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HomeMy WebLinkAboutP_5226_SJOHN WAYNE � AIRPORT �/ C �(/, � 9P CITY OF COSTA MESA VICTORIA ST CITY OF IRVINE VICINITY MAP NOT TO SCALE SYMBOL LEGEND •PO't.{R POLEosco SANITARY SEWER CLEANOUT QSMH SANITARY SEWER MANHOLE <c1 FIRE HYDRANT I WM WATER METER BOX & SERVICE □GM GAS METER ---®--VALVE POWER POL£ ANCHOR 6 MONUMENT -x-x-x-FENCE ==== BLOCKWALL � TREE (l tJ SHRUBBERY -=-""..,, ..,,,,_ ASPHALT PAVEMENT ;:;:;:;:\;!:]:'::\ BRICKWALKI I CONCRETE �ttt/ttt«a BUILDING _ _ _ _ EXISTING CONSTRUCTION ----PROPERTY LINE PROJECT LOCATIONS ABBREVIATIONS AC ASPHALT CONCRETE DIP DUCTILE IRON PIPE VCP VITRIFIED CLAY PIPE RWV RESILIENT WEDGE VAL VE 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 'MRE FABRIC MLCCSP MORTAR LINED CEMENT COATED STEEL PIPE ----NEW CONSTRUCTION RCSCP REINFORCED CONCRETE STEEL CYLINDER PIPE ---l.---CENTERLINE f') 4"A.C. CORING INfORMATICtl MCWD MESA CONSOUDA TED WATER DISTRICT -----W-----WATER LINE - --G---GAS LINE -E--POWER LINE '-----T--TELEPHONE LINE --CA TV-CABLEVISION LINE -SP-SPRINKLER SYSTEM b STREET LIGHT --u-SIGN F-=1 GARAGE OPENING t::------------j 'MNDOW *SPRINKLER EMERGENCY TELEPHONE NUMBERS DAY CAll. TOU. FREE 1-800-422-4133BEFORE YOU DIG SOUTHERN CALIFORNIA 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 CONSOUDA TED WATER DISTRICT (BDD)-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 l714 )-388-2000 800)-422-4133 949)-631-1200 PUBLIC WORKS DEPARTMENT PLAYGROUND RESILIENT SURFACE RENOVATION - PHASE 2 AA'IWVED: < F= l.!t-----------,.�;--;a,"""",,.,....,.,.."""" _ __J er �-----1sTH STREET WEST 0 LOCATION 1: WEST NEWPORT COMMUNITY CENTER C-4494 S-po. ?Pl{) 0 LOCATION 2: BAYVIEW PARK 0 GENERAL NOTES 1.ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALLBE CONSTRUCTED IN ACCORDANCE 'MTH THE "STANDARD SPECIFICATIONS FORPUBLIC WORKS CONSTRUCllON, • 2003 EDlllON AND SUPPLEMENTS TO DA TE, EXCEPTAS OTHER'MSE STATED IN THE aTY's STANDARD SPEOAL PROVISIONS. OR IN THISCONTRAcrs SPECIAL PROVISIONS.2.EXISTING UNDERGROUND UllUllES ARE SHOWN AS PER AVAILABLE RECORDS. THECONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION ANDIN THE FIELD PRIOR TO BEGINNING CONSTRUCTION.3.ALL EXPOSED CONCRETE SURF ACES SHALL CONFORM IN GRADE, COi.OR,DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS.4.P.C.C. SHALL BE CLASS 560-C-3250.5.ANY DISCREPANCY IN THE DRA'MNGS OR SPECIFICA l10NS SHALL BE CALLED TO THE IMMEDIATEATTENTION OF THE CITY OF NEWORT BEACH PUBLIC WORKS DEPT. FAILURE TO DO SO 'MLL PLACE RESPONSIBIUTY ON THE CONTRACTOR FOR CORRECllON. 6.PROPOSED IMPROVEMENTS SHALL JOIN AND MATCH LINE AND GRADE OF EXISllNGIMPROVEMENTS.7.CORRELATION OF DRA'MNGS AND SPECIFICATIONS. ANY WORK NOT INDICATED ON THEDRAWINGS BUT CALLED FOR IN THE SPEOFICATIONS, OR VICE-VERSA, SHALL BE FURNISHEDAND PERFORMED AS THOUGH SPEOFICALL Y INDICATED AND CALL£D FOR IN BOTH. ANY WORKNOT INSTALLED ACCORDING TO DRA'MNGS AND SPECIFICATIONS OR ORDINANCES AND LAWSSHALL BE REPLACED AT CONTRACTOR'S EXPENSE. CONSTRUCTION NOTES 0 REMOVE EXISTING 3 1/2-INCH CUSHION LAYER ANDVARIABLE THICKNESS WEAR COURSE LAYERS. ® CONSTRUCT 4-INCH THICK P.C.C. BASE PER DETAIL B. SAND SHALL BERELOCATED IN THE PLAYGROUND AREA TO ACCOMMODATE NEW CONSlRUCTION. 0 CONSTRUCT 3 1/2-INCH THICK CUSHION LAYER.0 NOT USED® REMOVE D.5-INCH OF EXISTING RESILIENT WEAR COURSE AND CONSTRUCT 0.5-INCHTHICK WEAR COURSE PER COi.OR SCHEME ANO DETAILS. 0 © REMOVE 1.5-INCH SECTION OF THE EXISTING RESILIENT PLAYGROUND SURFACE AND CONSTRUCT 1.5-INCH RESILIENT SURFACE WEAR TOP PER COLOR SCHEME ON DRA'MNGS AND DETAIL A. NOT USED ADJUST PLAYGROUND EQUIPMENT TO MEET CPSC HANDBOOK FOR PLAYGROUND SAFETY GUIDELINES. ® INSTALL SKATE STOPS. @ CONSTRUCT 0.5-INCH THICK WEAR COURSE PER COLOR SCHEME AND DETAILS. ;; SHEET INDEX 0 LOCATION 3: EASTBLUFF PARK LOCATION MAP NOT TO SCALE c:::, LOCATION 4: SAN MIGUEL PARK /';'.'. .-��I crvn. QJ TITLE SHEET II]PLAYGROUND PLANS [Ij DETAILS APPROVAL RE�ENOED APPROVAL RECOMM£NDED Al VICES DIRECTOR oAlE S l i.o\,o DATE !OR CIVIL ENGINEER R.Ct. NO. 65329 -s-111,0 TITLE SHEET PLAYGROUND RESILIENT SURFACE RENOVATION -PHASE 2 1--,,0E=SIGNE�D --'-P -+ T OR�A�WN---'P-'--T --1 CITY OF NEWPORT BEA CH P-5225-S CHEO<ED DAlE A PUBLIC WORKS DEPARTMENT SHEET 1 OF 3 0 n ., ,C 6 P1ic1r1c : : : : ~ • • --• : : : :: : .. - . " . ' . . SEWER LINE §' _J, ID! ! ! ' 0,\'" -~ , '' \~.) -r--~ ' ~ J-i ... LJ,_ -~ ~ j , , f ' ! I I l[(i ,):' ' ~ tt\\ :1--- / ,'1' ,,,---- ', /. ~j i '' ~ \ .:.· .• ! © APPRO\m: NEER R.C.E. N . 7961 DAlE: -------"'--- 0 C-4494 , SER DAlE '2010 JOHN WAYNE <,-AIRPORT CITY OF COSTA MESA C 1v,o()', ;)'<2 If' VICTORIA ST CITY OF IRVINE "" 0 VICINITY MAP NOT TO SCALE SYMBOL LEGEND •POWER POLE Osco SANITARY SEWER CLEANOUT QSMH SANITARY SEWER MANHOLE <ti FIRE HYDRANT I WM WATER METER BOX &: SERVICE □GM GAS METER -------®----VALVf. POWER POLE ANCHOR 6 MONUMENT -x-x-x-FENCE BLOCKWAUL � TREE ao SHRUBBERY ..LLL .LL,/. ..LLL ..LLL. ASPHALT PAVf.MENT :::""" :::;:;:;:;:;:; BRICK WALK I : · I - . -.-.· .... CONCRETE �/////////� BUILDING ----EXISTING CONSTRUCTION ----PROPERTY LINE PROJECT LOCATIONS ABBREVIATIONS AC ASPHALT CONCRETE DIP DU CTI LE IRON PIPE VCP VITRIFIED CLAY PIPE RWY RESILIENT WEDGE VALVf. FE FLANGED END MJ MECHANICAL JOINT NTS NOT TO SCALE RT RING TIGHT STIL STEEL ABAND ABANDONED IP&:T IRON PIPE AND TAG MON MONUMENT CATV CABLE TV DWY DRIVf.WAY co CLEANOUT {SEWER) ARV AIR RELIEF VALVf. UN\\JERS\l"Y B/APPR BACK OF ALLEY APPROACH EV ELECTRICAL VALVf. SW SIDEWALK WWF WELDED WIRE FABRIC MLCCSP MORTAR LINED CEMENT COATEDSTEEL PIPE NEW CONSTRUCTION RCSCP REINFORCED CONCRETE STEEL CYLINDER PIPE ---t.---CENTERLINE t)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 SYSTEMn STREET LIGfH -u-SIGN F--=I GARAGE OPENING t::::-----------J WINDOW *SPRINKLER EMERGENCY TELEPHONE NUMBERS DAY CALL TOLL FREE 1-800-422-4133BEFORE YOU DIG SOUTIHERN CALIFORNIA GAS COMPANY SOUTIHERN CALIFORNIA EDISON COMPANY AT&:T CITY OF NEWPORT BEACH {UTILITIES DEPARTIMENT)ORANGE COUNTY SANITATION DISTRICTTIME 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)-611-1911 611 (949)-644-3717 (714)-388-2000 (800)-422-4133{949)-631-1200 PUBLIC WORKS DEPARTMENT GENERAL NOTES 1.AUL WORK DETAILED ON TIHESE PLANS TO BE PERFORMED UNDER CONTRACT SHAUL BE CONSTRUCTED IN ACCORDANCE WITIH TIHE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION," 2003 EDITION AND SUPPLEMENTS TO DA TE, EXCEPTAS OTIHERWISE STATED IN TIHE CITYS STANDARD SPECIAL PROVISIONS, OR IN TIHIS CONTRACT'S SPECIAL PROVISIONS. 2.EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. TIHE CONTRACTOR SHALL BE RESPONSIBLE FOR Vf.RIFYING TIHE ACTUAL LOCATION ANDIN TIHE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3.AUL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR,DIMENSION, AND FINISH TO ADJOINING IMPROVf.MENTS. 4.P.C.C. SHALL BE CLASS 560-C-3250. 5.ANY DISCREPANCY IN TIHE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO TIHE IMMEDIATEATTENTION OF TIHE CITY OF NEWPORT BEACH PUBLIC WORKS DEPT. FAILURE TO DO SO WILL PLACE RESPONSIBILITY ON TIHE CONTRACTOR FOR CORRECTION. 6.PROPOSED IMPROVf.MENTS SHAUL JOIN AND MATCH LINE AND GRADE OF EXISTINGIMPROVf.MENTS. PLAYGROUND RESILIENT SURFACE RENOVATION -PHASE 2 7.CORRELATION OF DRAWINGS AND SPECIFICATIONS. ANY WORK NOT INDICATED ON TIHE DRAWINGS BUT CALLED FOR IN TIHE SPECIFICATIONS, OR VICE-Vf.RSA, SHALL BE FURNISHED AND PERFORMED AS TIHOUGH SPECIFICALLY INDICATED AND CALUED FOR IN BOTIH. ANY WORKNOT INSTALLED ACCORDING TO DRA'MNGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. CONSTRUCTION NOTES C-4494 APPROVf.D: ______________________ DATE: ______ _ DIRECTOR OF PUBLIC WORKS R.C.E. NO. 36106 APPROVf.D: =,,,.,..,,,,,..,..,�,.,...,..,,...,..,.,=,=-======"'"="..,,..,,.==""'=-=-"="",=--=� DATE: ______ _ DEPUTY PUBLIC WORKS DIRECTOR/CITY ENGINEER R.C.E. NO. 47961 w :::, z <t <t F z w (.) <t _J �-----1 �-------·1=sr=H---=sr=R=E=Er�w=Es=r�___,, a.. 0 LOCATION 1: WEST NEWPORT COMMUNITY CENTER 0 LOCATION 3: EASTBLUFF PARK LOCATION MAP NOT TO SCALE 0 LOCATION 2: BAYVIEW PARK LOCATION 4: SAN MIGUEL PARK No. 65329 . 09-30-11 CIVI\, OF CAL 0 REMOVf. EXISTING 3 1 /2-INCH CUSHION LA YER ANDVARIABLE TIHICKNESS WEAR COURSE LAYERS. 0 CONSTRUCT 4-INCH TIHICK P.C.C. BASE PER DETAIL B. SAND SHALL BE RELOCATED IN TIHE PLAYGROUND AREA TO ACCOMMODATE NEW CONSTRUCTION.G)CONSTRUCT 3 1 /2-INCH TIHICK CUSHION LA YER.0 NOT USED® REMOVf. 0.5-INCH OF EXISTING RESILIENT WEAR COURSE AND CONSTRUCT 0.5-INCHTIHICK WEAR COURSE PER COLOR SCHEME AND DETAILS. @ REMOVf. 1.5-INCH SECTION OF TIHE EXISTING RESILIENT PLAYGROUND SURFACE AND CONSTRUCT 1.5-INCH RESILIENT SURFACE WEAR TOP PER COLOR SCHEME 0 © ON DRAWINGS AND DETAIL A. NOT USED ADJUST PLAYGROUND EQUIPMENT TO MEET CPSC HANDBOOK FOR PLAYGROUND SAFETY GUIDELINES. © INSTALL SKATE STOPS. @ CONSTRUCT 0.5-INCH TIHICK WEAR COURSE PER COLOR SCHEME AND DETAILS. - r C fC SHEET INDEX DJ TITILE SHEET [Ij PLAYGROUND PLANS QJ DETAILS APPROVAL RECOMMENDED RECREA T10N AND SENIORSERVICES DIRECTOR APPROVA L RECOMMENDED GENERA L SERVICES DIRECTOR APPROVA L RECOMMENDED SENIOR CIVIL ENGINEERR.C.E. NO. 65329 TITLE SHEET PLAYGROUND RESILIENT SURFACE DATE RENOVATION -PHASE 2 2,-;_;;;:....;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;1, ____ ....:..,._....:..,. __ ,.:.... ___ --I'" .... u-DATE ______ ,DATE ______ ,DESIGNED PT DRAWN PT CITY OF NEWPORT BEACH P-5226-S ,_,C�HE=c=KED�-l-'-L-+c-D�=��N-ov'-'2-01-0-1 PUBLIC WORKS DEPARTMENT SHEET 1 OF 3 17TH ST ..... - - .. . . • --.. ..... ..... /v • ,__::ii~ _1,-,__ J~j I z 0 ., C-4494 - ,;.\ l4 + .. I I I I • I ~ GRASS PLAYGROUNDEQUIPMENT EASTBLUFF PARK GRASS BAYVIEW PARK SCALE 1"=10' SCALE 1" = 10' PLAYGROUNDEQUIPMENT GRASS -----\I I I I I I I I I GRASS \ I I I I I I I \ PATH 1' FROM CORNER 11 I 3' TYP.-;_ PLAYGROUNDEQUIPMENT H=11" ---..["·•···::::7:::2\'.,I .. __ ..•. _:.· .. : .•. : :'l9 I 3· 10 ,-:...,_ •. · · · · · · · TAPEREDCURB H=O" 31' 39' WEST NEWPORT COMMUNITY CENTER SCALE 1"=10' I I I I I I ,---------------1 I I I I I I I 10.3 I I _____ J I 1------------7 I I I ::'c,�,1-11'-00\JI : s�;;�;:\t'� �·c__C·,�; I I I � L _ ------L---------___ _.l_ _ ------....... SAN MIGUEL PARK SCALE 1"=10' COLOR LEGEND @ TURQUOISE BLUE/GREEN SPECKLE @ DARK BLUE CONSTRUCTION NOTES 0 REMOVE EXISTING 3 1 /2-INCH CUSHION LAYER ANDVARIABLE THICKNESS Wl::AR COURSE LAYERS. I'>\ CONSTRUCT 4-INCH THICK P.C.C. BASE PER DETAIL B. SAND SHALL BE \::.,I RELOCATED IN THE PLAYGROUND AREA TO ACCOMMODATE NEW CONSTRUCTION. @ CONSTRUCT 3 1 /2-INCH THICK CUSHION LA YER. 0 NOT USED @, REIIIO','E 0.6 111011 OF □IIBllllO REOll!IEIIT 1:'iE:':R OOWRSE :•:110 OOIIS�WOf 0.6 111011'llllell ,ff!li� ee��9! PER eeteR □!ll lE�IE 111m BE'fi ill□. REMOVE 1.5-INCH SECTION OF THE EXISTING RESILIENT PLAYGROUND SURFACE AND - CONSTRUCT 1.5-INCH RESILIENT SURFACE WEAR TOP PER COLOR SCHEME ON DRAWINGS AND DETAIL A. NOT USED ADJUST PLAYGROUND EQUIPMENT TO MEET CPSC HANDBOOK FOR PLAYGROUND SAFETY GUIDELINES. INSTALL SKATE STOPS. CONSTRUCT 0.5-INCH THICK WEAR COURSE PER COLOR SCHEME AND DETAILS. I m v·, I Q_ C.> w,, LJ Q_ :_n REVIEWED SENIOR aVIL ENGINEERR.C.E. NO. 65329 C-4494 w_ PLAYGROUND PLANS PLAYGROUND RESILIENT SURFACE RENOVATION -PHASE 2 DATE L_j _ __j_ ______ ---+--t=.::.==���1---------r-=--=::-:::-=--::--I !• DESCRIPTION APP'D. DESIGNED PT DRAWN PT c1Tv oF NEWPORT BEACH _P_-_5 _2_2_6-_s_ � DATE BY 1--------'----'-----RE_VI _SIO_N_S -----�-1-;CH=Ec""KEDc;;--IL--t-;;cDf""fa--No_v_2-01-0-. PUBLIC WORKS DEPARTMENT Sl£ET 2 <F 3 , 1/ (r Ii Ii Ii \\ \\ Ii \\ \\ \\ I I \\ \\ Ii Ii l=-====- \ \ \ \ \ ----- --==- 6 -• 11 11 • I I I I I I I I I I I I I I I --- = D -· _, -• ■ -II ■- I I I I PRIMER URETI-IANE TO EDGE AT ALL CUT BACK AREAS EXISTING CONCRETE BORDER 6 NEW DESIGN A TED FALL ZONE.5-INCH WEAR COURSE OR WALK.�W�AY�-:--r:�-;-:-c;--:;-:,;-a;�"""..;_,�=====�·. t}}f i:J:f { f !:,�±2 1·,:/f:it\<{fr':;i\'t NEW 1-INCH CUSHION LA YER EXISTING CUSHION LAYER EXISTING SUB-BASE EXISTING BASE LA YER DETAIL A -1.5-INCH RESURFACE N.T.S 3 . .4,4 I._• <i · .. 4. CONCRETE CURB EDGE DETAIL D -FLUSH MOUNT CONSTRUCTION TO CURB/WALK/WALL N.T.S 10 EXISTING BASE 4" TI-IICK BASE ,__..JL_ __,,rr 2 EXISTING SUB-BASE EXISTING POST CUSHION LAYER .TAPERED ATPOST MINIMUN 2 CONCRETE FOUNDATIONFOR POST 3 DETAIL B - TURNDOWN OVER CONCRETE DETAIL C -POST EDGE INSTALLATION N.T.S CONSTRUCTION NOTES CONSTRUCT 4-INCH TI-IICK P.C.C. BASE PER DETAIL B. SAND SHALL BE RELOCATED IN TI-IE PLAYGROUND AREA TO ACCOMMODATE NEW CONSTRUCTION. CONSTRUCT 3 1/2-INCH TI-IICK CUSHION LAYER. REMOVE 1.5-INCH SECTION OF TI-IE EXISTING RESILIENT PLAYGROUND SURFACE AND N.T.S CONSTRUCT 1.5-INCH RESILIENT SURFACE WEAR TOP PER COLOR SCHEME ON DRAl'l1NGS AND DETAIL A. @ CONSTRUCT 0.5-INCH TI-IICK WEAR COURSE PER COLOR SCHEME AND DETAILS. - REVIEVEil DETAILS cu ::...J - C-4494 -Ll_ L-L-----L-------____jf----J-,s,..ENiirnioRirc'ivi1viL,---;;ENmGiNFINEETRR--I PLAYGROUND RESILIENT SU RF ACE : DAlE R.C.E. NO. 65329 RENOVATION -PHASE 2 cu l .__DA_lE_L_BY ___J ___ DESC_R_IPTI_O_N -------'-AP_P'_o. -+ D::cE::c:SIG::-;;NE"'"D_'-'PTtD,-,,RA;:;:-WN�PT�---1 CITY OF NEWPORT BEACH t-'--P ___ -..;c5-::2:-2-:5----_s:;::--11::cREVISIONS CHECKED DAlE PUBLIC WORKS DEPARTMENT EET 3 OF 3 � IL 17 NOV 2010 6 --4 4 -4_ ·4 .<; 44 "" "' ' <; . <; 4 4 ·<;4 ~ 4 <;; 4 , . '. 5 .• ·. . . ·, 4 4· • ,-.-..,-~ ' <; <; .4 4 4. 4 ~ -.;4 3 _.., " .-... "'· ,- • • -. • •-' <; I :_) I l