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HomeMy WebLinkAboutP_5233_SJOHN WAYNE .>J' AIRPORT CITY OF COSTA MESA VICTORIA ST VICINITY MAP NOT TO SCALE SYMBOL LEGEND °" 0 CD ~ :r: /) C;,,~ ~uc J' 0. 1' CITY OF IRVINE \JN\VERSl1'1 •-POWER POLE ABBREVIATIONS Osco SANITARY SEWER CLEANOUT AC ASPHALT CONCRETE QSMH SANITARY SEWER MANHOLE DIP DUCTILE IRON PIPE Yi 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 ------0-VALVE NTS NOT TO SCALE E-----POWER POLE ANCHOR RT RING TIGHT D, MONUMENT STL STEEL -x-x --x-FENCE ABAND ABANDONED BLOCKWALL IP&T IRON PIPE AND TAG ~ MON MONUMENT TREE CATV CABLE TV 00 SHRUBBERY DWY DRIVEWAY L/L LU. LLL _LLL ASPHALT PAVEMENT co CLEANOUT (SEWER) iii""" : : : : : : ::, : ::, : BRICK WALK ARV AIR RELIEF VAL VE I--_ I CONCRETE B/APPR BACK OF ALLEY APPROACH ~ / L!'L/ / L,t'/ ~ EV ELECTRICAL VAL VE BUILDING SW SIDEWALK ----EXISTING CONSTRUCTION WWF WELDED WIRE FABRIC -----PROPERTY LINE MLCCSP MORTAR LINED CEMENT COATED STEEL PIPE NEW CONSTRUCTION RCSCP REINFORCED CONCRETE STEEL CYLINDER PIPE --l.--CENTERLINE ~ 4"A.C. CORING INFORMATION ____ 5 ____ SEWER LINE MCWD MESA CONSOLI DA TED WATER DISTRICT -----W-----WATER LINE G-- -GAS LINE E POWER LINE ----T TELEPHONE LINE -CATV-CABLEVISION LINE SP SPRINKLER SYSTEM n: STREET LIGHT ---u-SIGN !===--==1 GARAGE OPENING I WINDOW * SPRINKLER EMERGENCY TELEPHONE NUMBERS DAY NIGHT (800)-427-2200 (800)-611-1911 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 611 (949)-644-3717 (714)-388-2000 (800)-422-4133 (949)-631-1200 SUPERIOR A VE 1. CHANNEL PLACE PARK 4. CARNEY PARK PUBLIC WORKS DEPARTMENT 2014-2015 PLAYGROUND IMPROVEMENTS C-5855 APPROVED: ----=====-=~~~~=~~~~~~~---DATE: ______ _ DIRECTOR OF PUBLIC WORKS R.C.E. NO. 47961 APPROVED: rt(r'-~ DATE: 10, Z-lt DEPUTY PUBLIWORKS DIRCTOR/CITY ENGINEER R.C.E. NO. 61527 2. IRVINE TERRACE PARK 3. BAYSIDE PARK ~T~!U/lNo,~ ORT PR ct P(.A 5. HARBOR VIEW PARK 6. SPYGLASS HILL RESERVOIR PARK LOCATION MAPS 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," 2009 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRAC1S 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 SPECIFICATIONS SHALL BE CALLED TO THE IMMEDIATE ATTENTION OF THE CITY OF NEWPORT BEACH PUBLIC WORKS DEPT. FAILURE TO DO SO WILL PLACE RESPONSIBILITY ON THE CONTRACTOR FOR CORRECTION. 6. PROPOSED IMPROVEMENTS SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS. 7. CORRELATION OF DRAWINGS AND SPECIFICATIONS. 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 DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. CONSTRUCTION NOTES PROTECT IN PLACE. REMOVE AND DISPOSE EXISTING WEAR COURSE AND CUSHION LAYER. REMOVE EXISTING PLAYGROUND EQUIPMENT AND APPURTENANCES. REPAIR DAMAGED AREAS TO MATCH ADJACENT EXISTING BASE, CUSHION LAYER, AND WEAR COURSE PER DETAILS A AND B. © CONSTRUCT 4-INCH THICK P.C.C. BASE PER DETAIL C. SAND SHALL BE UNIFORMLY GRADED IN THE PLAYGROUND AREA TO ACCOMMODATE NEW CONSTRUCTION. ® CONSTRUCT 3.5-INCH THICK CUSHION LAYER AND 0.5-INCH INCH THICK WEAR COURSE PER COLOR SCHEME AND DETAILS A, C, AND D. © REMOVE 1.5-INCH OF EXISTING RESILIENT SURFACE AND CONSTRUCT 1-INCH OF CUSHION LAYER AND 0.5-INCH COLORIZED WEAR COUSE PER COLOR SCHEME AND DETAILS. 0 REMOVE 0.5-INCH OF EXISTING RESILIENT WEAR COURSE AND CONSTRUCT 0.5-INCH THICK WEAR COURSE PER COLOR SCHEME AND DETAILS. REMOVE EXISTING DRINKING FOUNTAIN AND AND REPLACE WITH CITY-FURNISHED DRINKING FOUNTAIN PER SPECIFICATIONS. REMOVE AND DISPOSE EXISTING 3.5-INCH THICK CUSHION LA YER AND 0.5-INCH THICK COLORED PLAY SURFACE WEAR COURSE. CONSTRUCT 4-INCH THICK CONCRETE SIDEWALK PER CNB STD-180-L. @ REMOVE AND REPLACE CONCRETE SLIDE FOUNDATION PER DETAIL F. @ REMOVE AND DISPOSE EXISTING EQUIPMENT, FOUNDATIONS, AND, APPURTENANCES, THEN INSTALL CITY-FURNISHED PLAYGROUND EQUIPMENT PER SPECIFICATIONS AND DETAILS. @ @ @ CONSTRUCT DOWNTURN TO SAND PER DETAIL C. CONTRACTOR SHALL REPLACE BUFFINGS PER DIRECTION OF ENGINEER. INSTALL CITY-FURNISHED PLAYGROUND EQUIPMENT AT SPYGLASS HILL RESERVOIR PARK. PER PLANS AND SPECIFICATIONS. SHEET INDEX ' 1-----------------------------------), APPROVAL RECOMMENDED S DIRECTO DATE l 0 I 1-\ I~ [iJ TITLE SHEET IT] CHANNEL PLACE PARK, IRVINE TERRACE PARK, BAYSIDE PARK PLAYGROUND PLANS [TI CARNEY PARK AND HARBOR VIEW PARK PLAYGROUND PLANS IT] SPYGLASS HILL RESERVOIR PARK PLAYGROUND PLANS ~ PLAYGROUND DETAILS APPROVAL RECOMMENDED -~ ,s;;;t;; Cl\1L ENGINEER R.C . 0. 65329 c..,JP TITLE SHEET 2014-2015 PLAYGROUND IMPROVEMENTS ., I ' ' n ./ DESIGN DRAWN CD CD CITY OF NEWPORT BEACH P-5233-S / CHECKED DATE PT 25 SEPT 2014 PUBLIC WORKS DEPARTMENT SHEET 1 OF 5 ----------------------------------------------------------------------- CONSTRUCTION NOTES PROTECT IN PLACE. I I I I I I I I I I I I I I I I I I I I I I I I I I I I / ½ I I I I r-1 I I , I I I I I I I I I I I I I I I JZZ 7 / rL.__ / I I ---1 8.8'--.... / / . . I • • /--10. 9' ---..../ I I • I , . I I . :. J •. ..,.. , " 4· TOTAL AREA ~110-.r-+-------+-•cct'-£ .• • • • 12.3' SQUARE FEET / I • •I • • 10.2' / L '. /. . A • I ,' 7-----_:_J11r1_f___-----11~C~1J~" I I [-J / / 7~ I I I I I I I I TOT AL LENGTH ~ 35 LINEAR FEET / TOTAL AREA~ 800 SQUARE FEET \ I I I 47.5' CHANNEL PLACE PARK SCALE 1" = 10' ....__ ...... ...... ..... \ \ \ \ \ \ \ \ \ " " ..... ..... ..... '-...._ JZZ \ \ \ \ \ \ \ TOTAL AREA ~100 \\ SQUARE FEET \ 8.8' \ \ \. \ \ \\) 9.8' V REMOVE AND DISPOSE EXISTING WEAR COURSE AND CUSHION LAYER. REMOVE EXISTING PLAYGROUND EQUIPMENT AND APPURTENANCES. " TOTAL AREA ~355~-~~-- 0 REPAIR DAMAGED AREAS TO MATCH ADJACENT EXISTING BASE, CUSHION LAYER, AND WEAR COURSE PER DETAILS A AND B. CONSTRUCT 4-INCH THICK A.C. BASE PER DETAIL C. SAND SHALL BE UNIFORMLY GRADED IN THE PLAYGROUND AREA TO ACCOMMODATE NEW CONSTRUCTION. CONSTRUCT 3.5-INCH THICK CUSHION LAYER AND 0.5-INCH INCH THICK WEAR COURSE PER COLOR SCHEME AND DETAILS A, C, AND D. REMOVE 1.5-INCH OF EXISTING RESILIENT SURFACE AND CONSTRUCT 1.5-INCH PLAY SURFACE CONSISTING OF 1-INCH OF CUSHION LAYER AND 0.5-INCH COLORIZED WEAR COUSE PER COLOR SCHEME AND DETAILS. REMOVE 0.5-INCH OF EXISTING RESILIENT WEAR COURSE AND CONSTRUCT 0.5-INCH THICK WEAR COURSE PER COLOR SCHEME AND DETAILS. ® REMOVE EXISTING DRINKING FOUNTAIN AND AND REPLACE WITH CITY-FURNISHED DRINKING FOUNTAIN PER SPECIFICATIONS. ® REMOVE AND DISPOSE EXISTING 3.5-INCH THICK CUSHION LAYER AND 0.5-INCH THICK COLORED PLAY SURFACE WEAR COURSE. CONSTRUCT 4-INCH THICK CONCRETE SIDEWALK PER CNB STD-180-L. @ NOT USED @ REMOVE AND DISPOSE EXISTING EQUIPMENT, FOUNDATIONS, AND, APPURTENANCES, THEN INSTALL CITY-FURNISHED PLAYGROUND EQUIPMENT PER SPECIFICATIONS AND DETAILS. CONSTRUCT DOWNTURN TO SAND PER DETAIL C. CONTRACTOR SHALL REPLACE BUFFINGS PER DIRECTION OF ENGINEER. INSTALL CITY-FURNISHED PLAYGROUND EQUIPMENT AT SPYGLASS HILL RESERVOIR PARK. PER PLANS, SPECIFICATIONS, AND MANUFACTURE'S INSTRUCTIONS. SQUARE FEET BAYSIDE PARK SCALE 1" = 10' EQUIPMENT AND COLOR LEGEND SWS SINGLE WIDE SLIDE END SUPPORT TAN (L TCPS-200005815) KCN KID BUILDER CHAIN NET 72", 5-RUNG (LTCPS-2-90259) BF BOTTLE FILLER (Model 10145SMSS) CHP CLUB HOUSE W/POL Y ROOF (100121) JZZ JAZZ COLOR BLEND OR ENGINEER APPROVED EQUAL BG STANDARD BLUE 40%, STANDARD GREEN 40%, BLACK 20% 37.9' TOTAL AREA ~142 SQUARE FEET ( I I I I I I I ' I I I ) I I I I 26.3' I I I I I \ I J I / / I / I ,,,-/ I ,,,. ,,,. I ,,,. ,,,. \.,, / I I I I I I I / IRVINE TERRACE PARK SCALE 1 " = 10' :z: 0 c- <( > 0 z w Q'. Ul w 0 <( u_ 0c'. ::::, U) 0 z ::::, 0 cc ;' <( -" Q_ en u N I sl- 0 N // z 0 >= <( > 0 z w "' VJ w 0 <( u_ cc ::::, en 0 7 ::::, 0 °' G > <( -" Q_ Ul 0 N I st 0 ''" VJ I C') CC) N "' I ? (/1 V CY <( [L -cn C. ·cc <D <P C en C C-5855 :'-" ~~-~------~~REVl=EWE=o---~~-~P~LA~Y~G=R~o~u=N=o~--~ SENIOR CIVIL ENGINEER R.C.E. NO. 65329 DATE PLANS ~ = 2014-2015 ~ PLAYGROUND IMPROVEMENTS ; 1--D_A_TE~_B_Y~ ___ D_Es_cR_IP_TIO_N _____ ~A-P_P'_o.+occcES=IGCCN=ED--CD-t-DR=A=--WN-CD_---i CITY OF NEWPORT BEACH REVISIONS CHECKED DA TE P-5233-S ~ SHEET 2 OF 5 ~ PT 18 SEPT 2014 PUBLIC WORKS DEPARTMENT / / / TOTAL AREA ~253 // SQUARE FEET / / / / / / / / / / / / / / / / / / / / / / / ~ 25.8' / / / / ', / / / / / / / / / / / / ( I /'\ \ // \ \ / \ I / \ I / \ \ / \ \ / \ \ / \ \ // \ \ / \ \ / \ I I \ I - / / / / / I) lj I; /J !/ I ~/ CARNEY PARK SCALE 1" lO' CONSTRUCTION NOTES 0 PROTECT IN PLACE. PER DETAIL C. SAND SH~~\~~ CONSTRUCTION. CONSTRUCT 4-INCH THl~EArf11JtlluND AREA TO ACCOMMODA 0 o•n,<,c, O<,OCO " '"°"'°' CAm< mo ec,c Af<O on•cS ' C, ''° O ® 5~/1/Jf~E,'"~lfl Jl':.'/1 coo,sc "; i::t .. , ,,.sm~,iio'iiti"~'(( ,'t:t:i;;,, INCH OF EXISTING RESILIEJJYER AND 0.5-INCH COLO © REMOVE 1.5-1 INCH OF CUSHION L CONSISTINGNDOFDETAILS. SCHEME A OR LEGEND JE~Q~U~ll!:P'_ll!Ml_!:E~N~T_.!_A~N!.':D:'..._C:::c_O~=-L=:~•1r TAN (I PORT TAN (LTCPS-200005815) SWS SINGLE WIDE SLIDE E:iT ~i; 5-RUNG (LTCPS-2-90259) KCN KID BUILDER CHAIN I 10145SMSS) BF BOTTLE FILLER (Mod~ ROOF (100121) J; ~~~~ ~iii: ::~~LOR S~~~6N::i ;::tN°1i~ E~~:~K ZO% STANDARD BLUE 40%, BG I I I I I l ,, ........ __ _,,,.. ' I I ----- I I I I I I I I I I I I I I I I I I I I I \ \ \ \ I \ \ \ \ \ I I I I I I / / I I ) \ \ \ \ \ \ \ ) ~ARBOR VIEW PARK SCALE 1" = lO'. DATE BY DESCRIPTION REVISIONS \ \ \ \ \ \ \ \ \ \ \ TOTAL AREA ~lO\ SQUARE FEET \ \ ' ' ' ' ' ' ",, -,- REVlEWED SENIOR CIVlL ENGINEER R.C.E. NO. 65329 ----- C-5855 PLAYGROUND PLANS 2014-2015 s APP'D. DESIGNED DRAWN CD PLAYGROUND IMPRov:~~~~-S CITY OF NEWPORT s:~H SHEET 3 OF 5 CHECKED CD DA1JESEPT 2014 PT PUBLIC WORKS DEPAR E 0. co n "' NOTE: DIRECT BURY LIMITED TO 12" BURY. ALL POSTS HAVE BEEN SHORTENED AND SHOULD BE INSTALLED 22" HIGHER. ALL POSTS IN PIP WIDTH INCREASED MINIMUM. FOOTING TO 18" DIA ALL POSTS AND COMPONENTS IN SAND TO BE SKID MOUNTED. NOTE: SWING FOOTING 3 1 /2" SURF ACE MOUNT PROTECT IN PLACE. 1--- I -- // I I r-- 1 I , --7-- _J __ 0 0 CONSTRUCT 4-INCH THICK P.C.C. BASE PER DETAIL C. SAND SHALL BE_J ___ \ SHALL BE UNIFORMLY GRADED IN THE PLAYGROUND AREA TO ACCOMMODATE NEW CONSTRUCTION. CONSTRUCT 3.5-INCH THICK CUSHION LAYER AND 0.5-INCH INCH THICK WEAR COURSE PER COLOR SCHEME AND DETAILS A, B, C, AND D. INSTALL CITY-FURNISHED PLAYGROUND EQUIPMENT AT SPYGLASS HILL RESERVOIR PARK. PER PLANS, SPECIFICATIONS, AND MANUF ACTURE'S INSTRUCTIONS . EQUIPMENT AND COLOR LEGEND STANDARD BLUE 40%, STANDARD GREEN 40%, BLACK 20% JAZZ COLOR BLEND OR ENGINEER APPROVED EQUAL LEGEND NOTE I --- I 7 --i--- 1 __I_ l FOOTING LOCATION -CONSTRUCT PER DETAILS F, G, H, AND I. ADDITIONAL/SPECIAL CONSTRUCTION NOTE CONSTRUCTION NOTE ✓--..... I ' , \ I I \ I \ I ' I --- TOTAL ELEVATED PLAY COMPONENTS 12 TOTAL ELEVATED COMPONENTS ACCESSIBLE BY RAMP 0 REQUIRED 0 TOTAL ELEVATED COMPONENTS ACCESSIBLE BY TRANSFER 6 REQUIRED 6 TOTAL ACCESSIBLE GROUND LEVEL COMPONENTS SHOWN 4 REQUIRED 3 TOTAL DIFFERENT TYPES OF GROUND LEVEL COMPONENTS 3 REQUIRED 3 2014-2015 , SCALE I ~I cFU PLAYGROUND IMPROVEMENTS' IO' 20· TOTAL AREA ~900 SF 14 ~~OT~: /\I. 1. rosTS A.\JD COMPCII\][ f✓TS I\J SA~,ID TD E~L :ol-< Ll-MOUI\ TED TOTAL AREA ~210 SF BG 4 TOTAL AREA ~650 SF SPYGLASS HILL RESERVOIR PARK \ ( \ I I I \ \ I \ MAXIMUM TOTAL LOAD ON ROOF IS 350 PSF (EARTH AND LIVE LOAD). MAXIMUM ROOF FORM DEFLECTION UNDER FULL LOAD IS 1/360 OF SPAN. TOTAL ELEVATED PLAY COMPONENTS 0 TOTAL ELEVATED COMPONENTS ACCESSIBLE BY RAMP 0 TOTAL ELEVATED COMPONENTS ACCESSIBLE BY TRANSFER 0 TOTAL ACCESSIBLE GROUND LEVEL COMPONENTS SHOWN 3 TOTAL DIFFERENT TYPES OF GROUND LEVEL COMPONENTS 2 REQUIRED REQUIRED REQUIRED REQUIRED c:oast SYSTFM TYPE PlayI3ooster Re c re at i o 11 , l r1 c , :tvfike EiscrL llRAWING #: 0 0 0 2 6894 7 2-7-Footing ,.. l 1/h landscape structures- ------------------ THIS PLAY AREA & EQUIPMENT IS DESIGNED FOR AGES 2-12 YEARS UNLESS OTHERWISE NOTED ON PLAN. ------ IT IS THE MANUFACTURERS OPINION THAT THIS PLAY AREA DOES CONFORM TO THE A.D.A. ACCESSIBILITY STANDARDS, ASSUMING AN ACCESSIBLE PROTECTIVE SURFACING IS PROVIDED, AS INDICATED, OR WITHIN THE ENTIRE USE ZONE. ------------------- THIS COfKEPTLAL PLAN W.AS BASED Of~ IN10RI\SA-1m-1 -~W.ILI\Gc[ 'O US. PRIOR [() CONSTRUCTION, DEIAII ED SITE INFORMATIQrl l"CLUDll~G Sl~E DIMlN'.)IONS, IOl'UCR/\J-'HY FXISTlf!G IJTII ITiFS, SOIL C()NDITll)r,JS, .AND D'sAINACE SOLUTIONS 5hOULD BE OBTAINlD, E\/ALUAIED, & ~1111/fl) IN 1~f c1NAI r,rs1(;~ PL[,\SE VERIIY /\LL J!M[NSIO'·lS 01 PLAY /,RcA, SIZE, ORIEl,T.1'JION, A~ID LOCATON UF .ALL FXIS-ING UTll ITIFS, EOUlc,MFNT, f.ND Sill ,URNISHINCS PRICI, ro ORDERING SLIDES SHOULD llOT FACI Tl I[ HOT AFTERNOON Sllf•J Cl 100S[ ,\ Pi?OT[CTIVI-SLIR1f,CING IVATFRl/.1 lH.AT HAS .A CRITICAi HEIGHT VA,_,JE TO k1EET THE MAXIMUM FM i. HE GHT FOR IHl EOUll'l~ENT (REF. /\SIM F1487 SIANIJARJ CONSUMER Sfa.FETY PERFO~fA.ANCE SPECltlCATIO~I FOR PLAYGF:OUND 0 QUIPMENT FOR PLBLIC IFF, SECTION 2 CUR?C:NT RFVISIO\J). 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 SAFETY COMMISSION'S (CPSC) "HANDBOOK FOR PUBLIC PLAYGROUND SAFETY". --- SG COPYRIGHT: 9/?5/14 LANDSCAPE STC;LJCTURES, l~IC. 60 I 7th STRrFT SOIITH -P O ROX 1 08 DFI ANO, MINNESOTA 55J28 PIJ: ·I-800-:328--C035 ~AX: 1 /63-972-6091 2/21/H 68947-2 5 GLG 12/9/13 68947 ?-' -u "~v1 s 1/9/IL 6894 7-7-1 ,_;\i1S Dote F-1 rcvioL.s Druv1/ing # lnit,rJls ... C-5855 ISO 14001:2004 ISO 'f"TI IEIJ' 91 I • Certified SHEET 4 OF 5 • C) z I, I l.L (f) w u <( LL Q_ =i Lil 0 z w Q_ 01 l_LJ C) <( I' Lt: Q_ I 'CC 0 '" I "" c- " en I Q_ ./ l/) "' (Y <( o_ ,/ D ( L •)) Q) C: CJ) L uJ .,/ e,,::; C; <( u _,/-· Tl Q> L 0 _c en // s rn o_ /-- m L Q) m =i .,---- NEW OR EXISTING BASE DESIGN A TED FALL ZONE 0 5~ ~AR COURSE EXISllNG SUB-BASE NEW OR EXISTING POST CUSHION LAYER JAPEREO AT POST MINIMUN 2 coi'i!II1fof\l""oATION MIN. LAP LENGTH 12" ' CUSHION LA YER OS WEAR COURSE 3.5 INCH CUSHION LA YER XlSTING WITH 1• X 2-KEYWA 18~ ru.RNDOWN SAN.D ~ti"···---. ~·c..';;.<""-"~,=."",~""'"""'"x'--''.'-'.x'-""'~ -~ d~ ~~ ., ~ ,, ' ,, ,, ' ~ ~ 1 ' ,,, ,1, ' 4• THICK BASE 4 .. 17"., I J 1/2" MIN DETAIL A-POST EDGE INSTALLATION DETAIL B -POUR IN PLACE SEAM LAP CONSTRUCTION DETAIL C -TURNDOWN TO SAND N.T.S 0.5-'l'i£AR COURSE BASE 3.5 !NCH CUSHION LA YER 5.5" CONCRETE CURB EOG£ DETAIL D -FLUSH MOUNT CONSTRUCTION TO EXISTING CURB/SIDWALK/WALL N.T.S N.T.S PRIMER URETHANE TO EDGE AT ALL CUT BACK AREAS EXISTING CONCRETE BORDER 6 NEW DESIGNATED FALL ZONE -0.5-INCH YIEAR COURSE oowm~•A~Y..L~~~d~.,;;~====:a;; .. ·• .. · 3 NEW 1-INCH CUSHION LAYER EXISTING CUSHION LA YER . ' .. -. . . EXISTING BASE LA YER DETAIL E -1.5-INCH RESURFACE N.T.S N.T.S SPYGLASS HILL RESERVOIR PARK DETAILS (F-K) CONSTRUCTION NOTES v PIP SURFACING CHEMICAL ANCHORS CONCRETE THIS NEEDS TO BE IN ONE POUR COMPACTED SUBGRADE* THICKNESS WILL VARY i----5'-----i DIAMETER TYPICAL 5" POST DETAIL F -SWING AREA FOOTING NTS * SUBGRADE SHALL BE BE COMPACTED TO 90-PERCENT 5 PIP SURFACING CONCRETE ------ COMPACTED SUBGRADE* ____ _...- THICKNESS WILL VARY PIP SURFACING CONCRETE 5 TYPICAL PLAYSHAPER t 10 1/4" t DETAIL G -PLAYHOUSE/SIGN AREA FOOTING NTS * SUBGRADE SHALL BE BE COMPACTED TO 90-PERCENT 1'-6"- DIAMETER TYPICAL 5" POST 1 0" DETAIL I -PLAY AREA FOOTING PIP SURFACING NTS COMPACTED SUBGRADE* ---"'!: THICKNESS WILL VARY * SUBGRADE SHALL BE BE COMPACTED TO 90-PERCENT 5 TYPICAL 5" POST CONCRETE ----i-::_ #4 REBAR 3" OC BOTH WAYS TOP AND BOTTOM COMPACTED SUBGRADE* THICKNESS WILL VARY e----2' -6"----i DIAMETER DETAIL H -SEESAW FOOTING SAND SURFACING N * SUBGRADE SHALL BE BE COMPACTED TO 90-PERCENT TYPICAL 5" POST ___ SKID PLATE t DETAIL K -PLAY AREA FOOTING SANO SURFACING NTS 1 o" t 0 PROTECT IN PLACE. 0 CONSTRUCT 4-INCH THICK P.C.C. BASE PER DETAIL C. SAND SHALL BE UNIFORMLY GRADED IN THE PLAYGROUND AREA TO ACCOMMODATE NEW CONSTRUCTION. ® CONSTRUCT 3.5-INCH THICK CUSHION LAYER AND 0.5-INCH INCH THICK WEAR COURSE PER COLOR SCHEME AND DETAILS A, C, AND D. REMOVE 1.5-INCH OF EXISTING RESILIENT SURFACE AND CONSTRUCT 1-INCH OF CUSHION LAYER AND 0.5-INCH COLORIZED WEAR COUSE PER COLOR SCHEME AND DETAILS. l() co-, C-5855 ':"-0 * SUBGRADE SHALL BE BE COMPACTED TO 90-PERCENT ~~~~-----~-=RE=viE=WED~---~-~P~LA----=-=-v--=-G=Rc-=O=--cU-c-N=--c=D,---------,~ SENIOR CIVIL ENGINEER R.C.E. NO. 65329 DETAILS 2012-2013 's; DATE PLAYGROUND IMPROVEMENTS fP l-----l-------+----------------l-----+--__:--===~~===+-~~._._~~=~~~'...'..'...~~.!....':~~~~:.._--1 ;, APP'D. DESIGNED CD DRAWN CD CITY OF NEWPORT BEACH P-5233-S ~ DATE BY DESCRIPTION ...----------, -, SHEET 5 OF 5 -;-/ REVISIONS CHECKED DATE PT 18 SEPT 2014 PUBLIC WORKS DEPARTMENT