIN, TERRACETYP. 1 18' TERRACEDRAIN, TYP. 6 2 TYP. DOWN DRAIN, 0 3
9 1
S
8 1 2
10 0 WATER PROPOSEDPRIVATE 2 23°44'36"

55.10' L=243.94'R=588.66

PARCEL LINE
S22°40'30"W
1 2
8 0 1
0 1 4°53'12"
L=68.49'R=803.08 1 2

GRADING/ WORK LIMIT OF
1 QUESTAR) PROPOSEDRELOCATION OF 50'PIPELINE EASEMENT PARCEL LINE2 W4 5 2 4 4 1% 9 S 2 CONSTRUCTION 6. LIMITS OF PHASE 1B 0 1. 76 1% 67 93E 52 51 S4 201 7 211
2 7
5E 7
7 3
5 8
4 PARCEL LINE PARCEL LINE6
1S9 8' 0 0 04 26SECONDARY 6 PRIVATE 3PRIMARY 4
60427 SLOPE ( PRIVATE) 3 ACCESS ROAD ON 4 1= 2 ACCESS ROAD L R
X LE P MOC ECNANET IN A MERUT 1 UF: 221

PROPOSEDELECT/ JOINT TRENCH PROPOSED PRIVATESTORM DRAIN

CHANNEL
TRAPEZOIDAL PROPOSEDPRIVATE WATER 3 6
STORM DRAIN 7
3 SEWAGE. 8 1 2 PROPOSED 2 PROPOSED PRIVATE 2 E 3HOLDING TANK SYSTEM0 1 WETLAND' MODULAR
6TPM
0 9 BOUNDARY 6 7 ACCESS ROAD PRIMARYPRIVATE S PARCEL LINE PROPOSED PRIVATESTORM DRAIN 3 26 R 3

PROPOSEDCATCH BASIN
0' 0 R4 1
1 PARKING PHASE 1B PROPOSED 8 CONSTRUCTION 1 24' PRIVATE ROAD,PARKING ONE SIDE 2

STORM DRAIN
GYPSUM CREEK 920540 PROPOSED PRIVATE 761 3: 0
3 425
3 5
5 N90°00'00"E90.55' LR
5 3
5 24' PRIVATE ROAD,PARKING ONE SIDE TRAPEZOIDALCHANNEL
5 PARCEL1 STORM DRAIN
5 2
63 PROPOSED PRIVATE 5 2 126.13
CONSTRUCTIONN61°
ACRES
25'40"W35.56'

88.01' LIMITS OF PHASE 1B 5 126.13'
6 PROPOSEDPRIVATE WATER 86 S10°18'19"W S38°02'02"E
6 0
16 2 83704. 1° 79 0" 150 105 3 TPM BOUNDARY 35 600 TRENCH 30L1= 1=
R L3 PROPOSED R7ELECT/JOINT 1
949. 988. 5815 www. huitt- zollars. com CITY OF ANAHEIM, CA Irvine, California 92614
ORANGE COUNTY CEMETERY DISTRICT 2603 Main Street, Suite 400 R314514. 01CFTMK, JHCFT1/ 29/2024
OF
GYPSUM CANYON CEMETERY fax phone/ SITE PLAN TPM 2022-160 PRELIMINARY GRADING PLAN CONSULTANT JOB #DESIGNEDDRAWNCHECKEDDATE REVISIONS DATESHEET TITLESHEET 2ND SUBMITTAL 5/23/233RD SUBMITTAL 10/13/234THSUBMITTAL 12/18/235TH SUBMITTAL 1ST SUBMITTAL 8/26/22 31591 Camino CapistranoSan Juan Capistrano, CA 92675www. RJMdesigngroup. com 949\] 493- 2690\[ 949\] 493-2600

TPMBOUNDARYCENTERLINESTORM DRAINWATER LINEJOINT TRENCH LIMITOFGRADING/WORKLIMIT OFCONSTRUCTIONPROPOSED PARCEL LINEEASEMENTEXISTING CONTOURPROPOSED CONTOUR C-8C-9
LEGEND
C-5C-6C-7C-10
C-2C-3CKEY4
MAP

EXISTINGDRAINAGE

EXISTINGDRAINAGE

EXISTINGDRAINAGE

TPMBOUNDARY

LIMIT OFGRADING/ WORK
34 71
60200
791L7' 1 150 1 R CHANNEL 6

C TRAPEZOIDAL
2 EXISTINGDRAINAGE

EXISTINGDRAINAGE
PARCEL2 TPMBOUNDARY
157.15ACRES

STORM DRAIN PROPOSED PRIVATE

EXISTINGDRAINAGE
1 24'PRIVATEROAD
5LIMIT W OFGRADING/WORK 3 34 23S 7 2 714 63605
227 3496' 8082
FUTURE 1L1EXISTINGDRAINAGE 2

R COLUMBARIA
6' TERRACEDRAIN
PARCEL LINE 1
18' TERRACEDRAIN
2 N54°30'16"W 111.32'
2 1
2 PARCEL LINE
DOWN DRAIN, TYP. STORM DRAIN
N65°21'12"W142.46' 1 2 TPMBOUNDARY 232.38' N47°57'14"W PARCEL1 PROPOSED PRIVATE 12 12 1 126.13 2ACRES
949. 988. 5815 www. huitt- zollars. com CITY OF ANAHEIM, CA Irvine, California 92614
ORANGE COUNTY CEMETERY DISTRICT 2603 Main Street, Suite 400 R314514. 01CFTMK, JHCFT1/ 29/2024
OF
GYPSUM CANYON CEMETERY fax phone/ SITE PLAN TPM 2022-160 PRELIMINARY GRADING PLAN CONSULTANT JOB #DESIGNEDDRAWNCHECKEDDATE REVISIONS DATESHEET TITLESHEET 2ND SUBMITTAL 5/23/233RD SUBMITTAL 10/13/234THSUBMITTAL 12/18/235TH SUBMITTAL 1ST SUBMITTAL 8/26/22 31591 Camino CapistranoSan Juan Capistrano, CA 92675www. RJMdesigngroup. com 949\] 493- 2690\[ 949\] 493-2600

TPMBOUNDARYCENTERLINESTORM DRAINWATER LINEJOINT TRENCH LIMITOFGRADING/WORKLIMIT OFCONSTRUCTIONPROPOSED PARCEL LINEEASEMENTEXISTING CONTOURPROPOSED CONTOUR C-8C-9
LEGEND
C-5C-6C-7C-10
C-2C-3CKEY4
MAP
C
1 1

TPM BOUNDARY

TPMBOUNDARY
TPMBOUNDARY' 37453L2 W 59 27 N4 07.39' 6
783142
R179044
1 2
TPMBOUNDARY 1: 2

LIMIT OFGRADING/ WORK
EXISTINGDRAINAGE DOWN DRAIN,TYP.
2 17 8 3 26
1 E 09
48 GRADING/ WORK LIMIT OF 4° 1 04N
9 1 GRADING/ WORK2 LIMIT OF
1 1 DRAIN, TYP. 18' TERRACE 6' TERRACEDRAIN, TYP.
1 2 8
9 1 2% 7
1% 8 2
6 12
1 1 2 2
7 6 1 STORM DRAIN 2
1: 2 PRPOSED PRIVATE
CHANNEL 1: 2 1 2 TRAPEZOIDAL 6
CHANNEL 5
TRAPEZOIDAL 1 2
6 5
5 5
2 2
5 1 2

CHANNEL

TRAPEZOIDAL CHANNEL

PROPOSEDADMINISTRATIONBUILDING TRAPEZOIDAL
2 FUTURECOLUMBARIA STORM DRAIN PROPOSED PRIVATE
3PROPOSED PRIVATESTORM DRAIN 2 PARCEL2
157.15ACRES AREA STORM DRAINFUTUREASSEMBLY

PROPOSED PRIVATE

PROPOSED MAINENTRY/ UPPER PAD( PRIVATE)
2 24' PRIVATEROAD
FUTURE
24' PRIVATEROAD
1 COLUMBARIA PROPOSED PRIVATESTORM DRAIN
1 2
4 FUTURE
A
K

COLUMBARIA
BR
E
FUTURE
RAD
E

COLUMBARIA G
1 PROPOSED PRIVATESTORM DRAIN1 FUTURE
COLUMBARIA1 1

STORM DRAIN
24 PROPOSED PRIVATE
949. 988. 5815 www. huitt- zollars. com CITY OF ANAHEIM, CA Irvine, California 92614
ORANGE COUNTY CEMETERY DISTRICT 2603 Main Street, Suite 400 R314514. 01CFTMK, JHCFT1/ 29/2024
OF
GYPSUM CANYON CEMETERY fax phone/ SITE PLAN TPM 2022-160 PRELIMINARY GRADING PLAN CONSULTANT JOB #DESIGNEDDRAWNCHECKEDDATE REVISIONS DATESHEET TITLESHEET 2ND SUBMITTAL 5/23/233RD SUBMITTAL 10/13/234THSUBMITTAL 12/18/235TH SUBMITTAL 1ST SUBMITTAL 8/26/22 31591 Camino CapistranoSan Juan Capistrano, CA 92675www. RJMdesigngroup. com 949\] 493- 2690\[ 949\] 493-2600

TPMBOUNDARYCENTERLINESTORM DRAINWATER LINEJOINT TRENCH LIMITOFGRADING/WORKLIMIT OFCONSTRUCTIONPROPOSED PARCEL LINEEASEMENTEXISTING CONTOURPROPOSED CONTOUR C-8C-9 C-10
LEGEND
C-5C-6C-7
C-2C-3CKEY4
MAP

TPMBOUNDARY
1 2

LIMIT OFGRADING/ WORK
6' TERRACEDRAIN, TYP.
78 3621 TYP. DOWN DRAIN, E90 3 84 04N
3 TPMBOUNDARY
5 1 2

WATER PROPOSEDPRIVATE

STORM DRAIN

PROPOSED PRIVATE

TRENCH PROPOSEDELECT/ JOINT
25 63 X LE MPROPOSEDRELOCATION P OF50'PIPELINE EASEMENT( QUESTAR) OC 25 EC AN PRIVATE NPRIMARY LIMIT OFGRADING/ WORK ET INAM ACCESS ROAD E 1 UR 1 5 T 1- U PARCEL2 6 TPM BOUNDARY F 4 C 9 E72 28 4 0 157.15ACRES 4N

PROPOSEDPRIVATEWATER
2 STORM DRAIN
1 SEWAGE2

PROPOSED PRIVATEPROPOSED

HOLDING TANK PROPOSEDELECT/ JOINTTRENCH
TEMPORARY EROSION& SEDIMENT CONTROLBASIN # 2 PROPOSEDRELOCATION OF 50'PIPELINE EASEMENT( QUESTAR) 24' PRIVATEROAD 4 STORM DRAIN 12

PROPOSED PRIVATE
949. 988. 5815 www. huitt- zollars. com CITY OF ANAHEIM, CA Irvine, California 92614
ORANGE COUNTY CEMETERY DISTRICT 2603 Main Street, Suite 400 R314514. 01CFTMK, JHCFT1/ 29/2024
OF
CROSS GYPSUM CANYON CEMETERY SECTIONS fax phone TPM 2022-160 CONSULTANT JOB #DESIGNEDDRAWNCHECKEDDATE REVISIONS DATESHEET TITLESHEET 2ND SUBMITTAL 5/23/233RD SUBMITTAL 10/13/234THSUBMITTAL 12/18/235TH SUBMITTAL 1ST SUBMITTAL 8/26/22 31591 Camino CapistranoSan Juan Capistrano, CA 92675www. RJMdesigngroup. com 949\] 493- 2690\[ 949\] 493-2600

TPM BOUNDARY
PARCEL 2
6' TERRACEPROPOSED GRADE TPM BOUNDARYPROPOSED GRADE

PROPOSEDPARCEL LINE

LIMIT OF GRADING/ WORK
6' TERRACE

ROADWAY
SCALE: 100SCALE: 100SCALE: 100SCALE: 100 EXISTING GROUND DATUM: 500.00DATUM: 300.00DATUM: 500.00DATUM: 300.00LIMIT OFGRADING/ WORK SECTION E-E (1) SECTION F-F (1) SECTION G-G (1) SECTION H-H (1)

TPM BOUNDARY

EXISTING GROUND
TYP.)
LIMIT OF GRADING/ WORK 18' TERRACE PARCEL 1 PROPOSED GRADE

EXISTING GROUND
EXISTING GROUND 6' TERRACE
TYP.)

PROPOSED GRADE
18' TERRACE

TPM BOUNDARY
PARCEL 2

COLUMBARIA

EXISTING GROUND

SIDEWALK

PROPOSED GRADE

SIDEWALK

PROPOSED

PARCEL LINE

ROADWAY
PROPOSED GRADE EXISTING GROUND ROADWAY SCALE: 100SCALE: 100SCALE: 100SCALE: 100 6' TERRACE DATUM: 200.00DATUM: 300.00DATUM: 300.00DATUM: 400.00 SECTION A-A (1) SECTION B-B (1) SECTION C-C (1) SECTION D-D (1)

PROPOSED GRADE

SIDEWALK

SIDEWALK TPM BOUNDARY EXISTING GROUND

LIMIT OF GRADING/ WORK
LIMIT OF EXISTING GROUND PARCEL 1

GRADING/ WORK LIMIT OF LIMIT OF GRADING/ WORK

GRADING/ WORK
TPM BOUNDARY TYP.)
TYP.)
18' TERRACE
18' TERRACE

TPMBOUNDARY

PROPOSED GRADE
949. 988. 5815 www. huitt- zollars. com CITY OF ANAHEIM, CA Irvine, California 92614
ORANGE COUNTY CEMETERY DISTRICT 2603 Main Street, Suite 400 R314514. 01CFTMK, JHCFT1/ 29/2024
OF
GYPSUM CANYON CEMETERY SECTIONS fax phone TPM 2022-160 ROAD TYPICAL CONSULTANT JOB #DESIGNEDDRAWNCHECKEDDATE REVISIONS DATESHEET TITLESHEET 2ND SUBMITTAL 5/23/233RD SUBMITTAL 10/13/234THSUBMITTAL 12/18/235TH SUBMITTAL 1ST SUBMITTAL 8/26/22 31591 Camino CapistranoSan Juan Capistrano, CA 92675www. RJMdesigngroup. com 949\] 493- 2690\[ 949\] 493-2600 4" ROLLED CURBAND GUTTER 2
2'
VAR.

AC OVER AB PAVEMENT
24' 2
30'
6" CURB
6'
CL
6'
6" CURB
30'
24' 2
MAIN ENTRY/ UPPER PAD (PRIVATE) 2' PAVEMENT AC OVER AB
VAR. 2

AND GUTTER
4" ROLLED CURB
4" ROLLED CURBAND GUTTER 4" CURB AND GUTTER 2 6' 2
VAR.

AND GUTTER 4" ROLLED CURB 2' 2 2'
2'
VAR.
12'
2 16'
12'%
2 CL2
CCLL 48' 24' 32'
2 10.5' 12' LANE
2 2 12'
16'
8' 3'
2'
2 PARKING GUTTER PARALLEL
2' 2'
VAR. 2 LONGITUDINAL
6'
VAR. 2 2 TYPICAL 24' PRIVATE ROAD AND GUTTER TYPICAL32' PRIVATEACCESS ROAD 4" ROLLED CURB

AND GUTTER
4" ROLLED CURBTYPICAL 24' PRIVATE ROADPARKING ONESIDE 4" CURB AND GUTTER TY
P
15'
2 UTILITY ZONE
25'
P WATER ( 3)
TY
7'
2PROP. PRIVATE PKWY
10'
43'

TREE ZONE

0.88'
1 2 1.5' P 18'
TY
29' - VARIES 3' 2 3.67'
P 18'
TY
14'
2 0.33'
ONE LANE INBOUNDPROP. ELECT /JOINT TRENCH 4'
VAR.
6" CURB ( TYP.) 86'

26.55' 2 20'4'
VAR. 58' - VARIES
2 TY
P
18'
TY
P
2'
18' 2 2
12 PRIVATE ACCESS ROAD ONE LANE OUTBOUND
29' - VARIES
43' DIVIDED PRIVATE ACCESS ROAD 10'
P 7'

TY TREE ZONE PKWY
2 6" CURB ( TYP.) STORM DRAIN PROP. PRIVATE
5' 25'
PRIVATESECONDARY ACCESS ROADONSLOPE 6" CURB ( TYP.)
TY
P
15'
2 10'

UTILITY ZONE

TPM 2022-160 WATER STUDY

PROPOSED WATER LAYOUT

TPM BOUNDARY

TPM BOUNDARY
PARCEL 2 157.15AC
PROPOSED10 INCH FIREPROPOSED 3INCH DOMESTIC 9
1 PARCEL 1 126.13AC SR
PROPOSED 10 INCH IRRIGATION

TPM BOUNDARY
PROPOSED 8INCH IRRIGATION
PROPOSED 3INCH DOMESTIC ANDPROPOSED DOMESTIC10INCH FIRE

FOR FIRE, IRRIGATION THREE PUMP STATIONS

DR NOYNAC MUSPYG

D R N OY N A C MUS PY G

TPM BOUNDARY
R
D
PROPOSED10 INCH FIRE ON
AN
Y
PROPOSED 20 INCH WATER
AC
N PROPOSED 3INCH DOMESTIC A PROPOSED 12 INCH IRRIGATION N
TA
S
A
14S RS

PROPOSED WATER LAYOUT
V
E
A
A
A
LM
A
P
E
L
R
9 1
S
PROPOSED 20 INCH WATER PROPOSED WATER EASEMENT
3" DOMESTIC SERVICE 12" IRRIGATION SERVICE
3" DOMESTIC SERVICE 12" IRRIGATION SERVICE
5 5
PMP-1
R-1

TPM BOUNDARY
10" FIRE SERVICE
PRIVATE WATER MAINPUBLIC WATER MAINPROPOSED WATER MAINEISTING WATER MAIN PROPOSED 20-INCH WATER 10" FIRE SERVICE BACKFLOW ASSEMBLY DETECTOR ASSEMBLY BACKFLOW ASSEMBLY 10" FIRE DOUBLE CHECK 3" DOMESTIC METER AND 6" IRRIGATION METER AND EISTING 30-INCH WATER
LEGEND
TPM 2022-160 WATER STUDY
MA DAY + 2000 GPM

FIRE FLOW AT LOWER PAD

TPM BOUNDARY
45 gpmJ- 12TPM BOUNDARY J-1153 psi650. 00 t65 psi0 gpm650. 00 t 650. 00 t M.D.D. 1150 gpmJ-1064 psi 1,150 gpm
PARCEL 2 157.15AC
RHAA DESIGN DATED 7/27/23 PEAK DEMAND PREPARED BY

DEMAND BASED ON IRRIGATION
PROPOSED10 INCH FIREPROPOSED 3INCH DOMESTIC D10. 0 inC120. 0V8. 17 t/sHEADLOSS0. 026 t/tD3. 0 inC120. 0V2. 02 t/sHEADLOSS0. 008 t/t 9 1 PARCEL 1 126.13AC SR
J-853 psi45 gpm500. 00 t J-941 psi2, 000 gpm500. 00 t
PROPOSED 10 INCH IRRIGATION D10. 0 inV4. 70 t/sHEADLOSS0. 009 t/t C120. 0 J-764 psi703 gpm500. 00 t 457. 00 t J-577 psi0 gpm
J-490 psi0 gpm457. 00 t
D8. 0 in V4. 49 t/sHEADLOSS0. 011 t/t C120. 0
t DESIGN DATED 9/29/23 TPM BOUNDARY
0 8
t
DEMAND BASED ON SHEETS0 IRRIGATION M.D.D. 703 gpm J-679 psi0 gpm457. 00 t0 L-5.01-02PREPARED BY GLASIR S s PROPOSED 8 INCH IRRIGATION/ S t O i. n0 L 2 0 00 D 2. A 312 E CVH PROPOSED 3 INCH DOMESTICD D10. 0 in C120. 0V0. 00 t/sHEADLOSS0. 000 t/t ANDPROPOSED DOMESTIC10INCH FIRE J-30 gpm407. 00 t 118 psi

FOR FIRE, IRRIGATION THREE PUMP STATIONS

DR NOYNAC MUSPYG

D R N OY N A C MUS PY G

TPM BOUNDARY
R
D
PROPOSED10 INCH FIRE NV8.17t/sHEADLOSS0.026t/t D10. 0 inC120. 0 N
YO
A PROPOSED 20 INCH WATER
AC
N PROPOSED 3INCH DOMESTIC D3. 0 inC120. 0V4. 04 t/s HEADLOSS0. 029 t/t A PROPOSED 12 INCH IRRIGATIONV5. 26 t/s D12. 0 inC120. 0HEADLOSS0. 009 t/t N
TA
S
A
t
3 t
n 0 i s 0 0 t 0 5 0 14S RS 02 3 2 1 0 S 4 S DC O V
AD
L
H
E
MAIMUM DAY + 2000GPM FIRE FLOW ATLOWER PAD
V
E
A
A
A
LM KINDRED COMMUNITY CHURCH17. 78ACM.D.D. 9.64 gpmDEMAND BASEDONUSAGE DATARECEIVEDFROM ANAHEIM PUBLIC UTILITIES WATERDEPARTMENT DATED 9/25/23 P J-2428. 00 t 114 psi10 gpm LA E
R
9 1
S
PROPOSED 20 INCH WATER PROPOSED WATER EASEMENT
3" DOMESTIC SERVICE 12" IRRIGATION SERVICE
3" DOMESTIC SERVICE 12" IRRIGATION SERVICE
t
t ni3 0 50 s 0 0 t 5 0 0 2 2 4 1 0 S D 4 CSO V D
L
E
A H
5 J-10 gpm448. 00 t 110 psi PMP-1
R-1

TPM BOUNDARY
10" FIRE SERVICE
PRIVATE WATER MAINPUBLIC WATER MAINPROPOSED WATER MAINEISTING WATER MAIN PROPOSED 20-INCH WATER 10" FIRE SERVICE BACKFLOW ASSEMBLY DETECTOR ASSEMBLY BACKFLOW ASSEMBLY 10" FIRE DOUBLE CHECK 3" DOMESTIC METER AND 6" IRRIGATION METER AND 16,843 GPM FLOW AT 20 PSI
CONNECTION TO EISTING SYSTEM EISTING 30-INCH WATER
BASED ON 117 PSI STATIC PRESSURE AND MODELED WITH THREE-POINT PUMP CURVE LEGEND
TPM 2022-160 WATER STUDY
MA DAY + 2000 GPM

FIRE FLOW AT UPPER PAD

TPM BOUNDARY
45 gpmJ- 1229 psi2, 000 gpmTPM BOUNDARY J-1153 psi650. 00 t650. 00 t 650. 00 t M.D.D. 1150 gpmJ-1064 psi 1,150 gpm
PARCEL 2 157.15AC
RHAA DESIGN DATED 7/27/23 PEAK DEMAND PREPARED BY

DEMAND BASED ON IRRIGATION
PROPOSED10 INCH FIREPROPOSED 3INCH DOMESTIC D10. 0 inC120. 0V0. 00 t/sHEADLOSS0. 000 t/tD3. 0 inC120. 0V2. 02 t/sHEADLOSS0. 008 t/t 9 1 PARCEL 1 126.13AC SR
J-853 psi45 gpm500. 00 t J-960 psi0 gpm500. 00 t
PROPOSED 10 INCH IRRIGATION D10. 0 inV4. 70 t/sHEADLOSS0. 009 t/t C120. 0 J-764 psi703 gpm500. 00 t 457. 00 t J-577 psi0 gpm
J-490 psi0 gpm457. 00 t
D8. 0 in V4. 49 t/sHEADLOSS0. 011 t/t C120. 0
t DESIGN DATED 9/29/23 TPM BOUNDARY
0 8
t
DEMAND BASED ON SHEETS0 IRRIGATION M.D.D. 703 gpm J-679 psi0 gpm457. 00 t0 L-5.01-02PREPARED BY GLASIR S s PROPOSED 8 INCH IRRIGATION/ S t O i. n0 L 2 0 00 D 2. A 312 E CVH PROPOSED 3 INCH DOMESTICD D10. 0 in C120. 0V8. 17 t/sHEADLOSS0. 026 t/t ANDPROPOSED DOMESTIC10INCH FIRE J-30 gpm407. 00 t 118 psi

FOR FIRE, IRRIGATION THREE PUMP STATIONS

DR NOYNAC MUSPYG

D R N OY N A C MUS PY G

TPM BOUNDARY
R
D
PROPOSED10 INCH FIRE NV8.17t/sHEADLOSS0.026t/t D10. 0 inC120. 0 N
YO
A PROPOSED 20 INCH WATER
AC
N PROPOSED 3INCH DOMESTIC D3. 0 inC120. 0V4. 04 t/s HEADLOSS0. 029 t/t A PROPOSED 12 INCH IRRIGATIONV5. 26 t/s D12. 0 inC120. 0HEADLOSS0. 009 t/t N
TA
S
A
t
3 t
n 0 i s 0 0 t 0 5 0 14S RS 02 3 2 1 0 S 4 S DC O V
AD
L
H
E
MAIMUM DAY + 2000 GPM FIRE FLOW ATUPPER PAD
V
E
A
A
A
LM KINDRED COMMUNITY CHURCH17. 78ACM.D.D. 9.64 gpmDEMAND BASEDONUSAGE DATARECEIVEDFROM ANAHEIM PUBLIC UTILITIES WATERDEPARTMENT DATED 9/25/23 P J-2428. 00 t 114 psi10 gpm LA E
R
9 1
S
PROPOSED 20 INCH WATER PROPOSED WATER EASEMENT
3" DOMESTIC SERVICE 12" IRRIGATION SERVICE
3" DOMESTIC SERVICE 12" IRRIGATION SERVICE
t
t ni3 0 50 s 0 0 t 5 0 0 2 2 4 1 0 S D 4 CSO V D
L
E
A H
5 J-10 gpm448. 00 t 110 psi PMP-1
R-1

TPM BOUNDARY
10" FIRE SERVICE
PRIVATE WATER MAINPUBLIC WATER MAINPROPOSED WATER MAINEISTING WATER MAIN PROPOSED 20-INCH WATER 10" FIRE SERVICE BACKFLOW ASSEMBLY DETECTOR ASSEMBLY BACKFLOW ASSEMBLY 10" FIRE DOUBLE CHECK 3" DOMESTIC METER AND 6" IRRIGATION METER AND 16,843 GPM FLOW AT 20 PSI
CONNECTION TO EISTING SYSTEM EISTING 30-INCH WATER
BASED ON 117 PSI STATIC PRESSURE AND MODELED WITH THREE-POINT PUMP CURVE LEGEND

THIS DOCUMENT IS THE PROPERTY
CITYOFANAHEIM, CA 535.060

ORANGECOUNTYCEMETERYDISTRICT
605-16- FBA12/ 18/2023 DEVELOPMENT APPLICATION OF
FBA Job Number: Engineering fax phone GYPSUM CANYON CEMETERY 4TH SUBMITTAL 12/18/23 CONSULTANT949. 852. 9995 949.852.1657 ( fax)fbaengr. com REVISIONS DATE2ND SUBMITTAL 5/23/233RD SUBMITTAL 9/28/23SHEET TITLEJOB # DESIGNEDDRAWNFBACHECKEDDATESHEET Consulting Electrical Engineers150 Paularino Avenue Suite A120Costa Mesa, CA92626 1ST SUBMITTAL 8/29/22 31591 Camino CapistranoSan Juan Capistrano, CA 92675www. RJMdesigngroup. com\[ 949\] 493-2690\[ 949\] 493- 2600 811
CALL:

BEFORE YOU DIG 0' 100' 200' 400'

TWO WORKING DAYS

UNDERGROUND SERVICE ALERT

GENERAL NOTES
TELEVISIONTYPICALUNLESS NOTEDOTHERWISEVOLTSVOLT AMPERESWEATHERPROOFWIRE MAINLUGSONLYMETALHALIDEMOUNTEDNATIONAL ELECTRICALCODENOTINCONTRACTPHASERECEPTACLERELOCATEDRIGID GALVANIZEDSTEEL600VOLTSANDLESS RV W TV VA MHWP NIC TYP MLOMTDNECRGS LAMP QUANTITY U.N.O.

PH. or PROVIDE

SECONDARY

MINIMUM LUMEN OUTPUT

TOTAL ALL LAMPS INITIAL REC, RECEPT

LUMEN OUTPUT

EACH LAMP INITIAL MINIMUM

LAMP CRI, NOT LESS THAN
6160-
K°

LAMP COLOR TEMPERATURE

LAMP TYPE
LED3000
FIXTURE MOUNTING HORSEPOWERISOLATED GROUNDANDISOLATEDNEUTRALJUNCTION BOXKILOVOLTAMPERESKILOWATTLONG CONTINUOUSLOADLIGHTINGMAIN CIRCUITBREAKER ABOVEFINISHFLOORABOVEFINISHGRADEAMERICANWIRE GAUGEAMPEREAMPERES INTERRUPTINGCAPACITY (SYMMETRICAL)CIRCUITCIRCUITBREAKERCONDUITCONDUIT ONLY.CONNECTEDDIAMETERELECTRICAL METALLICTUBINGELECTRICWATERCOOLEREXISTING EQUIPMENTTOREMAINFEETFULL LOADAMPSGROUND FAULTPROTECTIONGROUND

OUTPUT EFFICACY ( LPW)

FIXTURE MINIMUM LUMEN
IG HP KWLCL CKVA MCB E) CB GFI DIAJ-BOX C.O. EMTGFP GRD AWGA. I.C. EWC A.F.F. CLCB A.F.G. CONNFT or ' LTG, LTS AMP, A INPUT WATTS CIRC., CKT. FIXTURE MAXIMUM TOTAL

SYMBOL LIST
B-5,7,9 WP
2'-2"

BELOW GRADE
8'-0"
25'-0"
PlotDate: 12/7/2023 2:12 PM / Plotted by: Iqbal Barkho / Drawing Location: I:\\535\\060\\E-0.01_535060. dwgFBA Engineering

THIS DOCUMENT IS THE PROPERTY
CITYOFANAHEIM, CA 535.060

ORANGECOUNTYCEMETERYDISTRICT
605-16- FBA12/ 18/2023 DEVELOPMENT APPLICATION OF
FBA Job Number: Engineering fax phone GYPSUM CANYON CEMETERY 4TH SUBMITTAL 12/18/23 CONSULTANT949. 852. 9995 949.852.1657 ( fax)fbaengr. com REVISIONS DATE2ND SUBMITTAL 5/23/233RD SUBMITTAL 9/28/23SHEET TITLEJOB # DESIGNEDDRAWNFBACHECKEDDATESHEET Consulting Electrical Engineers150 Paularino Avenue Suite A120Costa Mesa, CA92626 1ST SUBMITTAL 8/29/22 31591 Camino CapistranoSan Juan Capistrano, CA 92675www. RJMdesigngroup. com\[ 949\] 493-2690\[ 949\] 493- 2600 811
CALL:

BEFORE YOU DIG 0' 100' 200' 400'

TWO WORKING DAYS
4P
UNDERGROUND SERVICE ALERT F20/N 3P 20A
3P
3PF100/N
100A
P2
F100/N 3P
100A
1P
F100/N 3P
100A
H3
F125
3P
125A
H2
F225
3PSR
225A
H1
F225
3PSR 480/277V,3PH,4W800AMP BUS65KA.I.C. NEMA3R MAINSWITCHBOARD "MSB" 225A

20.00 2
3P 2.502.50 15.00
800AMAIN

3.00 UL
1"C.-1#4/0 KITKIT KITKITKIT
1 GROUNDBUS
2500.0
SPACESPACEUNITUNITUNIT 26.00 32.00 17.00AREASPACESPACESPACE NEUTRAL CONDUIT Supply =600 Section =600Neutral =600 RESTRICTED 2.511.2512.510.010.05.02.5 TOP & BOTTOM SECTION# EST. WEIGHT: SIEMENS

5.05.0 7.57.5 3.00 12.00 75.0 SUSE3.753.753.75

3.00 UL
15 1380.0
SOCKET

26.00 32.00
CONDUIT SEETABLE Supply =600 Neutral =600 Section =600( PROVISION) BOTTOMONLY SECTION#
CTCOMPARTMENT EST. WEIGHT:

10.015.015.025.025.0 3.00 SCALE: NONE

2.502.50 15.00

0.00 20.00 90.00"80.00"70.00"60.00"50.00"40.00"30.00"20.00"10.00" 2 NOT TO SCALE
BUILDINGWALLEXOTHERMICWELD ALLCONDUCTORSTO BUS.4"x1/4"X24"L. COPPERGROUNDBUSBARMOUNTONPORCELAININSULATORS4"OUTFROMWALL6" ONCENTER ±12"ABOVEFINISHFLOOR.EACHCONDUCTORSHALLBE INSTALLEDINSIDEA CONDUITO PROTECTTHEEXPOSEDCONDUCTOR. 1"C.-1#4/0AWG TOMAINMETALDOMESTIC COLD WATERPIPEANDTOMAINFIRESPRINKLERMETALSTANDPIPE.1"C.-1#2AWGTOTELEPHONEBACKBOARD "TB".1"C.-1#4/0TOMAINSERVICESWITCHBOARDGROUNDINGELECTRODECONDUCTORIN "MSB".BUILDINGGROUNDFLOORLINE IN
0 M 2
IN
0 M 2
3 UFER GROUND)
1"C.-1#4/0AWGTOSTRUCTURALSTEELMEMBERINBUILDING4/O AWGBARECOPPERGROUNDINGELECTRODE. EMBED INBOTTOM 3INCHESOFCONCRETE FOUNDATION/FOOTINGWITHMINIMUM2INCHESOFCONCRETE, COVERALLSIDES.EXOTHERMICWELDTOALLSTEEL, REBARANDANCHORSWITHINFOOTING.(TYPICALFOR2)CONCRETEFOUNDATION/FOOTINGBELOW FINISHGRADE SCALE: NONE
PlotDate: 12/7/2023 2:12 PM / Plotted by: Iqbal Barkho / Drawing Location: I:\\535\\060\\E-0.02_535060. dwgFBA Engineering

THIS DOCUMENT IS THE PROPERTY
CITYOFANAHEIM, CA 535.060

ORANGECOUNTYCEMETERYDISTRICT
605-16- FBA12/ 18/2023 DEVELOPMENT APPLICATION OF
FBA Job Number: Engineering fax phone GYPSUM CANYON CEMETERY 4TH SUBMITTAL 12/18/23 CONSULTANT949. 852. 9995 949.852.1657 ( fax)fbaengr. com REVISIONS DATE2ND SUBMITTAL 5/23/233RD SUBMITTAL 9/28/23SHEET TITLEJOB # DESIGNEDDRAWNFBACHECKEDDATESHEET Consulting Electrical Engineers150 Paularino Avenue Suite A120Costa Mesa, CA92626 1ST SUBMITTAL 8/29/22 31591 Camino CapistranoSan Juan Capistrano, CA 92675www. RJMdesigngroup. com\[ 949\] 493-2690\[ 949\] 493- 2600 811
CALL:

BEFORE YOU DIG

TWO WORKING DAYS

UNDERGROUND SERVICE ALERT
PlotDate: 12/7/2023 2:12 PM / Plotted by: Iqbal Barkho / Drawing Location: I:\\535\\060\\E-1.01_535060. dwgFBA Engineering

THIS DOCUMENT IS THE PROPERTY

CITY OF ANAHEIM, CA
com ORANGECOUNTYCEMETERYDISTRICT
DEVELOPMENT APPLICATION 605-16CS9/ 28/2023
OF X GYPSUM CANYON CEMETERY fax phone A-1
BUILDING k
artzarch@gma
FLOORPLAN c
ARCHI TECT210 2Bus in essCe nterDriv eSui te20 3DIrvi neCa li fo rni a92 6129494501088m REVISIONS DATESHEET TITLEJOB # DESIGNEDJMDRAWNJMCHECKEDDATESHEET 4th SUBMITTAL 12/15/23 3RD SUBMITTAL 9/28/23 2ND SUBMITTAL 5/23/23 1ST SUBMITTAL 8/30/22 ADMINISTRATION 31591 Camino CapistranoSan Juan Capistrano, CA 92675www. RJMdesigngroup. com\[ 949\] 493-2690\[ 949\] 493- 2600 TH
O
R
N
Scale: 3/16" = 1'-0"
0' 4' 8' 1
Janitor
Storage and Side Entrance Men
Patio
Vestibule
Multi Purpose Room
Women Room Clergy
E S
USSES Table LROLL UP DOORS Buffet TES WHEN TESTEDN 45MINUTES. Kitchen Catering STHAN Table Storage
Fire
e Sprinklers
ia
t
ce c K so Manager s Cemetery Of A
Pre Planning
Electrical
6,890 s.f.

CoffeeWater
District Manager
Lobby Veranda Work Counter T.V. Screen Entrance FireKing Cabinets Receptionist
Copier

ADMINISTRATION
and Wall Glass Door
AssistantManager SPECIALVERYHIGHFIREHAZARD SEVERITYZONE(CBCCHAPTER7A ANDCRCSECTION R337)THE FOLLOWING REQUIREMENTS APPLY TOHE ADMINISTRATIVE BUILDING, MAINTENANCE BUILDING, EQUIPMENTSHED AND THEOPEN AIR PAVILION ROOFINGALLROOFING SHALLBE TWO PIECECLAY TILEROOFING OVERONEHOUR RATED DENSDECKUNDERLAYMENTOVER LIGHTGAUGE STEELTR2. THERE ARENO ROOFGUTTERS ON THIS PROJECT TO TRAPDEBRIFRAMING1. ALLEXTERIOR ANDINTERIORWALL FRAMING SHALLBEMIN. 2" X6" X18GA. STEEL STUDS ATMAX. 16" O.CROOFFRAMINGALLROOF FRAMING SHALLSTEELFRAMINGWITHMETALDECKING EXPOSED PORCH AND UNDERSIDE THE SHADE STRUCTURES. ALLCONCEALEDROOF FRAMINGSHALLBE PREFABRICATED STEEL LIGHT GAUGETRUSSES. EXTERIORCOVERING (CBC707A, 709A, ANDCRCR337)ALLEXTERIOR WALLS SHALL THREECOATEXTERIOR PLASTEROVER NON COMBUSTIBLE STEELSTUD FRAMING2. THERE ARE EAVES OVERHANGS THESE BUILDINGS EXCEPT FOR THE EXPOSED PORCH AND SHADE STRUCTURESNOTED BELOW3. ALLEXTERIOR PORCH CEILING SHALL NON COMBUSTIBLE STEELCONSTRUCTION WITH CORRUGATED METALDECKING. ALLFLOORS SHALLBECONCRETE SLABONGRADE5. ALLEXTERIORWALKING SURFACESOFDECKS, BALCONIES, AND EXTERIOR STAIRS SHALLBE POUREDIN PLACECONCRETEONGRADE EXTERIORWINDOWSAND DOORS (CBC708A, CRCR337)ALLEXTERIORWINDOWS SHALL CONSTRUCTED HOUR TORRANCE WINDOW COMPANY SERIES 2000STEELFRAMESWITH PILKINGTON LITE PLUS, THICK LAMINATED FIRE SAFETY/ IMPACTRESISTANTGLAZING AND SHALLHAVE FIRE -RESISTIVERATING NOT LES 45MINUTESWHEN TESTED INACCORDANCE TONFPA 2572. THERE ARENO EXTERIORGLAZED DOORSON THIS PROJECT.ALLEXTERIOR DOORS SHALLCONSTRUCTED SOLID CORE STEELCLADDING HAVE FIRE - RESISTIVE RATING NOT LESS THANMINU IN ACCORDANCE TO NFPA 257. ALL EXTERIOR DOOR FRAMES SHALL BEHOLLOW METAL AND HAVE AFIRE RESISTIVE RATING OF NOTLESS THA4. THERE ARE NO HINGED DOORS WITH m t o s o e r Room 'A' u s
t GArrangement
R
e
Staff
Patio Staff Breakroom Business Employee Room 'B'
Arrangement
Board
Restroom
Board Room or Large Family
Arrangement Room
Staff
Restroom
Cart Mens Cart Public Public Garage Garage Womens Restroom Restroom File
Storage

THIS DOCUMENT IS THE PROPERTY

CITY OF ANAHEIM, CA
com ORANGECOUNTYCEMETERYDISTRICT
DEVELOPMENT APPLICATION 605-169/28/2023
OF X GYPSUM CANYON CEMETERY fax phone A-2
BUILDING artzarch@gma ROOFPLAN c
k
ARCHI TECT210 2Bus in essCe nterDriv eSui te20 3DIrvi neCa li fo rni a92 6129494501088m REVISIONS DATESHEET TITLEJOB # DESIGNEDJMDRAWNJMCHECKEDCSDATESHEET 4th SUBMITTAL 12/15/23 3RD SUBMITTAL 9/28/23 2ND SUBMITTAL 5/23/23 1ST SUBMITTAL 8/30/22 ADMINISTRATION 31591 Camino CapistranoSan Juan Capistrano, CA 92675www. RJMdesigngroup. com\[ 949\] 493-2690\[ 949\] 493- 2600 TH
O
R
N
Scale: 3/16" = 1'-0"
0' 4' 8' 1
RIDGE

YELL Y A E V LL AV
Two piece clay barreltile roof, 4:12 pitch, typ.

YELLA
V
RIDGE

YELL AV

ADMINISTRATION
Line ofwallbelow( shown dashed)

Y Y E E L L L L A A V V
RIDGE

THIS DOCUMENT IS THE PROPERTY

CITY OF ANAHEIM, CA
c
o
m

ORANGECOUNTYCEMETERYDISTRICT
DEVELOPMENT APPLICATION 605-169/28/2023
OF X GYPSUM CANYON CEMETERY fax phone A-3

BUILDING
ELEVATIONS ckartzarch@gma
ARCHI TECT210 2Bus in essCe nterDriv eSui te20 3DIrvi neCa li fo rni a92 6129494501088m REVISIONS DATESHEET TITLEJOB # DESIGNEDJMDRAWNJMCHECKEDCSDATESHEET 4th SUBMITTAL 12/15/23 3RD SUBMITTAL 9/28/23 2ND SUBMITTAL 5/23/23 1ST SUBMITTAL 8/30/22 ADMINISTRATION 31591 Camino CapistranoSan Juan Capistrano, CA 92675www. RJMdesigngroup. com\[ 949\] 493-2690\[ 949\] 493- 2600 Scale: 3/16" = 1'-0"
0' 4' 8' 1
20 minute rated steel doors andwindwos in dark bronze color with20 minute rated clear glass, typ 20 minute rated steel frame slidingdoors indark bronze color with20 minute rated frosted glass, typ Two piece clay barreltile roof, 4:12 pitch, typ. Smooth steel trowel, three coatplaster with elastomeric coating, typ.

ADMINISTRATION BUILDING RIGHT SIDE ELEVATION

ADMINISTRATION BUILDING REAR ELEVATION ADMINISTRATION

ADMINISTRATION BUILDING LEFT SIDE ELEVATION

THIS DOCUMENT IS THE PROPERTY

CITY OF ANAHEIM, CA
c
o
m

ORANGECOUNTYCEMETERYDISTRICT
DEVELOPMENT APPLICATION 605-169/28/2023
OF X GYPSUM CANYON CEMETERY fax phone A-4 COLOR BUILDING ELEVATIONS ckartzarch@gma
ARCHI TECT210 2Bus in essCe nterDriv eSui te20 3DIrvi neCa li fo rni a92 6129494501088m REVISIONS DATESHEET TITLEJOB # DESIGNEDJMDRAWNJMCHECKEDCSDATESHEET 4th SUBMITTAL 12/15/23 3RD SUBMITTAL 9/28/23 2ND SUBMITTAL 5/23/23 1ST SUBMITTAL 8/30/22ADMINISTRATION 31591 Camino CapistranoSan Juan Capistrano, CA 92675www. RJMdesigngroup. com\[ 949\] 493-2690\[ 949\] 493- 2600 Scale: 3/16" = 1'-0"
0' 4' 8' 1
20 minute rated steel doors andwindows in dark bronze color with20 minute rated clear glass, typ 20 minute rated steel frame slidingdoors indark bronze color with20 minute rated frosted glass, typ Two piece clay barreltile roof, 4:12 pitch, typ. Smooth steel trowel, three coatplaster with elastomeric coating, typ.

ADMINISTRATION BUILDING RIGHT SIDE ELEVATION

ADMINISTRATION BUILDING REAR ELEVATION ADMINISTRATION

ADMINISTRATION BUILDING LEFT SIDE ELEVATION

THIS DOCUMENT IS THE PROPERTY

CITY OF ANAHEIM, CA
com ORANGECOUNTYCEMETERYDISTRICT
DEVELOPMENT APPLICATION 605-169/28/2023
OF X GYPSUM CANYON CEMETERY fax phone A-6

BUILDING
c
k
artzarch@gma
FLOORPLANS MAINTENANCE andEQUIPMENT ARCHI TECT210 2Bus in essCe nterDriv eSui te20 3DIrvi neCa li fo rni a92 6129494501088m REVISIONS DATESHEET TITLEJOB # DESIGNEDJMDRAWNJMCHECKEDCSDATESHEET 4th SUBMITTAL 12/15/23 3RD SUBMITTAL 9/28/23 2ND SUBMITTAL 5/23/23 1ST SUBMITTAL 8/30/22 31591 Camino CapistranoSan Juan Capistrano, CA 92675www. RJMdesigngroup. com\[ 949\] 493-2690\[ 949\] 493- 2600 Patio Scale: 3/16" = 1'-0"
0' 4' 8' 1
Employee
Electrical
FireRiser Room
Sprinkler
Server
Men's Shower
Break Room HVAC
Men's
Lockers
Janitor
Women' s Restroom 2,020 s.f. Hallway Men's
Restroom
Equipment Building
Office
Manager' s
Maintenance Ramp EQUIPMENT BUILDING FLOOR PLAN Down Ramp Down 6,680 s.f.
720 s.f.

Maintenance Building

PAVILION FLOOR PLAN MAINTENANCE BU

THIS DOCUMENT IS THE PROPERTY

CITY OF ANAHEIM, CA
com ORANGECOUNTYCEMETERYDISTRICT
DEVELOPMENT APPLICATION 605-169/28/2023
OF X GYPSUM CANYON CEMETERY fax phone A-7
BUILDING k
artzarch@gma ROOFPLANS c MAINTENANCE andEQUIPMENT ARCHI TECT210 2Bus in essCe nterDriv eSui te20 3DIrvi neCa li fo rni a92 6129494501088m REVISIONS DATESHEET TITLEJOB # DESIGNEDJMDRAWNJMCHECKEDCSDATESHEET 4th SUBMITTAL 12/15/23 3RD SUBMITTAL 9/28/23 2ND SUBMITTAL 5/23/23 1ST SUBMITTAL 8/30/22 31591 Camino CapistranoSan Juan Capistrano, CA 92675www. RJMdesigngroup. com\[ 949\] 493-2690\[ 949\] 493- 2600 Scale: 3/16" = 1'-0"
0' 4' 8' 1
pi H
shown dashed)
Line of wall below
Ridge

EQUIPMENT BUILDING ROOF PLAN
shown dashed)
Line of wall below
pi H
Ridge
Two piece clay barrel
tile roof, 4:12 pitch, typ.
ip
ip H H
Two piece clay barrel
tile roof, 4:12 pitch, typ. Flat white TPO Roof
pi pi H H

PAVILION ROOF PLAN

MAINTENANCE B
Two piece clay barrel
tile roof, 4:12 pitch, typ.
ye y le l a l a V V
Ridge

THIS DOCUMENT IS THE PROPERTY

CITY OF ANAHEIM, CA
c
o
m

ORANGECOUNTYCEMETERYDISTRICT
DEVELOPMENT APPLICATION 605-169/28/2023
OF X GYPSUM CANYON CEMETERY fax phone A-8
BUILDING EXTERIOR ELEVATIONS ckartzarch@gma MAINTENANCE ARCHI TECT210 2Bus in essCe nterDriv eSui te20 3DIrvi neCa li fo rni a92 6129494501088m REVISIONS DATESHEET TITLEJOB # DESIGNEDJMDRAWNJMCHECKEDCSDATESHEET 4th SUBMITTAL 12/15/23 3RD SUBMITTAL 9/28/23 2ND SUBMITTAL 5/23/23 1ST SUBMITTAL 8/30/22 31591 Camino CapistranoSan Juan Capistrano, CA 92675www. RJMdesigngroup. com\[ 949\] 493-2690\[ 949\] 493- 2600 20'-0" Max
xaM " 0-' 02 Scale: 3/16" = 1'-0"
0' 4' 8' 1
20'-0" Max
Two piece clay barreltile roof, 4:12 pitch, typ. Smooth steel trowel, three coatplaster with elastomeric coating, typ.

MAINTENANCE BUILDING RIGHT SIDE ELEVATION

MAINTENANCE BUILDING REAR ELEVATION MAINTENANCE BU
r e p o y l m t o r
a c s f s e l
l
a ez
g e n t or s r a
db le e k tcr a a d r e d e t
t a in r
nt
u
e i nt mour n f i 0 e 2 MAINTENANCE BUILDING LEFT SIDE ELEVATION r m s
t0
o
w
i
th
2 20'-0" Max

THIS DOCUMENT IS THE PROPERTY

CITY OF ANAHEIM, CA
c
o
m

ORANGECOUNTYCEMETERYDISTRICT
DEVELOPMENT APPLICATION 605-169/28/2023
OF X GYPSUM CANYON CEMETERY fax phone A-9 COLOR BUILDING EXTERIOR ELEVATIONS ckartzarch@gma MAINTENANCE ARCHI TECT210 2Bus in essCe nterDriv eSui te20 3DIrvi neCa li fo rni a92 6129494501088m REVISIONS DATESHEET TITLEJOB # DESIGNEDJMDRAWNJMCHECKEDCSDATESHEET 4th SUBMITTAL 12/15/23 3RD SUBMITTAL 9/28/23 2ND SUBMITTAL 5/23/23 1ST SUBMITTAL 8/30/22 31591 Camino CapistranoSan Juan Capistrano, CA 92675www. RJMdesigngroup. com\[ 949\] 493-2690\[ 949\] 493- 2600 Max Scale: 3/16" = 1'-0" Max Max
20'-0"
20'-0" 20'-0" 0' 4' 8' 1
Two piece clay barreltile roof, 4:12 pitch, typ. Smooth steel trowel, three coatplaster with elastomeric coating, typ.

MAINTENANCE BUILDING RIGHT SIDE ELEVATION

MAINTENANCE BUILDING LEFT SIDE

MAINTENANCE

ELEVATION

BUILDING REAR ELEVATION MAINTENANCE BU
20 minute rated steel frame
storefront in dark bronze color
with 20 minute rated clear glass, typ
20'-
Max
0"

THIS DOCUMENT IS THE PROPERTY

CITY OF ANAHEIM, CA
c
om

ORANGECOUNTYCEMETERYDISTRICT
DEVELOPMENT APPLICATION 605-169/28/2023
OF X GYPSUM CANYON CEMETERY fax phone A-10 PAVILION EXTERIOR EQUIPMENT ELEVATIONS ckartzarch@gma BUILDINGand ARCHI TECT210 2Bus in essCe nterDriv eSui te20 3DIrvi neCa li fo rni a92 6129494501088m REVISIONS DATESHEET TITLEJOB # DESIGNEDJMDRAWNJMCHECKEDCSDATESHEET 4th SUBMITTAL 12/15/23 3RD SUBMITTAL 9/28/23 2ND SUBMITTAL 5/23/23 1ST SUBMITTAL 8/30/22 31591 Camino CapistranoSan Juan Capistrano, CA 92675www. RJMdesigngroup. com\[ 949\] 493-2690\[ 949\] 493- 2600 Max Scale: 3/16" = 1'-0"
0' 4' 8' 1
16'-0"
typical for all sides)

PAVILION ELEVATION

EQUIPMENT BUILDING RIGHT SIDE ELEVATION
Two piece clay barreltile roof, 4:12 pitch, typ. Smooth steel trowel, three coatplaster with elastomeric coating, typ. Two piece clay barrel tile roof, 4:12 pitch, typ.

Smooth steel trowel, three coat
plaster with elastomeric coating, typ. EQUIPMENT BUILD
20'-
Max
0"

EQUIPMENT BUILDING REAR ELEVATION

EQUIPMENT BUILD

THIS DOCUMENT IS THE PROPERTY

CITY OF ANAHEIM, CA
c
om

ORANGECOUNTYCEMETERYDISTRICT
DEVELOPMENT APPLICATION 605-169/28/2023
OF X GYPSUM CANYON CEMETERY fax phone A-11 COLOR PAVILION EXTERIOR EQUIPMENT ELEVATIONS ckartzarch@gma BUILDINGand ARCHI TECT210 2Bus in essCe nterDriv eSui te20 3DIrvi neCa li fo rni a92 6129494501088m REVISIONS DATESHEET TITLEJOB # DESIGNEDJMDRAWNJMCHECKEDCSDATESHEET 4th SUBMITTAL 12/15/23 3RD SUBMITTAL 9/28/23 2ND SUBMITTAL 5/23/23 1ST SUBMITTAL 8/30/22 31591 Camino CapistranoSan Juan Capistrano, CA 92675www. RJMdesigngroup. com\[ 949\] 493-2690\[ 949\] 493- 2600 Scale: 3/16" = 1'-0"
0' 4' 8' 1
typical for all sides)

PAVILION ELEVATION

EQUIPMENT BUILDING RIGHT SIDE ELEVATION
Two piece claybarrelTwo piece claybarreltile roof, 4:12 pitch, typ.ile roof, 4:12 pitch, typ. Smooth steeltrowel, three coatSmooth steeltrowel, three coatplasterwith elastomeric coating, typ. plaster with elastomeric coating, typ. Two piece clay barrel tile roof, 4:12 pitch, typ.

Smooth steel trowel, three coat
plaster with elastomeric coating, typ. EQUIPMENT BUILD
20'-
Max
0"

EQUIPMENT BUILDING REAR ELEVATION

EQUIPMENT BUILD