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05-20-20 7751-7845 E. Santiago Cyn Rd. - Holy Sepulcher Cemetery (DRC 4901-17)AGENDA ITEM DESIGN REVIEW COMMITTEE May 20, 2020 Anna Peho�shek, Assistant Community Development Directorff9? Monique Schwartz, Associate Planner��r 1. SUBJECT 2. SUMMARY RECOMMENDED ACTION 3. BACKGROUND INFORMATION :o L:74 E d G :L 02 l u per cr (ET) Z y 40,000 qur fe (R140) Ex t:Nrty j Spuhr ry o U N 347 V N.224517 , M P e . 0 99 , L o Qu l y Ac (E Q ) I u y/M 7 68 06 P Pj v: DRCITEM 1 05/20/2020 5. PROJECT DESCRIPTION A xt y d - g d rv ce a d .zd .i uy jc n SM l o c cry o 6,4 q d L-hd w p T bg -, g 0-h,d T ig og ,5 qa g ff k ,k g r's o a y -s and s T bk ye ro f -a z d A e y e d bg 'm -k p ky one h w e cc ss. A f k c d c l y T rv q , b a A y o k d o . A x e k h ce ery d d h y rea. T p m g e ex c c e. T d bd i k b j d f -c r y e f -ce co blk h g 45-7 is DRCITEM 2 05/20/2020 6. EXISTING SITE l tra 0 M N and o 2 7. EXISTING AREA CONTEXT ou p Hly S ry O V Pk Fld C rv C R d pmnt 1960 g h 1990' 8. ANALYSIS AND STATEMENT OF THE ISSUES 1: T n play blck s z j j z , t o k p rt l a p wd a, g p br z y t y m w A i f mi y DRCITEM 3 05/20/2020 ,,,d pv j tt q r j ry u I 2:Lp M f r tn; ,g d d p p of s ,ry the j ry j ,f x qe ,, (4 R F G ,C L Ok t,u,D G ft pp , d t y e 29 B B 4 z ) e ry j e t/ . T n S , C M , D G , F P n B I D arf C , C i g C , D rf C , F P , tw , 0 k g w ff . T S L C d m q f j p DRCITEM 4 05/20/2020 9. ADVISORY BOARD RECOMMENDATION Streamlined Multidisciplinary Accelerated Review Team 10. PUBLIC NOTICE 11. ENVIRONMENTAL REVIEW I/MND) N 8-6 w A 8 A L Clfrni En Q A (EQA)b LSA d dd s A of te ggb furtr EQA ut qu hs bn q S/metl w n 12. STAFF RECOMMENDATION AND REQUIRED FINDINGS "F g" s ed f l ysis k z k A k g "m ks a F " w ed (.., s mony, v m .) s . s w pp Fg b t e k n ok c . "F g"d rdr ( f) Te m old f de y ng a ; s k y k F F R : • O g M (O) • T R G • T H r rv g S (fe rrd t O o D S ) T F g p j B f w g Fi ings F , ff C p rove the m i DRCITEM 5 05/20/2020 13. CONDITIONS D Riw Cm Exc rw ,. e g h a p e C Dm D I C Dmt De v e m iy Dv D h 3 Sb b p C D D s S sl, a D R C 4 e C ffr, e t aa C x us C C f a h . DRCITEM 6 05/20/2020 2 Cy f Oag t/rt gg p h ,l, c gg ff jg prtes h b a he rt. 1 P dg s p o stsfaon cg qpm b j es ad rt T b y dg ad d m g. 3 P g s oa e P ropod p ject /b 14 P P k Ca F r C de b i q ff e m f p a P 5 P s , h p dp g , , al cg l p p j . of m Cy S rv 14. ATTACHMENTS y M 2 L A L I /M 6 -6 3 i P (d c A 28,2020) DRCITEM 7 05/20/2020 & a v G G,90 je@g J Pj & a Ca f g 4 P E a g 92270 N:\CDD\PLNG\Applications\Conditional Use Permit\CUP 3041-17 Holy Sepulcher Maintenance Facility\DRC\DRC Staff Report 5.20.20 DRCITEM 8 05/20/2020 Vicinity Map 7751-7845 E. Santiago Canyon Road Design Review No. 4901-17 .I I \,/ CITY OF ORANGE COMMUNITY DEVELOPMENT DEPARTMENT ATTACHMENT NO. 1 DRC NO. 4901-17; HOLY SEPULCHER CEMETERY MAINTENANCE FACILITY VICINITY MAP May 20, 2020 DRC Meeting LSA CARLSBAD FRESNO IRVINE LOS ANGELES PALM SPRINGS POINT RICHMOND RIVERSIDE ROSEVILLE SAN LUIS OBISPO PROJECT HISTORY p,,,,P ,L p ,P ,T, ns,q c G P N ,Z N 44,V N 174-06 j N 446,g N 43 6 I CE, (P s G Imo Q (T 4,g }50 q.) (State CEQA Guidelines), I /g N l I/N}6 w b ,d ,, w f l g B L A'g p j,F l sl F MN T q r x m P I /N ,L l r 20 Executive Park, Suite 200, Irvine, California 92614 949.553.0666 www.lsa.net LSA PROJECT DESCRIPTION Existing Project Site and Maintenance Facility Proposed Project 48 z wud "T"ed ct d o aow the b cg or bk ft m )g v mpov "h"g b Act (f 99})v ,g ks g 2,als pj . T g p n e pp j ut n v m c wl th p IS/ND rt s). r p m . 11/20/19 «P:\0001902\CEQA\CEQA Compliance Letter.docx» 2 LSA Table A: Proposed Project Comparison to Existing and Previously Proposed Project ii s mximm m ; qpm r maximum m ae . iz i Appximl .Appxmty .Appxima .ae Pki pa 4-p pkng pa o m 7 p o-maace maac mp mpl.mpe,ci 1 ADA pki pa,a p ajac h i mia mpes,o a oa 5 pak pces. W/Fc S c Rqe viac Rq vaa 8 ck a 8 c wll o c wa a h va 5 w ga cc acliy.A qu miac c; pcm pp a pp. x calk . F Tk Two bv k a Two bv k O k ce tag l 50 a 5 aln w ;co d o a 5 l o ,5 g 5 a li a i ..ci ol ,5 l f ee . ADA= Americans with Disabilities Act (of 1990} ft = foot/feet sf= square footage 2008 Initial Study/Mitigated Negative Declaration e 11-,n of u ig.T p jc s p e xtng o-so 3,60 F -y 6,6 ug a accpayg manna R g 3 8 y ,reled e eo pp j. Project Consistency with the 2008 IS/MND A u d j c t x Mc Fa h C T re i u b 6,480 sze, i ,u ml 660 bg s p 008 IND.Sia y s u s b u be -y g u b 11-ea 11/20/19 «P:\0001902\CEQA\CEQA Compliance Letter.docx» 3 LSA Aesthetics. A ,j ,j n wt 15 Agricultural and Forestry Resources. 8 15N j w f ty 08 15/MND, o ry e, /D Air Quality. T 8 15/N q b ,,n h t w Q P .,08 15 d q j l q .8 D q w Q R (CAQ } 40 4 3, eq g 11/20/19 «P:\0001902\CEQA\CEQA Compliance Letter.docx» 4 LSA Biological Resources. g x i z g g r j u ud b r o mr bg h u q 'T O q vu T b h /D g Cultural Resources. T 15/D n g I 008 5/n d o ,q y o gg i k b d y B k g u n ,h c d c q m w o g g 5/ Geology and Soils. 2 15/M y g k g kg -g ex o b g k I 15/u oj qu g 11/20/19 «P:\0001902\CEQA\CEQA Compliance Letter.docx» 5 LSA Hazards and Hazardous Materials. l s ofl p x e k l Th p p s M b j. A m 8 F xp, db 8 I n g pj wu q p by Og F sn M p z Hydrology and Water Quality. 8 M p l i x pop k t l g t 1-f b w. H 8 MN f d l i n /f - y /e M p 8 M p P M ) p p y d i nn F s b pj ec , w c s p po - 11/20/19 «P:\0001902\CEQA\CEQA Compliance Letter.docx» 6 LSA Land Use and Planning. Mineral Resources. ,,,f h /,t i h Noise. T 28 15/n l ha e x b v i x f b ,t b v ,15 h x x y pd I ,j r m b r . C s ,,b ,, 5/,b e 5/ Population and Housing. 8 5/u g i n , g h b 11/20/19 «P:\0001902\CEQA\CEQA Compliance Letter.docx» 7 LSA Public Services. /t pui Recreation. T S/n d h d y j e p p he y t f nw ,l 0 at jt g SN Transportation/Traffic. I/j pong m 0 t y p d x d, p q q g H, z g ar. t 2 /q P Cy' E p Ra Trail C 11/20/19 «P:\0001902\CEQA\CEQA Compliance Letter.docx» 8 LSA Utilities/Service Systems. Q)B j l d F F /i d als b i B WQM .f, i j /M i/ Summary. o d , l x l w l b 08 S/F Fi l l x y d A ,d i Q,x 00 N y 8 v ll F w j gl v im ""QA State CEQA Guidelines Se 1516 {)(l-3)D f q we e e A m D /j 11/20/19 «P:\0001902\CEQA\CEQA Compliance Letter.docx» 9 LSA CONCLUSION e y ,y ug s r s dd ov vv EQA p os nnce Fcy nd xpl m CEQA y e o,s g A l,LA'pur h C D w CEQ .uon,c Asly v (949)553-666 Ay@. y, LSA Associates, Inc. y� Aly v P Ant:gu 1:xg P S Fgu :o S/F Pl (2019) Fgu 3:208 y Pn 11/20/19 «P:\0001902\CEQA\CEQA Compliance Letter.docx» 10 LSA l 250 500 FEET SOURCE: Bing Maps 1:\0001902\G\Existing Site.cdr (10/14/2019) FIGURE 1 Holy Sepulcher Cemetery Project Existing Project Site ro :J ...... c.. Q) u c 0 u U1 N 0 U1 < (/) ..... ("\"') ...... c I..) w <lJ � 0::: .e' c, :J 0.. Q) (.9 +-' LL C' vi <lJ ...... >- <lJ -� E ·u <lJ � nJ .... LL <lJ Q) ..c: u � c ::l ro Q. c <lJ Q) V) +-' � c 0 nJ ----, ::t: � r··· I 00 'l 0 I � 0 I I N I I I .I L········ ) I CEMETERY OF THE HOLY SEPULCHER New Maintenance Facility and Site Improvements Design Review Package 7845 E. Santiago Canyon Road Orange, Ca. 92869 714 532 6551 Vicinity Map Sheet Index A - 0 !Cover Sheet ALTA 1 Alta Title Sheet ALTA 2 Alta Land Title Survey C - 1 Grading and Water Quality Notes C - 2 !Preliminary Grading Plan C - 3 !Preliminary Utility Plan A - 1 Building Code Analysis A - 2 Existing Fire Hydrant Flow Tests A - 3 Existing Site and Demolition Plan A - 4 Interim Construction Fire Master Plan A - 5 !Fire Master Plan A - 6 Architectural Site Plan A - 7 !Building Floor Plan A - 8 !Sections and Elevations A - 9 !Exterior Elevations A - 10 Misc. Structures Sections and Elevations A - 11 Site Wall Sections A - 12 Wall and Fence Site Plan A - 13 Overhead 3d Views A - 14 Street Level 3d Views A - 15 Entry Signage Details A - 16 New Internment Area Details A - 17 Wall and Fence Elevations A - 18 C olor and Material Board Sheet A - 19 !Existing Site Photos and Aerial Image L - 1 !Existing Tree Plan L - 2 !Landscape Concept Plan L - 3 !Landscape Tree Plan L - 4!Landscape Shrub and Groundcover Plan L - 5 !Landscape Sections L - 6!Landscape Street Elevations L - 7!Landscape Irrigation Plan L - 8!Irrigation Notes and Equipment Schedule L - 9 !Irrigation DetailsThe drawings contained in this set are for the New Maintenance Building and related site improvements at the Cemetery of The Holy Sepulcher . This buildings is Type II - B, SPRINKLERED, with Concrete Block Exterior Walls, Steel framed interior walls, slab on grade and Steel Framed Roof. A-0 APRIL 27, 2020 Holy Sepulcher Cemetery • Maintenance Building City of Orange Design Review Package A R C H I T E C T 31591 Camino Capistrano San Juan Capistrano, California, 92675 www.RJMdesigngroup.com [949] 493-2690 fax [949] 493-2600 phone 2 1 0 2 B u s i n e s s C e n t e r D r. S u i t e 2 0 3 D I r v i n e C a l i f o r n i a , 9 2 6 1 2 9 4 9 4 5 0 1 0 8 8 e m a i l : m i c k a r t z a r c h @ g m a i l . c o m Joseph C. Truxaw and Associates, Inc. 265 S. Anita Drive, Suite 111, Orange, CA 92868 O r a n g e C i t y F i r e D e p t . N o t e s 1. !The ﬁre access roadways shall be designed to support the imposed loads of the Orange Fire Department !ﬁre apparatus with a total load of 68,000 pounds. The ﬁre apparatus is distributed as 46,000 pounds !on the tandem rear axles and 22,000 pounds on the front axle. The ﬁre access roadway shall be designed, !constructed and maintained to provide all weather driving capabilities. See attached letter on sheet A-1, wet-stamped and signed by the registered engineer certifying that any new road way meets the 68,000 pound all weather requirement. 2.!Provide and maintain a minimum 5 foot wide ﬁre access walkway to all openings and egress doors, on the ﬁrst ﬂoor exterior walls, required by the CBC and/or CFC. 3.!Fire access walkways shall be a level solid surface, unobstructed by trees or shrubs and shall consist of a surface that lends itself to safe use during building evacuation, ﬁreﬁghting and rescue efforts. Alternative surfaces (i.e., decomposed granite, gravel, grass etc.) are evaluated by the ﬁre code ofﬁcial for acceptance on a case by case basis. See notes and dimensions on this plan for additional information 4. !All existing public ﬁre hydrants along Santiago Canyon Road within 400 feet of the exterior walls tothe new Maintenance Building are shown and noted on the plan. Distances of the new ﬁre hydrants to the new building exterior walls are also noted and shown on this plan. 5.!The existing Fire Flow at Existing Fire Hydrant #2 is shown on sheet A-1. 6.!The required ﬁre ﬂow in accordance with the CFC Appendix B, Table B105.1 (2) for this building shall be 1,750 GPM as shown on sheet A-1 . A 50% reduction in the required ﬁre ﬂow, to a minimum of !1,500 gpm, is allowed for this building because it is provided with an automatic ﬁre sprinkler system as speciﬁed in NFP A 13. 7.!The required ﬁre ﬂow for the two new ﬁre hydrants 'A' and 'B shall be 1,500 gym 8. !The proposed new Maintenance Building is required to be protected by an automatic ﬁre sprinkler system installed in accordance with NFP A 13 as required by the City of Orange Ordinance 8-16 9. !A ﬁre department connection will be part of the ﬁre sprinkler system design. The following requirements are applicable to the new structure and must be considered relative to the installation of the ﬁre sprinkler system. Additionally, the information is shown on the Fire Master Plan on this sheet. a. !The ﬁre department connection shall not be afﬁxed to the building; b. !The ﬁre department connection shall be located at least 40 feet away from the building; c. !The ﬁre department connection shall be located on the address side of the building; d. !The ﬁre department connection shall be located within 40 feet of a hydrant on the same side of the street as the hydrant; e. !The ﬁre department connection shall not provide pressure to an on-site hydrant. f. !The location of the ﬁre department connection shall be approved by the Fire Department. 10. !Key boxes and key switches (Knox devices) shall be provided to ensure that immediate access for !the Orange City Fire Department at the following locations:!!!!!! a. !The main entry to buildings equipped throughout with a ﬁre alarm system. !b. !Doors and pedestrian gates to other areas identiﬁed by the Fire Department. !c. !Vehicular gates. 11.!Trees planted along the ﬁre access roadway and/or ﬁreﬁghter required walkway shall not impede !the required minimum 5'0" walkway width or the required ﬁre apparatus vertical clearance of 13 '-6". !The trees should be a type that the natural growth pattern would allow the required vertical clearance !without reliance on regular maintenance of the tree canopies. 12.!The architectural, civil and landscape drawings have been coordinated such that information relative to !ﬁre access roadway widths, required vertical clearances and location of ﬁre protection devices (FDC's, !BFD' s and ﬁre hydrants) are shown in a similar manner. 13. !At a minimum, deferred submittals / permits will be required at building permits for the following: !- Underground Fire Line !- Fire Sprinkler System !- Fire Sprinkler Monitoring System !- Above Ground Fuel Storage Tanks. 14.!A Wet Signed letter or report shall be provided by the Project Geotechnical Engineer, shall contain details !including load bearing all weather and design for all proposed surfaces to be utilized by the Fire Dept. !prior to approval of the Grading Permit. PROJECT SUMMARY This project consists of the demolition of the existing maintenance building and the construction of a new maintenance building and service yard on an existing vacant parcel of land. The area currently occupied by the existing maintenance building will be developed as new in ground internment expansion to the Cemetery The legal description of this project area is as follows: Real Property in the City of Orange, County of Orange, State of California, described as follows: Parcel 1, as shown on Exhibit 'B' attached to Lot Line Adjustment LL 2002-040 Recored July 29, 2004 as instrument No. 2004000686897 of Official Records of Orange County, California APN: 093 - 242-95 The one acre parcel is located in the R - 1 - 40 (Single Family Residential, 40,000 s.f. ) zone. The General Plan designation is ESTR ( Estate Low Density Residential 1 - 2 d.u. / acre ) The overall site area of this project is s.f. 80,070 s.f. The total landscape area of this project area is 40,730 s.f. The percentage of landscape area is 50.86 % The new building area is 6,488 s.f. Office = 1,358 s.f. Garage = 5,130 s.f. The Floor Area Ratio of the new building is 8.09% Parking Spaces Required: 1,358 s.f. (office area ) x 4 spaces / 1,000 s.f. = 5 parking spaces Parking Spaces Provided: 7 parking spaces provided on site and 8 parking spaces provided on the adjacent cemetery parcel for maintenance facility use/ ATTACHMENT NO. 3 DRC NO. 4901-17; HOLY SEPULCHER CEMETERY MAINTENANCE FACILITY SUBMITTED PLANS WITH SITE PHOTOGRAPHS (DATE STAMPED 04-28-20) May 20, 2020 DRC Meeting LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 STORM WATER QUALITY NOTESGENERAL NOTESNOTICE TO CONTRACTORS Steel Framed Equipment Shedwith Concrete Tile Roof to matchMaintenance BuildingNew Fuel Tankwith flat roofNatural Real Stone Veneerin pattern and color similarto simulated stone veneerat Mausoleum6'-0" High TubeSteel Fence6'-0" High TubeSteel Swinging Gates6'-6" Integral Color TanBurnished ConcreteBlock Pilasters8'-0" Splitface Concrete Block Walls Stepping withgradeNew Precast Concrete Wallswith Wood Grain Finish withHorizontal Score Lines 8'-0"Max. Height above grade8'-0" High TubeSteel CantileverGateExisting Wood Three Rail Fenceat Existing Equestrian TrailExisting 6'-0 ChainLink Fence to remainThree new removable bollardsto prevent unauthorized vehiclesfrom entering trailNew Wood Three Rail Fenceat Existing Equestrian Trailto match existingNEW KeystoneRetaining WallExisting 14' wide asphalttrail to remain unchangedExisting Concrete BlockRetaining Wall and ChainLink Fence to Remain in PlaceDrainage and Incidental PurposeEasement. See Alta Sheets 1 and 2Existing Chain LinkGate to Remainin PlacePublic ServiceVehicle Easement.See Alta Sheets1 and 2Existing 6'-0" HighChain Link Fenceto remain in placeMaintenance Service Yard10'-0" Maximum HeightSplitface Concrete Block Wallon side facing MaintenanceArea Service YardExisting Chain Link Fenceto remain in placeNew KeystoneRetaining WallExisting Chain LinkFence to remainin place8'-0" High Splitface Concrete Block Wallalong this line varies in height accordingto the natural grade on the public sideof this wall to provide an 8'-0" high securitybarrier8:1 (12%) Lawn SlopeDown from existingupper Internment AreaConcrete Sidewalk around backside of building with 2% slopeaway from the building. 5'-0"wide as measured from face of pilasters All Exterior Walls are separated from any other structure by a minimum of 30'. Therefore, all exterior walls are allowed to be non rated construction Required Fire Flow Building Area Summary MAINTENANCE BUILDING = 6,488 s.f. Single Story, Type II B, Non Rated, Concrete Block Walls, Steel Frame Roof Framing, Concrete Tile Roof, Sprinklered, Non Combustible Construction. Maximum Height 35'-0" Maximum Building Area = TOTAL BUILDING AREA under this permit = 6,488 s.f. -------------------------------------------------------------------------------------------------------------------- 1,358 sq ft 5,130 sq ft Staff BreakRoom Hallway MaintenanceManager'sOffice Men'sRestroom Misc.StorageElectrical DrinkingFountains Women'sRestroom Maintenance Garage Maintenance Garage Maintenance Shop Occupancy Use Plan Wall and Roof Construction Requirements Exterior Wall Rating Requirements Holy Sepulcher Cemetery • Maintenance Building Building Code Analysis A R C H I T E C T 1 5 6 1 5 A l t o n P a r k w a y # 4 5 0 , I r v i n e C a l i f o r n i a 9 2 6 1 8 9 4 9 4 5 0 1 0 8 8 9 4 9 2 6 6 5 5 5 7 m i c k a r t z a r c h @ g m a i l . c o m A-1 Scale: 1" = 20'-0" APRIL 27, 2020 The two occupancies in this building do not need separation according to the sections listed below Maximum Allowable Building Area Summary Existing Fire Hydrant #2 Fire Flow Letter Holy Sepulcher Cemetery • Maintenance Building Existing Fire Hydrant Flow Tests A R C H I T E C T 1 5 6 1 5 A l t o n P a r k w a y # 4 5 0 , I r v i n e C a l i f o r n i a 9 2 6 1 8 9 4 9 4 5 0 1 0 8 8 9 4 9 2 6 6 5 5 5 7 m i c k a r t z a r c h @ g m a i l . c o m A-2 Scale: 1" = 20'-0" Feb. 18, 2020 20' 20' 20' Existing Parking Lot to be removed Existing Water Tank to remain in place Existing Pump House to remain in place Existing service yard concrete block wall with chain link fence on top to be removed after the new Maintenance Building is operational Existing vacant yard area EXISTING FIRE HYDRANT EXISTING FIRE HYDRANT Existing Private Fire Hydrant shall be removed AFTER new Fire Hydrants 'A' and 'B' are accepted by the Fire Dept as operational Existing Maintenance Building and service yard to remain operational until the new Maintenance Building receives Temporary Certiﬁcate of Occupancy Existing Asphalt Drive shown shaded Existing Fuel Tank and Dispensing Station to be removed Existing Equipment Storage Containers to be removed Existing Equipment Storage Shed to be removed Existing Asphalt Paved Service Yard to be remove Existing Overhead Equipment Shed to be removed Existing Chain Link Fence to be removed Shown Dashed Existing Statue to remain in place Existing Driveway to be removed Existing Catch Basin to remain in place Existing Driveway to be removed Existing Chain Link Gates to be removed Existing Driveway to be removed Existing Power Pole to remain in place Existing Chain Link Fence to remain in place Existing Chain Link Gate to Remain in Place Existing Corral Fence to Remain in Place Existing Chain Link Fence to Remain in Place Existing Painted Crosswalk Striping Existing open dirt trail Existing Chain Link Fence to be removed Slope and Incidental Purpose Easement Sheet Alta Sheets 1 and 2 Temporary Construction Easement Temporary Construction Easement Drainage and Incidental Purpose Easement. See Alta Sheets 1 and 2 Public Service Vehicle Easement. See Alta Sheets 1 and 2 Recreational Use Easement See Alta Sheets 1 and 2 Existing Gravesites in this area cannot be disturbed Existing New Wood Three Rail Fence Existing New Wood Three Rail Fence to Remain Existing Concrete Sidewalk and Ramp to remain in place Holy Sepulcher Cemetery • Maintenance Building Existing Site and Demolition Plan A R C H I T E C T 1 5 6 1 5 A l t o n P a r k w a y # 4 5 0 , I r v i n e C a l i f o r n i a 9 2 6 1 8 9 4 9 4 5 0 1 0 8 8 9 4 9 2 6 6 5 5 5 7 m i c k a r t z a r c h @ g m a i l . c o m A-3 D D D N18°09'51"W 92.73' N44°1 9' 3 4" W 235.3 0' N1 3 ° 1 6 ' 4 0 " E 10. 8 0 'N34°02 '18 "E112 . 4 7 '116.85 ' N19°13'13"W 179.23' L = 641.27' SANTIAGO CANYON ROAD DRIVEWAY DRIVEWAYDRIVEWAYC.B. C.B.C.B.18"SD P A V E M E N T N89°57'05"W297.93'PARCEL 1 Scale: 1" = 20'-0" APRIL 27, 2020 E X I S T I N G C O R R A L EXISTING RESIDENCE EXISTING BARN EXISTING PARKING AREA N 38 º 28 ' 23 " E20'-0"5'-0" Photo of Existing New Concrete Ramp and Trail N o r t h 108'1 5 ' S e t b a c k 30' 30' 30' 30' 30' Keystone Retaining Wall EXISTING FIRE HYDRANT EXISTING FIRE HYDRANT New Fire Hydrant 'B' shall be operational prior to any lumber dropped on this site New Fire Hydrant 'A' shall be operational prior to any lumber dropped on this site Existing Private Fire Hydrant shall be removed AFTER new Fire Hydrants 'A' and 'B' are accepted by the Fire Dept as operational Existing Asphalt Drive shown shaded shall remain in place for Fire Access until new drive is in place and accepted by the Fire Dept for access to the new building New 20'-0" Wide Asphalt Fire Access Drive to be completed before any lumber dropped on site 6" Wide Concrete Curbs each side of new Fire Access Drive Four new removable bollards to prevent unauthorized vehicles from entering trail New Concrete Drive Apron to be completed before any lumber dropped on site Existing Power Pole New Underground Feed Existing Painted Crosswalk Striping Existing Maintenance Building and service yard to remain operational until the new Maintenance Building receives Temporary Certiﬁcate of Occupancy Existing Fuel Tank and Dispensing Station to be removed Existing Equipment Storage Containers to be removed Existing Equipment Storage Shed to be removed Existing Asphalt Paved Service Yard to be remove Existing Overhead Equipment Shed to be removed Existing Chain Link Gate to Remain in Place Existing Corral Fence to Remain in Place Existing Chain Link Fence to Remain in Place Note 10 bNote 10 b New Fire Lane Notiﬁcation Sign See Detail on this sheet Open Tube Steel Fence along this line varies in height according to the natural grade on the public side of this wall to provide an 8'-0" high security barrier Natural Real Stone Veneer in pattern and color similar to simulated stone veneer at Mausoleum Existing 6'-0 Chain Link Fence to remain 6'-6" Integral Color Tan Burnished Concrete Block Pilasters 6'-0" High Tube Steel Fence Existing Wood Three Rail Fence to remain in place NEW Wood Three Rail Fence to match existing New Precast Concrete Walls with Wood Grain Finish with Horizontal Score Lines 8'-0" Max. Height above grade Min. 5'--0" Wide Level Gravel Walk around building Existing Chain Link Fence to remain in place Knox box mounted on pilaster for ﬁre dept. access Holy Sepulcher Cemetery • Maintenance Building Interim Fire Master & Construction Site Plan A R C H I T E C T 1 5 6 1 5 A l t o n P a r k w a y # 4 5 0 I r v i n e C a l i f o r n i a 9 2 6 1 8 9 4 9 4 5 0 1 0 8 8 9 4 9 2 6 6 5 5 5 7 m i c k a r t z a r c h @ g m a i l . c o m New Single Story Cemetery Maintenance Building and Ofﬁce Building Shown shaded 6,480 s.f. A-4 N o r t h Existing Water Tank Existing Pump House SANTIAGO CANYON ROAD 50'20'25'30'40'40'40'25'40'30'40' -0 " The interim fire access road ( shown shaded) shall consist of the final section of base and asphalt and shall be designed to support the imposed loads of the Orange Fire Department fire apparatus with a total load of 68,000 pounds. The fire apparatus is distributed as 46,000 pounds on the tandem rear axles and 22,000 pounds on the front axle. The fire access roadway shall be designed, constructed and maintained to provide all weather driving capabilities. See attached letter on sheet A-1, wet-stamped and signed by the registered engineer certifying that any new road way meets the 68,000 pound all weather requirement. 20'-0"28' Wide FireAccess Lane297.93'N89°57'05"WD D S N18°09'51"W 92.73' N44°1 9' 3 4" W 235.3 0' N1 3 ° 1 6 ' 4 0 " E 10. 8 0 'N34°02'18"E112.47'116.85 ' N19°13'13"W 179.23' L = 641.27' N19°13'13"W 305.10'L = 621.84' DRIVEWAYDRIVEWAYC.B. C.B. A. C. P A V E M E N T 86.88' 195.27' Scale: 1" = 20'-0" APRIL 27, 2020 N1 3 ° 1 6 ' 4 0 " E 10. 8 0 ' 28'-6' 25'-0"40' 40' 40' 40' New Fire Hydrant 'B' Steel Non Combustible Carport with Cantilevered columns with 4:12 sloping roof with tile roof to match maintenance building. Steel Bollards for Fuel Tank Protection New Fire Hydrant 'A' Provide 8' 0" high Solid Gate between wall and building with Panic Hardware for ﬁre access EXISTING FIRE HYDRANT # 2 EXISTING FIRE HYDRANT #1 New 20'-0" Wide Asphalt Fire Access Drive Back ﬂow Device with Fire Dept. Connection Min. 5'--0" Wide Level Gravel Walk around building Min. 5'--0" Wide Note 10 b Note 10 b Note 10 a 6" Wide Concrete Curbs each side of new Fire Access Drive Four new removable bollards to prevent unauthorized vehicles from entering trail Existing 14' wide asphalt trail to remain unchanged New Concrete Drive Apron Existing Painted Crosswalk Striping Temporary Construction Easement Existing Wood Three Rail Fence to remain in place NEW Wood Three Rail Fence to match existing 8'-0" High Splitface Concrete Block wall along this line varies in height according to the natural grade on the public side of this wall to provide an 8'-0" high security barrier 8'-0" Splitface Concrete Block Walls Stepping with grade New Precast Concrete Walls with Wood Grain Finish with Horizontal Score Lines 8'-0" Max. Height above grade New Fire Lane Notiﬁcation Sign See Detail on this sheet Natural Real Stone Veneer in pattern and color similar to simulated stone veneer at Mausoleum Existing 6'-0 Chain Link Fence to remain 6'-0" High Tube Steel Swinging Gates 6'-0" High Tube Steel Fence 6'-6" Integral Color Tan Burnished Concrete Block Pilasters Existing Chain Link Fence to remain in place Knox box mounted on pilaster for ﬁre dept. access Concrete Curbs, typ Knox box mounted on pilaster for ﬁre dept. access 12'-0" Trail New Internment Area Employee Outdoor Patio Fuel Storage Tanks 110' Hose Length1 2 0 ' F i r e H o s e L e n g t h 4 0 ' H o s e L e n g t h Holy Sepulcher Cemetery • Maintenance Building Fire Master Site Plan A R C H I T E C T 1 5 6 1 5 A l t o n P a r k w a y # 4 5 0, I r v i n e C a l i f o r n i a 9 2 6 1 8 9 4 9 4 5 0 1 0 8 8 9 4 9 2 6 6 5 5 5 7 m i c k a r t z a r c h @ g m a i l . c o m A-5 N o r t h Existing Water Tank Existing Pump House D D S N18°09'51"W 92.73' N44°19' 3 4" W 235.3 0' N1 3 ° 1 6 ' 4 0 " E 10. 8 0 'N34°02'18"E112.47'116.85 ' N19°13'13"W 179.23' L = 641.27' N19°13'13"W 305.10'L = 621.84' DRIVEWAYDRIVEWAYC.B. C.B. A. C. P A V E M E N T 86.88' 195.27' Fire Lane Notification Sign 1. The words FIRE LANE shall be white reﬂective on red backround and no smaller than 4" in height. 2. Lettering shall be red on white reﬂective background, no smaller than 2" in height. For areas with Fire Lane signs only and no recurbing. It may read "NO PARKING IN MARKED ZONES." 3. Lettering shall be red on white reﬂective background, no smaller than 1" in height. 4. The sign shall be no smaller than 18" wide by 30 inches high. 5. The sign shall be securely mounted facing the direction of travel & clearly visible to oncoming trafﬁc entering the designated area. Signs shall be of durable material & installed on 2" tube steel post. Set post in 2'-0" deep 9" dia. conc. footing. 6. Sign shall be mounted with bottom at 3'-0" above adjacent grade. 7. Sign post shall be set 18" from curb. FIRE LANE NO PARKINGIN RED ZONES POLICE PHONE NUMBERCVC22500.1 CVC 858A 18" NOTICE VIOLATING VEHICLES WILL BE CITED OR TOWED AT OWNER'S EXPENSE30"36"SANTIAGO CANYON ROAD 1 5 ' S e t b a c k 50'20'25'30'40'40'40'25'40'30' Scale: 1" = 20'-0" APRIL 27, 2020 O r a n g e C i t y F i r e D e p t . N o t e s 1. The ﬁre access roadways shall be designed to support the imposed loads of the Orange Fire Department ﬁre apparatus with a total load of 68,000 pounds. The ﬁre apparatus is distributed as 46,000 pounds on the tandem rear axles and 22,000 pounds on the front axle. The ﬁre access roadway shall be designed, constructed and maintained to provide all weather driving capabilities. See attached letter on sheet A-1, wet-stamped and signed by the registered engineer certifying that any new road way meets the 68,000 pound all weather requirement. PAVING LEGEND shown on this Fire Master Plan meeting this criteria shall be as shown below: 6" thick poured in place concrete with @4 rebar @ 18"o.c. over 6" compacted gravel base 4" Asphalt paving over 6" Gravel Base 4" x 8" Ackerstone concrete pavers over 4" compacted gravel base over 12" road base HORSE TRAIL : 6" Compacted decomposed granite over compacted sub grade 2. Provide and maintain a minimum 5 foot wide ﬁre access walkway to all openings and egress doors, on the ﬁrst ﬂoor exterior walls, required by the CBC and/or CFC. 3. Fire access walkways shall be a level solid surface, unobstructed by trees or shrubs and shall consist of a surface that lends itself to safe use during building evacuation, ﬁreﬁghting and rescue efforts. Alternative surfaces (i.e., decomposed granite, gravel, grass etc.) are evaluated by the ﬁre code ofﬁcial for acceptance on a case by case basis. See notes and dimensions on this plan for additional information 4. All existing public ﬁre hydrants along Santiago Canyon Road within 400 feet of the exterior walls to the new Maintenance Building are shown and noted on the plan. Distances of the new ﬁre hydrants to the new building exterior walls are also noted and shown on this plan. 5. The existing Fire Flow at Existing Fire Hydrant #2 is shown on sheet A-1. 6. The required ﬁre ﬂow in accordance with the CFC Appendix B, Table B105.1 (2) for this building shall be 1,750 GPM as shown on sheet A-1 . A 50% reduction in the required ﬁre ﬂow, to a minimum of 1,500 gpm, is allowed for this building because it is provided with an automatic ﬁre sprinkler system as speciﬁed in NFP A 13. 7. The required ﬁre ﬂow for the two new ﬁre hydrants 'A' and 'B shall be 1,500 gpm 8. The proposed new Maintenance Building is required to be protected by an automatic ﬁre sprinkler system installed in accordance with NFP A 13 as required by the City of Orange Ordinance 8-16 9. A ﬁre department connection will be part of the ﬁre sprinkler system design. The following requirements are applicable to the new structure and must be considered relative to the installation of the ﬁre sprinkler system. Additionally, the information is shown on the Fire Master Plan on this sheet. a. The ﬁre department connection shall not be afﬁxed to the building; b. The ﬁre department connection shall be located at least 40 feet away from the building; c. The ﬁre department connection shall be located on the address side of the building; d. The ﬁre department connection shall be located within 40 feet of a hydrant on the same side of the street as the hydrant; e. The ﬁre department connection shall not provide pressure to an on-site hydrant. f. The location of the ﬁre department connection shall be approved by the Fire Department. 10. Key boxes and key switches (Knox devices) shall be provided to ensure that immediate access for the Orange City Fire Department at the following locations: a. The main entry to buildings equipped throughout with a ﬁre alarm system. b. Doors and pedestrian gates to other areas identiﬁed by the Fire Department. c. Vehicular gates. 11. Trees planted along the ﬁre access roadway and/or ﬁreﬁghter required walkway shall not impede the required minimum 5'0" walkway width or the required ﬁre apparatus vertical clearance of 13 '-6". The trees should be a type that the natural growth pattern would allow the required vertical clearance without reliance on regular maintenance of the tree canopies. 12. The architectural, civil and landscape drawings have been coordinated such that information relative to ﬁre access roadway widths, required vertical clearances and location of ﬁre protection devices (FDC's, BFD' s and ﬁre hydrants) are shown in a similar manner. 13. At a minimum, deferred submittals / permits will be required at building permits for the following: - Underground Fire Line - Fire Sprinkler System - Fire Sprinkler Monitoring System - Above Ground Fuel Storage Tanks. 14. A Wet Signed letter or report shall be provided by the Project Geotechnical Engineer, shall contain details including load bearing all weather and design for all proposed surfaces to be utilized by the Fire Dept. prior to approval of the Grading Permit. 65'-0" 365' 340' 295'295' 445 ' 4 0 ' - 0 " M i n i m u m 20'-0"40' -0 "18'-0"Radius 45'-0"Radius297.93'N89°57'05"W28'-6" 30'-0" H O R S E T R A I L New Internment Area New Single Story Cemetery Maintenance Building and Ofﬁce Building Shown shaded 6,480 s.f. 25'30'-0"Min.36'-0" 9'-0"9'-0"9'-0"9'-0"18'-0" 9'-0"9'-0"9'-0"9'-0"18'-0"18'-0"9' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 9' - 0 "25'-0"32'1 3 7 ' - 4 "108'76'3 2 ' - 0 " 1 0 5 ' - 4 " 1 5 ' S e t b a c k 20'30'94'-0"26'-0" 5'-0" Mi n . 5'-0" Min .25'-0"16'1 2 ' - 0 " 50' 50' 50' 50' 50' 50' 50' Steel Carport with Cantilevered columns with 4:12 sloping roof with tile roof to match maintenance building Steel Bollards for Fuel Tank Protection Keystone Retaining Wall NEW Keystone Retaining Wall EXISTING FIRE HYDRANT EXISTING FIRE HYDRANT New Fire Hydrant 'A' New Fire Hydrant 'B' New 20'-0" Wide Asphalt Fire Access Drive New Concrete Drive Apron 6" Wide Concrete Curbs each side of new Fire Access Drive Four new removable bollards to prevent unauthorized vehicles from entering trail Pedestrian Gate See Elevation on sheet A-12 Pedestrian Gate See Elevation on this sheet This roof area cantilevered Existing Painted Crosswalk Striping Existing 14' wide asphalt trail to remain unchanged Existing Chain Link Gate to Remain in Place Existing Corral Fence to Remain in Place Existing Chain Link Fence to Remain in Place Recreational Use Easement See Alta Sheets 1 and 2 Slope and Incidental Purpose Easement Sheet Alta Sheets 1 and 2 Temporary Construction Easement Drainage and Incidental Purpose Easement. See Alta Sheets 1 and 2 Public Service Vehicle Easement. See Alta Sheets 1 and 2 Natural Real Stone Veneer in pattern and color similar to simulated stone veneer at Mausoleum Existing 6'-0 Chain Link Fence to remain 6'-0" High Tube Steel Fence 6'-6" Integral Color Tan Burnished Concrete Block Pilasters New Precast Concrete Walls with Wood Grain Finish with Horizontal Score Lines 8'-0" Max. Height above grade 20'-0" Light Pole 20'-0" Light Pole Min. 5'--0" Wide Level Gravel Walk around building 8'-0" High Splitface Concrete Block wall along this line varies in height according to the natural grade on the public side of this wall to provide an 8'-0" high security barrier 8'-0" Splitface Concrete Block Walls Stepping with grade Existing Chain Link Fence to remain in place Concrete Curbs, typ 6'-0" High Tube Steel Swinging Gates Accessible Path of Travel shown with heavy dots 3 Yard Trash Bin 3 Yard Recyclables Trash Bin 40 Yard Roll Off Bin for Green Waste Concrete Pad 6'-0" Parkway 12'-0"Trail20'-0" Setback from ROW to Face of Wall New Internment Area Employee Outdoor Patio Face of Curb Right of Way Line 8'-0" ROW Trash Bins under steel roof structure Holy Sepulcher Cemetery • Maintenance Building Architectural Site Plan A R C H I T E C T 1 5 6 1 5 A l t o n P a r k w a y # 4 5 0 I r v i n e C a l i f o r n i a 9 2 6 1 8 9 4 9 4 5 0 1 0 8 8 9 4 9 2 6 6 5 5 5 7 m i c k a r t z a r c h @ g m a i l . c o m New Internment Area New Single Story Cemetery Maintenance Building and Ofﬁce Building Shown shaded 6,480 s.f. A-6 N o r t h Existing Water Tank Existing Pump House SANTIAGO CANYON ROAD 1 5 ' S e t b a c k NEW Fuel Storage Tanks Scale: 1" = 20'-0" APRIL 27, 2020 31'-0"Setbac k30'-0"Setback20'-0"40' -0 "297.93'N89°57'05"WD D S N18°09'51"W92.73' N44°1 9' 3 4" W 235.3 0' N1 3 ° 1 6 ' 4 0 " E 10. 8 0 'N34°02'18"E112.47'116.85 ' N19°13'13"W 179.23'L = 641.27' N19°13'13"W 305.10'L = 621.84' DRIVEWAYDRIVEWAYC.B. C.B. A. C. P A V E M E N T 86.88' 195.27' 28'-6" 30'-0"80'-0"Setback88'-0"Setback20'-0"5'-0" Existing Round Pole Three Rail Fence 20'-0" Min.Setback1 5 ' M i n . S e t b a c k EXISTING RESIDENCE EXISTING BARN E X I S T I N G C O R R A L EXISTING PARKING AREA Parking Spaces Required: 1,358 s.f. (office area ) x 4 spaces / 1,000 s.f. = 5 parking spaces Parking Spaces Provided: 7 parking spaces provided on site and 8 parking spaces provided on the adjacent cemetery parcel for maintenance facility use/38' RadiusRequired for CulDe Sac per City ofOrange36'-0" 2'-8"13'-4"2'-8"13'-4"2'-8"2'-8"12'-0"2'-8"12'-0"2'-8"12'-0"2'-8"12'-0"2'-8"12'-0"2'-8"12'-0"2'-8"12'-0"2'-8"12'-0"2'-8"12'-0"2'-8"12'-0"2'-8"12'-0"2'-8"12'-0"2'-8"2'-8"12'-0"2'-8"12'-0"2'-8"12'-0"2'-8"12'-0"2'-8"12'-0"2'-8"12'-0"2'-8"12'-0"2'-8"2'-8"12'-0"2'-8"12'-0"2'-8"12'-0"2'-8"12'-0"2'-8"12'-0"2'-8"13'-4"2'-8"13'-4"2'-8"2'-8"12'-0"2'-8"12'-0"2'-8"2'-8"12'-0"2'-8"12'-0"2'-8"108'-0"137'-4" 32'-0"32'-0"3'-0" Clear 4'-0" Clear 18"Min 18"Min 18"Min 18"Min18'min44" Clear4'-0" MinMaintenance Garage Maintenance Garage Maintenance Shop Holy Sepulcher Cemetery • Maintenance Building • Floor Plan A R C H I T E C T 2 1 0 2 B u s i n e s s C e n t e r D r i v e S u i t e 2 0 3 D I r v i n e C a l i f o r n i a 9 2 6 1 2 9 4 9 4 5 0 1 0 8 8 m i c k a r t z a r c h @ g m a i l . c o m Staff Outdoor Patio A-7Section ASheet A-8Section ASheet A-8Section B Sheet A-8 Section B Sheet A-8N o r t hW ES Northwest Elevation Southeast Elevation NortheastElevationSouthwestElevationNortheastElevationSouthwestElevationNorthwest Elevation Southeast Elevation Scale: 3/16" = 1'-0" APRIL 27, 2020 Staff Break Room Hallway Maintenance Manager's OfficeElectrical Enlarged Restroom Floor Plan Men's Restroom Women's ShowerWomen's Restroom Men's Lockers Bench Men's Restroom Women's ShowerWomen's Restroom Men's Lockers 2'-6" x 4'-0" Clear2'-6" x 4'-0" Clear60" x 60" Min. Clear 60" x 60" Min. Clear 60" x 60" Min. Clear 5'-0" Min.5'-0" Min.59" Min. 4" Max 34" Clear 5'-0" Min. Bench 5'-0" Min.2'-6" x 4'-0" Clear Note on Restroom and Building Accessibility This enlarged floor plan indicates the clearance requirements of Chapter 11B of the 2019 Edition of the California Building. This information, interior elevations and details for accessibility shall be shown on the construction drawings for this project for approval by the City of Orange Building Dept. prior to Building Permits 30 sq ft 29 sq ft 31 sq ft Prefinished gutter and downspouts at all roof edges Keystone Block Retaining Wall Fixed Glass Sloping Skylights over garage bays for natural daylightHeavy Gauge Steel Roll Up doors in prepainted finish to match Medium Bronze Storefront Wall mounted LED Security Light Fixture Prefabricated Steel Trusses Heavy Gauge Steel Roll Up doors in prepainted finish to match Medium Bronze Storefront Fixed Glass Sloping Skylights over garage bays for natural daylight 573.8 T.O.S Fixed Glass Sloping Skylights over garage bays for natural daylight Prefinished gutter and downspouts at all roof edges Clear Low E Glass set in Medium Bronze Anodized Storefront 8 x 8 x 16 Shotblast Integral Color Concrete Block Pilaster with scored vertical and horizontal joints Flat Concrete Tile Roof Boral Saxony Slate - Rocky Mountain Cobblestone Color Tan Shotblast Concrete Block Walls, typ. 10'--0" as measured from the lower grade Address Letters shall be 10" High Powder Coated White Aluminum secured to fascia Wall mounted LED Security Light Fixture Wall mounted LED Security Light Fixture Section A - A 108'-0" Holy Sepulcher Cemetery • Maintenance Building • Sections and Exterior Elevations A-8 Scale: 3/16" = 1'-0" APRIL 27, 2020 Section B - B 108'-0" Typical Exterior Wall Illustration21'-0" Max Heightat Maintenance Building137'-4"137'-4" Garage Garage 5286 C A R C H I T E C T 2 1 0 2 B u s i n e s s C e n t e r D r i v e S u i t e 2 0 3 D I r v i n e C a l i f o r n i a 9 2 6 1 2 9 4 9 4 5 0 1 0 8 8 m i c k a r t z a r c h @ g m a i l . c o m 10'-0" MaxHeightPROPOSED POLE LIGHTS shall be max. 20'-0" above adjacent grade, dark bronze color, LED, downward projecting. PROPOSED WALL MOUNTED LIGHTS shall be dark bronze color, downward projecting, mounted at locations shown on the exterior elevations on sheet A - 8 and A - 10 31 sq ft31 sq ft31 sq ft31 sq ft 31 sq ft31 sq ft31 sq ft31 sq ft 31 sq ft31 sq ft 31 sq ft28 sq ft 29 sq ft 29 sq ft 29 sq ft 61 sq ft 31 sq ft31 sq ft31 sq ft 31 sq ft 31 sq ft31 sq ft31 sq ft31 sq ft Wall mounted LED Security Light Fixture Heavy Gauge Steel Roll Up doors in prepainted ﬁnish to match painted concrete block Fixed Glass Sloping Skylights over garage bays for natural daylight Flat Concrete Tile Roof Boral Saxony Slate - Appalachian Slate Color Preﬁnished gutter and downspouts at all roof edges 8 x 8 x 16 Shotblast Integral Color Concrete Block Pilaster with scored vertical and horizontal joints Approximate Finished Grade Line Clear Low E Glass set in Medium Bronze Anodized Storefront 8 x 8 x 16 Gray Precision Concrete Block Walls with scored horizontal joints and ﬂush vertical joints to replicate siding. Paint Tan Color 2" x 3" Dark Bronze Anodized Aluminum Storefront , shop fabricated with 1/4" dark gray spandrel glass at north side 8 x 8 x 16 Gray Precision Concrete Block Walls with scored horizontal joints and ﬂush vertical joints to replicate siding. Paint Tan Color Public Safety Surveillance View Ports in CMU Walls Holy Sepulcher Cemetery • Maintenance Building • Exterior Elevations 2 1 0 2 B u s i n e s s C e n t e r D r i v e S u i t e 2 0 3 D I r v i n e C a l i f o r n i a 9 2 6 1 2 9 4 9 4 5 0 1 0 8 8 m i c k a r t z a r c h @ g m a i l . c o m A-9A R C H I T E C T 20'-0" Max Height MaintenanceBuilding above grade20'-0" Max Height MaintenanceBuilding above grade137'-4"28'-0" Max Height MaintenanceBuilding above grade20'-0" Max Height MaintenanceBuilding above grade137'-4"137'-4"28'-0" Max Height MaintenanceBuilding above gradeNortheast Elevation Southeast Elevation Northwest Elevation Scale: 3/16" = 1'-0" APRIL 27, 2020 Northwest Elevation 108'-0"8'-0"Max. Wall mounted LED Security Light Fixture Flat Concrete Tile Roof Boral Saxony Slate - Appalation Blend Color New Expanded Internment Lawn 5'-0" Wide, 2:1 Landscaped Slope Bank Property Line 8'-0" High Shotblast Concrete Block Wall 5'-0" Wide, 2:1 Landscaped Slope Bank 8'-0" High Splitface Concrete Block Wall 8'-0" High Splitface Concrete Block Wall 8'-0" High Shotblast Concrete Block Wall 5'-0" Wide, 2:1 Landscaped Slope Bank 5'-0" Wide, 2:1 Landscaped Slope Bank Public Safety Surveillance View Ports in CMU Walls 3 Yard Trash Bins Steel Frame Roof over trash bins 40 Yard Green Waste Roll Off Bin Public Safety Surveillance View Ports in CMU Walls Continuous Roof Gutter connected to surface downspouts with downspout onto asphalt surface. Water from roofs shall ﬂow to the on site surface water drainage system Continuous Roof Gutter connected to surface downspouts with downspout onto asphalt surface. Water from roofs shall ﬂow to the on site surface water drainage system Continuous Roof Gutter connected to surface downspouts with downspout onto asphalt surface. Water from roofs shall ﬂow to the on site surface water drainage system Continuous Roof Gutter connected to surface downspouts with downspout onto asphalt surface. Water from roofs shall ﬂow to the on site surface water drainage system Holy Sepulcher Cemetery • Misc. Structures • Sections and Exterior Elevations A R C H I T E C T 2 1 0 2 B u s i n e s s C e n t e r D r i v e S u i t e 2 0 3 D I r v i n e C a l i f o r n i a 9 2 6 1 2 9 4 9 4 5 0 1 0 8 8 m i c k a r t z a r c h @ g m a i l . c o m A-10 Trash Enclosure Section Maintenance Equipment North Elevation Maintenance Equipment Shed South Elevation 22'-0" Max Height atEquipment Canopy10'-0" Max.26'-0" Trash Enclosure Southwest Elevation Maintenance Equipment Shed Section Fuel Station North Elevation15'-0" Clear Height atFueling Station CanopyScale: 3/16" = 1'-0" APRIL 27, 2020 94'-0" 94'-0" 32'-0"8'-0"Max.5'-0" Setback 12'-0"10'-0" Max.8'-0"Max.10'-0" MaxHeight8'-0"Max.10'-0" MaxHeight10'-0" MaxHeight16'-0"10'-0" MaxHeight12'-0"6'-0" 573.8 Floor Line 573.8 Floor Line 573.8 Floor Line 573.8 Floor Line Keystone Block Retaining Wall 573.8 Floor Line Keystone Block Retaining Wall Keystone Block Retaining Wall Keystone Block Retaining Wall 5" Thick Concrete Walking Path for Fire Dept Access Existing 6'-0" Chain Link Fence to remain in place Existing 6'-0" Chain Link Fence to remain in place Existing 6'-0" Chain Link Fence to remain in place 5" Thick Concrete Walking Path for Fire Dept Access 5" Thick Concrete Walking Path for Fire Dept Access 5" Thick Concrete Walking Path for Fire Dept Access 5" Thick Concrete Walking Path for Fire Dept Access 5" Thick Concrete Walking Path for Fire Dept Access 5'-0" Min. Setback to building pilasters 18'-0" Wide Drainage Easement 14'-0" Wide Equestrian Trail 4'-0" Wide Conc. 'V' Gutter 13'-8" Setback 14'-0" Wide Equestrian Trail 4'-0" Wide Conc. 'V' Gutter 18'-0" Wide Drainage Easement 14'-0" Wide Equestrian Trail 4'-0" Wide Conc. 'V' Gutter 74.00 72.00 70.00 68.00 66.00 75.00 73.00 71.00 69.00 67.00 74.00 72.00 70.00 68.00 66.00 75.00 73.00 71.00 69.00 67.00 74.00 72.00 70.00 68.00 66.00 75.00 73.00 71.00 69.00 67.00 74.00 72.00 70.00 68.00 66.00 73.00 71.00 69.00 67.00 74.00 72.00 70.00 68.00 66.00 75.00 73.00 71.00 69.00 67.00 74.00 72.00 70.00 68.00 66.00 75.00 73.00 71.00 69.00 67.00 Wall Section 4 Wall Section 5 Wall Section 6Wall Section 3 65.0065.00 65.00 65.00 65.00 64.00 64.00 64.00 13'-8" Setback 13'-8" Setback 72.00 70.00 67.00 69.00 71.00 73.00 75.00 68.00 66.00 74.00 72.00 70.00 67.00 69.00 71.00 73.00 75.00 68.00 66.00 65.00 74.00 Holy Sepulcher Cemetery • Maintenance Building • Site Wall Details Scale: 1" = 1'-0" APRIL 27, 2020 2 1 0 2 B u s i n e s s C e n t e r D r i v e S u i t e 2 0 3 D I r v i n e C a l i f o r n i a 9 2 6 1 2 9 4 9 4 5 0 1 0 8 8 m i c k a r t z a r c h @ g m a i l . c o m A-11A R C H I T E C T 76.00 77.00 78.00 76.00 77.00 78.00 Wall Section 2 Wall Section 1 5'-0" Min. Setback to building pilasters 5'-0" Min. Setback to building pilasters 5'-0" Min. Setback to building pilasters 5'-0" Min. Setback to building pilasters 5'-0" Min. Setback to building pilasters 60' 60' Steel Framed Equipment Shed with Concrete Tile Roof to match Maintenance Building New Expanded Internment Area Existing Pump House New Fuel Tank with flat roof 6'-0" High Tube Steel Fence 6'-0" High Tube Steel Swinging Gates 6'-6" Integral Color Tan Burnished Concrete Block Pilasters 8:1 (12%) Lawn Slope Down from existing upper Internment Area New Precast Concrete Walls with Wood Grain Finish with Horizontal Score Lines 8'-0" Max. Height above grade New Keystone Retaining Wall Existing Water Tank New Maintenance Building Existing Wood Three Rail Fence at Existing Equestrian Trail Existing 6'-0 Chain Link Fence to remain Entrance Monument Wall Signs New Expanded Internment Area Three new removable bollards to prevent unauthorized vehicles from entering trail New Wood Three Rail Fence at Existing Equestrian Trail to match existing NEW Keystone Retaining Wall Existing 14' wide asphalt trail to remain unchanged Existing Concrete Block Retaining Wall and Chain Link Fence to Remain in Place Drainage and Incidental Purpose Easement. See Alta Sheets 1 and 2 Existing Chain Link Gate to Remain in Place Public Service Vehicle Easement. See Alta Sheets 1 and 2 Existing 6'-0" High Chain Link Fence to remain in place Existing Gates and Bollards to be removed Concrete Curbs, typ Maintenance Service Yard 10'-0" Maximum Height Splitface Concrete Block Wall on side facing Maintenance Area Service Yard Existing Chain Link Fence to remain in place Min. 5'--0" Wide Level Gravel Walk around building 8'-0" High Splitface Concrete Block wall along this line varies in height according to the natural grade on the public side of this wall to provide an 8'-0" high security barrier 8'-0" Splitface Concrete Block Walls Stepping with grade Existing Chain Link Fence to remain in place Accessible Path of Travel shown with heavy dots Natural Real Stone Veneer in pattern and color similar to simulated stone veneer at Mausoleum Holy Sepulcher Cemetery • Maintenance Building Wall and Fence Plan A R C H I T E C T 1 5 6 1 5 A l t o n P a r k w a y # 4 5 0 I r v i n e C a l i f o r n i a 9 2 6 1 8 9 4 9 4 5 0 1 0 8 8 9 4 9 2 6 6 5 5 5 7 m i c k a r t z a r c h @ g m a i l . c o m A-12 Scale: 1" = 20'-0" APRIL 27, 2020 SANTIAGO CANYON ROAD 20'-0" Setback from ROW to Face of Wall 20'-0"40' -0 " New Internment Area 5'-0" Setbac k A-10A-10A-10A-1038' RadiusRequired for CulDe Sac per City ofOrangeW A L L a n d F E N C E L E G E N D Existing Chain Link Fence and Gate to remain in place Existing Wood Three Rail Fence at Existing Equestrian Trail New Precast Concrete Walls with Wood Grain Finish with Horizontal Score Lines 8'-0" Max. Height above grade 8'-8" High Integral Color Concrete Block Pilasters New Wood Three Rail Fence at Existing Equestrian Trail to match existing 6'-6" Integral Color Tan Burnished Concrete Block Pilasters 6'-0" High Tube Steel Fence Natural Real Stone Veneer pilasters in pattern and color similar to simulated stone veneer at Wall Crypts 8'-0" Splitface Concrete Block Walls Stepping with grade 6" wide concrete curbs, 6" high above adjacent surface Keystone Retaining Wall1A-111A-116A - 1 1 6A - 1 1 5A - 1 1 4A - 1 1 4A - 1 1 2A-112A-113A-113A-115A - 1 1 36'-0" 97' 97' 97' Steel Framed Equipment Shed with Concrete Tile Roof to match Maintenance Building New Expanded Internment Area Existing Pump House New Fuel Tank with flat roof Natural Real Stone Veneer in pattern and color similar to simulated stone veneer at Mausoleum 6'-0" High Tube Steel Fence Existing 6'-0 Chain Link Fence to remain 6'-0" High Tube Steel Swinging Gates 6'-6" Integral Color Tan Burnished Concrete Block Pilasters 8:1 (12%) Lawn Slope Down from existing upper Internment Area Existing Wood Three Rail Fence at Existing Equestrian Trail New Precast Concrete Walls with Wood Grain Finish with Horizontal Score Lines 8'-0" Max. Height above grade Keystone Retaining Wall Existing Water Tank 8'-0" High Tube Steel Automatic Sliding Gates with Solid Back to prevent viewing into Maintenance Yard New Expanded Internment Area New Maintenance Building Keystone Retaining Wall New Maintenance Building New Maintenance Building 10'-0" Maximum Height Splitface Concrete Block Wall on side facing Maintenance Service Yard. Existing 6'-0" High Chain Link Fence to remain in place 8'-0" Shotblast Concrete Block Walls Stepping with grade 8'-0" Shotblast Concrete Block Walls Stepping with grade Existing 6'-0" High Chain Link Fence to remain in place 8'-0" Shotblast Concrete Block Walls Stepping with grade Existing 6'-0" High Chain Link Fence to remain in place 10'-0" Maximum Height Shotblast Concrete Block Wall on side facing Maintenance Service Yard. 8'-0" Shotblast Concrete Block Walls Stepping with grade Public Safety Surveillance Points in Exterior Block Walls Public Safety Surveillance Point at 8'-0" High Open Tube Steel Pedestrian Gate Roll Off Bin for Green Waste 3 Yard Trash Bin 3 Yard Bin for Recyclables Flat Roof over trash bins Public Safety Surveillance Point at 8'-0" High Open Tube Steel Pedestrian Gate 8'-0" High Tube Steel Automatic Sliding Gates with Solid Back to prevent viewing into Maintenance Yard Concrete Sidewalk 5'-0" from face of pilasters for Fire Dept. access around back side Required Fire Dept. 8'-0" High Hose Pull Access Gate and Public Safety Surveillance Point Required Accessible Pedestrian 8'-0" High Open Tube Steel Gate and Public Safety Surveillance Point Required Fire Dept. 8'-0" High Hose Pull Access Gate and Public Safety Surveillance Point Required Accessible Pedestrian 8'-0" High Open Tube Steel Gate and Public Safety Surveillance Point Public Safety Surveillance Point at 8'-0" High Open Tube Steel Pedestrian Gate 8'-0" High Tube Steel Automatic Sliding Gates with Solid Back to prevent viewing into Maintenance Yard Public Safety Surveillance Point at 8'-0" High Open Tube Steel Pedestrian Gate Holy Sepulcher Cemetery • Maintenance Building • Overhead Views A R C H I T E C T A-13 APRIL 27, 2020 View from the North View from the Southeast View from the East 80'80' 80' Nor t h Site Reference Plan View from Southeast View fro m North View fromEast 2 1 0 2 B u s i n e s s C e n t e r D r i v e S u i t e 2 0 3 D I r v i n e C a l i f o r n i a 9 2 6 1 2 9 4 9 4 5 0 1 0 8 8 m i c k a r t z a r c h @ g m a i l . c o m 108' 108' 108' Steel Framed Equipment Shed with Concrete Tile Roof to match Maintenance Building Natural Real Stone Veneer in pattern and color similar to simulated stone veneer at Mausoleum 6'-0" High Tube Steel Fence 6'-6" Integral Color Tan Burnished Concrete Block Pilasters Existing Wood Three Rail Fence at Existing Equestrian Trail New Precast Concrete Walls with Wood Grain Finish with Horizontal Score Lines 8'-0" Max. Height above grade Keystone Retaining Wall Existing Water Tank New Maintenance Building Existing 14' wide asphalt drive to remain in place and serve as public access equestrian trail Existing Concrete Block Wall and Chain Link Fence to remain in place Existing Orange County Public Service Vehicle Easement New Removable Bollards to prevent unauthorized vehicles from entering the trail Existing 6' chain link fence to remain in place 8'-0" Shotblast Concrete Block Walls Stepping with grade Existing 6'-0" High Chain Link Fence to remain in place Public Safety Surveillance Point at 8'-0" High Open Tube Steel Pedestrian Gate Public Safety Surveillance Point at 8'-0" High Open Tube Steel Pedestrian Gate Public Safety Surveillance Point at 8'-0" High Open Tube Steel Pedestrian Gate Concrete Sidewalk 5'-0" from face of pilasters for Fire Dept. access around back side Public Safety Surveillance Point at 8'-0" High Open Tube Steel Pedestrian Gate 8'-0" High Tube Steel Automatic Sliding Gate with Solid Back to prevent viewing into Maintenance Yard New Precast Concrete Walls with Wood Grain Finish with Horizontal Score Lines 8'-0" Max. Height above grade Existing Wood Three Rail Fence at Existing Equestrian Trail Public Safety Surveillance Points in Exterior Block Walls Holy Sepulcher Cemetery • Maintenance Building • Eye Level Views A R C H I T E C T 2 1 0 2 B u s i n e s s C e n t e r D r i v e S u i t e 2 0 3 D I r v i n e C a l i f o r n i a 9 2 6 1 2 9 4 9 4 5 0 1 0 8 8 m i c k a r t z a r c h @ g m a i l . c o m A-14 APRIL 27, 2020 Street View from the SouthStreet View from the West 80'80' 80' Nor t h Site Reference Plan Eye Level Viewfrom the WestBi r d ' s E y e V i e w fr o m t h e N o r t h Eye L e v e l V i e w from t h e S o u t h Bird's Eye View from the North See enlargment on sheet A-18 119'119' Steel Framed Equipment Shed with Concrete Tile Roof to match Maintenance Building Natural Real Stone Veneer in pattern and color similar to simulated stone veneer at Mausoleum 6'-0" High Tube Steel Fence Existing 6'-0 Chain Link Fence to remain 6'-0" High Tube Steel Swinging Gates 6'-6" Integral Color Tan Burnished Concrete Block Pilasters 8:1 (12%) Lawn Slope Down from existing upper Internment Area Existing Wood Three Rail Fence at Existing Equestrian Trail New Precast Concrete Walls with Wood Grain Finish with Horizontal Score Lines 8'-0" Max. Height above grade Existing Water Tank Existing 6'-0" High Chain Link Fence to remain in place New Expanded Internment Area New Maintenance Building 8'-0" High Tube Steel Automatic Sliding Gate with Solid Back to prevent viewing into Maintenance Yard Public Safety Surveillance Point at 8'-0" High Open Tube Steel Pedestrian Gate Public Safety Surveillance Point at 8'-0" High Open Tube Steel Pedestrian Gate Public Safety Surveillance Points in Exterior Walls Flat Roof at Fuel Tank and Trash Enclosure to be brown gravel built up roof Holy Sepulcher Cemetery • Maintenance Building •Entry Signage Details A R C H I T E C T A-15 APRIL 27, 2020 80'80' 80' Nor t h Site Reference Plan View at New Entry Walls and GatesView at New EntryWalls and GatesEntry Sign Wall Detail Overhead View from the South Over h e a d V i e w looki n g N o r t h 2 1 0 2 B u s i n e s s C e n t e r D r i v e S u i t e 2 0 3 D I r v i n e C a l i f o r n i a 9 2 6 1 2 9 4 9 4 5 0 1 0 8 8 m i c k a r t z a r c h @ g m a i l . c o m See enlargment on sheet A-18 130' 130' 130' 6'-0" High Tube Steel Fence 8'-6" Integral Color Tan Burnished Concrete Block Pilasters 8:1 (12%) Lawn Slope Down from existing upper Internment Area 8'-0" Shotblast Concrete Block Walls Stepping with grade Existing Wood Three Rail Fence at Existing Equestrian Trail New Precast Concrete Walls with Wood Grain Finish with Horizontal Score Lines 8'-0" Max. Height above grade Existing Water Tank New Expanded Internment Area Steel Framed Equipment Shed with Concrete Tile Roof to match Maintenance Building Steel Framed Equipment Shed with Concrete Tile Roof to match Maintenance Building 10'-0" Maximum Height Shotblast Concrete Block Wall on side facing Maintenance Area Service Yard. Existing 6'-0 Chain Link Fence to remain 8:1 (12%) Lawn Slope Down from existing upper Internment Area 5'-0" Wide, 2:1 Landscaped Slope Bank 5'-0" Wide, 2:1 Landscaped Slope Bank 8'-0" Shotblast Concrete Block Walls Stepping with grade Roll Off Bin for Green Waste 3 Yard Trash Bin 3 Yard Bin for Recyclables Flat Roof over trash bins Concrete Slab at Trash Areas ( all three bins) Public Safety Surveillance Points in Exterior Block Walls Public Safety Surveillance Points in Exterior Block Walls 2'-8" wide, typical Roll Off Bin for Green Waste 3 Yard Trash Bin 3 Yard Bin for Recyclables Flat Roof over trash bins Public Safety Surveillance Points in Exterior Block Walls Steel Framed Equipment Shed with Concrete Tile Roof to match Maintenance Building Public Safety Surveillance Point at 8'-0" High Open Tube Steel Pedestrian Gate 8'-0" High Tube Steel Automatic Sliding Gate with Solid Back to prevent viewing into Maintenance Yard Flat Roof at Fuel Tank to be brown gravel built up roof Holy Sepulcher Cemetery • Maintenance Building •New Internment Area Details A R C H I T E C T A-16 APRIL 27, 2020 80'80' 80' Nor t h Site Reference Plan 8'-0" Max5'-0"View from Maintenance Yard looking East View from New Internment Area looking North Overhead View at New Internment AreaView from MaintenanceYard looking EastOverhea d Vi e w at New Internm e n t A r e a View f r o m N e w Inter n m e n t A r e a look i n g N o r t h 10'-0"Max10'-0"Max2 1 0 2 B u s i n e s s C e n t e r D r i v e S u i t e 2 0 3 D I r v i n e C a l i f o r n i a 9 2 6 1 2 9 4 9 4 5 0 1 0 8 8 m i c k a r t z a r c h @ g m a i l . c o m See enlargment on sheet A-18 23 sq ft 8'-0" High Tube Steel Swinging Gates Powder Coated RAL 8014 Sepia Brown 6'-0" High Tube Steel Fence Powder Coated RAL 8014 Sepia Brown 8 x 8 x 16 Shotblast Integral Color Concrete Block Pilaster with scored vertical and horizontal joints 8'-0" High Tube Steel Pedestrian Gate New 5'-0" High Three Rail Open Pole Wood Fence to match existing 8 x 8 x 16 Shotblast Integral Color Concrete Block Pilaster with scored vertical and horizontal joints Precast Concrete Caps New Precast Concrete Walls with Wood Grain Finish with Horizontal Score Lines 8'-0" Max. Height above grade Holy Sepulcher Cemetery • Maintenance Building •Street Wall & Fence Elevations A R C H I T E C T 2 1 0 2 B u s i n e s s C e n t e r D r i v e S u i t e 2 0 3 D I r v i n e C a l i f o r n i a 9 2 6 1 2 9 4 9 4 5 0 1 0 8 8 m i c k a r t z a r c h @ g m a i l . c o m A-17 Scale:1/2"=1'-0" APRIL 27, 2020 28'-0" Wide Fire Access Drive Aisle Elevation 'A - A' at Maintenance Area Gates Elevation 'C - C' at Pedestrian Gate Elevation 'D - D' at Privacy Wall & Open Tube Steel Fencing Existing and New Walls, Fence and Gates Reference Plan Elevation 'B - B' at Typical Horse Trail Fence 8'-0" Max80'80' 80' Nor t hElevation A-AElevation C-CElevation B-B Elevation D-D Precast Concrete Caps 5'-0"Security View Opening required by the City of Orange Police Dept. Existing Maintenance Building to be removed Existing Maintenance Yard to be removed Existing Vacant Lot Existing Easement Existing Water Tank to remain in place Existing Pump House to remain in place Existing Entry Drive Existing Internment Area Existing Equestrian Yard Holy Sepulcher Cemetery • Maintenance Building Project Existing Site Photos A R C H I T E C T 1 5 6 1 5 A l t o n P a r k w a y # 4 5 0 , I r v i n e C a l i f o r n i a 9 2 6 1 8 9 4 9 4 5 0 1 0 8 8 9 4 9 2 6 6 5 5 5 7 m i c k a r t z a r c h @ g m a i l . c o m A-19 Scale: 1" = 40'-0" April 27, 2020 View #1 at Existing Easement Drive Apron View #2 at Existing Horse Trail View #3 View from Santiago View #4 from Santiago View #5 from Santiago View #6 at Existing Horse Crossing & Entry Drive View #13 at Maintenance Building to be removed View #14 at Existing Drive & building to be removed View #15 from Existing Internment Area View #16 from existing Interment AreaView #12 at Existing Retaining Walls to be removed View #9 at Existing Water Tank to remain View #7 at Existing Pump House to remain View #10 at Existing Easement looking Southwest View #8 at Existing Easement looking Northeast View #11 at Existing Vacant Lot 1 2 345 6 7 9 810 111 2 13141615 N o r t h Santiag o Canyon Road HOLY SEPULCHER CEMETERYMAINTENANCE FACILITYCITY OF ORANGE, COUNTY OF ORANGE, STATE OF CALIFORNIA31591 Camino Capistrano San Juan Capistrano, CA 92675 www.RJMdesigngroup.com [949] 493-2690 fax [949] 493-2600 phone © IRRIGATION CONCEPT PLAN HOLY SEPULCHER CEMETERYMAINTENANCE FACILITYCITY OF ORANGE, COUNTY OF ORANGE, STATE OF CALIFORNIA31591 Camino Capistrano San Juan Capistrano, CA 92675 www.RJMdesigngroup.com [949] 493-2690 fax [949] 493-2600 phone © IRRIGATION CONCEPT LEGEND HOLY SEPULCHER CEMETERYMAINTENANCE FACILITYCITY OF ORANGE, COUNTY OF ORANGE, STATE OF CALIFORNIA31591 Camino Capistrano San Juan Capistrano, CA 92675 www.RJMdesigngroup.com [949] 493-2690 fax [949] 493-2600 phone © IRRIGATION CONCEPT DETAILS1 1 2 2 3 3 4 6 5 6 5 7 7 24" 34 8 8 9 9 AR 3" 12" 2 8 10 13 12 3 6 13 19 11 7 3 4 1 9 13 12 11 10 9 8 7 6 5 4 3 2 1