HomeMy WebLinkAboutR_5884_SSTORM DRAIN
GENERAL NOTES
,.,..,_ CXN:RE'IB IN n'INFCl«:ED o:K:RE'IE S'J.lUX:'nJRES lf.JST BE 3250 PCXlNDS PER
~ llOI IN 28 DAYS; TYPE OF PORTLJ\ND CD!cNl' CXN:RE'lE 'IO BE llE'IERMINED
BY OCEHA Hl'.TERIAL0 LI\B.
2. ALL PIPE UN:',!IS ARE !DUZQWIL PROJECTIOOS, UNIESS CIIHERWISE S!KHl.
~. !'al. TREIO! EXCA\'l'.TICl\S IN NATIVE SOIL, ~ SIIALL BE P!UJIDED 'IO SATISFY
S'D'.'IB OF' C.ALIFOHNlA SI\FE'IY ~.
4. PIPF. CCtlSTROCTlOO IN FILL AREA lf.JST BE ccaIDINAn:D WITH THE GRADING TO
IN~'\JRE THAT 'WHl::N TIIE FILL OPERATIOO llAS BEEN CCK>LE'IID AT GRADE THERE IS A
Ml."UM!.M 2 FEET <)F FILL AWN£ THE 'Il'JP OF PIPE.
5 • ALL 'IORK MJST BE IN ~ Wl'IH THE a.rnRENT awa roJNTY E .M.A.
STJ\NLVIIU) SPECIFICATIOOS AND MJST BE KEPI' a, THE JOB SITE AT ALL TIMES.
6. THE O.'NJ'RACTOR MLJ,·r OOl'IFY TIIE OCEMA INSPEl:'IOR Al !EAST ~'ID (2) IDRKING
ll,\YS P.'UOR 'IO ~ OF 11NY CCtlS'IBOCTICJI BY 'l'EIEPHCJIIN.~ 834-3488, OR
BY WR1100 THE C,!W!GE =rY E.M.A., ATIN: COOSTROCTIOO, P.O. BOX 486,
SANTA AN/. .. , CA 927C•2.
7. ALL "lLIS lfJST BE 'OlPACTED TO 90\ REIATIVE ro1PACTIQI AS DE'l'ERMINED BY THE
CALIFORNIA TEST o4E'l1lOD NO. 216-F, 1963 "FIVE IAYER METHOD." ALL Bl\CKFILL
MUST BE F'RE.E OF VEzrABLE MATIER.
IMPROVEMENT PLANS FOR
CONSTRUCTION OF
IRVINE AVENUE
AND
ORCHARD DRIVE
BLOCK 5450, MODULE 73, 74
* NOTE
QUANTITIES SHOWN ARE FOR PERMIT
PURPOSES ON!:,Y, CONTRACTOR SHALL BE
RESPONSIBLE FOR HIS OWN ESTIMATE FOR
BIDDING AND SHALL BID A COMPLETE
JOB, CONTRACTOR SHALL ALSO ADVISE
OWNER AND INGINEER OF ANY APPARENT
DISCREPANCIES IN ESTIMATES.
CONSTRUCTION NOlES & ESTIMA lED QUANTITIES*
SHEET /NOEX
/. r; TLE ,S'HF.£1"
!. STREET I.A.IPROV€M€NTS
.3. TRAFFIC CONTl?Ol. Pt.AN
f $Tl(/PING PL.AN
l
2
3
CONSTRUCT
CONSTRUCT
__ " A.C. OVER
-'--" A,C. OVER
-~" A.B.
__ • A.B,
CONSTRUCT CURB AND GUTTER PER A.P.W.A. 104-0-0C, "TYPE A2-
6"
4 CONSTRUCT CURB AND GUTTER PER A.P.W.A. 104-0-0C TYPE "A2-
8"
5 RELOCATE EXISTING FIRE HYDRANT PER WATER PLAN
6 CONSTRUCT DRIVEWAY PER OCEMA STANDARD 1210. W=28" X • 4'
Y=S'
7 CONSTRUCT MODIFIED DRIVEWAY PER SHEET 1
8 CONSTRUCT SIDEWALK PER OCEMA STD.
9 CONSTRUCT A.C., BERM
10 CONSTRUCT 3' WIDE VALLEY GUTTER PER DETAIL SHEET 1
6~4 SF
862 SF
302 LF
7'L4 '-F ,&_
I EA
e88 SF
ZOO SF
480 SF
13 LF
7Z SF
8. ALL SURVE'{)N; RE::OIRED FOR VERTICAL AND HORIZoorAL ALI= MUST BE
PRDVIDED BY 'IBE CXNJRAC'lOR OR DEVELOPER AND SUFFICIENT REFERENCE STAKING
MUST BE IN J\lroR!li.ocE WITH 'IBE REQUEST OF 'll!E OCIIIA ~-
I Af Plf O ll'E/11 E /1/r
AR~,4 11 SAWCUT A C PA VIA'G • 450 lf'
9. ALL REINFORCE.D 00•1:Rt'lE P,P:: MUST BE BEDDED IN A::C0RDANCE WITH PIPE BEDDING
DETAIL PER OCEMA STl\ND1\RD PIA."l 1319.
10. CXNIRl\C'IOR WILL OOI'IFY o.c.E.M.A. MATERIALS I.>.B (PHONE te,4-3491) 48 HOURS
PRlOR TO D-UWJ 'IE.5TING Ct R.C.P. FOR VfRIFICATIOO OF RESULTS.
11. PRIOR TO THE P!Jl,CEMNT OF STURM DRAIN IMPROVEl1E:N'l'S, THE IJEVEIDPER'S SOIL
!:Ni~ Sl!Al, .• CERTIFY IN WRITING TO 'lfil E.M.A. INSPEC'Jr..11 THAT THE STORM
DRAIN'S SUBGRAf.,, IS OF ADEQUATE S"rnENGTI! 10 SUPPORT THE STROC'IURES AND N,"Y
ANTICIPATED I.OI\J' S.
12. PP10R TO 'IBE Ol-m=!EN'!' OF COOSTRlX."rICJI, THE DEVEl.DPER'S CXNIBl\CIOR SP.'-!L
OBTAIN A PERM•T Flil:M 'll!il STA:IB DMSICJI )F INDUSTRIAL SAFETY. A CJJ?Y OF
PERMIT SHALL BE KEPI' 00 THE JOB SITE AT ALl TIMES,
13. WHENEVER J>.PPLl :ABLE, 'IBE llE.VEI.O',.'ER Slll\Ll· OBTAIN A PERMIT F10-I 'IllE STATE
!JEPAR'IMENT OF FISH AND GAME IN ACCORllA <CE WITH SECTICJI 1602 OF 'IBE
CALIFORNIA FIS!: l\ND Gll.'1E CODE PRIOR TO aM1El./CrnENI' OF COOSTROCT:ON,
. 14. ALL SIU:L THAT IS 'IO BE COOTJffiXJUS SIIALL BE IAPPED A MINIMUM OF 45 8.'>R
DIAMETERS.
15. ALL MA.."'ERIALS TESTING FOR 'IBE llRAINl\GE FJ\CILlTIES SHALL BE PROIIIDED BY THE
ocrnl\ MA.'IBRIALS LI\B IN ACCORDANCE WITH 'IBE NUMBER, IL'CATICJI, AND l'REQUEICY
REQUESTED BY 1\IE OCEMA INSPECTOR.
l 6. Cll!IMFER ALL EXPOSED EIXiES OF a:NCRETE 3/ 4" MIN,
17. A PERMIT FOB w::RK WI'll!IN EXISTING S'ffiEET RIGHT OF W1\Y IS REl:;oIRED l'RCM 'IBE
cx::n-.. fat /I•~ ~ NECESSARY ftR CQIS'IBOCTIOO IN PUBLIC lUGHT OF
WAY.
18. u:oorK OF MIINl!OIE STRilC'!URES MIIY BE INCREASED 'ro MEET P lPE ENDS A1' OPJ:100
OF cnrnw::'I'">R AS LCN, AS REIN"ORCING STEEL IS cn:<TINUED AS REl:;oIRED. ANY
Oll\NGE 1N SP•JR IL'CATIOO i·lUST BE J>.PPROIIED BY THE ENGINEER.
19. F.UX>R OF 111\NilOLE STROC'IURE SIII\LL BE S!'EEL ~.Ell 'ro SPRlNG LINE.
20, BODY OF MI\NIIOLE S'I'Rll..""'I'lJRE, IN,':lllDING SPUR, MUST BE PCIJRED IN CtlE CONTINUOUS
OPERATICN, EXCEPT THIIT COOSTROCTIOO JOINT AT THE SPRING LINE WITH A
tl.'.NGITUDIN.'<, KEYWAY IS PERMITTED.
21. ALL REINF( .rem::; B!1RS MJ..lST BE SECURELY HEID IN PIJ\CE IN THE FORMS. '!ID-WAY
MATS OF STFEL MUST BE WIRED TCGETHER BCml 'tlAYS Kr ALTERN!llE INI'ERSECTIOOS.
22. S'.toRM DRAPI BACKFILL ftR ALL FJ\CILITIES WITHIN STREET RIGHT OF WAY IS TO BE
PLI\Cl:D ~ l Cll!PACTED UNDER a»1A INSPEX:TIOO Ar<""il MEET OR EXCEED OCEMA
MINillllM SANOIIRDS,
23, l\LL PIPE 'O BE BANDED !IND GROCl'ED,
24. RCP Slll\Ll, Cll!PLY WITH ALL A.S.T.M. APPLICA!lli: STANll!IRDS.
25, IDRKING jj1'n!IN CRI\NGE OJUN'l'Y FLOOD cnmlOL FJ\CILI':'IC:S IS P,ESTRICTiD 'ro 'IBE
PERIOD OT' APRIL 15 'ro OCl'OBER 15,
26, ALL CAT:!! BASINS /IND l.lX:AL DEPRESSICNS SHALL BE CQISTROCTED PER STREET
IMPRC'v'Et'i:lfi PlJINS IN .~ WITH CXDIA :,TI\NDIIRll PLANS.
'n{.;: <n-'I'RIIC'IOR SHALL CQl!U.."l' CQIS'IBOC'l'ION OPERATICNS IN S\D! A MANNER THAT
S'IOFM O!l cm!Ell whTERS l-11\Y Pru:a:ED UNINTI:RR!JPTED AUN, THEIR El(!STING STREET
<CR DRAINAGE OOJRSES.
28. n; ~ a:xJRSE OF W11IBR a:Nl'ROL, THE CXNIBACTOR SllALL a:N00:T CQISTROCTI-.!NR
OPERATICNS 'ro P~ WA'JERS FR£M POLUJTIQI WITH Fi.lElS, OILS, BIFUMENS, 0
!!ARMFUL MA'IBRIALS. ,•
?.9. lOCIIL !JEPRESSICNS l\ND DECKS OF CURB 1N1EI'S SlW.L IOI' BE POURED UNTIL
AroACENr CURB l\ND G!1I'IBR llAS BEEN POURED.
-
TYPICAL SECTION
IRVINE AVENUE
N.T.S.
PROJECT
LOCATION
EMERGENCY TELEPHONE NUMBERS
AGENCY NUMIJ[R ~IAM[
SOUTHERN CALIFORNIA GAS COMPANl' (800) 422-4133 UNDERGROUND SERY1CE ALERT
SOUTHERN CAUrORNIA £DISON COMPANY (714) 973·5491 JOHN McMANN 7
NOTICE TO THE CONTRACTOR PACIFIC TELEPHONE COMPANY (800) 422-1133 UNDERGROUND SERY1CE ALERT
COMCAST CABLE (714) 542-6222 CONZO THE EX!SITENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTIJRES
SHOWN ON TH!':SE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS.
THESE LOCATIONS ARE APPRO:<IMA TE AND SHALL BE CONFIRMED SY THE CONTRACTOR,
SO THAT ANY NEr.ESSARY ADJUSTMENT CAN BE MA'lE IN ALIGNMENT AND/OR GRADE
OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRE-
CAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES
NOT ON RECORD OR NOT SHOWN ON THESE PLANS.
SANrA ANA HEiii/iTS WATElf COMPANY
A PPli'C veo: ORANGE COVNTY l'/~li MARSHAL.I.
"IPPRD VEO,
BENCH MARK:
B.M. f/C.M.-20-70; 4" ALUM. DISC
STAMPED CM-20-70 SET ON TOP OF CONC.
HOWL., 0.7 N.E. OF S.W. END, IN S'LY PART
OF INT. OF MESA DR. & IRVINE AVE. 59'S.E.
OF CENTERLINE IRVINE (OLD TUSTIN AVE.)
& 38' S.W. OF Ct:NTERLINE MESA DR.
ELEV.=25.871 (1976 ADJ.)
BASIS OF BEARINGS:
THE BEARINGS ON THIS MAP ARE BASED
ON THE CENTERLINE OF TUSTIN A VENUE
BEING NORTH 39' 48'55" EAST AS DESCRIBED
IN O.R. 1597-123 AND IN TR. NO. 376 M.M.
15-29.
DEVELOPER:
BURNETT-EHLINE CO.
2050 S. SANTA CRUZ
STE. 100
ANAHEIM, CA. 92805
(714) 978-0366
I
OWNER:
BURNETT-EHLINE CO.
2050 S. SANTA CRUZ
STE. 100
ANAHEIM, CA. 92805
(714) 978-0366
I
12
LOCATION MAP
, ,
llil~ W Wl@~ 'TI'
!Bl~ Bl«:: IMl
VICINITY
N. T. S.
MAP
NTS
~~W~@~'TI'
!Bl~ ffe. «:: 1M]
4, "c,
r /t C: PAV/NG-/
VALLcYCUTTER
--
/"'CF
MODIFIED DRIVEWAY -·----------------WITH SIDEWALK RAMPS
N.T.S.
N
12 CONSTRUCT SIDEWALK RAMP PER DETAIL SHEET
13 CONSTRUCT 12" RCP
14 CONSTRUCT CONCRETE COLLAR
15 CONSTRUCT INLET "TYPE I" PER o.c.E.M.A., STD., 1301 W=3.5'
16 CONSTRUCT LCCAL DEPRF.SSION PER O.C.E.M.A. STD., 1308
17 CONSTRUCT BROOKS PROOUCTS INLET NO 2424 WITH TRAFFIC GRATE
OR .APPROVED EOUAL
16 CONSTRUCT (12,000 WMEt.iS) 5nntT LIGHT P'f'.I< OUM/'\ 5Til 1411
l'I C,I/N-ei1l"tXT ~ ,U!"l-,1 OOT !"AO f'CfZ. ~ 11to
C W!Ot'f'\£:P ~ f'l.J'-,-,f} . ..,-----.
C~T Wl'-t>"T'(fe A\-8 ff.I', At"WA 104•0·0C-
GENERAL NOTES
2 EA
28 LF
I EA
EA
I EA •
I EA
I EA
IO~(p ':>f'
61 t.F &
1, THIS NOTE HEREIN INCORPORATES BY REFERENCE, THOSE CENERAL NOTES NUMBERED l THROUGH 17 OF
OCE~.A STANDARD PLAN 1801, 1986 EDITION.
2, THO: DFVELOPER/C'ONTRACTOR SHALL HAVE II COPY OF THE CURf'ENT OCEMA STA:,DARD FLANS ON THE
CONSTRUCTION SITE !IT ALL TIMES.
3. THE DEVELOPER SHALL TELEPHONE EMA/PUBLIC WORKS/CONSTRUCTION AT 834-3488 AT LEAS'I 24 HOURS
PRIOR TO STARTING CONSTRUCTION WORK SUBJECT TO EMA/PUBLIC WORKS' INSFECTION.
4, EMA ENCROACHMENT PERMIT REQUIRED. E~.A APPROVED PLANS DO NOT RELIEVE CONTRACTOR/DEVELOPER
FROM RESPONSIBILITY TO OBTAIN PUBLIC PROPF.RTY PERMIT WHICH SHALL BE AVAILABLE ON THE JOB
AT ALL TIMES WORK IS BEING ACCOMPLISHED IN 'I'hi': PUBLIC RIGHT-OF-WAY.
5. ALL CONCRETE CURB AND GUTTER FLOWLINES WITH LESS THAN 11 GRADE SHALL BE WATER TESTED
PRIOR TO FINAL FINISHING TO INSURE PROPER DRAINAGE WITHOUT UNACCEPTABLE HIGH OR LOW
SPOTS.
6. ALL UTILITY TRENCH BACKFILL ANO COMPACTING INSPECTION OUTSIDE THE LIMITS OF DEDICATED
STREET RIGHT-OF-WAY SHALL BE PERFORMED OY OCEMA REGULATION.
7. ALL DAMAGED CONCRETE SIDEWALKS OR CURBS SHALL BE SAW-CUT TO THE NEAREST TRAIISVERSE SCORE
hARK OR ADJUSTABLE CONTROL JOINT OR WEAKENED PLANE JOINT ANO REPLACED IN CONFORMANCE WITH
THE APPLICABLE PROVISIONS JF OCEMA STANDARD PLANS.
8. DEVELOPER SHALL MAINTAIN ADJACENT STREETS IN A NEIIT, CLEAN, DUST FREE AND SANITARY
CONDITION AT ALL TIMES AND TO THE SATISFACTION OF COUK1'Y' S INSPECTOR. THE ADJACENT
STREETS SHALL BE KEPT CLEAN OF DEBRIS, WITH DUST AND OTHER !IUISANCE BEING CONTROLLED AT
ALL TIMES, DEVELOPER SHALL BE RESPONSIBLE FOR ANY CLEAN UP ON ADJACENT STREETS AFFECTED
BY HIS CONSTRUCTION, METHOD OF STREET Cl.EANING BE BY ORY SWEF.PING OF ALL PAVED AREAS. NO
STOCKPILING OF BUILDING MATERIAIS WITHIN THE COUNTY RIGHT-OF-WAY WITHOUT THE PERMISSION
OF COUNTY'S INSPECTOR.
9, PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET PAVEMENT, STRIPING ANil
STENCILING WITHIN THE PERIME"rER OF THE CONSTRUCTION PROJECT WILL BE RESTORED TO A "LIi(!;
NEW" CONDITION, IN A MANNER MEETING THE APPROVAL OF THE DIRECTOR OF PUBLIC WORKS, ALL
STRIPING AND STENCILING SHALL BE ACCORDING ~O STANDARD PLAN NO. 1801, NOTE 17.
10, TRAFFIC SHALL BE MAINTAINED AT ALL TIMES AND SHALL BE PROTECTED WYTI! ADEQUATE BAP.Rir.ADES,
LIGHTS, SIGNS AND WARNING DEVICES AS PER '£HE CURRENT STATE OF CALIFORNIII, DEPARTMENT OF
TRANSPORTATION, MANUAL OF TRAFFIC CON1'ROLS AND TO T!IE DIRECTIONS OF THE COUNTY'S
INSPECTOR.
11. OCEMA STANDARD FLANS SHALL TAKE PRECEDENCE OVER ANY CONFLICTS EXCEPT FOR STANDARD PLANS
AFFECTING UTILITY COMP,\NIES, IF THEIR STANDARDS ARE MORE STRINGENT.
12. ANY UTILITIES UNDER P.\VED AREAS OF PRIVATE STREETS SHALL HAVE A MINIMUM OF 30" COVER AND
DEVllLOPER SHALL PROVIDE PRIVATE LABORATORY COMPACTION CERTIFICATION FOP. ALI, UNDERGROUND
UTILITIES PRIOR 'l'O ANY PAVING. DEVELOPER SHALi, SET UP A MEETING 'IIITH THE INSPECTOR AND
THE PRIVATE LABORATORY PRIOR TO ANY TESTING.
13. A.C. PAVEMENT PLACED UNDER C~.RPORTS/ROOFS SHALL BE SLURRY SEALED BEFORE FIHAL ACCEPTANCE.
14, NO CONCENTRATED FLOWS ACROSS ASP!II\L1' P/\VEME'IT WITHOUT COUNTY INSPECTOR'S APPROVAL.
ilr.;· Rll (15382)
• beet 1 ot )
-~ ----
. -~u&a-t~E-
THIS PLAN IS ,'GNED BY E.M.A. REGULATION FOR CON':EPT AND ADHE-
RENCE TO COUNTY STANDARDS AND REQUIREMENTS ON, Y. E.M.A. REGUL-
ATION IS NOT RESPONSlBLE FOR DESIGN ASSUMPTIONS OR ACCURACY.
COUNTY OF ORANGE
E.M.A. REGULATION OIViSION
CO.JNTY OF ORANGE
ENCROACHMENT PERMIT NO . ..8/J·l4'0C,·CT AGG. BASE
~TRAFFIC ENGINEER/NG DIVISION .
BY, • RCF:.3Yt,BS _E,p Dote 7/1o/f1 DATE I /z,/a,
THIS PLAN IS SIGNfO BY f.MA.IT.£.D FOR CONCEPT AND AOHfRf~
cou,,rry TRAFFIC SIGNAL. SIGNING AND STRIPING STANDARD$ AND RfOUIR£M£NTS
ONL't £.MA/TEO. IS NOT RESPONSIBLE FOR OfSIGN ASSJMPTIDNS OR ACCUFIJJC'(
EMA approved plans do not relieve contractor/developer from.
reaponaibility-to obtain public property permit vhich shall be·
av1ii1ble on lhe job at all times work is being accomplished.
ln publl right of vay,
.... ... .,, ...
;:; No. C Q,I0995 •
~ E1p,i3_-J..:.l1'--~•~1 •
•
PREPARED BY:
THE
KEITH
COMPANIES
'l'UNNINP • 'i:Jf,,,,.,,,.
• U&ll/1'1!Cffl/U -~ ..
• /,AND su1t,,m.w;
• WCcfflif'
5-1-fi
DATE
VALLEY GUTTER
N.T.S.
REVISIONS
•
DESIGNED av
R.W.
1----1--+-------------i---+---I DRA~ 8'1'
M.F.
CHECKED 8'1'
T.B.
o•rr
1/12/86
IMPROVEMENT PLANS
IRVINE A VE. & ORCHARD DR.
TITLE SHEET
SP 87-171 P
,
l
i
SHEET
1
OF
3
JN.A24-014
17 /8
llfVIAIE
CONSTRUCT • ·--• A, C. OVER ' .. • A.B.
,..,_ • A.B. CONSTRUCT •----• A,C. o•-n • __
CONSTRUCT CURB AND GUTI'ER PER A,P.W,A. 104-0-0C, "TYPE A2-
6"
CONSTRUCT CURB AND GUTI'ER PER A.P,W.A, 104-0-0C TYPE "A2-
8"
CONSTRUCTION ~
NOTES
RELOCATE EXISTING FIRE HYDRANT PER WATER PIAN
LOCAL
r -_:r-a,s· CATCH BASIN
I
EX
NOTe:
19t,IEfV',I-~TOl't !i:,1-!,<.U. VE.l"tF; 711.S
t/.l'-4!fllff Pl"' TJ{e lll>'/f?r /-2 • ~ c;.;,,f.p _,_ r.:>
C"7N.6 T.JllUt:T/o,</. ANY' --1-/Gy /,/ "";.e V.
SH~L l!>eE l'tE/'l?l'<TIEP IMMel?vlrL-Y Tt:> THI! (f···"·-·~ _..f"'w?✓IU-T ,;;.:;wt>T/lt<fcr,-' MAN.~~ <!W<,/N'e6' ....
@ CD!-\'mf',llC'f core "NPe -;_l•E>. f'ti<. ,._1'W~.202!t-o-oe, J
.,,.,...~ -----"--® ~,-we, "!t.JIQ-IOUT P,>,e> ~ 6fP. l\W
( t,1()[)1!'1111? I'~ fV,1-1)
( l!JY ,7/M',flS) @ SAWCl/r ,I.e. PAVING
CONSTRUCT DRIVEWAY F!!R OCEIIA STANDARD 1210, W•28" X • 4'
Y•8' @ CONSTRUCT SIDEWALK RAMP PER DETAIL SHEET
CONSTRUCT 12" RCP
CONSTRUCT CONCRETE COLLAR Pl:R OCEMA SI;. l.117'
' i
~ Q
CONSTRUCT MODIFIED DRIVEWAY PER SHEET l
CONSTRUCT SIDEWALK l!ER OCEIIA STD, 1205
CONSTRUCT A. C. , BERH
CONSTRUCT 3' WIDE V,i.z.LEY GUTTER PER DETAIL SHEET 1
CONSTRUCT INLET "TYPE I" PER o.c.E.M,A,, STD., 1301 W•3.5'
CONSTRUCT LOCAL DEPRESSION PER O.C.E.M.A, STD., 1308
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@ COMSTIC\JCT (f'l./)00 LUMt:11~) Slrul LGlll ~ 0.C.EJ'I.A. S1ll. 1-411
@ CO>JSTRVCT aROOKS PRODVCTS IIJ'-~T NO. 242.f
w/ rlrAFFIC (;RA TE Oil APPltOVE[) ~QVAL.
j. ~AISeO C.ENTEQ. Ot=' C.UL • J)I£ -SAC
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II
CV&£ Ll-41"A.
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Sheet 2 of 3
#or/&./H•t!'O'
Ve,t. t·=4 •
STREET IMPROVEMENT PLANS
IRVINE AVENUE • STA. ,e.,s.9 TO: STA. 20-54.21
ORCHARD DRIVE CU..-DE-SAC ll'ROVEMENTS
·--=
DESIGNED IY
I-N:.:;O::;-J..,. ___ ,.!D~E~S~CR::,:l.::,PT!.!10::_:N~· ..,~..,,.,,,=-_,.JL.:A::..P:.:PR.:,:0:,:V~E.:::D.L::DA;;,:T~E ----+-= a.....,t ~ C' Y/4J,~ !,-{48 CHECKED tY DATE • ~ REVISIONS ENGINEER R.C.E. 411'195 DATE OF
SHEET 2
3 IHEETS
I I
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STRIPING
SVB.TECT f'ROP£RTY
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-
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~ --~ --A'" ----. _!-,J-EX_1sr1N, II-" SKIP WHITE STRIP£..,/ -~---=-1 ,vr:c-. \..--;;--;;;--::;-;-,--L_ -• -._
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• -~ E't!STIN/;' DOVBLE YELLOW JTRIPE ON t -==---'------~t~-e ----..._ ·-... , .. -~ ., . -,_--El'IS TIN& . _ ----•
__,,.-Tt.f'1PORARY~ONlRETE = -
BARRIERS FOR
tHANNEl CON 1F.l/CTIIJN) --------~
~b,121 J{--sffl· __ --
~
---
AVENUE
....
•
-----
TRAFFIC CONTROL PLAN ITEMS l ST/MIi TE I)
INSTALL CONE$
/NtTAlL C 14
INSTALL c eo
INSTALL C 23
l"'lA6HIIJG Mll?OW t}IGI✓
e,«telCAl:Jt! 7Y.Pe III
NOTf:
.........__
......
OVIINTITIES
40 EA.
I IA
I. £A.
I EA.
I EA
I M
OESlGNA"TE~ 11l:"'0,A\. O!" eXlS11NS SMti SIGl<~E "-NO
~\l'tl,IG ~y ~ ~It<& Cl'-O'!l\e1'. CO\Jll1'1' Afff.MD
Ml'-11\00.
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fitbe'et 3 ,Sf 3 -~-\\SSI
C N/f
~ • .. -"' .,,
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"' Exp 3-:,/-f/_
£ OF CII-
TRAFFIC CONTROL
AND STRIPING Pl.AN
FOR IRVIN£ AVENVE
,--.,...---------...~-------=.-==~~------------41
1HE
KEfIH
-•••
DRAWN BY
"· K.
. COMPANIES
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