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HomeMy WebLinkAboutP_5259_SCITY OF COSTA MESA v1CT0RIA ST VICINITY MAP NOT TO SCALE SYMBOL LEGEND -----Osco QSMH 'ti ~ □GM -----0------ E-- POWER POLE SANITARY SEWER CLEAN0UT SANITARY SEWER MANHOLE FlRE HYDRANT WATER METER BOX & SERv1CE GAS METER VALVE POWER POLE ANCHOR MONUMENT FENCE BLOCKWALL TREE C CJ SHRUBBERY ASPHALT PAVEMENT ~ BRICKWAU< I < < <I CONCRETE bd BUILDING EXISTING CONSTRUCTION PROPERTY LINE ABBREVIATIONS AC ASPHALT CONCRETE DIP DUCTILE IRON PIPE VCP v1TRIFlED CLAY PIPE RWV RESILIENT WEDGE VALVE FE FlLANGED END MJ MECHANICAL JOINT NTS NOT TO SCAL£ RT RING TIGHT STL STEEL ASANO ABANDONED IP&T IRON PIPE AND TAG MON MONUMENT CATV CABUE TV DWY DRIVEWAY co CUEANOUT (SEWER) ARV AIR RELIEF VALVE B/APPR BACK OF ALLEY APPROACH EV ELECTRICAL VALVE SW Sl0EWALI< WWF WELDED l'.iRE FABRIC MLCCSP MORTAR LINED CEMENT COATED STEEL PIPE NEW CONSTRUCTION RCSCP REINFORCED CONCRETE STEEL CYLINDER PIPE ___ c;_ ___ CENTERLINE ~ 4.A.C. CORING INFORMATION ___ ....5 ____ SEWER LINE MCWD MESA CONSOLIDATED WATER DISTRICT -----W-----WATER LINE ---G---GAS LINE -E--POWER LINE -T--TELEPHONE LINE -CA TV-CABUEv1SION LINE -SP--SPRINKLER SYSTEM :a: STREET LIGHT SIGN GARAGE OPENING C==J l'.iND0W lE 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 SERv1CE ALERT MESA CONSOLIDATED WATER DISTRICT (B0D)-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)-611-1911 611 (949)-644--3717 (714 )-388-2000 (800)-422-4133 (949)-631-1200 PUBLIC WORKS DEPARTMENT 2017-2018 PLAYGROUND IMPROVEMENTS PROJECT NO. 18P01 C-8494-1 APPROVED, __ cfl.~ .. D"'IRe-,E'"'~"'T""O"R~·O"'F"'P~U=s"'~=c-w'""oe,R~K'""~,..R='.""c""'.E"'."N"'"". 4=7=95~1~---OATE, K·/'f I 7 1. WEST NEWPORT PARK 2. IRVINE TERRACE PARK 3. BEGONIA PARK 4. COASTAL PEAK 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 1'.iTH THE "STANDARD SPECIFlCATI0NS FOR PUBLIC WORKS CONSTRUCTION," 2015 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACTS SPECIAL PR0v1SI0NS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION ANO IN THE FlELD PRIOR TO BEGINNING CONSTRUCTION. 3. ALL EXPOSED CONCRETE SURF ACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FlNISH TO ADJOINING IMPROVEMENTS. 4. P.C.C. SHALL BE CLASS 560-C-3250. 5. ANY DISCREPANCY IN THE DRAl'.iNGS OR SPEaFlCATI0NS 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 DRAl'.iNGS BUT CALLEO FOR IN THE SPECIFlCATI0NS, OR VlCE-VERSA, SHALL BE FURNISHED ANO PERFORMED AS THOUGH SPECIFICALLY INDICATED ANO CALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO THE 0RAl'.iNGS ANO SPECIFICATIONS OR ORDINANCES ANO LAWS SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 8. ALL TREES SHALL BE PROTECTED IN PLACE UNLESS 0THERl'.iSE NOTED. 9. ALL BASE MATERIAL SHALL BE COMPACTED TO 95 PERCENT RELATIVE COMPACTION. CONSTRUCTION NOTES 0 PROTECT IN PLACE. G) REMOVE AND DISPOSE EXISTING WEAR COURSE AND CUSHION LA YER. 0 ~~~~1T A:2si1i~o:o~~\~G F ~~~l~E~N~N~u\i°oORS!N s~~~~~OINR~~~~~-SURF ACES. G) ~~~f1li DEf~\~~g ~~~ll~g c~~g~1;~1~gf~T Tfx111~2~~i}ftE GPREi0tETAIL 0. © CONSTRUCT 4-INCH THICK P.C.C. BASE PER DETAILS. © ~~s~~1JL5A~~C~0~~\i~Jo~N'ti>i~t~o o.5-INCH THICK WEAR couRsE 0 ~~~Zit DEf~\~8 :ml~g ~:;g~1;~~~g[J/~x111N°G01~RE,!-ftE GRADE © ~~~~~~-i:½i~sf P~~S~~fE~tRA~gu~6CotN&gEi½si,:wiTD~T~IL~CH ® :~c~pff1~~Aflloi~os~t~~~-i~rliui~ ~~~~C~S B~2~'.A PARK PER PLANS @) ~~~g~t:oci~~~i~ ~~~~!~GE.RUBBER CURB AT BEGONIA PARK. CONSTRUCT @ REMOVE AND DISPOSE EXISTING BONDED SHREDDED RUBBER SURFACE. @ ¼~~s11'Wi1.T p1~-:~~1L11c~oi~~~~/~1rH½~s8ft:M~ll/flf ~itlE~RFACE @ CONTRACTOR SHALL REPLACE BUFFlNGS PER DIRECTION OF ENGINEER. @ ~~~~1r ~ff :i~~GA~~RI~~~~ :~Js,B1~~E~~~;~~~/~R :0'.'c'.::s ANO SPECIFlCATIONS. @) REMOVE ANO DISPOSE EXISTING RUBBER TIUES. SHEET INDEX QJ TITLE SHEET 0 WEST NE\1/PORT PARK, IRVlNE TERRACE PARK, BEGONIA PARK PLAYGROUND PLANS 0 COASTAL PEAK PARK PLAYGROUND PLANS AND PLAYGROUND DETAILS A~ TITLE SHEET SENIOR Cl~l ENGINEER 2017 · 2018 n. R.C.E. NO. 79012 DATET_J-10 -7 o If PLAYGROUND IMPROVEMENTS r.cDE=SG=NED~~'K+.D=RA~I\N~P~K __, CITY OF NEWPORT BEACH P-5259-S CHECKED PT o~rr AUG 2017 PUBLIC WORKS DEPARTMENT SHEET 1 OF 3 IRVINE TERRACE PARK P-5259-S 2 3 C-8494-1 PLAYGROUND PLANS WEST NEWPORT PARK CG CGB CONSTRUCTION NOTES MATERIAL AND COLOR LEGEND CGB CG HD HD BEGONIA PARK CG ST ST ST HD TAUSCHER PETER B. DRAIN DETAIL EXISTING PLAYGROUND TYPICAL DETAIL CG HD RECORD SET 0 0 0 STANDARD CREAM 35%, STANDARD GREEN 35%, BLACK 30% STANDARD CREAM 50%, STANDARD GREEN 50% HIGH DENSITY THERMAL PLASTIC VULCANIZED WEAR COURSE. SYNTHETIC TURF PLAY SURFACE. PROTECT IN PLACE. REMOVE AND DISPOSE EXISTING WEAR COURSE AND CUSHION LA YER. REMOVE AND DISPOSE EXISTING BONDED AND LOOSE SHREDDED RUBBER SURFACES. PROTECT EXISTING GEOTEXTILE FABRIC AND SUBDRAIN SYSTEM IN PLACE. "' REMOVE EXISTING POST AND APPURTENANCES TO 1-FOOT BELOW GRADE. \V REPAIR DAMAGED AREAS TO MATCH ADJACENT EXISTING SURFACE PER DETAIL D. ® CONSTIRUCT 4-INCH THICK P.C.C. BASE PER DETAILS. ® CONSTRUCT 3.5-INCH THICK CUSHION LAYER AND 0.5-INCH INCH THICK WEAR COURSE PER MA TERI AL AND COLOR LEGEND AND DETAILS. (j) REMOVE EXISTING POST AND APPURTENANCES TO 1-FOOT BELOW GRADE. REPAIR DAMAGED AREAS TO MATCH ADJACENT EXISTING SURFACE. ® PLACE, SPREAD, AND LEVEL CITY-SUPPLIED SAND AT BEGONIA PARK PER PLANS AND SPECIFICATIONS. SAND LAYER SHALL BE 9-INCHES THICK. @ REMOVE AND DISPOSE EXISTING RUBBER CURB AT BEGONIA PARK. CONSTRUCT P.C.C. MOW CURB PER DETAIL E. @ REMOVE AND DISPOSE EXISTING BONDED SHREDDED RUBBER SURFACE. @2 CONSTRUCT 3.5-INCH THICK CUSHION LAYER, NAIL BOARD, SYNTHETIC TURF SURFACE AND INFILIL PER DETAIL F. CONSTIRUCT WEEP HOLES FOR DRAINAGE IF REQUIRED. @) REMOVE AND DISPOSE EXISTING RUBBER TILES. SCALE 1 " = 10' EXISTING PLAYGROUND RUBBER CHIP_,__~ EXISTING PLANTER CURB 7 EXISTING AWNING .75" CRUSHED ROCK 1% SLOPE TO DRAIN GEOTEXTIL FABRIC ,, •••• ... / ' / STRIP DRAl'j["'~~~~~~~~~~ij~j~~o;.~~-•3~\~~~2~'.=/-'=/-·=/ /-=>,-=·· ~g~PACTED SUBGRADE INE EARTHEN DRAIN BASIN TWENTY -0.5" DIA HOLES 6" DIA. PVC PIP~- EQUALL Y SPACED BELOW CENTERLINE OF PIPE / FILTER CLOTH 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 18" N.T.S 2' NOTES: 1. DETAIL REFERENCED FROM AS-BUILT DRA'MNG NO. P-5193-S. N.T.S \ \ \ \ \ ------' \ ----" \ ,/ " / '-'-,,,,-\.---1 EXISTING AWNING "// -------v !._ 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 ' r- 1 I I I \ _j \ \ I \ \ \ \ \ \ \ 1 " EXISTING '-'- EQUIPMENT , " -------------------- APPROXIMATELY 105 LINEAR FEET 10 TOTAL AREA~ 790 SQUARE FEET (DEXISTING 6" lkPVC PIPE 0 EXISTING TRIP ORAi EXISTING DRAIN PER DETAIL 3 9 \\ I --- I, I I l ----- ," ' SCALE 1" = 10' TOTAL AREA~ 705 SQUARE FEET ,-----, / < \ / / \ \ I I I TOTAL AREA~ 395 SQUARE FEET QIN T EXISTING SIDEWALK " -------7 0~------1-1 ------EXISTING --1 1 I I I TABLE / ____ _j SCALE 1" = 10' I TOTAL AREA ~ 26 SQUARE FEET r----. I \ I \ \ \ I I I ~ \ ~ I I I I I I I I I I I 1 EXISTING I I I MOW CURB EXISTING BENCH I I I I I REVIEWED SENIOR CIVIL ENGINEER R.C.E. NO. 79012 I I I I I I I I I I I I I I I 2017-2018 '' ' ~0':'..'_3/~21 ~/181.'.:K::'....C __jLJ~AS:'.:::.-'.:'.'.'.BU~IL T _____ ____jf-+DA:.:.::TE:.==::::;====jf---'-P__.,L-.!:.A~Y~G~R~O~U~N~D~I M~P__!R~O~V_.,,,Ec'.!M~Ec_1_N!_.!T~S~ :,; DESCRIPTION APP'D. DESIGNED PK DRAWN PK CITY OF NEWPORT BEACH DATE BY REVISIONS CHECKED DATE PT 04 AUG 2017 PUBLIC WORKS DEPARTMENT SHEET OF P-5259-S 3 3 C-8494-1 PLAYGROUND PLANS AND DETAILS COASTAL PEAK PARK CONSTRUCTION NOTES MATERIAL AND COLOR LEGEND HD SBB SBB HD HD SBB 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 AND NAIL BOARD CONSTRUCTION DETAIL F - SYNTHETIC TURF HD TAUSCHER PETER B.RECORD SET NEW COOL TOPPERS SEE LANDSCAPE STRUCTURES DWG # 87800-1-3 EXISTING EQUIPMENT I I I I I /$ I I I I I I I TOTAL AREA ~ 303 SQUARE FEET TOTAL AREA~ 48 SQUARE FEET EXISTING EQUIPMENT EXISTING EQUIPMENT, TYP. EXISTING EQUIPMENT I I I I I / I I I \~\ \ \ I I I \ \ \ \ \ \ \ \ \ TOTAL PLAYGROUND _ _...,. SURFACE AREA ~ 5454 SQUARE FEET 2.0' DIAMETER CIRCLES PLACED A MINIMUM OF 1.0' A PART, TYP. SCALE 1" = 10' PROTECT IN PLACE. REMOVE AND DISPOSE EXISTING WEAR COURSE AND CUSHION LA YER. REMOVE EXISTING POST AND APPURTENANCES TO 1-FOOT BELOW GRADE. REPAIR DAMAGED AREAS TO MATCH ADJACENT EXISTING SURFACE PER DETAIL D. CONSTRUCT 4-INCH THICK P.C.C. BASE PER DETAILS. CONSTRUCT 3.5-INCH THICK CUSHION LAYER AND 0.5-INCH INCH THICK WEAR COURSE PER MATERIAL AND COLOR LEGEND AND DETAILS. ® REMOVE 0.5-INCH OF EXISTING RESILIENT WEAR COURSE AND CONSTRUCT 0.5-INCH THICK WEAR COURSE PER MATERIAL AND COLOR LEGEND AND DETAILS. @ REMOVE AND DISPOSE EXISTING RUBBER CURB AT BEGONIA PARK. CONSTRUCT P.C.C. MOW CURB PER DETAIL E. ® @ @ @ REMOVE AND DISPOSE EXISTING BONDED SHREDDED RUBBER SURFACE. CONSTRUCT 3.5-INCH THICK CUSHION LAYER, NAIL BOARD, SYNTHETIC TURF SURFACE AND INFILL PER DETAIL F. CONSTRUCT WEEP HOLES FOR DRAINAGE IF REQUIRED. CONTRACTOR SHALL REPLACE BUFFINGS PER DIRECTION OF ENGINEER. REMOVE TREE ROOTS AND INSTALL ROOT BARRIER PER PLANS AND SPECIFICATIONS. PROTECT ALL EXISTING IRRIGATION, TREES, AND LANDSCAPE IN PLACE. @ REMOVE AND DISPOSE EXISTING RUBBER TILES. r--- 1 - I I L_ ---.. ---.. EXISTING EQUIPMENT ---.. ...... ...... ') I -.... I "-I 'v / EXISTING BOULDERS I EXISTING EQUIPMENT I I \ \ \ TOTAL AREA~ UP \\TO 60 SQUARE FEET \ EXISTING ----"__,,__'-' EQUIPMENT I~\ I \ I I I I I I I I I I I ~/ I I I I I /~// I~ TOTAL AREA ~ 91 SQUARE FEET I I EXISTING EQUIPMENT, TYP. HIGH DENSITY THERMAL PLASTIC VULCANIZED WEAR COURSE STANDARD BLUE 70%, BLACK 30% m STANDARD RED 35%, BRIGHT RED 35%, BLACK 30% IH'l LIGHT BLUE 70%, BLACK 30% l88l CREAM 70%, SKY BLUE 15%, BLACK 15% E2l BROWN 70%, BLACK 30% IZa CREAM 70%, SKY BLUE 30% EW OR EXISTING POST NEW OR EXISTING BASE .5" WEAR COURSE N.T.S 0.5" WEAR COURSE " P.C.C. BASE N,T.S 0.5" WEAR COURSE _,,,, ,;,· //;-:,,//,// '· . / ~ / • J .5" CUSHION LAYER '·<;-,-;/.)>;>)-.');,_-_-•. :;;,_:_-;,:-%-t--_<;;:</i)::.:"·-S>-·>-~>-,_>:, 4" P.C.C. '-. •••••••• BASE "--.__[xi STING NOTES: SUBGRADE 1. MOW CURB SHALL BE CONSTRUCTED WITH A 0.75" DEEP SCORE JOINT AT 10' O.C. N.T.S EW SAND CONCRETE OW CURB r .25" RADIUS TYP. MIN. LAP LENGTH 12" ---.5" WEAR COURSE .5" WEAR COURSE 0.5" WEAR COURSE 4" P.C.C. BASE OR BASE TO MATCH EXISTING 1.5 LBS/SF (MIN) INFILL TO GRADE LtVEl: 3.5" CUSHION LA YER " P.C.C. BASE NOTES: USHION LA YER N.T.S 3.5" USHION LAYER N.T.S SYNTHETIC TUR~ CONCRETE URB EDGE XISTING CONCRETE CURB EDGE RECYCLED PLASTIC 2" X t" COMPOSITE ANDSCAPE NAIL BOARD TREX OR APPROVED EQUAL. TOP O NAIL BOARD TO BE INSTALLED 0.5" BELOW FINISHED GRADE; NAIL TO SECURE TURF AT NAIL BOARD. 1. LEAVE 0.375" -0.625" GAP BETWEEN ENDS OF NAIL BOARDS TO ALLOW FOR EXPANSION. 2. ATTACH NAIL BOARDS TO CONCRETE WITH MECHANICAL FASTENERS EVERY 2' O.C. PER MANUFACTURER'S INSTRUCTIONS. N.T.S REVIEWED SENIOR CIVIL ENGINEER 03/21/18 KC AS-BUILT R.C.E. NO. 79012 2017-2018 :r: .c ~0~8/'..:'.3~1/.'..'..17~P.:.K__j.lll._g,~~~~Lb::E~Q!g~[!_~_lj_tul,!!!1~~iE~ORNS~sTR_u_c_Tio_N_N_orr_~P_:_T--i,:::DA.:.::TE=--===~~==-l----'--P~L~A~Y!...:G~R~O~U~N"..':D~l~M~P'---'--'R~O~V~E~M~E='N'..!...'.T~s~--1~· DATE BY DESCRIPTION APP'D. DESIGNED PK DRAWN PK CITY OF NEWPORT BEACH REVISIONS CHECKED DATE PT 04 AUG 2017 PUBLIC WORKS DEPARTMENT SHEET OF .......... ~ ; Coastal Peak Park Roof Addition Newport Beach, CA Coast Recreation, Inc. steve Hunt S'l'SIEM 1YPE: PLayBooster ~t-87800-1-3 JUh landscape structurer I' IS M IIMIRCI\IUS CIPN0N Ml) IIIENl"11111Tff:US!Al)Lm,ll"r, 'HEOOIIPONENTSOONRllllaHH MIEIDN SOCEY RIR 1ES'IIC #D IIIIIDIU (#1111) SDIIWIJ ASnl F1417 lllSPUr.tal:PUrEIILl'IENl'IS IDIIIDAIRNUl-lllOIIS ---·-II' a K IIIIUillCI\IBS CIPNII 1NIII' HS PUr #D IDS CIIRlll 10 HAAA.AIXDllllll'I'..,.,..._ ._ M IGDIBE PIIDIB:IM: -·-·-· ... HENIIEl.&ZIINE. CIIKIIEA .... UfNlll-.1NII' -ACIIDLtBN'IIUa:lOIBl'H -=~-==:.=-..r· ~---........ --NI.C·---·-................... --·-----....., ·-·-•---111'•1/~-ftlDl'lOA ___ A"llaat .... IJESIGl£D BY: Gl.G ..::='~ IC. __ _. __ , ..... .. , --=--=-=-~ __ , - -■