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HomeMy WebLinkAboutP_5227_SCITY OF COSTA MESA Cl > _J ID VICTORIA ST -"' 0 ID r: <( "' > <( 0 :r: I~ "' 0 (u-::a < -- ocrA.IV VICINITY MAP NOT TO SCALE SYMBOL LEGEND • POWER POLE Osco SANITARY SEWER CLEAN OUT QSMH ~ I WM □GM -------0------- -x-x-x- ~ .LLL. .LLL ..LLL ..LLL. SANITARY SEWER MANHOLE FIRE HYDRANT WATER METER BOX & SERVICE GAS METER VALVE POWER POLE ANCHOR MONUMENT FENCE BLOCKWALL TREE SHRUBBERY ASPHALT PAVEMENT BRICKWALK CONCRETE r_,////////j BUILDING _ _ _ _ EXISTING CONSTRUCTION --PROPERTY UNE ----NEW CONSTRUCTION ---t.---CENTERLINE ____ 5 ____ SEWER LINE -----W-----WATER UNE ---G-- -GAS LINE --E--POWER LINE -T TELEPHONE LINE --CATV-CABLEVISION LINE -SP--SPRINKLER SYSTEM :d STREET LIGHT -er SIGN F c:j GARAGE OPENING I WINDOW JOHN WAYNE ~ AIRPORT ~ C'-1{,_; ~{j\ 0' 01' ) CITY OF IRVINE _,,, ut,11\/ERSITi '+ ; __ <. • -<,'>c"-" ----~ 1 '-, •• •,--•---HILLS-,,- -. ,, - I PROJECT LOCATIONS ABBREVIATIONS AC ASPHALT CONCRETE DIP DUCTILE IRON PIPE VCP VITRIFIED CLAY PIPE RWV RESILIENT WEDGE VALVE FE FLANGED END MJ MECHANICAL JOINT NTS NOT TO SCALE RT RING TIGHT STL STEEL ABAND ABANDONED IP&T IRON PIPE AND TAG MON MONUMENT CATV CABLE TV DWY DRIVEWAY co CLEANOUT (SEWER) ARV AIR RELIEF VAL VE B/APPR BACK OF ALLEY APPROACH EV ELECTRICAL VALVE SW SIDEWALK WWF WELDED WIRE FABRIC MLCCSP MORTAR LINED CEMENT COATED STEEL PIPE RCSCP REINFORCED CONCRETE STEEL CYLINDER PIPE ~ 4"A.C. CORING INFORMATION MCWD MESA CON SOLID A TED WATER DISTRICT * SPRINKLER EMERGENCY TELEPHONE NUMBERS DAY NIGHT (800)-427-2200 (800)-611-1911 CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG SOUTHERN CAUFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY AT&T CITY OF NEWPORT BEACH (UTILITIES DEPARTMENT) ORANGE COUNTY SANITATION DISTRICT TIME WARNER CABLE UNDERGROUND SERVICE ALERT MESA CONSOLI DA TED 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 0 WEST PUBLIC WORKS DEPARTMENT 2010-2011 PLAYGROUND RESILIENT SURFACE RENOVATIONS C-4758 APPROVED: _______________________ DATE: ______ _ DIRECTOR OF PUBLIC WORKS R.C.E. NO. 36106 APPROVED: DA TE: =o=Ep=u=rv-P-uB=L-IC~w-o=R=K=s~D~1R=E=c=ro=R1-c1=TY-EN-G=1N~E=E=R-R~_~c.=E.-N_O_. 4-7-96~1 ------ BALBOA AVENUE w w w ~ " w z => _J => w ,., w ., w z z z => => => w z > w w w z z z => ., > > > ,., w w z u ., ., > " ., ~ > > > ., ~ " ., PARK AVENUE w " ~ A A "' _J z "" z ► z ., w ► " ~ □ I "' _J I w "' => L CL □ D ~ X Co ~ "' " CL u "-w ► ,a -< ., L z "' "' □ -< " " I I I I N I I I I I I I I SOUTH I I I I LOCATION 1: CARROLL BEEK COMMUNITY CENTER, BALBOA ISLAND FORD DRIVE 0 EAST ROAD LOCATION 2: BONITA CANYON SPORTS PARK (TWO LOCATIONS) LOCATION MAP NOT TO SCALE AY w => z w > ., w z □ _J ., ~ -< APPROVAL RECOMMENDED Vv-?- RECREATION AND SENIOR SERVICES DIRECTOR DATE -J/J."''' I (i) G) 0 0 @ 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 DA TE, EXCEPT AS OTHER'MSE STATED IN THE CITYS STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACTS 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 SPECIFICAllONS SHALL BE CALLED TO THE IMMEDIATE A ffiNTION OF THE CITY OF NEWPORT BEACH PUBLIC WORKS DEPT. FAILURE TO DO SO 'MLL PLACE RESPONSIBILITY ON THE CONTRACTOR FOR CORRECTION. 6. PROPOSED IMPROVEMENTS SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS. 7. CORRELATION OF DRA'MNGS AND SPECIFICATIONS. ANY WORK NOT INDICATED ON THE DRA'MNGS 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 CONSTRUCT 4-INCH THICK P.C.C. BASE PER DETAIL B. EXISTING SAND MATERIAL SHALL BE REMOVED AND DISPOSED FROM THE PLAYGROUND AREA TO ACCOMMODATE NEW CONSTRUCTION. CONSTRUCT 3 1 /2-INCH THICK CUSHION LA YER. PROTECT IN PLACE. REMOVE 1.5-INCH OF EXISTING RESILIENT SURFACE AND CONSTRUCT 1.5-INCH PLAY SURFACE CONSISTING OF 1-INCH OF CUSHION LA YER AND 0.5-INCH COLORIZED WEAR COURSE PER COLOR SCHEME AND DETAILS . REMOVE 2-INCH OF EXISTING RESILIENT SURFACE AND CONSTRUCT 2-INCH PLAY SURFACE CONSISTING OF 1.5-INCH OF CUSHION LA YER AND 0.5-INCH COLORIZED WEAR COURSE PER COLOR SCHEME AND DETAILS. INSTALL PLAYGROUND EQUIPMENT FURNISHED BY CNB AND ADJUST EXISTING EQUIPTMENT TO MEET CPSC HANDBOOK FOR PLAYGROUND SAFETY GUIDELINES. CONSTRUCT 0.5-INCH THICK WEAR COURSE PER COLOR SCHEME AND DETAILS. REMOVE AND CONSTRUCT ALPHABET OR NUMBER SEQUENCE USING 1.5-INCH THICK WEAR COURSE PER COLOR SCHEME AND DETAIL E. REMOVE AND CONSTRUCT HOPSCOTCH PATTERN USING 1.5-INCH THICK WEAR COURSE PER COLOR SCHEME AND DETAIL D. SHEET INDEX QJ TITLE SHEET [}] PLAYGROUND PLANS C-4758 APPROVAL RECOMMENDED APPROVAL RECOMMENDE0 7 ~ -----. -----~->,-- - -TITLE SHEET MUNICIPAL OPERATIONS DIRECTOR DATE 'g ·'Z-->. l / SENIOR CIVIL ENGINEER 2010-2011 PLAYGROUND RESILIENT R.C.E. NO. 65329 DATE 1:,/11-f II SURFACE RENOVATIONS DESIGNED PT ORA~ PT CITY OF NEWPORT BEACH P-5227 -S '"'c""HE=CK=E=-o -1-L '+Dcc~=~c-M-AR~2-□-11---f PUBLIC WORKS DEPARTMENT SHEET 1 OF 2 r C ~~ 15.5' n12' ~~---------1 ~ 2 EXISTING CUSHION LA YER EXISTING BASE .. . -. . . OfN. • 15.25' 5 n5.5' @) 8' n6.5' 15' CARROLL BEEK COMMUNITY CENTER 7 SCALE 1"=5' o.s· CONCRETE EDGE NEW CONSTRUCTION s·~- EPOXY COATED #4 DOWEL REBAR @ 24" O.C. CONCRETE CURB EDGE . \ EXISTING CONSTRUCTION DETAIL A -FLUSH MOUNT CONSTRUCTION TO CURB/WALK/WALL EXISTING SUB-BASE FOUNDATION FOR POST N.T.S EXISTING POST DETAIL B -POST EDGE INSTALLATION N.T.S 21' ns' 37' BONITA CANYON SPORTS PARK-WEST I .. .. I 9 10 8 t 4' 7 _J 1 4' 5 6 , LB 4 2 3~ @ 1 WEST 14' SCALE 1"=10' I• 4' • I 9 10 8 7 5 6 4 ,, 2 1 EAST 4' 7 _l f!3 @ DETAIL D -BONITA CANYON SPORTS PARK HOPSCOTCH PATTERN PRIMER URETHANE TO EDGE AT ALL CUT BACK AREAS 4 OR@ EXISTING SUB-BASE .5-INCH WEAR COURSE NEW VARIABLE THICKNESS CUSHION LA YER EXISTING CUSHION LA YER EXISTING BASE LA YER DETAIL C ~ RESURFACE N.T.S N.T.S COLOR LEGEND @ 80% BEIGE, 20% BLACK @ 80% LIGHT BLUE, 20% BLACK @ 80% DARK BLUE, 20% BLACK @ 80% RED, 20% BLACK @ 80% GREEN, 20% BLACK (SHOWN AS i~=:j) @ 70% GREEN, 20% BLACK, 10% RED ® 100% LIGHT BLUE @ 50% BEIGE, 25% RED, 25% BLACK (SHOWN AS E!Il) e 100% YELLOW 6 N 0 0 □ □ [I BONITA CANYON SPORTS PARK-EAST RETAIN EXISTING PATTERN WHERE POSSIBLE ___j l---- 3. 5" 2' SCALE 1"=10' 3' C [ i: 17. 5' j: [ - n= f Q_ 0 DETAIL E -BONITA CANYON SPORTS PARK TYPICAL PATTERN N.T.S CONSTRUCTION NOTES 0 0 0 0 G) CONSTRUCT 4-INCH THICK P.C.C. BASE PER DETAIL B. EXISTING SAND MATERIAL SHALL BE REMOVED AND DISPOSED FROM THE PLAYGROUND AREA TO ACCOMMODATE NEW CONSTRUCTION. CONSTRUCT 3 1 /2-INCH THICK CUSHION LA YER. PROTECT IN PLACE. 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 COURSE PER COLOR SCHEME AND DETAILS. REMOVE 2-INCH OF EXISTING RESILIENT SURFACE AND CONSTRUCT 2-INCH PLAY SURFACE CONSISTING OF 1.5-INCH OF CUSHION LA YER AND 0.5-INCH COLORIZED WEAR COURSE PER COLOR SCHEME AND DETAILS. © INSTALL PLAYGROUND EQUIPMENT FURNISHED BY CNB AND ADJUST EXISTING EQUIPTMENT TO MEET CPSC HANDBOOK FOR PLAYGROUND SAFETY GUIDELINES. CJ) @ 0 CONSTRUCT 0.5-INCH THICK WEAR COURSE PER COLOR SCHEME AND DETAILS. REMOVE AND CONSTRUCT ALPHABET OR NUMBER SEQUENCE USING 1.5-INCH THICK WEAR COURSE PER COLOR SCHEME AND DETAIL E. REMOVE AND CONSTRUCT HOPSCOTCH PATTERN USING 1.5-INCH THICK WEAR COURSE PER COLOR SCHEME AND DETAIL D. 0 z 7 0 lL C) >-<( ~ CL CT• C C-4758 'J ---------------,---=~------r----------------1:::i RE~Ev.£0 PLAYGROUND PLANS { SENIOR CML ENGINEER R.C.E. NO. 65329 ' 2010-2011 PLAYGROUND RESILIENT ,~ / SURFACE RENOVATIONS ii'i L---l-----l----------l-,----l:_;DA;;,:lE;,.;;;;;;;;;;;;;;;;;;;;,;~~;;;;;;;;~-----------r:=-:-=-=-:::--::::--1';c, "' DESCRIPTION APP'D. DESIGNED PT DRAWN PT CITY OF NEWPORT BEACH P-5227-S ::"i DATE BY 1---_L _ __[___ ___ R_E~-S-ION_S _____ L__---t-;::-CH;;c;EC""KE;;;-D-l~L 'i;D;;-c~f:;:;cM-A~R ~20-,1-----1 PUBLIC WORKS DEPARTMENT 2 (F 2 ::