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L TH/5 NOTE HERLIN /NCORPOFIA1ES, BY REFmENC[S, 7HOS£ GENERAL NOTES
NUMBERED ! 1HROUGI-! .22 OF PF&RD STANDARD Pi.AN 1801, 1996 EDITION.
2. TH[ DEVELOPER/CONTRACTOR S'!ALL RAVE A COPY or TN[ CUF!R[NT PF&:RD
STANDARD PLANS ON TN[ CCNSTRUCTiON SITE AT ALL TIMES.
3, THE DEVft.OPER SHAU. 7£LEPHONE PF&RO/CONSrRUCTiON AT 567-7800 AT
LEAST 24 HOURS PR!OF.' TO STAFff!NG CONSTRUCTION WORK SUBJECT TO PF&-RD
INSP[CTJON.
4. PF&,9D ENCROACHMENT PERMil REOU/RED. COUNTY~APPPOVED .PLANS 00 NO{
RELIEVE CONTF?.ACTOR/DEVELOPER FROM RESPONS!BIUTY TO OBTAIN PUBLIC PROPERTY'
PERMIT WN/Cf-1 Si-!ALL BE AVAJLABLC ON THE JOB AT ALL TIMES WOf?K IS BEiNG
ACCOMPUS.4£D 1N !rif PUBLIC f1tGNf-OF···W4t:
5. ALL CONCRETC CUl?B AND GUTTER (LOW UN[S wrm L[SS lr-fAN 1 JC GRADE S114LL
BE WATER TESTED PRfOR TO FfNA,L F!NtSH!NG' TO INS.URE F't?OPER DP..A!NAGF WITHOUT
UNACC[PTABL[ NIGH o,q LOW SPOTS,
6. ALL UT/L/0' TRENCH BACKFILL AND COMPACTION INSP[CT!ON OUTS/0[ THE UM/TS
OF DED!CATED SFf?EET RfG:fiT-OF-~V:4Y SHALL BE PERFORMED 8;' PLANNiNG AND
D8/ELOPMFNT SE.RV!C£S.
1, ALL DAMAGED CONCR[TE S!DE'l/ALKS Ol? GURUS Sf!ALL BE SAW cur TO Hf[
NEAREST TRANSVERSE SCOF?E MARK OP ADJUSTABI.E COi\iTROL POINT OR WEAl<ENED
PUW ,JOIN! AN/J f?EPI.ACED IN CONFORMANCE WITH TH£ 4PPLJCABLC PR0\115i'ONS OF
PF&RD STANDARD PU.NS.
B. DEVEUJPER Sf-Lil.LL MA!NTNN ADJACENT STi?EETS !N NEAT, CL[AN1 DUST-PlXEE AND
SANITARY CONDJT/ONS AT ALL T!MES AND TO THE SATISFACTION OF COUNf'(S
ltiSPECTOR. Tf-fE ADJACENT STREETS SHALL Bf KEFT CL£4N OF DEB.R!S, wm-f DUS[
AND OTHER NUISANCE BEING CONTfrOLLtD AT ALL Til0ES, DEVELOPER SHALL 8£
RESPONS!5L[ f"OF< ANY' CLEAN UP ON ADJACENT STF?E:ETS AFFECTED BY H'S/HER
CONSTRUCT/ON METHOD OF STREET Cl.[AN!NG SHALL BE BY DRY SWEEPti{G OF ALL
PAV£D AREAS, NO STOCkPiUNG or: BUiUJiNC MATERIALS W!Tl-1/N COUNT(
f?lG!ff-Of"-lt4'r' Wili-i'OUT PERMISSION or COUNIY'.S !NSPECTOil.
9. PR!OF? TO F/NAL ACCEPTANCE OF SlREET IMPROVEMENTS, A/.L SlREET PAVEMENT,
STf?/PiNG AND STENCILING Wf[ffiN TUE PER!Mtl£R· or THE CONSTRUCTION PHOJ[CT
WILL BE RESTORED TO A "U,\f NEVI' COND/T!ON, IN A MANNER MEETING THE
APPl?OVAL or TUE D!h'£CTOR OF Pt&PD. ALL STF?!P!NG AND 3TENCIUN(; SHALL BE
ACCDRDil'<iG TO STANDARD PLAN NO. 1801, NOT£ 1B.
10. TRAFrlC SHALL BE MAiNTAll'-lED AT ALL Tl.VIES AND SHALL B[ PROTECTCD WffH
ADEQUATE BARRICADES, l.h~Hrs, SlGNS AND WARN!,·\/G DEVICES AS PER THE CURRENT
STATE Of CAL!FDRNlA, DEPARTMENT OF TRANSPORTATION, MANUAL or TRAFFIC
CONTt?Oi5 AND TO TUE Df.R[CT!OiVS OF TH£ COUNTY'S' iNSP[CTOF:.
11, PF&F?V S!/tVDA(;D PLANS SHALL TAi<.L Ff:EC!:DENCE OVt.,!;,_, ANY GONFL/CiS
FXCEPT FOR STANDARD PLANS AFFECilNG UTfUTt COMPAN!E'S, if Tf-!Cfl'? STANDARDS
ARE MOF?F. STRINGENT.
12. ANY UTJUT!ES UNDFR F¾VED ARFAS OF PRIVATE STRFfTS SHAU HAVE A MfN!MUM
OF 30" CO\/ff-t1 AND L1£VELOP!:R 5}1ALL PROV!Df PH.!VA1E LABORATORY COMPACh'DN
CERJiFiClff.iOrV FOR ALL UNDERGROUND Ui!UT!ES PHiOR TO ANY PAVING. DEVELOPEJ-?
SHAU. SET UP A MEETING WITN TH£ INSPECTOR AND THF PR/I/ATE LABOF?ATO.RY
PR!OF? TO ANY lESTiNG.
13. A.C. PlNEMENr PLACED UNDER CARPOFNS/ROOFS SHA.LL BE SLURRY SE.At.ED lN
ACCOh'DANCE W!Ti"i SECTION 302-4 '"EMULSION -AGGREGATE SLURRY' OR TffE
STANDARD SPEC!FiCATiON FOR PUBLIC WOR.KS CONSTRUCTION, i 997 EDITION, BEFORE
rlN4L ACC[P!4NCE.
14. ALL 7HAfFIC MARK!l'./G AND STR!PlNG SNAU BC S/[NC!LS Wf!JCN CONFOf?M 70
CAUF'Oi:U'-J!A 0.0.T. NON-METRIC ST4NDARD.
1'-5. NO CONCENlRATED FLOiA/S ACFWSS ASPliAU PAV[MENT WlTHOUl' COUNTY
INSPECTOR'S APPROVAL.
16. SUPJ/[Y I\WNUMENfS SHALL 8£ PRESERVED A.ND RFJTRENCED BEFOR[
CONSTRUCTION AND REPLACED AFTER CONSTRUCTION PUF?SUANT TO SECTION 8777
OF l Hf BUSINESS AND PROF ES'SiONAL CODE.
17. ALL STREET SECTIONS TO BE DETERMINED RY PF&f?D MAffRfALS LAB, AT
56/-7671. REQUESTS FOR SAMPLING SHALL BE ,VADE Tl-!ROUGH COUNT'(
fNSPLC!iON AF!E,9 (;!?ADC _RELEASE AND PH/OR TO UTILITY PLACEMf..NT,
13, WHENEVD? THE £FISTING PAVEMENT JOINTS AlJY PHOPOSED PAVEMENT,
CONTRACTOR SHALL S:4WCUT, OVERL4Y !NE PAVEMENT AS NECESSARY TO PF?OV!D£ A
UN/FORM 1.1% STF}EET CRQSSFALL TO SAT/SFACTrON OF PF&RO FIELD !NSPFCTOR.
PmV An; etfL'Y3i11'S r:ora ro CC.'Jmli.cra;r
-THE [X!SltNC[ ANi5T6CATION or ANY UNDERGROUND UTIUT![S OR STRUCTUR[S Si-lOWN
ofJ THESE PLANS ARE OBThNED BY SEAHCN OF AVA{L4BL[ m:.CORDS, !O THE BEST OF
OUR KNOWLEDGE, THERE ARE NO EXISTING UT!UTJES EXCEPT T,LJOSE SHOWN ON THIS
PLAN. TNE CONTRACTOR IS t'?EQUIRED TO TAK£ ALL PRECAUTIONARY M[ASW-?ES TO
PROTfCT THE U/!UT!ES S'iO/IN AND A,W DJH[R UN£ OH SJRUCTUHES NOT SHOWN ON
PLAN AND IS RESPONSIBLE FOR T.HE PHOTECTiON OF, AND ANY DAMAGE TO THESE LINES
OR STRUCTURCS, CONTRACTOR Sf-!ALL VERiFY ALL COND/1/0NS AND DiMENS!ONS AND
Sl-lALL REPORT AU. DiSC.9£PANC/ES TO THE ENG!NfTR PRIOR TO THE COMMENCEMENT
OF WORK.
DIAL TOLL FREE
1-800-227-2600
AT LEAST H'/0 DAYS
BEFORE YOU D!G
UNDERGROUND SERVICE ALERT OF SOLJTHERN CAUFORNIA
5
4
J
2
1
NO.
ENCROACHMENT PERMIT NO. 2001-.,,,,,.,.,
COUNTf APPROVED Pl.ANS DO NOT RfUEV[ CONTRACTOR/DEVE:WPER
FROM R[SPON.SiBiUTY ro OBTAIN COUNTf PROP[RT'( P[HMIT Wif/C!i
SHAU. BE AVAiL4BLE ON THE JOB AT AU T.IA1ES WORK IS BEING ,
A(":COM.PL!SH[D IN PUBLIC f?JOHT or WAY,
I DEVELOPE,9/0WNER: ---+-----ll
-------·--·.,. --------~•·•·•·-·-t-------t-----ll
APP. CONTACT: PETE BLUMER
Tri!8 PLNJ fS SIGNED BY PL4NNfNG AND DEVELOPMENT S[RVIC[S FOR
CONCEPT AND ADHERENCE TO COUNT{ STA1VDAR/JS A.ND f?EQU!RElvfENTS
ONLY. F'L4NN!NG AND DEVELOPMENT S[l?VfC[S !S NOT RESPONSIBLE
FOR DESiGN ASSU.\WT/ONS, OR ACCURACY.
Costa Mesa, CA 92626 (714) 5'0-0BOG
,11:1!01
MITCHELL A. THIESSEN II.CE. 56967 EXP. 06 30 0/ DATE
-----------,1
Sffe.iffTr Ufi!lDEJt
T!TLE SHEET
STREET IMPROVEMENT PLAN
O.C.S. 8.M JT-·6--92
DESCRIBED BY OF?ANGE COUNTY SURVEY 1992
PELICAN H!LL
GOLF CLUB ~
NOT TO SCALE
1
2
0 85 M,1LE NORTHERLY ALONG NEWPO{?T COAST DRIVE FHOM TH[
fN!ERSECf/ON OF PEUL!W HfLLS NORTH TO AN E.NTPANCE TO A PUMP
STATlON ON n IC [AST SIDE OF rlEWPORT COAST DR!V[, SET AT THE
NOF?THEAST COF?NER or A 4 FT. BY 5 FT. CATC.H BASIN, 52 FT, EAST
OF Th'E CENTEF?UNE Of-NEWPORT COAST DR!VE1 81-rJ. SOUTH OF
ii THE ENTRANCE or Tl!E PUMP STATION.
~-__,E .. L£!_,_1._6_,o .. 2_A_J __ N..;_'~\,,-'i)_,2_9.,/_r-9_9_5_c.,_~,c._'s_· _AD_J_u_s_TM_E_N_i ____________________ ...;:.,,.
THE BEARlNGS SHOWN HEREON ARE BASED ON THE
GRID B£A,q[NG "N 31'00'3:5'' W" iJ[iWffN 0.C.S.
HOF?!ZONTAL CONTROL STAT!ON CPS NO. 0778 AND ll GPS NO, 0248 P[R RECORDS ON nu: IN TN[ orncE
OF THE OF?ANG[ COUNTY SURVEYOR
I ~--~-----------~-----~~~--~
SrrtE IID!JH~SS:
21058 S:4N ,lOAQU!N Hit.LS ROAD
BLOCK NUMBER
BLOCK NUMBER
5252; MODULE NUMBER
MODULE NUMBER
1"::!:S '1107/!CK.;:cl!J.
17991 FfTCNI
fRV!Nf1_ CA 92614
(949)912-2442
SITE PLAN NO. PA000071
70 & 80
78 &: 79
LEGAi. D:ESCR[PTJO,"J:
PARCEL 1 AND 2 OF PARCEL MAP 200G-f 60
PUfrSUA!,JT TO ASSEMBLY BfLL 30!9, NO EXCAVATION PERMiT iS
VAUD UNlESS TH[ FOLLOW/NG !S PERFORMED:
1, UNDERGROUND SEFW!CE ALERT HAS BEEN CONTAC!ED AND
HAS PROVIDED INQUIRY i.O. #
2. TH[ UNDERSIGNED AGREES TO CONTACT AND OBTAIN AN
INQUIRY t.D. # FR0,:\4 UNDERGROUND SERVICE ALERT
(1-800-422-4 / 33) AT LEAST T>'IO (2) WOl?K!NG DAYS
PRIOR ro COMMENCEMENT or UCAVATION,
SIGNED ~-------DA!E _______ _
-~7·------
0!Rl~JNl(Gj!E COlUJ~T".P' •
'~!L~G\'lf;~ll[j\!]~-~~-E~xf!E~?~~-!EG\'11i S!E!Rlxf!l«:?~_11 SHE~ "il
uM!r'[RlO,i!EM!E~T !P!L~ft<.:1S !FO!RI I OF ~
~llG}'JT TU:Fi!J;\:l lLA~:ES r?O!Rl 11
ri'~rE"'MPO!RlT COAST !D)!FJuV!E Ali"'8illi 1, SMIEIETS
SAN JlOAQllJUJ;\:l lrllCILLS !RlOArr:ll 1
IP' A!rilCrEIL. 'C A~\:IID 2 Olr PAL".lCEIL. l'J'JArr::> 2000-1100 1
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UMiT5
fi\'l~Wl}l>O~if' COASY rQl~~Y'fE
SCALE: " :::: 20' STA 195+5'! 56 TO STA 193+66J1 STA. i.59+31. HJ iO STA. 142+43.53
DIAL TOLL FREE
1-800-227-2600
Al l£1\,5T :WO
BEFORE YOU
DAYS
DiG
UNllERGROUr\D bU'MCE AlERT or SUtJ\H[~,¾ CAlFORNIA
!!----4-----------------------------~----l-----ll DEVELOPER/OWNER:
6
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---JI
IRVINE RETAIL PROPERTIES COMPANY
550 NEWPORT CENTER DR1V2
NEWPORT BEACH, CA 92660
PH, # (949) 720-2200
: ,,__1,-10-.--+-----------------R-Ev-,1-s-1o_N_1s----------------+-A-. P-P-.-1--l,-,A-1-. E-_ _,I CONTACT: PET£ BLUMER
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CONSTI/UCT _ • AC. OVER _ • AfJ .... . , .. , ... , . 7,054
CONSTRUCT f!," A2-8 CURB AND G/f/TfR PER PF&RD
STD, PLA'I 120-0-0C (W-21 ...
CONS7RUCT SIDBMLK P£/1 PF&RD STD. PIAN 1205
CONST'9UCT ACCESS RAMP TYPE I PER PF&RD STD. Pl.AN ;115 ......... , ..... .
SAWCUT EXISTING AC. . .....
REMOVE f.X/SJ11/G CURB ANO GUTTER. . ,
REMOVE EX/S))NG SIDEWALK ,
REMOVE EXISTING TR££ . , , , , , ,
CONSTF/UCT LOCAL DEPRESSION TP.ANSlTION PER DETA!L 9 ShT,
REMOVE EXISTING CONCRETE SWALE,
2,
507
4,633
4
626
626
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20
1
290
SS.
L.F.
SJ',
£A.
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£A
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Curve TaUe
~ Nc.1 Deffo
[ (LJ], 84'49'56"
~;,1 I "'o•onr::•;i*' 5Gii0': 77 75': 46 ,,,,,I 01/0J .):J1:..: ' ' .,;.,:..~1
'G;j 00'3J'51"1 ,?935.50'128,91 1 14.46'
~ ~0'35'/e·'~ _:L?.~~4-~i21 56' !0,78'
@ 93"59'55"' 25.00'1 d1,Q1' 26.81"
@i 11'3335 16]00',~228:_ 162_~
AJ ,, r,, J" l;;;;. 13"/6'?_3 -~-1600J'1 ,.08' 18.62', /~ ' L~J1 9C'OO'OD"i 25.00'! 39,27'; 25,00'
~ {1"09147,/1 itiOOt,J".J 11 7'115.64'
C1Q 10"18'18" 160 oo-: 28.78'1 14.43'
'
__ B~ari1:q ___ Distance 1
882'1 I, UI, N 05'32'31; E ~ ' ·+--~
l~L2 ! N 2J'f8'5J" E 49 99'!
Pu. N34'i8'3r Ef--19_8_9~'
t 1.6 N 8•'27'24" W i
,, ' 'L7' N 6/00'0[/' W
IIEMOV[ AND SI\LVAGE "NiJl'POnT COAST SIGN,
RELOCATE EXISTING TRAFFIC SIGNAL PULL BOXES .
1/ELOCATE EXISTING £LEGTR,'C PULL BOX (BY OTHERS) ,
/lDJUST TELEPHONE MANHOLE TO GRADE (BY OTHERS) .
>,.'.'' " •• '.
14, -;5
30.20'
125 (0'
4 37'
COfi\'JS7r~IUlC ,rno ~j
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~ PAINT DIT!VL 388 . @-226
4
626
,~ ~!)>--@-REMOVE EXISTING STri/P!NG .
PAI/fl' STENCIL PER PIAN
CONSTRUCT CROSS GUTTER PER PF&RD STD, PL4N
122-0-0C AND MOD!F/£1) PER PLAN
~ INSTALL R10 "ONE WAY' SIGN WLTH S!GN POST PER PF&f/D sm, 1417 .. ,,.
1 [A LJ ,0, C:,. /NST~l/. R41 ·mow TURN ONl't WffH SIGN POST PER PF&RD STD, 1417, .. l) fl, J--r 1,p5,,:, /
:;;;,b.uif ;., o/:i z_,
PREPARED BY:
The Keith 11
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