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GENERAL NOTES
OF BISON
NEWPO T
I ' BEAC .-
AVE
\
'., UNIVERSITY
RD.--<
CITY
OF
IRVINE
U.C.I.
ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL, EXCEPT AS
OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S
SPECIAL PROVISIONS, BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS
FOR PUBLIC WORKS CONCTRUCTION," 1997 EDITION AND SUPPLEMENTS TO DATE.
A. EXCAVATION
1 .REMOVE AND DISPOSE
WALK areas.
OF EXISTING WALKWAYS, CULVERTS, FOOTBRIDGES AND SOIL FROM F;WP,
2.ALL WALK AREAS SHALL BE COMPACTED TO 90% OF MAXIMUM DENSITY IN TOP 6 INCHES.
3.PROVIDE A 2 INCH THICK SAND BASE UNDER CONC. SWALE CROSSINGS.
4.PROTECT EXISTING CONCRETE WALKWAYS, ADJACENT TURF, TREES, AND SPRINKLER SYSTEM
COMPONENTS THROUGHOUT CONSTRUCTION.
5.ANY SPRINKLER HEADS REQUIRING RELOCATION DUE TO ALIGNMENT CHANGES OF THE WALKWAY
SHALL BE MARKED BY THE CONTRACTOR AND RELOCATED BY THE CITY.
B. CONCRETE
l .CONCRETE SHALL BE 560-C-3250.
2.SURFACE FINISH SHALL BE A MEDIUM BROOM (NON SLIP) FINISH.
3.EXPANSION JOINTS ADJACENT TO SWALE CROSSINGS SHALL BE 1/2" X 8" POLYFELT WITH
SIKAFLEX 1 A POLYURETHANE ELASTIC SEALANT/ ADHESIVE, ALL OTHER EXP. JOINTS SHALL BE 3/8"
FELT PER CITY STD. 1 08-l.
C. CONCRETE REINFORCEMENT
I .REINFORCING STEEL SHALL BE FS+20,000 PSI ASTM A615 GRADE 40.
2. FIBERMIX STEALTH MULTIFILAMENT FIBER REINFORCING, A SECONDARY REINFORCEMENT FOR
CONCRETE CRACK CONTROL. 3/4" FIBERS SHALL BE THOROUGHLY MIXID INTO CONCRETE AT A
RATE OF 2 LBS. PER CUBIC YARID PER THE MANUFACTURES RECOMMENDATIONS.
FIBERMIX STEALTH FIVER SHALL BE 1 00 PERCENT VIRGIN POLYPROPYLENE MUL Tl FILAMENT BUNDLES
EXTRUDED FROM POLYPROPYLENE RESIN CONTAINING NO REPROCESSED OLEFIN MATERIALS. FIBERS
MUST BE SPECIFICALLY MANUFACTURED FOR USE AS CONCRETE SECONDARY REINFORCEMENT,
VOLUME PER CUBIC YARD SHALL EQUAL A MINIMUM OF 0.1% AND BE ALKALIPROOF. FIBERS MUST
COMPLY WITH APPLICABLE BUILDING CODES AND ASTM C-1 1 1 6. FIBER SHALL BE MANUFACTURED
BY FIBERMESH DIVISION, SYNTHETIC INDUSTRIES, 4019 INDUSTRY DRIVE, CHATTANOOGA,
TENNESSEE, USA, 37416. (615) 892-7243.
CITY OF NEWPORT BEACH
EASTBLUFF PARK
WALKWAY RECONSTRUCTION
APPROVED:
APPROVED:
DATE
4-2..D -oo
NEWPORT BEACH GENERAL SERVICES DIRECTOR DATE
PHASE .I[
CONTRACT NO. 3334
EMERGENCY TELEPHONE NUMBERS
AGENCY DAY
SOUTHERN CALIFORNIA GAS COMPANY 1 (800) 624-8153
SOUTHERN CALIFORNIA EDISON COMPANY 1 (800) 611-1911
PACIFIC TELEPHONE COMPANY 611
CITY OF NEWPORT BEACH (UTILITIES DEPT.) 1 (949) 644-3011
COUNTY SANITATION DISTRICTS 1 (714) 962-2411
COMCAST CABLEVISION 1 (714) 542-6222
UNDERGROUND SERVICE ALERT 1 (800) 227-2600
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V<.<:>~ DIAL TOLL FREE ~@ 1-800-227-2600
AT LEAST TWO DAYS
BEFORE YOU DIG
UNDERGROUND SERVICE ALERT OF SOUlHERN CALIFORNIA
20271 ACACIA ST., SUITE 120
NEWPORT BEACH, CA 92660 TEL (949) 251-8999
DATE BY
NIGHT
1 (800) 634-0251
1 (800) 895-0221
611
1 (949) 644-3717
1 (949) 542-6222
1 (800) 227-2600
DESCRIPTION
REVISIONS
SHEET INDEX:
1 COVEi< SHEET
2 CONSTRUCTION PLAN
3 CONSTRUCTION DETAILS
APPROVED
DAT 0
APP'D. DESIGNED DRAWN
CHECKED DATE
EASTBLUFF PARK
NEWPORT BEACH, CALIFORNIA
WALKWAY RECONSTRUCTION
PLAN
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
P-5176-S
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CONSTRUCTION NOTES § EXlSTNO PAAKlnl LOT
. f.XISTINO COtC. WAI.JC• ~TECT Ii Pl.ACE
..OIN EN:> Of EXJSTNO WAU<
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◄ EXlSTNO lU\fEO SWA.1..E
• REJ./OVE EXIS"TNJ FOOT llROOE & REOAAOE SOESOF s,;,u_ TOAOElffi.£ SLOPE TO MATCH EXIS"TINO TU\F SW,U. PWITINO Of NEW SOD SH>UBE PEAFOfWlaD BY OTHERS
,. EX1ST1NOmee.PAOTEcr1NPUCE-DO N01 cu-r Roof., "'"' '"ATie:,., fHAN 2• D 1A-1-11THouf PRIOR_ APP.i.ovA1-oF c.1jy's u r:z.eAN i::oi:.1a--sj1:12-
a. S'YJALE CPOSSINQ MJl4lc:RONE, RE'-OVE EXLSTIN() 1D l-01 PIPE NIO A.C. PAWIIJ ANOCONSTRt.CT NEWOON:.CPOSSH.3 PER OETAI.HEREON
0. • tO< ThO<COIG. WAU("1Ttt 3.6tO<EXPN<SOH..0MS O ◄8"-0-0HC.NTEA WIWEAKE,,,;D PI.ANE..OMS O q'-o-O.C.(W.P..l)
N::>. ◄ SM:lOlli tx'.>'.\£L 8,ARS O 15• 0.C. PER STD• 106 ·L
11 6Lt01THO<COhC. SWAlfCROSS~ONJ. '1''MTH t,C, 4 BAAS AT 12"0.C. EA WAV INCENTEAOf SlA8 -SEE SECTON OETAL
SLOPNJ COhCRETE SH)V..OERAWAY Ff'lOM U FT. WICE WAUONQ SU\FM;f, TO NIE.RT OF SWALE LINE. FINISH SH:>ll.DEA 'MTHACOARSE BROOM (t..oN · SUP) SURF>CE
AREA REOUlftHQ REOSIAO<NO TO ..OIN EDOE OF CO,.C.WAI.K SOL SHIU ..OIN CONCRETE , \.-NCH, . , BEi.OW FIHlSH SUlFACE OF CONC. TO RECEIVE SOD BY OTHERS. -lt
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NOS ra:l3 POO Sc.AlES 01.A.NNEL 'WIDi le.J&-20 l'Oi SECTlONS Of HIGH MPN:r PLASTC ORATES. INVERSE OF CHANNEL SHAU. SLOPE TO M>.TDi SWAJ.£ GRADIENT, INLETS ORATE SUPEN:;E SHAU. NJT uJ
EXCEED 2 '9 TOWAROS NAT\JAAL SWAU: fl.DW DIRECTOH
Q SlOP1NO NOStm PVC DLAAOW<Na "'1"H llOTTOMCUTTO MATCH fflEITT GfWllENT. l'OUASLOf>INOCONCRETE SH:l\.Ul£A FLUSH"'1"H CHANNS. SURFACE· SEE 0€TAI.. \11
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16. F()UTE NEWWAU< AWAY fROM8EOOFORJCl!NAL WM.i<.AS lhOCATEDmo OAADE SOIL EOOES TO ..OIN NEWWJ,,JJ(POSITON
17. OA.SttE.DUNE 1-IDCA.TESL.OCATONOF EXLSTINGA.C. WALK
EXISTNG SCHCIOL °"TE
EX1Sllh0 SC001. 0iAJN L.NC FEr-ct:: • PROTECT IN Pl.ACE
CX)tC. W~ FHSH OR.ADE SHALL MATQiPA'v'E..✓.ENT OflADE AD.lACEHf TO FEM:E
CONCRf'TI. l\.RNNO.N). ACUJST L.OCATON 10 Jrr,,cNIMIZE CONFL..CT WID1 EX.ISTV-0 TREE
SOOll.E 40....,; St£EVE ,o l'O<ES OELOW GfWlE FORF\/1\ff IRRIGAOOH. EXTfhD ENOS '2 INCHES BEYOHO WALK EDOf, C>P PtPf 1'MJ PfOVlDE CHISEL MAAK AT EACH SIDE Of WALK TO·""""<
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EASTBLUFF PARK
NEWPORT BEACH, CALIFORNIA
WALKWAY RECONSTRUCTION
PLAN
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
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