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Home My WebLink About1 WHITECLIFFS DR*NEW FILE* I Whitecliffs Dr 2 t7 P r 3 4 A EVIAT10 A B Anchor boll GALV Galvanized R. T Resilient the ACC. Accessories GEN. General RAD Radius ACOUS Acoustic GENR. Generator RE. Reference ADDIT. Addition GL Glass REC Reception ADJ. Adjustable GLU-IAM Glue laminate RECP Receptacle M ADMIN. Admmi strotion OR Grade REF Refrigerator ALT. Alternative ORD. Ground REG Register ALUM. Aluminum GRND. Grind REOD Required ANCH. Anchor RESIL Resilient APPROX. Approximate H B Hose bib REV Revision ARCH. Architect H C Hollow core RM. Room ASPH. Asphalt H-CAP. Accessible RND. Round ASSEM Assembly H M. Hollow metal RUB Rubber ATTEN Attenuation H. P. Horse power AUTO Automatic H_ W Hot water S2S Surfaced 2 sides HD Head 54S Surfaced 4 sides BD. Board HD. BD Hard Board S C Schd Core BLDG, Budding HOP Header S. S Stainless steel BLK. Block HDWR Hardware SAN Sanitary BLKG. Blocking HORZ Horizontal SCHED Schedule BM. Beam HR Hour SEC Secure B-MARK Bench mark HT Height SECT. Section L BNDRY Boundary HTG Heating SEP Separation BOT. Bottom HWD Hardwood SERV Service BRCG. Bracing SHT. Sheet ERGO Bridging L D inside diameter SHTG Sheathing BRKT. Bracket ID. Interior design SHWR. Shower BSMT Basement IN. Inch Sim Similar BTU. British Thermal Unit INCL. Include SPEC. Specification BTWN. Between INFO Information SO Square BYND Beyond INSUL. Insulation STA. Station Channel INT. Interior STD SandfordC C. I P. Cast in place JAN_ Janitor STL STOP. Steel Storage C. J. C. Ceiling joist JST. Joist STRUCT. Structural O. Cleanout JT Joint SUSP. Suspended C. W Cold water CAB Cabinet K 0 Knock -out T. Tread CARP CEM. Carpet Cement K. P. Kick plate T. C Top of curb K CER Ceramic KIT. Kitchen T & G Tongue and groove CG Corner guard 9 T. J Tooled joint CL Center line L Angle TEL Telephone CLG Ceding L H. Left hand TEM. Temporary CLQ. Closet LAB Laboratory TEMP. Temperature CLR Clear LAM Laminated TERR Terrazzo CMU Concrete Mason Unit 7 LAV LBS Lavatory Pounds THERM THK. Thermostat COL. Column LCKR. Locker TKBD Thick Tockboard CONC Concrete LIN Linen TYP. Typical CONF. Conference LMBR. Lumber TYPG. Typing CONN Connection LOUV Louver CONSTR. Construction LT Light U B C Uniform Building Code CONT CONTR. Continuous Contractor LT WT. Light weight U L. Underwriter's Laboratory CRT R Corridor U N 0. Unless Noted Otherwise CRT Computer terminal M H M. 0 Manhole UR Urinal Masonry opening CSMT. Casement MACH Machine V B. _ Vapor barrier J CTR. Center MAINT Mamtenance VCT Vinyl composition lifeCYL. Cylinder MAS Masonry VENT Vertdate D. S. Downspout MATL material VERT Vertical OBL Double MAX Maximum VEST Vestibule DEP Depress MB Machine bolt VG. vision Class DEPT Deportment MECH. Mechanical Dead MED Medicine W C Water closet CIA IA Diameter I"i Mezzanine W H Water heater DIAG Diagonal MFGR Manufacturer W Wrcughl iron DICT Dictation MCR Manager W W F Wel9ed wire 'obnc DIM. Dimension MIN Minimum W/ Ith DIV Down ,MIR Mirror W/0 Without MISC Miscellaneous WD. Nced i DO D Ito MLDG Moulding WF ice flange Wide DR Door MTL. Metal WOM Women DWG DrawingMULL Mullion IF. Waterproof (E) Existing N () New WSCT. Wamsmt H t EA. Each N North wT Ne,gnt E D F Electric drinkingfountain N Not contract YD. raid E J. ExpansionnJointt T S N T S t Not to scale ELEC. Electnc NO Number ELEV. Elevation NON -COMB Non-combustible EVER'. Emergency ENCL. Enclosure 0 C On center ENT. Entrance 0 D Outside Diameter ENV Environment 0 F G I Owner furnished E P. Electrical Panel contractor installed EQ. Equal 0 F. 0. I. Owner furnished EQUIP. Equipment owner installed EXAM ExaminoLon OBSC Obscure EXH Exhaust OFF Office EXP Expcnsion OPNG Opening EXIST. Existing OPP Opposite EXT. Exterior G F D Floor Crain P S F Pounds per square foot F. F. Finish floor PC Piece F. G Fuel gas PER Perimeter F. H Flat head PERP. Perpendicular H. C Fire hose cabinet PL PIGte or Property lineF F. 0. Face of P-LAM Plastic laminate FDN Foundation PLAS. Plaster FE. Fire extinguisher PLBC Plumbing PLX-GL. Plexi gloss FED. Federal PLYWD. Plywood FIN Finish PNL Panel FIR Floor PR. Pair FLUOR. Fluorescent PREP. Preparation FP. Fire proofing PRTN Partition F Frame PT Point FTG. Footing FUR Furring 0 T Quarry life F FXD. Fixed FXT Fixture R Riser G. Gas R A Return air G. S. Grab bar R D Roof drain G. C General Contractor R H Right hand G. I Galvanized Iron R. 0 Right opening GIB Gypsum all board R R Roof rafter GA Gauge E - COLUMN LINE Al DRAWING NUMBER BUILDING SECTION REFERENCE A-5.1 SHEET NUMBER Ai DRAWING NUMBER WALL SECTION REFERENCE . A-5.2 SHEET NUMBER D At DRAWING NUMBER EXTERIOR ELEVATION REFERENCE A-5 SHEET NUMBER A At DRAWING NUMBER 0 A-7 B SHEET NUMBER INTERIOR ELEVATION REFERENCE 0 Al DRAWING NUMBER C DETAIL REFERENCE ... ... A 8 SHEET NUMBER ROOM NAME ROOM IDENTIFICATION Flo, DOOR REFERENCE.._ O A WINDOW REFERENCE........ .. . ..... .. O B KEYNOTE REFERENCE ..... .. ... ........ 27 FINISH REFERENCE ..... ...... F-1 EQUIPMENT REFERENCE. O SPECIFICATION REFERENCE. . ... .. .... 03515 a A EVISION MARK ......... ............ ... Al CUT LINE ... . ...... 1 2 3 1 4 TITLE DWG 11-24-97 5.25 PM MISC/DRAWINGS/NAC/... .r, 5 BUILDING USE ORIGINAL CONSTRUCTION DATE PROJECT DESCRIPTION PROJECT SQUARE FOOTAGE CODES OCCUPANCY GROUP PER UBC TABLE 3-A CONSTRUCTION TYPE BASIC ALLOWABLE AREA PER UBC TABLE 5-8 TOTAL ALLOWABLE AREA PER UBC 505.2 MAXIMUM HEIGHT / 7 AQUATIC CENTER 1987 EXPANSION OF EXISTING BUILDING FOR ADDITIONAL BOAT STORAGE, BOAT REPAIR BAY, EXERCISE ROOM AND ADMINISTRATIVE SUPPORT EXISTING BUILDING 8,170 SF EXPANSION 9,982 SF TOTAL 18,152 SF 1994 UBC AND 1995 CALIFORNIA AMENDMENTS ( 1995 CALIFORNIA BUILDING CODE, PART 2, TITLE 24, CCR ) TYPES OF CONSTRUCTION / FIRE RESISTANCE PER UBC TABLE 6-A 1993 NEC AND 1995 CALIFORNIA AMENDMENTS OCCUPANT LOAD ( 1995 CALIFORNIA ELECTRICAL CODE - PART 3, TITLE 24, CCR ) PER UBC TABLE 10-A 1994 UMC AND 1995 CALIFORNIA AMENDMENTS ( 1995 CALIFORNIA MECHANICAL CODE - PART 4, TITLE 24, CCR ) 1994 UPC AND 1995 CALIFORNIA AMENDMENTS ( 1995 CALIFORNIA PLUMBING CODE - PART 5, TITLE 24, CCR ) EXIT 1994 UFC AND 1995 CALIFORNIA AMENDMENTS REQUIREMENTS ( 1995 CALIFORNIA FIRE CODE - PART 9, TITLE 24, CCR ) PER UBC 1003.2 1994 BUILDING STANDARDS CODE ( 1992 CALIFORNIA REFERENCED STANDARDS - PART 12, TITLE 24, CCR ) TITLE 19, CCR, PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS B PARKING REQUIREMENTS TYPE III - NONRATED FULLY SPRINKLERED 12,000 SF UNLIMITED AREA [SEPARATION ON ALL SIDES OF NOT LESS THAN 60 FEET AND FULLY SPRINKLERED] 20'-0" 10 .,,ae47q'�NI CONSTRUCTION TYPE TYPE III - N BUILDING ELEMENT FIRE RESISTANCE EXTERIOR BEARING WALLS 4 HR UBC 604.3.1) INTERIOR BEARING WALLS N EXTERIOR NONBEARING WALLS 4 HR UBC 604.3.1 STRUCTURAL FRAME N PARTITONS - PERMANENT N SHAFT ENCLOSURES 1 HR FLOORS-CEILINGS/FLOORS N ROOFS-CEILINGS/ROOFS N EXTERIOR DOORS / WINDOWS UBC 604.3.2 & TABLE 5-A AREA SF / FACTOR = OCCUPANT LOAD 2 EXITS IF OVER FIRST FLOOR 18.000 100 180 50 OCC. TOTAL 180 DOORS PER UBC 1003.2 NO. OF TOTAL AREA OCC / REQUIRED x 0.2 INCHES EXITS REQUIRED FIRST FLOOR ISO 2 0.2 18 MINIMUM WIDTH REQUIRED BY UBC 1004.6 = 36 INCHES PARKING PROVIDED EXISTING STANDARD 61 STALLS EXISTING ACCESSIBLE 3 STALLS ADDITIONAL STANDARD 19 STALLS ADDITIONAL ACCESSIBLE 0 STALLS TOTAL 83 STALLS 5 1 6 1 7 1 8 1 9 1 10 PROJECT LOCATION 11 12 13 T-1 TITLE SHEET CIVIL C-1 TITLE SHEET/GRADING SHEET ARCHITECTURAL A-0.2 SCHEDULES A-1.1 SITE PLAN A-2 FLOOR PLAN A-3 REFLECTED CEILING PLAN A-4 ROOF PLAN A-5 EXTERIOR ELEVATIONS A-8 DETAILS A-8.1 DETAILS A-8.2 DETAILS STRUCTURAL S-0 STRUCTURAL NOTES S-1 TYPICAL STRUCTURAL DETAILS S-2 FOUNDATION PLAN S-3 ROOF FRAMING PLAN S-4 STRUCTURAL DETAILS S-5 STRUCTURAL DETAILS S-6 STRUCTURAL DETAILS 14 .•' n., 7�• a /.. ,., /.,. .,. FA& AIL_ 15 16 17 PROJECT ADDRESS NEWPORT AQUATIC CENTER ONE WHITECLIFFS DRIVE (714) 646-7725 NEWPORT BEACH, CA 92663 (714) 574-1339 FAX BUILDING OWNER GOVERNING BODY OF ONE WHITECLIFFS DRIVE (714) 646-7725 NEWPORT AQUATICS CENTER NEWPORT BEACH, CA 92663 CONTACT: DAVID A. GRANT, PRESIDENT LEGAL DESCRIPTION NORTH STAR BEACH, PARCELS 101 AND 102 OF RIGHT OF WAY MAP No. HA 55A-1, ORANGE COUNTY ENVIRONMENTAL AGENCY ARCHITECT TAYLOR & ASSOCIATES ARCHITECTS 2220 UNIVERSITY DRIVE (714) 574-1325 NEWPORT BEACH, CA 92660 (714) 574-1339 FAX STRUCTURAL ENGINEER .. TAYLOR & ASSOCIATES ARCHITECTS 2220 UNIVERSITY DRIVE (714) 574-1325 NEWPORT BEACH, CA 92660 (714) 574-1339 FAX CIVIL ENGINEER .. WAGNER PACIFIC INCORPORATED 201 EAST YORBA LINDA BLVD (714) 993-4500 CONTACT: DANA HALLADAY PLACENTIA, CA 92870-3418 12 13 w 14 15 16 17 TAYLOR & ASSOCIATES 2220 UNIVERSITY DRIVE, SUITE 200 NEWPORT BEACH, CALIFORNIA 92660 w 714.574.1325 FAX 714.574.1338 ARCHITECTURE AND INTERIOR DESIGN DR ARC * LC-1) 102 SFN 3 cl Q FOF C0,73 CONSULTANT: J L F E HD W UZ 00 Z O� SHEET TITLE: IE'S CC= 0 OW TITLE SHEET o Zit REVISIONS/SUBMITT DATE: PROJECT NUMBER: 1280.00 �C Q C PROJECT ARCHITECT: -9, F� N� N. RINELLA �l�ln CIDO� DRAWN BY: WE �C�?J2 ��j �So t Coast IIistrl A(6�TTAL DATE E �� VED SUED arm t No. ISSUED FOR CONSTRUCTION: AGENCY APPROVALS:ECTIVE scALE: E"t if`a SHEET W-MCER: E E - il. � A FEB 7 i1999TIIII4' COMAD PARTx:E:"I C- EVELOPf,,Lr; PROJECT: NEWPORT AQUATIC CENTER ONE WHITECLIFFS DRIVE, NEWPORT BEACH, CA 92663 PHASE II EXPANSION 1 12 1 3 GENERAL R 1. ALL WORK SHALL CONFORM TO CHAPTER 15 OF THE NEWPORT BEACH MUNICIPAL CODE (NBMC), THE PROJECT SOILS REPORT AND SPECIAL REQUIREMENTS OF THE PERMIT. 2 DUST SHALL BE CONTROLLED BY WATERING AND/OR DUST PALLIATIVE. 3. SANITARY FACILITIES SHAH BE MAINTAINED ON THE SITE DURING THE CONSTRUCTION PERIOD. 4. WORK HOURS ARE UNITED FROM 7.00 AN TO 6:30 AM MONDAY THROUGH FRIDAY; 8:00 AM TO 6:00 PM SATURDAYS; AND 10:00 AM TO 6:DO PM SUNDAYS AND HOLIDAYS PER SECTION 10-28 OF THE NBMC. 5. NOISE, EXCAVATION, DELIVERY AND REMOVAL SHAH BE CONTROLLED PER SECTION 10-28 Q OF THE NBMC. 6. THE STAMPED SET OF APPROVED PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. 7. PERNITTEE AND CONTRACTOR ARE RESPONSIBLE FOR LOCATING AND PROTECTING UTTUDES. 8. APPROVED DRAINAGE PROVISIONS AND PROTECTIVE MEASURES MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING OPERATION. 9. CESSPOOLS AND SEPTIC TANKS SHALL BE ABANDONED IN COMPLIANCE WITH THE UNIFORM PLUMBING CODE AND APPROVED BY THE BUILDING OFFICIAL 10. HAUL ROUTES FOR IMPORT OR EXPORT OF MATERIALS SHALL BE APPROVED BY THE CITY P TRAFFIC ENGINEER AND PROCEDURES SHALL CONFORM WITH CHAPTER 15 OF THE NBMC. e 11. POSITIVE DRAINAGE SHALL BE MAINTAINED AWAY FROM ALL BUILDING AND SLOPE AREAS. 12. FAILURE TO REQUEST INSPECTIONS AND/OR HAVE REMOVABLE EROSION CONTROL DEVICES t ON SITE AT THE APPROPRIATE TIMES SHALL RESULT IN FORFEITURE OF THE CONSTRUCTION SITE CLEANUP DEPOSIT. 11 ALL PLASTIC DRAINAGE PIPE SHALL CONSIST OF PVC OR ABS PLASTIC AND EITHER ASTM 2751, ASTM D1527, ASTM D3034 OR ASTM D1785. EROSION CONTROL N 1. TEMPORARY EROSION CONTROL PLANS ARE REQUIRED FROM OCTOBER 15 TO MAY 15. 2 EROSION CONTROL DEVICES SHALL BE AVAILABLE ON SITE BETWEEN OCTOBER 15 AND MAY 15. 3. BETWEEN OCTOBER 15 AND NAY 15, EROSION CONTROL MEASURES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHENEVER THE FIVE-DAY PROBABILITY OF RAIN EXCEEDS 30 PERCENT. DURING THE REMAINDER OF THE YEAR, THEY SHALL BE IN PLACE AT THE END OF THE WORKING DAY WHENEVER THE DAILY RAINFALL PROBABILITY EXCEEDS 50 PERCENT. 4. LANDSCAPING PLANS SHALL BE SUBMITTED FOR APPROVAL, WORK COMPLETED AND A M CERTIFICATE OF CONFORMANCE RECEIVED BY THE CITY GRADING ENGINEER PRIOR TO CLOSURE OF PERMIT, UNLESS WAIVED BY THE CITY GRADING ENGINEER 5, TEMPORARY DESILTING BASINS, WHEN REQUIRED, SHALL BE INSTALLED AND MAINTAINED FOR THE DURATION OF THE PROJECT. REQUIRED INSPECTIONS 1. A PRE -GRADING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF GRADING WITH THE FOLLOWING PEOPLE PRESENT: OMER, GRADING CONTRACTOR, DESIGN CIVIL ENGINEER, GEOLOGIST, CITY GRADING ENGINEER OR THEIR REPRESENTATIVES. REQUIRED FIELD INSPECTIONS WILL BE OUTLINED AT THE MEETING. L 2 A PRE -PAVING MEETING SHALL BE SCHEiDULED 48 HOURS PRIOR TO START OF THE SUB - GRADE PREPARATION FOR THE PAVING WITH THE FOLLOWING PEOPLE PRESENT: OWNER, PAVING CONTRACTOR, DESIGN CIVIL ENGINEER, SOILS ENGINEER, CITY GRADING ENGINEER OR THEIR REPRESENTATIVES REQUIRED FIELD INSPECTIONS WALL BE OUTLINED AT THE MEETING. GRADING FILLS/CUTS 1. GRADED SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, EXCEPT DURING CONSTRUCTION OF TEMPORARY ROUGH GRADED SLOPES. K 2 FILL SLOPES SHALL BE COMPACTED TO NO LESS THAN 90 PERCENT RELATIVE COMPAC1ON OUT TO THE FINISHED SURFACE. 3, ALL FILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90 PERCENT RELATIVE COMPACTION AS DETERMINED BY ASTM TEST METHOD 1557, AND APPROVED BY THE SOILS ENGINEER. COMPACTION TESTS SHALL BE PERFORMED APPROXIMATELY EVERY TWO FEET IN VERTICAL HEIGHT AND OF SUFFICIENT QUANTITY TO ATTEST TO THE OVERALL COMPACTION EFFORT APPLIED TO THE FILL AREAS 4. AREAS TO RECEIVE FILL SHALL BE CLEARED OF All VEGETATION AND DEBRIS, SCARIFIED AND APPROVED BY THE SOILS ENGINEER PRIOR TO PLACING OF THE FILL 5. FILLS SHALL BE KEYED OR BENCHED INTO COMPETENT MATERIAL J 6. ALL EXISTING FILLS SHALL BE APPROVED BY THE SOILS ENGINEER OR REMOVED BEFORE ANY ADDITIONAL FILLS ARE ADDED. 7. ANY EXISTING IRRIGATION LINES AND CISTERNS SHALL BE REMOVED, OR CRUSHED IN PLACE AND BACKFLLED, AS SUPERVISED BY THE SOILS ENGINEER. 8. THE ENGINEERING GEOLOGIST AND SOILS ENGINEER SHAM, AFTER CLEARING AND PRIOR TO THE PLACENENT OF FILL IN CANYONS, INSPECT EACH CANYON FOR AREAS OF ADVERSE STABILITY AND DETERMINE THE PRESENCE OF, OR POSSIBILITY OF FUTURE ACCUMULATION OF, SUBSURFACE WATER OR SPRING FLOW. IF NEEDED, DRAINS WiLL BE DESIGNED AND CONSTRUCTED PRIOR TO THE PLACEMENT OF FILL IN EACH RESPECTIVE CANYON. H 9. THE EXACT LOCATION OF THE SUBDRAINS SHALL BE SURVEYED IN THE FIELD FOR LINE AND GRADE 10. ALL TRENCH BACKFLLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90 PERCENT RELATIVE COMPACTION, AND APPROVED BY THE SOILS ENGINEER. THE BUILDING DEPARTMENT MAY REWIRE CORING OF CONCRETE FLAT WORK PLACED OVER UNTESTED BACIffiLLS TO FACILITATE TESTING. 11. THE STOCKPILING OF EXCESS MATERIAL SHALL BE APPROVED BY THE CITY GRADING ENGINEER. 12 LANDSCAPING OF ALL SLOPES AND PADS SHALL BE IN ACCORDANCE WITH CHAPTER 15 OF G THE NBNC. 13, ALL CUT SLOPES SHALL BE INVESTIGATED BOTH DURING AND AFTER GRADING BY AN ENGINEERING GEOLOGIST TO DETERMINE IF ANY STABILITY PROBLEM EXISTS. SHOULD EXCAVATION DISCLOSE ANY GEOLOGICAL HAZARDS OR POTENTIAL GEOLOGICAL HAZARDS, THE ENGINEERING GEOLOGIST SHALL RECOMMEND AND SUBMIT NECESSARY TREATMENT TO THE CITY GRADING ENGINEER FOR APPROVAL 14. WHERE SUPPORT OR BUTTRESSING OF CUT AND NATURAL SLOPES IS DETERMINED TO BE NECESSARY BY THE ENGINEERING GEOLOGIST AND SOILS ENGINEER, THE SOILS ENGINEER WILL OBTAIN APPROVAL OF DESIGN, LOCATION AND CALCULATIONS FROM THE CITY GRADING ENGINEER PRIOR TO CONSTRUCTION. 15. THE ENGINEERING GEOLOGIST AND SOILS ENGINEER SHALL INSPECT AND TEST THE CONSTRUCTION OF ALL BUTTRESS FILLS AND ATTEST TO THE STABILITY OF THE SLOPE AND IFADJACENT STRUCTURES UPON COMPLETION. 16. WHEN CUT PADS ARE BROUGHT TO NEAR GRADE THE ENGINEERING GEOLOGIST SHALL DETERMINE IF THE BEDROCK IS EXTENSIVELY FRACTURED OR FAULTED AND WILL READILY TRANSMIT WATER. IF CONSIDERED NECESSARY BY THE ENGINEERING GEOLOGIST AND SOILS ENGINEER, A COMPACTED FILL BLANKET WILL BE PLACED. 17. THE ENGINEERING GEOLOGIST SHALL PERFORM PERIODIC INSPECTIONS DURING GRADING. 18. NOTIFICATION OF NONCOMPLIANCE: IF, IN THE COURSE OF FULFILLING THEIR RESPONSIBILITY, THE CIML ENGINEER, THE SOILS ENGINEER, THE ENGINEERING GEOLOGIST OR THE TESTING AGENCY FINDS THAT THE WORK IS NOT BUNG DONE IN E CONFORMANCE WITH THE APPROVED GRADING PLANS, THE DISCREPANCIES SHALL BE REPORTED IMMEDIATELY IN WRITING TO THE PERSON IN CHARGE OF THE GRADING WORK AND TO THE OTY GRADING ENGINEER. RECOMMENDATIONS FOR CORRECTIVE MEASURES, IF NECESSARY, SHALL BE SUBMITTED TO THE CITY GRADING ENGINEERING FOR APPROVAL DOCUMENTATION 1. AN AS -BUILT GRADING PLAN SHALL BE PREPARED BY THE CIVIL ENGINEER INCLUDING ORIGINAL GROUND SURFACE ELEVATIONS, AS -GRADED GROUND SURFACE ELEVATIONS, LOT DRAINAGE PATTERNS AND LOCATIONS, AND ELEVATIONS OF ALL SURFACE AND SUB -SURFACE DRAINAGE FACILITIES. HE SHALL PROVIDE WRITTEN APPROVAL THAT THE WORK WAS DONE IN ACCORDANCE WITH THE FINAL APPROVED GRADING PLAN AND STATE THE NUMBER OF D YARDS OF CUT AND/OR FILL MOVED WRING THE OPERATION. 2 A SOILS GRADING REPORT PREPARED BY THE SOILS ENGINEER, INCLUDING LOCATIONS AND ELEVATIONS OF FIELD DENSITY TESTS, SUMMARIES OF FIELD AND LABORATORY RESULTS AND OTHER SUBSTANTIATED DATA AND COMMENTS ON ANY CHANGES MADE DURING GRADING AND THEIR EFFECT ON THE RECOMMENDATIONS MADE IN THE SOILS ENGINEERING INVESTIGATION REPORT. HE SHALL PROVIDE WRITTEN APPROVAL AS TO THE ADEQUACY OF THE SITE FOR THE INTENDED USE AND COMPLETION OF WORK IN ACCORDANCE WITH THE NBMC. 3. A GEOLOGIC GRADING REPORT PREPARED BY THE ENGINEERING GEOLOGIST, INCLUDING A FINAL DESCRIPTION OF THE GEOLOGY W THE SITE, INCLUDING ANY NEW INFORMATION G DISCLOSED DURING THE GRADING AND THE EFFECT OF SAME ON RECOMMENDATIONS INCORPORATED IN THE APPROVED GRADING PLAN HE SHALL PROVIDE WRITTEN APPROVAL AS TO THE ADEQUACY OF THE SITE FOR THE LNTENDED USE AS AFFECTED BY GEOLOGIC FACTORS PRIVATE ENGINEER'S NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE CONTRACTOR IS REWIRED TO TAKE ALL PRECAUTIONARY MEASURES M B PROTECT THE UTILITIES SHOWN, AND/OR ANY OTHER LINES OR STRUCTURES NOT SHOWN ON PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO, THESE LINES OR STRUCTURES CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REWIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REWIREFJENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE UNITED TO NORMAL WORKING HOURS AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND INDEMNIFY AND HOD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON A THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL PLOT DATE: 1 2 3 11/21/97 5680697\C-1.DWG 4 19 12 77 LEGEND - S - EX.SEWER LINE - W - EX.WATER LINE _SD - EX. STORM DRAIN LINE m CMU SCREEN WALL STORM DRMN LINE -Z- WITH DIRECDON OF FLOW CO SEWER CLEAN -OUT SWALE HIGH POINT ELEVATION HP GRADED SCALE 0 1.0% MIN -- - - -- - -- SANCUT FF=777.00 FINISH FLOOR ELEVATION P=776.00 PAD ELEVATION x 624 AERIAL TOPOGRAPHIC ELEVATION -625 EXISTING TOPOGRAPHIC CONTOUR - - - - PROPERTY UNE / BOUNDARY UNE -z-x-x-x- CHAIN LINK FENCE R FH FIRE HYDRANT ® WV WATER VALVE j( STREET LIGHT AC ASPHALT CONCRETE EP EDGE OF AC PAVEMENT PCC CONCRETE SMH SEWER MANHOLE FS FINISH SURFACE FL FLOWUNE OF GRADED SWALE INV INVERT ELEVATION OF PIPE FG FINISHED GRADE G8 GRADE BREAK TC TOP OF CURB OF CURB FACE FF FINISH FLOOR TG TOP OF GRATE INV INVERT LF LINEAR FEET TB TOP OF BERM 4 1 5 G FI I Ao _W, M N I (13.15 RIM) ((anAINV) INLET 0 INV) OUTLET 1/8'W x 1'D SAW0JT JOINT, PATTERN TO MATCH EXISTING 6x6-W1.4014 WA �- CLASS I AGGREGATE BASE D REINFORCED PCCPAVEMENTDETAIL 0 10 D C� LI FORS sr\ CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT C1 90*0000 0 7.85 5.00 C2 90*00,00" t35.00' 31.77' 17.01 C3 180'00'00" 0 6,28' - C4 180100'00" 1.93' 6.06' 4061.42' 11 12 It NOTE: DURING OVEREXCAVATiON AND REMAPACTiON, CONTRACTOR IS TO PROTECT EXISTING 18' RCP IN PLACE \1a 9 e 13 14 15 16 CONSTRUCTION NOTES & ESTIMATE OF QUANTITIES ® ITEM AMOUNT UNIT 1 PROTECT IN PLACE 0 REMOVE EXISTING CHAIN LINK FENCE 72 LF 3O REMOVE EXISTING PCC/AC PAVEMENT 3500 SF ® REMOVE EXISTING TREE, SIZE PER PLAN, AND SALVAGE IF POSSIBLE 9 EA 5 SAWCUT EXISTING PCC/AC 325 LF © REMOVE E]STiNG PCC CURB 21 LF 7O REMOVE EXISTING CSP RISER AND 12' ACP CONNECTOR PIPE, MORTAR SOLID 12' OPENING AT JUNCTION STRUCTURE 1 EA eO REMOVE AND SALVAGE EXISTING MONUMENT PLAQUE 1 EA CONSTRUCT 6' TYPE 'A' CURB AND GUTTER PER STD DWG 182-L 417 Lf CONSTRUCT 6" TYPE "B' CURB ONLY PER STD DWG 182-L 318 LFCONSTRUCT R®R4 4' PCC SIDEWALK PER STD DWG 18G L TILT SFCONSTRUCT 2" AC OVER 4' AB (PARKING AREAS)2195 SF CONSTRUCT 3" AC OVER 6' AB (DRIVE AREAS) 9567 SF 15 CONSTRUCT 4' REINFORCED PCC PAVEMENT OVER 6' CLASS I AGGREGATE BASE PER DETAIL N0. 15 HEREON 6065 SF i6 CONSTRUCT TRASH ENCLOSURE PER DETAIL NO. i6 HEREON 1 EA 17 STRIPE PARKING STALLS (3' WHITE STRIPES) 248 LF 18 CONSTRUCT DEEPENED FOOTING SCREEN WALL PER DETAIL NO. 18 HEREON 146 SF ® TAP EXISTING 8' WATER MAIN PER STD DWG 507-L 1 EA 31 CONSTRUCT THRUST BLOCK PER STD DWG 510-L 2 EA 32 INSTALL 6' PVC CLASS 160 WATER MAIN 265 LF 33 INSTALL WET BARREL FIRE HYDRANT PER STD DWG 500-L 1 EA IF ELEV PER PLAN NOTE: m OFFSET WALL TO EDGE OF FOOTING ADJACENT TO CURB TC ELEV 11 PER PLAN 1SOJ 41%E° p CG:i i/A.UM1 D D p p � III -III -III -III p DD , ° -III III III- p p c -III_ p "p D NOTE: PROTECT EXISTING DOCK e n,Asra COS AND RAMP IN PLACE 16 D UC., N 8' CONT. FOOTING ERISTING GROUND LINE (1240) I PROPOSED BUILDING - 2 I 9.00' IT 10.26 4' 4' 10.57 I FF=1240-- - FINISH 1 FS FS TEMP 1 1 CUT PAD=11.7 _ BENCH TILLS 11.53 L TC 11.42 15 TC o 11,57 TC ° TC TEMP 1:1 11.61 TC 5' 6' ATE 11.61 7.2 s 5' InwNUM 11 TC 00 0 5A 12 18 16.70 TIN ( �Ick) LIMIT OF OVEREXCAVATON 10.87 TF' AND RECOMPACTION - 11.79 TC-GB 16 TRASH ENCLOSURE DETAIL SCALE i'=20' U N D E R G R O U N D PREPARED FOR: SERVICE ALERT 00 call: TOLL FREE 1-800-422-4133 E TWO WORKING DAYS " newport aquatic center BEFORE YOU DIG one Ah11R C13f18 drive 11 newport beach, ca 92663 7 1 8 9 ESTIMATED EARTH QUANTITIES EXCAVATION EMBANKMENT RAW 2,783 CY 7 CY OVEREXCAVATION AND RECOMPACTiON 5,692 CY 5,692 CY SUBSIDENCE - 0.25' / FILL - 600 CY SHRINKAGE EMBANKMENT - 1 CY 12.57. & CCMPACTIo N - 811 CY BUILDING FOOTINGS 74 CY - STOCKPILE ON -SITE - 1,438 CY TOTALS 8,549 CY 8,549 CY . PER INFORMATION PROVIDED BY THE SOILS ENGINEER. NOTE: ESTIMATED EARTHWORK QUANTITIES DO NOT ACCOUNT FOR MATERIAL GENERATED FROM BACKFIWNG UTILITY TRENCHES ON THE BUILDING PADS WITH IMPORTED SAND OR BACKFIL MATERIAL 17 i Q QOAX t I 1�WPORT 1 C;2'M REFER TO LOCATION MAP BELOW P VICINITY MAP N I NOT TO SCALE i I M L FIN PORT BEACH LOCATION MAP CONCEPT NO.onfo l is to a!I appl:Gatle planning regulationsNOT To SCALEn effect 0n this daw.Soat1kConat instr3DIL �are rot to be used for construction purposes. Noit will to issued until approval is received from permit 0. the Califorca Coastal Commission. PLANNI"J9 DEPARTMENTZ Hyt By Cqv Date L EMERGENCY TELEPHONE NUMM"T NOTES: AGENCY NUMBER ORCO 6816 OR 6818 WEDGELOCK STANDARD 1. CONCRETE MIX FOR FOOTING TO BE I PART CEMENT TO 2-1/2 SOUTHERN CALIFORNIA GAS COMPANY (714) 634-0251 H PRECISION OR SPUT FACE BLOCK OR 6616 PARTS SAND TO 3-1/2 PARTS GRAVEL WITH A MAXIMUM OF 1-1/2 SOUTHERN CALIFORNIA EDISON COMPANY (714) 895-0221 OR 6618 SLUMP BLOCK. GROUT CELLS WITH GALLONS OF WATER PER SACK.Fc=2000 PSI PACIFIC TELEPHONE COMPANY (714) 551-7736 REINFORCEMENT ONLY. CITY OF NEWPORT BEACH (PUBLIC UTIUTiES) (714) 644-3011 2. CONCRETE BLOCK UNITS SHALL CONFORM TO UBC STANDARD GROUP W CABLE FOR CALIFORNIA (714) 642-3260 NUMBER 21-4. UNDERGROUND SERVICE ALERT (800) 422-4133 Y BARS AT CENTER OF WALL 3. REINIFORCING STEEL TO BE DEFORMED AND CONFORM TO ASTM SPECS. A 615 GRADE 40 OR GRADE 60. �6 STD DUR-O-WALL AT 3 PLACES 4. REBAR SHALL BE CENTERED IN THE CONCRETE BLOCK CELL USE #5 STD FOR SLUMP BLOCK IN WHICH IT IS LOCATED. G 5, CONCRETE BLOCK UNITS ARE TO BE STAGGERED. UNAUTHORIZED CHANGES 8G USES; -- 'X' DOWELS 6. CONCRETE BLOCK UNITS TO HAVE VERTICAL CONTINUITY OF THE ENGINEER PREPARING THESE PLANS WiLL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, B' + 1' - 4' THE CELLS UNOBSTRUCTED. ALL CELLS CONTAINING VERTICAL UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS ALL CHANGES TO THE PLANS 1F ELEV REINFORCING SHALL BE SOLID GROUTED. MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. PER PLAN 7. MORTAR MIX FOR CONCRETE BLDCK TO BE 1 PART CEMENT TO _7_� 1/2 PART LIME TO 4-1/2 PARTS DAMP LOOSE SAND. -III-III 8. GROUT MIX FOR CONCRETE BLOCK WALL TO BE i PART CEMENT II II III= 12 TO 3 PARTS SAND TO WHICH MAY BE ADDED NOT MORE THAN 1/10 NOTICE F PART LIME. SUFFICIENT WATER TO BE ADDED TO PRODUCE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL CONSISTENCY FOR POURING WITHOUT SEGREGATION OF THE DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK, CONSTITUENTS. THE GROUT MAY CONTAIN 2 PARTS PEA GRAVEL, MAXIMUM SIZE OF 3/8'. 4' HORIZONTAL CONE 9. BLOCK FENCE MAY BE PLACED TO EITHER EDGE OF '1' TYPE OF FOUNDTTON. 10. FIRST INSPECTION TO BE AFTER TRENCHES ARE READY FOR CONCRETE AND ALL REQUIRED STEEL IS TIED IN PLACE. SECOND INSPECTION TO BE WHEN THE REQUIRED VERTICAL STEEL IS IN PLACE AND THE WALL IS READY TO GROUT. 11. FOUNDATION MUST BE POURED AGAINST UNDISTURBED SOIL WITH NO APPRECIABLE SLOPE OF SIDE WALLS ON ALL FOUNDATION TYPES CONSULTANT: Wagner Pacific , " e o " , • p . , • p CIVIL EN 01 NE E R 5 E C S 0 R V E Yr0 R S a 201 E. YORBA LINDA BLVD. PLACENTIA, CA. 92870-3418 ,714 993 4500 DANA•S. HALLADAY RCE NO. $751 DATE 12. HALF STRESSES ARE USED IN CALCULATIONS, CONSIDERING 1500 PSI MASONRY UNITS (NO SPECIAL INSPECTION). PROJECT: NEWPORT AQUATIC CENTER D ONE WME CLIFFS DRIVE, NEWW EACH CAUM NIA 92663 PHASE II EXPANSION DESIGN CRITERIA SHEET TITLE: U 0 C TITLE SHEET/GRADING SHEET REVISIONS/SUBMITTALS: DATE: 56806NUMBER: 1397 PROJECT MANAGER: DSH DRAWN BY: CGR SECTION AA•A" DEEPENED FOOTING SCREEN WALL 5 AGENCY SUBMITTAL DATE 18 �outn Co8st A 0,D IYistric B t Qa+• 7.a ' tSSUED FOR BIDS: NOT TO SCALE NOT TO SCALE �rLDl L •M0. ISSUED FOR CONSTRUCTION: ARCHITECT: GEOLOGIC/SOIL ENGINEERS: SOILS REPORT: BENCHMARK: AGENCY APPROVALS: - 1-•y,,,., SCALE: TJF 'T E 7"=40' T/�Y LO R & HLA PROJECT N0. 38223 1 OCS BM NB6-14-70 - - HARDINC LAWSON LOCATED IN THE SOUTHEAST PART OF THE INTERSECTION OF SANTIAGO DRIVE AND SHEET NUMBER: ASSOCIATES ASSOCIATES DATED MAY 19, 1997 NOTTiNGHAM ROAD; 32.5 FEET SOUTHWEST OF THE CENTERUNE OF NOTTINGHAM, THIS GRADING PLAN HAS BEEN PREPARED IN CONFORMANCE WITH THE 21.3 FEET SOUTHEAST OF THE CENTERUNE OF SANTIAGO,IN THE TOP OF THE A 2220 UNIVERSITY DRIVE, SUITE 200 30 CORPORATE PARK, SUITE 400 RECOMMENDATIONS AS OUTLINED IN THE SOILS REPORT AS TITLED AND SOUTHWEST CORNER OF A 5.3 BY 5.3 FOOT CONCRETE BASE OF AN EDISON -1 NEWPORT BEACH, CALIFORNIA 92660 IRViNE, CA 92606 DATED ABOVE. THIS SOILS REPORT SHALL BE CONSIDERED A PART OF MANHOLE, LEVEL WITH THE SIDEWALK. ° 714.574.1325 FAX 714.574.1338 (714) 260-1800 THIS PLAN AND ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE ADJ. 1976 ARCHITECTURE AND INTERIOR DESIGN SAID REPORT. ELEVATION 67.933 FT 10 11 12 13 14 1 15 1 16 17 OAREXCAVATION UNITS SHOWN ON PLAN WIND CONDITION (SPECIFIED BY B DIMENSION 'X" BAR 'Y" BAR BUILDING OFFICIALS) l'-6' FOR 70 B '4 0 48' OC "4 0 48" OC 04 70 OR 80 MPH OR '4 0 45" OR 0 45' EXPOSURE B OC W/18" OC W/18' 1'-10' FOR 80 B LONG BLOCKS LONG BLOCKS '4 0 40' OC "4 0 40" OC 70 MPH 2 - 0" OR '4 0 36' OR '4 0 36' EXPOSURE C OC W/18" OC W/18" LONG BLOCKS LONG BLOCKS '4 0 32' OC '4 0 32" OC 80 MPH 2" 2' OR '4 0 27' OR "4 0 27' EXPOSURE C OC W/18" OC W/18" LONG BLOCKS LONG BLOCKS 1. ALLOWABLE SOIL BEARING PRESSURE = 1500 PSF. 2. ALLOWABLE LATERAL PASSIVE PRESSURE = 150 PCF, 3. CONCRETE/GROUT STRENGTH = 2000 PSI 0 28 DAYS. 4. REINFORCED STEEL = 40 GRADE. 5. SEISMIC ZONE = 4. R 2 3 4 5 6 1 7 1 8 1 9 10 tt 12 13 14 15 16 17 DOOR SCHEDULE WINDOW SCHEDULE EQUIPMENT SCHEDULE DOOR FRAME m REMARKS WINDOW FRAME REMARKS W am j:z LOCATION EQUIPMENT MANUFACTURER MODEL slzE ° _ 3 a �- Qo z w acnl Qz REMARKS W at DoZ o� 02 DOOR SIZE (W X H) DOOR LOCATION w a o 0 ¢ W n 2 Q J Q Q V) Z DETAILS Ld W ^ N ^ C z m ¢ 3 0� 2 W WINDOW (O�EXINFIG) WINDOW LOCATION 3 ow Z a Z j ¢ ¢ x 2 TAILS `W ? z x o x a = U HEAD JAMB THRESH. HEAD JAMB SILL p N M L K J H G F E . 3'-0"x8'-O" LOBBY - 115 A AL PC TG AL PC --A B C D 4'-0"x4'-0" 1'-6"x VARIES 5'-4"x4'-O" SEE PLAN SEE PLAN SEE PLAN SEE PLAN SEE PLAN 1 2 1 3 CG WG CG TG AL HMP AL PC3'-0"x7'-0" Q3'-0"x7'-O" U4PR. MULTI -PURPOSE ROOM - 117 MULTI -PURPOSE ROOM - 117 B B SC SC P P -- -- HM HM P P K14/A-8 K14/A-8 K14/A-8 K14/A-8 -- -- 20 20 PC -- -- -- 20 MIN. AT DOOR 6 AND 9 3'-O"x7'-O" 3'-0"x7'-0" STORAGE - 118 CORRIDOR - 116 B C SC SC P P -- WG HM HM P P K14/A-8 K14/A-8 K14/A-8 K14/A-8 -- -- 20 203'-0"x7'-O" KII/A-8.1 -- -- RATED TROLLDIOWNWDAND OOR (E) STORAGE AREA - 101 C SC P WG HM P N14/A-8 N14/A-8 -- 20 7 3'-O"x7'-O" CORRIDOR - 115 B HM P -- HM P N14/A-8 N14/A-8 D14/A-8 -- 8 3'-0"x7'-O" CORRIDOR - 115 B HM P -- HM P N14/A-8 N14/A-8 D14/A-8 -- 9 3'-0"x7'-O" OFFICE - 114 C SC p WG HM P K14/A-8 K14/A-8 -- 20 10 3'-0"xY-0" MIENS LOCKER ROOM - 103 B SC P -- HM P K14/A-8 K14/A-8 -- 20 11 3'-0"x7'-O" WOMENS LOCKER ROOM - 113 B SC P -- HM P K14/A-8 K14/A-8 -- 20 12 13 3'-0"x7'-O" 3'-O"x7'-0" EXERCISE ROOM - 119 EXERCISE ROOM - 119 B HM P P -- -- HM HM P P N14/A-8 N14/A-8 N14/A-8 N14/A-8 D14/A-8 -- -- -- 14 PR. 3'-0"x7'-2" EXERCISE ROOM - 119 *DSTL P -- HM P N14/A-8 N14/A-8 -- -- 15 10'-0"x BOAT REPAIR BAY - 120 P I G11/A-8 Dll/A-8 -- -- ROLL -UP DOOR 16 3'-0"x7'-0" STORAGE - 121 B HM P -- HM P N14/A-8 N14/A-8 G14/A-8 -- 17 18 12'-0"xl2'-O" 3'-0"x7'-O" STORAGE - 121 STORAGE - 121 D B STL HM P P -- -- HM P G11/A-8 N14/A-8 D11/A-8 N14/A-8 All/A-8 G14/A-8 -- -- ROLL —UP DOOR 19 12'-0"x12'-0" STORAGE - 121 D STL P -- GII/A-8 D11/A-8 All/A-8 -- ROLL —UP DOOR I EQUIPMENT LEGEND SYMBOLS EQUIPMENT NOTES EQUIPMENT NUMBER A FURNISHED BY CONTRACTOR, INSTALLED BY CONTRACTOR B FURNISHED BY OWNER, INSTALLED BY CONTRACTOR C FURNISHED BY OWNER, INSTALLED BY OWNER D CONTRACTOR PREPARE, VENDOR INSTALL E EXISTINGTOLBE ED RELOCATED F EXISTING TO REMAIN G REMOVE EXISTING J PROVIDE FOR FUTURE EQUIP. GENERAL NOTES 1. REFER TO SPECIFICATION 11000 FOR ADDITIONAL INFORMATION 2. ALL OWNER -FURNISHED EQUIP. MANUFACTURERS, MODEL NUMBERS, AND SIZES IN THIS SCHEDULE ARE BASED ON INFORMATION SUPPLIED TO THE ARCHITECT BY THE OWNER AND ARE SUBJECT TO CHANGE. VERIFY ALL EQUIP. SPECIFICATIONS WITH THE OWNER PRIOR TO CONSTRUCTION. 3. VERIFY ALL REQUIREMENTS FOR CONTRACTOR PREPPED/VENDOR INSTALLED ITEMS WITH EQUIPMENT 4. RECIEVE T DOCUME DOCUMENT, INSPECT, SCHEDULE AND INSTALL ALL ITEMS NOTED AS FURNISHED BY OWNER AND INSTALLED BY CONTRACTOR. I FINISH SCHEDULE I w a Ocz ROOM DESCRIPTION o w CO �U 3 WALLS NORTH EAST SOUTH WEST jl it CD 1 III REMARKS (REFER TO REFLECTED CEILING PLAN) �I I i I DOOR LEGEND WINDOW LEGEND AL oatzo ALUMINUM STL osaoo STEEL AM oaaso AUTOMATIC ENTRANCE DOOR T caeoo TEMPERED CG Daeoo CLEAR GLASS TG Daeoo TEMPERED GLASS FRATED GLASS Daeoo WG osaoo WIRE GLASS HIM oauo HOLLOW METAL (E) EXISTING KID oauo STEEL DRYWALL FRAME PC PRE -APPLIED COATING p o990o PAINT SC SOLID CORE PL OBzis PLASTIC LAMINATE � I � I o852o AL ALUMINUM FRAME CG oaaoc CLEAR GLASS FG C osaoo FIRE RATED GLASS HM Dattc HOLLOW METAL FRAME I KID Deno STEEL DRYWALL FRAME p o990o PAINT STL 08510 STEEL T o880o TEMPERED TG osaoo TEMPERED GLASS i WD os6to WOOD FRAME WG osaoo WIRE GLASS (E) EXISTING PC PRE -APPLIED COATING '! WINDOW TYPES 5'-0" SCHEDULED DIMENSION 114 -- — OFFICE CP B4 -- GB/P -- -- GB/P j1 -- 115 LOBBY CS 84 -- -- GB/P 116 CORRIDOR CS 64 -- -- -- GB -- --'IFIGFIRE 117 MULTI PURPOSE ROOM II CPI B4 -- GB/P GB/P -- GB/P-- 117 STORAGE CS B4 -- ! GB/P GB/P 119 EXERCISE ROOM -- GB/P -- -- -- — 120 BOAT REPAIR BAY ii CS -- - - i - -I 121 STORAGE AREA �� CS -- -- -- __ __ __ _ - DOOR NOTES 101 (E) STORAGE AREA (E) (E) -- (E) (E) (E) (E) t. REFER TO THE PLANS AND SPECIFICATIONS FOR ADDITIONAL DOOR 6. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND INFORMATION. WHICH ARE IN A PATH OF TRAVEL, SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, BY PANIC BARS, 2. VERIFY THAT ALL DOORS AND DOOR HARDWARE MEET THE PUSH-PULL ACTIVATING BARS OR OTHER HARDWARE DESIGNED TO REQUIREMENTS OF THE CALIFORNIA ADMINISTRATIVE CODE PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP (TITLE 24), AND ALL OTHER GOVERNING CODES AND STANDARDS. THE OPENING HARDWARE PER CALIFORNIA ADMINISTRATIVE CODE, NOTIFY THE ARCHITECT IMMEDIATELY IN CASE OF DISCREPANCY. TITLE 24, SECTION 1004.3 7. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED THE 3. EXIT DOORS: FOLLOWING PER THE REQUIREMENTS OF CALIFORNIA ADMINISTRATIVE CODE, TITLE 24, SECTION 1004.5.1 A. ALL EXIT DOORS SHALL BE OPENABLE FROM INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE. A. INTERIOR DOORS - 5 POUNDS B. ALL DOOR SWINGS SERVING AN OCCUPANT LOAD OF 50 OR B. EXTERIOR DOORS - 8.5 POUNDS GREATER SHALL SWING IN THE DIRECTION OF EXIT. C. FIRE DOORS - 15 POUNDS 4. MOUNT ALL HARDWARE PER LATEST EDITION OF THE GOVERNING CODES. DOORS WITH ASSEMBLY RATING OF 45 MINUTES AND ABOVE 8. SHALL HAVE A NON-COMBUSTIBLE THRESHOLD. 5. ALL GLAZING IN DOORS OR WITHIN FORTY (40") INCHES OF THE LOCKING DEVICE SHALL BE FULLY TEMPERED. I 102 (E) 1 HOUR CORRIDOR CP B4 -- (E) (E) (E) (E) (E) 103 (E) MEN'S LOCKER ROOM (E) (E) -- (E) (E) (E) (E) ;; (E) j 104 (E) MEN (E (E) -- GB GB GB GB/P (E) j 105 E) MEWS SHOWER ( (E) (E) I -- (E) (E) (E) (E) :; (E) 4 106 (E) JANITOR (E) (E) -- (E) (E) (E) (E) (E) j 107 (E) EQUIPMENT ROOM (E) (E) -- (E) (E) (E) (E) it (E) 108 (E) WOMEN'S PUBLIC RESTROOM (E) (E) -- (E) (E) E) E) (E) 109 MEWS E MEWS PUBLIC RESTROOM E E -- E E E I E (E 109 (E) WOMEN'S SHOWER (E) (E) -- (E) (E) (E) I (E) (E) 111 (E) WOMEN (E) (E) -- GB/P GB B GB GB G B/ P (E) B/ 112 (E) JANITOR (1) (E), -- (E) ( (E) 113 (E) WOMEN'S LOCKER ROOM (E) (E) -- (E) (E) (E) (E) (E) — - — tl I DOOR TYPES I -- REFER TO PLAN EQ. SCHED. DIM. I EQ. SCHED. SCHED. I DIM. DIM. FINISH NOTES -- - -- D 1/4 o// 2 -0 6" , -��- 0 i a o O � 0 0 / p w J W W FINISH LEGEND I ^ C9130 AC 090 ACOUSTICAL CEILING PR o90 PLASTER - PAINTED C p O O O I AF to27o ACCESS FLOORING PS o920o PLASTER - INTEGRAL COLOR SCHEDULED O AP o952o ACOUSTICAL WALL PANEL RC 09665 RESILIENT SHEET FLOORING - COVED DIMENSION \ M B4 09678 4" RESILIENT BASE RS 09665 RESILIENT SHEET FLOORING B6 09678 6" RESILIENT BASE RT 09665 RESILIENT TILE FLOORING - \ C 03300 CONCRETE - EXPOSED SF o9aso STONE FACING CP a96so CARPET SP o6zoo SOLID POLYMER 1'_6' CS c33oo CONCRETE WITH SEALER ST o960o STONE FLOORING CT C9310 CERAMIC TILE TR osaoo TERRAZZO B Co CW ca9oo GLAZED CURTAIN WALL TS otzo TACKABLE SURFACE z 0 —� G o93to GROUT WC o995O WALL COVERING W GB o925o GYPSUM BOARD - PAINTED WCI tozw WALL COVERING - IMPACT RESISTANT o GBL 13090 GYPSUM BOARD - LEAD LINED -PAINTED WD o955o WOOD FLOORING GBS o925o GYPSUM BOARD - SUSPENDED CEILING -PAINTED (E) EXISTING GBW o925o GYPSUM BOARD - WATER RESISTANT -PAINTED (ME) MATCH EXISTING ADJACENT FINISHES GIL 0880o GLASS IS o925o TAPED AND SANDED A LC t3o26 LUMINOUS CEILING N NONE OPASS-THRU LM o9sa5 LINEAR METAL CEILING PC REAPPLIED COATING Op TRANSACTION WINDOW LW c95ae LINEAR WOOD CEILING o990o PAINT pL c62oo PLASTIC LAMINATE 1 2 MI SC/DRAWINGS/N AC/... 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 SCHED.DWG 11-24-97 5.29 PM GENERAL NOTES south Coast D'istriot OYPi0s APMOVED �G � Permit N . Da CITY OF NEWPORT D[ACH APPROVALINCONCEPTNO. 1hls plojCci ''W, Unls to all applicable planning regulations and policies in effect on this dale. T1Dsa {Ilnl a,.r nct lu be usad for construction purposes. No bui6r,l 1 g:r ^It ariil to issiad until approval is received from t,la Oa:i::�r.;;. ^:'^;';;131 COITatission. PI_NI!N;Ni, GOAR MENTBY ?r TAYLOR & ASSOCIATES 2220 UNIVERSITY DRIVE, SUITE 200 NEWPORT BEACH, CALIFORNIA 92660 714.574.1325 FAX 714.574.1338 ARCHITECTURE AND INTERIOR DESIGN SED ARCy�T G �P� R I NFL{ F0� * C=-21102 i 'P a Q F OF Cpt\FO PROJECT: CONSULTANT: NEWPORT AQUATIC CENTER ONE WFI TECLIFFS DRIVE, NEWPORT BEACH, CA 92663 PHASE II EXPANSION SHEET TITLE: SCHEDULES ri C7 [] W M L K J H G, F El D U Up aZ � Z 0 DXX Q W— w DO.. 0= C E ZLL PROJECT NUMBER: 1280.00 PROJECT ARCHITECT: N. RINELLA DRAWN BY: M.Parks AGENCY SUBMITTAL DATE ISSUED FOR BIDS: ISSUED FOR CONSTRUCTION: SCALE: NONE SHEET NUMBER. 10 1 1 12 1.1 14 1, l b 1/ iw W y y* W W W y W GENERAL NOTES I onAD�� R p 0 L A R I H■ 0■ IJ■ ©■ , i� N Jt�� a sz 21 20 13 /D /1 k /� // /3 j,s `l7 1 am 0 t/ c 233ghF 273 K / (E) o \sq am no 7■ -i■ �2. F �O 9 -7 u 2f r--- / 7 7 s6 I , , ------------- N 40-42'44 E 446.29' -------------- N 49.3$,47 £ 25 �- 2.0g• ------------- ACTUAL PROJECT NORTH NORTH 1 2 1 3 1 4 1 5 I 6 1 7 1 8 1Q to II 1 17 1 11 1A tS 19 1 17 M. co KEYNOTES 01 (E) LANDSCAPE PAVERS ❑2 (E) FLAG POLE P 03 (E) CONCRETE BORDER ® (E) PLANTER �5 PLANTER © TRELLIS �7 LANDSCAPE AREA ® CONCRETE WITH BROOM FINISH �9 CONCRETE COLUMN 10 CONCRETE WALK WITH BROOM FINISH N 11 CONCRETE BOLLARD 12 (E) CONCRETE BORDER 13 PAVERS M L M South Coast vistriot otrleft A MOVED Permit No. J BY: M1;CTIVS Dates �— CIiYOP,.cIa�OitT.ZEr+C4 � H APPROVrA l This prc;e,; c7r., ; !;ill gpftable planning regulations en poi; les ins' ct cn this dale. Thcs_ P -..-1:.;i :o be, used for construction purposes. No bu1.S1 :;ni;i approval Is received from the Ct ;i + .- ' ., `.' i':T.ir sion. PI_ANNI^.G G-`0 ^, _iv f Bp Date: G TAYLOR & ASS 2220 UNIVERSITY DRIVE, SUITE 200 NEWPORT BEACH, CALIFORNIA 92660 714.574.1325 FAX 714.574.1338 ARCHITECTURE AND INTERIOR DESIGN CONSULTANT: OCIATES PROJECT: NEWPORT AQUATIC CENTER ONE WHFFECLIFFS DRIVE, NEWPORT BEACH, CA 92663 PHASE II EXPANSION SHEET TITLE: SITE PLAN IAGENCY APPROVALS: L W D z w OZ PO a� v O PROJECT NUMBER: 1280.00 PROJECT ARCHITECT: N. RINELLA DRAWN BY: M.Parks AGENCY SUBMITTAL DATE: B ISSUED FOR BIDS: ISSUED FOR CONSTRUCTION: SCALE: 1,_40,-0• SHEET NUMBER MISC/DRAWINGS/NAC/... SITE.DWG 11-24-97 5:58 PM 1 2 3 4 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1» 10 " R T 2 T T T 6 T T i a1'-a" 6'-0" 21'-4" 27'-4" 19'-4" 9'-4" Q WO EN'S) PUBLIC MEN'S E)PUBL IC ESTROOM RESTR00 108 109 7 A - - - - - - MEN S (E) (E) (E) - - p SHOWER JANITOR MEN WOMEN 105 106 104 111 g - - - - O '-0" 9'-4" o 'a E I • 99•-0" — EO IPME T ODM 9 10 / \ a` / 2'-0" 2'-0' C - - - - - - 3'-4" 4'-0' 5'-4" 5'- 107 q q 0. M.O. N / 4GN 12C a BOAT REPAIR BAY (E) 120 / WOMEN'S 0 0 0 0 0 SHOWER M E JANITOR I 112 I O � Q 8 2x6 FRAMING = __ ________ (E) (THIS PARTITION ONLY) MEN'S WOMEN's EXERCISE LOCKER ROOM LOCKER ROOM ROOM L 103 113 _11 9 G 16'-10" 4'-6" z o a K 10 11 22 H_ _ 7 ----------------- o�J�� ALIGN CORRIDOR CF1161 O 7 ALIGN 14 EQ. I EQ. o A 20'-0" MAX. Ir77= 7�J�1 O (4 } E 15 o 13 6'-4" 6'-8" 10,-0" I - M J �gG OFFICE 16 o STORAGE \�ti a 118 O 2'-0" — I I O a ALIGN 3 24" o O I � 0 o I 1 3 (E) o c o O MULTI -PURPOSE STORAGE A ROOM CORRIDOR AREA STORAGE 117 115 101 F121 3 I _ M _ I F o W I O O °O e ALIGN oIof Gay �* .............. LOBBY E, 15 a v 6'-0" 7'-3" 5'-1" 13'-0" 6'-0" 12 TYP. CUR. E I � ALIGN � I 0 O ao o N I OFFICE B O 114 0 0 4 D 9 0 6 1 TYP. OF 2 6 n n O M E I I I 0-0OA 8 A2 -0" LIG O O O ALIGN 19 17 18 12'-0" 4'-0" 4'" 4'-0" �,4'-O' 3' -4" 2'-0" 8'-0" 12'-0" 16' 0" 12'-0" 3'-4" 3'-4" � M.O. M.O. M.O. I M.O. M.O. M.O. C Al F1 A-8.1 A-8.1 28'-0" 28'-8" 27'-4" 561-8" 141'-4" B II NEW CONSTRUCTION - PHASE II EXISTING CONSTRUCTION - PHASE I NEW CONSTRU TION - PHASE II 1 4 5 7 9 11 A a N7® t � z a R a 7 a C to 1 11 1 19 1 13 14 15 1 16 17 GENERAL NOTES R Q ' 1 P KEYNOTES ❑1 CONCRETE COLUMNS N �2 NOT USED �3 DISPLAY CABINETS. SEE D11/A-8.1 AND G11/A-8.1 ® POSITION DOOR TO AVOID CONFLICT WITH EXISTING ROOF LADDER. ELIMINATE WINDOW © IF REQUIRED TO AVOID CONFLICT WITH LADDER a OS EXISTING LADDER TO ROOF. COORDINATE LOCATION © EXISTING FIRE EXTINGUISHER E7 FRAME AND FINISH OPENING WITH NON -RATED CONSTRUCTION ® PROVIDE HORIZONTAL BACKING ON BOTH SIDES OF WALL FRAMING M 1 EXISTING ROOF LADDER EXISTING CONCRETE COLUMNS South Coast District oPtio® 10 11 CONCRETE BOLLARDS APMOVD 12 EXISTING COLUMNS (NO CHANGE) Permit N , �— _ 13 COLUMN (TYP. OF 3), SEE STRUCTURAL Byr EFFECTIVE FEW /�� Dater 'Kt• G L CITY OF NEWPORT BEACH APPROVAL IN Cfir!;,EPT NO. This prc;0J1 re'1 rmg i all applicable planning regulations 4.is date. I for construction purposes. No zrproval is received from Klol PLANNING 1 Date: LEGEND SYMBOL DESCRIPTION DETAIL EXISTING NON -RATED WOOD STUD WALL EXISTING 1-HOUR RATED WOOD STUD WALL EXISTING 8x8x16 CONCRETE MASONARY UNIT PAINTED NON -RATED WOOD STUD WALL 1-HOUR RATED WOOD STUD WALL FRAMING 8x8xl6 SPLIT FACE CONCRETE MASONARY UNIT WALL. FINISH TO MATCH EXISTING AYLOR & ASS 20 UNIVERSITY DRIVE, SUITE 206 NPORT BEACH, CALIFORNIA 92660 4.574.1325 FAX 714.574.1338 CHITECTURE AND INTERIOR DESIGN D AR \r��SE�Cy�T�� C-21102 I �1 J� � Q q 9FN 3-j`"I lF OF CA�\F�� CONSULTANT: OCInTES PROJECT: NEWPORT AQUATIC CENTER ONE WHffECLIFFS DRIVE, NEWPORT BEACH, CA 926W PHASE II EXPANSION SHEET TITLE: FLOOR PLAN AGENCY APPROVALS: E cc D U Z Q z a fL w IL Oo of = C O_ Z a. PROJECT NUMBER 1280.00 PROJECT ARCHITECT: N. RINELLA DRAWN BY: M. Parks AGENCY SUBMITTAL DATE B ISSUED FOR BIDS: ISSUED FOR CONSTRUCTION: SCALE: 1/8'-1'-0' SHEET NUMBER: A-2 A MISC/DRAWINGS/NAC/... FLOOR.DWG 11-04-97 9 27 AM 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 w 11 12 13 14 15 16 1 17 1V U P N M L 119 J Ill G F E w 11 E ► A 1 MISC/DRAWINGS/NAC/... FLOOR.OWG 11-04-97 9:27 AM VA 5 2 4 5 STORAGE MULTI —PURPOSE ROOM 1�i__ WEER EQUIPMENT MEN'S (E) ROOM SHOWER MEN I I0— -F___l I (E) WOMEN'S PUBLIC RESTROOM 10 (E) MEN'S PUBLIC RESTROOM :z (E) WOMEN'S ILISHOOWER 100 (E) d MEN'S LOCKER ROOM x`o ----------- WOMEN'S LOCKER R00 (E) x,°---------• 1 HOUR --------- CORRIDOR 102 Id ' O ® -- -- El CORRIDOR 115 -- .O (E) 8 (E) ,Z AOa1 1D STORAGE TYP.: AREA 101 o (E) o LOBBY TYP. • 115 3 TYP. O ° ° a. x��o O p 4 0 8 F _T_ r TF 0 •.x0 = x0 p p. - 0 -- / C 0 XOY� . Cam' 2 TYP. \� 11 lz K14 D all BOAT REPAIR BAY EXERCISE ROOM STORAGE 0 16 17 GENERAL NOTES 1. LIGHTING AND POWER PLANS TO BE SUBMITTED BY BUILDER KEYNOTES ❑1 OPEN TO STRUCTURE ABOVE ❑2 3x RAFTERS ❑3 ix TONGUE AND GROOVE ® EXPOSED TRUSS QS CONCRETE COLUMN © SKYLITE F7 LIGHT FIXTURE ® RIDGE BEAM ❑9 (E) ROOF HATCH 10 GYPSUM BOARD SOFFIT AT DISPLAY CASE 11 RATED GYPSUM BOARD CEILING (5/8' TYPE 'X' BOTH SIDE OF FRAMING) 12 SURFACE MOUNTED ROLL —DOWN RATED DOOR, SEE K11/A-8.1 CEILING LEGEND SYMBOL DESCRIPTION CEILING TYPE 0 GYPSUM BOARD CEILING, REFER TO DETAIL 0 2 x 4 SUSPENDED CEILING GRID WITH LAY -IN TILES, REFER TO DETAIL ____ LIGHT FIXTURES -------- South Coast bistrict orfive ----------------- ------------ 7 6 Permit -_ ------------- 89t ------ -- __ -- EXISTING LIGHT FIXTURES EFFECTIVE Date: 1 x 4 RECESSED FLUORESCENT LIGHT FIXTURE 2 x 4 RECESSED FLUORESCENT LIGHT FIXTURE 1 x 4 SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE RECESSED DOWNLIGHT O E-1 2 x 2 SURFACE MOUNTED LIGHT FIXTURE Ci i Y OF NEWPORT BEACH �� —el- APPROVAL !N CO dCEPT NO. 7 Tars irr,;-sct T,anforrns tot applicable planning regulations 2t �r.�Ik:ieC hr eei; cn i. ;Gate. ""' r plW;, arr• riot to be;,; eJ far con.>frJCfion purposes. No a P� c l Y p busl,;i a1 parrtil ar.' i • , is C v==! approval is received from file Ca'if01^i^ ,:G.;;;t�i t,^rrinission. 1'I.ANNING DEPARTMENT TnYLOR & nSSOCInTES 2220 UNIVERSITY DRIVE, SUITE 200 —7 NEWPORT BEACH, CALIFORNIA 92660 714.574.1325 FAX 714.574.1338 ARCHITECTURE AND INTERIOR DESIGN USED ARc CONSULTANT: R I vG P\ NF�`TF�� * ?,C"21102 e Q �FN JJ9 j`,c �N lF OF CA��F�� PROJECT: NEWPORT AQUATIC CENTER ONE WHFTECLIFFS DRIVE, NEWPORT BEACH, CA 92663 Z ILL! UZ PHASE II EXPANSION Q00 o(L SHEET TITLE:Cc F REFLECTED CEILING PLAN co 0 M a REVISIONS/SUBMITTALS: DATE: PROJECT NUMBER: 1280.00 PROJECT ARCHITECT: N. RINELLA DRAWN BY: M. Parka AGENCY SUBMITTAL DATE - ISSUED FOR BIDS: ISSUED FOR CONSTRUCTION: AGENCY APPROVALS: SCALE: 1/8'-T—O' SHEET NUMBER: A-3 3 4 G9 7 [3 17 10 11 1 12 1 13 1 14 15 i RI 01 DI NI <I 31 I 1 71 1 1Z 1 1J 1 I4 T T T T 5 10 T 141'-4"6 T T T 6'-0" 21'-4" 27'-4" 19'-4" 9'-4" I I I I w a • • R.D p R.D o � R.D R.D /71 ® B x,sF4r P `Evlob) E C Z�Q PEF. .FF k\z VN \8/4 C LE } - - 41 141 9 6 o• � �Xbb 0-1 • I • • AG8.1 �• x� l0A R.D LJ B TYP. AFF � I w W R.D 6 1 TYP. A A I d a r w 2 O 00 J W N � 4 W w w a a 0 0 vJi of t4'-O" x 8'-0" T SKYLIGHT RIDGE - - - - - - - - - - - - - - — w w a a 124" Q• 4. 0 o O' �• N N ~ P I b I TOP OF ROOF R.D. MAX. HIGH POINT �4. BEAM BELOW 2' v O b I IJ 1 10 1 I. NEW CONSTRUCTION - PHASE II EXISTING CONSTR CTION - PHASE I NEW CONSTRUCTION - PHASE II 1 4 5 7 9 11 0 1 2 1 3 1 a 1 5 1 a 7 to is is 17 AYLO fl 2220 UNIVERSITY DRIVE, SUITE 200 NEWPORT BEACH, CALIFORNIA 92660 714.574.1325 FAX 714,574.1338 ARCHITECTURE AND INTERIOR DESIGN USED ARCy� \��p\ Rtv TFC'f 1k cL2l'62 Q lF OF CA�\`�� CONSULTANT: OCIA PROJECT: NEWPORT AQUATIC CENTER ONE WHITECLIFFS DRIVE, NEWPORT BEACH, CA 92663 PHASE II EXPANSION SHEET TITLE: ROOF PLAN AGENCY APPROVALS: 2 9 A J H [l ON 411 X i= ¢ l=L W d0 C a Z� PROJECT NUMBER: 1280.00 PROJECT ARCHITECT: N. RINELLA DRAWN BY: AGENCY SUBMITTAL DATE: B ISSUED FOR BIDS: ISSUED FOR CONSTRUCTION: SCALE: 1/8'-T-0' SHEET NUMBER: Rml MISC/DRAWINGS/NAC/... FLOOR.DWG 11-04-97 9 27 AM i I A I z 3 4 5 16 7 8 9 10 - 11 12 13 14 15 16 1 17 R ADDITION ADDITION 3 2 2 5 - i P - \ ADDITION ADDITION I N N1 WEST ELEVATION M 3 7 / u TYP. OF 3 4 i L K ;' I Fl�///7/ I I ADDITIONni^' 9 ve) J J1 SOUTH ELEVATION H r 'r �❑I G Sip 00 �l F] L Gwc, ® ADDITION � ADDITION 'I I E E1 EAST ELEVATION D A4 C4 A7 A-8.1 A-8.1 A-8.1 c B 4 Al NORTH ELEVATION 1 2 3 1 4 1 5 6 1 7 1 8 1 9 1 10 1 11 12 13 1 14 1 15 1 16 1 17 M ISC/DRAWINGS/NAC/... EXTELEV.DWG 11-03-97 5.55 PM GENERAL NOTES KEYNOTES a REVEAL, SMOOTH FACE C.M.U./OFFSET (MATCH EXISTING) ❑2 SHAKE ROOFING (MATCH EXISTING) SKYLITE ® ATTIC ROOF VENT/LOUVER ❑S CONCRETE COLUMN © METAL IMAGES, ANCHOR WITH LAG BOLTS TO TRUSS ❑7 TRELLIS South Coast D'istriat Ottieo APPRovrD Permit tht p 137_ TIVE ate Dates O� Da�%, s S F NEWPOF T BE;1CH . �J � VAl!IVCOilCEPTiJO•��' Z7/D�a dc:Ct conforms tD all a^a° ^able planning regrlalions iic;e3 is ^ . offect on vJS rus,d for cGns1, uCfion purposes. No L " Lg91 z proval isreceivedfrom ',, . ',;�i,,u u;?AR'iMENT yL17 Date: 9 TAYLOR & ASSOCIATES r ;., 2220 UNIVERSITY DRIVE, SUITE 200 NEWPORT BEACH, CALIFORNIA 92660 714.574.1325 FAX 714.574,1338 ARCHITECTURE AND INTERIOR DESIGN ARC y/T CONSULTANT: rt 'NF( e * C?2i1 102 l lFOF CM\X PROJECT: NEWPORT AQUATIC CENTER 13: ONE WHFFECUFFS DRIVE, NEWPORT BEACH, CA 92663 w 0z PHASE it EXPANSION Q SHEET TITLE: UJ EXTERIOR ELEVATIONS W Cfj a a z6- REVISIONS/SUBMITTALS: DATE: PROJECT NUMBER: 1280.00 PROJECT ARCHITECT: N. RINELLA DRAWN BY: M. Parks AGENCY SUBMITTAL. DATE ISSUED FOR BIDS: ISSUED FOR CONSTRUCTION: AGENCY APPROVALS: SCALE: 1/8'-1'-0' SHEET NUMBER: A-5 R P N M L K H G F E D c B A 17 , I I � 13 14 5 6 7 g 9 10 111 12 GENERAL NOTES R ' ONCRETE BLOCK WALL I I i I EALANT < F.. \ I 1 METAL DOOR FRAME 1 I , I N I C.M.U. ANCHOR I I (3 PER SIDE) 1 15/16" 11 11/161 DOOR, --- SEE SCHEDULE I ' I I N1 N4 N7 N11 3"=1'-0" N14 METAL FRAME AT CONCRETE BLOCK WALL -HEAD AND JAM u I' 5/8" GYPSUM BOARD 1 (TYPE 'X' WHERE OCCURS) L. � I .i 2x FRAMING _METAL DCOR FRAME N I I I � I DOOR, .. SEE SCHEDULE K1 K4 K7 Kll K14 3"=1'-0 AND JAMB MED �RAAMEHEAD „a AT FRALL C / DOOR, SEE SCHEDULE INISH FLOOR South comZ / I I I 1 i ALUVAINUM DRIP ITHi VINYL WEATHER STRIP AT BBOTTOM OF DOOR wfR(Tm t?��p{gj.{, ; _ —04000' +/ I NISH suafacE EFFECTIVE Date: � j ' DRUM WHEEL LU RACKET SUPPORTS " i ONCRETE BLOCK WALL <—WIDTi L 3 1/2" x 3 1/2" x 1/4" x OF OPENING y9� ',' �qy�,' �,,,'. ?';vc en P .- OOR GUIDE WITH 3/8" DIA. WELDED STUDS AT EACH END [jr' �' 0. , 1 ' . s �',=;:,.,, L.- , rrs iD a. zan a planning regulations I:Ir (• •'�I Ll'4F: {Ia1 'I.�J VQtV. °d for cc^ss,eGtion purposes. No SEE SCHEDULE n. I L:,,,l Z oval is r2cei"ed from ` ".-:�i Cr-Dmiss10.n.. " G1. G4 G7 G11 31,=11-01, ROLL —UP DOOR — HEAD G14 3"=l'-0" EXTERIOR DOOR SILL PIA .'I r � 1A� NT , - ,� 21 Date: /�/7 �16 WE„� TAYLOR & ASSOCIATES CONCRETE BLOCK WALL OOR x 2220 UNIVERSITY DRIVE, SUITE 200 ROOFING / , NEWPORT BEACH, CALIFORNIA 92660 714.574.1325 FAX 714-574.1338 INTERIOR FINISH WHERE OCCURS ARCHITECTURE AND INTERIOR DESIGN / L TRACK BY DOOR MANUFACTURER SED ARC �`t/TF CONSULTANT: i- —: cl OME VENTILATOR _ �i� SLOPE Cr21 102 IBERCANT ' ROOF OPENING DARK BROROLL-UP NTHRESHOLDE �� ,p� 90, 9TF JZE DOOR, SEE SCHEDULE ALUMNUM SET IN SEALANT OF Cps-�F�� PROJECT: NOTE: SKYLIGHT TO INCLUDE BIRD AND INSECT SCREEN NEWPORT AQUATIC CENTER D1 D4 U7 1 1/2"=r—o" SKYLIGHT/VENT Dll s"=1'-0" ROLL —UP DOOR D14 3"°�'-0" EXTERIOR DOOR SILL ONE WHITECLIFFS DRNE, NEWPORT BEACH, CA 92663 w Z W e WlD9 V PHASE II EXPANSION Q Z �a O w �o SHEET TITLE: D- �W OOR GUIDE MITERED CORNERS U W 4'-0" x 4'-0" I� ONCRETE BLOCK WAIL 4! �-' DETAILS _ C3011 a Z tL (1) CAP SHEET CAST IRON ROOF DRAIN (3) LAYERS OF COATED BASE SHEET OVER LEAD WITH CLAMP RINGS 9" OVERFLOW DRAIN 8" 1 URUN FLASHING PAN PRIOR TO WITH CLAMP RINGS FINISH SURFACE a REVISIONS/SUBMITTALS: _ DATE: PROJECT NUMBER: 1280.00 PROJECT ARCHITECT: SURFACING MATERIAL STRIKE CUTOUT N. RINELLA k AND REINFORCEMENT 2" DA N Iiff \ � FLOOR LINE- - — DRAWN BY. W'E fV VI W AGENCY SUBMITTAL DATE: N ISSUEO FOR BIDS: i N � a o Q : z FIBER CAN 2x FRAMIN 41b LEAD FLASHIN PAN. F2) 7 �``� • .� •�`� i� VINYL WEATHER STRIP `\\vi i AT BOTTOM OF ROLL -UP DOOR -Y' m FLOOR CLIP o x WELD TO FRAME LI ISSUED FOR CONSTRUCTION: AGENCY APPROVALS: SCALE: AS NOTED SET IN FLASHING CEMENT AND MECH. FASTENED TO ROOF DECK ]� ROOF PLY SHEETS "' ° L 3 1/2" x 3 1/2" x 1/4" x AND CLAMPED INTO CLAMP RINGS AT ROOF DRAIN AND OVERFLOW 1) ROOF BASE SHEET WIDTH OF OPENING WITH 3/8" DIA. WELDED STUDS AT EACH END MORTISE AND TAP FOR SHEET NUMBER (1) ADDITIONAL ROOFING PLY SHEET 4 1/2" x 4 1/2" TEMPLATE BUTTS - TO COVER AN AREA t10'-O" EACH WAY 1 3/4" DOOR 4 AROUND ROOF DRAIN AND OVERFLOW A-8 Al T A4 1 v2"=1'-0" ROOF DRAIN WITH OVERFLOW All 3"=1'-0" ROLL —UP DOOR SILL A14 3/8"=l'-0" TYP. METAL DOOR FRAME WEx14 WE411 - - - i6 17 I z S I 4 I S b i a MISC/DRAWINGS/NAC/... DET.DWG 10-31-97 8:42 AM 3 1 N M L K J H G F E D C B A 9 10 11 12 13 14 15 IV 11 IL IJ IT IJ I 1/ GENERAL NOTES 3/4" REVEAL PAINTED TYP. AT ALL SOFFIT EDGE "FRY" No. FDM-625-75 ' EDGE MOLD.. LJ / T-1-II PLYWOOD SOFFIT p m N1 N4 N7 N11 N14 1 3"=1'-O" SOFFIT AT CONCRETE BLOCK WE407 T.O.P. rx < T.O. C.M.U. --GYPSUM BOARD CEILING N I 29 i I 2 T.O.P. _ - _ - +8 -6 HAKE ROOFING T.O. C.M.U. 271C14 PAINTED 2x10 FACIA - 2 ATED ROLL -DOWN DOOR AND COUNTER WITH KERF CUTS 2 TEXTURED 12 2 REFER TO SHEET S-4 8� - FOR FRAMING SHAKE ROOFIN III � "FRY" TOM-625-75 MOLDING M -- I A11 +6' _0"� CONTINUOUS METAL ATTIC VENTS -PAINTED I ASS-THRU TRANSACTION WINDOW I •° Ij +(VERIFY WHAT IS _ _ _ _ 4° ° 3" 4'-0" TO EDGE OF • 4 PLYWOOD L I y, I ALLOWED FOR HANDICAP HEIGHT OFFICE LOBBY °4 N 4 ° °4 x12, PAINTED 'a N14 - m o m _ _ _ 5/8" ONCRETE COLUMN Ktd T-1-11 EXTERIOR GRADE K1 K11 3/4"=1'-0" TRANSACTION WINDOW K14 1 1/2"°1'-0" ROOF AT CONCRETE COLUMN - PLYWOOD SOFFIT AT OFFICE Ku4 KE 6 C DISPLAY CASE PAINTED G.I. FLASHING I �„ LASS SLOPE: 1/2" x6 NAILER FillN I T II u! 3"- u x TONGUE AND GROOVE o ( 75 r0 OUGH FACE CONCRETE BLOCK WALL, ONCRETE COLUMN SEE EXTERIOR ELEVATION EFER TO G1/S-i - �� - rFFFC?TVE✓_ T.., {�i� �a�Z4 �lJ 2x4 FRAMING CONCRETE SLAB WHERE OCCURS --------------SMOOTH FACE � I OOFING MULTI -PURPOSE CORRIDOR / - `_ /�'tl ONCRETE SLAB FINISH .3 ROOM ONCRETE SLAB, REFER TO Gi/S-1 i -FLOOR_ _ _ _ _ _ _ _ _ _ _ _ _ _ a •� • I'I SEALANT �(� i FIWSH FLOOR 3 III_ _� a a �j �I CITY OF NEWPORT BEACH APPRWAL N CONICEPT N0. This proiaGt Daniwrms t0 aH wrpi a h!e W nni g regulations F —III I 2, ' I �� I °• ° III 8i CI p0ilc<s; :11 C:c-t C1i (tC 4ato. m /� �� Then vo1:s:_, r,l to be used for GGrsiluction purposes. No 1 4 . buih„ca permt ,. i be Issued uni�! ;approval is received from II '• ° he C c(, „° : Ow amlai Commission. — PLANNING DEPARTMENT — G1 G4 1/2"=T-0" WALL SECTION G7 1/2"-T-0" WALL SECTION G11 V=T-0" DISPLAY CASE G14 3"=T-0" [PARAPET DETAIL Date: i7 ' x'EdOa wEa06 wEa}z w(xat - % TTO — � T.O. C.M.U. Yy I I 29Y I — T.O.P. (E) CONCRETE BLOCK WALL 2 AI'�--t" I METAL JOIST RANGE _ �� ASSOCIATES G14 2 I 2 I 2x6 FRAMIN r 2 5/8" TYPE 'X' GYPSUM BOARD EACH SIDE w ,` 2220 UNIVERSITY DRIVE, SUITE 200 - F REFER TO SHEET S-4 GI4 NEWPORT BEACH, CALIFORNIA 92660 714,574.1325 FAX 714.574.1338 FOR FRAMING �FOREF g -6' ARCHITECTURE AND INTERIOR DESIGN L —J I I I W > TO RAMINGSHEET S-4 2x6 WITH 1/2" DIA. BOLTS AT 48" O.C. / / _ / / D AR \Ss CHAT L� R I N F CONSULTANT: I I _ 21 - SURFACE MOUNTED _ _ +7•_0„ FX FIXTURE WHERE OCCURS CORRIDOR / -71 1�2" , C-+.21 102 - e TYPE 'X' GYPSUM BOARD YP. /- ��y PFN EACH SIDE AT RATED CORRIDOR 2x4 FRAMING ISPLAY CASE - T OF �� Atl 1 / j PROJECT: D e , % NEWPORT AQUATIC CENTER L D1 m D11 3/4"_1'-0" RATED CORRIDOR / g ONE WHErECLIFFS DRIVE, NEWPORT BEACH, CA 92663 LU W DISPLAY CASE Kul U 1/x PHASE II EXPANSION Z 100 o / "FRY" MA MASONRY FLASHING SMOOTH CONCRETE BLOCK / WITH ALL FLUSH JOINT AT REVEAL O SHEET TITLE: ... W DETAILS 0 / CONCRETE BLOCK WALL, SEE EXTERIOR ELEVATION r "' 17 REVISIONS/SUBMITTALS: DATE: PROJECT NUMBER: 1280.00 CONCRETE BLOCK WALL, SEE EXTERIOR ELEVATION ^ / , ' _TEXTURED BLOCK /j PROJECT ARCHITECT: SEE EXTERIOR ELEVATION N. RINELLA DRAWN BY: WE I / AGENCY SUBMITTAL DATE: 3 ONCRETE SLAB / E OOFING / 16 - ONCRETE SLAB FINISH FLOOR 3 //�R4 FIBER CANT �' TYP. THRU OUT ISSUED FOR BIDS: FINISH FLOOR 3 —I I I I ( 2 -III ISSUED FOR CONSTRUCTION: AGENCY APPROVALS: -111-III 2 III= ' AS NOTED 1 °•.' SHEET NUMBER: • .• ix NAILER SHOT TO CONCRETE BLOCK WALL f •' 1 ..I ONCRETE BLOCK WALL A-8.1 Al A4 1/2"-1'-O" WALL SECTION A7 1/2":1'-0" WALL SECTION A11 3"_r-o" FLASHING AT BLOCK WALL A14 3"=T-0" REVEAL AT CONCRETE BLOCK w6aa wcaoz wTaoe wExOo 1 2 [5 / G / 4 5 6 7 8 9 10 11 12 13 14 15 16 17 DETIFO' ONG5�97 C13: 49 AM 1 L J 4 J b / 8 y lU 11 IZ IJ 14 ID 1b 1/ GENERAL NOTES 1 f 2'-3 1/2" F1 SKYLITE 1/2" PLYWOOD I " TONGUE AND GROOVE 3 I P F _ C.M.U. I ' TRUSS I r GYPSUM BOARD (5/8" TYPE 'X' AT RATED CONSTRUCTION) d `o 0 STOREFRONT BREAK METAL — BREAK METAL STOREFRONT ENTRY 1" TONGUE AND GROOVE L1 3/8"=I'-O° SECTION L10 N SKYLITE f South Coast DYe,Lrri,n *rn,091 BLOCKING APPEO�. , D`�rmit lI ' EFFECTIVE /J 077 Dates APP ROVAI IN DO'.'C_Fl 10. T i1s piOJEG; GO:.+ P G t7 =" Kf ` Jle planning regulations rhe,z ;1;=r1: flr:_t to ba us ,d for construction purposes. No 5/8" TYPE 'X' GYPSUM BOARD RATED CONSTRUCTION o ycq pe:nt.f .:'ced'vsiiI approval is received from (TYP.) Galsic• .,.1 Cua,iai Cr,�a;ssicn. i llv D-P RT'A+NT D v /21r TRUSS �v ;,Date: CORRIDOR LOBBY CORRIDOR GYPSUM BOARD LINE OF CEILING TAYLOR & ASSOCIATES 2220 UNIVERSITY DRIVE, SUITE 200 F per NEWPORT BEACH, CALIFORNIA 92660 F1 3/8„-1,-O„ SECTION F10 f Li 714.574.1325 FAX 714.574.1338 ARCHITECTURE AND INTERIOR DESIGN 0 AR�y/ CONSULTANT: R 1•NE TF i �i` Ll * 1 CL2i 1C)i GYPSUM BOARD FINISH ' (BEYOND SECTION LINE) �p�9T FN 3-3 F OF EXPOSED TRUSS CA�� PROJECT: ' NEWPORT AQUATIC CENTER ONE WHFTECLIFFS DRIVE, NEWPORT BEACH, CA 92663 to UZ PHASE II EXPANSION Q00 a EL SHEET TITLE: a w F �E= Ow 2x4 AT 16" O.C. DETAILS O W C dx, 2 a Zn REVISIONS/SUBMITTALS: DATE: PROJECT NUMBER: 1280.00 PROJECT ARCHITECT: N. RINELLA DRAWN BY: W.E GYPSUM BOARD FINISH SHELF SUSPENDED CEILING (BEYOND SECTION LINE) AGENCY SUBMITTALDATE: 16'-6" SUSPENDED CEILING F COORDINATE WITH FLOOR PLAN ISSUED FOR BIDS: OFFICE ENTRY MULTI-PUPOSE ISSUED FOR CON AGENCY APPROVALS: SCALE: ROOM AS NOTED SHEET NUMBER: 1 A-8.2 Al 3/8"=V-0T SECTION A10 I ` 4 b 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 1/ MISC/DRAWINGS/NAC/... SECTION DWG 11-03-97 6,09 PM J Y J U / D , IV 11 IL IJ IY IJ IV ./ GENERAL CONCRETE GENERAL NOTES 1. ALL WORK SHALL COMPLY WITH THE UNIFORM BUILDING CODE, 1. ALL CEMENT SHALL CONFORM TO ASTM C-150, TYPE I OR II. EARTHWORK WOOD R 1994 EDITION AND ALL OTHER LOCAL OR STATE AGENCIES 2. FINE AND COARSE AGGREGATE SHALL CONFORM TO ASTM C-33. R HAVING JURISDICTION OVER THIS PROJECT. 3. CONCRETE SHALL HAVE THE FOLLOWING MINIMUM 28 DAY STRENGTH: 1. REFERENCE TO GEOTECHNICAL REPORT PREPARED BY HARDING 1. ALL LUMBER SHALL BE GRADED PER GRADING RULES #16 OF 2. ALL DRAWINGS AND SPECIFICATIONS ARE CONSIDERED TO BE A ALL CONCRETE U.N.O. - 2500 PSI STONE. (2000 PSI USED FOR LAWSON ASSOCIATES NO. 382231 DATED MAY 199 1997. THIS WEST COAST LUMBERMANS ASSOCIATION. PART OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL DESIGN). REPORT IS FOR REFERENCE ONLY AND IS NOT A PART OF THE 2. STRUCTURAL LUMBER SHALL BE GRADE MARKED DOUGLAS FIR OR BE RESPONSIBLE FOR THE REVIEW AND COORDINATION OF ALL 4. CONCRETE DESIGN MIXES SHALL BE APPROVED BY THE STRUCTURAL CONSTRUCTION DOCUMENTS. LARCH AND AS FOLLOWS: (REFER TO SPECIFICATIONS FOR DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF ENGINEER. 2. THE SITE IS ON THE WEST SIDE OF UPPER NEWPORT BAY AT AN FINISH LUMBER) CONSTRUCTION. ANY DISCREPANCIES THAT OCCUR SHALL BE 5. PLACING OF CONCRETE BY AN INSPECTOR IS NOT REQUIRED. ELEVATION OF APPROXIMATELY 10 FEET ABOVE MEAN SEA LEVEL TRUSSES CLEAR SELECT Q BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO 6. LOCATION OF CONSTRUCTION JOINTS OR POUR JOINTS SHALL BE AS (MSQ. THE SITE IS BOUNDED BY CLIFFS ON THE NORTH AND STRUCTURAL S.S. Q START OF CONSTRUCTION SO THAT A CLARIFICATION CAN BE SHOWN ON PLANS OR AS APPROVED BY THE ENGINEER OR ARCHITECT BY NORTH STAR LANE ON THE SOUTHWEST. THE SURFACE BEAMS INDICATED S.S. NO. 1 ISSUED. ANY WORK PERFORMED IN CONFLICT WITH THE PRIOR TO POURING CONCRETE. SLOPES GRADUALLY TO THE SOUTHEAST TOWARD THE BAY. HORIZONTAL FRAMING NO. 1 CONTRACT DOCUMENTS OR ANY CODE REQUIREMENTS SHALL BE 7. ANCHOR BOLTS, DOWELS, REINFORCING STEEL, INSERTS, ETC., LOOSE SANDY FILL SOILS ARE EXPOSED AT THE SURFACE. STUDS NO. 2 CORRECTED BY THE CONTRACTOR AT HIS OWN EXPENSE AND AT SHALL BE SECURELY TIED IN PLACE PRIOR TO POURING CONCRETE. THESE FILL SOILS ARE UNDERLAIN BY SANDY SILT. SILLS & BLOCKING NO. 1 NO EXPENSE TO THE OWNER OR ARCHITECT. CONCRETE BLOCKS ONLY SHALL BE USED TO SUPPORT REINFORCING GROUNDWATER WAS ENCOUNTERED AT APPROXIMATELY 9 TO 10 POSTS & COLUMNS NO. 1 P 3. ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE OFF GRADE. FEET BELOW GROUND SURFACE. LINTELS & BEAMS NO. 1 P CONSIDERED TO BE CONSTRUCTION STANDARDS. IF 8. CONCRETE SLABS SHALL BE CURED BY KEEPING CONTINUOUSLY WET THE PROJECT AREA IS UNDERLAIN BY APPROXIMATELY 10 FEET 3. ALL PRESSURE TREATED LUMBER SHALL BE MARKED WITH A CLARIFICATION IS REQUIRED, THE CONTRACTOR SHALL NOTIFY FOR 7 DAYS. FORMS FOR CONCRETE WALLS SHALL BE LEFT IN PLACE OF HYDRAULIC (DREDGED) FILL CONSISTING OF FINE TO STAMP PER AWPB AS LP-2 OR LP-22. THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. FOR 3 DAYS. NO CURING COMPOUNDS SHALL BE USED UNLESS MEDIUM GRAINED SANDS AND SILTY SANDS WITH SHELLS. 4. ALL WOOD IN CONTACT WITH CONRETE OR MASONRY SHALL BE 4. ALL DIMENSIONS AND THE SITE CONDITIONS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. UNDERLYING THE FILL, MEDIUM DENSE TO DENSE SAND AND I PRESSURE TREATED PER U.B.C. STD. 25-12. VERIFIED BY THE CONTRACTOR AT THE JOB SITE PRIOR TO BID 9. NOTIFY THE STRUCTURAL ENGINEER 48 HOURS MINIMUM PRIOR TO ALL SILTY SAND WITH OCCASIONAL CLAYEY LAYERS. 5. PLYWOOD SHEATHING SHALL BE DOUGLAS FIR PLYWOOD, 5 PLY, SUBMITTAL, START OF SHOP DRAWINGS, START OF POURS. 3. SITE PREPARATION: PRIOR TO THE START OF EXCAVATION, STRUCTURAL 1, CONFORMING TO PS 1 83. ALL PLYWOOD SHALL " CONSTRUCTION, AND/OR FABRICATION OF MATERIALS. IF 10. PROVIDE 3/4" CHAMFER ON ALL EXPOSED CONCRETE CORNERS. ALL UTILITIES IN THE PROJECT AREA SHOULD BE LOCATED AND BE GRADE MARKED "DFPA STRUCTURAL 1, INTERIOR WITH " DISCREPANCIES ARE ENCOUNTERED, OR CONDITIONS DEVELOP 11. ALL CONCRETE SHALL BE VIBRATED IN PLACE DURING PLACING OF EITHER REROUTED OR PROTECTED. ANY EXISTING VEGETATION EXTERIOR GLUE". NOT COVERED BY THE CONTRACT DOCUMENTS, THE ARCHITECT CONCRETE. AND OTHER DELETERIOUS MATERIALS SHOULD BE CLEARED FROM 6. PLYWOOD NAILING SHALL BE APPROVED BY THE STRUCTURAL SHALL BE NOTIFIED FOR CLARIFICATION. 12. NO STAKES, STEEL OR WOOD, SHALL BE PERMITTED IN ANY CONCRETE THE SITE. ENGINEER AND ENGINEER OR ARCHITECT, PRIOR TO COVERING 5. CONTRACTOR SHALL PROVIDE AND BE RESPONSIBLE FOR THE POUR. SUSPEND FORMS FROM ABOVE GRADE. EXCAVATION AS NOTED BELOW OF THE EXISTING NATIVE UP. PROTECTION AND REPAIR OF ADJACENT EXISTING SURFACES AND 13. DRYPACK SHALL BE 1:3 1/2 PORTLAND CEMENT TO SAND WITH A ALLUVIUM CAN BE ACCOMPLISHED WITH CONVENTIONAL GRADING 7. FRAMING HARDWARE SHALL BE AS MANUFACTURED BY THE M AREAS WHICH MAY BE DAMAGED AS A RESULT OF NEW WORK. MINIMUM 28 DAY STRENGTH OF 3000 PSI. EQUIPMENT. ANY TEMPORARY EXCAVATIONS DEEPER THAN 5 SIMPSON STRONG TIE OR APPROVED EQUAL. FASTENERS TO BE M 6. DO NOT SCALE DRAWINGS. PRINTED DIMENSIONS HAVE 14. GROUT SHALL BE 1:3:2 PORTLAND CEMENT TO SAND TO PEA GRAVEL FEET BELOW GROUND SURFACE SHALL BE SHORED OR SLOPED FURNISHED BY THE MANUFACTURER AND ALL FASTENER HOLES TO PRECEDENCE OVER SCALED DRAWINGS AND LARGE SCALE OVER WITH A MINIMUM 28 DAY STRENGTH OF 3000 PSI. BACK AT 1:1 (HORIZONTAL:VERTICAL) PER OCCUPATIONAL BE FILLED. SMALL. REINFORCING SAFETY AND HEALTH ADMINISTRATION (OSHA) REQUIREMENTS. 8. MACHINE APPLIED NAILING IS SUBJECT TO A SATISFACTORY 7. TYPICAL DETAILS SHALL APPLY IN GENERAL CONSTRUCTION THE AREA OF THE PROPOSED ADDITION ON THE SOUTH SIDE OF JOBSITE DEMONSTRATION FOR EACH PROJECT AND THE APPROVAL UNLESS SPECIFICALLY DETAILED. WHERE NO DETAILS ARE 1. ALL REINFORCING SHALL CONFORM TO ASTM A-615 SPECIFICATIONS, THE EXISTING BUILDING SHALL BE OVEREXCAVATED A MINIMUM BY THE PROJECT STRUCTURAL ENGINEER. THE APPROVAL IS L GIVEN, CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK. GRADE 60 EXCEPT #3 BARS MAY BE GRADE 40. WELDED BARS SHALL OF 2 FEET BELOW THE BOTTOM OF THE FOOTINGS AND THE SUBJECT TO CONTINUED SATISFACTORY PERFORMANCE. IF 8. THE CONTRACT DOCUMENTS AND SPECIFICATIONS REPRESENT THE ACCORDANCE WITH THE DRAWINGS BE ASTM A-706. WINGS AND DETAILS AND C.R.S.I. EXCAVATION EXTENDED 2 FEET LATERALLY; FOR THE ADDITION NAILHEADS PENETRATE THE OUTER PLY MORE THAN WOULD BE L FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF 2. REINFORCING BARS SHALL SPLICED AND BENT IN STRICT ON THE NORTH SIDE, NEW PARKING LOTS, DRIVEWAY, AND NORMAL FOR A HAND HAMMER OR IF MINIMUM ALLOWABLE EDGE CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL PUBLICATIONS. NO KINKS ALLOWED. ALL BARS SHALL BE CLEAN CONCRETE APRON, THE SOIL SHALL BE OVEREXCAVATED A DISTANCES ARE NOT MAINTAINED, THE PERFORMANCE WILL BE MEASURES NECESSARY TO PROTECT THE STRUCTURE AND SAFETY PRIOR TO CONCRETE PLACEMENT. MINIMUM OF 5 FEET BELOW GROUND SURFACE AND THE DEEMED UNSATISFACTORY. OF WORKMEN DURING CONSTRUCTION. SUCH MEASURES SHALL 3. PROVIDE DOWELS OF SAME SIZE AND NUMBER FROM ADJACENT POUR, EXCAVATION EXTENDED 5 FEET LATERALLY. DEEPER REMOVALS 9. PROVIDE PLATE WASHERS UNDER ALL BOLT NUTS & HEADS. INCLUDE BUT NOT BE LIMITED TO BRACING SHORING FOR MAY BE NECESSARY IF LOOSE SOFT OR OTHERWISE 10. RETIGHTEN ALL BOLTS PRIOR TO CLOSING IN. K LOADS DUE TO CONSTRUCTION EQUIPMENT, BOTH VERTICALLY AND HORIZONTALLY TO MATCH TYPICAL K ETC. OBSERVATION REINFORCING SHOWN. LAPS TO BE IN ACCORDANCE WITH THE UNSUITABLE MATERIALS ARE ENCOUNTERED. PRIOR TO 11. GLUE LAMINATED BEAMS SHALL BE DOUGLAS FABRICATED IN VISITS TO THE SITE BY THE ARCHITECT OR STRUCTURAL PLACEMENT OF FILL, THE BOTTOM OF THE OVEREXCAVATION CONFORMANCE WITH PRODUCT STANDARDS PS 56-73 AND SHALL 4 ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE DRAWINGS AND DETAILS. DOWELS SHALL BE CLEANED AFTER POUR. SHALL BE SCARIFIED TO A MINIMUM OF 6 TO 8 INCHES, BE OF COMBINATION 24F-V4 (UBC 1988) INDUSTRIAL FINISH ITEMS AND DOES NOT IN ANY WAY RELIEVE THE CONTRACTOR OF . USE LOW HYDROGEN ELECTRODES, GRADE E-70 OR E-90, FOR WELDING BROUGHT TO 2 TO 3 PERCENT ABOVE OPTIMUM MOISTURE WITH ADHESIVE FOR WET USE. HIS RESPONSIBILITIES FOR THE ABOVE. 5. FIELD WELDING OR BENDING OF REINFORCING IS NOT PERMITTED OF REINFORCING BARS. CONTENT, AND COMPACTED TO AT LEAST 90 PERCENT OF 12. ALL STRUCTURAL GLUED LAMINATED TIMBER SHALL BE South Coast Diatrsot �sta� 9. FOR TRENCHES OR EXCAVATIONS (5) FIVE FEET OR MORE IN MAXIMUM DRY DENSITY AS DESIGNATED BY ASTM D1557-91 CONTINUOUSLY INSPECTED DURING FABRICATION BY A nMMM (- J DEPTH INTO WHICH A PERSON IS REQUIRED TO DESCEND, THE EXCEPT AS INDICATED ON THE DRAWINGS OR AS APPROVED BY THE (FIVE LAYER METHOD). QUALIFIED INSPECTOR SPECIFICALLY APPROVED. xerjvAt Ito STRUCTURAL ENGINEER. g J CONTRACTOR IS TO OBTAIN THE NECESSARY PERMIT FROM THE ONSITE SOIL CAN BE USED AS FILL. THE FILL SHOULD BE 13. ALL NAILING SHALL CONFORM TO TABLES SET FORTH IN THE sv= STATE OF CALIFORNIA, DIVISION OF INDUSTRIAL SAFETY, MASONRY PLACED IN 6 TO 8 INCH LIFTS, BROUGHT TO NEAR OPTIMUM UBC EXCEPT SPECIFICALLY DETAILED CONNECTIONS. U')E ONLY EFF"TUT PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. 1. CONCRETE BLOCKS SHALL BE OF SIZES SHOWN ON THE DRAWINGS, MOISTURE CONTENT, AND RECOMPACTED TO A MINIMUM OF 90 COMMON NAILS. vats. 10. REFER TO ARCHITECTURAL, ELECTRICAL AND MECHANICAL TYPE AND COLOR AS SELECTED BY THE ARCHITECT AND CONFORM TO PERCENT OF THE MAXIMUM DRY DENSITY. FILL MATERIAL 14. ALL FRAMING MEMBERS SHALL BE ERECTED WITH NATURAL OR DRAWINGS FOR DETAILS, CONDITIONS, PITS, TRENCHES, ASTM C-90, GRADE N-1. BLOCK SHALL BE LIGHT WEIGHT UNITS, SHALL BE APPROVED BY THE SOILS ENGINEER AND MEET THE BUILT-IN CAMBER UP UNLESS NOTED OTHERWISE. " DEPRESSIONS, ROOF OPENINGS, SLEEVES, ITEMS TO BE f'm 1500 PSI. FOLLOWING MINIMUM REQUIREMENTS: H 2. GROUT MIX SHALL BE 1:3:2 PORTLAND CEMENT TO SAND TO PEA n NO PARTICLE LARGER THAN 4 INCHES IN DIMENSION. CIT`rOFNEWPORT BEACH EMBEDDED OR ATTACHED TO STRUCTURAL ELEMENTS, ETC., NOT APPI10VALINCONCEPT Q., SHOWN ON THE STRUCTURAL DRAWINGS. GRAVEL WITH 1 /10 PART LIME PUTTY OR HYDRATED LIME, 2000 PSI. n FREE OF ALL PERISHABLE MATERIAL. This project c.I. - r.all Pppli.ableplanning regulations 2 PORTLAND CEMENT TO SAND WITH NOT 3. MORTAR MIX SHALL BE 1:3 1 11. NO HOLES, NOTCHES, BLOCKOUTS, ETC. ARE ALLOWED IN / Ttlesv �v- r _r,: �; STRUCTURAL ELEMENTS UNLESS DETAILED ON THE STRUCTURAL MORE THAN ONE-HALF NOR LESS THAN ONE -QUARTER PART LIME PUTTY OR LESS. us<;d for coristaction p�Jrposes. No approval isreceivedirom DRAWINGS OR APPROVED BY THE STRUCTURAL ENGINEER. WITH SUCONEM RED LABEL ADDED, TYPE S, 1800 PSI. 4. ALL REINFORCING SHALL HAVE A MINIMUM COVERAGE OF ONE BAR MOST OF THE SOILS ENCOUNTERED AT THE SITE DURING PLA,!NINGDEPAlfliVIENId 12. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO t � v Date:�� 11 G G EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENT DIAMETER (1/2 MIN.) GROUT AND VERTICAL BARS SHALL BE PLACED DRILLING OPERATIONS ARE GENERALLY EXPECTED TO MEET THE KNOWLEDGE FROM PLANS SUPPLIED BY THE OWNER, BUT WITHOUT IN THE CENTER OF THE WALL UNLESS SHOWN OTHERWISE. ABOVE CRITERIA. Q� N GUARANTEE OF ACCURACY. WHERE ACTUAL CONDITIONS CONFLICT 5' SEOUT CURELYLLS HE D IN PLACE. ALL WALLS GROUTUIN'2;-031 MA�MCUMGLFTSLL BE THE SITE SUPERVISIONEOFRT�I� FOL�tJDAAA I NGIt�E �AT��HPTEtggU �ND A LIQUID LIMIT OF 30 WITH THE DRAWINGS, THEY SHALL BE REPORTED TO THE ARCHITECT OR ENGINEER SO THAT PROPER CLARIFICATION MAY 6. NO PIPES OR DUCTS SHALL BE PLACED IN MASONRY UNLESS NOTED OR COMPLETION OF THE WORK, HE SHALL CERTIFY THAT IT MEETS TAY LO R & ASSOCIATES BE MADE. MODIFICATION OF DETAILS OF CONSTRUCTION SHALL DETAILED SPECIFICALLY. HIS APPROVAL PRIOR TO PLACING FOOTING. F NOT BE MADE WITHOUT WRITTEN APPROVAL OF THE ARCHITECT 7. CONTINUOUS INSPECTION OF BLOCK LAYING IS NOT REQUIRED. 4. THE FOOTINGS SHALL BE FOUNDED ENTIRELY INTO PROPERLY 2220 UNIVERSITY DRIVE, SUITE 200 F OR STRUCTURAL ENGINEER. B. BOLTS SHALL BE GROUTED SOLID WITH 1/2" MIN. GROUT BETWEEN COMPACTED FILL SOILS. FOOTINGS ARE DESIGNED USING AN NEWPORT BEACH, CALIFORNIA 92660 714.574.1325 FAX 714.574.1338 BOLT AND MASONRY AT BLOCK FACE. ALLOWABLE NET BEARING PRESSURE OF 2,000 POUNDS PER ARCHITECTURE AND INTERIOR DESIGN 9. ALL CONCRETE SURFACES TO RECEIVE MASONRY SHALL BE SQUARE FOOT (PSF) FOR A MINIMUM OF 1.5 FEET IN WIDTH SANDBLASTED TO REMOVE LAITANCE PRIOR TO START OF LAYING. AND A MINIMUM OF 1.5 FEET BELOW THE FINAL ADJACENT CONSULTANT: GRADE. THIS BEARING PRESSURE IS FOR DEAD AND USED AR�y�� ESS STRUCTURAL STEEL �� RIK rF' PERMANENTLY AND/OR FREQUENTLY APPLIED LOADS AND MAY BE �P� i Fr' �� 1 C jgyF, E 1. STRUCTURAL STEEL SHALL CONFORM TO ASTM A-36 SPECIFICATIONS /,� No. 702 h E INCREASED BY ONE-THIRD FOR TEMPORARY WIND OR SEISMIC * ; c-21:1o2v * � E,,. ,znli� AND TO THE AISC SPECIFICATIONS FOR FABRICATION AND ERECTION. LOADS. 2. TUBES SHALL CONFORM TO ASTM A-500 STANDARD SPECIFICATIONS, 5. ALL BACKFILL FOR TRENCHES OR OTHER EXCAVATIONS SHALL BE FN �ucI GRADE B. PIPES SHALL CONFORM TO ASTM A 53, GRADE B PLACED AS COMPACTED FILL AS SPECIFIED ABOVE. 9TFOF cA��F�� F�F CA�I�o SPECIFICATIONS. 3. ALL WELDING SHALL CONFORM TO THE SPECIFICATIONS OF THE PROJECT: D AMERICAN WELDING SOCIETY AND SHALL BE PERFORMED BY CERTIFIED NEWPORT AQUATIC CENTER D WELDERS USING THE ELECTRIC ARC PROCESS. E70XX WELDING ROD ONE WHrrECLIFFS DRIVE, NEWPORT BEACH, CA 92663 w SHALL BE USED. 0Z 4. BOLTS SHALL CONFORM TO ASTM A-307 SPECIFICATIONS. PHASE II EXPANSION Z 5. ALL STRUCTURAL STEEL SHALL BE FABRICATED IN THE SHOP OF A SHEET TITLE: aW FABRICATOR LICENSED BY THE LOCAL BUILDING DEPARTMENT AND 0 Ow G SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT FOR STRUCTURAL NOTES APPROVAL PRIOR TO FABRICATION. a. 6. ALL FIELD WELDING, EXCEPT MINOR OR TACK WELDING, SHALL BE REVISIONS/SUBMITTALS: DATE: PROJECT NUMBER: CONTINUOUSLY INSPECTED BY AN APPROVED WELDING INSPECTOR. 1280.00 PROJECT ARCHITECT: 7. PROVIDE ONE SHOP COAT OF PAINT ON ALL STRUCTURAL STEEL NOT N. RINELLA COVERED WITH CONCRETE, FIREPROOFING, OR MASONRY. DRAWN BY: WE B AGENCY SUBMITTAL DATE: B ISSUED FOR BIDS: ISSUED FOR CONSTRUCTION: AGENCY APPROVALS: SCALE: AS NOTED SHEET NUMBER: A A S-O 1 2 3 4 1 5 1 6 1 7 1 R I o I in I 11 1 11) 1 1z 1 14 1 15 1 16 1 17 MISC/DRAWINGS/NAC/... S-O.DWG 11-24-97 5:54 PM 7. ►' 1 G J 4 J b / b y lU II IL IJ 14 IJ ID 1/ FINISH GRADE GENERAL NOTES N N Y + _ _ _ 15 AT 24" O.C. I I R (E) BLOCK WALL PLATE 5/8' z 5' WITH I • I I 1 2 - 5/8" DIA. ® GROUTALLWALL ° HILTI KWIK BOLTS II ON 1" DRYPACK + - — - 2 - /5 CONTINUOUS 180• HOOK TOP OF WALL MIN. 2 -0� o /4 x J AT 24" O.C. —I _ I- Coll BACKFILL I III III— \�/\\�\\// I I FOUNDATION I— III PIPE \/\ I'- TAMPERED SAND N \ WHEREERI OCCURS /4 AT 24" O.C. EACH WAY PLAN + _ 5 MIN. LINTEL AND JAMB REINFORCING f TUBE STEEL 4x4x3/16 2 - /5 OPENINGS LESS THAN 5'-0- "U" BAR TO " d 2 - /6 OPENINGS 5'-0" TO 7'-0' MATCH VERTICALS + ' a REPAIR FLOOR 2 - /7 OPENINGS MORE THAN 7'-0" WHERE EXTENSION IS IMPOSSIBLE � •• o•o.EXTEND --pIPE BARS AS FAR AS POSSIBLE0 AND HOOK WITH STANDARD HOOK - , , —I ° ° a .° III(E) Flpl�� PILASTER TYP. TYP. WALL N I 3"MIN. z "••"d 1) _: '•REINFORCING I NOLOEXCAVATION (E) FOOTING I • ' d a _ d II GRAVEL BASE NE ? 1-III- - • --- • 6 MIL. POLYETHYLENE ELEVATION I 1 4 ° _— � � ° • ° 1— I NM .1 -- - - -- ---• o a • •� = s • d I MEMBRANE - SOUTH WING ONLY 1 2 -- —III__ g LINTEL - REINFORCING 1 � �'-d..--"--------- -- -- ° ° •• PLACE CONCRETE GILL AROUND SLEEVE T' PRIOR TO POURING FOUNDATION. I P • •.{:ii• i•r.{{�':: I_ I :r•rr =1 F-7. •...ti.................•• 180' HOOK < 2 - /5 AKE SAME WIDTH E FOOTING AND FULL WIDTH OF PIPE TRENCH. - = O ALTERNATE BENDS C st SECTION e2 SECTION SEE PLAN 1'-6" MIN. lot - — - "MIN. 20 I Nl ,"-,'_o,l TUBE COLUMN DETAIL (�11 j 10=1°-0°� EXTERIOR WALL FOOTING (�14 3/4"=r-o TYP. PIPE TRENCH AT FOOTING — GRID LINE 7 WE436 O LINTEL AND TOP OF WALL SECTION �,,, DETAIL „E„3 N I - #4 AT 24" O.C. EACH WAY NEW WALL (E) WALL 2 - /5 VERTICAL OR JAMB REINFORCING AT CENTER OF SLAB ----'-------------- --- --------_---_--------------- -_. ------------------------------.------------- - --- ---- -_.............. STANDARD HOOK WHERE "U" BAR, EMBEDMENT IS IMPOSSIBLE MATCH HORIZONTAL �2 - @4 CONT. 14 AT 24" O.C. .. .. •-- z TOOLED RADIUS ' o TO MATCH HORIZONTAL M WALL REINFORCING a • WALL REINFORCING EXTEND JAMB BARS FLOOR TO FLOOR DOWELS TO MATCH BARS OR FLOOR TO ROOF WHEN WIDTH OF OPENING HORIZONTAL d d ° ° ° o o,VERTICAL 0.0 • • 4 — ° • •All I IS MORE THAN 4'-0" o° o° 0 oo TYP. WALL REINFORCING LAP SPLICE _ 1-1 11—° c1 SECTION c2 SECTION O O a I a I_ SET BARS IN 1 1/2" DIAL HOLE 2-0" WITH NON -SHRINK GROUT O ELEVATION Oc JAMB OR END OF WALL . e d` • III- B" d • d. . • d • a b NOTE: REFER TO —_ FOR INFORMATION NOT SHOWN Kl ,"=�'-0I. TYP. REINFORCEMENT DETAIL K4 3/4"=r-o" CONCRETE BLOCK MIN. REINFORCING AT WALL OPENINGS K11 1"=i'-o" INTERIOR WALL FOOTING K14 3/4":r-o°° TYPICAL EDGE OF SLAB AT (E) WALL WEI35 1-002Cio SECTION WE373 1-000°TAm C /4 3/4" -- -- -� -� 8" CONCRETE BLOCK OLUMN AND FOOTING AT O.C. EACH WAY GROUT CELL AT REINFORCEMENT } } TER AT CENTER OF SLAB AT , N ® o A I PIPE COLUMN - SEE FOUNDATION PLAN FOR SIZE FIRST SLAB POUR SUBSEQUENT POUR South Coast District Orrio® o H 1 1'-9" TYP. APPROVED O Porm.it } } 3" MIN. COVER 2" x 4" CONT. SHAPES KEY OR 'BURKE KOLD JOINT' OR No I j�4 AT 24" O.C. i" MIN. DRYPACK z I KEYED C5 CONTRACTORS Z.I I OPTION EQUAL LOCATED AT_ • Y 3/4" BASE PLATE M d �' I. .. 4 QJ D�")^, ti;C , •TINE v/ Q D ° o a o 01 0 4 cv 4 4 d �a o 0 o v o 0 0 I —III o00 0 - ° _ # III °• • —IIII III I I !I I I —I ° EACH WAY II •° a d" ° —I11=1—I' #4 x 3'-6" AT 24" O.C. cv° _ u • I I I I ° • • d • ° M � 1 �-6" TYP. 6" CITY OF NEVr'FO!iT BEACH G I • TYP. I APPROVAL IN CONCEPT NO. —III ��=III 4 - ge _ WITH 13 TIES I —III—_ — — _ _ —I 1=1 1=1 I— 3" CLEA ° I —III =1 I I- This pri e; ccn; .:,- la Ii2rrr,.,able planning regulations end poii: ss ;, ;aa an ir;s dale. 1 •_4• AT 8" O.C. v / 1 1=1 I I SEE FOUNDATION PLAN FOR FOOTING MARK OAND FOR J be u . for construcfon purposes. No Thes plai.S E'? i i r i, spa P P %UI vl ` ; L•. � � :: "'n idsLed until approval is received from o the (`.ai;;3*rf: id.a=l vCnlinlssion. PI,A•.,'tiNIN,3I.1-;nRTMENJI :"v Date: SIZE, THICKNESS AND REINFORCING G1"=�'-o" DISPLAY CASE BLOCK WALL G11"°-'-o" TYP. COLUMN FOOTING G14 3/4"-r-o° TYPICAL CONSTRUCTION JOINT WE433 — WE373 I-M2TAm AFTER SET CLEAN TO REMOVE 3 1/2" HIGH STARTER WALL FOR ALL LAITANCE AND SCUM TO CONCRETE 6 MASONRY WALLS 4 z 5 i/8' POST OPTIONAL CONSTRUCTION JOINT SIMPSON CB POST BASE o 1'-4" "' — - • • y° ° NOMINAL I o"o oe; i o o ,o o°°"'� o o • 1 ° �o EXPOSED COARSE AGGREGATE BELOW GRADE TYPICALNKINC CONT. 1 6" MIN CONT. CLEAN OUT TYP. _ " O.C/MAR E( 00 SO -FT.) SE CH TWAY TWI WITHIN 16 HOURS OF SLAB POUR. GROUT FILL AFTER 28 DAYS OR "BURKE" PLASTIC ZIP STRIP JOINT FORMER OR EQUAL ' ♦� A /♦� ASSOCIATES T/ \Y LO R & / � S S O C I / \T E S fi 0 ovo cfl'.a„ . °° III=III—III g4 BARS AT 24" EACH WAY AT CENTERLINE OF SLAB, U.N.O. 2220 UNIVERSITY DRIVE, SUITE 200 f —III—_III ,•dT ____^ III —III III CONCRETE SLAB '� NEWPORT BEACH, CALIFORNIA 92660 714.574.1325 FAX 714.574.1338 "d ° °O,o� • ° I I d • • III° • �• O,E pob°dp I 1 • ° ° o b0 a rop 0 ° . •d ° • �I� " o °O o o0 • ° ° —III III— II \ 1 i—III CLEAN OUT BOTTOM ° `a "° • °� ° ARCHITECTURE AND INTERIOR DESIGN a • O o OF FOOTING PRIOR p ARC S CONSULTANT: oil, I III I I I a" 1 • •• TO FOUNDATION POUR _III 11=I III III ° o ° o o° o ° o ° 0 0 0 0 00°0 ° o a o ° =IIII 'v • I III FORMWORK NOT — NOTE: - III- PERMITTED BELOW ESS — 4" GRAVEL SUB -BASE, —_ I_ _ _ — (OMIT AT EXTERIOR SLABS) I— C f I I EQUAL EQUAL 1. FOUNDATION CONCRETE MAY I— III —I I FULLGRADY FORMED BE PLACED DIRECTLY INTO EXCAVATION (AS SHOWN) -III III _ =I I - 6 MIL POLYETHYLENE MEMBRANE - SOUTH WING ONLY ? M1 t� i I , /,`jj * (. 1, 1 t * l l0 AI �7 �^ - ND. 702 f _ `I Erp 12/Jt/00 SEE PLAN PROVIDED THE TRENCH WALLS = I III=i I ARE STABLE AS DETERMINED = 1 _— COMPACTED SUB GRADE EI �j9 'pKn� A �- '��'r BY THE SOIL ENGINEER. = STAKES NOT PER- - i = MITTED WITHIN 3. \ cb TF UC I OF PLAN SECTION I I IIT1II11 111IIIIII i 11IITI 11 I I FOOTING SECTION OF CA��FO� CN\_ SEE PLAN FOOTING WIDTH PLUS 2" PROJECT: ' CENTER LU f NEWPORT AQUATIC D1 , _, _o° POST FOOTING DETAIL D4 "=T-0" PILASTER AND FOOTING DETAIL D11 NO SCALE TYP. FOOTING EXCAVATION D14 > >/2"=T-o" TYPICAL CONCRETE SLAB ONE WHITECLIFFS DRIVE, NEWPORT BEACH, CA 92663 � LU WE396 WTJN i-OOOBiAA AND CONTROL JOINT DETAIL 1_000,TIm 20 -0 O.C. MAX. 20'-0" O.C. MAX. PHASE II EXPANSION "° az PROPOSED SLAB AND SUBGRADE PROPOSED WALL AND FOOTING D Z IL JOINT SEALANT, SEE ARCHITECTURAL (E) GROUND SUFACE O DRAWINGS 180 DEG. BEND a a ° • d " ° <° °° ° °T ° 880 0 ° SHEET TITLE: TYPICAL F4- W w .. .. .: OFFSET 90 DEG. BEND STRUCTURAL DETAILS 3N W � 'd' BAR DIAMETER Z PLAN f ` 1 /2' EXPANSION DO NOT EXTEND ALTERNATE HORIZONTAL JOINT MATERIAL REINFORCEMENT THRU AND CAULKING JOINT, EXCEPT FOR CHORD BARS _ \ , � "' � � \ / / / \ \ `=' 0 1 o o 1 o 135 DEG. BEND \ \/ \� \/� ° � II \ �\ �\ � \\�\�\\�� 1 \�, \ \ \//\ \ REVISIONS SUBMITTALS: / DATE: PROJECT NUMBERa 1280.00 PROJECT ARCHITECT." I 1 I - N. RINELLA 1 1 �\ i CAP STIRRUP 2 1/2" MIN. \ /, \ j III \\�\\/\ —III ii,/// DRAWN BY: wE i CONCRETE / //�-'d' BAR DIAMETER WIRE REINFORCING SELECT FILL PLACED IN 8' THICK I =III \ MAX. LAYERS, , MOISTEN TO OPTIMUM AND COMPACT 12 I \\\\\\\ m TO 90% OF MAX. DRY DENSITY I I I f AGENCY SUBMRTAI DATE ISSUED FOR BIDS: BLOCK WALL DI BMETER CAPSTIRRUPSMAY BE USED / TOGETHER \\\��\ MAX. SLOPE 6d FORA 3BTHRU 9 WHEREVER 135 deg. CLOSED ��!!! i 8d FOR #9, /10, AND j11 12 STIRRUPS ARE SHOWN IN ISSUED FOR CONSTRUCTION: GRADE BEAM ONLY. I i 1=I 1 3'-9" FOR #7 44 d - V-8" MIN. CONCRETE 5'-0- FOR 18 -1 1=1 NO EXCAVATION BELOW THIS LINE _ r I —I AGENCY APPROVALS: SCALE: 50 d - 2'-0" MIN. MASONRY V-2" FOR j9 I 111 AS NOTED 8'-0" FOR 110 9'-8' FOR III LAP SPLICE SCARIFY SURFACE, I — 5'-0" MIN. BRING TO OPTIMUM MOISTURE CONTENT TO 90% OF DRY DENSITY SHEET NUMBER: AND COMPACT AT LEAST MAX. PER ASTM 01557-91 (FIVE - LAYER METHOD) NOTE: / ELEVATION EXTEND 5'-0" BEYOND EDGE OF PAVING AND EXTERIOR SLABS S--1 Al NO SCALE TYPICAL JOINT IN BLOCK WALL A4 NO SCALE TYPICAL REINFORCING DETAILA% A11 1/2"=T-o" SITE PREPARATION DIAGRAM 1-001°Lm i n 1-0004AA K374 2 1 I M ISC/DRAWINGS/NAC/... S-1.DWG 10-23-97 5:12 PM w 1 J 1 15 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 I 1b I I �9 •A 1G •C 1-1 NI KI —1 I I J I V I I ., i J I IV I I I I I •" I T T 3 4 5 6 7 8 9 10 11 141'-4" 6'-0' 21'-4" 27'-4" 19'-4" 18'-0" 9'-4" 9'-1" 9'-2" t, 9'-1" I I 1 N71 S-1 r-------------- ------------ r----- - ----------------1 r____________ __________r ; I 'i i ;___-- -__ ________--I i I 1 I I I I I 1 1 I Z---- --� i 3'-0" SO.-TYP. ______ I I I I I I \� L------------- J 1 j K7 I I N11 ' r--- - - - - ---, `\ i S-6 1'-4" DIA. 1 5_1 1' 1 \`\ 0 i TYP. I TYP. I I I I 1 , I 1 L3- 1_____________________ _____________________J I L___J Nil L_2'-0$-1,IIJL_______________________J------- _--�----------_J I 1 `\ I 1 \ L_____________ - _ ____ ____________ J 1 1 CYI 3 1 1 \ 1 1 I 10 1 1 \1 1 1 I I I I I 1 1 1 I I I I 1 1 I J L_ J L L_1_J I I I I I 1 1 I I i I I 1 I I I 1 I I 1 I I 1 I I 1 I I 1 1 I I I I I I 1 1 I 1 I i 1 1 I I I I 1 1 I I I I I I I I I I I 1 I 1 I 1 I I I i I I 1 I I 1 I I J L � r____, rJ L, t r_� •l 21'-1 1/2" t_l rJ 6'-0" 15-1 1/2" - I i 3'-6" SQ.-TYP. j THIS LINE 1 16'-8" 1,5 -4"li K1 j N11 1 S-6 1 1 L___ _____L___---r___J - 1 , I 1 r-------- -------1-------- --�-J L------J I I KII 1 I 5-t I t •_1_, , I I 1 m -- L------------------------- ------ IT ------------------------------------, 1 I I I 11 I I •-r-• I I I I I I I I I I i I I 1 I 1 1 I I I I I Ii I I i I I I I 1 I 1 I I I I I I 1 ip I I N I I I I I 1 I I I L.� r� r� I-1 r-'' LI �n r- -, I I I I I I r- -, 1 I -J I - i I _i i _ _ - - I -1 1 ` 4 p� I 1 1 I I I f--- --_J 1 I I I I I I I I I I `_t ' 11 rJ L____J L, r' L- -J L-, rJ 17 1 1 1 1'-6" n I I I I I I 1 I 1 1 Nit I 1 I 1 6'_3" I I I I 1 1 S-I 1 1 1 i i 4" CONCRETE SLAB 1 1 WITH #4 AT 24" EACH WAY " GI 1 1 OVER MEMBRANE, o S-i I REFER TO D14/S-1 1. 1 I 1 I I V-8" DIA. L_i rJ D(.6 I I I 1 6 1 1 I I I I I I 1 I'-6" DIA. I 1 1' -- �\\� 4" CONCRETE SLAB r WITH 4 AT 24" EACH WAY 1 1 1 1 # i i i i TUBE STEEL 4" DIA. STANDARD PIPE COLUMN 1 1 1 OVER MEMBRANE, ' 1 I I I I I I ' 1 6'-0" REFER TO D14/S-1 dx4x1/4 TYP. TYP• t� d 1 1 1 THIS LINE I I f-J Ll 6 -0/ I r 1 I I I I I I I 1 I I I L___---- r-J L____J LJ -� ,.qk- 1if D4S-I 3'-6" SQ.-TYP. S-1 1 -6" DIA. ' ' THIS LINE TYP. ' TYP. _ TYP. TYP. 1 1 ---- --F_ I I •- ' 6 I I ( I I I I I 1 8" DIA. -------------------� I `--------------------' �----------------------------- --------------------- ----- ----' •-------- ----------------- ----- ------------------------ --------------1---------- Nil KI 1 3'-4" 2'-0" N11 S-1 S-1 1 I S-1 I � 21'-1 1/2" 6'-2 1/2" 12'-0" 16' 0" 12'-0" lot 3'-4" 3'-4" 2'-0" 12'-0" 27,-4" 28 -0" 28,-8" I 27'-4" 56, -8" 141'-4" 3 I NEW CONSTRUCTION - PHASE II EXISTING CONSTR CTION - PHASE I NEW CONSTRU TION - PHASE II 1 4 5 7 9 11 0 1 12 1 3 4 5 a '7 A1 n 1 to I q I IA 1 14 15 16 17 TnYLOR & nSSOCInTES d 12 2220 UNIVERSITY DRIVE, SUITE 200 NEWPORT BEACH, CALIFORNIA 92660 714.574.1325 FAX 714.574.1338 ARCHITECTURE AND INTERIOR DESIGN DD ARr T� 1T102 ��C I/ * 71 'PFN lF 3N'c0j 3- OF CA��FO� CONSULTANT: e�Ess1� C jq N0. 702 Enl 12/31/00 Lp lF?tcT\ R OF CA�1 PROJECT: NEWPORT AQUATIC CENTER ONE WHITECUFFS DRIVE, NEWPORT BEACH, CA 926W PHASE II EXPANSION SHEET TITLE: FOUNDATION PLAN AGENCY APPROVALS: 2 9 J i1 J E 0 D Z w UZ 00 w Oco w a ( o ZC PROJECT NUMBER: 1280.00 PROJECT ARCHITECT: N. RINELLA DRAWN BY: WE AGENCY SUBMITTAL DATE B ISSUED FOR BIDS: ISSUED FOR CONSTRUCTION: SCALE: 1/8'-1'-0' SHEET NUMBER S-2 A MISC/DRAWINGS/NAC/... FLOOR.DWG 11-04-97 9.27 AM 1 1 2 1 3 1 4 5 a 7 0 87 10 11 12 1 13 1 14 1 15 1 16 1 17 1 GENERAL NOTES RI N M L K J H G F E D L A EXISTING CONSTRICTION -_PHASE I NEW CONSTRUCTION -PHASE II 0 N )TE: ).W. = TOP OF WALL ).S. = TOP OF SHEATHING D. = ROOF DRAIN S. = SELECT STRUCTURAL D.F. L.B. = GLUED LAMINATED BEAM South Coast District OfIbW APMOVRD FFYe EFFECTIVE Dates Cl 1Y OF NEWPORT BEACH APPROVAL IN CONCEPT INIO. ibis I:.rojW confxma to all ap,,!".able planning regulations acid policies in e9iect on tYris dr;";. T,1a: ^: „; -s : I w I.ot to be usad for construction purposes. No buill'sr j I- I+ Ik w:ll be is%ed until approval is received from lira C al`r.,a,.a Cozial Commission. FLANN!NLi DEPARTMENT v /Z Date: /7 0 C IJ M L K H G TAYLOR & ASSOCIATES a 2220 UNIVERSITY DRIVE, SUITE 200 Ir NEWPORT BEACH, CALIFORNIA 92660 1 714.574.1325 FAX 714.574.1338 ARCHITECTURE AND INTERIOR DESIGN RAlvcy�TF I£z! * 0 6—Y1102 t. JqT eA F of oj CA��FO CONSULTANT: ESp C Ty No.702 cq. ,tn,/Oo PROJECT: NEWPORT AQUATIC CENTER ONE WHITECUFFS DRIVE, NEWPORT BEACH, CA 92663 PHASE II EXPANSION SHEET TITLE: ROOF FRAMING PLAN AGENCY APPROVALS: E D w UZ U QZ =)Z a GQ X 1 w 0 = C a z D_ PROJECT NUMBER: 1280.00 PROJECT ARCHITECT: N. RINELLA DRAWN BY: W.E AGENCY SUBMITTAL DATE: B ISSUED FOR BIDS: ISSUED FOR CONSTRUCTION: SCALE: SHEET NUMBER: 49-3 A MISC/DRA WINGS/N AC/... FLOOR.DWG 11-04-97 9:27 AM 2 3 4 5 6 7 8 3 10 11 12 13 14 1 15 1 16 1 17 '7 u o to tt 19 1 13 1 14 1 15 1 16 1 17 1 H ( J 1/2- PLYWOOD EDGE NAIL GENERAL NOTES 3x8 Y WITH 3/4' DIA. x 12" ANCHOR BOLT I AT 24" O.C. IL L • ' A7 SIMPSON "U" HANGER d o 1 2x4 AT REFER "TO D.C. 4x14 PURUNS AT 8'-0' O.C. ��- - SIMPSON WNP414 4z6 r� 3/4' DIA. ANCHOR BOLTS 5 4 #5 AT 24' EACH WAY is AT 4'-0" O.C. W < 8" CONCRETE BLOCK - - rn r o GROUT ALL CELLS U N N — W K F K11 NI Al N1 N4 N7 1"=1'_0°` ROOF SECTION N11 1"=�'-o" ROOF SECTION N14 1"=1 -0" WALLSECTION AT ROOF AT GRID LINE H,,,, AT GRID LINE J g LINE 6 4 - 3/4" DIA. ANCHOR BOLTS AT NEW WALL 4 - 3/4" DIA. HYA BOLTS IN (E) WALLS (E) CONCRETE BLOCK WALL V BEAM WIDTH + 1/8' 2- 5/8" DIA. BOLTS 4. 4 GLU-LAM. BEAM, 2x4 AT 24" O.C. 1 BEAM, SEE PLAN FOR SIZE 1 1/2" 2 1/2" SEE PLAN FOR SIZE REFER TO _ 8d AT 3" O.C. 115 AT 24" O.C. GLU-LAM. BEAM, SEE PLAN 3/16" PLATE BENT ALONG 2x6 EACH WAY I � SIMPSON PAT23 2 - 15 8 1/2" 1 1/2" AT 4'-00 i f` + + 2 6 N Y m O O • r- : _ _ _ __ _ + - 0 0 ---- -- - f ------- I 3 16 FULL LENGTH I 2x6 AT 4'-0" O.C. ALT. n O Q 1/4" BENT "U" PLATE 1/4" PLATE -- WITH 2x4 AT 4'-0" O.C. ! 3 16 WITH 2 - 5/8" DIA. BOLTS 1 1/4" -- PLATE 1/2"x4" 1 1 1/2" 3 16 3 WITH 2 - 5/8" DIA. BOLTS 3/4" 4" 4z14 PURLINS AT 8'-0" O.C. 1/2" I TOP, BOTTOM, AND MID HEIGHT 1 2 1/2" _ 4 x 5 1/8" POST TUBE STEEL COLUMN, L B" CONCRETE BLOCK ! SEE PLAN ! t CONCRETE BLOCK WALL GROUT ALL CELLS ! NOTE: NO SPUCE ATE OF POST K1 K4 1"=r_o„ BEAM TO WALL K7 1":,'_o>` POST TO BEAM CONNECTION K11 "=�'-0" WALL AT ROOF K14 '"=''-°" GLEND AM.CONNBEAM CONNECTION DETAIL DETAIL PARALLEL PURLOINS � e AT IE) WALL W399 WE397 K II II 2 f II II — 2 - /6 x 3'-0" 1/4" PLATE z 2" 7/8" DIA. BOLTS SIMPSON HGLB I BEAM SEAT NOT O.K. ! I STAGGER SPLICES 8'-0" GLU-LAM. BEAM, SEE PLAN south Coast pistriat Office --- I 1 -- ---- -- — - BEAM WIDTH + 1/8" (E)ROOF N.T.S. 5" 1 % An � I I I I I _ I 6d ALONG 2x6 � I IPermit �--- - - ! ! DIMENSION TO VARY �j�� TO PREVENT CONFLICT y O.K. ! \ rV 1/4" BENT PLATE •• (ORYPACK, EFFECTIVE �/ v @ O 3/4" MIN. D8L8 3 _ _ _ W ! U ` 10d AT 4" O.C. �' I I I, I�. 1/4" PLATE _ - AT EDGES OF SHEETS 10d L.H. 1 4 3 + + - 0 2x6 AT 4'-0" O.C. a — O.K. - - - AT INTERIOR BEARINGS — -I- i I I 3/i6 FULL LENGTH %` 5„ PURLIN, SEE PLAN FOR SIZE I — I CITY OFPIEWPORTBEACH 2-6 �'477 - - - — — — - — - — - — APPROVAL IN CONCEFT NO. - H ! ' I L 3 1/2"x 6"x 3/8"z 3" WIDE TI115 pir,;Ic'G1 COriiilrrnS to ail uppf:ca6le planning regulations f 4x14 1- �---- / 5/8" DIA. BOLT AT 4'-0' O.C. ( I aid pOIiCIOS T e:`�BCI GO th15 data. 2z BLOCKING AT EDGES ' 3 16 1 1/2" (E) CONCRETE BLOCK WALL ' bx6 RIBBON WITH These pl n:1r not to be used for construction purposes. No RAFTERS 4" 4" 2" I 4" 5/8" DIA. SIMPSON EPDXY -TIE ET-22 (ICBO REPORT NO. 4945) r: !,.,,sued until approval is received from NOT O.K. — — — — — — — — _ — — — — — — — — — — — — — INSTALLED IN VERTICAL JOINT AT 4'-0". '6B Cal'GI�. ;. f,.:J i"lul CC@iniSSlOn. NAILING REQUIREMENT I I I � I I PLAN SEAT DETAIL PROVIDE CONTINUOUS INSPECTION BY A QUALIFIED DEPUTY INSPECTOR DURING INSTALLATION [:I An7J,°;q I'p.�A.l`f1,tEPlT L �'.. � Date: i7 y HALF SCALE II 1"xi'-0" 11/2"x1'-0" G1. 1,2",1`_0" TYP. PLYWOOD NAILING (a4, AS NOTED DETAIL OF BEAM TO WALL (a11 >»_1, o„ ROOF SECTION (a14 1,1.1' o„ GLU-LAM. BEAM SEAT AT NON -PANELIZED ROOF AREAS AT INTERSECTION OF GRID LINES K AND 2 GRID LINES D AND 10 AT (E) WALL ,�3,g ON PILASTER vc3e3 ,�,,, ,AND Wr796 GLU-LAM TAY LO R & ASSOCIATES BEAM - SEE PLAN SEE PLAN�e 1 I BEAM SPLICE 2220 UNIVERSITY IT E 200 I F II II I I NEWPORT BEACH, CAL FORNIA 92660 SIMPSON PAI35 EACH PURLIN III ! ! I 1 _I, 1 1/2 5" 5" t t/2" • 714,574.1325 FAX 714.574.1338 I I -------I"---------�i-----1 L - ARCHITECTURE AND INTERIOR DESIGN _ - - -- TI — — — — —I-•_•__�-__—• I -----IT—-- 10d AT 12" O.C. AT INTERIOR BEARINGS I I I I I I I I o o A�RiCy�TF CONSULTANT: I ��SQ C E I 1 n !' ~ l NO. 702 --- - - 10d AT 4" O.C. I I II it STAGGER JOINTS I ))!!�� 2 * * t, L�"y - AT EDGES OF SHEETS I I I I 1 3 1 1�,7r� E� 12/31/W ! LI ! I SIMPSON HCA5-6 HINGE CONNECTOR I WITH 4 - 3/4" DIA. BOLTSU 1 ch 9P Q I I I 1/4" BENT "U" PLATE I ' 9TF N 3Q�1� F OFCCA`l�o SIMPSON WNP414 4z11 PURLIN HINGE AT 8'-0' O.C. 1/2- PLYWOOD I `! I WITH 4 - 5/8" DIA. BOLTS OF CA�� TYP. SHEET II 1 1 TUBE STEEL COLUMN, PROJECT: 4x14 RIBBON WITH DIA. ANCHOR BOLT I I ( I ! SEE PLAN D ELEVATION PER ELEVATION _ •I 1 ! GLU-LAM. BEAM, II � II I II ! SEE PLAN FOR SIZE NEWPORT AQUATIC CENTER 2x4 I•I AT za" D.C. D14"=�''°" GLU-LAM. BEAM ONE WHITECLIFFS DRIVE, NEWPORT BEACH, CA 92663 I i ! 4z14 PURLIN AT HINGED CONNECTION w[3go v AT B'-°" O.C. PHASE II EXPANSION Z SECTION ----ll---------IL--------11-----I I- SHEET TITLE: a`X W --------II----�---- --- — U I I SIMPSON WNP414 BEAM, PLAN FOR SIZE STRUCTURAL DETAILS LLIaOW o , C HANGERS SEE a z o_ REVISIONS/SUBMITTALS: DATE: PROJECT NUMBER: 4'-0" 4'-0" 4'-0" PLAN 1280.00 PROJECT ARCHITECT: I " 6" 6" 3"1 4" 4' SIMPSON F24N N. RINELLA RIBBON, TYP. TYP. EACH END DRAWN BY: I WE a ♦ ♦ + 1 AGENCY SUBMITTAL DATE B + a Z4.14 ISSUED FOR BIDS: n ISSUED FOR CONSTRUCTION: ,n PURUN SPLICE RIBBON PURUN SIMPSON "VB" KNEE BRACE PURLIN AGENCY APPROVALS: RIBBON ELEVATION SIMPSON WNP414 HANGER SCALE: AS NOTED SHEET NUMBER: 1/2"=1'-O" A SECTION S-4 Al AS NOTED ROOF SECTION AT EAST AND WEST WALLS A7 1�2":r-o' ;TYP. PANELIZED ROOF DETAIL A14 -� ° "- '- " SECTION AT BRACED GLU-LAM. BEAM WI�z 2'1 w[3n wE385 __.-.__� �._t .._ 1 7 : Ll r G ' J 1 4 ' b 1 6 i 7 1 8 1 9 1 10 1 i t 1 12 1 13 ' 1 4 MI SC/DRAWINGS/NAC/... 5-4.DWG 11-05-97 9:56 AM IJ - - - to 15 16 1 17 I 1 2 3 4 5 b / o � Iv � •-- - GENERAL NOTES f 1 I, ) 3 I N1 N4 I N7 I N11 I N14 G1i Sim. \ S-6 (RIDGE BEAM ON INDISE ONLY) G11 S-6 1 I \ H I 'vx j G11 / 19S 5/8" DIA. BOLT lx/0 SS S-6 ip yj b I N N A N m G11 SIM. S-6 (SLOPE VARIES) v Z Ax855 o (AG N ' ) - ----- 4x12 S.S. I 4x12 S.S. 0 412 S.S. I `--- \ ,� I 11 ) 5 1/8" z 13 1/2" GLU-LAM. BEAM ) ) SPLICE \ a 1 V-4" 5'-8" I 5'-8" 11'-4" i 4x12 S.S. 0 10•_2" 10'-2" 1T-0" I iT-0" t I 34'-0" I 1'-8" DIA. COLUMN w < 20'-4" K1 3/8"=1'-0" TRUSS ELEVATION K11 3/811=11-0" TRUSS ELEVATION ,E3A9 WE}8] 4x12 SHAPED 4x12 SHAPED 1x6 TONGUE AND GROOVE I e South Coast District Office 410 •4r 2x4 AT 2'-0" O.C. j�/ ApPRbVED - L 4T 1:p. SIMPSON HANGER HUC210 1/2" PLYWOOD"�Lr. ^. 3x N HUC210 HANGS I HANGER 0, (CONCEALED FLANGE) I ;o (CONCEALED FLANGE) Bv= � G/ EFFECTIVE 2xIO BLOCKING Dates N �- 0 I oI N 2 - 2x4 N I� 5YM- ICLSYM. i 2x4 BLOCKING 2x5 i/8" AT 1'-B" O.C. 2x10 SHAPED ER CITY OFN[IN?ORTEEACH 2z RIBBON WITH 2 - 16d EACH STUD APPROVAL IN CONCEPT No. 4z,2 S.S. I I M 1/z" PLYWOOD This prs;L,,t;-�.t;Imsfca:IU rp' �abla pla"fning regulations � L,-, and pQ.lcl�-� :�; esct cn iC�s o I I 2z6 DIAGONAL e 1T-0" 1T-0" 2x6 AT S 1/8" x 15 1/2" GLU-LAM. BEAM The: e rnaa� „La ^c: to 1,e use or GDns7C d f ctionpurposes.No ii 4 10'-2" 1 10'-z" 9 "„ ,'?s >e ed until appra"al is received from 34'-0" ¢ Mra Cali riGcicn. rh_NT -�� I �v ,�..I42t:.., DafP,/�7 l% G1 3/$"=�'-o" TRUSS ELEVATION G11 3/8"=l'-O" ROOF SECTION AT LOBBY WT}97 WT}38 TAYLOR & ASSOCIATES 2220 UNIVERSITY DRIVE, SUITE 200 EQUAL EQUAL NEWPORT BEACH, CALIFORNIA 92660 'i 714.574.1325 FAX 714.574.1338 ' I 12x4 BLOCKING ARCHITECTURE AND INTERIOR DESIGN 2 - 2x4, TYP. 1'-0' t. 12'-0" v-a" t D AR' SSE Cy r \G P� R • I �p` �', CONSULTANT: ESSjT 91��'✓ 8'-1 1 2 6'-2 1 2 10'-8 1/2" 2'-3 1/2" / " / " a'-°" I <'-o" I It � � I zxa AT za D.C. j .S i ; ` .i ;' � ��• No. 702 * C'-�'1102 - * Ev 12/31/00 CI A6 - S-6 A11 �l C11 I A6 i/2" PLYWOOD, REFER TO _—_ o°\Q S� �FN S� fl 9l QUOTV�` 1" TONGUE AND GROOVE( r 11/2" PLYWOOD 1/2" PLYWOOD 1" TONGUE AND GROOVE � \ 2x4 AT 24" O.C. 2x10, ` 9TFOF- \E (E) 4x6 Ntd S-4 SHAPED CA (E) ROOF M. \ a PROJECT: ' ' 2x12 AT 2'-0" D.C. ! 2x4 AT 24" O.C. 3x8 \ 3xB NEWPORT AQUATIC CENTER D I24" ATO.C. I zxb AT za" D.C. ONE WHITECLIFFS DRIVE, NEWPORT BEACH, CA 92663 SYM. 2 - 2x4 U LZ 2x8 AT 24" D.G. PHASE II EXPANSION a Ki TRUSS K11 TRUSS K1, TRUSS e .n 8" CONCRETE BLOCK 2x4 AT 16" O.C. dx12 SHEET TITLE: F W U OW r - - r--------- ------ STRUCTURAL DETAILSLZ a--------- w ` < LINE OF CEILING REVISIONS/SUBMITTALS: DATE: PROJECT NUMBER: 1280.00 2 - 2x12 AT 24" O.C. m PROJECT ARCHITECT: ---------------------- N. RINELLA DRAWN BY. W.E 8" CONCRETE BLOCK WALL (E) CONCRETE BLOCK WALL I c7 s-6 ENTRY CANOPY a ENTRY LOBBY AGENCY SUBMITTAL DATE: a'-s" <'-e" B LZ n ISSUED FOR BIDS: d I 10'-2" u 1 ISSUED FOR CONSTRUCTION: d I 20'-4" AGENCY APPROVALS: _ S NOTED SHEET NUMBER 4 S-5 Al 3/8"=l'-O" ROOF SECTION All 1 3/8":T-0" ROOF SECTION THRU ENTRY WE393 WE}91 ,c 7a 77 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 111 MISC/DRAWING$/NAC/ S-6. WG 70- 23-_ 7 5 34 PM z A r a 7 1 R 9 I 1n 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 p 4'-6- GENERAL NOTES '50 ; 6�Q 'AA 3/8' DIA. x 6- LAG 5/8" DIA. BOLT 2x4 BLOCKING EACH 4x4 EQ- `e �Iti �FR (,V%- �I2 N.T.S. ► It - z 4 d d a d • f - M - - 4x4 AT 8" O.C. U t , ^' d• • d • • d• • d 4x8 4x8 + 1 -- I 2x8 2x6 SHAPED WITH 5/8" DIA. ANCHOR BOLT •• ° AT 4'-0" O.C. - WITH 5 8 DIA. SIMPSON HU48 \� / " Ir. '• SIMPSON A35 CLIP EACH RAFTER INVERTED - \ ti ANCHOR BOLT \ 4' . _ LET -IN TO 2x6 A 2PER MIN. 2x8 ' 4 - /5 WITH /3 xOAT 12' O.C. 6 - 86 a SIMPSON LUP24 a JOIST HANGER \ T.O.M. = 15'-4' 1'-8- 1'-4' OR 1'-8" SECTION SEE DETAIL c 4x4 \ � PLAN SECTION " 12 12 - LET -IN BOLTS AND STRAP TO 2x6 B . - 3/4" 2x6 2 6" K7 T.O.W. = 10'-8" - F S-1 1/2" PLYWOOD SHEATHING yj3 TIES AT 12" O.C. ' NOTE: - ALL STEEL PARTS -CONNECTIONS, BEAM SEATS, \ T` LAGS, BOLTS, NAILS, ETC. BE HOT -DIPPED PLAN ABOVE - I ( I I GALVANIZED AFTER FABRICATION. I I II II II - ALL LUMBER TO BE CLEAR CEDER I I a iv II II I) II II 2x4 AT 24" O.C. 2 - STRAPS 1/4x2 1/2" P } --- i I------� '1 T I I 2x4 SHAPED BLOCKING SIMPSON A34 EACH RAFTER 3/4' 4x12 ., .. I 6" 6" WITH 2 - 5/8" DIA. BOLTS 6" , FINISH FLOOR ---------------------------------- --'-'- ----- ---------------------'-'-'- -----'-- Ir 1' FINISH FLOOR --11 -------------------' -- ------- ----------------------- '--- ----------------------------X---- - -- _,_;. M �_It ' , d I I• ° d I• d U K1 S-1 ---- I -4 I I I I I I I I I I I I I •,� I I -4 -d III —I I I i ---- I I—_ I —III ° a III- II II -+- -1 w— i r— -j 2x4 AT 24. O.C. 2 - 5/8" DIA. 3 SIDES 3/16 ANCHOR BOLT _ 3/16 /16 t • ,. - - a WITH SIMPSON LUP24 EACH END a �.. _ 2 - 5/8- DIA. BOLTS � II II I- — __—_ ?, BOLT WITH 5/8" DIA. ANCHOR BOLT / + a s 3' CLEAR I I i--------- = I I ^ +— I 1/4" BENT PLATE 16 1/4" PLATE I. L 1/4" PLATE a PLAN SECTION BELOW EACH �WAY EACH WAY OA BEAM SEAT BO STRUT CONNECTION 3'-0" SD. ELEVATION SEE PLAN 1'-4' DIA. K1 1/211-r-0" WALL DETAIL A K4 r°=r-0" PEDESTAL DETAIL K7 1"=1'-0" CONCRETE COLUMN DETAIL K11 1"=1'-0" ROOF SECTION THRU CANOPY K14 1"=1'-0" WINDOW EYE —BROW DETAIL AT EXISTING ENTRANCE ,,, „�,23 �T,2. AT WEST WALL „�,2, K420 412 SHAPED F '� LET -IN STRAP AND BOLTS INTO 2x8 / 1 1/2" I 4• 1 1/2" RIDGE STRAP I bz3 EACH SIDE '6 . I..: 4 - 5/8" DIA. BOLTS I,- .L IMPM/ -- II II II } + + I + - + - __ 4x4 ;South Coast Dristrib'C-Of-T100 PLAN SEE DETAIL BELOW L D 4x12 2x8 CONCRETE a I ?#7�ASIMPSON WNP412dPB�t°t�� 1 LOWER CHORD OF TRUSS BLOCK WALL I HANGER __-- _-+ i i _-' EFFECTIVE Date: ---------j `--------- IL-------- — — — — — — — --- 2 - 2x4 - 5 4x4 CITY OF NEWPORT BEACH �a 4x6 - STRAP 1 /ax3 } SIMPSON A35 _ l 7 APPROVAL IN COfiCEPT NO. EACH SIDE GRIND EACH SID This project Conferms to all appiisaNe planning regulations ELEVATION 1/2" DIA. BOLTS 5/8' DIA. BOLTS WITH 11 - 5/SBODIA_LTS and po' ','°.,ir,i50tOntNsdata. 1 6' I a" ,r , 01 1/2" AT za" D.C. -+�+ I =-- _-- "saeFFcl ,r:.- "to weuydfor canstiuctionpurposes. No I ' 2 -PLATE 1/4" x z 1/2" i � ' � � � ' b,.lii_�•�I�t �>:. � • •:�.�� - ;�aL6�+ until approval is received from WITH 2 - 5/8" DIA. BOLTS 3/16 �_ + +n CENTERLINES i TO INTERSECT - �'1`� - - + - — - +-- x 2 402 DB G21;latll _. ',.,:::%;E GCm!nISSIOn. in �-� .Plkisi I E i IJT w O�?�,� 402 I I I% 4e„ L �� f�v Date:�� y of d PLATE 3/8' x 3 1/2" WITH 2 - 5/8" DIA. BOLTS OPTIONAL 8- 4" "I "I 1 1 2 � SPLICE G1 G4 G7 ,"=,'-o" ENTRY TRUSS BRACE DETAILS G11 1"=r-o" TRUSS DETAIL u w 390 4 Q I 27-4" I 3x10 AT 24' O.C. N.T.S. I TAYLOR & ASSOCIATES I 1/2" PLYWOOD SHEATHING. I txfi TONGUE AND GROOVE 1x6 TONGUE AND GROOVE REFER TO �— 1x6 TONGUE AND GROOV 2220 UNIVERSITY DRIVE, SUITE 200 1/4 3 NEWPORT BEACH, CALIFORNIA 92660 0 714.574.1325 FAX 714.574.1338 I I I I 1•-•>. - - 8d AT 4" O.C., TYP. - ARCHITECTURE AND INTERIOR DESIGN �i ii ii _--- II II II II I- �—' II II I'll I 3x8 3/8- PLYWOOD II II 11 II I I u I I WITH 5/8" DIA. ANCHOR BOLT AT 24" O.C. COUNTERSINK 2x4 AT 16" O.C. ED A S �C CONSULTANT: I a W o 2 - j5 FOLLOW SLOPE 2x4 WITH I6d AT 4" O.C. MEMBER r S TO INTERSECT G�� 'R I A� jT�,`` Q "C C %'7 E FULL HEIGHT 2x10 :o AT 24' D.C. a ' +' �` i " No. 702 AND BOTTOM 3/16 a — E 4x6 O 6" 6" (� ' Y •% 7CJ H ,� * i t-7j102� �' EN 12/31/00 ' FILL SPACE WITH DRYPACK o GROUT AT SLOPE I N (DO NOT EXTEND BELOW 2x10 RAFTERS ON EXTERIOR) �_ �, 3/4" DIA BOLTS ��9TF � � � Q AFTER INSTALLATION It - - -- -- N 3-11`�90�� )F `�PO�= CA C (E) ROOF -� CA`\E N PROJECT: + I D +-- - + ----- NEWPORT AQUATIC CENTER LU 'o - m - - + + WORKING POINT T ONE WHFTECI IFFS DRIVE, NEWPORT BEACH, CA 92663 W + + SIMPSON CCOB SIMPSON cc --- + + PHASE II EXPANSION C) z 0 co a _ #5 AT 24' O.C. EACH WAY + _+ =O d PLAN PLATE 1/2" x 10 7/2" x 1'-0' 8R CONCRETE BLOCK WALL - (E) CONCRETE BLOCK WALL -I f — — T T — — f — Tf Tr-1 •_ SHEET TITLE: u'S GROUT ALL CELLS 1 J_ — — , j- U U , I--LJ U O LU 2-BARS 7/8'x3. I r------- r------- STRUCTURAL DETAILS w IL Cr) p C a I 1/2" PLYWOOD REVISIONS/SUBMITTALS: DATE: PROJECT NUMBER: 4• q• 4• • 4• 2" g" 2" SIMPSON PAT23 ANCHOR I I AT 4'-0" O.C. I I 1280.00 I I I 2x 12 AT 24" O.C. ------'1- — — — — —— PROJECT ARCHITECT: I I SIMPSON LSTA30 AT EACH ANCHOR I I I N. RINELLA DRAWN W.E BY: K7 I I AGENCY SUBMITTAL DATE: B + + + + + 2-95 I ISSUED FOR BIDS: rr -_ I r 7/8- DIA. BOLT LZ ISSUED FOR CONSTRUCTION: SET IN 1 1/2" HOLE I STRAP 1/4"x3" EACH SIDE IN NON -SHRINK GROUT 3/4' DIA. BOLTS a , AGENCY APPROVALS: WITH 4 - 3/4" DIA. BOLTS 5 16 SET IN 1 1/2- HOLE WITH NON -SHRINK GROUT " 2x12 BLOCKING AT ANCHOR Th NOTED 1/4" BENT PLATE (E) WALL 2x12 WITH 5/8' DIA. ANCHOR BOLT SHEET NUMBER: PLATE 1/2' x 6 1/2" x 1'-0' - AT 24' O.C. A ELEVATION S-6 AlFR_ r ZT-on OOF TO WALL CONNECTION DETAIL A6 111=r-o�� WALL SECTION AT ENTRY ROOF A11 1":r-o" HEEL DETAIL INTERSECTION OF GRIDLINES 4 AND J 1386 n 1 i ,rc193 — I I I I 1 1 17 8 ` 9 MISC/DR AWI NOS /NAC/... 5-6.DWG 11-05-97 3:22 PM ALI IL I 17 J STATE OF CALIFORNIA THE RESOURCES AGENCY PETE WILSON, Governor CALIFORNIA COASTAL COMMISSION SOUTH COAST AREA Q/ -w PO Box 1450 200 Oceangate, loth Floor !/ LONG BEACH, CA 90802-4416 (562) 590.5071 ' AMENDMENT TO COASTAL DEVELOPMENT PERMIT DATE: February 5, 1998 Permit No: 6-84-786-A2 L� Z issued to: City Of Newport Beach/Newport Aquatic Center; for Construction of an 18,228 sq. ft. aquatic training and recreational facility to include a multipurpose meeting room and a two bedroom apartment on the second level. at North Star Beach Adjacent To Upper Newport Bay, Newport Beach (Orange County) has been amended to include the following changes: redesign entrance way, office and multipurpose room resulting in a reduction of the approved 18,228 sq. ft. facility to 18,162 sq.ft. Elimination of the second level. This project is subject to special conditions on the original permit which remain in effect. This amendment was determined by the Executive Director to be immaterial, was duly noticed, and no objections were received. This amendment will become effective upon return of a signed copy of this form to the South Coast Area office. Please note that the original permit conditions are still in effect. Sincerely, PETER M. DOUGLAS )&ccutiv,eDii recto By: STEVE 4 S Orange County Area Supervisor ACKNOWLEDGMENT: I have read and understand the above amendment and agree to be bound by its conditions and the remaining conditions of Permit No: 5-84-786-A2. Date: Signature: dt CALIFORNIA COASTAL COMMISSION a Planning Commission Meeting September 6, 1984 Agenda Item No. CITY OF NEWPORT BEACH T0: Planning Commission FROM: Planning Department SUBJECT: A. Traffic Study (Continued Public Hearing) Request to consider a traffic study so as to permit the construction of a multi=use Aquatic Center in the Unclassified District. F B. Use Permit No. 3104 (Continued Public Hearing) Request to permit the construction of a multi -use Aquatic Center in the Unclassified District which includes indoor boat storage, an indoor exercise room, coordinator apartment, locker rooms, weight training room, multi -purpose assembly room, boat workshop, and related off-street parking spaces. The proposal also includes a request to construct the proposed building at a height of 20 feet and the acceptance of an en- vironmental document. LOCATION: A portion of Lot 165, Irvine's Subdivision, located at 420 North Star Lane on the northerly side of North Star Lane, easterly of White Cliffs Drive, in Westcliff. ZONE: Unclassified APPLICANTS: City of Newport Beach and the Newport Beach Aquatic Center, Newport Beach OWNERS: City of Newport Beach and the County of Orange Applications The applicants have requested approval of a Traffic Study and a Use Permit to allow construction of a 18,226 gross square 'foot Aquatic Recreation Center in the Unclassified District. A Traffic Study is required by any development of 10,000 square feet or more. Procedures for acceptance of a Traffic Study are contained in Chapter 15.40 of the Municipal Code. A Use Permit is required of any development in the Unclassified District. The use permit is required to establish all development standards, including building height limits, building site area required and yards required. In this case, the use permit is required to establish the Aquatic Center use, including height and building setbacks. Use Permit procedures are contained in Chapter TO: Planning Commission -2. 20.80 of the Municipal Code. Also requested is the acceptance of the environmental document. Background On July 19, 1984, the Planning Commission held a public hearing on the proposed Newport Aquatic Center. After a presentation of the project by the applicant and public testimony, the public hearing was con- tinued to allow review of the project by the Parks, Beaches, and Recreation Commission, and also to allow the applicant time to review the project with adjacent community associations and interested homeowners. At the August 7,, 1984 meeting of the Parks, Beaches and Recreation Commission the applicant proposed a revision to the origi- nal project, reducing the project from 61,270 sq.ft. to approximately 20,000 sq.ft. The Parks, Beaches, and Recreation Commission then passed a motion to indicate to the Planning Commission support of the proposed Newport Aquatic Center (see Attachment No. 3). . The applicant has submitted revised plans for the Newport Aquatic Center reducing the project• in size and scope by approximately two-thirds. Following is a complete description and analysis of the revised project. Additionally, issues raised at the previous public hearing are discussed. Environmental Significance In accordance with the California Environmental Quality Act (CEQA), the "State CEQA Guidelines" (Guidelines) and City Policy K-3, an Initial Study was prepared for the original project. Based upon the information contained in the Initial Study, the City's Environmental Affairs Committee determined that the project will not create any significant adverse environmental effect and a Negative Declaration was prepared. As previously indicated, the proposed project has been reduced in size and scope. Since the new project is within the parameters of the original project, the Initial Study prepared is adequate for the new proposal. Staff has provided within this report revised information pertaining to the facility usage and traffic generation characteristics of the proposed project. Please bring to the meeting the copy of the Initial Study distribution with the July 19, 1984 staff report. A copy of the Mitigated Negative Declaration is attached. Conformance with the General Plan and the Local Coastal Program Land Use Plan The Land Use Element of the Newport Beach General Plan designates the site for "Recreational and Environmental Open Space" use. Included in this land use category are major parks, wildlife 'refuges, golf courses, bluffs, canyons and beaches. These areas are intended to be used predominantly for publicly -owned facilities and open space, or privately -owned facilities of a recreation or open space nature which TO: Planning Commission -3. are open to public use. The proposed project is consistent with the designation. The Recreation and Open Space Element shows the site as a public beach. This element of the General Plan is currently being revised, and the current draft indicates that North Star Beach should be developed with an Aquatic Sports Center. The Local Coastal Program, Land Use Plan designates the project site for "Recreational and Environmental Open Space", consistent with the General Plan Land Use Element. Uses which are considered compatible with this designation are the same as those outlined in the Land Use Element. The proposed project.is consistent with -this designation. Subject Property and Surrounding Land Use The proposed project involves a 9.3 acre site commonly referred to as North Staf Beach. The site 'is located northerly of North Star 'Lane and northwesterly of White Cliffs Drive in .the Dover Shores area of Newport Beach. The site is a tidelands area jointly owned by the City of Newport Beach and the County of Orange and was created by the placement of dredge spoils from the' establishment of the Dover Shores channels adjacent to North Star Lane, Evening Star Lane and Morning Star Lane. Southerly. of the project, across North Star Lane, are single family residences. To the west and north, along the bluff top, are single family residences. To the east is Upper Newport Bay and•• the Upper Newport Bay Ecological Reserve. . Lease of City Property The Charter of the City of Newport Beach addresses the'leasing of City property in Section 420. Contracts, Restrictions and Section 1402. Water Front Property. These Charter provisions require any lease or extension thereof in excess of twenty-five '(25)'years or any -lease of water -front property be.approved by the majority of qualified electors at a general or special municipal election. Consistency with this requirement, the lease of North -Star Beach to ,allow a non-profit corporation to construct, at no.cost.to the City, an Aquatic Center for human ,powered craft and related' activities 'was proposed in the June, 1982 Municipal Election, and approved by 67% majority. Subsequent to the lease approval by the voters, a draft lease was prepared by the City Attorney's office for the Tidelands Affairs - Committee. ' This lease, which must be executed by both the City of Newport Beach and the' County of Orange,• will address the 'precise area to be leased, the Facility Management Plan and all financial and liability .concerns 'relative to- the project. Financial resporisibil- ities and 'liabilities are 'subjects pertinent to the 'lease of the property and are the responsibility of the City Council. These items are not subjects, usually reviewed in the context of a use permit except :as they relate to -the specific design of the "structure or operational characteristics of the facility. Subsequenf•to* approval of All' necessary permits, the lease will be finalized and* executed by the City Council and County Board of Supervisors. TO: Planning Commission -4. Analysis The project is jointly proposed by the City of Newport Beach Parks, Beaches and Recreation Department (landowner) and Newport Beach Aquatic Center, Inc. (proponent). Newport Beach Aquatic Center, Inc. is a private, non-profit corporation formed for the purpose of raising funds for the construction and maintenance of the Aquatic Center facility. The Aquatic Center proposed will, if approved, contain a wide variety of recreational facilities designed to provide for the needs of all levels of athletes in a comprehensive human -power boating program, as outlined below: Building Facilities Boat Storage 6,720 sq.ft. Boat Workshop 808 sq.ft. Men's and Women's Lockers 2,560 sq.ft. Lobby 672 sq.ft. Multi -purpose Room 1,688 sq.ft. Coordinator Apartment 1,052 sq.ft. Weight Training 1,920 sq.ft. Offices, Restrooms and other support facilities 2,808 sq.ft. Total Structural Area: 18,228 sq.ft. The specific requests relative to these proposed uses are analyzed below: Traffic Study Approval of a Traffic Study has been requested for the purpose of issuance of building and grading permits in conjunction with the construction of the proposed project. The Traffic Study was prepared in accordance with Chapter 15,40 of the Newport Beach Municipal Code and City Policy S-1. This particular project is unique in than a typical "per square foot" traffic generation rate is not applicable. The analysis contained in the Traffic Study was based on conceptual characteristics of the project as originally proposed,. This analysis indicated that no intersections affected by the proposed project by more the 1% would have an Intersection Capacity Utilization of more than 0.90. Since the revised project represents a reduction from the original proposal, it will also comply with the requirements of the Traffic Phasing Ordinance. Access and Circulation Access to and from the site will be achieved via a driveway from North Star Lane at the intersection of White Cliff Drive. The location of the driveway on the most •westerly part of North Star Lane will minimize the impact project -related traffic will have on the residences along that street. The City Traffic Engineer has reviewed the proposed parking lot layout- and the on -site circulation system, and has no'comment on•the pattern proposed. TO: Planning Commission -5. Roadway Capacity The trip making characteristics of the project have been developed on the assumption that the majority of the traffic would enter Westcliff Drive from Dover Drive and continue on Polaris Drive to North Star Lane. Alternate routes using Polaris Drive, Santiago Drive, Mariners Drive and Irvine Avenue are possible. The impacts of project related traffic will occur primarily on North Star Lane, Polaris Drive and Westcliff Drive. These impacts are important note in terms of the residents' perception of the increase in traffic. From a capacity standpoint, these roadways can accommodate 5,000 daily trips. The following chart illustrates that the project traffic volume can be accommodated with the existing available roadway capaci- ty. There will, however, be a perceptible increase in the daily traffic volumes oft the westerly portion of North Star Lane and, to a lesser extent, on Polaris Drive and Westcliff Drive. TRAFFIC DEMANDS Existing Exist. Project Project Daily Daily Daily % Location Traffic Traffic Traffic Increase North Star Lane Polaris Drive to Site 2501. 333 586 133% Polaris Drive North Star Lane to Santiago Drive 6032. 283 886 47% Westcliff Drive Santiago Drive to Dover Drive 25562' 283 2839 11% 1. Estimated by Traffic Modelling 2. Actual counts, August, 1984 Use Permit No. 3104 Approval of a Use Permit has been requested to allow establishment of the Aquatic Center use on the North Star Beach site which is in the Unclassified Zoning District. Any lawful use of land is permitted in the Unclassified District subject to this 'approval. As previously indicated, the general use of this site for an Aquatic Center has been the subject of approval by the electors in a Municipal Election. The ballot measure approved generally described the use of the site for an Aquatic Center and supportive uses, but did not specifically describe the uses shown in the use permit application such as the locker area, boat workshop, coordinator apartment, or weight room. Any use re- quested in this application which is not deemed a use "supportive" of an•aquatic sports center should not be approved as part of this application. TO: Planning Commission -6. Proposed Development Standards Since the project is in the Unclassified District, there are no development standards established to evaluate the proposed project. The Unclassified District states the "building heights, building site area required and yards required shall be as specified in the Use Permit". The following development standards have been proposed for the project: Standard Proposed Project Site Area Floor Area Height Setbacks North Star Lane Bluff Bay (proposed bulkhead) Parking 9.3 Acres 18,228 Sq.Ft. (0.04 Far) 20 feet 420 feet to building 270 feet (west) 420 feet (north) 100 feet 63 spaces Parking The proposed project will provide a total of 63 parking spaces. Due to the unique nature of the proposed facility, there are no readily applicable parking standards by which to evaluate the parking demand. The applicant has indicated that the revised project will have a peak static use of no more than 60 persons. Assuming a vehicle occupancy rate of 1.5 persons, 40 parking spaces would be required. The proposed parking supply appears adequate to accommodate the peak demand. The City Traffic Engineer has reviewed the proposed parking lot layout and has no comment. Building Site Area The area of North Star Beach, including tidelands and uplands areas, is 9.3 acres. The floor area ratio for the project is 0.04 Staff has no objection to the proposal on the basis of building site area. Building Setbacks The building setbacks as shown on the proposed site plan are 420 feet from North Star Lane, 100 feet from the proposed bulkhead, 270 feet from the toe of bluff to the west, and 420 feet from the toe of bluff to the north. These establish the building approximately in the middle of the site. Staff has no objection to the building location as proposed. Building Height The building height proposed is a maximum 20 feet for structure and appurtenances. There is no specified height limit in the Unclassified District, but is to be established in the Use Permit. The surrounding area is in the R-1 District, and the 24/28 Foot Height Limitation District. TO: Planning Commission -7. The maximum height of the proposed structure is 20 feet. Areas of the building at this height is the approximate 1,200 square feet of the second floor corridor and coordinator apartment. The balance of the structure is one story and 16 feet in height. The project as redesigned will have no impact on existing views. THe only public view in the vicinity of the project site is Galaxy View Park. This park does not overlook the project site, and construction of the project will not affect views from this public park. There are several residences along Polaris Drive and Galaxy Drive which overlook the project site. Most of these homes on the bluff are significantly above the elevation of the project, and will not experience any view obstruction. Residences near the intersection of White Cliffs Drive which are at a•lower elevation will also experience no view ob- struction, '. due to the lowered height of the structure and the in- crease Bay side setback (increased from 8 feet to 100 feet). Aquatic Center Uses As previously described, the Newport Beach Aquatic Center' will provide a comprehensive, human -powered boating program for all levels of athlete from novice to elite. The structure designed for the program includes facilities for a wide variety of activities which may be defined as "supportive" of the aquatic center use. The operational characteristic's and program facilities are discussed'in detail below: Programs The facility will house a number of programs geared to participants in the various human -powered boating classes, -such as Kayak, Outrigger, Rowing and Recreational Boating, These 'are divided into the Advance Individually,Monitored group and the Public Instruc- tional Programs. The Multi -purpose room will be provided for team meetings, boating classes and - stretching and warm-up exercises. Other potential programs include Youth Day Camps and Boat Clubs. Zt•:Us also anticipated that various recreation programs offered by the City Parks, Beaches, and Recreation Department will use the facilities. The applicant has indicated that the revised proeect will •provide facilities for a maximum 250 daily users'. Hours of Operation The conceptual operational characteristics illus- trated in the Initial Study show the hours of operation .to be from 6:00 a.m. to 10:00 p.m, daily, both summer, and winter. Early morning programs are only for advanced programs and are not anticipated to involve more than 30 participants at. a'time. Evening programs will involve classes and meetings. No outdoor programs will occur after the hour of 6:30 p.m. Boat Storage The boat storage area with adjacent areas for paddle and oar storage constitute approximately 37% of the total structural area of' the building. This area is 16 feet in' height (15 Moot clear inside)- and -is divided into three separate storage bays. 'The storage facility is designed to allow for security of the various boats'stored there, as well as giving accommodation to the various types of boats, which will make use of the facility. Storage'bay one will provide storage for approximately ten outrigger canoes. Storage bay two'tSill provide storage for. canoes and kayaks. These boats range from 17 to 36-feet in length and are 18 to 22 inches wide. It is -estimated that a rri t t TO- Planning Commission -B. maximum of 100 boats could be stored in this bay. Storage bay three will be designed to accommodate recreational and competition rowing boats. It is estimated that 5 eight man and 30 single sculls will be stored in this bay. Additionally, each bay will•accommodate instruc- tional equipment such as rowing and paddling tanks. Boat Workshop The facility includes a boat workshop area. The primary purpose of this area is. to allow minor repairs to boats to occur on site. -The project proponent has indicated that fiberglass repair of boats may occur in this area. This facility will conform to the operational hours of the Aquatic Center, and no new boat fabrica- tion will occur on site. Locker Area Complete locker and shower facilities for both men and women are included as part of the proposed development. Multi -purpose Assembly Area A multi -purpose assembly room has been proposed as part.of the facility, which will accommodate a maximum 112 persons. This room will include folding partitions to convert the room to smaller meeting rooms. It is anticipated that these rooms wili be used for team meetings, boating classes and municipal and community functions. Weight Room A weight room is proposed as part of the training facil- ities of the Aquatic Center. This area is to be used only by.program participants, and will not be available for indeperident weight•train- ing programs. Coordinator Apartment A coordinator/caretaker apartment is proposed as part of the project, due to two primary concerns relative to the project. 1) Programs at the facility 'will commence at an early morning hour and "continue until the late evening. It is advisable, since the provision•of an on -site program coordinator will help assure that all activities are conducted in an appropriate manner; 2) a great deal of valuable equipment will be stored- in the facility. The security of the relatively remote site will be increased- by the presence of staff 24 hours a•day. Staff has included conditions which will require the presence of an on=site coordinator at all times. Additionally, this coordinator(s) should be subject to the approval of the Newport Beach Parks, Beaches, and Recreation Department. Parking Facilities As indicated previously, the facility will provide 63 total parking spaces. Of these, 37 spaces are within the Aquatic Center security gates and 26 are outside and -gates and will be avail- able to users of North Star Beach at any time. Provision of open parking areas is consistent with the provision of public access facilities for the beach area. It, is anticipated that the primary users of this open parking would be fishermen who current- ly use North Star Beach during the late night and early morning hours Provision of this open parking area should; as a result, reduce demand for on -street parking on North Star Lane. It is.therefore, recommend- ed that the parking plan be approved as proposed. ,.A ram TO: Planning Commission -9. The Dover Shores Community Association has indicated in a letter dated August.24, 1984, that it is preferable to the association to have all parking spaces secured by a gate and closed at the our of 10:00 p.m. Staff has no objection to this alternate proposal so long as public parking and access to the beach is maintained along North Star Lane. The development plan for the Aquatid Center shows no area specifically for the -storage of boat trailers. If trailers are stored on the site, it is possible that a significant number of parking spaces could be occupied by these trailers, It is therefore recommended that if parking/storage of •boat trailers occurs on -site, additional parking areas for this use be required. The parking facilities are proposed to be lighted.. Staff has included language which will require the parking lot lighting to be designed in such a manner as to conceal the light source and to minimize light spillage and glare to the adjacent residential, uses. Additionally, the parking lot lighting shall be turned off -no later than 10:30 p.m. On any day, and that timing devices be install and maintained to eisure that the lights are turned off at 10:30 p.m. Outdoor Public Address System The previous project included a request for an outdoor public•address• system. This -request has been withdrawn by the applicant. Public Restrooms The supporting material for the ballot measure approved in June, 1982' allowing the twenty-five year lease of the property indicated that public restrooms.would•be provided as part of ALrhhhiii��-e proposed project. Consistent with this, staff recommends that the uatic Center restroom facility be available to members of the g neral public during the center's hours of operation. Issues During the public hearing 'on. the. project conducted by ,the Planning Commission and the Parks, Beaches, and Recreation Commission, various issues were raised, and are discussed'below: 1. Lease Provisions Many questions have been raised regarding the nature of the lease and the city's control over the use of the property. The lease as currently proposed, will lease the site for the aquatic center use: Several comments have been received to limit the land lease to the Aquatic Center area only, and not the entire site. While this, is not'a concern ••relative to the use permit, staff is aware of the concern and will bring this concern to the City Council during. the lease negotiations. 2. Public Use of,F•acilities A concern has been raised regarding the public use of the site. All programs of the Aquatic Center will be available TO: Planning Commission -10. to members of the general public. These will be available only on a program basis. That is, classes and programs offered will be open for registration. Occasional use facilities are not proposed as part of the program. It is currently anticipated that the Aquatic Center programs will be handled through recreation programs registration of the Parks, Beaches and Recreation Department. In this way, through class participant limits, the 250 person limit on daily users will be controlled. 3. Alternate Sites several persons have indicated that a preferred location for the Newport Aquatic Center is across the bay on Shellmaker Island. Staff has contacted Carl Wilcox of the California Department of Fish and Game, and this alternate site is within the Upper Bay Ecological Reserve. No new facilities of this nature will be permitted in this area. Addition- ally, the Management Plan for the UMBER requires the exist- ing facilities to be phased out of this location. 4. Community Relations The Dover Shores Community Association has indicated an interest in participating on any design review and program design committee. It is not typical for a requirement of this nature to be included in a use permit, and is perhaps best included in the lease provisions. However, this has been made a condition of approval in that the Association and the Applicant have agreed to this participation. 5. Trailering of Boats Several comments have been received regarding the adequacy of the local street system to accommodate the trailering of the longer boats (4 man kayaks and 8 man shells). The Public Works Department has indicated that the street system can accommodate these trailers. Additional concerns have been raised concerning the frequency of boat trailering through the area. The Applicants have provided the follow- ing information. Once all boats are placed on the site, the major boat moving will occur during the competition season for each class. Outrigger canoes are moved approximately ten times during the months of June through September. Boats used for rowing will be trailered ten times per year during the Winter and Spring. Kayaks are moved five times per year during the Winter and Spring. Staff has included a condition in Exhibit "A" limiting trailering hours to 9:00 a.m. to 4:00 p.m., in order to avoid unnecessary noise impacts on the neighborhood, as well as traffic conflicts at peak hours. TO: Planning Commission -11. Conclusion and Recommendation The proposed structure and uses proposed are consistent with the concept of a Aquatic Sports Center, and the development standards proposed are consistent with other development in Newport Beach. Staff, therefore, recommends approval of the Traffic Study and Use Permit No. 3104, and the acceptance of the environmental document. Should the Planning Commission concur with this recommendation, Findings and Conditions of Approval are attached as Exhibit "A". Should the Planning Commission desire to deny the project, Findings for Denial are attached as Exhibit "B". PLANNING DEPARTMENT JAMES D. HEWICKER, Director By Pa4(;C4dt ) Patricia Temple, Environmental Coordinator PT:tn UP24 Attachments: Exhibit "A" Exhibit "B" August 7, 1984 P.B.& R. Commission minutes Letters of Opposition and Support Negative Declaration APPLICATION FOR ` ROVAL IN CONCEPT""' CITY OFNEWPORT CH F APPROVAL IN CONCEPT BY THE CITY OF NEWPORT BEACH - As required for permit application to the California Coastal Commission pursuant to California Administrative Code, Section 13210 and 13211. t // 'I - Property Address:! W k�,L t Tr � T Drive. Ale t C �or-r a.r • G.A. In U General Description of Proposed Development: T�z 40, ar..n C low` s k y 1I.1 Z VSl it re e t,a in_.r'\'_(. L • Legal Description: Zone: yy Annlirant- -I^�.. t,v.aa»�.. i�r.. �. -.r 4— �%•u n. r'4 i�.L,. .. 1 ,.IJKIt ..._I Ibt (I11, c•t rat Applicant's Mailing Address: .. a G s t.(.t rr f L CA. Cl',1663 Applicant's Telephone Number: L7 3 i )`7 DO NOT COMPLETE APPLICATION BELOW THIS LINE The I have reviewed the plans for the foregoing development including: and find 1. The general site plan, including any roads and public access to the shoreline. 2. The grading plan, if any. 3. The general uses and intensity of use proposed for each part of the area covered in the application; They comply with the current adopted City of Newport Beach General Plan, Zoning Ordinance, Subdivision Ordinance, and any applicable specific or precise plans or • That a been approved and is final A copy of any variance, site plan review, resubdivision, use permit, or other issued permit is attached together with all conditions of approval and all approved plans including approved tentative tract maps. On the basis of this finding, these plans are approved in concept, and said approval has been written upon site plans, signed and dated. Should this City adopt an ordinance deleting, amending, or adding to the Zoning Ordinance or other regulations in any manner that would affect the use of the property or the design of a project located thereon, this approval in concept shall become null and void as of the effective date of this said ordinance. In accordance with the California Environmental Quality Act of 1970, and state and local guidelines adopted thereunder, this development: • Has received a final Exemption Declaration or final Negative Declaration (copy attached). X Has been determined to be ministerial or categorically exempt. /•� Has received a final Environmental Impact Report (copy Attached). All discretionary approval legally required of this City prior to issuance of a building permit have been given and are final. The development is not subject to rejection in principal by this City unless a substantial change in it is proposed. This concept approval in no way excuses the applicant from complying with all applicable policies, ordinances, codes, and regulations of this City. Date: l.) / ?- 5F 7 PLANNING DEPARTMENT Attachments: PATRICIA TEMPLE, Director NOTE: No building permit will be issued until approval is received frot, F:\PLANNING\USERS\FORMS4APRLCONP.DOC �' �"� I✓/ "P�1D DEC 0 51997 CITY OF NEWPORT BEACH ti rL