HomeMy WebLinkAboutR_5548_SI 8lVO.
71
VICINITY MAP
NO SCALE
CONSTRUCTION NOTES & ESTIMATED QUANTITIES
ITEMS TO BE CONSTRUCTED OR INSTALLED ·UNIT TOTAL
0>---CoNST. 3'' 4.C ,v/SE,4t. COAT Of/ERG" S.F. 2.600
COMPACTED A. B. w/ PR//1fE COAT
®-CONST. TYPE "A"P.C.C. Ct/RB (GOTTER L.F. .360
PeR STO. /BZ-L (~" C.F.) @;--CON!3T .,.ll Tfl/CK C0,1/C. SIOEU/ALK PER 5.F. • I. 390
5TO. /80-l
@-CONST. AtLEY 4PPROACH TYPE "B" S.r. 600
PER STD. l<f.2-L
@>---CONST CURB ACCESS RAMPS AS EA. 4
SIIOW!V PER 5TO. /8/-L
~-----------------------------+---,---t----::------i ~CON.S?; -5, ;-:".L/e;,<r,:S' 7>-'PE .r-e, (~300 ~UN,J;;AAS) P~R-ST..O 200-,L EA !3
(j)--SAIIJC//T f ZEMOVE E.K'IST. PAP'E,lfEJJT S.F. //<JO
@>---Ct!J/ST. TYPE ';,f• P.C.C. CLIR{J f GUTT£/? PE.If. 5117 IBZ-L ('8"C.F.) /., F 73
AGENCY
SOUTHERN COUNTIES GAS COMPANY
SOUTHERN CAL. EDISON COMPANY
PACIFIC TELEPHONE COMPANY
CITY OF NEWPORT BEACH
541.!T,4 .4NA JIE/61/TS ll/4TER C<?.
Cb.STA MES4 SAAJ/T,4/1:Y PISTRICT
nt: V 1.:ilOrls
NUMBER INDIVIDUAL
G34-021 I
835-3833
MR. ANDERSON
I\IR. Kl RSCH
,-soo -422-41'33
040-2221 MR. -;TOE DEVLIN
.5'45-/,X,O M~S. Fl/LI.Elc
75'4-5BLJ7
DATE
BASIS OF BEARINGS:
THE 8£A,RINGS SHOWN ON THIS PLAN ARE
BASED ON THE 1= OF ACACIA BEING
N. 39° 4-8' 17" E. AS SHOWN ON A RECORD
OF SURVEY RECORDED IN BOOK SS,
PG. 50, RECORDS OF ORANGE COUNTY,
CALIFORNIA ..
•. ,''•!~;, -
R ESUBD!V~S~ON
O.C.e.M.A. ENCROAC/..IMENT PERMIT REQU/ReD
NOTE: ALL WOR!t:. DONE. VVITI-IIN COUNTY LIM/TB TO BE IN5F'ECTED BY T/.-IE CITY OF NeWP-OR.T BEACH
PeRMIT N°· DATE
COUNTY OF ORANGE
·E.M.A., DEVELOPMENT DIV/ SION
APPROVED
BY a I/' fl_p • 7· 2,-So
• R.C.E.8S.1~ DATE
T 15 PLAN IS SIGNED BY EM.A/DEVELOPMENT FOR
CONCEPT AND ADl-lERENCE TO COUNTY STANDARDS
AND REQUIREMENTS ONLY. E.M.A./ DEVELOPMENT IS NOT
RESPONSIBLE FOR DE51GIIJ,ASSUMPTION5 OR ACCURACY.
BENCHMARK: 3/J-49-70 £LE// 50.84-B
'IN THE NORTHEAST PART OF THE INTERSECTION OF
PALISADES ROAD AND CAMPUS DRIVE; 25.5 FEET SOUTH-
·EAST OF THE PROLONGATION OF THE SOUTHEAST CURB OF
THE DR! VE TO THE NORTHEAST, 6. 5 FEET SOUTHEP5T OF
THE CURB RETURN, 8.5 FEET SOUTHEAST OF A FIRE
HYDRANT, 3.5 FEET SOUTHEAST OF A WATER VALVE, SET
IN THE TOP OF A CONCRETE POST, l FOOT BACK OF THE
FACE OF THE CURB AND LEVEL WITH THE TOP.
ADu. 19717
NO.
LEGEND
--()-SEWER MANHOLE
-o-WATER VALVE tr FIRE HYDRANT
-¢-STREET LIGHT
PRIVATE ENGINEERS NOTICES TO CONTRACTOR
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS
TO THE BEST OF OUR KNOWLEDGE, THERE ARE HO EXISTING UTIL!TIES EXCEPT THOSE SHOWN ON THESE PLAHS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO'PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN OH THESE PLANS. AND IS RESPONSIBLE FOR, THE PROTECTION OF, AHO ANY DAMAGE TO THESE LINES OR STRUCTURES.
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF·CONSTRUCTION OF THIS PROJE'T INCLUDING SAFETY OF ALL PERSONS AHO PROPERTY; THAT THIS REQUIREMENT SHALL' APPLY CONTINUOUSLY AND HOT BE LIMITED TO NORMAL WORKING HOURS, ANO THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLO THE OWNER ANO THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIA~ILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR JHE ENGINEER. ,
2q;,133 S.'FULLMAN, SANTA ANA 1 CA. '::)270'5
1714] 751-2880 -~ U)u)~ Z-1~-dc
JAMES W. WEBER R.C.E. 14018 DATE
DATE BY DESCRIPTION
REVISIONS
, , .. _, ·-~ .. ~,.., .,_ -
:-r: • --.-. :-' ·.-::_.,, .. :j_fih";,-?/-/_\)_.-·:>.· • -._.
, --~------r-_ _,.__·-=·-•,•;. •• •
. GENERAL NOTES
l. THE CONSTRUCTJON OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THE REQl/TREMENTS:: :·:_ • .. .-,-,,.: OF THE. STANDARD SPECIFICATIONS AND APPROPRIATE. STANDARD DRAWINGS. OF THE CITY • ·.-•. • ,,:_ .;.,.:.
OF NEWPORT BEACH (STANDARD DRAWINGS ARE THOSE DATED 3-1-73 OR:.LATER) · '; .. ,:·_, .• ,;:·.·.,· ·••:·
2. STATIONiNG REFERS TO THE CENTERUNES OF STREET EXCEPT HHERE OTHERWISE NOTED;·\~,::
3. CURB DATA REFERS TO FACE OF CURB. --·.,-:<. --~':'-• .,~ y•...-,.
4. ALL CONCRETE CURBS, GUTTERS, SIDEWALKS, DRAINAGE STRUCTURES AND RETAINING 1i111(s : :°'. ', _:·.:.: SHALL BE CONSTRUCTED Of CLASS 564-C-3000 P. c, C. •• . .. , • >-.:: ' •• ::_.· • ·, -_,. -.-5. ALL tXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, AND FINISH TO·:,_-'.'.•·· ,_,,;:•. ALI. ADJOINING CURBS A_ND SIDEf/ALKS. -• ••• • · •• •
6. PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF ..
THE CITY AS l'.EQUIRED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADI_NG.
.
7. ALL UNDERGROIJND HORK Si:ALL BE COMPLETED PRIOR TO PAVING OF STREETS: .••
8. EXiSTlNG UNDERGROUND UTlLITIES ARE AS PER ',VATLABLE RECORDS, THE CONTRACTOR
SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUeL LOCATION AND ELEVA110N IN THE .FIELD.
9. ALL WP.TER MAINS AND LATERALS SHALL BE ASBESTr.S CEMENT PIPE, CLASS 200 MINIMUM, UNLESS OTHERWISE NOTED. • • ' •
10. HATER PIPE LAID ON CURVES WITH RADII BETHEEN 80' AND 185' SHALL USE 6.5' PIPE.1ENGTHS.• .· CONSTRUCT TH>!USTS BLOCKS PER CITY STD. 510-L PIPE SHALL NOT BE· DEFLECTED MORE ' ,.· • Tl-iAN 3° DER lQINT. 111-iEN NECESSARY. SHORT SECT IONS OF DJ PE SHALL ·sE ·usEff.TO ,ACCOMPLISH ,· --;:
THE DESIRED lffLECTION. THRUST 8LOCKS Si14LL BE PROVIDED .4T ALL BENDS {;REATER,THAN 5°:-. ::.:,,.·' '. ' 11. UTILITY LINE 9ISTANCES SHOWN IN ~ROFILE ARE HORIZO~TAL DISTANCES. • , , :,
12. THE IJALcS A.~ J rncrs OF ALL EXCAVr.TIONS GREATER THAT FIVE ( 57 FEIT IN DEPTH,-SHAL[ • C', ' > ,
BE EFFECTIVLY GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND OR OTHER. EQUIVALEm::•· ,. , • !lEANS. TRPIC'!ES LESS THM/ FIVE (5) FEET IN DEPTH 5HALL ALSO BE GUARDED WHEN.:·· , .. '.,, , EXAMINATION INDICATES IIAZARDOUS GROUND MOVEMENT MAY BE EXPECTED.· •. • ,::.,-.. ::,, ·: '
13. THC: CONTRACTDR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK'/;-:·.:• .,, •• >'.·
AS DESCRIBED iN IJOTE NO. 12. ABOVE FROM CAL/OSHA. • ., · • ••• :: :'; cc ••
l 5.
11. P,LL [XPOSc~ FERROUS ME~.\L PARTS TO BE GALVANIZED PER STANDARD SPECIFICATIONS·. ·, _.' •:·:: • ::, AFTER FABR!C.J,TJONS. •• \;
SEWER MANHOLE•$ SHALL BE LEFT BELOW PAVEMENT GRADE AND BROUGHT TO FINISH GRADE-:· , , ; ;/::,..:•. ·:: Ar,ER PAVEME:lT IS IN PLACE. • -·i'. °,•\. >•
16, STATiO:,s SHOWN THIS 0+00 ARE SEHER LINE STATIONS AND ARE INDEPENDENT-OF :ci:NTERLINE, , , ' , •• OF STREET ST.\TlONS. ____ __ ... .. ... '· • . . , • ·
17 .• BEDDING l'ATElllAL SHALL BE USED IN P.LL UTlliTY TRENCHES, JNCLUDING-WATER·:;.,~ms·,\ ,,. '
• . ',_ ~ ,---~.:-:.:>}-~{;--F--<,:_ ... : ___ ,(>/<-::.:;/_;
18. THE SEAL COAT SHALL CONSIST OF SS-IH .4SPHALTIC EMU~SION /PAVING A,PHALT·GRADE 60-70)'\ ;;::·~:;;,,
AND '.,KALL BE APPLIED A MINIMUM OF 30 DAYS AFTER THE A.C. PAVEMENT CONSTRUCTION.-_,' ·:,i:' • ";· -:,· · ( AS A PART OF THE CLEANUP OPERATIOI:) AT THE RATE OF 0,'10 GAL/SQ.YD .. ,·· •: •• :,' i · ' ·: ,~ comR.4C7iJR .4GR££5 7714T HE SH.4LL 45'51/ME SIJLE ,4,\1,? CtJMPLET,E RES.PIJ,l/5/BJLIT/1FIJ£,•,/IJB SITE·., •'' Cal.lPITliWS PL/Ra/G 7J/£ CtJL/R5'E IJF C4//STRL/CT/tJAI OF 71115 ?&.IE'CT. /,I/CLLl,!Jl,1/6 !J.4FETY.tJ.r.4LL ?£RStUIS .4,1/P /'Rt'l'ERTY, TINT 771/S R£0UIREUEA!T Sl/.4LL APJ2'.Y CIJA/7/AILIIJLISiY 4A/P,I/IJ7" B£ L/MllTlJ 72J)JN?M.4L" c /WR.fl,//;, //t7IIRS; 4AI/J 7714T THF Ct!JJTR.4CTt>R SJ/ALL PEFE,j(.g_lAJ/JEMJJIFY ,1,i/P f/'7l/J lJ.IE (/II/A/El? 771£ •· ·; • CtWS!IL77Y6 EA/G/,1/EER, Jl(E CITY '7F YE/[/?IJfl 8EA:II ,4}/IJTl/E Ct!!IAII Y ,JP t?l:41.16-E /J,f,f'A.fLESS F,WA.1 ,1,VV,'.,,Vp ,!/f.L. '· Ll4BILITY,,?E'1L tJR 4LLE6FD, /,(I C/JH./IECTI/J,IJ WIT/I TIIE ?ERFtJRM.41/CE' t'Flllt'RK 01./771/SfRtJJECT,,,-:·. ' El:'CE.PTl/4'6-FOR L/48/LITY ,,/RISl,<Jfr .FRMI T/IE s'tJLE //Ea/./6E#CE IJF ?YE 17/C'A/£/c, -17/F_t:aVSl.lt.77,/JG &1/61.{/EI.;' TIIE CITY tJF NEll/MlcT 8E.4CII, .4NP TIIE. Ctll.lAITY CF /7/81,</6-£. •••• . . o. -'--1 • . . • • . . • I
ZtJ. A prJ-pavanent meeting shal] be required prior to c.cmrenccrrent of any ·Plvini. -~·~, ~ _. -. ,; ,~---•• ... ., v..ork. ··~;-. ,. ::. -·/'.· ~,
?/ UUJity cxcavatirns shall be backfilled and approved by the soil engin.ec:fr.· • .'. -~ :/.\.,.'-_i.\· :~;·;J:j prjor to suhbase grade preparation. • .: ~ .. ,. ·~-... _,, ~ :j.
z.t. Suhhase grade shall be cunpacted to 90%, approved by the soil engine<a/anci. '· .. ·, •:",· .• •\(r . .-,t
1
•• approvc!d for J ine and grade by the City prior to placerrent of aggregat~ base~· ---
, • · .. -I· 21 /ir:grngain base shal1 eonfonn to Standard Specifications for Public Works (1Jnsi1ucUon (]97£) Edjtion).
• < ' ... J
• .. ··1 z4 Aggr<'g-at.e ba...c;e _shall be cxn~-i;ictcd to 95o/r of maximum density and approved by . the City prior to pJaccrrcnt of a.sphaltic concrete. ,
26 A pr.i.rre coast rr.2.y be required by the grading inspector prior to plaCE'ffi:mt.O't.}',-~.-•• ·-asphaltic concrete. If required the surface of the lllltreated aggregate. bas·e-..:-'.:..,-:<-.. ~ --~~ .·: shall be coated with 0.25 gal/yds2 of MC-70, SC-70 or MC-250 liquid asphalt;'::; • •
2iP A<--;phaltic concrete for streets shall be type III, as specified in the standard. Spec.i f.i cations fo~ Public \';orks Constn1ction (1979' Edition). • -
Z.'l PJac:err.cnt of asphaltic concrete shaJJ be .inspected and approved by City.
ZS r'\1·sC'al coat" shall be applied i..o the finished surface at the rate of 0.10 _· .• -
ga1/yd::o2 . The seal coat shall be type SSJ asphaltic emulsi0n with a 60-70
.
.. , .
'
r
I
I
f
1 L
grade J .iquid asphalt. ' . -• ,
2'.'31 Prior to approval for use by the City a) the design engineer shall ·provid~':, ~ .t· •-· .J "c;; f~:· •• jt. .. l'.ertifieation of 1ine and grade of the nn.ish surface, b) the paving i'nspectioll. • -
:30 :rnd approval re.rx:>rt shall be provided, c) the pavement shall be wate:r._testect_for • •--proper drainage and approved by the grading inspector' anct d) City shall ctO. ".>:;:,_-•• , street striping. -.. • ,: ... :;~< • . .-
31. FRI/JR TO FIi/AL ACCEPT.4AICE tJF STREET IA/PRIJl'EAIEI/T5. .4LL .5'TREET $T.R/,PtvG A'Altl . ·.' $T£1.!C/L/AIG /f//T/IIAI TIIE FER/METER tJF Tl-IE aJA/5T.l?UCTltJJI /"lftJJECT It/Ill. SE . < · _. ..
, ; !
R£STIJJ?E/J TtJ ;f "LIKE A/EW" Catl/J/77t',I/, /Al 4 M/,<JA/£R MEET/Alu 711£ .4.P.PRtJJffL OF WE
_A._'$:S_IST.4AI_T_o._v._:F:£cTa_~_-_EM_~_P_~_l/4-=-'E,-J.::-tJ,P.,-;M.,--l,';,-N_r. ---------,--c-...-··~· -···· • __ • __ ··_· ~--.,·-,". -:._..;.· -1--'-.,..---------------
CITY tJFJ/EJV.PL7RT /3£.,fCfl I CIJLl,\ITY cJF OR4Al6£· .. . . • '-: . • • •
/0'
-4' i---
APP.
' ,._ '~ ' :re . 60' ~~ 30' :; 30' 20'
TYPICAL SECTION
ORCHARD DRIVE
NO SCALE
• ·' --; -' " ' . _:,-"
----; :-. -' ; ,. -· ' -! , ..
.. . .
.--.
ST4T!tJA/ 01-4Z TO ST4Tl<Jtf/ 4170://
APPROVED IMPROVEMENT PLAN FOR: «f?0,~ ORCHARD DRIVE
PUBLIC WORKS DIRECTOR
DATE y2.H-8o
DATE PUBLIC WORKS DEPARTMENT llHT / OF 4,
.---'~ ;, : ,,·, ~. <·_;,.: '.-~-s.·,· .. _:: _ . _; ; '. '· ...... , ·'•''.,
l . . . . .
..
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~ -~ l
t-:---:
. - . !
-=-----.·.~--·------· ----L-. -------·-
CURVE; DATA
LI L
(/) ~·oo'oo· /000' l'5.71'
/70. 00'
I ' • '
I I
!
' .
. -----. .
, ---60 ~ _
: -.j --
.
i -,~-sa :
T
/'3.7/'
3./7'
------:-
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..
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--j -----·-
-
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-~---~-·---~".",:~. -------~-----------··•-----·--·-·-'
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----__ ,_,_ -------=----~-~-_,__
l • . • ~ l ; :~ j . -~ ! ~
<--+!----'-'---.,........,..--,---'--:-.----.-.. --... ---.---'---+,----,-., --'---..;..__,;_ ~ '.
• ".--. "".'"'r_-:;..:., :-~--·~-~
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11 i ·. -------1_.
~-i •-----------.SCALE
HoR1zoNrAt: ;H:eo'
/1.B!TICAt. : /'=4-' '
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ACACIA
eKtsT. wY? I l2-r/6.5' l(EY/.ST, SEl(IER 6T4.)
EXIST. S.S. M.f{. I /-? -1-10 l(E.r.iff 6'EIVE.e ST,,;.)
AVENUE
--, '
.3
2'.;/?? S. PUL~MAN, ?ANTA ANA, CA ':J270'7
17141 751-2880 ~c..lfll.tl c:5,,/l.. •~ 2-/.9-6'0
.AMES W. WEBER R.I.;.E.14018 DATE'
DATE BY
' ' ' 4
PUBLIC WORKS DIRECTOR
DESCRIPTION APP.
REVISIONS DATE
5'
l
.••
", ,..,
.• .. • .. . t::,~ '_;'." J -
.
-• • - i
.-·,"· CITY OF NEWPORT BEA~'i ',
PUBLIC WORKS DEPARTMENT SHT 2 OF 4-,, 12;
·-; . ..,, .. ,
. --·-~~::c ... --:.Li.. .:~;._:~~.-:~ _·_ ;.~ _:_ ;_~•,.::--: _: ___ ,_~-:'S·-L::.~; -\ • _
(
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------------~~-------+-'--l--'-'---1
' -------'----'---------''' +--+---1
I
DATE BY REVISION APP'D l
>-------+-------------'-------·-----1----+ i,----+---+----------------·--1-----< f---4---4--------------·----1------j ,_ __ _,_ __ _,_ _______________ . -----___ _, f----+---4---------------------· ---·---
' . >----1---+----------------· ---·----11
FOR GPC #"i"ie"i-79
PREPARED UNDER THE SUPERVISION OF:
--. --l-----+I \'JILLIAM E. TACltABERY ')Y.C,E; 25000 D.ATI:
•
-t:.J
GENERAL GRADING NOTES
l. ALL WORK Sli.\ll BE DONE IN ACCORDANCE WITH THE CITY OF NEWPORT BEA.CH LOCAL GRADING OACINANCES A.ND ANY SPECIAL REQUIREMENTS QF THE PERMIT 2. NO GRADING SHALL BE STARTED WITHOUT FIRST NOTIFYING THE OUlLOltl'' oFf1C1AL A PAE-GRADE MEETING AT THE SITE IS REOUJRED "8 HOun•:; et.:r:-a~1r: Tt1E ';tTART OF • GAAOl~jQ WITH TtiE FOLLON1tlG PEOPLE PRESErn: DE'✓ELOP~'1. GnflDilrn :::orH~ACTOR,.
OE~1GN Cl'i'IL ENGINEER, SOILS ENG,tlEEA, CITY GRADING INSr>ECTOHS CJA THEIR RE:PAESEr..TATIVES J THE PERM!TTEE OR HIS AGENT SHALL NOTIFY TIIF. OUII.OIN('i r:ll.-F1CIAL YIHE/.4 THE GfiADltlG ' OPEl!AflON IS AE-.OY FOR EACH OF TttE FOLLOWtN() L'i3PECTICJ"~·
A) IN!TIAL ltl5P£CTION WHE"'i HJE PERMITTEE 15 READY TO tH:'.ilN WORK 'BUT NOT LESS THAN TWO DAYS BEFOAE BRUSHHlG OR G;tA.DING 1S ::i'."AAH[J
B) TOE tNSPt:crioN. AF1ER HtE GROUN;J IS EXPOSl;D A./'iO P~Lt'MH;u TO RECEIVE Fll..L,
EJUT FILL 1S PLACED. ~ • C) EXCAVATION INSPECTION. AFTER EXCAVATION IS STARTED BUT BEFORE (T rs
COMPLETED.
D) ~ILL INSPl:CTION. AFTER Fll.1L PLACEMENT IS STARTED BUT BEFORE IT 1S COMPLETED E) DAAn~AGC DEVICE INSPE:.CTION. • n ROUGH GRADE INSPECTION, WHEN ALL ROUGM.JJAAOING f-lA.S BEEN CO\lPl ETl;D G) FINAL 11JSP!:CTl0r~.
4. cur SLOPES S•tALL BE NO STEE.dER THA.'-1 2 HOAIZ. TO 1 VEnT
5. FIU. :::iLOPES '3)1,',,LL E!E NO STEEl)Efl THMJ 2 HOR1z. TO 1 v:::11<
d. ARLA3 TO RECEi'✓E Fill '.~flALL ::J.E PROP!:.HL'f PrH:PARED AID APP-f'IOIJEU BY THE Bl.JIL:mrn or.:ic'A.f. PR1ar1 ro PLA:-1irn OF Fill.
7. APP 11UX ON-::;I1; YA.ADAGE: CUT• 2,000 CU YOS FILI -10,000 CU, YDG. 8. 11.Ai•OfH WILL DE REOU1HED TO SATISFY FILL RElJU1nEMENTS. "· l"-1Porn '-'IATEAIAL SHO:JLD BE APPROVED FOR u~~L ON THE i'ROJ[CT 13Y THE SOILS ENG't,E_[R PR!Cil ro HAULING THF. •,1ATERIAL TO TrlE SITE. lJ. TH[ SOiL.S REP0~1r Pf![PAAED BY WOODWARD-CLYDE cm~sULTA~lTS DATED JUNE a, 1g7g·
,S .\ PART OF T,11S ?LAN.
11 .. OUST SHALL 8[ COtlrROLLEO BY WATERING. -
12 .. EFl.JSI0/-1 cm:TAOL W!L~ OE REQUIRED IF THE PROPOSED PROJECT, lt-lCLUDl~(i THE
BUILD1t,G EXTl:..~l'._'S IIITO THE RAINY !3EASON(OCT. 15TH). lJ. Fll.l ','ATERIAL SnOULD i!E PLACED ill SIX-fO-[IOHT INCH TtllCK LOOSE l lFTS UROl/GHT TO APf'MOX. Qp-,•.1U'.l '.10ISTURE CONDITIONS A/ID ROLLED U'lT:L A 1,,11•1"AViA JiELATIVE: C0\'PAC1"10N OF gl.) PEflCENT IS .i.TTA,:1/E'J.
''t . .-.•1t•1 ;::.:•, r;· F;_,.:,::C~~:~·,,·,i, ::,,~.~~2'.~ 160 G~" ~1"? ::-1·•;, «!LL EE" :-:-1J't!:E'.l .:•,'.i •,:;.:·,7:,.·.:;__ '.",~'.-•:: --:,,·,;;,c .~ ~~.:-•i '.S '.',•,7;,L· ~J .:·,::. ·,: c_:;;;.,1; :-.:,L
CONT'D ON ~HE'ET
,.. I' VVfUE CONC ~WAL-\E: IZ• O 40"-MIN.
?/
C ,t.,..q-'<
..s( o,..,,.~
.5ECT/0N C-C
11,n 3:>~-1?:10 -cCLJ.w;,; er-c.e-u,;c.
6.(J rct:r c LY OF ,1/.,E, fjC,<; CiJ [{,(',::i.-,..'. ',/ /.0 F,:-,:-T ,V, C.r. ELEl/ATK.V = :,C 82
DOME GRATE
VALLEY GUTTER oeTAIL
AReA OR.AIN w/DOME. G,f':ATe
TECH spec/ALT/ES, STANTON, CA.
d T0/0'" (Or<. APP/ZOVED EQUAL) NO !SCALE
H.f'."• HIGH POINT
T. B. = TOP OF BEF<M .
FG.·= FINle>He-D Gl'l:ADE•
TOE 0 TOE OF SLOPE
B.\'J,aBACK OF \'JALlt
• F.L,aFLOW LINE
--<> a DIRECTION OF FLOW
SCALE "i "•20'
17752 SXYP~'{ COULEVARD, SUITE 150, IRVINE, CALlf(l,;;:.l!IA 92714
17141 751-21IBO
I
~/
PROJECT SITE
Ava.
tJO SCALE
OWNER/DEVELOPER:
l'JEV'JPORT-IRVINE ASSOCIATES
4242 CAMPUS DR .. SUITE F
NEWPORT BEACH, CA. 92660 (714)540-3836
APPROVED PLAN:
PRt::CIS~
DATE
3300 IRVINE BLVD.
JUN. l l 198()
CITY OF NEWPORT BEACH ]-----------
I
' .
SHEET .3 OF ,¢ dHl;ETS
I
=
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JUNCTION STRUCTURE DETAILS @>---------------------
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GENeRAL GRADING NOTES
CONT''D FROIV1 .S~E'ET
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ENCLOSURE:
PROVIDE 27" MANHOLE. ENTf:ZANCE-
(NCJ TRAFFIC LID) BROOJ«~ 3CPO /v1CN
OP.. E..GUAL
2-ESSCO \lODEL 3SE 101. lHP, 230V., l~.~W¼MER-SIF.>LE :e:1cWER
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l'u;;.t,R C,\hLE :1SSE~lBLY
A IR ill Bill .ER ASfff)lliLY
3" TO 4" INCRE:ASE:.R
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STATION DETAILS
!=>CAL.Ee' I"= 2'
PRECISE GRADING PLAN
JUN 1 l 198Q
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