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HomeMy WebLinkAboutP_5237_SCITY OF COSTA MESA 'v1CTORIA ST VICINITY MAP NOT TO SCALE SYMBOL LEGEND ------ POWER POLE Oc;:lilV Osco SANITARY SEWER CLEANOUT QSMH SANITARY SEWER MANHOLE ~ FIRE HYDRANT ~ WATER METER BOX & SER\,1CE □GM GAS METER ------0------VALVE E---POWER POLE ANCHOR 6, MONUMENT -x-x-x-FENCE BLOCKWALL ~ TREE G{) SHRUBBERY ASPHALT PAVEMENT ~ BRICKWALK CONCRETE ~ BUILDING ----EXISTING CONSTRUCTION PROPERTY LINE NEW CONSTRUCTION PROJEC"F LOCATION ABBREVIATIONS AC ASPHALT CONCRETE PCC PORTLAND CEMENT CONCRETE DIP DUCTILE IRON PIPE VCP \,1TRIFIED CLAY PIPE RWY 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 VALVE B/APPR BACK OF ALLEY APPROACH EV ELECTRICAL VALVE SW SIDEWALK WWF WELDED \\1RE FABRIC MLCCSP MORTAR LINED CEMENT COATED STEEL PIPE ___ i;__ __ CENTERLINE RCSCP REINFORCED CONCRETE STEEL CYLINDER PIPE ___ --5 ____ SEWER LINE ~ 4"A.C. CORING INFORMATION -----W-----WATER LINE MCWD MESA CONSOLIDATED WATER DISTRICT ---G---GAS LINE --E--POWER LINE -T--TELEPHONE LINE -CATV-CABLE\,1SION LINE -SP--SPRINKLER SYSTEM :0: STREET LIGHT SIGN ~ t==J * GARAGE OPENING \\1NDOW SPRINKLER EMERGENCY TELEPHONE NUMBERS DAY CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG SOUTIHERN CALIFORNIA GAS COMPANY SOUTIHERN 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 (B00)-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 EASTBLUFF PARK FIELD IMPROVEMENTS C-6268 APPROVED: ---=rn=R=Ec=T=o=R~O=f~p=u=s=u=c=w~o=R~K=s=R=.c=.=E.~N=o~. ~47=9=51~---DATE: _____ _ APPROVED: ______________________ DATE: ______ _ DEPUTY PUBLIC WORKS DIRECTOR/CITY ENGINEER R.C.E. NO. 61527 LOCATION MAP NOT TO SCALE AS-BUILT DRAWING APPROVAL RECOMMENDED APPROVAL RECOMMENDED GENERAL NOTES 1. ALL WORK DETAILED ON TIHESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITIH TIHE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION," 2009 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTIHER\\1SE STATED IN TIHE CITYS STANDARD SPECJAL PR0\,1SIONS, OR IN TIHIS CONTRACT'S SPECIAL PRO'v1SIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SH0\\1N AS PER AVAILABLE RECORDS. TIHE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING TIHE ACTIUAL LOCATION AND IN TIHE 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 DRA\\1NGS OR SPECIFICATIONS SHALL BE CALLED TO THE IMMEDIATE ATTENTION OF TIHE ENGINEER. FAILURE TO DO SO \\1LL PLACE RESPONSIBILITY ON TIHE CONTRACTOR FOR CORRECTION. 6. PROPOSED IMPROVEMENTS SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS. 7. CORRELATION OF DRA\\1NGS AND SPECIFICATIONS. ANY WORK NOT INDICATED ON TIHE DRA\\1NGS BUT CALLED FOR IN THE SPECIFICATIONS, OR 'v1CE-VERSA, SHALL BE FURNISHED ANO PERFORMED AS TIHOUGH SPECIFICALLY INDICATED AND CALLED FOR IN BOTIH. ANY WORK NOT INSTALLED ACCORDING TO DRA\\1NGS AND SPECIFlCA TIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. CONSTRUCTION NOTES CD G) PROTECT IN PLACE. ~JJ~lf ~~gEh~RtE§~ NJr~~~EDFA1t~l~t~EEN WITIH #9 GALV. RINGS AT 18" O.C. AVAILABLE FROM WEST COAST NETTING, CONTACT: DAN KIRKLAND AT (928) 692-1144 OR APPROVED EQUAL. ~L1:\AJ.L f GALVANIZED AIR CRAFT CABLE COATED INSTALL 2" X 12" BACKBOARD PER DETAIL 3 INSTALL 10'-0' CHAIN LINK FENCE v.1TH POLYESTER NETTING SEE DETAIL 1. INSTALL BACKSTOP -35'-0" HIGH GALVANIZED STEEL POLE, 8" DIA. FOOTING AND REINFORCEMENT. SEE DETAIL 4B. INSTALL BACKSTOP -40'-0" HIGH GALVANIZED STEEL POLE, 8" DIA. FOOTING AND REINFORCEMENT. SEE DETAIL 4A. INSTALL CHAINLINK 4'-v.1DE GATE. SEE DETAIL 2, @ INSTALL 10'-0' HIGH CHAIN LINK FENCE PER DETAIL 2. @ ~Jc!t~~ 1ioo;l~~~R8~b~~~1z~~E s6~~~ir'}J-8" DIA. @ :~rN°c'\f ~i'E~1NPGCl~P~?df~ftJSpttDcNCil'Ns\1~1i1-L @ INSTALL POST CAP, GALVANIZED, TYP. @ ~rfci~5't ii~vt~ff6Ss¾~Et~W~~?0f1i~J; DIA. @ ~6~~~~lxfNTbN1Pi~~Wc~NJNtf~_cE, POSTS, RAILS, @ REMOVE EXISTING CHAINLINK GA TE, POSTS, HARDWARE, HINGES FOOTINGS, AND APPURTENANCES. @ ~6~~~~s~x1,5NTbN;Pi~i'W~~~M.osTs, HARDWARE, @ ~~~0~M;i~l~~\~R~rmf8: j?~L~~A~otr~ 1~~~~iW/;s W/PET FOUNTAIN, PULLBOX, AND APPURTENANCES. @ §6~8~h6J~RfNl1iNRli\~J\AHLkLCL§~~~co\~~T% A~BL ELECTRICAL OUTLET SHALL BE IN IS PROPER WORKING ORDER UPON COMPLETION OF TIHE PROJECT. @ CONSTRUCT 12-INCH WIDE BY 6-INCH THICK CONCRETE MOW CURB v.1TH #3 REBAR, SEE DETAIL 5. RECORD DRAWINGS lh-~ Dn11Ma1 MW bNI prwpnd bCllld • Ill 11111. _... hfannallln ... , llll~ilbllllwdlobl~atyofN..,.-IBladlllnot....,, ... fortts-y,norlle ma11or_....llhldilllll)'orina,nathawli-.kicarparatadkito'-plm!L SHEET INDEX IT] TITLE SHEET IT] EASTBLUFF PARK BASEBALL FIELD DEMOLITION, CONSTRUCTION, AND DETAILS IT] EASTBLUFF PARK FlELD IMPROVEMENT DETAILS APPROVAL RECOMMENDED TITLE SHEET SENIOR OVIL ENGINEER EASTBLUFF PARK • MUNICIPAL OPERATIONS RECREA]ON AND SENIOR R.C.E. NO. 65329 FIELD IMPROVEMENTS DEPARTMENT SER~CES DIRECTOR DATE EASTBLUFF PARK LOCATION • DATE DATE DESIGNED DRAVfN CITY OF NEWPORT BEACH P-5237-S PT PT CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 1 OF 3 PT 12 OCT 2015 EASTBLUFF PARK-DEMOLITION PLAN SCALE 1=40 EASTBLUFF PARK -CONSTRUCTION PLAN SCALE 1=40 SECTION /ELEVATION SCALE: 1" = 1'-0" CD ~E~~E~· J1~· j9°GAl~E~~gs w~~ 1~9,P6 !0~~~1L:S~~ 1~);~R ~ls\H ci\W~E~f1N~?ufc\-1ltc\"'.EN tfillES:_ DAN KIRKLAND AT (928) 692-1144 OR APPROVED EQUAL. @ ¼" GALVANIZED AIR CRAFT CABLE COATED CLEAR @ ~rnt£E A~gA~~~loHvO:L ~fci'rtfo 0f A~~~cCJT18~N\fl~~fMc°tTioNS 0 FASTEN NETTING TO CHAIN LINK FENCE RAIL W/ #9 GALVANIZED RINGS AT 18" O.C. 8) 2" X 12" COMPOSITE BACKBOARD PER DETAIL 3 ® ~~~~~t?Tc°:B~i t~2~~E~f~BiE~2;ui~~0~~L~~ [-/fY~6T~~G~Jii'tR FOR REv1EW AND APPROVAL PRIOR TO CONSTlRUCTION ® 10'-0' HIGH CHAIN LINK FENCE PER DETAIL 2 ® 30'-0" HIGH GAVANIZED STEEL POLE, 8" DIA. FOOTING AND REINFORCEMENT. SEE DETAIL 4C (j) 35'-0" HIGH GAVANIZED STEEL POLE, 8" DIA. FOOTING AND REINFORCEMENT. SEE DETAIL 4B @ 40'-0" HIGH GAVANIZED STEEL POLE, 8" DIA. FOOTING AND REINFORCEMENT. SEE DETAIL 4A ® GALVANIZED ¼" \\1DE FLANGE 111TH j" DIA. PROVIDE CONTINUOUS WELD AT TOP OF POST Q9) POST CAP, GALv1NIZED, TYP. CONSTRUCTION NOTES 0 0 G) 0 ® © 0 PROTECT IN PLACE. ~JJ~lf ~~nE'ht11tE§~ Ntf~~i;EDF:rf~l~t~EEN 111TH #9 GALV. RINGS AT 18" O.C. AVAILABLE FROM WEST COAST NETTING, CONTACT: DAN KIRKLAND AT (928) 692-1144 OR APPROVED EQUAL. ~L1:"'.t~L f GALVANIZED AIR CRAFT CABLE COATED INSTALL 2" X 12" BACKBOARD PER DETAIL 3 INSTALL 10'-0' CHAIN LINK FENCE WITH POLYESTER NETTING SEE DETAIL 1. INSTALL BACKSTOP -35'-0" HIGH GALVANIZED STEEL POLE, 8" DIA. FOOTING AND REINFORCEMENT. SEE DETAIL 4B. INSTALL BACKSTOP -40'-0" HIGH GALVANIZED STEEL POLE, 8" DIA. FOOTING AND REINFORCEMENT. SEE DETAIL 4A. INSTALL CHAINLINK 4'-WIDE GATE. SEE DETAIL 2, INSTALL 10'-0' HIGH CHAIN LINK FENCE PER DETAIL 2. INSTALL 30'-0" HIGH GALVANIZED STEEL POLE, 8" DIA. FOOTING AND REINFORCEMENT. SEE DETAIL 4C. @ :~~N°c'°J f~i'EJ1NPGcl~Pi?i{f~ftJspt~DcNciNs%R~1iil-L. @ INSTALL POST CAP, GALVANIZED, TYP. '14" INSTALL GALVANIZED ¾" WIDE FLANGE 111TH l" DIA. \'..::.' PROVIDE CONTINUOUS WELD AT TOP OF POST FOOTING SECTION 'A' SCALE: NTS G) TOP, BOTTOM, & MID RAIL, 1-5/8" 0.0. GALVANIZED STEEL PIPE ® LOCKABLE ADA ACCESSIBLE FORK LATCH, HEAVY DUTY , PRESS STEEL -GALVANIZED @ INSTALL 12-INCH HIGH, 9-GAUGE GALVANIZED KICK PLATE ON PUSH SIDE OF GATE. (±) RAIL END. TYPICAL ® POST CAP, GALVANIZED, TYPICAL ® STRETCHER BAND, TYPICAL 0 STRETCHER BAR, TYPICAL © ® © @ ~6~~~ilx~sJbNiPi~~~f~NfNtf~cE. POSTS. RAILS. @ ~~MGi\E F~ii~~i. CfJ~N~~~U~~~Atc°lJ:S, HARDWARE, @ ~6~~~ilx~sJbNip%9fi.i~~MosTs, HARDWARE, ® i~Bi~fo ~~~H~Ni~~~5~E~E~~:g~ t1~Y:0~H~~~ ~~~TOM. @ ~~~0¥M:~l'irJR~½~K1 j?LUL~~A~ot~~ 1~Y~~i~~s W/PET FOUNTAIN, PULLBOX, AND APPURTENANCES. REMOVE, STORE, LECTRICAL BOX. ALL ND ® 2-7 /8" 0.0. GALVANIZED STEEL POST, 8'-0" O.C. MAX. (@) CONCRETE FOOTING. SEE DETAIL A, THIS SHEET. @ (2) #3 CONTINOUS REBAR @ COMPACT SUBGRADE TO 95 PERCENT. @ g~tt~~~zKEDG1~htP~ttlNCH o.o •• wELDED. ALL GALVANIZED STEEL PIPE SHALL BE SCHEDULE 40. SEE CONSTRUCTION PLAN FOR GA TE LOCATION ALL GALVINIZED MEMBERS SHALL BE METALIZED, PRIMED AND PAINTED BLACK PER SPECS. DETAIL 1 BACKSTOP/NETTING ELEVATION-CHAINKLINK @ BALLFIELD SCALE: 3" -10' § HEAVY DUTY GATE HINGES, TWO PER GATE. @) (4) #5 VERTICAL REBAR @ #3 TIES AT 12" O.C. @ #3 TIES AT 2" O.C. NOTES: @ PROVIDE SCALED SHOP DRAWING OF FENCE CONSTRUCTION TO ENGINEER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION, SEE SPECIFICATIONS. ® CONTRACTOR TO PROVIDE 18" X 18" SAMPLE OF 6-GAUGE 2" X 2" BLACK v1NYL CHAIN LINK FOR REVIEW BY ENGINEER AND APPROVAL PRIOR TO CONSTRUCTION © ® ® ALL GALVANIZED STEEL PIPE SHALL BE SCHEDULE 40. SEE CONSTRUCTION PLAN FOR GA TE LOCATION ALL GALVANIZED MEMBERS SHALL BE METALIZED, PRIMED AND PAINTED BLACK PER SPECIFICATIONS. DETAIL 2 SEE FOOTING SECTION 'A' ~ gg~~~¥~TM6~1~8~B wJl?iH BJwg-b~i~1JChiKs #3 REBAR, SEE DETAIL 5. CHAIN LINK FENCE AND GATE z :=2 I t 0 F I '" C: g REVIEWED EASTBLUFF PARK ~---------;:::==:;:::=:::;::============;==;===============:::;::======:;:::===;;:===;::=::::;:;;::;;::===::::;:===:::;::===:'.__Ji w PT AS-BUILT SENIOR CIVIL ENGINEER FIELD IMPROVEMENTS i R.C.E. NO. 65329 DEMOLITION AND CONSTRUCTION DATE AWD. DESIGNED DRA\\N CITY OF NEWPORT BEACH P-5237-S PT PT ':], ~ f----DA_T_E--i--8-Y-i-----DE-S-CR-IP_]_O_N _____ --i---J-==-===:::;::====:J--------------~------11 C-6268 CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 2 OF 3 PT 12 OCT 2015 REVISIONS 3, o I N DETAIL 4A 2'-6" I EGEND· G)8'' DIA. GALVANIZED STEEL POST @gg~il~~-ll:UMvniRlJE 12" \\1DE @ CONCRETE FOOTING G) SUB GRADE SHALL BE COMPACTED TO 95% @ (6) #7 VERTICAL EPOXY 1 COA 1ED REBAR @11-#3 TIES AT 12" 0.C. (f) 3-#3 TIES AT 2" O.C. ® (2) tbA~~~T;iRois EPOXY I N.QIES; I @ ~~8v18f Tf~11iE~ui~9tr,mtr~RGS I. REVIEW AND APPROVAL II 3'" CLR. TYP. SECTION SCALE: NTS 40-FOOT HIGH POLE FOOTING w f-<t_ f-w (11 "' 12"1 ::::, 0 OLL z "'"' 0 o::::, 0 c2>- <IJo f-Z <(<( io I EGEND· l!d I, (DB" DIA. GALVANIZED STEEL POST r I= @ CONTINUOUS CONCRETE 12" \\1DE lg CONCRETE MOW CURB. • I, @CONCRETE FOOTING I= G) SUB GRADE SHALL BE 1lu_1 COMPACTED TO 95% 111 ® ~~A flD v~~~,ftL EPOXY I=-@ 9-#3 TIES AT 12" O.C. ljjj~ (iJ 3-#3 TIES AT 2" O.C. o =11 111= ® (2) ~6A~~n~ifi'~s EPOXY I 111 • ITTT 0 I= 111 , I~ 'I~ ljjjfl N.QIES; I , 1illn @ ~~gv1s~Tt~1~tEiuii?tTA't'.'l~l\'rfS ffi= REVIEW AND APPROVAL J'I 1=11111 =-3" CLR. TYP. SECTION SCALE: NTS 2'-6" DETAIL4C 30-FOOT HIGH POLE FOOTING 0 I DETAIL 4B 2'-6" I EGEND· SECTION SCALE: NTS 35-FOOT HIGH POLE FOOTING I EGEND· CD #3 REBAR CONTINUOUS, 2-#3 EPOXY COATED REBAR @ CONCRETE MOW CURB @ FINISHED GRADE . G) 90% COMPACTED SUBGRADE. ® 1/2" TOOLED RADIUS N.QIES; "' _J IDIII ~ II= I l=ffi=ffi=ffi=I l=ffi=ffi=ffig 11millmillmillmillm-11 1millmillmillmg ON • SCALE: NTS DETAIL 5 MOW CURB SEE ENLARGEMENT B 3/8" CLR SECTION 'B' SCALE: 1-1 /2 " 1'-0" CARRIAGE BOLT OVAL HOLE (3/4" DIA.) PER MANUF ACTURER0S RECOMMENDATION WASHER ENLARGEMENT B SCALE: N. T.S. DETAIL 3 BACKBOARD s'-o" TYP. ELEVATION @ BACKSTOP SCALE: 1 /2" = 1'-0" l.EGEt:l.ll;_ SECTION 'C' SCALE: 1-1 /2" 1'-0" G) 2" X 12" HOPE HORIZONTAL BACKBOARD BY "TANGENT TECHNOLOGIES". ROUTE ALL EXPOSED ENDS SMOOTH (TYP.) 111TH 3/16' QUARTER ROUND ROUTER BIT. CONTACT STEVE ANDERSON AT (630) 264-1110 OR APPROVED EQUAL @ CHAINLINK FENCE, SEE DETAIL 2 G) 10" X 48" X 1/4" GALV. STEEL PLATE \\1ELD TO POST @ 3" X 5" X 1 /4" CONTINUOUS ANGLE ® TWO (2) 1/2" DIA. CARRIAGE BOLT WITH FLAT WASHER SECURE HOPE LUMBER TO RAIL AND POST ® FINISH SURFACE 0 BACKSTOP POST, SEE DETAIL 4 @ 2-7/8" O.D. GALVANIZED POST, SEE DETAIL 4 ® 2-7/8" O.D. GALVANIZED RAIL WELD TO POST Q9 1-5/8" DIA. GALVANIZED TOP, BOTTOM , AND MID RAIL, SEE DETAIL 4 G_j) 1-3/4" SQ. POLYESTER MESH NETTING, SEE DETAIL 1 w DATE PT BY 11 ~----------{8 BEYOND llilIES;_ ENLARGEMENT A SCALE: NTS @ BACKBOARD SHALL BE TANGENT WOOD HIGH DENSITY POLYETHYLENE (HDPE) RECYCLED FOREST GREEN DURAWOOD PLASTIC BOARD AVAILABLE AT TANGENT TECHNOLOGIES, 1001 SULLIVAN, AURORA, ILL 60506. CONTACT STEVE ANDERSON AT (630) 264-1110 OR APPROVED EQUAL @ ALL SCREW, NUTS, AND WASHERS SHALL BE GALVANIZED STEEL © ALL STEEL PLATES AND ANGLES FOR BACKBOARD SHALL BE GALVANIZED @ ALL EXPOSED EDGES OF GALVANIZED PLATES AND ANGLES SHALL BE ROUNDED SMOOTH OR GROUND SMOOTH © MINIMUM LENGTH OF BACKSTOP BACKBOARD TO 8' (POST TO POST) ® PROvlDE 3/8" GAP BETWEEN HDPE BOARDS. BOARDS' NOT TO BE BUTTED TOGETHER @ AFTER INSTALLATION, CUT END OF SCREWS SO THAT MAXIMUM EXTIRUSION BEYOND NUT IS NO MORE THAN 1 /4" @ ALL EXPOSED ENDS OF THE BACKSTOP BOARDS TO BE ROUNDED SMOOTH WITH 3/16" QUARTER ROUND ROUTER BIT CD PROvlDE SCALED SHOP DRAWINGS OF BACKBOARD TO ENGINEER FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION Q) ~~~VWM~B~~i;;rA}~P~6v~~c~~1i~R~o Mt~~~ii"u6~o~NGINEER ® ALL MEMBERS SHALL BE GALVANIZED, PRIMED AND PAINTED BLACK PER CONTRACT DOCUMENTS ® ® 0 G) BEYOND G) C-6268 RrnEWED EASTBLUFF PARK AS-BUILT FIELD IMPROVEMENTS SENIOR Cl~L ENGINEER DETAILS R.C.E. NO. 65329 DATE DESCRIPTION APP-D. DESIGNED DRAv.N CITY OF NEWPORT BEACH P-5237-S PT PT REVISIONS CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 3 OF 3 PT 12 OCT 2D15 z 0