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HomeMy WebLinkAboutP_5267_SC'Af,1,,, :Oc, "'a ~ CITY OF COSTA MESA VICTORIA ST CITY OF IRVINE VICINITY MAP NOT TO SCALE SYMBOL LEGEND ---POWER POLE Osco SANITARY SEWER CLEANOUT QSMH SANITARY SEWER MANHOLE u> FIRE HYDRANT I \\'M WATER METER BOX & SERVICE □GM GAS METER --'-®----VALVE POWER POLE ANCHOR b, MONUMENT -x-x-x-FENCE BLOCKWALL @ TREE 00 SHRUBBERY .L.!L .L.!L ..LLL -LL£._ ASPHALT PAVEMENT ; ; ; I[ : II I : : : : :; :,: : : : : ; BRICK WALK I • I -.. _._ .... -CONCRETE r/C,////~/a BUILDING ----EXISTING CONSTRUCTION -----PROPERTY LINE PROJECT LOCATION ABBREVIATIONS AC ASPHALT CONCRETE DIP DUCTILE IRON PIPE VCP VITRIFIED CLAY PIPE RWY RESILIENT WEDGE VALVE FE FLANGED END MJ MECHANICAL JOINT NTS NOT TO SCALE RT RING TIGHf STL STEEL ABAND ABANDONED IP&T IRON PIPE AND TAG MON MONUMENT CATV CABLE TV DWY DRIVEWAY co CLEANOUT (SEWER) ARV AIR RELIEF VALVE B/APPR BACK OF ALLEY APPROACH EV ELECTRICAL VALVE SW SIDEWALK WWF WELDED WIRE FABRIC \JN\V[RS\1'/ MLCCSP MORTAR LINED CEMENT COATED STEEL PIPE NEW CONSTRUCTION RCSCP REINFORCED CONCRETE STEEL CYLINDER PIPE ___ <;_ ___ CEN !ERLINE ~4"A.C. CORING INFORM A llON ____ 5 ____ SEWER LINE MCWD MESA CONSOLIDATED WATER DISTRICT -----W-----WATER LINE ---G---GAS LINE --E--POWER LINE -T TELEPHONE LINE --CATV-CABLEVISION LINE -SP--SPRINKLER SYS fEM :a: STREET LIGHT -0-SIGN p-=I GARAGE OPENING I 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 PUBLIC WORKS ORANGE COUNTY SANITATION DISTRICT TIME WARNER CABLE UNDERGROUND SERVICE ALERT MESA CONSOLIDA fED WATER DISTRICT (80D)-427-2200 (800)-611-1911 611 ( 949 )-644-3311 (714)-962-2411 (714)-338-2060 (800)-422-4133 (949)-574-1000 NIGHT (800)-427-220D (800)-611-1911 611 (949)-644-3717 (714 )-388-2000 (800)-422-4133 (949)-631-1200 PUBLIC WORKS DEPARTMENT 2020-2021 PLAYGROUND IMPROVEMENTS BONITA CREEK PARK PROJEiCT NO. 21P01 CONTRACT NO. 7934-1 [) . l APPROVED: __ ri)~~)~/-=-~h~~jj~,~·~·-..... /J'-"'-·-L~A=-!---' _/ _______ DATE: 7!RECTOR OF PUBLIC WORKS R.C.E. NO. 47961 L I i1;J APPROVED: __ ___,_/_/,-1-1_'ffe1_Wi_. _ft/_(c__··..cJ_,_· -)4.,~_0_' __ • __________ DATE: D PUTY PWD I CITY ENGINEER R.C.E. NO. 51568 SA.LUO BC)NITA CREEK PARK LOCATION MAP NOT TO SCALE PLAYGROUND LOCATION 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 EDlnON ANO SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STA TED IN THE CITY'S 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 ANO 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 SPECIFICATIONS 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 ANO MATCH LINE ANO GRADE OF EXISTING IMPROVEMENTS. 7. ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN Tl-IE SPECIFICATIONS. OR VICE-VERSA, SHALL BE FURNISHED ANO PERFORMED AS THOUGH SPECIFICALLY INDICATED ANO CALLEO FOR IN BOTfl. ANY WORK NOT INSTALLED ACCORDING TO THE DRAWINGS AND SPECIFICATIONS DR ORDINANCES AND LAWS SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 8. ALL TREES SHALL BE PROTECTED IN PLACE UNLESS OTHERWISE NOTED. FOR rREE ISSUES, CONTACT CITY ARBORIST, JOHN NELSON. 949-644-3197. 9. ALL BASE MATERIAL SHALL BE COMPACTED TO 95 PERCENT RELATIVE COMPACTION. CONSTRUCTION NOTES ® PROTECT IN PLACE. CD REMOVE EXISTING PLAY EQUIPMENT ANO 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 OF BY CONTRACTOR. 0 REMOVE EXISTING WEAR COURSE AND CUSHION LAYER, INCLUDING TURNOOWN. 0 REMOVE EXISTING SOD ANO PREPARE FOR NEW 4-INCH THICK CONCRETE FLATWORK. PROTECT IN PLACE ALL NEARBY IRRIGATION LINES AND TREES. REROUTE IRRIGATION IF IN CONFLICT WITH NEW IMPROVEMENT. ADJUST EXISTING SPRINKLER HEADS AS NECESSARY TO PREVENT SPRAYING NEW NEW TABLE AREA. © CONSTRUCT 3.5-INCH THICK CUSHION LAYER ANO 0.5-INCH THICK WEAR COURSE PER MATERIAL ANO COLOR LEGEND AND DETAILS, HEREON. RUBBER TURNOOWN TD SAND, PER DETAILS ON SHEET 5. ® INSTALL NEW PLAY EQUIPMENT PER MANUFACTURER'S SPECIFICAIIONS AND CONIRACT DOCUMENTS. PLAY EQUIPMENT BY LANDSCAPE STRUCTURES CONTACT: COAST RECREATION, GREGG ROGERS (949-633-1180), SEE SHEET 3. REPAIR DAMAGED AREAS TO MATCH ADJACENT EXISTING SURFACE PER DETAILS. ® CONSTRUCT 4-INCH THICK REGULAR GRAY CONCRETE FLAT WORK PER CITY STANDARD DRAWING NO. 180. CONCRETE CONTACT JOINTS AND DOWELING OF NEW CONCRETE TO EXISTING CONCRETE SHALL ,' BE PER CITY STANDARD DRAWING NO. 108. u 0 FURNISH AND INSTALL NEW CONCRETE TABLE (ADA). PRODUCT SHALL BE MANUFACTURED BY QCP (MODEL NO. QR-42FC3-ADA WITH NATURAL FINISH COLOR). ® FURNISH ANO INSTALL NEW CONCRETE TABLE (STANDARD). PRODUCT SHALL BE MANUFACTURED BY QCP (MODEL NO. QR-42FC WITH NATURAL FINISH COLOR). ® REMOVE PORTION OF EXISTING CONCRETE WALL. DRY SAK THE EDGE OF THE REMAINING WALL TO PROVIDE A UNIFORM FINISH. CONTRACTOR TO CUT AND CAP EXISTING ELECTRICAL CONDUIT AND REMOVE UNNECESSARY APPURTENANCES. CONSTRUCT CONCRETE AND RUBBER TURNDOWN TO SAND, PER DETAILS ON SHEE f 5. @ REMOVE RUST AND PAINT EXISTING HAND RAILS TO MATCH EXISTING. @ REMOVE AND DISPOSE 12-INCHES OF EXISTING SANO. @ PLACE, SPREAD, ANO LEVEL CITY-SUPPLIED SAND PER CONTRACT DOCUMENTS. SAND LAYER SHALL REACH THE SPECIFIED HEIGHT AS NOTED ON THE PLAY EQUIPMENT OR A MINIMUM OF 18 INCHES THICK. @ INSTALL ROOT BARRIER. SEE SPECIFICATIONS FOR DETAILS. @ INSTALL 3/8-INCH EXPANSION JOINT MATERIAL PER CITY STANDARD NO. 180. @ PAINT 2-INCH CONTRASTING MARKING STRIPE ON EXISTING LOW-WALL. PAINT SHALL BE WATERBORNE TRAFFIC LINE, TYPE I (RAPID DRY), YELLOW, AND WITH GLASS BEADS. @ RECONSTRUCT EXISTING DAMAGED 4-INCH THICK CONCRETE. AS DIRECTED BY ENGINEER. SHEET INDEX QJ TITLE SHEET [ 2 I BONITA CREEK PARK DEMO/CONSTRUCTION PLANS [ 3] BONITA CREEK PARK -PLAY EQUIPMENT l__iJ COOL TOPPER FOOTING DESIGN @J DETAILS C-7934-1 TITLE SHEET 2020 -2021 [ C r ;;, ../) I a Cl I PLAYGROUND IMPROVEMENTS ;;;· ~ w ~-DR_A_W_N---+-------------~--------11,., KC KC CITY OF NEWPORT BEACH P-5267-S ;. -----+---~---' DESIGNED CHECKED DATE PT 10 JUN 2021 PUBLIC WORKS DEPARTMENT SHEET 1 OF 5 P-5267-S 2 5 C-7934-1 @ ~2,180 SF TOTAL HD GB 4 ~13 SF ~1,515 SF TOTAL 4' 4 GB HD ~22 SF \ \,_/.·'(INCLUDES ~255 SF TURNDOWN) v ®© @ \ / / •, ~·· 15 p 15 7 X <( -~. MATERIAL AND COLOR LEGEND K:J @STANDARD WEAR COURSE GREEN 60%, BLACK 40% @ HIGH DENSITY THERMAL PLASTIC VULCANIZED WEAR COURSE * NOTE TO CONTRACTOR: CONTRACTOR SUBDRAIN LOCATIONS/DEPTHS PRIOR TO TYPICAL. OF PLAY EQUIPMENT FOOTINGS, SHALL VERIFY INSTALLATION (E) LOW WALLS P TYP. P}--_Jr:=======~=r=f/f/f/f/=4 p (E) TREE TREE PROTECTION ZONE PER SHEET 5 (E) LIGHTS (E) SUBDRAIN* ~1,500 SF TOTAL (INCLUDES ~240 SF TURNDOWIN) 9 (E)_ LOW_l'l~~L ---AND LIGHT C',J· c,. " --~ ~465 SF " I •. b; TREE PROTECTION --------:~111----- {.. ~2,180 SF TOTAL " 1 ;®(E) TIREE l ZONE PER b=================="'========-L...8-t-L--ro SHEET 5 --------{ p )---- (E) LIGHTS CONSTRUCTION NOTES ® PROTECT IN PLACE. G) 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. 0 REMOVE EXISTING WEAR COURSE AND CUSHION LAYER, INCLUDING TURNDOWN. ~ REMOVE EXISTING SOD AND PREPARE FOR NEW 4-INCH CONCRETE FLATWORK. PROTECT IN PLACE ALL \:::.,I NEARBY IRRIGATION LINES AND TREES. REROUTE IRRIGATION IF IN CONFLICT WITH NEW IMPROVEMENT. ADJUST EXISTING SPRINKLER HEADS AS NECESSARY TO PREVENT SPRAYING NEW NEW TABLE AREA. 0 CONSTRUCT 3.5-INCH THICK CUSHION LAYER AND 0.5-INCH THICK WEAR COURSE PER MATERIAL AND COLOR LEGEND AND DETAILS, HEREON. RUBBER TURNDOWIN TO SAND, PER DETAILS ON SHEET 5. ® INSTALL NEW PLAY EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS AND CONTRACT DOCUMENTS. PLAY EQUIPMENT BY LANDSCAPE STRUCTURES CONTACT: COAST RECREATION, GREGG ROGERS (949-633-1180), SEE SHEET 3. REPAIR DAMAGED AREAS TO MATCH ADJACENT EXISTING SURFACE PER DET Al LS. I·. " ·<1·<1 • ".I ® CONSTRUCT 4-INCH THICK REGULAR GRAY CONCRETE FLAT WORK PER CITY STANDARD DRAWING NO. . . 180. CONCRETE CONTACT JOINTS AND DOWELING OF NEW CONCRETE TO EXISTING CONCRETE SHALL BE PER CITY STANDARD DRAWING NO. 108. 0 FURNISH AND INSTALL NEW CONCRETE TABLE (ADA). PRODUCT SHALL BE MANUFACTURED BY QCP (MODEL NO. QR-42FC3-ADA WITH NATURAL FINISH COLOR). ® FURNISH AND INSTALL NEW CONCRETE TABLE (STANDARD). PRODUCT SHALL BE MANUFACTURED BY QCP (MODEL NO. QR-42FC WITH NATURAL FINISH COLOR). jJ~fft.lilf ® REMOVE PORTION OF EXISTING CONCRETE WALL. DRY SAK THE EDGE OF THE REMAINING WALL TO 1/fflrt~,JII PROVIDE A UNIFORM FINISH. CONTRACTOR TO CUT AND CAP EXISTING ELECTRICAL CONDUIT AND REMOVE UNNECESSARY APPURTENANCES. CONSTRUCT CONCRETE AND RUBBER TURNDOWIN TO SAND, PER DETAILS ON SHEET 5. @ REMOVE RUST AND PAINT EXISTING HAND RAILS TO MATCH EXISTING. @ REMOVE AND DISPOSE 12-INCHES OF EXISTING SAND. @ PLACE, SPREAD, AND LEVEL CITY-SUPPLIED SAND PER CONTRACT DOCUMENTS. SAND LA YIER SHALL REACH THE SPECIFIED HEIGHT AS NOTED ON THE PLAY EQUIPMENT OR A MINIMUM OF 18 INCHES THICK. @INSTALL ROOT BARRIER. SEE SPECIFICATIONS FOR DETAILS. G3) INSTALL 3/8-INCH EXPANSION JOINT MATERIAL PER CITY STANDARD NO 180. @ PAINT 2-INCH CONTRASTING MARKING STRIPE ON EXISTING LOW-WALL. PAINT SHALL BE WATERBORNE TRAFFIC LINE, TYPE I (RAPID DRY), YELLOW, AND WITH GLASS BEADS. @ RECONSTRUCT EXISTING DAMAGED 4-INCH THICK CONCRETE, AS DIRECTED BY ENGINEER. ,~P (E) TREE ,;-·,.-, ' . . ____ j_ p (E) LOW WALL, TYP. 3 p (E) IRRIGATION LINES BONITA CREEK PARK CONSTRUCTION PLAN BONITA CREEK PARK DEMOLITION PLAN SCALE 1" = 10' SCALE 1" = 10' REVIEWED BY: BONITA CREEK PARK TOM SANDEFUR, P.E. DEMO/ CONSTRUCTION PLANS ASSISTANT CITY ENGINEER DATE DATE BY DESCRIPTION APP'D. DESIGNED DRAWN CITY OF NEWPORT BEACH KC KC REVISIONS CHECKED DATE PT 10 JUN 2021 PUBLIC WORKS DEPARTMENT SHEET OF I ::, C C ~ C DRAWING #: SYSTEM TYPE: ACCESSIBLE ROUTE OF TRAVEL TRANSFER POINT 45'-6" 57'-6" (E) ACCESS RAMP STAIRS 57'-6" ACCESSIBLE/PROTECTIVE (POURED-IN-PLACE SUGGESTED) SURFACING AREA OF LOOSE FILL PROTECTIVE (SAND PROPOSED) SURFACING AREA OF 5" ARCH SWING 221293 ADDITIONAL BAY 176038 8' BEAM HEIGHT W/TENDERTUFF CHAINS FULL BUCKET SEAT 174018 8' BEAM HEIGHT W/TENDERTUFF CHAINS BELT SEAT 174018 8' BEAM HEIGHT W/TENDERTUFF CHAINS BELT SEAT 222708 WHOOSHWINDER Max Fall Height: 51 inches Max Fall Height: 96 inches 111363 TALK TUBE DIRECT BURY -111362 TALK TUBE 40' TUBING KIT 8" RISE KICKPLATE (T.K.P.1) QTY. ( ) 6"/8" RISE KICKPLATE (K.P.1) QTY. ( ) 8" RISE KICKPLATE (T.K.P.1) QTY. ( ) 6"/8" RISE KICKPLATE (K.P.1) QTY. ( ) -111812 HEADFORM SET 136488 INTEGRATED COOL TOPPER FULL SAIL60"BURY ON POST IS NOT IPEMA CERTIFIED NOTE: THE COOLTOPPER FULL SAIL 114665 42" ARCH BRIDGE 123331 DOUBLE SLIDE SLIDEWINDER2 124863 RECYCLED WOOD-GRAIN 169319 LUMBER PANEL 116246 32" STEP LADDER173566 KALEIDOSPIN PANEL@ GRADE MODULE TRANSFER 184354 LEFT PB 2-5 YRS MINI SUMMIT CLIMBER 153076 TRANSFER POINT RECYCLED WOOD-GRAIN 169319 LUMBER PANEL OPTIGEAR PANEL 173564 @ GRADE 169318 WOOD PLANK WIGGLE LADDER 182503 WELCOME SIGN (LSI PROVIDED) 2-5 YEARS 182503 WELCOME SIGN (LSI PROVIDED) 5-12 YEARS MODULE TRANSFER 152911 LEFT 111363 TALK TUBE DIRECT BURY 5" ARCH SWING 221292 176038 8' BEAM HEIGHT W/TENDERTUFF CHAINS FULL BUCKET SEAT 114665 42" ARCH BRIDGE 136488INTEGRATED COOL TOPPER FULL SAIL60"BURY ON POST IS NOT IPEMA CERTIFIED NOTE: THE COOLTOPPER FULL SAIL 207581 THE ASCENT ROCK LOOP POLE W/RECYCLED 172665 WOOD-GRAINHANDHOLDS 169317 FIREPOLE W/RECYCLED WOOD-GRAIN HANDHOLDS 130390 DOUBLE SWOOSH SLIDE RECYCLED WOOD-GRAIN 169319 LUMBER PANEL RECYCLEDWOOD-GRAIN 169319 LUMBER PANEL STEEL END PANELS W/BARRIERS &DECK LINK 152907 ONE STEP PLAYSTRUCTURE 120818 SEAT PLAYSTRUCTURE 120818 SEAT 219509 GEOPLEX CLIMBER (BELOW DECK) (BELOW DECK) LOG STACK CLIMBER 183193 W/WOOD-GRAIN HANDHOLDS 115253 HOLE PANEL(BELOW DECK) P-5267-S 3 5 C-7934-1 2-5 AGE TOTAL [L[VAT[D PLAY COMPON[NTS 0 0 TOTA.L ELEVATED COM::iONE\JTS ACCESSIBLE BY RA vi P 0 TOTAL ELEVATED COM::iONE\JTS ACCESSIBLE BY TRA\JS=-ER L TOTAL ACCESSIBLE CRCUND LEVEL COMPO\JENTS SHOViN 3 TOTAL DIFFERENT TYPES OF GROU\JD _EVEL CCMPONENTS 3 REQUIRED 0 REQUIRED 3 RFQUIR=-n 2 RFQU I RFll 3 PlayBooster® (2-5 years) // / /// '///// , / / --,--------- BONITA CREEK PARK-PLAY EQUIPMENT NOT TO SCALE 48 PlayBaaster® (5-12 years) Bonita Creek Park Newport Beach, CA 1144 SC.FT. 2162 SQ.FT. 5-12 i',GE TOTAL [L[VAT[C PLAY COMPON=I\ TS 8 TOTAL ELEV/IJEC COMPONEN-S A.CCESSIBLE BY RAMP n u REQUIRED TOTAL ELEVATEC COM PON EN-S A.CC ESSIB LE BY TRANSFER 5 REQUIRED TOTAL ACCESSIBLE GROLND _EVEL COf~::iONENTS SI-OWi\ 3 RFQUIRFll TOTAL CIFFERE\JT TYPES o=-GROUND LEVEL COMPONENTS 3 RFQUIRFll Coast Recreation, Inc. Gregg Rogers DATE BY PlayBooster 1139389-01-03 DESCRIPTION REVISIONS 0 4 3 3 APP'D. Jlih landscape structurer 11111-Pi.At ~·~"ll,l;,~ .. ~'l'~ ~~~\, CE~ 1 11 IED ; :J. u,,~,w '" {t ~~ IPTI~~ ~ %REAS P.~efP,. ,· --I re ploy compore'ts icenffid cc ~hi:; plw ore I:::"/A ccrtif::::c. (1-rlcss moc::: 1ur-,Jcr is :irececec ~:'th • :1 The use cod layout a" hese C0'"'1Jonenb co·lforn lo lhe 'ec:ui'er"'ents of /1.STM -1487. T:i ve•'iy procud cP.rtifirnfon vi ,,it www.·pe1a.o'g T -ilS rLAY .AREi'. & rLAY couIr~ cl\T IS DES GNED FCR AGES 2-12 YEARS U~_ESS OTHERWISE NO-ED ON "LJ\N. T IS -f-c MANUFe.C Tl,RERS OPINICN Tf-1\T TH" FIAY AR"A OOFS ~CNFJRM rn I Hf A.ILA. .4C(:~SSIHII Iv SIA~ JAR ;s, ASSUlvllNG A\ .A.: C [SSIO L[ P,OT[CTIV: SJ-lfAC IN~ s lRQV l)t_], AS l~J CAI l8. o, WII I IIN I I I N 11111 l. SI /C~ TH s CO\Jc:::::iru,,;_ ::,LAN WAS BASEC ON INFC:;:~,iATION AVAIL.A3LE TC us. PRIO~ TO COl\'.:i RUC I O\J, Ull/,lllll SI ll I\J-O--i'.\-1,\IICN INC LUCI NG S -E JIME\JSIONS, rn::ioGRAP-W EXISTING JTIL -IES, SOIL CJND-ONS, AND DRHAS: SCI L -ICI"' SI OUI rJ OF onTAl~-n. -vA ,JAff1, & UTILIZED N THE FIAL DESIG~. P _:}-.SE VER I FY AU JIMl:_NSICr-.lS Uf I-' LAY t'J~ =-•"-·, SILi:_, Uill:_N All:_:N, ANLl _CCATION o=-.t..LL EX STING UTILITl:S, EQJIFt,ENT, 1\\JJ s l f-LRNISH NG'.:: PR U--i'. I 0 CRU,RINc. SL 81:_S S ICUL; ,OT FAC: Tl [ I OT Anrn,ooN SU\J. CHOOS::: A FROTECTIVE SLRFAC ~,G MA-:::R AL THAT H/\5 /', CRITC/\1 W Gf-T V/\I UF -o MFF-TH' l1IAXIMUM "ALL H' GW 'OR THE EQJIPM 0 NT (,EF ASH•I F1L87 STANJARD CONSUl,1ER SA=-ETY rERFOR~,"c E srEC IF c,1-I0N FCR r:u,v::;iOUND LQLW\ILN I /JI/ PJJLIC USL, SLC 110\J d CU mLN R"V S 0\) TH' SIJRS .. ,FA.C:F MUST RF \V=-1 I D=xAINED. I" THE SCI_ JOES ~OT DRAIN ~rU,AL.Y IT MUST 0[ TIL[C o, s_::::P=o • /8" TO 1/4" PU FJ::::T TO A s-o,M SEWER Oi .t>. "FR:::N:::: f---DRA N". ACCESS B LE/PRO-ECTIVE SURFACING TO 0[ "· COMO IN.ATION OF UNITARY .A~C _COS[ FILL IVATrnl.ALS. DESIGNEJ BY: CBA C O"YRIGHT: L/30/21 LANJSCAP[ srnuc-uRcs, N:. 601 7\1 :::CTRTT SOUTH -P.O. BOX '•;:is DEL/\.NO, M N\JESOT.bs 55328 l'H: , -tilJC•-jL.'.)-00..5!=1 f-l,X --/C.5-9/2-CCS1 3/2/21 '1.J938'J-01-C7 CBA 8/28/21 • 1.19,189 01 c· C~A Date Previous Drawing # Initials ISO 14001:2018 CEFTIFIED REVIEWED BY: BONITA CREEK PARK TOM SANDEFUR. P.E. ASSISTANT CITY ENGINEER PLAY EQUIPMENT DATE DRA\lrN DESIGNED CITY OF NEWPORT BEACH KC KC CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET PT 10 JUN 2021 OF I ::, u· ~ C ,,-, P-5267-S 4 5 C-7934-1 Structural Notes Work Scope Structural work scope presented in this drawing is limited to the design of the 5" DIA. steel posts for the Coo!Toppers, as well as the associated concrete footings . Structural design is limited to wind and seismic loads only. Building Code Used For Design 2019 California Bui lding Code (20 19 CBC) Load Criter ia 1. Wind Load per Specifications 2019 CBC (ASCE 7-!6): Basic Wind Speed 95 mph (Ultimate Wind Speed) Building Exposure "C" Risk Category II 2. Seismic Criteria per 2019 CBC (ASCE 7-16): (no geotech report performed) S,"= 1.108 Sui = 0.593 Site Class D Risk Category II Seismic Design Categoty D 3. Structural calculations based on Landscape Structures drawing (Drawing # I ! 39389-01-02) dated 03-02-202 ! . Structural Steel 1. Steel pipes shall meet the requirements of AS TM A500 Grade B (F, = 42 ksi). 2. Steel members arc designed per the "Steel Construction Manual" Fifteenth Edition. Concrete l. Cast-in-place, and existing concrete strength is assumed to be r, = 3000 psi, nonnal weight, m1mmum. 2. Concrete designed per ACI 318-14. Reinforcing Steel 1. Minimum Strength, Fy = 60 ksi. 2. 3" minimum cover. Soi l 1. The lateral soil bearing pressure is assumed to be p = 100 psf/ft. 2. The soil bearing pressure is assumed to be cr = 1500 psf. I I I I I I I I \ \ / I \ " / / -- 123331 DOUBLE SLIDE / __ _/ / / 136488 INTEGRATED COOL TOPPER FULL SAIL 6D"BURY ON POST -------"' -r;{_-------------" ✓ ✓---------------"--/'j 1693 19 ;<l 15307 6 MINI SUMMIT CLIMBER 48 , C/ 1 S100 RECYC LED -......... WOOD-GRAIN 116246 '-- LUMBER PANEL 32., STEP " 173566 LADDER " KALEIDOSPIN PANEL (11-+HI \ @rnME \ 1693 19 RECYCLED WOOD-GRAIN ( LUMBER PANEL TRANSFER 0 0INT 184354 LEFT TRANSFER MODULE PB 2-5 YRS \ \ I I I / I -~------~ / "' / " / " \ \ I I 1529 11 LEFT TRANSFER MODULE \___ I I \ I I / I ) 172665 LOOP POLE W/RECYCLED WOOD-GRAIN HANDHOLDS ( 152907 DECK LINK W/BARRIERS & STEEL END PANELS ONE STEP I 169317 ( FIREPOLE W/RECYCLED \ WOOD-GRAIN ) HANDHOLDS TRANSFER POINT 24 32 40 21 9509 GEOPLEX CLIMBER 169319 CYCLED WO -GRAIN LUMBE PANEL 130390 DOUBLE SWOOSH SLIDE "' "' " " \ \ \ \ ------------1--/'j 1/ 1 S100 I I I \ \ NOTE THE COOLTOPPER FULL SAIL IS NOT IPEMA CERTIFIED 173564 _.,1693 18 OPTIGEAR PANEL WOOD PLANK @ GRADE WIGGLE LADDER / I I I I 207581 I I 72 I 2 169319 RECYCLED WOOD-GRAIN LUMBER PANEL I I I " LH 124863 _.,...., SLIDEWINDER2 , ~ - t;;' ___________________________________ /~ / I I / COOL TOPPER ~~~5 YEARS) PLAN .l'-------------17'-5"------------__,, , , , , , L--------------- *!';h,ulA An<"I othAr Pl:,y Structure Eleme11ts (By Others) 5" DIA. x 0.120" THK. Steel Post (9) #5 Bars. Each Way. Top and Bottom , , , , ' ------------~-----~·---------~ I--------- \ I I I : I 'F-""'""'""'""'1 3"' Clear Well-drained Crushed *** Stone and Sand (By others) SECTION N.T.S. / - / / I I I I \ \ \ \ \ " THE ASCENT ROCK l " 222708 WHOOSHWINDER " ' - \~ □□ 115253 HOLE PANEL (BELOW DECK) 11466 4 2 " CH IJ---1,\---I " DGE I 1208 18 YSTRUCTUR! ~. I SEAT , (BELOW DECKj ~~~'3 I 120818 1 • I 183193 { \ PLAYSTRUCTUR~ -t{JG STACK CLIMBER I I I I I I~ SEAT W/WOOD-GRAIN (BELOW DECK) HAND HOLDS I ' " ~-------------------------------; __ ;;:.; I 36488 / INTEGRATED COOL TOPPER FU LL SAIL / 60"BURY ON POST / NOTE: THE COOLTOPPER FULL SAIL / IS NOT IPEMA CERT!~ ______ -_,, / _,, COOL TOPPER (5-12 YEARS) PLAN N.T.S. NOTES TO CONTRACTOR: SHEET SH ALL NOT COMPONENTS. * THIS EQUIPMENT BE SEE USED TO SHEET REFERENCE 3. PLAY ** FINAL FINISHING *** WELL-DRAINED FOOTING SHALL BE SURF ACE SHALL CRUSHED STONE COMP ACTED TO BE PER SHEET 2 AND SAND BELOW 95%. 2021 Larson Engineering, Inc. All rights reserved. REVIEWED BY: BONITA CREEK PARK -COOL TOPPER FOOTING TOM SANDEFUR, P.E. ASSISTANT CITY ENGINEER DATE NOT TO SCALE DATE BY DESCRIPTION APP'□. DESIGNED DRAWN KC KC REVISIONS CHECKED DATE PT 10 JUN 2021 Ill Q) <( ~= ... .Q 0 a, E ..c D. Q) .:J. Ill (.) Q) Ill C1l ~ c( Q) (0 0 ai 0 +"' ,._ 11) a. 0 ~ a. 0.. C 0 5 o!::: Q) mo z 0 0 03/24/2021 No. Date Description Project#: 11210201 Drawn by: OJC Checked by: KTS Sheet Title: Foundation Plan S1 00 BONITA CREEK PARK COOL TOPPER FOOTING CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET OF P-5267-S PUBLIC WORKS DEPARTMENT CITY OF NEWPORT BEACH 5 5 C-7934-1 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 DETAILS BONITA CREEK PARK