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HomeMy WebLinkAboutP_5268_SJOHN WAYNE ~ AIRPORT 5?<'() -%<;-C' CITY OF COSTA MESA '1'¥,<) us 01' VICTORIA ST §;' _J (Il CITY OF IRVINE 17TH sr oc: 0 (Il oc: <( I VICINITY MAP __ PROJECT LOCATIONS NOT TO SCALE SYMBOL LEGEND • POWER POLE ABBREVIATIONS Osco SANITARY SEWER CLEANOUT AC ASPHALT CONCRETE QSMH SANITARY SEWER MANHOLE DIP DUCTILE IRON PIPE tJ> FIRE HYDRANT VCP VITRIFIED CLAY PIPE I WM WATER METER BOX & SERVICE RWV RESILIENT WEDGE VALVE □GM FE FLANGED END GAS METER MJ MECHANICAL JOINT ----------@----VALVE NTS NOT TO SCALE POWER POLE ANCHOR RT RING TIGHT 6 MONUMENT STL STEEL I -x-x-x-FENCE ABAND ABANDONED BLOCKWALL IP&T IRON PIPE AND TAG eJ MON MONUMENT TREE CATV CABLE TV O{J SHRUBBERY OWY DRIVEWAY .LLL Lll. .La .LLt:.... ASPHALT PAVEMENT co CLEANOU T (SEWER) : : : I[ ! I I[ : : ::::: :;;:: BRICKWALK ARV AIR RELIEF VALVE I • ··.·.•.·.• I CONCRETE B/APPR BACK OF ALLEY APP ROACH ~LLL,::'/ / / / Lj EV ELECTRICAL VALVE BUILDING SW SIDEWALK ----EXISTING CONSTRUCTION WWF WELDED WIRE FABRIC UN\VERSITi -----PROPERTY LINE MLCCSP MORTAR LINED CEMENT COATED STEEL PIPE NEW CONSTRUCTION RCSCP REINFORCED CONCRETE STEEL CYLINDER PIPE ---1----CENTERLINE ~ 4"A.C. CORING INFORMATION ____ 5 ____ SEWIER LIN E MCWD MESA CONSOLIDATED WATER DISTRICT -----W-----WATER LINE ---G---GAS LINE --E--POWER LINE -T TELEPHONE LINE -CATV-CABLEVISION LINE -SP--SPRI NKLER SYSTEM :a: STREET LIGH T -0-SIGN ~ =1 GARAGE OPENING L I WINDOW * SPRINKLER EMERGENCY TELEPHONE NUMBERS DAY CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY AT&T CITY OF NEWPORT BEACH (MOD) ORANGE COUNTY SANITATION DISTRICT TIME WARNER CABLE UNDERGROUND SERVICE ALERT MESA CONSOLIDATED WATER DISTRICT (800)-427 -2200 (800)-611-1911 611 (949)-644-3011 (714)-962-2411 (714 )-338-2060 (800)-422-4133 (949)-574-1000 NIGHT (800)-427-2200 (800)-611-191 1 611 (949)-644-3717 (714)-388-2000 (800)-422-4133 (949)-631-1200 PUBLIC WORKS DEPARTMENT GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION," 2015 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITYS STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 4. P.C.C. SHALL BE CLASS 560-C-3250. 5. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFlCA TIONS SHALL BE CALLED TO THE IMMEDIATE ATTENTION OF THE ENGINEER. FAILURE TO DO SO SHALL PLACE RESPONSIBILITY ON THE CONTRACTOR FOR CORRECTION. 6. PROPOSED IMPROVEMENTS SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS. 7. ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS, OR VICE-VERSA, SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATED AND CALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO THE DRAWINGS AND SPECIF/CATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 8. ALL TREES SHALL BE PROTECTED IN PLACE UNLESS OTHERWISE NOTED. FOR TREE ISSUES, CONTACT CITY ARBORIST, JOHN NELSON, 949-644-3197. 2021-2022 PLAYGROUND IMPROVEMENTS 9. ALL BASE MATERIAL SHALL BE COMPACTED TO 95 PERCENT RELATIVE COMPACTION. PROJECT NO. 22P01 CONTRACT NO. 8716-1 APPROVED: --===;;;;;~;ffl~~~~~;;;;;;~--~--DATE: ______ _ PEPI IP( P'i'l'D I Cl IV ENGINEER R.C.E. Nu. 5156!f ::::: PACIFIC COAST HIGHWAY 1. WEST NEWPORT PARK AT ORANGE ST. 2. WEST NEWPORT PARK AT TENNIS COURTS LOCATION MAPS NOT TO SCALE PLAYGROUND LOCATION CONSTRUCTION NOTES ® PROTECT IN PLACE. 0 REMOVE EXISTING PLAY EQUI PMENT AND APPURTENANCES. CONTRACTOR SHALL RETURN ALL PLAY PANELS TO THE RECREATION AND SENIOR SERVICES DEPARTMENT (BRASON ALEXANDER 949-644-3150). ALL OTHER COMPONENTS SHALL BE DISPOSED OFF BY CONTRACTOR. ® REMOVE EXISTING WEAR COURSE AND CUSHION LAYER, INCLUDING TURNDOWN. 0 REMOVE EXISTING CONCRETE SUBBASE LAYER. 0 REMOVE EXISTING SAND AND SAVE FOR REUSE. 0 REMOVE EXISTING DRINKING FOUNTAIN . ® REMOVE EXISTING CONCRETE SIDEWALK PANELS. r:;'\ CONSTRUCT 4-INCH THICK CONCRETE PER CITY STANDARD DRAIMNG NO. 180, AS DIRECTED BY \J ENGINEER. CONCRETE CONTACT JOINTS AND DOWELING OF NEW CONCRETE TO EXISTING CONCRETE SHALL BE PER CITY STANDARD DRAWING NO. 108.TIURNDOWN SHALL BE CONSTRUCTED AT ALL EXPOSED EDGES PER DETAIL C ON SHEET 6. @coNSTRUCT 3.5-INCH THICK CUSHION LAYER AND 0.5-INCH THICK WEAR COURSE INCLUDING TURNDOWN, PER MATERIAL AND COLOR LEGEND, HEREON, AND DETAILS ON SHEET 6. ® INSTALL NEW PLAY EQUIPMENT PER MANUFACTIURER'S SPECIFICATIONS AND CONTRACT DOCUMENTS. PLAY EQUIPMENT BY LANDSCAPE STRUCTURES CONTACT: COAST RECREATION, GREGG ROGERS (949-633-11 BO). @ REPLACE EXISTING DRINKING FOUNTAIN. SEE DRINKING FOUNTAIN DETAIL ON SHEET 5. @ REPLACE CONCRETE SIDEWALK PANELS PER CITY STANDARD DRAWING NO. 180. ,r,;;,, PLACE, SPREAD, AND LEVEL REMOVED SAND. SAND LAYER SHALL REACH THE SPECIFIED HEIGHT AS V3 NOTED ON THE PLAY EQUIPMENT OR A MINIMUM OF 18 INCHES TH ICK. SHEET INDEX IT] TITILE SHEET IT] WEST NEIWORT PARKS (ORANGE ST. & TENNIS COURTS) DEMOLITION PLAN [}J WEST NEIWORT PARK AT ORANGE STREET PLAY EQUIPMENT DETAIL [TI WEST NEIWORT PARK AT TENNIS COURTS PLAY EQUIPMENT DETAIL [}] WEST NEIWORT PARKS (ORANGE ST. & TENNIS COURTS) CONSTRUCTION PLAN [}] DETAILS n CL E V 0 u 0 C-8716-1 s APPROVAL RECOMMENDED BY: LAURA TWEILER DIRECTOR RECREATION AND SENIOR SERVICES DEPARTMENT OA TE '-/ • Q.J • -Z -z_ 0 REVIEWED BY: (~.,,,___~_TO_M ~~ND .._,..R~, P.E-. -TITL2;21 ~~!=ET ASSISTA~R DATE '-f • .2.2... ;u,.u_ PLAYGROUND IMPROVEMENTS ,_DE_si_GN_ED~K~c ,_DR_AWN_c=L__, CITY OF NEWPORT BEACH ,__P_-_5_2_6_8_-S__.~· CHECKED DATE KC 23 MAR 2022 PUBLIC WORKS DEPARTMENT SHEET 1 OF 6 P-5268-S 2 6 C-8716-1 WEST NEWPORT PARKS (ORANGE ST. & TENNIS COURTS) N N TOTALS SAND: N91 SF RUBBER SURFACE: ~1780 SF CONCRETE SUBBASE: N960 SF i • / ' ( • V , ' ' r \ \ / <;\ ~c::::= ----~_;:___ ---=- 1. WEST NEWPORT PARK AT ORANGE ST. NOT TO SCALE RECORD DRAWINGS 2 3 ~750 SF These Record Drawings have been prepared based on information submitted, in part. by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated Into these plans as a result. P (E) BENCH ,.: :;-.· .. :-~ ...... . . •· .. ,-:·.~; .··'•- TOTALS SAND: N530 SF RUBBER SURFACE: N750 SF CONCRETE SUBBASE: ~400 SF CONCRETE PANELS: N245 SF 2. WEST NEWPORT PARK AT TENNIS COURTS NOT TO SCALE DEMOLITION NOTES ® PROTECT IN PLACE. (i) REMOVE EXISTING PLAY EQUIPMENT AND APPURTENANCES. CONTRACTOR SHALL RETURN ALL PLAY PANELS TO THE RECREATION AND SENIOR SERVICES DEPARTMENT (BRASON ALEXANDER 949-644-3150). ALL OTHER COMPONENTS SHALL BE DISPOSED OFF BY CONTRACTOR. ® REMOVE EXISTING WEAR COURSE AND CUSHION LAYER, INCLUDING TURNDOWN. @ REMOVE EXISTING CONCRETE SUBBASE LA YER 0 REMOVE EXISTING SAND AND SA VE FOR REUSE ® REMOVE EXISTING DRINKING FOUNTAIN. ® REMOVE EXISllNG CONCRETE SIDEWALK PANELS. SEE TITLE SHEET FOR APPROVAL SIGNATURES DATE BY DEMOLITION PLANS I .c L u u u u L C DESCRIPTION APP'D. DESIGNED KC DRAWN CL CITY OF NEWPORT BEACH 1---~-~----------~--+c=HE=c=KE=D--'-=t~DA=TE~---, 1-------F REVISIONS KC 23 MAR 2022 PUBLIC WORKS DEPARTMENT SHEET OF P-5268-S 3 6 C-8176-1 N 91'-10" 40' ACCESSIBLE -ELEVATED -BELT BRIDGE -POD CLIMBER -DOUBLE WAVE SLIDE MARBLE HANDHOLD W/ FISH TOTAL ELEVATED PLAY COMPONENTS 8 RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part. by others. While this information is believed to be reliable, City of Newport Beach is not responsible for Its accuracy, nor for errors or omissions which may have been incorporated Into these plans as a result. 174018 BEL'J SEAT ' W /PROGUARD CHAI 8' BEAM' HEIGHT ./174018 221292 5" ARCH SWING 221293 5" ARCH SWING ,r-..::-,-,DDITIONAL BAY /BELT SEAT W/PROGUARD CHAINS (,8' BEAM HEIGHT 17401 3,135 SQFT TOTAL 1,193 SQFT PIP 1,942 SQFT SAND ACCESSIBLE -GROUND LEVEL -BELT SWING -E-POD SEAT -ALPHAMAZE/ BONGO PANEL -ROCKER SEAT BELT SEAT.. 1 4018 W/PROGUARD G'HAIN BELT SEAT , ' ,' . . • / '· .. 8 BEAM ~EIGHT W/PROGUARD Cl'IAINS \ ,/ • • . ./ /cl' .B_E:_t,,M.. fltiG HT //><, I "'"'< _:-~ ; / /, i ./ / TlDAL WAV // I V , ' , \,*CPO 1 31-50 \ CTR FO B~/ICH;::IJMBER '10/STFF'·-POST . '• B 0I,1LY',,, ' B BL BARRIER i NEL ROCKER SEAT . . ' ALPHAMAZ;E/8.Q.l'JGO 0 PANEL -- ' PlayBooster® (5-12 years) Estimated manufacturing time: 6 weeks from the time of LSI order acceptance, or receipt of SkyWays release of fabrication form if applicable. . ' ' ' ' ·, ' AN$FE~ POINT 1 I / \ . MIRR\aR 825 / ,W LCOME (LSI PR 5-12 RIER /\PANEL ! ' ' \ • 'O i ., . ' ' *Cr1J0097 'HJ 'Jl<YWAY'J® -Ev::iLATE *CP00l822 I I\ J S l(Y'lv AYS® '/\/~I Slfa,MP El,IGlflEERED D=;A\A/ \~GS *CPJl'l-- PB Ul,IBR IJ, 10R RFACHCCJHRF ' PLAY STRUCTIJR[, Custom 0 TOTAL ELEVATED COMPONENTS ACCESSIBLE BY RAMP 0 REQUIRED 0 Max Fall Height: 96 inches TOTAL ELEVATED COMPONENTS ACCESSIBLE BY TRANSFER 4 REQUIRED 4 TOTAL ACCESSIBLE GROUND LEVEL COMPONENTS SHOWN 4 REQUIRED 3 TOTAL DIFFERENT TYPES OF GROUND LEVEL COMPONENTS 4 REQUIRED 4 N + West Newport Park -Orange Street Newport Beach, California 92660 Coast Recreation Gregg Rogers SYSTEM TYPE: PlayBooster DRAWING #: 1156789-01-04 Jlih landscape structures- THIS PLAY AREA & PLAY EQUIPMENT IS DESIGNED FOR AGES 5-12 YEARS UNLESS OTHERWISE NOTED ON PLAN. IT IS THE MANUFACTURERS OPINION THAT THIS PLAY AREA DOES CONFORM TO THE A.D.A. ACCESSIBILl1Y STANDARDS, ASSUMING AN ACCESSIBLE PROTECTIVE SURFACING IS PROVIDED, AS INDICATED, OR WITHIN THE ENTIRE USE ZONE. THIS CONCEPTUAL PLAN WAS BASED ON INFORMATION AVAILABLE TO US. PRIOR TO CONSTRUCTION, DITAILED SITE INFORMATION INCLUDING SITE DIMENSIONS, TOPOGRAPHY EXISTING UTILITIES, SOIL CONOITIONS, AND ORAINAGE SOLUTIONS SHOULO BE OBTAINED, EVALUATED, & UTILIZED IN THE FINAL DESIGN. PLEASE VERIFY ALL DIMENSIONS OF PLAY AREA, SIZE, ORIENTATION, AND LOCATION OF ALL EXISTING UTILITIES, EQUIPMENT, AND SITE FURNISHINGS PRIOR TO ORDERING. SLIDES SHOULD NOT FACE THE HOT AffiRNOON SUN. CHOOSE A PROTECTIVE SURFACING MATERIAL THAT HAS A CRITICAL HEIGHT VALUE TO MEET THE MAXIMUM FALL HEIGHT FOR THE EQUIPMENT (REF. ASTM F14ll7 STANDARD CONSUMER SAFElY PERFORMANCE SPECIFICATION FOR PLAYGROUND EQUIPMENT FOR PUBLIC USE, SECTION 8 CURRENT REY1SIDN). THE SUBSURFACE MUST BE WELL DRAINED. IF THE SOIL DOES NOT DRAIN NATURALLY IT MUST BE TILED DR SLOPED 1/8" TO 1/4" PER FOOT TD A STORM SEWER OR A "FRENCH DRAIN". ACCESSIBLE/PROTECTIVE SURFACING TO BE A COMBINATION OF UNITARY AND LOOSE FILL MATERIALS. IT IS THE MANUFACTURER'S OPINION AND INTENT THAT THE LAYOUT OF THESE COMPONENTS CONFORM WITH THE U.S. CONSUMER PRODUCT SAFE1Y COMMISSION'S (CPSC) "HANDBOOK FOR PUBLIC PLAYGROUND SAFETY". DESIGNED BY: CBA COPYRIGHT: 3/15/22 LANDSCAPE STRUCTURES, INC. 601 7th STREET SOUTH -P.O. BOX 198 DELANO, MINNESOTA 55328 PH: 1-800-328-0035 FAX: 1-763-972-6091 2/21/21 1156789-01 -03 SP 9/30/21 1156789-01 -02 SP 8/10/21 1156789-01 -01 SP Date Previous Drawing # Initials 180 MOD'l:2111 I~<> ()1)11 ·'II~ r T I F I r CertHled D' --~-~-----------~-~--------~-------------------1''"' / WEST NEWPORT PARK AT ORANGE ST. -PLAY EQUIPMENT DETAIL NOT TD SCALE SEE TITLE SHEET FOR APPROVAL SIGNATURES WEST NEWPORT PARK AT ORANGE STREET PLAY EQUIPMENT DETAILS _D_A_TE~_B_Y ~---DE_sc_R_IPTI_o_N _____ ~A_P_P'D_. ,_D_Es_1G_NE_D__.K=c_,_DR_Aw_N---"cL=--_j CITY OF NEWPORT BEACH REVISIONS CHECKED DATE KC 23 MAR 2022 PUBLIC WORKS DEPARTMENT SHEET Of P-5268-S PUBLIC WORKS DEPARTMENT CITY OF NEWPORT BEACH 4 6 C-8176-1 PLAY EQUIPMENT DETAILSWEST NEWPORT PARK AT TENNIS COURTS - PLAY EQUIPMENT DETAIL N WEST NEWPORT PARK AT TENNIS COURTS N ® P-5268-S 5 6 C-8716-1 WEST NEWPORT PARKS (ORANGE ST. & TENNIS COURTS) N N IU I c: CU'I r'.L.'.. IC>: '.·H<.LL tl CSI\Jl\'.·J U_L :J-; AL_ :C'!'U,-:RII.•~ -1 l!'T Hi•· J[ 'FCUIFFrJ f!LIFI Kc l!'~F-1 /..T '.:II JF ::;, -OFF"". FOJ-II1~ ~115 SF 7 ,/",• /'.'~'. ,.///t /' ~>;.,\·· / .. ::---.:.:·.:;;· /U/.:'".:: .. .. ,.-·:,:~· ;, ... ..... ,, .... '.'.'" · . .J ... : ,,.,-,;-.~-,~. ,,_,_...;·_ :-.:.· 2-'-T. ............ ~750 SF {:{t/lif ff'.\ '1;{/}:::~r I I 1. WEST NEWPORT PARK AT ORANGE ST. NOT TO SCALE IClc C □~IRA!'ICR SHALL tc ':E''.PIJ .c:; 3_E F:: F ,\L_ To/:,\Tc'JI./, Tl Ii.-l;li.'/ -W TC.IIRrn DUR •IC, ll"TAI LT :ii. DF 22c,_-cir---:~=z ::o:Jrn\~ 11 ~70 SF .--<7'.-;x}_~---r--·---~ ·,,.·'•;:<,:·':<>· ... ___ J___j 8 HD ~15 SF :-·:'.;, ·:.: ... : :. ~220 SF ~--,:~Q2at=-·· 8 HD ~10 SF I 8 HD ~30 SF ~285 SF 2. WEST NEWPORT PARK AT TENNIS COURTS NOT TO SCALE TOTALS SAND: ~960 SF RUBBER SURFACE: ~1200 SF (INCLUDES ~335 SF OF TURNDOWN SURFACING) HD RUBBER SURFACE: ~45 SF CONCRETE SUBBASE: ~90 SF TOTALS SAND: ~400 SF RUBBER SURFACE: ~990 SF (INCLUDES ~165 SF OF TURNDOWN SURFACING) HD RUBBER SURFACE: ~55 SF CONCRETE SUBBASE: ~530 SF CONCRETE PANELS: ~245 SF RECORD DRAWINGS CONSTRUCTION NOTES ® PROTECT IN PLACE. 0 CONSTRUCT 4-INCH THICK CONCRETE PER CITY STANDARD DRAWING NO. 180, AS DIRECTED BY ENGINEER. CONCRETE CONTACT JOINTS AND DOWELING OF NEW CONCRETE TO EXISTING CONCRETE SHALL BE PER CITY STANDARD DRAWING NO. 108. TURNDOWN SHALL BE CONSTRUCTED AT ALL EXPOSED EDGES PER DETAIL C ON SHEET 6. @coNSTRUCT 3.5-INCH THICK CUSHION LA YER AND 0.5-INCH THICK WEAR COURSE INCLUDING TURNDOWN, PER MATERIAL AND COLOR LEGEND, HEREON, AND DETAILS ON SHEET 6. ® INSTALL NEW PLAY EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS ANO CONTRACT DOCUMENTS. PLAY EQUIPMENT BY LANDSCAPE STRUCTURES CONTACT: COAST RECREAllON, GREGG ROGERS (949-633-1180). @ REPLACE EXISllNG DRINKING FOUNTAIN. SEE DRINKING FOUNTAIN DETAIL HEREON. @ REPLACE CONCRETE SIDEWALK PANELS PER CITY STANDARD DRAWING NO. 180. (.'::;,, PLACE, SPREAD, AND LEVEL REMOVED SAND. SAND LAYER SHALL REACH THE SPECIFIED HEIGHT AS ~ NOTED ON THE PLAY EQUIPMENT OR A MINIMUM OF 18 INCHES THICK. MATERIAL AND COLOR LEGEND @ STANDARD ORANGE 60%, BLACK 40% @ HIGH DENSITY THERMAL PLASTIC VULCANIZED WEAR COURSE STANDARD ORANGE 100% ELKA¥, SPECIFICATIONS Elkay Outdoor EZH2O Bottle Filling Station Bi-Level Pedestal with Pet Station Non-Filtered Non-RefriFerated I Model LK442DB 1UDB I MOUNTING INSTRUCTIONS and PLUMBING CONNECTIONS Provide solid, well-drained surface to mount pedeslal fountain {concrete pad recommended). Mount on a smooth, flat, finished surface with adequa1e support (300 lb. load minimum). Secure unit with (8) 3/8" minimum fasteners (not included). Refer to rough-in. Should be attached firmly to mounting surface in order to secure unit. Modified low stream height bubbler foc pet fountain. Locale and install plumbing through ground as required. NOTE: Unit is not furnished with service valve. Position pedestal over plumbing and secure base to fasteners. Remove access panels and connect supply and water lines. Turn on water supply and check for leaks. Reassemble acx:ess panels to pedestal. Trap and service stop not included. 010" (254mm) r 8 • 0 0.500" HOLES EQUALLY SPACED 0 TWO 012' BC, 01" (356mm) (2PL) FRONT & SIDE VIEWS 29" I J/16" 14- (37 1mm) (737mm) 0 OPERATING PRESSURES: Supp(y water 20 -105 psi maximum TOP VIEW 26" (660mm) 01011 t-- A 64" (1626mm) © 44" (11 18mm) 30" 'T~~F""~--, -l'-~ 0 -(2-0~mm) A = 318" 0.0. Unplaled copper tube connect. Shut off valve by others. B = Access panel(8" s 1 O"). C = Removable bottom cover. ,. ~~ ~ (254mm) - 19" 1~ >---i483mm) B !',.__A 1',..1.112" DRAIN 34_) 1116" mm) FICE GHT ~81 RI HEI 33-5/16" (847mm *27" (38mm) (686mm I ' ADA Requirement 0 10" (254mm) In keeping with our policy of continuing product improvemen!, Elkay reserves the right to change product specif/Cations without notice. Please visit elkay.com for the most current version of ~lkay product specifrcation sheets. Tflis specification descnDes an Elkay product with design, quality, and functional benefits to the user. When making a comparison of other producers' offerings, be certain these features are not overlooked. Elkay REV 02272020 LK4420BF1 UDB 1333 Butterfield Road, Suite 200 Downers Grove, IL60515 ©2020 Page 2 LK4420BF1 UDB_spec pdf L ______________________________________________________________________________________________________________________ _ DRINKING FOUNTAIN DETAIL NOT TO SCALE _&. 6/5/23 5/11/22 AS-BUILT ADDENDUM NO 1 KA KC SEE TITLE SHEET FOR APPROVAL SIGNATURES CONSTRUCTION PLANS These Record Drawings have been prepared based on Information submitted, In part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for Its occurocy, nor for errors or omissions which may hove been incorporated Into these plans as a result. NO DATE DESCRIPllON APP'D DESIGNED DRAWN KC CL CITY OF NEWPORT BEACH REVISIONS CHECKED KC DATE PUBLIC WORKS DEPARTMENT SHEET OF F 0 I .c C C ~ C P-5268-S 6 6 C-8716-1 DETAIL C - TURNDOWN TO SAND CONSTRUCTION TO EXISTING DETAIL D - FLUSH MOUNT CURB/SIDWALK/WALL SEAM LAP CONSTRUCTIONDETAIL A - POST EDGE INSTALLATION DETAIL B - POUR IN PLACE CONSTRUCTION TO NEW DETAIL E - FLUSH MOUNT PCC MOW CURB WEST NEWPORT PARKS (ORANGE ST. & TENNIS COURTS) NEW OR EXISTING BASE .5" WEAR COURSE N.T.S 0.5" WEAR COURSE 3.5" EW OR EXISTING POST ~~~1?JIN!JAf~R2JAPERED AT USHION LA YER g~c~bJr FOUNDATION USHION LAYER EX. CONCRETE URB EDGE 5.5" •, ' ~ ~ <, L~4-.. -P-.C-.C-. ~BA_S_E~------~-~ OR BASE TO MATCH EXISTING N.T.S RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part. by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated Into these plans as a result. 4" P.C.C. BASE MIN. LAP LENGTIH 12" '"""'""'~ .5" WEAR COURSE USHION LAYER N.T.S .5" 0.5" WEAR COURSE CUSHION LA YER 5.5" NOTES: SUBGRADE 1. MOW CURB SHALL BE CONSTIRUCTED l'illlH A 0.75" DEEP SCORE JOINT AT 10' O.C. N.T.S CONCRETE OW CURB 0.5" WEAR COURSE " P.C.C. BASE N.T.S DATE BY EW SAND SEE Till[ SHEET FOR APPROVAL SIGNATIJRES DETAILS F 0 I .c L u u u u L C DESCRIPTION APP'D, DESIGNED KC DRAWN CL CITY OF NEWPORT BEACH 1---~-~----------~--+==-'-'-'-I~~------, 1---------F REVISIONS CHECKED KC D~lEMAR 2022 PUBLIC WORKS DEPARTMENT SHEET OF