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HomeMy WebLinkAbout02 PC AGENDA REPORT ST. CECILIA CHURCH r AGENDA REPORT ITEM # MEETING DATE: OCTOBER 23, 2018 TO: PLANNING COMMISSION FROM: COMMUNITY DEVELOPMENT DEPARTMENT SUBJECT: CONDITIONAL USE PERMIT 2017-04 & DESIGN REVIEW 2017-004 APPLICANT: ARIL GLESS PLUMP GROUP 914 E. KATELLA AVENUE ORANGE, CA 92805 PROPERTY OWNER: ST. CECILIA CHURCH 13280 CHAPMAN AVENUE GARDEN GROVE, CA 92840 LOCATION: 1301 SYCAMORE AVENUE, TUSTIN, CA, 92780 GENERAL PLAN: PUBLIC AND INSTITUTIONAL (P&I) ZONING: PUBLIC AND INSTITUTIONAL (P&I) REQUEST: A REQUEST TO CONSTRUCT A 9,936 SQUARE-FOOT TWO- STORY MEETING ROOM BUILDING, A 2,971 SQUARE-FOOT OFFICE BUILDING EXPANSION, AND 3,608 SQUARE FEET OF OFFICE AND ASSEMBLY AREA IMPROVEMENTS. ENVIRONMENTAL: THIS PROJECT IS CATEGORICALLY EXEMPT PURSUANT TO SECTION 15332 (CLASS 32) OF THE CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA). RECOMMENDATION: That the Planning Commission adopt Resolution No. 4373 approving Conditional Use Permit (CUP) 2017-04 and Design Review (DR) 2017-004, authorizing the construction of a new 9,936 square-foot two-story meeting room building, a 2,971 square-foot office building expansion, and 3,608 square feet of office and assembly area tenant improvements at St. Cecilia Church at 1301 Sycamore Avenue. Planning Commission Report October 23, 2018 CUP 2017-04& DR 2017-004 Page 2 4.: "(ln�ill'';IIr SL Cecil Catholic rhurah . r� &-Ijj Bali Conceptual Rendering APPROVAL AUTHORITY: The project site is within the Public and Institutional (P&I) Zoning District. Pursuant to Tustin City Code(TCC)Section 9245b, the proposed project requires the approval of a CUP. TCC Section 9291 authorizes the Planning Commission to review applications for conditional use permits. Design Review is required for site planning and design pursuant to TCC Section 9272x. BACKGROUND: Site and Surrounding Properties The property at 1301 Sycamore Avenue is located on the northerly side of Sycamore Avenue and surrounded by two-story single-family residential dwellings to the west, multiple- family residential dwellings to the north and east, and the A.G. Currie Middle School and Jeane Thorman Elementary School to the south across Sycamore Avenue (Figure 1). Planning Commission Report October 23, 2018 CUP 2017-04& DR 2017-004 Page 3 5t. Cecilia Church W Figure 1 Previous Entitlements The property at 1301 Sycamore Avenue was annexed to the City of Tustin on January 7, 1964. At the time of annexation, property improvements included the church building and two (2)school buildings. On August 25, 1975, the Planning Commission adopted Resolution No. 1462 approving Use Permit 75-18 for the construction of a 7,664 square foot parish hall at St. Cecilia Church. On December 13, 1993, the Planning Commission adopted Resolution No. 3211 approving CUP 93-031 for the temporary placement and use of a 2,490 square foot modular classroom building on the property until December 13, 2000, On January 10, 2005, the Planning Commission adopted Resolution No. 3935 approving CUP 04-011 and DR 04-009 for the construction of a one-story, 5,950 square foot, free- standing office and meeting room and, as part of the approval, allowed the existing modular classroom building that was scheduled for removal to remain until January 10, 2007. On May 23, 2005, the Planning Commission adopted Resolution No. 3971 modifying Condition 1.9 of Resolution No. 3935 to extend the use of the existing modular classroom building in conjunction with the new office and meeting room building until March 1, 2012. Permits for the proposed 5,950 square foot building were never applied for or issued and the entitlements for CUP 04-011 and DR 04-009 became null and void after twelve (12) months along with the extension for the use of the modular classroom building. On April 25, 2011, the Planning Commission adopted Resolution No. 4172 to allow an additional four (4) year extension for the use of the existing modular classroom building until April 26, 2015. The modular classroom building was removed from the site in 2016. Planning Commission Report October 23, 2018 CUP 2017-04& DR 2017-004 Page 4 DISCUSSION: Project Description The proposed project consists of the construction of a new meeting room building of approximately 9,936 square feet, an office building expansion of approximately 2,971 square feet, office and assembly area improvements in the existing parish hall building, and associated landscape and hardscape improvements. The proposed improvements will be constructed within the existing landscaped area between the existing church building and the adjacent residential neighborhood (Figure 2). Q nF ,4 Location of Proposed Meeting Room and Office Expansion Figure 2 The proposed meeting room building is a two-story structure that is approximately thirty(30) feet tall, with a projecting tower facing Sycamore Avenue that reaches a total height of 37.5 feet. The proposed building is located directly adjacent to the existing church Building and has the identical front yard setback of twenty (20) feet. The proposed two-story building is also setback approximately twenty (20)feet from the side property line which abuts existing two-story single family residences on Charloma Drive (Figure 3). The proposed one-story office building addition would connect the proposed meeting room building with the existing parish hall. The addition is approximately fourteen (14) feet in height and is setback 10.5 feet from the side property line with the adjacent Charioma Drive residences. Planning Commission Report October 23,2018 CUP 2017-04$ DR 2017-004 Page 5 AREA ORK rstrerrrwa ww.ygs.o.�i; I em>s.+ro+oa 0 AREA F WORK i -�-__�, o t, W [aa:w•an— ———— 4 L _ 6 �:.... K � ti rvr ...0 V10M.-No glum* MO ON No } N I I Ll II I 11 11 Figure 3—Site Plan In addition to the new meeting room building and office building expansion, other improvements are proposed, including interior improvements to the existing parish hall building, landscape and hardscape improvements, minor parking lot improvements, and modifications to the existing trash enclosure. Design Review The proposed meeting room building is a predominantly flat-roof rectilinear structure with cream color plaster walls and brick bands that match the bricks on the existing church building, The windows are bronze glass in dark bronze aluminum frames, and clerestory windows are proposed on the north and south elevations of the two-story building. The elevation facing Sycamore Avenue features a sloped roof element that replicates the roof of the church. A recessed middle section with stepped soffits and a tower element provide architectural interest to the building. Although the new building is taller than the church building, the light color and the modest use of brick soften the massing and prominence of the building. r~ T1 FAST eLFvanoN west ELFVATHnN East and West Elevations Planning Commission Report October 23, 2018 CUP 2017-04& DR 2017-004 Page 6 The proposed office building addition is also rectilinear in shape and features a sloped shingled roof and a brick exterior that match the adjacent parish hall and office building. New bronze glass windows with dark bronze frames are proposed. ■ ® C3 W . M..° M M SOUTH ELEVATION South Elevation a NORTH ELEVATION North Elevation Parking In accordance with prior approvals for the site, the total required number of parking spaces for St. Cecilia Church was based on the most intensive use on the site, which is the church building with 620 seats. Pursuant to TCC Section 92638, one (1) parking space is required for every three (3) seats in a place of assembly and one (1) parking space is required for every 35 square feet of gross assembly area, classrooms, and meeting rooms based on the most intense simultaneous use. The proposed new meeting room building and office expansion do not trigger a requirement for additional on-site parking, because when church services take place in the church building, the new meeting rooms and offices and the existing parish hall building and offices would be used for ancillary purposes only. Pursuant to Condition of Approval 2.3, "Ali church and school uses shall operate in accordance with the space utilization rates and times described in the Parking Demand Analysis dated June 22, 2018 (Attachment D). Any proposed increase in the utilization rate that could result in parking demand exceeding parking supply shall be submitted to the Community Development Department for review and may require an amendment to the Parking Demand Analysis and/or CUP 2017-04." Therefore, a total of 207 parking spaces are required to be provided on-site, which is based on the 620 seats in the church building. A Planning Commission Report October 23, 2018 CUP 2017-04 & DR 2017-004 Page 7 total of 211 parking spaces will be provided, including seven (7)accessible spaces and three (3) dual loading spaces. In addition, two (2) compact parking spaces will be provided. FINDINGS: In determining whether to approve the CUP and DR for the proposed project, the Planning Commission must determine whether or not the proposed use will be detrimental to the health, safety, morals, comfort, or general welfare of the persons residing or working in the neighborhood, nor be injurious or detrimental to the property and improvements in the neighborhood of the subject property, or to the general welfare of the City; and that the location, size, architectural features, and general appearance of the proposal will not impair the orderly and harmonious development of the area, the present or future development therein, or the occupancy as a whole. A decision to approve this request maybe supported by the following findings: 1. The proposal is consistent with the P&I Zoning District standards in that a place of worship requires a CUP and the development standards are determined through the CUP and DR process by the plans approved by the Planning Commission. The uses are appropriate under the General Plan Land Use Element Public/Institutional designation in that the Church functions as a quasi-public use. 2. The site is consistent with prior conditions of approval for the parish hall under CUP 75-18. While additional square footage is being proposed, no new uses are being added to the site in that a church and school currently exist on the property. 3. Parking for the proposed use can be accommodated on-site, as the required number of parking spaces has been provided based on the most intensive use, which is the church building with 620 seats. All church and school uses shall operate in accordance with the space utilization rates and times described in the Parking Demand Analysis dated June 22, 2018. 4. The architectural design, features, and color palette are consistent with the other buildings on the site. In addition, the scale and massing of the buildings are consistent with the other buildings on the site. J:4-tL�_��_ � AA/V4t'L_ Scott Reekstin �( EI' beth A. Binsack Principal Planner Community Development Director Attachments: A. Location Map B. Land Use Fact Sheet C. Submitted Plans D. Parking Demand Analysis E. Resolution No, 4373 ATTACHMENT A LOCATION MAP Location Map 1301 Sycamore Ave 49 b 1�10 to 300 feL � U0 feet i Z6 >r X.. ATTACHMENT B LAND USE FACT SHEET LAND USE APPLICATION FACT SHEET 1. LAND USE APPLICATION NUMBER(S): CUP 2017-04& DR 2017-004 2. LOCATION:ST. CECILIA CHURCH 3. ADDRESS: 1301 SYCAMORE AVENUE 4. APN(S):500-161-23 5. PREVIOUS OR CONCURRENT APPLICATIONS RELATING TO THIS PROPERTY: UP 75-18; CUP 93-031; CUP 04-011; DR 04-009; CUP 2011-03; CUP 2015-26; DR 2015-021 6. SURROUNDING LAND USES: NORTH: RESIDENTIAL SOUTH: SCHOOL WEST: RESIDENTIAL EAST: RESIDENTIAL 7. SURROUNDING ZONING DESIGNATION: NORTH: MULTIPLE FAMILY RESIDENTIAL SOUTH: PUBLIC& INSTITUTIONAL WEST: SINGLE FAMILY RESIDENTIAL EAST: SUBURBAN RESIDENTIAL 8. SURROUNDING GENERAL PLAN DESIGNATION: NORTH: HIGH DENSITY RESIDENTIAL SOUTH: PUBLIC&INSTITUTIONAL WEST: LOW DENSITY RESIDENTIAL EAST: HIGH DENSITY RESIDENTIAL COMMERCIALIBUSINESS 9. SITE LAND USE: A. EXISTING: CHURCH/SCHOOL PROPOSED: SAME B. GENERAL PLAN: PUBLIC & INSTITUTIONAL PROPOSED: SAME C. ZONING: PUBLIC & INSTITUTIONAL PROPOSED:SAME DEVELOPMENT FACTS: 10. LOT AREA(2 LOTS): 207,900 S.F. 4.77 ACRES (NET) 11. BUILDING AREA PROPOSED: 12,907 S.F. 12. BUILDING SETBACKS: REQUIRED PROPOSED FRONT: ESTABLISHED BY CUP 20 FEET SIDE: ESTABLISHED BY CUP 10 FEET-6 INCHES 13. PARKING: 207 REQUIRED STALLS 211 PROVIDED STALLS (PLUS 2 COMPACT SPACES) ATTACHMENT C SUBMITTED PLANS w !� w w FACILITY EXPANSION FOR . 0: � o PLUM PGROUP q ARCHITECTURE & ENGINEERING a division of Plump Engineering, Inc. _ ST ,, CECILIA CATHOLIC CHURCH 914 E . KATELLA AVENUE } ANAHEIM, CALIFORNIA 92805 P (714) 385-1835 F(714) 385-1834 U www.plumpgroup.com 1311 SYCAMORE AVENUEU TUSTIN CA 92780 Z C7 Z w w Z C7 Z St Cecilia z Church J a O z 1301 Sycamore Tustin, CA 92780 714-544-3250 w SYMBOL LEGEND ABBREVIATIONS MISCELLANEOUS NOTES PROJECT DIRECTORY SHEET INDEX w CLIENT / OWNER: ARCHITECT & ENGINEERING TEAM): GENERAL NOT ALL ABBREVIATIONS MAY BE USED IN THIS DOCUMENT & AND 1.D. INTERIOR DESIGN U ( ) IN. INCH 1. A GRADING PERMIT IS REQUIRED TO PREPARE THE GROUNDS FOR BUILDING AND SITE 6001 COVER SHEET & GENERAL NOTES AT INFO. INFORMATION IMPROVEMENTS. T. CECILIA CATHOLIC CHURCH PLUMP GROUP EXTERIOR ELEVATION TARGET EXTERIOR ELEVATION TARGET A.B. ANCHOR. BOLT 301 SYCAMORE AVENUE 914 E KATELLA AVENUE CIVIL INV. INVERTED A.C. ASPHALTIC CONCRETE o DETAIL DESIGNATION 2. APPLICABLE ITEMS FROM TUSTIN SECURITY ORDINANCE (NON-RESIDENTIAL) WILL BE USTIN, CA 92780 ANAHEIM, CA 92807 col TITLE SHEET ELEVATION DESIGNATION X ———— A.C.I. AMERICAN CONCRETE INSTITUTE JT. or JNT JOINT INCLUDED IN THE PERMITTED CONSTRUCTION DRAWINGS. 714-544-3250 CONTACT: ARIC GLESS TEL: (714) 385-1835 X AX 0 ACP ACOUSTIC CEILING PANEL JST. JOIST CO2 EROSION CONTROL & DEMO PLAN A.D.A.A.G. AMERICANS WITH DISABILITIES 3. CONDITIONS OF APPROVAL HAVE BEEN ISSUED, BUT ARE NOT A CONDITON TO BE OWNER ENGINEERS ARCHITECTURE: v CO3 GRADING PLAN SHEET REFERENCE NO. ACT ACCESSIBILITY GUIDELINES w SATISFIED TO ACHIEVE FOR C.U.P. APPROVAL. ARIC GLESS EMAIL: agless@peicacor7� SHEET REFERENCE NO. A.F.F. ABOVE FINISH FLOOR w L ANGLE O LB. or# POUNDS SOILS ENGINEER: CIVIL: v ALUM. ALUMINUM wGEOTECHNICAL SOLUTIONS TROY TRYFONOPOULIS EMAIL: troy@peica.com .— VIEW NUMBER A.R.A. AMERICAN PLYWOOD LG. LONG BUILDING SECTION TARGET VIEW NAME MAT. MATERIAL 27 MAUCHLY, IRVINE, CA 92618 STRUCTURAL: ASSOCIATION MAX. MAXIMUM CONTACT: ABRAHAM BAJA ELYSSA BOYD EMAIL: eboyd@peica.com ARCHITECTURAL O A DETAIL A.Q.T. ABRASIVE QUARRY TILE M.B. MACHINE BOLT 949-453-0406 MECHANICAL: CE A/A1 A] sc: 1i8°=i' ARCH. ARCHITECTURAL DEFERRED SUBMITTAL EMAIL: ab@m sl com ANGEL CALUB EMAIL: acalub@peica.com A100 SITE DEMO PLAN o VIEW SCALE A.S.T.M. AMERICAN SOCIETY FOR TESTING MEZZ. MEZZANINE Yg p 4—SHEET REFERENCE NO. MATERIALS MIN. MINIMUM A101 SITE PLAN SECTION DESIGNATION SHEET NUMBER MISC. MISCELLANEOUS CTRICAL ENGINEER: MPH MILES PER HOUR DPB ENGINEERS A101.1 PARKING SITE PLAN BLK'G BLOCKING FIRE SPRINKLERS � z B.N. BOUNDARY NAIL M.P.S. MODULAR 150 EL CAMINO REAL,SUITE 106, A103 DEMO PLANS r , PARTIAL SECTION TARGET INTERIOR ELEVATION TARGET TUSTIN, CA 92780 V w BM. BEAM PANELBOARD SYSTEM DETAIL DESIGNATION B.O.J. BOTTOM OF JOIST M.S.B. MAIN SWITCH BOARD CONTACT: DUC BUI 714-730-2214 A105 FLOOR PLANS- OFFICE / HALL BUILDING > o A/Al B.U.R. BUILT UP ROOFING MTL. METAL EMAIL: duc.bui@dpbengineers.com A106 FLOOR PLANS- MEETING ROOM BUILDING 0 U X V 'k AX.0 SHEET REFERENCE NO. BOTT. or(B) BOTTOM (N) NEW A107 ROOF PLAN O CV o SHEET REFERENCE NO. SECTION DESIGNATION C CONDUIT NO. or# NUMBER PROJECT S U M M A RY A108 FLOOR PLANS-SCHOOL BUILDING ° U o C.L. or q CENTER LINE N.I.C. NOT IN CONTRACT w C.B.B. CEMENTITIOUS BACKER BOARD N.T.S. NOT TO SCALE A109 FLOOR PLANS-CHURCH BUILDING a (�1 < SECTION DETAIL TARGET ELEVATION REFERENCE TARGET x VJ C.D. CORE DRILLLU U DETAIL DESIGNATION EL=X'-XX" SECTION/ C.J. CONTROL JOINT(COLD JOINT) O.C. ON CENTER C P OAF /�/�RK SEE F 00 PLA Al 10 SHADE /SHADOW SITE PLAN U U ELEVATION CLG. CEILING O.F.C.I. OWNER FURNISHED, A201 EXTERIOR ELEVATIONS V) w DATUM CONTRACTOR NEW MEETING ROOM BUILDING: 9,936 S.F. (1st: 4,681; 2nd:5,245 S.F.) AX.O CLR. CLEAR m � - INSTALLED OFFICE BUILDING EXPANSION:C.M.U. CONCRETE MASONRY UNIT O 2,971 S.F. A901 SITE PHOTOS •' SHEET REFERENCE NO. X'-XX" PLAN DATUM COL. COLUMN O.F.O.I. OWNER FURNISHED, OFFICE/ASSEMBLY TENANT IMPROVEMENT: 3,608 S.F. (1st: 2,388 S.F.; 2nd: 1,220 S.F.) ELECTRICAL q ��/1 M CONC. CONCRETE OWNER INSTALLED o MATCH LINE COLUMN CENTERLINE CONN. CONNECTION O.H. OPPOSITE HAND E101 ELECTRICAL SITE LIGHTING PLAN PROJECT DATA CONST. CONSTRUCTION OPNG. OPENING Stamp: MATCH LINE SE X/XX eL — CONST.JT. CONSTRUCTION JOINT MATCH LINE SE X/XX CONT. CONTINUOUS P.C. PLUMBING z _ CONTR. CONTRACTOR CONTRACTOR COMP COMPACTED (ION) P. LAM PLASTIC LAMINATE OR z ROOM NAME AND NUMBER TARGET PARTITION TYPE TARGET C.T. CERAMIC TILE PARALLAM (BEAM) SCOPE OF WORK: PPLATE NEW BUILDING: BUILDING EXPANSION;TENANT IMPROVEMENT z XXXX ; ROOM NAME #X DBL. DOUBLE P.L.L PROPERTY LINE XXXX PARTITION TYPE DEG. or° DEGREE PLYWD. PLYWOOD ZONING: XXX ROOM NO. WALL ASSEMBLY DIA. or 0 DIAMETER PR. PAIR P/I: PUBLIC & INSTITUTIONAL DESIGNATION DIAG. DIAGONAL PSF. POUNDS PER SQ. z DOOR NUMBER TARGET KEY NOTE TARGET DIM. DIMENSION FOOT SITE AREA: 207,900 S.F. (4.77 AC) DR. DOOR PSI. POUNDS PER SQ. INCH U 7 DOOR NUMBER 1 NOTE NUMBER DWG.(S) DRAWING(S) Q.T. QUARRY TILE BUILDING OCCUPANCY (CBC CHAPTER 3): NOT FOR CONSTRUCTION z o B- OFFICE AND A3-ASSEMBLY (E) EXISTING RAD. OR (R) RADIUS AN IN-HOUSE QUALITY CONTROL AND z ° EA. EACH NEW BUILDNG CONSTRUCTION TYPE: INTERFACE HAS NOT BEEN COMPLETED AND REVISION TARGET/ADDENDUM TARGET NORTH ARROW E.C. ELECTRICAL CONTRACTOR REINF. REINFORCEMENT V-B WOOD FRAME,SPRINKLERED BUILDING DEPARTMENT REVISIONS HAVE NOT E.F. EACH FACE BEEN ADDED TO THESE CONSTRUCTION 2 REVISION NO. S.C. SAW-CUT JOINT DRAWINGS. THE ARCHITECT AND HIS o EL. ELEVATION CURRENT CODES RELATED TO THE CONSTRUCTION OF THIS PROJECT OR ADDENDUM NO. E.N. EDGE NAIL SCHED. SCHEDULE 2 CALI N ODE CONSULTANTS ASSUME NO RESPONSIBILITY w SHT. SHEET FOR CONSTRUCTION BIDS OR E.O.C. EDGE OF COUNTER/EDGE OF 016 CALIFORNIA ELECTRICAL COD CONSTRUCTION PERFORMED FROM THESE SIM. SIMILAR EQUIPMENT 2016 CALIFORNIA MECHANICAL CODE DRAWINGS. SM SHEET METAL 2016 CALIFORNIA PLUMBING CODE EQ. or= EQUAL SMS SHEET METAL SCREW 2016 CALIFORNIA FIRE CODE REVISIONS E.S. EACH SIDE SPEC.(S) SPECIFICATIONS) EXP. EXPANSION 2016 CALIFORNIA ENERGY CODE ISSUE w SQ. SQUARE 2016 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN) DATE SQ. IN. SQUARE INCH FACT. FACTORY CITY OF TUSTIN MUNICIPAL CODE Q SQ. FT. SQUARE FOOT z F.D. FLOOR DRAIN CITY OF TUSTIN SECURITY ORDINANCE (NON-RESIDENTIAL) z FDN. FOUNDATION S.S. STAINLESS STEEL z 3STD. STANDARD U Q F.F. FINISHED FLOOR - F.F.L. FINISHED FLOOR LEVEL STL. STEEL PARKING COUNT: z VICINITY MAP F.G. FLOAT GLASS STRUCT. STRUCTURAL PARKING REQUIRED PER 8-17-17 PARKING STUDY: z FLR. FLOOR SUSP. SUSPENDED WEEKDAYS (INCL.SATURDAYS): 198 STALLS; SUNDAYS: 251 STALLS w U ° - •U`d6W M FIN. FINISH SYM. SYMMETRICAL PARKING PROVIDED z � F.N. FIELD NAIL WEEKDAYS: 197 STD., 7 ACCESS. (5 REG., 2 VAN), 3 DUAL LOADING= 211 STALLS O K ° F.O.B . FACE OF BEAM (T) TOP Z w F.O.F. FACE OF FINISH TEMP. TEMPERED SUNDAYS: 211 ON-SITE, 40 OFF-SITE=251 OK Z F.O.J. FACE OF JOIST (TEMPERATURE) ° THK. THICKNESS NO ELECTRIC VEHICLE CHARGING STALLS REQ.- NO NEW STALLS ADDED ON-SITE. y F.O.M. FACE OF MASONRY (� F.O.P. FACE OF POST T &G TONGUE &GROOVE ICYCLE STALLS REQUIRED: SHORT TERM- NONE (NO NEW AUTOMOBILE STALLS) 015 W w F.O.S. FACE OF STUD T.N. TOE NAIL LONG TERM- NONE (NO NEW AUTOMOBILE STALLS F.R.P. FIBERGLASS REINFORCED PANEL T.O.B. TOP OF BEAM ED O w F.S. FLOOR SINK T.O.C. TOP OF CURB LANDSCAPE CALCULATION: LU z o FT. FEET T.O.F. TOP OF FOOTING EXISTING LANDSCAPE: 31,559 S.F. FTG. FOOTING T.O.PL. TOP OF PLATE PROPOSED LANDSCAPE: 22,328 S.F. V) J S T.O.S. TOP OF SLAB C.U.P. RESUBMITTAL GA. GAUGE (GAGE) T.O.W. TOP OF WALL NET DIFFERENCE: -9,231 S.F. (-29%) = G.B. GYPSUM BOARD TYP. TYPICAL 6-25-18 U--I LJJ w G.C. GENERAL CONTRACTOR PLUMBING FIXTURE CALCULATION: C.U.P. RESUBMITTAL > Z GALV. GALVANIZED U.B.C. UNIFORM BUILDING 7-27-17 O L U w a ° G.1. GALVANIZED IRON CODE OCC. USE AREA S.F. / # OF PLUMBING FIXTURES REQUIRED U lJ w ° ° U.O.N. UNLESS OTHERWISE TYPE S.F. OCC. OCC. C.U.P.SUBMITTAL U GLB. GLUE-LAMINATED BEAM 3-31-17 NOTED (M/W) W.C. URINAL LAV'S DRINK. o i ..... Project Manager: H.D. HUB DRAIN U.S.P. UNDER SEPARATE FTNS ADG Q HDR. HEADER PERMIT A-3 CHURCH, 23,848 30 795 MEN 3 4 2 Date: 3-22-17 U ° - HDW. HARDWARE HALL, (397 /398) 2 o WOMEN 8 5 Scale: HGR. HANGER VERT. OR (V) VERTICAL MTG RMS w u HGT. Or HT. HEIGHT V.W.C. VINYL B OFFICE 3,066 200 15 MEN 1 1 1 Project Number: E ,1- WALLCOVERING ) 1 16100191(/) c o HMHOLLOW HOLLOW METAL (8 / 7 HORIZ. or H HORIZONTAL WOMEN 1 1 who H.S.B. HIGH STRENGTH BOLT W/ WITH TOTAL 13 5 9 3 SHEET NUMBER � U WD. WOOD z Qom; W.G.B. WATER RESISTANT PLUMBING FIXTURES PROVIDED - -4O5 FREEWAY GYPSUM BOARD MEN 5 5 7 W.I.B. WALK-IN BOX o 3 G001 a Q WT. WEIGHT WOMEN 11 8 O wow WWM. WELDED WIRE MESHE=::: LL TOTAL 16 5 15 3 w N S Q O PLUMPGRCXJ ARCHITECTURE & ENGINEERING a division of Plump Engineering, Inc. _ c� 914 E . KATELLA AVENUE } ANAHEIM, CALIFORNIA 92805 0 P (714) 385-1835 F(714) 385-1834 v www.plumpgroup.com U Z CD z w Residence Resudence Resudence Residence Z 2 story 2 story 2 story 2 story z 1 1 storySt Cecilia :'-, story Church ST. CECILIA 0 CHURCH z RECTORY 1301 Sycamore P.L. P.L. Tustin, CA 92780 13 3 EXIST. ST RAGE 714-544-3250 w El M m a z 0 I 10 11F1 UPIw 11 ❑1 10 U EXISTING SCHOOL 12 7 X10 ❑ 1 1 �� EXISTING PARISH 10 ❑ 9 HALL & OFFICES 1 1 El o L= FF E U o � w 10 -� 14 > 1 ,o❑000❑ poPoo❑ ', U w F_11 I ® 1 ❑ asLLJ a a • ¢ 9FT r9 ° ---„--- — _ ° ° O LJ El 777 LJ I I U EXISTING CHURCH PLAZA G P.L (LAWN) O o 0 U o •- O ❑ D;67 ® � ° U 1o x U Q � O O O O O " U 0 �� ISI If , U FH II II w e 0 o P.L. U O (� 0 ;ITT O O Ln �° El El El ooLOADING nowc ° Stam m p: � a U ZEE z ° 230•'.. O .. o O OO .. O° GO 01 EXISTING EXISTING UCzw7 - - 0 GRASS SAND --- U --- 0 AREA PLAYGROUND XISTING NOT FOR CONSTRUCTION 3 ° AN IN-HOUSE QUALITY CONTROL AND Z ow INTERFACE HAS NOT BEEN COMPLETED AND OVERED BUILDING DEPARTMENT REVISIONS HAVE NOT O o 0 0 0 0 0 0 0 0 L CH ARE BEEN ADDED TO THESE CONSTRUCTION G o DRAWINGS. THE ARCHITECT AND HIS o w N' CONSULTANTS ASSUME NO RESPONSIBILITY w CD N FOR CONSTRUCTION BIDS OR ii P` ♦ CONSTRUCTION PERFORMED FROM THESE DRAWINGS. G LL G wt:, o: \ \ \ \ \ \ \ \9 � � - � REVISIONS ISSUE o N • DATE 0 % P.L. P.L. Z z 3 a CD z 7 z L � w w o ❑1 REMOVE EXISTING CONCRETE WALKS, STEPS & PAVING. J o ❑2 EXISTING CONCRETE PAVING TO REMAIN. Z DID ❑3 REMOVE EXISITNG ASPHALT PAVING z o ® REMOVE EXISTING PLANTER AND WALLS OR CURBS. REMOVE IRRIGATION LINES BACK TO O ACTIVE LEG. PROTECT ACTIVE IRRIGATION LINES IN PLACE. F— ❑5 M REMOVE EXISTING PARKING STALL STRIPING AND MARKINGS. REMOVE, PROTECT AND J HOLD SIGNS FOR RELOCATION. 0 0 z © REMOVE EXISTING DRIVEWAY APRON. INSTALL NEW SIDEWALK SECTION PER CIVIL > 7❑ REMOVE EXISTING LANDSCAPING. REMOVE EASING IRRIGATION LINES BACK TO ACTIVE LJJDID LEG. PROTECT ACTIVE IRRIGATION LINES IN PLACE. D G ® RELOCATE EXISITNG FIRE DEPT. CONNECTION DEVICE C.U.P RESUBMITTAL L_U PLAN 6-25-18 w % ❑9 REMOVE EXISTING SITE WALL. ANY SITE WALLS NOT REFERENCED SHALL REMAIN. PROTECT Nam C.U.P. RESUBMITTAL IN PLACE NaTM 7-27-17 w Q 10 REMOVE EXISTING TREE, INCLUDING ENTIRE ROOT SYSTEM. LIMIT OF CUTTING ROOT C.U.P.SUBMITTAL SYSTEM IS THE LIMIT OF DEMOLITION, NOTED ON THE PLAN. PROTECT ALL ITEMS TO 3-31-17 z REMAIN. 0 Ell REMOVE EXISTING CURBS Project Manager: ADG 0 12 EXISTING STATUE TO REMAIN. PROTECT IN PLACE ALONG WITH ADJACENT, WALK, Date: 3-22110•-28-16 6 o CURBS, LANDSCAPING, LIGHTS AND IRRIGATION, PER DEMOLITION LIMIT. Scale: _ w a 13 REMOVE EXISTING CONCRETE SWALE WITHIN THE DEMOLITION LIMITS. 0 20' 40' 60' Project Number: 0 1610019 CIO - 14 REMOVE EXISTING DRAIN, ADJACENT PUMP, CONDUITS, AND ALL PIPING WITHIN SHEET N U M B E R '0 E;o� DEMOLITION LIMITS. a N U z Q Www SITE DEMOLITION PLAN zoQ 1 NUJ w SCALE: 1" = 20'-0" _ EXIST. CONC WALK TO REMAIN. ST. CECILIA CHURCH RECTORY 1 PROTECT IN PLACE 1 w I DOUBLE BAND OF NORMAN v - TURF BLOCK FIRE ACCESS LANE FIRE ACCESS WALKWAY BRICK TO MATCH BUILDINGS I I 5 O ❑ O 31 ALIGN a 1 NEI 5-0" 26 _ 0 PLUMPGROCIP' EXISTING CONCRETE SWALE TQ ' 9 0 ARCHITECTURE -R I N G PLANTERS W/ BRICK W REMAIN - PROTECT IN PLACE Elm _Iy�V�„��2�„P� �Vy� a division of Plump Engineering, Inc. � EXIST. CONC WALK TO ALIGN NEW CONCRETE PAVIN REMAIN. PROTECT IN PLACE ❑ NEWP RI SH OFFICES 91 4 E . KATELLA AVENUE �. NEW MEETING ANAHEIM, CALIFORNIA 92805 } ACID WASH FINISH �� EXISTING DETECTABLE 5 ] P 714 385-1835 F 714 385-1834 CONCRETE WARNING MATS TO REMAINJ ❑ �� ROOMS BUILDING I i 1 i 1 Eb'V EXISTING PARISH HALL www.plumpgroup.com ----- DOUBLE BAND OF NOR 2-STORY ACID WASH FINISH raruE /♦ RESTROOMS z BRICK TO MATCH BUILD CONCRETE SC RE SWALE TO SAME &'�I� 30 `` ' PATTERN AS BRICK rr.n'� 1 1 Z DOUBLE BAND OF NORMANo �, 2 w w 6' CONCRETE CURB BRICK TO MATCH BUILDINGS b WIT SWALE ALI N BRICK LINE OF ROOF ABOVE .,II t PERVIOUS 5'X5' PLANTER. PLANTING BY 6CMU COLUMN W/ BRICK FINISH OWNER'S GARDENER ❑1 2 "OLr-"zi Church 9'-0" ❑ 13 ❑ 11 o z ;IN 1 5 I 15 j 1 I 0 1301 Sycamore ❑ 0 z PLAN TRUE Tustin, CA 92780 EXIST. PARKING RESTRIPED PARKIN o o NEW HAL 714-544-3250 �Q 14 NORTH NORTH 714-544-3250 = STALLS TO REMAIN 5'-0" 12'-4"± 5'-0" STALLS o ENTRY I w SCORE SWALE TO ❑ 26 5 6 4 c , SAME PATTERN AS v w L = BRICK 0 20' 40' 60' U ENTRY PLAN 20 PAVING PLAN 5 IMMEDIATE PROJECT SITE PLAN 4 w , SCALE: N.A. SCALE: 1 /8 – 1 -0 SCALE: 1 = 20-0" U CORRUGATED METAL ROOF- PAINTED O 0 0 Jc STRUCTURAL FRAMING- PAINTED Z 4 STEEL POSTS- PAINTEDLI rl 150'-0" HOSE PULL 0 FIRE ACCESS EXISTING METAL DECK DOORS- PAINTED ° Z1 WALKWAY FIRE ACCESS WALKWAY Q i� > o EXISTING CONCRET BLOCK WALLS :O TURF BLO FIRE ACCESS LANE 25 \ C) U ro LU 26 ° •_ O CV 2 �lll� U —J NORTH E Oil o N O 0 — ❑ \ 2 , _.� 0 0 x U AREA OF WORK � U w LU EXISTING SCHOOL � NEW MEETING �-� NEW P RISH OFFICES m � � _ ROOMS BUILDING '� ��" 15 �7 ,�, 0 4 TATUE / 2-STORY �� EXISTINGrR/SH HALL O 0 3 RESTROQMS TRASH ENCLOSURE ELEVATION 3 M > C> SCALE: 2 F WORK E-- --- } - _, � AREA Stamp �" 7 -- �'� CANDLESHRI LJ i EXISTING CONCRETE PAVING TO REMAIN. �\ a ❑1 ---- ---- -------- __-- __-" ._-_ ____ — — 18 NEW PERVIOUS PAVERS PER CIVIL \ w ❑ 5 12:]! ❑ o i o Q p o ❑3 EXISITNG ASPHALT PAVING TO REMAIN orodEv�norahcvJ . ❑ w 22 24 ° 4 EXISTING CONCRETE CURB TO REMAIN NEW HALL o ° ° ENTRY ❑5 EXISTING LANDSCAPING TO REMAIN z I ❑1 / o NJ © NEW BRICK BANDS TO MATCH BUILDINGS-TYP. z � � � ❑7 NEW PLANTER WITH RAISED WALL AND REINSTALLED BENCHES cn W EXISTING CHURCH ° ° o ® REMOVE EXISTING DRIVEWAY APRON. INSTALL NEW SIDEWALK SECTION PER CIVIL Z O > 1 4 26 ❑ ❑ ❑3 14 9 NEW FIRE DEPT. CONNECTION AND BACKFLOW DEVICE 5 0 ❑ NOT FOR CONSTRUCTION Cn Q 10 EXISTING PARKING STALLS TO REMAIN AN IN-HOUSE QUALITY CONTROL AND z 3 0 ° o 3 � INTERFACE HAS NOT BEEN COMPLETED AND 17 3 a LuJ 1 1 NEW ENTRY CANOPY STRUCTURE BUILDING DEPARTMENT REVISIONS HAVE NOT ® 10 12 NEW CONCRETE PAVING WITH BRICK BANDS TO MATCH BUILDINGS. BEEN ADDED r0 THESE CONSTRUCTION o DRAWINGS. THE ARCHITECT AND HIS o 0 Q CONSULTANTS ASSUME NO RESPONSIBILITY % ® ° 0 0 0 0 0 13 EXISTING HVAC UNIT. PROVIDE NEW STEPS TO AREA. FOR CONSTRUCTION BIDS OR 0 1 �, CONSTRUCTION PERFORMED FROM THESE i — — _ 1 n 14 EXISTING STALLS, RECONFIGURED DRAWINGS. �..�..� e LJ ❑ Q,R 16 �J o QN I ® `` 3 I 3 0 15 NEW CONCRETE CURB PER CIVIL REVISIONS LL 16 RELOCATED FIRE DEPT. CONNECTION ISSUE N 10 I 14 DATE z 0 O o ° 17 REMOVE EXISTING CURB & PLANTER. FILL IN GAP AT CURB o ❑ �RwN ❑ ❑ �Rw� _ ❑ Pew o ❑ z Li 23' 9-7 1/t" &10" 6 ST @ 9' =54'-0" 18 EXISTING LIGHT POLE FIXTURE & BASE,TO REMAIN. PROTECT IN PLACE. a - 0 0 0 0 19 EXISTING FIRE HYDRANT TO REMAIN, PROTECT IN PLACE a 1 0 - - DROP-OFF / PICK-UP \ 20 Z EXISTING LANDSCAPE BACKFLOW DEVICE /VALVES,TO BE RELOCATED. w U -- ❑ w 21 EXISTING GAS SHUT OFF TO REMAIN. PROTECT IN PLACE. U 0 0 0 0 0 Q 0 0 0 ❑ z o ,� 22 EXISTING ELECTRICAL BOX TO REMAIN. PROTECT IN PLACE. z U 23 EXISTING SEWER BOX TO REMAIN. PROTECT IN PLACE. w 0 3 _ a 10 24 EXISTING WATER BOX TO REMAIN. PROTECT IN PLACE. I o O ° 25 EXISTING GAS METER TO REMAIN. PROTECT IN PLACE. r---I 26 INFILTRATION AREA PER CIVIL 0 �--� 3 27 LOW WALL WITH BENCH o 0 10 28 LOW SCREEN WALL } 29 NEW AREA DRAIN -SEE CIVIL DWGS. o 0 0 0 # 0 0 0 0 Q o 0 0 30 NEW CONCRETE PAVING PER CIVIL NEW WROUGHT IRON FENCE AND GATES Z = C.U.P. RESUBMITTAL U 32 NEW ROOF OVER EXISTING TRASH ENCLOSURE 6-25-18 32 J w C.U.P. SUBMITTAL U 3 0 3-31-17 LU i 0 10 LAN TRUE 0 EXISTING TREES Project Manager: o F— ORTH NORTH ADG 10 3-22-17 11-14-16 2 Q O Date: o PHOTO VIEW POINT-SEE SHT A-901 O Scale: ~ w a �° 0 30' 60' 90' m ACCESSIBLE PATH OF TRAVEL-SEE ALSO ELEVATIONS ON GRADING PLAN Project Number: - s I 1610019 CoQwwoM(� SHEETNUMBER Ubu I Z OVERALL PROPERTY SITE PLAN KEYNOTESA ] 01 zoQ 5 wow SCALE: 1" = 30'-0" ❑1 EXISTING CONCRETE PAVING TO REMAIN. PARKING COUNT: ❑2 NEW CONCRETE PAVING PER CIVIL PARKING REQUIRED (CHURCH IS DOMINANT USE) 620 FIXED SEATS / 3 = w ❑3 EXISITNG ASPHALT PAVING TO REMAIN 207 STALLS (7 ACCESS,) PARKING PROVIDED (EXISTING): 201 STD., 7 ACCESSIBLE (5 REG., 2 VAN), ® EXISTING CONCRETE CURB TO REMAIN = ❑5 AND 3 DUAL LOADING = 211 STALLS OK EXISTING LANDSCAPING TO REMAIN GRIND OFF EXISTING STRIPING AND REPLACE W/ NEW ASPHALT SLURRY COAT AND NEW ALSO 2 COMPACT STALLS PARKING STALL STRIPING. (NO CLEAN AIR VEHICLE STALLS REQ.) o ❑7 NEW CONCRETE CURB PER CIVIL BICYCLE STALLS REQUIRED: SHORT TERM – NONE (NO NEW AUTOMOBILE PLUMPGROUP8 ® RELOCATED FIRE DEPT. CONNECTION STALLS) ARCHITECTURE & ENGINEERING N ❑9 EXISTING FIRE HYDRANT TO REMAIN, PROTECT IN PLACE LONG TERM — NONE (NO NEW AUTOMOBILE a division or Plump Engineering, Inc. 10 EXISTING PARKING STALLS TO REMAIN STALLS 914 E . KATELLA AVENUE } 11 5'X5' BRICK PLANTER ANAHEIM, CALIFORNIA 92805 12 EXISTING TRASH ENCLOSURE W/ NEW ROOF OVER. P (714) 385-1835 F(714) 385-1834 uwww.plumpgroup.com U . ACCESSIBLE PATH OF TRAVEL-SEE ALSO ELEVATIONS ON GRADING PLAN z z w w z St, Cecilia w Church J a KEYNOTES PARKING CALCULATION z 1301 Sycamore Tustin, CA 92780 714-544-3250 w z o ❑� OBD - w FDC 3 EXISTING SCHOOL NEW MEETING NEW PARISH OFFICES 27'-0"(E) w ROOMS BUILDING EXISTING PARISH HALL V V D 2-STORY - SIRQOAds _ � o U ElT O I77\ ` 0 �-- 22,-0„(E) 22,-0„(E) �� 0 o I - 10 O - L — — — — — — — — — — — 1 — — — — — — — — — — — — � I P.L. ` 1 — — ❑ ` I"L, I O z ❑ J1, OffEYC E O E O z LU FIRE LANE \ o w 11J — < 1 U > NEW - Iii 0 24'— "(E) Q 0 o I o : I ENTRY ,�/�' 0' 19, �,(E) 21 ,-0„ 24,-0„ 1g,-0„ 19,-0„ 0 19,-0„ 19,-0„ 25'-6�+ 19'-0” oC. LAP 01 00 01 00 0 04 (E) / (E) (E) g 10. (E) (E) (E) N (E) (E) (� U E o O �j \ w W 38—0” r �r g 9 O \� W O LU U o EXISTING CHURCH I EXISTING PLAZA 7 — I �- �lo I U P.L _ I (LAWN) 6 10 1 3 3 I � U w 0 II w of w Q II M CD j 5 5 I 00 O I I I � ❑1 O w V I � � m ❑ ❑ � } ` @ Stamp: Q O �� ^ J-7=77 LU II I w — / cn 4 00 Ow.T W9O O O O O w ^ I IN ^ W / ARIC D.GLESS o $ U7 O U � � z U' W �� 6 ST @ 9,-0„ = 54,-0„ EXP. 12-31-17 FH - - - - - - - - - - - - - - - - ` - - - - - - �- - - - - - - T - - - - - - J— - - - - � M 00 N Os `��,� o. c-11s5 ��� FOC � / (E) (E) TFOF CAL�FpQ` CD CD - - - - - 6 O 11 0 R�il ° _ET I w NOT FOR CONSTRUCTION z ) h4 L19 c7 N no DUAL DUAL AL 3g,0• 17 Q ° ❑ ARKIN ❑ ❑ NO/ El nloFaaKmc LOADING LOADING N / AN IN-HOUSE QUALITY CONTROL AND z INTERFACE HAS NOT BEEN COMPLETED AND ' \ 3 BUILDING DEPARTMENT REVISIONS HAVE NOT 0 O O O O BEEN ADDED TO THESE CONSTRUCTION O DRAWINGS. THE ARCHITECT AND HIS o a \ I/ �. CONSULTANTS ASSUME NO RESPONSIBILITY O '—' 2 5 Y Q FIRE LANE O w FIRE LANE / �� �Q \ FOR CONSTRUCTION BIDS OR w CONSTRUCTION PERFORMED FROM THESE _ ° FIRE LANE AD Al \ DRAWINGS. o o v LL REVISIONS � 7 w o 0 7 0 0 o O �'..: O O O w \ ISSUE = I \ 3'-9"+CLR 6 N DATE z EN CO l0 6 6 to l06 6 6m o ^ l0 1 w I W _ ��( z z W o Q ° � EXISTING E) w I o W �� � G w ^ 5 E 0 <4, q GRASS Z @ 0" 5 29_Y/ 9'-10 1/2" 20'- 'S 25'-1 1/2" 20'_0" 20'_0" 5 P 25'-0" 20'-5" 20'0" 5 24'-0" d----, 21'_0" 24'_0" 19'-0" 19'-0" 26'_ "+ 9'-0" w 0 19'- 24'-1 1 1/2 20'-0" 20'- 25'- 4' Ii z E) (E) U) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) L J (E) (E) (E) (E) (E) AREA PLA 0 O y „ w 4 w I I = O O +I o o O O O O O O o 0 ' .. ❑ j � w g L FIRE LANE J 36-011 Q I / C.U.P SUBMITTAL P.L. � W 6-25-18 = FIRE LANE C) `. W w ❑ N W IRE LANE N C.U.P. RESUBMITTAL ~ D 5 1 3 ST 9'-0"=1 1 T-0" U / 7-27-17 w Q w C.U.P.SUBMITTAL ° rJ 13 3-31-17 Z w9 O Project Manager: — cD O Q w 9•. 4 I ADG Q O \ Date: o O ROAN NORTH 3-22-17 11-14-16 o O N TRUE Scale: ~ w w NORT Qoj � a 15 vo P.L. P.L. Project Number: 1610019 NC. 0 20' 40' 60' SHEET NUMBER w^o THIS PLAN IS INTENDED TO SHOW THE EXISTING PARKING LOT ONLY, WITH ANY PROPOSED MODIFICATIONS. U � THE OVERALL SITE, INCLUDING THE AREA OF THE PROPOSED BUILDINGS IS ON SHEET A101 . z ww PARKING SITE PLANC.A ] 01 1 w aQ� • 1 ZOQ Now z SCALE: 1" = 20'-0" w N S Q O JP PLUMPGROUP ri ARCHITECTURE & ENGINEERING a division of Plump Engineering, Inc. _ c� 914 E . KATELLA AVENUE } ANAHEIM, CALIFORNIA 92805 0 P (714) 385-1835 F(714) 385-1834 v 1 . EXISTING TO REMAIN. PROTECT IN PLACE. www.plumpgroup.com U Z I I CD z I w z z YOUTH MINISTRY HALL CC w (BELOW) ..7t. Cecilia :'-, Church LL 0 S TOR. z 1301 Sycamore Tustin, CA 92780 L 1,121 S.F. 714-544-3250 a 75 OCC Z w Uw EXISTING CONSTRUCTION TO BE REMOVED U w 0 EXISTING CONSTRUCTION TO REMAIN . PROTECT IN Q o 9 IV 20 PLACE. � � z U � SECOND FLOOR DEMOLITION PLANLEGEND o 3 � 0 SCALE: 1/811 = 1 '-0" ° 0O � •— U E � w U Q LU x U U C U a � w CD • } Q C� c F w m Stamp: ZEE EXIST. STORAGE UP w (NOT PART OF PROJ, o 1 U z � w � o � � z 0 U z 1 EXIST. KITCHEN NOT FOR CONSTRUCTION AN IN-HOUSE QUALITY CONTROL AND U INTERFACE HAS NOT BEEN COMPLETED AND i o BUILDING DEPARTMENT REVISIONS HAVE NOT (NOT PART OF PROJECT) BEEN ADDED TO THESE CONSTRUCTION O DRAWINGS. THE ARCHITECT AND HIS o w CONSULTANTS ASSUME NO RESPONSIBILITY w o w FOR CONSTRUCTION BIDS OR � CONSTRUCTION PERFORMED FROM THESE _ DRAWINGS. O LL REVISIONS w EXIS ISSUE DATE x � � o U Q U Z 0 P - z CD z (NOT w � w w U / z o Z z O w w I � N Z z O a y w a O _ ID z U 0 �) U 0 0 0 Lli ID w C.U.P RESUBMITTAL Q _ KM 6-25-18 ! n N1fI'IC.U.P. RESUBMITTAL l.J w Nam 7-27-17 z C.U.P.SUBMITTAL Q 3-31-17 J Z 0 Project Manager: ADG Date: _ U 3-22110•-28-16 6 ~ U O Scale: � w U LL UO • • Project Number: -C 0 0 8' 1Q 24 1610019 N w^a SHEETNUMBER N Q (9 Ulu z Q FIRST FLOOR DEMOLITION PLAN w � zoo w Q .�J .� Al 03 SCALE: 1 /8" = 1 '-0" _ _�� M EXISTING CONSTRUCTION TO REMAIN. w PROTECT IN PLACE ti EXISTING CONSTRUCTION TO BE REMOVED Q 0 2X6 STUDS WITH PLASTER OR FACE BRICK PLUMPGROUP,� PER ELEVATIONS ARCHITECTURE & ENGINEERING N a division of Plump Engineering, Inc. _ 3 5" METAL STUDS W/ 5" GYP BD EA SIDE 8 8 914 E . KATELLA AVENUE } ANAHEIM, CALIFORNIA 92805 U WINDOWS W/ DOUBLE BRONZE REFLECTIVE P (714) 385-1835 F(714) 385-1834 ° GLASS www.plumpgroup.com U CD Z YOUTH MINISTRY HALL (BELOW) w w z STOR. Z S� Cecilia Church a 1,121S.F. o 75 OCC 1301 Sycamore Tustin, CA 92780 714-544-3250 w a Li Li z w m U � w L = 0 8' 16' 24' � 3: w U w 0 _ SECOND FLOOR PLAN LEGEND 0 3 � 0 SCALE: 1 /811 = 1 '-0" z � z U � 66 a) CD-0" o • L •_ 0-4 EXIST. STORAGE UNIT o ! 1 o (NOT PART OF PROJECT) < LU U � � w EXIST. STORA C E UNITS C)6x8 6x8 I3x8 o m N 11X13 11X13 (NOT PART OFPROJECT) (f� OC "ASTOR U PAROCHIAL PA OCHIA VICAR VICAR stamp: ZEE WORK CENTER C? 13X16 � ® STORAGE w N 6x8 STOR./ COP'R (NOT PART z ELECT. � OF PROJECT) �ffl 9.3X10.5 MEN KITC E 6x8 6x8 6x8 760 S.F. , , z 0 ORiSER RECEPTION 4 O C. --- 2,974 S OPEN OFFICE 29 OCCF03 NOT FOR CONSTRUCTION z 0 L10 4'-7" �y AN IN-HOUSE QUALITY CONTROL AND MAILBOXE 9 ® INTERFACE HAS NOT BEEN COMPLETED AND - BUILDING DEPARTMENT REVISIONS HAVE NOT LL �� EXISTING PARISH HALL BEEN ADDED TO THESE CONSTRUCTION CONE. DRAWINGS. THE ARCHITECT AND HIS o v HALLWAY CONSULTANTS ASSUME NO RESPONSIBILITY 0 0 6X8 BUS. MGR. OFFICE MGR. FOR CONSTRUCTION BIDS OR w 4,435 S.F. STAGE CONSTRUCTION PERFORMED FROM THESE _ JCC](� (� C] LOBBY 296 OCC. (NOT PART DRAWINGS. o NNO J_ C UP OF PROJECT) REVISIONS 12X12 12X12 1X1 o i� STAGECC] Ivi HALL & (DATE MEN 6x8 L o o = z .. „ . �wl CD Ll o STORAGE STORAGE STORAGE J w U "LJw z 52'-0" 13'-91/2"± FI(NOTPART Q Z oE V (ALL STOR = OF PROJECT) _ w 395 S.F.) z 1 OCC. w O `J a N v w 0 P IL = LL. z 0 P.L. P 0 STORAGE z C.U.P. RESUBMITTAL SACRISTY BUILDING DATA DEAN 6-25-18 J w NORTH TRUE C.U.P. RESUBMITTAL USE: ASSEMBLY NORTH 7-27-17 w C.U.P.SUBMITTAL O 3-31-17 Z FIXED SEATS COUNT: 0 Project Manager: — z (� 2ND FLOOR: 0 SEATS ADG a ❑� ❑� IST FLOOR: 0 SEATS Date: U 3-22-17 O R.R. Scale: QUO OCCUPANT LOAD: 0 g 0 24 Project Number: 1610019 - o o� 2ND FLOOR: 75 w^o Z a= 1ST FLOOR: 301 SHEET NUMBER TOTAL: 376 z Q I FIRST FLOOR PLAN w � zoo w Q NUJ SCALE: 11 /811 = 1 '-0" Al 05 _ w w 113'-0" 2X6 STUDS WITH PLASTER OR FACE BRICK N PER ELEVATIONS = 39'-0" 18'-0" 56-0" 3 $" METAL STUDS W/ $" GYP BD EA SIDE Q 0 MOVABLE WALL SYSTEM ON OVERHEAD PLUMPGROCIP, MEETING RM 5 MEETING RM 6 oB� ED TRACKS ARCHITECTURE -R I N G STOR. a division of Plump Engineering, Inc. _ 0 ccc914 E . KATELLA AVENUE WINDOWS W/ DOUBLE BRONZE REFLECTIVE ANAHEIM, CALIFORNIA 92805 0 899 S.F. 60 OCC. GLASS P (714) 385-1835 F(714) 385-1834 www.plumpgroup.com EJ N El 0 MEN C� WOMEN LJLJEl LJ LJ G:1z 586 S.F. 39 OCC. �3 77 S.F.LJ 25 OCC. LJ LJ LJ LJ LJ LJ LJSTOR. z MUSIC MINISTRY(RM 7) Z STOR. STOR. Lw St, Cecilia 0 BALCONY Church LL CORRIDOR z 1301 Sycamore Tustin, CA 92780 MEETING RM 9L JAN/STOR. 714-544-3250 = MEETING RM 8 w a w +14'-0" C C 77BALCONY STAIR STORAGE STOR. STOR. U 0+14l-0" w o ® +10'-6„ 114 S.F. +9'-4" U 611 S.F. 41 OCC. 504 S.F. 34 OCC. w 0 U 0 0 0 39'-0" 18'-0" 27-0" 20'-0" — Q� Z � a � Z U � 0 0 a) 0 .— p CV U E w MEETING ROOM BUILDING - SECOND FLOOR PLAN 3 LEGEND U 4� U SCALE: 1 /8'' = 1 '-0" cn w O w 00 D w m Stamp: 113'-0" 5-6' � � a i � w � \ U \ Z \ O U 39'-0" 18'-0" 56-0" w o z 0 U STORAGE o n NOT FOR CONSTRUCTION ® AN IN-HOUSE QUALITY CONTROL AND z ; 141 S.F. MEETING RM 4 MEETING RM 1I I INTERFACE HAS NOT BEEN COMPLETED AND \ I I BUILDING DEPARTMENT REVISIONS HAVE NOT 9.5i X14.8r u D BEEN ADDED TO THESE CONSTRUCTION LL STOF DRAWINGS. THE ARCHITECT AND HIS o STOR. TOR LECTRI AL ELEC CONSULTANTS ASSUME NO RESPONSIBILITY 0 O FOR CONSTRUCTION BIDS OR CD o CONSTRUCTION PERFORMED FROM THESE i DRAWINGS. LL REVISIONS MEN WOMEN ISSUE DATE Z U Z Z Q MOVEABLE WALLS APPROX. 78#/L.F. 0 0 z C? 10'-2" w v Iff V) Z z o Hitz R O w STOR. LJ LJ LJ LJ LJ LJ LJ LJ LJ LJ LJ LJ LJ LJ LJ LJ LJ LJ LJ LJ LJ LJ O F N Z 0 ELEV. LW LU LJ LJ LJ LJ LJ LJ LJ LJ LJLJLJLJLJLJLJ� BUILDING CODE DATA 1 0 C.U.P. RESUBMITTAL CONSTRUCTION: VB w PLAN 6-25-18 = MEETING RM 2 TNORTH TRUE C.U.P. RESUBMITTAL z MEETING RM 3 NORTH OCCUPANCY: A3 7-27-17 Q w USE: MEETING ROOMS v J C.U.P. SUBMITTAL 3-31-17 Z w FIXED SEATS COUNT: 0 Project Manager: ADG o a 39'-0" 18'-0" 27'-0" 20'-0" date: o POTENTIAL OCCUPANT LOAD: scale: 1/8li= 0 3-22-17 i� 0 w "= 1'-0" J w w 2ND FLOOR: 205 OCCUPANTS a 0 1ST FLOOR: 213 OCCUPANTS Project Number: 1610019 o w w o TOTAL SEATS: 418 OCCUPANTS C)L) SHEET NUMBER U�vNQ Z w zoQ MEETING ROOM BUILDING - FIRST FLOOR PLAN 5A ] 06 wow SCALE: 1 /8" = 1 '-0" w w ❑1 EXISTING CONSTRUCTION TO REMAIN. PROTECT IN PLACE 1 1 NEW G.I. DOWNSPOUT, PAINTED N w NEW SHINGLE ROOF PER SPECS. JOIN AT SAME SLOPE AND 12 NEW SOLATUBE SKYLIGHT SLOPE AS EXISTING T.S. - TOP OF SHEATHING ❑3 LINE OF WALL BELOW T.U. - TOP OF UNIT. 4 NEW❑ G.I. COPING PER DETAIL NOTED 13 NEW SHINGLE ROOF PER SPECS. SLOPE TO SIMILAR OF THAT OF PLCdMF ROUP0 ❑5 NEW WHITE BUILT UP ROOF PER SPECS THE CHURCH ROOF. ARCHITECTURE -RING a division of Plump Engineering, Inc. _ © NEW SHINGLE ROOF PER SPECS 914 E . KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 ❑7 NEW ROOF DRAIN AND OVERFLOW DRAIN PER P (714) 385-1835 F(714) 385-1834 ° www.plumpgroup.com AND PLUMBING DWGS. U Z ® NEW HVAC UNIT PER MECHANICAL DRAWINGS z ❑9 NEW ROOF HATCH AND LADDER PER SPECS AND DETAIL. w W z z 10 NEW METAL CANOPY St, CeClll�. a .Church J a KEYNOTES W 0 z 1301 Sycamore Tustin, CA 92780 z 714-544-3250 w a Z w U U W U W O O Li1 8'-0" T.W. = 32-0" � Z U � > W 0 0 C •— OLD o N U _ / FT. SOLAR PANELS 4 7 0 F7 17 LU 4 U 0 000000 00 0 U M m • r�^ O � m �I� Stamp: L 0 0 0 0 8 0 W z TYP. ) \� � 12 6 Z ❑ ' W 1 ® 3 ® 0: TOWER 8 9 Pfl ELEMENT - U Z 8 SPLIT SYSTEM CONIbSWOF SHEATHING ZERNOF 4 ,ZI NOT FOR CONSTRUCTION T.U. - TOP OF NIT. TYP. 0 LAREA AN IN-HOUSE QUALITY CONTROL AND z INTERFACE HAS NOT BEEN COMPLETED AND BUILDING DEPARTMENT REVISIONS HAVE NOT U- BEEN ADDED TO THESE CONSTRUCTION DRAWINGS. THE ARCHITECT AND HIS FOR U 'nl'O `r'I'O �w � CONSULTANTS ASSUME NO RESPONSIBILITY � i CONSTRUCTION O CONSTRUCTION PERFORMED FROM THESE w r P DRAWINGS. o W REVISIONS 0 � M N aFT. a / FT. ISSUE 4 — DATE FT. 4'/ FT. 0 i U Z Z 3 o T.W. = 32-0" J ROOF PLAN U- 0 Z z W a s 0 N 10 W 0 o � 0 j W o� a CDEl O 11'O a C.U.P RESUBMITTAL Nam TM U TM 6-25-18 C.U.P. SUBMITTAL 3-31-17 Z w Project manager: ADG z -05Q Date: _ 0 3-22-17 O Scale: ~ U w � w N Project Num er: -C 1610019 L) w 6�- 0 a' 11V 24' SHEET NUMBER N U <v Z Q�� w QQ5 ZOQ ROOF PLAN A ] 075 w LL6DL w N S Q O PLUMPGROUP ARCHITECTURE & ENGINEERING a division of Plump Engineering, Inc. _ c� 914 E . KATELLA AVENUE } ANAHEIM, CALIFORNIA 92805 0 P (714) 385-1835 F(714) 385-1834 U www.plumpgroup.com ----- ----- ----- ----- D Z OFFICE z O 0 0 Z QCLASSROOM CLASSROOM CLASSROOM CLASSROOM CLASSROOM CLASSROOM STOR St Cecina J 36 SEATS 32 SEATS 32 SEATS 36 SEATS 35 SEATS 30 SEATS Church OFFICE >- 0 z 1301 Sycamore Q Tustin, CA 92780 = 714-544-3250 w e a - --- --- CORRIDOR �� w 0 0 0 0 Uw OFFICE L GIRLS STORAGE OFFICE RESTR'M o BOYS o LIBRARY TECH LAB SCIENCE LAB STAFF ROOM _ o RESTR'M r 1 f,*V— �OFFICE OFFICE 1 SEAT - FACULTY COME FROM FACULTY COME FROM oULIBRARIANOTHER CLASSROOMS OTHER CLASSROOMSTA oO RECEPTION CLASSROOM-- 0 20 SEATS � Z a U � CORRIDOR 0 0 15143 ._ 0-4 6367 s U E O* U Q UJ U U C U `� a CLASSROOM m o 18 SEATS CLASSROOM o w 36 SEATS Stamp: ZEE FM w Z o D 1 U Z w o / C7 OCie = CLASSROOM � CLASSROOM Z 12 SEATS NOT FOR CONSTRUCTION 3 30 SEATS AN IN-HOUSE QUALITY CONTROL AND 4 INTERFACE HAS NOT BEEN COMPLETED AND - BUILDING DEPARTMENT REVISIONS HAVE NOT a / BEEN ADDED TO THESE CONSTRUCTION 0 O DRAWINGS. THE ARCHITECT AND HIS o CONSULTANTS ASSUME NO RESPONSIBILITY w FOR CONSTRUCTION BIDS OR CONSTRUCTION PERFORMED FROM THESE oa' DRAWINGS. BUILDING DATA o REVISIONS USE: SCHOOL - ISSUE FIXED SEATS COUNT: 0 DATE Q OCCUPANT LOAD: 392 U Z_ Q z CLASSROOM CLASSROOM z 36 SEATS 33 SEATS w z 0 0 0 0 w N 0 0 0 z U a o � w J x P O O Z_ O N j w C.U.P RESUBMITTAL O PLAN 6-25-18 LL NORTH TRUE C.U.P. RESUBMITTAL J u NORTH 7-27-17 O w Q U C.U.P.SUBMITTAL O 3-31-17 = Z 0 Project Manager: ADG t Dae: _ a 3-22-17 0 O Scale: 3/32" = V-0"4BE 0 8' 16' 24' 32' Project Number: FOR REFERENCE ONLY - NOT PART OF APPLICAITON 161QaHEETNU ��< 0 N Q (9 Ulu K N Q w S Www SCHOOL FLOOR PLAN Al 08 w zo� Q �� SCALE: 1 1 /8" = 1 '-0" _ w N S Q O PLUMPGROUP' ARCHITECTURE & ENGINEERING a division of Plump Engineering, Inc. _ c� 914 E . KATELLA AVENUE } ANAHEIM, CALIFORNIA 92805 0 P (714) 385-1835 F(714) 385-1834 v www.plumpgroup.com U Z CD Z w w z (D z S� Cecilia Church a STORAGE 0 CONFESSIONALS SACRISTY 1301 Sycamore Tustin, CA 92780 714-544-3250 w a z w J ~ R.R. 7! U w 11 STATUE MECH. EQUIP. D SACRISTY AIV EQUIP. NICHE SACRISTY E U w U w O SANCTUARY O �3�4 27 z U � o LO Q o 0 U �7)1, W _ E U L UE U L 1 �o BLESSED U --- m SACRAMENT �, U U --- --- ----.................. --- - / CHAPEL _ L � w UJ : -- a � o � o - ----- - ---- ---------- ----- ---------- --- - - w 9 m G'L O Stamp: ZEE5 � a ------------- w z 34 1 U o o 0 WORKROOM NOT FOR CONSTRUCTION STATUE STATUE AN IN-HOUSE QUALITY CONTROL AND INTERFACE HAS BEEN AND BUILDING DEPA TMOCOMPLETED ENT REV REVISIONS NOT NICHE NICHE MECH. EQUIP. BEEN ADDED TO THESE CONSTRUCTION DRAWINGS. THE ARCHITECT AND HIS o U CONSULTANTS ASSUME NO RESPONSIBILITY w VESTIBULE ID CONFESSIONAL FOR CONSTRUCTION BIDS OR w a CONSTRUCTION PERFORMED FROM THESE _ DRAW CD 2nd FLOOR 1st FLOOR R VISIONS N ISSUE 494 SEATS 125 SEATS DATE S o Q Z U zCDZ Q Z �i w z 7 w U L z 0 BUILDING DATA Q z o J w USE: CHURCH N z o FIXED SEATS COUNT: w 0 U J O 2ND FLOOR: 123 SEATS U 1 ST FLOOR: 497 SEATS TOTAL SEATS: 620 SEATS CDZ C.U.P RESUBMITTAL 0 6-25-18 J w C.U.P. RESUBMITTAL v 7-27-17 w Q m C.U.P.SUBMITTAL = 3-31-17 Z Ui Project Manager: — PLAN ADG U ao NORTH TRUE Date: 3-22-17 o NORTH Scale: 1/8" = V-0" U QProject Number: v NUJ FOR REFERENCE ONLY - NOT PART OF APPLICAITON 1610019 Z w^o R N Q (9 U n U Z Q I� w Www EXISTING CHURCH BUILDING FLOOR PLANS Al 09 w zo� NUJ ��Z I SCALE: 1 /8" = 1 '-0" _ w Shade from N w existing trees N Residence Residence Residence Res 2 story 2 stogy 2 story 2 PLUMPGROCIP ARCHITECTURE -RING e e a division of Plump Engineering, Inc. _ 914 E . KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385-1835 F(714) 385-1834 www.plumpgroup.com O z 0 0 0 — L. z z St, Cecilia DLf LA Church O J O NEW MEETING NEW PARISH OFFICES 1301 Sycamore ROOMS BUILDING Tustin, CA 92780 z 2-STORY 714-544-3250 w 3E-SIROOM w I ........ . .......... : O I w L = 0 P.L. ® ° D V > w 7-11 w W _ o � � � o z U � 0 0 .— 0 N U C E w U Q SHADE/ SHADOW PLAN SUMMERSOLSTICEJUNE 20 3 � 11 _ _ :9U V J w SCALE: 1 — 201 011 m } 4— 0 o Shade from Shade from Stamp: existing trees existing trees -------- Residence --Resodence Residence Residence Resi Residence Residence Residence Resi z story 2 sto story 2 e ����y 2 story 2 story 2 e �� 1 story � 1 story 0 estory e e e 1 z U �i NOT FOR CONSTRUCTION o AN IN-HOUSE C�UALITY CONTROL AND z III INTERFACE HAS NOT BEEN COMPLETED AND a 0 0 0 o 0 \ 0 0 0 0 o a _ BUILDING DEPARTMENT REVISIONS HAVE NOT BEEN w / � DRAWINGSD TORE THESE CONSTRUCTION ANDIHOIS o0 a -- _ - CONSULTANTS ASSUME NO RESPONSIBILITY w a I CONSTRUCTION PERFORMED FROM THESE _ i DRAWINGS. ❑� BD o ❑� BDA lz F REVISIONS 0 w ISSUE = DC� DC DATE = o 0 z a i NEW MEETING NEW PARISH OFFICES NEW MEETING NEW PARISH OFFICES ROOMS BUILDING ROOMS BUILDING z 2-STORY �TR(�O�/�S 2-STORY �/�S w �I°x z v` z O w Y ■ I ■ � I = ° ° z w 0 U 0 Q o P.L. P.L. S 2 � O C.U.P. RESUBMITTAL Q _ 6-25-18 UJ UJ C.U.P. RESUBMITTAL U O O 7-27-17 C) w C.U.P. SUBMITTAL U 3-31-17LU z z �J �J Project Manager: ADG Q o U o IMMDate: 3-22-17 LL O NOM Scale:NOM ~ 2 W N Project Num er: -C s 0 2Q+ 40+ s0+ 1610019 woo�U tea- SHEET NUMBER N U < UZ w zoz SHADE/ SHADOW PLAN - EQUINOXES - MARCH 20 & SEPTEMBER 22 13 SHADE/ SHADOW PLAN - WINTER SOLSTICE - DECEMBER 21 1Al 10 N Q LL II _ 1 II 11 _ 1 11 w w N ti S Q O PLUMPGROCIP ROOF ARCHITECTURE -RING SOLAR PANELS TOWER a division of Plump Engineering, Inc. TOWER BEHIND WALL SLOPED ROOF 91 4 E . KATELLA AVENUE �PARAPET BEYOND ANAHEIM, CALIFORNIA 92805 ROOF = P (714) 385-1835 F(714) 385-1834 www.plumpgroup.com STEPPED RO0O [ ] [ ] [ ] P STE WALLS IF z SOFFIT -=- -=-- -`— c� - --- --- - — - 3'X4'WINDOWS N - z O O NEW BRONZE GLASS W/ _ w PLASTER � DARK BRONZE FRAMES �� WALLS CD DOUBLE BRICK WALL SCONCE r TEPP w RAILING I NEW SHINGLED ROOF _ REVEALS OFFIT SOLDIER COURSE LIGHT FIXTURES St, Cecilia NEW G.I. GUTTER CD 2nd Fir Church W DOUBLE BRICK CD SOLDIER COURSE z 1301 Sycamore STEPPED - TUStlrl, CA 92780 z SOFFIT O .. ... II O 714-544-3250 O OPEN CD w \' z O BREEZEWAY CD Al CD T T T T T TJ I= HIT . . . . . . r7 `J W NEW G.I. DOWNSPOUT NEW FACE BRICK NEW BRONZE GLASS W/ DARK BRONZE FRAMES EW G.I. DOWNSPOUT L.I.D. FILTRATION AREA FACE BRICK PLASTER WALLS H.M.DOO S FACE BRICK o SECTION NORTH ELEVATION U W U W 0 0 0 SLOPED ROOF TOWER � Q 4"G.I. PAINTED MTL COPING z `O EXISTING HALL & OFFICE U 0 Q) 0 STEPPED O SOFFIT = STEPPED SOFFIT • 0 N o " V E o cv) W -�LA F1 PLASTER WALLS x o 3'X4' WINDO O x 0 Q U BEYOND w U o OPEN r RAILING �` U NEW SHINGLED ROOF NEW SHINGLED ROOF U w TO STAIR DOUBLE BRICK - m • o CD SOLDIER COURSE O 1 O O �o NEW G.I. GUTTER w CD - c� STEPPED fflfflCDm SOFFIT Stamp: CD CD CD ~J z CD O O CD — U z 31: LA Nk 3 '-COLUMN W/ BRICK BASE NEW G.I. DOWNSPOUT NEW BENCHES NEW BRONZE GLASS W/ DARK BRONZE FRAMES NEW BRONZE GLASS W/ EW BR _K OVER PLANTER WALL DARK BRONZE FRAMES COLUM S z 0 m U w NOT FOR CONSTRUCTION p AN IN-HOUSE QUALITY CONTROL AND z w SOUTH ELEVATION INTERFACE HAS NOT BEEN COMPLETED AND w BUILDING DEPARTMENT REVISIONS HAVE NOT X BEEN ADDED TO THESE CONSTRUCTION U DRAWINGS. THE ARCHITECT AND HIS o0 U CONSULTANTS ASSUME NO RESPONSIBILITY W E3 FOR CONSTRUCTION BIDS OR i CONSTRUCTION PERFORMED FROM THESE i DRAWINGS. 0 REVISIONS 0 ISSUE ' � Q DATE v Q TOWER 112 Z ROOF LINE BEHIND WALL J U 3 CIO 4" G.I. PAINTED MTL COPING SOLAR PANELS BEHIND WALL SOLAR PANELS ROOF (/) N _ BEHIND WALL << Z z w I w Q EXISTING CHURCH BUILDING TO REMAIN Z D D ROOF LINE BEYOND '' nn - V z O - - 1z z � - PLASTER � z z cy - --- --- - - STEPPED SOFFIT WALLS LU o PLASTER WALLSCD - NEW BRONZE LJJ I L LA W DARK o GLASS o N - RAILING = - O �O r I CD , BRONZE FRAMES o- - c� O CD I , AILING z CD DOUBLE BRICK c� ----- O CV) - SOLDIER COURSE DOUBLE BRICK O =RIM C.U.P. SOLDIER COURSE C I O a - I -25-18 w _ U STEPPED � � � � STEPPE 6 Q SOFFIT SLOPED ROOF OF = SOFFIT C.U.P. RESUBMITTAL O U - ADJACENT St. Cecilia Catholic Church LU w - - 7-27-17 g O J I PLASTER OFFICE BUILDNG SUBMITTAL - WALLS :.,.;....:.:..:: .. v r O 3-31-17 Z I zO \ Project manager: ADG oa o FACE BRICK MN Date: 3-22-17 - O O Scale: ~ W U �o OLUMN W/ BRICK BASE STAIRS W/ MTL RAILING Project Number: 1 — 1 FACE BRICK o s 1610019 x SHEETNUMBER ov woo Q EJ w EAST ELEVATION WEST ELEVATION <Q5 BUILDING ELEVATIONS A201 ze< w o J � m x IL 0 f ! ��wµ •. w PLUMPGROUP' ao ARCHITECTURE & ENGINEERING N a division of Plump Engineering, Inc. _ c� 914 E . KATELLA AVENUE } ANAHEIM, CALIFORNIA 92805 0 P (714) 385-1835 F(714) 385-1834 v m www.plumpgroup.com T Z me ,. G Z 4 _ z � w Cecilia a J • Church w SITE AS SEEN FROM STREET z 1301 S.E. Sycamore ..: Tustin, CA 92780 - - 714-544-3250 w H U s � U 1� w r t , w � w.. M� " - t�van r W M r , Q — . O TE ye^ � z r M r � 3 w - 15 1 1 o .- 0-4 .. ., Q � � Q SITE LOOKING TOWARD EXISTING HALL SITE LOOKING TOWARD STREET LU w U AM � w � pppp��� CD o d 42 : " a d - � m Stomp: r ZEE a - , z - 0 � I w C7 n T m x U r NOT FOR CONSTRUCTION x AN IN-HOUSE QUALITY CONTROL AND 3 _ — INTERFACE HAS NOT BEEN COMPLETED AND ° BUILDING DEPARTMENT REVISIONS HAVE NOT BEEN ADDED TO THESE CONSTRUCTION DRAWINGS. THE ARCHITECT AND HIS o N y CONSULTANTS ASSUME NO RESPONSIBILITY w FOR CONSTRUCTION BIDS OR FD CONSTRUCTION PERFORMED FROM THESE �i DRAWINGS. CD 'v m 10 6 2 N REVISIONS w :• W ISSUE DATE a x 0 U z 3 NORTH ACCESS FROM CHURCH PARISH HALL AT PROPOSED NEW ENTRY MAIN WALK TOWARD NEW BUILDING z Q - � w o z Z U w 0 r a U M � _ O O �2 p Z } ti j - w rn a 0 0 CD �}} a w C.U.P. RESUBMITTAL U 6-25-18 0 w U .. .. r ° iv t r.t°•':i. U PLANNING SUBMITTAL O i Project Manager: — ADG Z Q i Y Date: a 3-22-17 LU Scale: U ,R w N.A. w wr ` Iw an :2O Project Number: -C 1610019 � J 1 N U [ SHEET NUMBER Z w zoQ LOOKING TOWARD 112 CHARLOMA LOOKING TOWARD 1 1 1 CHARLOMA w~U '11 1 A901 w �JJ IF THIS SHEET IS NOT 30"X42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY dpb engineem, inc. 2 stagy consulting electrical engineers 2 st ry 2 start' 2 scary 150 El Camino Real, Suite 106 Tustin, Ca. 92780 T:(714) 730-2214 • F:(714) 730-2204 � 1 st011'y N0. REVISION DATE ndory 0 0 0 ST. 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CECILIA CATHOLIC CHURCH 1301 S.E. SYCAMORE AVENUE TUSTIN, CA 92780 O PROJECT MT 8968 BUILDING EXPANSION O O O O O SHEET TITLE EXTERIOR SITE PHOTOMETRICS 15Arn^ren �� frI5AM^ren ani SCALE: DPB PROJECT NO. DRWN BY: CHKD BY: SHEET: ISSUE DATE: 6_25_18 E101 ATTACHMENT D PARKING DEMAND ANALYSIS RECEIVED JUN 2 5 2018 COMMUNITY DEVELOPMENT BY: Demand Analysis Parking St. Cecilia Catholic is June 22, 2418 QRaFES3/0'v Prepared by: No. TR 2697 Meghan Macias, T.E. E`p- 03-31-20 meghanmacias.te@gmail.com �T RA F F\ 9jF OF CAL���� (949) 533-9182 St. Cecilia Catholic Church Parking Demand Analysis Table of Contents Introduction/Existing Site.................................................................................................................1 ProjectDescription...........................................................................................................................2 Methodology....................................................................................................................................3 Shared Parking................................................................................... ....3 ........................................... Overflow Parking........... ...................................................................Error! Bookmark not defined. Summary and Conclusions ................................................................................................ ...8 Tables Table 1: St. Cecilia Church Weekday Shared Parking Analysis........................................................6 Table 2: St. Cecilia Church Sunday Shared Parking Analysis............................................................7 Figures Figure 1: Weekday Hourly Building Utilization................................................................................4 Figure L Sunday Hourly Building Utilization...................................................................................4 Appendices Appendix A: Sample Activity Calendar Appendix B: Proposed Site Plan St. Cecilia Catholic Church Parking Demand Analysis Introduction/Existing Site This report has been prepared to analyze the parking demand for the proposed facilities expansion at St. Cecilia Catholic Church (St. Cecilia), located at 1301 Sycamore Avenue in the City of Tustin, California (City). St. Cecilia is a large Catholic parish of 4,000+ families that is currently celebrating 60 years in the City of Tustin. Between 5:00 PM on Saturday and 7:00 PM on Sunday there are nine Sunday Masses in three languages; English, Spanish, and Vietnamese. The existing Church facilities consist of the following: • 12,930 square-foot (620-seat) Church building that includes restrooms, sacristy, and work/storage room. The project does not propose any modifications to the Church building. • 8,687 square-foot building with Church offices, restrooms, kitchen and meeting hall. The meeting hall doubles as an athletic court and is also used by the school. The project proposes modification and expansion of the office/hall building. • School building with 13 classrooms, science lab, technology lab, and library. The school currently accommodates Preschool through 8" Grade students. The project does not include modifications to the school. • 208 existing on-site parking spaces. There is a security gate across the north section of the parking lot that is closed during school hours (7:45 AM —2:40 PM). During school hours, the available on-site parking is reduced by 91 spaces to 117 spaces. The existing Church, school and office/hall building currently provide worship and meeting space for the Parish community and the various St. Cecilia ministry groups. A sample of the activity calendar is provided in Appendix A. The school buildings are fully utilized during school hours from 7:45 AM —2:40 PM. The school also occasionally uses the parish hall on weekday mornings for choir practice and other school programs. The school also uses the parish hall in the afternoons from 3:00 PM —6:00 PM for after school sports. During weekday evenings between approximately 6:00 PM and 9:00 PM, the school classrooms are used for Children and Adult Faith Formation (English, Spanish and Vietnamese), Vietnamese Choir practice, and various ministry and prayer groups. The hall is used weekday evenings for Filipino and Youth Choir practice, Knights of Columbus, Bible study and other worship groups. The Church is used weekday evenings for English Choir practice, Rosary and Divine Mercy devotions, Eucharistic Adoration, Confessions and various other groups. The proposed project includes construction of a new building with meeting rooms that would be used for faith formation, choir rehearsal and the various ministry groups currently utilizing the St. Cecilia Catholic Church Parking Demand Analysis school classrooms. The project would also expand the existing office/hall building to increase and modernize the space, as well as provide a youth ministry center. The primary purpose of the proposed project is to provide more appropriate meeting space for the ministries currently utilizing the school classrooms and to modernize and expand the office/hall building to better accommodate the business functions of a large parish. The modernization of the kitchen and bathrooms in the office/hall building would bring these facilities up to current code standards. The project is not intended to facilitate any expansion of the parish or an increase in the enrollment of programs currently utilizing the school classrooms. Project Description The proposed project includes construction of a new meeting room building and expansion and renovation of the existing office/hall building. The meeting room building would be located north of the existing Church building and west of the existing office/hall. The new building would include nine meeting rooms with approximately 5,556 square feet of assembly space. The expansion and renovation of the existing office/hall building would provide expanded office space, modernized restrooms, a youth ministry center and expansion of the existing kitchen. As part of the office/hall building expansion, a youth ministry center would be created. This space would replace several existing office on the second floor of the office/hall building. The parish hall would remain at its existing size (4,434 square feet). The project also includes minor modifications to the parking lot to increase parking from 208 to 211 spaces. The proposed site plan for the meeting room building and the office/hall building are provided in Appendix B. As noted previously, the school is used for meeting space daily by faith formation, ministry groups, and non-English music ministry. The school classrooms are a less-than optimal space for many of these groups such as choir rehearsal, Girl Scout meetings, or Bible study/prayer groups. The proposed meeting room building will provide a dedicated music ministry room for choir rehearsal and flexible meeting space for large and small ministry groups. It is likely that children's faith formation classes will continue to be held in the school because of the number of rooms required (up to 4 classrooms at a time). However, many of the existing ministries that use the school such as prayer/praise groups, non-English choirs and English, Spanish and Vietnamese RCIA will meet in the new meeting room building. There are also several groups meeting in the work/storage room and Sacristy of the Church. The work/storage room is intended as an area for preparing Church decorations and flowers and storing items used by the Art and Environment Committee. The flower room only provides meeting space for approximately 10 people, however it at times accommodates up to 20 people. Groups currentiy meeting in the work/storage room will use the new meeting room building, as it will provide larger and more flexible meeting space. St. Cecilia Catholic Church Parking Demand Analysis Methodology This Parking Analysis follows the parking methodologies provided in Shared Parking, 2nd Edition (Urban Land Institute, 2005) and Parking Generation, 4th Edition (Institute of Transportation Engineers, 2010). ULI's Shared Parking, 2i"Edition describes shared parking as follows: "Shared parking is defined as parking space that can be used to serve two or more individual land uses without conflict or encroachment. The opportunity to implement shared parking is the result of two conditions: • Variations in the peak accumulation of parked vehicles as the result of different activity patterns of adjacent or nearby land uses(by hour, by day, by season). • Relationships among land use activities that result in people's attraction to two or more land uses on a single auto trip to a given area or development." Most city zoning codes are based upon peak parking demand ratios for individual land uses. While this appropriately recognizes that separate land uses generate different parking demands on an individual basis, it does not reflect the fact that the combined peak parking demand, when a mixture of land uses shares the same parking supply, can be substantially less than the sum of the individual demands. The shared parking methodology has been applied to the existing and proposed buildings on the St. Cecilia site, as the peak use of each building would not necessarily occur at the same time as other buildings on the site. Shared Parking This section documents the project-generated parking demand using the Shared Parking methodology, and demonstrates the ability to share parking between land uses and thereby reduce the overall on-site parking supply while still providing adequate parking. As discussed previously in the introduction and project description, the various buildings at St. Cecilia Catholic Church are utilized at different times throughout the week. On weekdays during the day, the school is fully occupied. The school also utilizes the Church building and hall at various times during the week. The Church building is fully utilized on Saturday evenings and throughout the day on Sunday. Other groups meeting in the school and meeting rooms would peak on weekday evenings. The typical hourly utilization of each building is shown in Figures 1 and 2 St. Cecilia Catholic Church Parking Demand Analysis Figure 1: Weekday Hourly Building Utilization 120% T-- 100% —100% 800 ■Church ■Office ■Hall 4090 --- _ _ _ ■Youth Ministry ■Meeting Rooms 20% - ■School 0% AWI J iL I 1 P� P� P� P� P� P� Q4Q� QXQ,;� Q� Q41 14, 4Q41 o° .°° cP .°° o° .o° o° o° o° o° o° o° Figure 2: Sunday Hourly Building Utilization 120°/D 10096 80% ... __ ^ .---- ■Church 6090 __.___ __ ■Office ■Hall 40% -. . - _ - ■Youth Ministry ■Meeting Rooms 2090 _ . - _. - ---- _ ■School O° o° O° O° 61 61 61 QO 61 QO Q0 .00 00 .00 00 OO Using the hourly utilization shown in Figures 1 and 2, a shared parking analysis was prepared and is discussed below. St. Cecilia Catholic Church Parking demand Analysis Weekday Table 1 presents the Shared Parking Analysis results for a typical weekday. As shown in the table, the peak shared parking demand on a weekday is 198 spaces, and would occur between 7:00 PM and 9:00 PM. There will be 211 parking spaces and all of the parking spaces are available after school lets out at 2:40 PM. Therefore, there is adequate parking to accommodate the peak parking demand for St. Cecilia on a weekday. Sunday Table 2 presents the Shared Parking Analysis results for a typical Sunday. As shown in the table, the peak shared parking demand on a Sunday is 207 spaces, and would occur between 9:00 AM and 10:00 AM and between 5:00 PM and 8:00 PM. There will be 211 on-site parking spaces, and all parking spaces would be available all day Sunday. Therefore, there is adequate parking to accommodate the peak parking demand for St. Cecilia on a Sunday. St.Cecilia Catholic Church Parking Demand Analysis Table 1: St,Cecilia Church Weekday Shared Parking Analysis Church Ofte Har Youth Mamst meming Dooms School 620 Seals 3.066 SF 4,434 SF 1121 TSF 6.087 TSF 15 Classrooms 1 sp/a Seats 1 W250 5F 1 sp135 Sf 1 sp/3.5 SF 1 SP35 SF 2 sp/Classroom -..+y Nd 207 sp 13 sp 127 sp 33 ap 174 sp 32 s Total % Hourly Parking %Utkation' Demand U1rlizatron' Demand UliOzatian' Demai Uhizali Demand Utilization' Demand Utlizalion' Demand Demand SuHly 6'00 AM 5% 11 0% 0 0% 0 0% 0 0% 0 0% 0 11 211 7:00 AM 15% 32 04b 0 0% 0 0% 0 0% 0 100% 32 64 120 8:00 AM 15% 32 5011, 7 0% 0 0% 0 0% 0 100% 32 71 120 9:00 AM 1.5% 72. 100°k. 13 0% 0 0% 0 10% 16 100% 32 95 120 10:00 AM 15% 32 100% 13 0% 0 0% 0 t0% 18 100% 32 95 12C 11.00 AM 15% 32 100° 13 0% 0 0% 0 5% 9 100% __ 120 12:00 PM 15% 32 ire% 13 0% 0 0% 0 5% 9 100% 1, .. 120 1:00 PM 5% 11 1001.4 13 0% 0 0% 0 5% 9 100% ._ 120 2:00 PM 517 1 T 100"5 13 0% 0 0% 0 5% 9 100% -- 5 120 3 00 PM 5% 11 100% 13 0% 0 0% 0 5% 9 75% 120 4:00 PM 5% 1 T 100% 13 0% 0 15% 5 70% 18 50% 16 63 211 5'00 PM 5% 11 100% 13 0% 0 15% 5 ia% 18 10% d 51 211 6:00 PM 5% 11 50% 7 10% 13 1 S% 5 10% 16 10% 41 58 211 TDO PM 10% 21 0% 0 10% 13 50% 17 76% 131 50%. 1& 198 211 6.00 PM 10%. 21 0% 0 10% 13 50% 17 76% 131 50% 18 196 211 8:00 PM 10% 2f 0% 0 10% 13 50% 17 76% 131 50% 16 198 211 Shmding mdi.atae asau searea..,kng demand. Peak Parking 0emand T9a 'Parhing reouiremenr from me I�ry c1 Tustin Laming Ordnance Semen 9293g ITade U. 9aserl nn..er.ge—..-Y M.N ahenm.nea '6.SeI.n J'iFCO heuf5.M-F 9 9p..A1.J 0'7 PMI. 'gay.,l.r anaaye acre nr 7rnuns o+.sny r+�tluhng wee.daymmrnga. .,.,i uae a va—fou1n Mini"center and aaeraga we of wee..tlay Youth Onistry meetings Anric i:::a: ....w ren d M-1,Roan.mesad-.anent udiz.ben d ached raakbee by SL Coati.Chinch mmslrl�. 'Schnd a r..11. 'I zed during&hacl h— Chiid—'a faith formas-wig w.nnnue ro meet m the achod in the.ening..:lalt1.a0d1 Ia taia o.the number at scn.d dessr—wrrent[y ubl-d in the evensng oy Oka—NO fi—.V.n fuptoB daa ,i St.Cecilia Catholic Church Parking Demand Analysis Table 2: St,Cecilia Church Sunday Shared Parking Analysis Church Office Hag Youth Ministry tAfttng Roams School Size 620 Seats 3.066 SF 4,434 SF 1.121 TSF 6,057 TSF 16 Classroorm Parking Rale' 1 sp:3 Seats 1 spr250 SF 1 SPI35 SF 1 spr35 SF 1 spi35 SF 2 sPlClasarvam Partnq Required 207 sp 13 3p 127 sp 33 sp 174 s p 32 s Taal .r % % % % io F{ou,rff Parking Utlkzahon' Oemand Utlgzativn' Demand Ulazativna Demand Utilizations Demand Utilization° Demand Utilization' Demand Demand Suppli 6 00 AM 50% 104 0% 0 0% 0 0% 0 0% 0. 0% 7 104 211 7'00 AM 50'S 104 0% 0 50% 64 0% 0 0% 0! 0% 3 166 211 6.00 AM 50'. 104. 0% 0 50% 64 0% 0 014 011 0% 0'. 168 211 9:00 AM to^ 207 0% a 0% D 0% 0 0% 01 0% 0� 207 211 10:00 AM 25', 52 0% 0 0% 0 0% 0 01S 01 0116 01 52 211 11 00 AM 100'. 207 0% 0 0% 0 0% 0 0% 0I 0% 01 207 211 12'00 PM 100% 207 0% 0 0% 0 D% 0 0'S 0 011a 01 237 211 1..-00 PM 100% 207, 0% 0 0% 0 0% 0 0% 0'. 0% 0, 207 211 2.00 PM 25% 52!, D% 0 50% 64 100% 33 1SWI 27' 5011. 16 132 211 3'.00 PM 25% 521 0% 0 50% 64 100% 33 151, 271 50°'1 16 192 211 4'.00 PM 25% 52 0'4 0 50% 64 100% 33 15% 27 50°re 16' 192 211 6:00 PM 100% 207 0% 0 0% 0 0% 0 0% 0 0% 0 207 211 6:00 Pit 100% 207 0% 0 0% 0 0% 0 0% 0 0% 0 207 211 7',00 PM 10D% 207 0% 0% 0 0% 0 0% 0'+6 0 207 211 8.00 PM 10% 21 0% 0. 0°i 0 0% 0 0% 0 0". 3; 21 211 900 PM 10°1. 21 0% 0 0% 0 0% 0 0% 0 0°'1 0' 21 211 Snadmg find-1nea Pena 11.—parwng damard Peak Parking Demand 207 'Parking Fe11.1e 11 ern,lne_rtr ar Tusrin ie nn,Ordinance Stleten 4267,iTaele I I 'Bued on avera,a S�rt oa>".1ass anendcnre n i C}fece s closed�r S.rnaf Hee s uSeC b'Mfr s l,I.;F'^1 a'C �•M1,-ai:or,on S�nddy ONH Ude er kY!o7t perS0a4 ffieady Prdkad hir Mass i PviPpaed p�^,^V.r..y�.T .+enp 11—1.[e'01 cid'.i duffing COrinrrtnSion M sander aRemppns, r Anhnparee�nkz.V n cf 4te�,.j 9.--pasetl on c,t,,-T N,Z4—of by Sl Cecilia Ch—i,mnistndd. Sehnol is�srtd at Gc'�Sima'.on nn 5undby dnnrna0ne I is an Lcipaled_an i�aiian Holl remain in the achoel ager line Prpjxl is COnetNCitld. St. Cecilia Catholic Church Parking Demand Analysis Summary and Conclusions When considered individually,the existing and proposed buildings at St. Cecilia Catholic Church would require 586 parking spaces. However, the buildings are utilized at different times throughout the week. Because each of the buildings is not fully occupied at the same times, there is an opportunity to share the existing parking spaces. The site will have 211 parking spaces. There is a security gate across the north section of the parking lot that is closed during school hours (7:45 AM —2:40 PM), During school hours, the available on-site parking is reduced by 91 spaces to 120 spaces. The peak shared parking demand on a weekday is 198 spaces, and would occur between 7:00 PM and 9:00 PM. The peak shared parking demand on a Sunday is 207 spaces, and would occur between 9:00 AM and 10:00 AM and between 5:00 PM and 8:00 PM. The 211 proposed on-site parking spaces could accommodate the shared parking demand for St. Cecilia during a typical weekday and a typical Sunday. Based on this analysis, no parking impacts are anticipated and the proposed project would not significantly change the existing parking operations of the St. Cecilia site. Appendix A: Sample Activity Calendar S Cecilia Church -tom ua 2017 r r , t r� C'LA I m 'e— nld�► ' F-5 1 2 3 47 3O IUM-a M AM 600 AM-1100 AM 730 AM-1230 PM S OOAM-11OOAM Tu WIN Th Fr ye Tu We Th Fr Si 64 Cacaa Schaal Chm seem CaAMW n St cmaa 5UwcI-Ukm n C"Sow-Rml, ,11i 1 2 3 4 5 6 1 1 74 pmc-m-1111 FIoaarfbodies ftom Kmw cArd" Rw4,RMfk Rma,Rm7 6 910 t 1 12 13 14 a 7 a 9 10 11 6 OO AM-300 PM 10 OO AM- 11310 AM IR 30 AY-10 30 AM RM4.MRF-,E*OCRKh,HL 15 16 17 If 19 2D 21 12 13 14 15 10 17 18 51 CocAm Schaal n Kj wa &bm Sk-*EAwwh in St CwhWU 6coard VAU R K,Wn.XX Kapw Cr.MJ11. 22 23 24 25 20 77 29 19 20 21 27 -3 24 2r CanYF 611101114 Chwo OJDD AM-11.00 AM 29 30 31 20 77 29 29 30 31 9 00 AM-12.30 PM 12 00 PM-3 00 PY 1100 AM-1200 PM CFF'-SpaRCkwWw Foo 61 LMU Arta s Gab FA. Cowwakar Schaaf in Kuper FwrAn-FwWwn w1FtA to rommam in KA conn Chm-ffi F."IILA-q l Rema 30OPM•aODPM 300 PM-600 PM 1130AM-200PM 630 AM 930 AM $t Caaaa Sctwd AM SIC!-AMrocroo PWo a F"wr Fwanral Ravyaw. 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M111MI 50LAtft" 7.0OPM-900PM 230 PM-4 cc PM ViY1nammo Chow 62 on V1Faaemw Lou~Clain F.OW1111aa C"Cara Rwrm �Kyr wr Cellar 7 0O PM-9 00 PM z 50 PM !)CC PM RCLA 1n UbIWV St CwFa 3CMwF-oeme HW t M1 K6, 2 30 Ism-4 30 PM 14wfwt4 mwYam 5uuNY4 ftvwv%in F rnw srraa'a Rom 33OPM-43OPM W.W' 1c�A'40n cn.nah 400 PM-600 PM Vowumold aro OKW 0161 (lemma a Art Rmm 4wPM-600 PM Vkeermasa Lwjk+n 91 MOV. Sara n Sowwo Leh Room 4 45 PM 7 3O PM Manan w RCN.n Lb 5 00 PM 6 30 PM vwvwm� Cho,01 n E.enwtaa Da}Cioa Rou- t 1Wa6 soda hr .Hale 26 2017 1037 Mn P000 1 St Cecilia Church Februarv. 2017 Stan 'rues Y' FMW 5 6 7 8 9 10 11 7]0 AM 9 45 AM 10.00 AM-11.00 AM 8 00 AM-3 00 PM 7.30 AM-6.30 AM 0:00 AM-12.00 PM 12:00 PM-2:30 PM A'W AN-1" 00 AM Vreurnew('r S o in Kuser Funerst0i ra rdfW In Sl CocAts SLhcd n KuM St Cc.;U Scrad•Chair Monis in Touch Grtaap-IK• St cam 6M1NN IA Ho CFFPM I.RrL ft3. 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Rn,a Haul Rm9.AaRmu F r111C.Rm,HL nul,.r C tr SckzuFm 5.00PM-700PM VMIelearase(A agwx Mmo n id n K,4C u 6:00PM-500FM 5t Cuawe 6aroo AJIw ;,tsrao+&payr n�IaA Weedoesder June 28 2017 16:31 on pw 5 ft S -C U m U cA i 0 I o O M Appendix B: Project Site Plan PLLfAPQF0JP $zccrilia I I KEYNOTES PARKING CALCULATION Church pq- FXP.S PING SCHOOLM 4 4'';ING L NEWPARISH OFFICES 3 EXISM6 PARISH"ALI .'S T ----------- ------ 0 U 46" I 2y-a'(t1 ------------ ------ --- --- t A- , 0 C LQ NEW L ENTRY W-cr 24,-e • ts'-w tw-o' 12'-0' E 1A. EXISTING CHURCH omm vsmc PiAb9 U u.r 13 Li 0 - --------- ---- - N07 CONRXIM 9656 • rl AR 7 Q-.CUl D y R EXISTING E) E) F— GRASS 7 A 711=, AREA z Cl 3 I+.pl. PARKING Iff-TIAN A] 01 . 1 ATTACHMENT E RESOLUTION NO. 4373 RESOLUTION NO. 4373 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF TUSTIN, APPROVING CONDITIONAL USE PERMIT 2017-04 AND DESIGN REVIEW 2017-004 TO AUTHORIZE THE CONSTRUCTION OF A 9,936 SQUARE-FOOT TWO- STORY MEETING ROOM BUILDING, A 2,971 SQUARE- FOOT OFFICE BUILDING EXPANSION, AND 3,608 SQUARE FEET OF OFFICE AND ASSEMBLY AREA IMPROVEMENTS AT ST. CECILIA CHURCH AT 1301 SYCAMORE AVENUE. The Planning Commission of the City of Tustin does hereby resolve as follows: 1. The Planning Commission finds and determines as follows: A. That a proper application for Conditional Use Permit (CUP) 2017-04 and Design Review(DR) 2017-004 was filed by Aric Gless on behalf of St. Cecilia Church requesting authorization to construct a new 9,936 square-foot two- story meeting room building, a 2,971 square-foot office building expansion, and 3,608 square feet of office and assembly area tenant improvements located at St. Cecilia Church at 1301 Sycamore Avenue. B. That the proposed project is consistent with the policies of the General Plan "Public/institutional" designation which allows schools and churches. In addition, the project has been reviewed for consistency with the Air Quality Sub-element of the City of Tustin General Plan and has been determined to be consistent with the Air Quality Sub-element. C. That a public hearing was duly called, noticed, and held for said application on October 23, 2018, by the Planning Commission. D. That the establishment, maintenance, and operation of the proposed use will not, under the circumstances of this case, be detrimental to the health, safety, morals, comfort, or general welfare of the persons residing or working in the neighborhood of such proposed use, nor be injurious or detrimental to the property and improvements in the neighborhood of the subject property, or to the general welfare of the City of Tustin in that: a. The proposal is consistent with the Public and Institutional Zoning District standards in that places of worship require a conditional use permit and the development standards are determined through the conditional use permit and design review process by the plans approved by the Planning Commission. The uses are appropriate under the General Plan Land Use Element Public/Institutional designation in that the Church functions as a quasi-public use. b. The site is consistent with prior conditions of approval for the parish hall under CUP 75-18. While additional square footage ,is being proposed, no new uses are being added to the site in that a church and school currently exist on the property. Resolution No. 4373 Page 2 c. Parking for the proposed use can be accommodated on-site, as the required number of parking spaces has been provided based on the most intensive use, which is the church building with 620 seats. All church and school uses shall operate in accordance with the space utilization rates and times described in the Parking Demand Analysis dated June 22,209 8. E. That the proposal will not impair the orderly and harmonious development of the area, the present or future development therein, or the occupancy as a whole. The location, size, and general appearance of the proposed project, as conditioned, is compatible with the surrounding area in that the scale and massing of the proposed building andi addition are consistent with the other buildings on the site. The architectural design, features, and color palette are consistent with the other buildings on the site. In making such findings, the Planning Commission has considered at least the following,items: 1. Height, bulk, and area of proposed structures. The two-story height and bulk of the proposed project is compatible with the existing church building and the adjacent two-story residences. 2. Setbacks and site planning. The proposed project is setback approximately ten (10)to twenty(20)feet from adjacent property lines which is consistent with existing property setbacks. 3. Exterior material' and colors. The proposed exterior materials and colors appropriate in that they match the existing materials and colors used on the adjacent existing buildings. 4. Type and pitch of roofs. The slope and materials of the roof on the proposed office addition matches the existing building and the flat roof of the proposed two-story meeting room building is accented with a roof element facing Sycamore Avenue that matches the roof of the adjacent church building. 6. Size and spacing of windows, doors and other openings. The proposed size and spacing of windows and doors complement the design of the buildings and soften the appearance of the buildings. 6. Towers and roof structures.The tower element provides architectural interest to the proposed meeting room building. 7. Landscaping, parking area design and traffic circulation. The proposed project includes minor landscaping and parking area 'improvements which will enhance the overall appearance of the site. Resolution No. 4373 Page 3 8. Location, height and standards of exterior illumination. As condition, the proposed project will comply with site illumination standards and lighting will be directed onto the property. 9. Location and appearance of equipment located outside of an enclosed structure. As conditioned, equipment shall be fully screened below the building parapet or with landscaping. 10. Location and method of refuse storage. As conditioned, the trash enclosure will provide adequate space for trash and recycling and will accommodate trash collection services. 11. Physical relationship of proposed structure to existing structures. The proposed structures are complementary to the existing structures in that consistent setbacks and building heights will not detract from adjacent structures. 12. Appearance and design relationship of proposed structures to existing structures and. possible future structures in the neighborhood and public thoroughfares. The proposed structures are compatible with the existing structures on the property, in that the matching materials, colors and design elements will be utilized. F. This project is Categorically Exempt pursuant to Section 15332, Class 32 of the California Code of Regulations (Guidelines for the California Environmental Quality Act). Il. The Planning Commission hereby approves Conditional Use Permit 2017-04 and Design Review 2017-004 to authorize the construction of a new 9,936 square-foot two-story meeting room building, a 2,971, square-foot office building expansion, and 3,608 square feet of office and assembly area tenant improvements located at St. Cecilia Church at 1301 Sycamore Avenue, subject to conditions contained in Exhibit A attached hereto. PASSED AND ADOPTED at a regular meeting of the Tustin Planning Commission held on the 23rd day of October, 2018. AUSTIN LUMBARD Chairperson ELIZABETH A. BINSACK Planning Commission Secretary Resolution No. 4373 Page 4 STATE OF CALIFORNIA } COUNTY OF ORANGE } CITY OF TUSTIN } I, ELIZABETH A. BINSACK, the undersigned, hereby certify that I am the Secretary of the Planning Commission of the City of Tustin, California; that Resolution No. 4373 was duly passed and adopted at a regular meeting of the Tustin Planning Commission, held on the 23rd day of October, 2018. PLANNING COMMISSIONER AYES: PLANNING COMMISSIONER NOES: PLANNING COMMISSIONER ABSTAINED: PLANNING COMMISSIONER ABSENT: ELIZABETH A. BINSACK Planning Commission Secretary EXHIBIT A RESOLUTION NO. 4373 CONDITIONAL-USE PERMIT 2017-04 DESIGN REVIEW 2017-004 CONDITIONS OF APPROVAL GENERAL (1) 1.1 The proposed project shall substantially conform with the submitted plans for the project date stamped October 23, 2018, on file with the Community Development Department, as herein modified, or as modified by the Director of Community Development in accordance with this Exhibit. The Director of Community Development may also approve subsequent minor modifications to plans during plan check if such modifications are consistent with provisions of the Tustin City Code (TCC). (1) 1.2 The subject project approval shall become null and void unless permits for the proposed project are issued and substantial construction is underway within one (1) year of the date of this Exhibit. Time extensions may be considered if a written request is received by the Community Development Department within thirty(30) days prior to expiration. (1) 1.3 Unless otherwise specified, the conditions contained in this Exhibit shall be complied with as specified, subject to review and approval by the Community Development Department. (1) 1.4 Approval of Conditional Use Permit 2017-04 and Design Review 2017-004 is contingent upon the applicant and property owner signing and returning to the Community Development Department a notarized "Agreement to Conditions Imposed"form and the property owner signing and recording with the County Clerk-Recorder a notarized "Notice of Discretionary Permit Approval and Conditions of Approval" foram. The forms shall be established by the Director of Community Development, and evidence of recordation shall be provided to the Community Development Department. (1) 1.5 Any violation of any of the conditions imposed is subject to issuance of an administrative citation pursuant to TCC 1162(a). (1) 1.6 The applicant shall be responsible for costs associated with any necessary code enforcement action, including attorney fees, subject to the applicable notice, hearing, and appeal process as established by the City Council by ordinance. .SOURCE CODES (1) STANDARD CONDITION (5) RESPONSIBLE AGENCY REQUIREMENT (2) CEQA MITIGATION (6) LANDSCAPING GUIDELINES (3) UNIFORM BUILDING CODEIS (7) PC/CC POLICY (4) DESIGN REVIEW EXCEPTION Exhibit A- Resolution No. 4373 CUP 2017-04 and DR 2017-004 Page 2 (1) 1.7 Conditional Use Permit 2017-04 and Design Review 2017-004 may be reviewed on an annual basis, or more often if necessary, by the Community Development Director. The Community Development Director shall review the use to ascertain compliance with conditions of approval. If the use is not operated in accordance Conditional Use Permit 2017-04 and Design Review 2017-004, or is found to be a nuisance or negative impacts are affecting the surrounding neighborhood, the Community Development Director shall impose additional conditions to eliminate the nuisance or negative impacts. (1) 1.8 As a condition of approval of Conditional Use Permit 2017-04 and Design Review 2017-004, the applicant and property owner shall agree, at its sole cost and expense, to defend, indemnify, and hold harmless the City, its officers, employees, agents, and consultants, from any claim, action, or proceeding brought by a third party against the City, its officers, agents, and employees, which seeks to attack, set aside, challenge, void, or annul an approval of the City Council, the Planning Commission, or any other decision- making body, including staff, concerning this project. The City agrees to promptly notify the applicant and property owner of any such claim or action fled against the City and to fully cooperate in the defense of any such action. The City may, at its sole cost and expense,.elect to participate in defense of any such action under this condition. (1) 1.9 If in the future the City's Community Development Director, Police Chief, and/or Public Works Department determine that a parking, traffic, or noise problem exists on the site or in the vicinity as a result of the facility, the Community Development Director, Police Chief, and/or Public Works Department may require that the applicant prepare a parking demand analysis, traffic study, or noise analysis and the applicant shall bear all associated costs. If said study indicates that there is inadequate parking or a traffic or noise problem, the applicant shall be required to provide, measures to be reviewed and approved by the Community Development Department, Police Chief, and/or Public Works Department. Said measures may include, but are not limited to, the following: A. Adjust hours of operation. B. Reduce the number of congregation/participants and/or employees. C. Reduce and/or eliminate activities. D. Provide additional parking. E. Provide noise attenuation. Exhibit A- Resolution No. 4373 CUP 2017-04 and DR 2017-004 Page 3 USE RESTRICTIONS (4) 2.1 The project shall consist of the construction of a new two-story meeting room building of approximately 9,936 square feet, an office building expansion of approximately 2,971 square feet, office and assembly area improvements in the existing parish hall building, and associated landscape and hardscape improvements. (***) 2.2 The church building shall be limited to a maximum of 620 seats. Any proposed increase in the number of seats shall be reviewed by the City and City approval is required prior to the installation of additional seats. (***) 2.3 All church and school uses shall operate in accordance with the space utilization rates and times described in the Parking Demand Analysis dated June 22, 2018. Any proposed increase in the utilization rate that could result in parking demand exceeding parking supply shall be submitted to the Community Development Department for review and may require an amendment to the Parking Demand Analysis and/or CUP 2017-04. (4) 2.4 No outdoor storage shall be permitted, except as approved by the Director of Community Development. {***} 2.5 The applicant shall maintain a minimum of 207 on-site parking spaces for church and school use. (4) 2.6 No signs or other forms of advertising or attraction may be placed on the site without approval from the Community Development Department. ARCHITECTURE AND DESIGN (4) 3.1 All roof access shall be provided from the inside of the building. (4) 3.2 No exterior downspouts shall be permitted. All roof drainage shall utilize interior piping and may have exterior outlets into landscaped areas at the base of the building. Any roof scuppers shall be installed with a special lip device so that overflow drainage will not stain the walls. (4) 3.3 All exposed metal flashing or trim shall be painted to match the building. (4) 3.4 All rooftop mounted equipment shall be installed at a minimum height of six (6) inches below the top of the parapet so as not to be visible from the public right-of-way. (4) 3.5 Utility meters located outside of the building shall be screened with landscaping to the greatest extent possible. Exhibit A- Resolution No. 4373 CUP 2017-04 and DR 2017-004 Page 4 (4) 3.6 Onsite lighting shall be designed to contain illumination onto the property and shall not spill out onto adjacent streets or properties. Final site and building lighting shall be reviewed and approved at plan check. PLAN SUBMITTAL (3) 4.1 At the time of building permit application,the plans shall comply with the latest edition of State and City of Tustin adopted codes: California Building Code, California Electrical Code, California Plumbing Code, City Ordinances, and State and Federal laws and regulations. (1) 4.2 Construction and Demolition Waste Recycling and Reduction Plan (WRRP). a. The applicant/contractor is required to submit a WRRP to the Public Works Department. The WRRP .must indicate how the applicant will comply with the City's requirement (City Code Section 4351, et al) to recycle at least 65 percent of the project waste material or the amount required by the California Green Building Standards Code. b. The applicant will be required to submit a fifty-dollars ($50.00) application fee and a cash security deposit. Based on the review of the submitted Waste Management Plan, the cash security deposit in the amount of five (5) percent of the project's valuation as determined by the Building Official, rounded to the nearest thousand, or two-thousand-five- hundred dollars ($2,500), whichever is greater. In no event shall a deposit exceed twenty-five-thousand dollars ($25,000). c. Prior to issuance of a permit, the applicant shall submit the required security deposit in the form of cash, cashier's check, personal check, or money order made payable to the "City of Tustin". PUBLIC WORKS DEPARTMENT (1) 5.1 Prior to issuance of any permits, the applicant shall submit for approval by the Community Development and Public Works Departments, a Water Quality Management Plan (WQMP). If the WQMP has been determined to be a Priority WQMP, it shall identify Low Impact Development (LID) principles and Best Management Practices (BMPs)that will be used on-site to retain storm water and treat predictable pollutant run-off. The Priority WQMP shall identify: the implementation of BMPs, the assignment of long- term maintenance responsibilities (specifying the developer, parcel owner, maintenance association, lessees, etc.), and reference to the location(s) of structural BMPs. Exhibit A- Resolution No. 4373 CUP 2017-04 and DR 2017-004 Page 5 (1) 5.2 Prior to submittal of a Water Quality Management Plan (WQMP), the applicant shall submit a deposit of two-thousand-seven-hundred dollars ($2,700.00) to the Public Works Department for the estimated cost of reviewing the WQMP. (1) 5.3 Prior to issuance of any permits, the applicant shall record a "Covenant and Agreement Regarding O_& M Plan to Fund and Maintain Water Quality BMPs, Consent to Inspect, and Indemnification" with the County Clerk- Recorder. These documents shall bind current and future owner(s) of the property regarding implementation and maintenance of the structural and non-structural BMPs as specified in the approved WQMP. (1) 5.4 Trash enclosures shall utilize the City's standard enclosure designed with roof to accommodate at least two (2) 4-yd. bins, with at least one (1) bin reserved for recyclable materials. (1) 5.5 Street Improvements: a. Prior to any work in the public right-of-way, an Encroachment Permit shall be obtained from and applicable fees paid to the Public Works Department. b. Prior to issuance of an Encroachment Permit, the applicant shall submit to the Public Works Department 24" x 36" reproducible street improvement plans, as prepared by a California Registered Civil Engineer, for approval. The plans shall clearly show existing and proposed surface and underground improvements, including construction and/or replacement of any missing or damaged public improvements adjacent to this development. Water Improvement Plans must follow the latest City of Tustin Water Standards and the American Water Works Association (AWWA) guidelines. In case of a conflict, the City of Tustin Water Standards shall prevail. c. The applicant shall remove the northerly driveway approach on Sycamore Avenue. And design and construct curb and gutter and sidewalk per the most current City of Tustin Public Works Standard. d. Prior to issuance of an Encroachment Permit for construction within the public right-of-way, a 24" x 36" construction area traffic control plan, as prepared by a California Registered Traffic Engineer, or Civil Engineer experienced in this type of plan preparation, shall be prepared and submitted to the Public Works Department for approval. Exhibit A- Resolution No. 4373 CUP 2017-04 and DR 2017-004 Page 6 e. Current Federal Americans with Disabilities Act (ADA) requirements shall be met at all driveways and sidewalks adjacent to the site. City of Tustin standards shall apply, unless otherwise approved by the City Engineer. Depending on the applicable City standard, an easement on private property for pedestrian access may be required. In this case, a legal description and sketch of the dedication area, as prepared by a California Registered Civil Engineer or California Licensed Land Surveyor, shall be submitted to the Public Works Department for review and approval. (1) 5.6 Water Improvements: a. In accordance with the plans, a backflow prevention device may be required to protect the public water system from cross connections. A. If a double check detector assembly (DCDA) is required, an easement for public utility access purposes must be dedicated to the City of Tustin. The easement shall start from the public right- of-way up to the DCDA with a minimum distance of five (5) feet all around the DCDA to allow for unobstructed access, inspection, testing, and maintenance. B. If a building sprinkler system is required by the Orange County Fire Authority (OCFA), the applicant shall be required to provide a backflow prevention device at his or her expense to prevent cross contamination with the public water system. C. If the applicant proposes to use an irrigation system, then a separate water meter may be required. if this is the case, a reduced pressure principle assembly(RPPA) shall be required to prevent cross-connection with the public water system. b. Any easements for construction and maintenance of public water facilities within private property shall be reviewed and approved by the Public Works Department prior to recordation with the Orange County Clerk-Recorder. The applicant shall submit a legal description and sketch of the area to the Public Works Department for review and approval, as prepared by a California Registered Civil Engineer or California Licensed Land Surveyor. Exhibit A- Resolution No. 4373 CUP 2017-04 and DR 2017-004 Page 7 c. The applicant is responsible for all costs related to the installation, upgrade, alteration, relocation or abandonment of all existing City of Tustin public water facilities affected by the proposed project. d. Prior to issuance of any permit, the applicant shall provide a written release/approval from the East Orange County Water District(EOCWD) for the increase. The applicant shall submit a water permit application to EOCWD, and is responsible for all application, connection and other EOCWD fees. e. The adequacy of a proposed water system plan for the proposed development project, including the number, size and distribution of fire hydrants, must be reviewed by the OCFA. Plans meeting OCFA fire protection requirements must be stamped and approved by that agency. f. The proposed domestic water system plans must conform to all applicable regulations enforced by the Orange County Health Department. g. The development shall comply with all applicable provisions of the City of Tustin Water Quality Ordinance and all Federal, State, and Regional Water Quality Control Board rules and regulations. (1) 5.7 Prior to issuance of a Building Permit(s), the applicant shall provide written approval from the EOCWD of sanitary sewer service connections. (1) 5.8 Any damage done to existing public street improvements and/or utilities shall be repaired to the satisfaction of the City Engineer before issuance of a Certificate of Occupancy. ORANGE COUNTY FIRE AUTHORITY (1) 6.1 Prior to issuance of a building permit, the applicant shall apply and obtain approval for the following applications: a. Fire master plan (service code PR145) -- This plan shall demonstrate access to and around all proposed structures to within 150 feet of an access road. b. Architectural (service codes PR200-PR285) c. Underground piping for private hydrants and fire sprinkler systems (service codes PR470-PR475) d. Fire sprinkler systems (service codes PR400-PR465) Exhibit A- Resolution No. 4373 CUP 2017-04 and DR 2017-004 Page 8 (1) 6.2 Prior to concealing interior construction, the applicant shall apply and obtain approval for the following applications: a. Fire alarm system (service code PR500-PR520) FEES (1) 7.1 Within forty-eight (48) hours of approval of the subject project, the applicant shall deliver to the Community Development Department, a cashier's check payable to the COUNTY CLERK in the amount of fifty dollars ($50.00) to enable the City to file the appropriate environmental documentation for the project. If within such forty-eight (48) hour period the applicant has not delivered to the Community Development Department the above-noted check, the statute of limitations for any interested party to challenge the environmental determination under the provisions of the California Environmental Quality Act could be significantly lengthened. (1) 7.2 Prior to the issuance of any building permits, payment shall be made for all applicable fees, including but not limited to, those listed below. Payment shall be required based upon those rates in effect at the time of payment and are subject to change. A. Building plan check and permit fees to the Community Development Department. B. Orange County Fire Authority plan check and inspection fees to the Community Development Department. C. Any applicable sewer and water connection fees to OCSD and EOCWD. D. New development tax to the Community Development Department based upon the most current schedule. E. Any applicable school facilities fees to the Tustin Unified School District based" upon the most current schedule. Proof of payment shall be provided to the Community Development Department priorto issuance of building permits. F. Major Thoroughfare and Bridge fees to the Public Works Department. With proof of exemption from the payment of property taxes,the project is exempt from the payment of Major Thoroughfare and Bridge fees.