HomeMy WebLinkAbout1420-97 - File111111111111111111111111111111111111111111
*NEW FILE*
I Park Newport Proj File 2
APPLICATION FOR AVAL IN CONCEPT" NO!'
CITY OF NEWPORT BEACH FEE: } d
APPROVAL IN CONCEPT BY THE CITY OF NEWPORT BEACH - As required for permit application
to the California Coastal Commission pursuant to California Administrative Code, Section 13210 and
13211.
Property Address: I PR 11k, /1/F. W Y v Z7 ,, fy K/ u>z% /3 0 cf/
General Description of Proposed Development: 1^627e l d 7/J al Or— , -41 /-52YU
.4111D S ot2M 1),2A,.0
Legal Description: /� - . 4 V V o 9 & I • CP Zone:
Applicant: :1in—HAGI` J 0nJG
J
Applicant'sMailingAddress: 3S-0 l_(�.o� S1. ,. G,0V4
47242 G
Applicant's Telephone Number: (71 V ) K'S" -7 " -eO S 2
DO NOT COMPLETE APPLICATION BELOW THIS LINE
The I have reviewed the plans for the foregoing development including:
and find
1. The general site plan, including any roads and public access to the shoreline.
2. The grading plan, if any.
3. The general uses and intensity of use proposed for each part of the area covered in the
application;
They comply with the current adopted City of Newport Beach General Plan, Zoning
Ordinance, Subdivision Ordinance, and any applicable specific or precise plans or
• That a
has been approved and is final
A copy of any variance, site plan review, resubdivision, use permit, or other issued permit is attached
together with all conditions of approval and all approved plans including approved tentative tract maps.
On the basis of this finding, these plans are approved in concept, and said approval has been written upon
site plans, signed and dated.
Should this City adopt an ordinance deleting, amending, or adding to the Zoning Ordinance or other
regulations in any manner that would affect the use of the property or the design of a project located
thereon, this approval in concept shall become null and void as of the effective date of this said ordinance.
In accordance with the California Environmental Quality Act of 1970, and state and local guidelines
adopted thereunder, this development:
• Has received a final Exemption Declaration or final Negative Declaration (copy attached).
XHas been determined to be ministerial or categorically exempt.
• Has received a final Environmental Impact Report (copy Attached).
All discretionary approval legally required of this City prior to issuance of a building permit have been
given and are final. The development is not subject to rejection in principal by this City unless a
substantial change in it is proposed.
This concept approval in no way excuses the applicant from complying with all applicable policies,
ordinances, codes, and regulations of this City.
Date: V - IJ • PLANNING DEPARTMENT
Attachments: dJ2[MES HcIiE71'IGKERI I it (e
By ,.----r—t
NOTE: No building permit will be issued until approyai�' received from C.C.C. PAID
WPS 1\PLANNINGIDARLEENIFORMSIAPRLCONP.DOC
�t rl AUG 0 81997
�1
`r�� CrrY OF NEWPORT BEACH
From : *)KBRGRHI ENGINEERING** 714 252 9293
r e�'-LL•1887 MON 15,2a IDICA COAST --•,
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Page: 1 of 3
Oeta: September ib1, 1997
Permit No; 6-97.250 0
On Eeptantber A, 1gg7, ttie California Mesyport Coestsl Commission Granted to Park
Apartments Goaetel Development Permit 6697.2go, subject to the
attached Standard and Special Conditions, for development conaistinq of; Rluff
atebllization consisting of construction of caisson retaining wall, grading of 52
cubic yards of cut and 52 cubic yards of fill, and repair/raplecemsnt of damagod drainage pipe, More specifically datcribed in the application flip in the Commission
offices,
The development is within the coastal zone in Orenpe County at 1 Park Newport,
'Newport Beach.
issued on behalf of the California Coestel Commission on September 18, 1997,
PETER DDUGLAS 9V; ; , I f l.ti._--
Exr9UtlVe Director Title: Coeatal, grogram A alyat
The undersigned psrmittee acknowledgss script of this permit end agrees to abide by all
terms and conditions thereof.
The undersigned permlttes acknowledges that Government Code Section 1318.4 which
states In pertinent part, that; "A public entity Is not liebie for injury caused by the Issuance
... of any permit , . ," applies to the issuance of this permit,
IWORTANT: THIS PERMIT IS NOT VALID UNLESS AND UNTIL A COPY of THE PERMIT
WITH THE SIGNED ACKNOWLEDGMENT HAS BEEN RETURNED TO THE COMMISSION
OFFICE, 14 CAL, ADMIN. CODe SECTION 1316114).
Date
Signature of Permittse
Pltlass sign and return one copy of this form to the Commission office at the above
address.
From : *BRGRHI ENGINEERING** 714 252 8293 PW
0E►�g� no • lyr p ra nrt
No, 0-97-280
Paps 2 of 3
a'4Ir?►NU81) GO6j DI17ONA
The permit Is not valid and
development shall not commence until a copy of the permit, signed by the
permittes or authortzed agent, acknowledging raceipt of the permit and
acceptance of the terms and conditions, is returned to the Commission
office.
2. JE,spjt;UM If development has not commenced, the permit will expire two
Years from the date on which the Commission voted an the application,
Development shall be pursued In a diligent manner and completed In a
reasonable period of time• Application for extension of the permit must be
made prior to the expiration date.
3, 2=21ls11t, All development must occur In strict compliance with the
Proposal not forth in the application for permit, Subject to any special
conditions sat forth below. Any davistion from the approved plans must be
reviewed and approved by the staff and May require Commission approval..
4. fo ern.etat = Any questions of intent or interpretatlon of any condition will
be resolved by the Executive Director or the Commission,
$• tns2ag3lans The Commission staff shell be allowed to Inspect the site and
the project during Its development, subject to 24-hour advance notice.
$, Assignment. The permit mey be aasigned to any qualified person, provided
assignee files with the Commission an affidavit accepting all terms and
conditions of the permit.
7, Terms and Condlynna Run with e tend. These terms and conditions shell
bs perpetual, and it is the intention of the Commission and the permittee to
bind all future owners and posasaors of the subject property to the terms
and conditions.
�� . � . n .. ., , r .,.. 3f1r r •i�fTiT
Prior to issuance of the coastal development permit, the applicant shall submit for
the review and approval of the Executive Director, written evidence that the
California Department of Fish and Game (CDFC5) has 1) reviewed and approved the
proposed project and, 2) given permission for development described in this permit
to occur on property owned by California Department of Fish and Game, If C4FG
requires any substantial changes to the project as approved by the Commission, the
From : **BRGRHI ENGINEERIHDK* 714 252 8293
FM
�,z1F_TTE CLLBERT`a'j 714 5B1 1698
T ("L t 6P•2 590 8060.
Pt4�4
COASTAL
S r
Mtn a cY s r neve�AllitFYT PER—W
No. rs-97.250
page 3 of 3
changes shall be submitted to the Bxecutiva Dirsotar for a daterrninatian es to
ent
s permit. Any chanes that
require eanhamendment shall of Occur dwithoutt anlsms dment to this permit.
2, p applicant shall submit, for
prior to issuance of the
e Director, ,Inai gradthi ing plans, including
the review and approval of the Executivinclude the signed etetOman% of
plans depicting the caisson wall, These plc
ns tha g,,technical consultant certifying that these plane incorporate the
recommendations contained in the Supplemental Oeoteahnical lnveo Gerson, Baker,
prepared by 8890hi Engineering, (Proposal No. 780.20 development ahet ne er,
Aesoeletea dated November 14, t g86. The epp
constructed in accordance with the final revWd plans as approved by the Executive
Director, Any daviaticns from acid plans hthe change, lreyuito an amendment to
Director forhe Executive
Any
de lation$ as th t O01ro
this permit. Any daviaticns that rrquire tin amendment shall not occur without an
amendment to We permit,
MVdm
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e;\m�dfce\wlnwprdb�mPldllo,ImM,t1Ot hIIKW�Ehri
From : **BPGPHI ENGINEERIWL•*M 714 252 8293
POS
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714 581 •169BTip
P. 5
S9W soma
,a �22�1$e7 MCM 19:24 IOt CA COAstA!-
JHE"ERr,CNwRONMEN7A4rriA.11Np W714167014
I�N17/A7 03:02PM
DW
19/17/1997 MO .,15995192
Wr rM A (•Ak9 P5
PNE fay
ttanoFc�uroriwa.,Nrn«auncer„gekr
PEPAR71VENT OW FISH AND QNW9
tm ftwon Bow S9
wh.hors,
l,orp mae6h. CNMbhtia fi08O2
li Omifetiailta
610tgberis, 1t;igy
Mr. Ken Dreaael
GeMon, Oxicgr and Assotlfatea
201 F(Ibert Vreat
Ban Ftanohso, Caiifontls• 04133-3204
Deer Mr. Dreetlel:
Uppor NOWW aay 111110010011001 Reeww, Orange County
Rtpht of enhy Patmlt
Your regttaet ror ■ j�lpfar et EM partNt to U fiswport Qey tiColoploei
Reserve, owned end rnanpM by h and Geme (Deparbrwnt),
edJ#ant 10 your Prnpe4Y, Perk Newport Now mo asooll, Orange Counhr,
Ca9knia has bon conslamtbd, It lsnow UrA*Ih nd 1p thet there it * dernApyd
grntri age pipe on the stops At park NewpnnAPWhVM . In order to property repair the
drainage pipe, nocem to the Drpatktrs•Wi WW is naesseey,
The Department agrees to pion{ 0 Rtgltt of t3tMly permit to enable your anent to
entd uGon Depatfrnnnl Mnd thr tha pugiees 6# ropkwoment of a damaged
drainage ptpa, minor gradkq, aav0p01mllon anti n�n as shown In the Bbtw Rogan
submltfad w the Cplilamta COMM Cof ffigA tat {ftldll77, rtf Right Of awy Is soject
to thetbltouing condkions:
TWO light of entry "I be "Jmf t to get=, HONar and A1*0*teua obtainhgt all
oihar applicable State or local epprpvrll v*w pow&
2. The 8tste shall net be kbM and Ovism OJWW and Ae800JOWS .hAA IndemnUy,
hold harmless end at tha alalhr► of Oter
Ow, III"% t Ure stedb, Its otlloers,
aganMa, and empk)yaea MoAlrlat and fw wry 0nd Aa NeWlfly. Claim$, damagae or
Injur ies of Any kir d and ftm twy wAs. rftYNtn naf M or oenneCMd In any way
with tea•exert" ofthis "ofwW,
3. AppllCant ehsli narno pia D0p0AmOMt of PW and Gomm 29 addMiat &I Ineuted In
the amount of V,000,000. Appiloamso kword a oaOmw of oodnsurance
to the WOW Manager Of dla CopotrAmt otlrish and Gem prior to
commenainp onywark
From : **HRUAHi ENGINEERING** 714 252 9293
Pas
011 'a •- .• ..__.,....,.-...-.............
•f4--fi+<....................DQUL6ERTSOW 714 581
ti7 5:S:7R-1 FkOH ---•'----••'P-..6........
` TF1,1991 5$0 sera plus
t�-22-19a7 MON iS221 in:cn CDA6TAL
= JNEPPERT,ENVIRONMGNTALq/"RULTIN'G 1171tac74M �119117197 CM02PM L1ks
09/17/1997 19,42 r .4"M92 DPT rM a ..iolt R5 PAK 03
Mr,.Ken arossal
September 15, 1997
Page Two
4. The State Mmrves the tight to use maid pttlpMty to any manner, provided such
uao dove not unroosonably lntmrfea wMh aarean, Bakal, and waedooaatsa' right
nereln.
5. Aoce■s to said property OhsM be as p�Wtla by the Stets (by rneanta of a Read
maating prior to project onitet with t1% lards raproeanis** har Upper
Newport say),
a- Prior to any entry upon the eel4 Iaad hr arry#WpW hero1nobove liM fodl1,
Garoon, Oskar and Associates $W Wit Dabs bywridel or oral noflao to tho
pePartlnenrs reptesetttattva,
7. Once the rapair work has been owrolelad, all dishrrbed great on $Ws land shall
be ravegatgtedlremtored to 11114 ern Otto Department A t*Mxtary
fend (plootle typo dab* barr'rsr) obdr ba awlMl lu link wowo m the proaeor
tfte during echatntrtkm and for ro and nstomtbn. All.taatlltxidoo,
existing fences 0 cxtnehnttilon nll�.fbta1l11wN ltdt on State lend ehal be
removed upon s fkrel lnapi'Wm ma ft wMh to depsrtmenre teprasorlWve,
A. This RigM of kntly anent be 411014able ffedt lbctember 16, 1997 through
December 15, 19e1,
9. L-nfay upon sold land of the oasis, by QNaon, balmr and Associates for the
purpowr; stated heroin shall eehatltllMr slap tn0e by Osman, Oskar and
Assodates of all terms and conWorw el mass Rlptlt of entry.
If you have further queowm. Plow 40 Mr, John Andersen, Sanlor 910100161, At
(662) 500-4800.
8inaamly,
Pablde tN911
RiegWal Manager
Agreed;
Mr, Ken Droosel
Gerson, 9sknr and Associates
,< -
STATE OF CALIFORNIA-THE RESOURCES AGENCY PETE WILSON, Govemor
1 CALIFORNIA-COASTAL COMMISSION
i' South Coast Area Office Page: 1 of 3
200 Oosangate, suite 1000 Date: September 18, 1997
Long Beach, CA 90802-4302
(662)590-9071 Permit No: 5-97-250
On September 9, 1997, the California Coastal Commission granted to Park
Newport Apartments Coastal Development Permit 5-97-250, subject to the
attached Standard and Special Conditions, for development consisting of: Bluff
stabilization consisting of construction of caisson retaining wall, grading of 52
cubic yards of cut and 52 cubic yards of fill, and repair/replacement of damaged
drainage pipe. More specifically described in the application file in the Commission
offices.
The development is within the coastal zone in Orange County at 1 Park Newport,
Newport Beach.
Issued on behalf of the
PETER DOUGLAS
Executive Director
California Coastal Commission on
RECEIVED By
PLANNING1 DEPARTMENT
CITY OF NEWPORT WCHBy.
9 41997 pTitle:
E.NI
September 18, 1997.
Coastal 'Program Adalyst
The undersigned permittee acknowledges receipt of this permit and agrees to abide by all
terms and conditions thereof.
The undersigned permittee acknowledges that Government Code Section 818.4 which
states in pertinent part, that: "A public entity is not liable for injury caused by the issuance
... of any permit ..." applies to the issuance of this permit.
IMPORTANT: THIS PERMIT IS NOT VALID UNLESS AND UNTIL A COPY OF THE PERMIT
WITH THE SIGNED ACKNOWLEDGMENT HAS BEEN RETURNED TO THE COMMISSION
OFFICE. 14 CAL. ADMIN. CODE SECTION 13158(a).
Date Signature of Permittee
Please sign and return one copy of this form to the Commission office at the above
address.
.
No. 5-97-250
1, Notice of Receipt and Acknowledgment. The permit is not valid and
development shall not commence until a copy of the permit, signed by the
permittee or authorized agent, acknowledging receipt of the permit and
acceptance of the terms and conditions, is returned to the Commission
office.
2. Expiration, If development has not commenced, the permit will expire two
years from the date on which the Commission voted on the application.
Development shall be pursued in a diligent manner and completed in a t'
reasonable period of time. Application for extension of the permit must be ,r
made prior to the expiration date.
3. Compliance. All development must occur in strict compliance with the
proposal set forth in the application for permit, subject to any special
conditions set forth below. Any deviation from the approved plans must be
reviewed and approved by the staff,snd,may, require Commission approval.
,
4. lntarpratation. Any questicns`of'intent or jnt;erprat?tion of any condition will
be resolved by the Executive Director or the 6ommlSsioh.
5. Inspections. The Commission staff shall be alid4ved to inspect the site and
the project during its devel6pm6nt; subject to 24-hour advance notice.
6. Assignment. The permit may be assigned to any qualified person, provided
assignee files with the Commission an affidavit accepting all terms and
conditions of the permit.
7. Terms and conditions Run with the Land. These terms and conditions shall
be perpetual, and it is the intention of the Commission and the permittee to
bind all future owners and possessors of the subject property to the terms
and conditions.
Prior to issuance of the coastal development permit, the applicant shall submit for
the review and approval of the Executive Director, written evidence that the
California Department of Fish and Game (CDFG) has 1) reviewed and approved the
proposed project and, 2) given permission for development described in this permit
to occur on property owned by California Department of Fish and Game. If CDFG
requires any substantial changes to the project as approved by the Commission, the
COASTAL DEVELOPMENT PERMIT
. _ 1
Page 3 of 3
changes shall be submitted to the Executive Director for a determination as to
whether the changes require an amendment to this permit. Any changes that
require an amendment shall not occur without an amendment to this permit.
�It .uu &•, •.
Prior to issuance of the coastal development permit, the applicant shall submit, for
the review and approval of the Executive Director, final grading plans, including
plans depicting the caisson wall. These plans shall include the signed statement of
the geotechnical consultant certifying that these plans incorporate the
recommendations contained in the Supplemental Geotechnical Investigation
prepared by Bagahi Engineering, (Proposal No. 780-200-00) for Gerson, Baker, &
Associates dated November 14, 1996. The approved development shall be
constructed in accordance with the final revised plans as approved by the Executive
Director. Any deviations from said plans shall be submitted to the Executive
Director for a determination as to whether the changes require an amendment to
this permit. Any deviations that require an amendment shall not occur without an
amendment to this permit.
MV:Im
97250cdp
c:\msoffice\winword\template\permit.dot Printed on September 18, 1997
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.P� AI I II'I� I I I- �II RPI I '
�-I I I�I ,I II I � I III K.R1I. . �I -II �I i I ., I E-I1.. . I I N.� I � I ICI I I II �I IEI II.I -. . I . � I .ISWI I- � . I E�� -I._ .. P. � - . - 1 I� I I II OI I GI II I I _1
GENERAL-GRADi - ,
II
h n conform to Ch ter 15 of the Newport Bench- i y , o r'
w - . 1. All work s a aP rt • • T i '.: %. ,c : y , G.a 3 n
Municipal Code (NBMC), the project sods report and specrol. , I , r
requirements of the permit �, �a�{
a �: , t i y y1JP�, y;
q = - _ n1� �r .t i' ✓ 4 7 '} ire , rr '
. NII .�T� I I-S .
��i n,: ti'e''' F cuPP!?j'hC,'Poxtnair �t.�� ^a o, uw
I. Dust shotl be controlled by watering and/or dust pnllwtivm j. nM ccc wru� .aucarr� � _ •
- y
t rr,�.g''� hY>,Y''Xr�y+`,y 1 ,o pA+
\ nw`1 +i4a� 1 -
3 Sanatory focTties sha0 be maintaned on the s1e during " ;n{ z �r��k," r
- . - - M1.g y. V i` : Wit; `' „s ,Sr g&a v ' ';
the construction period. b* L , r ,. �qp' t� .
_ ' '.`a , ®t +w sfck�, g o '0 •M1a t" a o' q 4 r
4. , Work hours 'ar. Lin tact from 7:00 AM to 6'30 Pill MONDAY i �t 31u �.M ti
. I TP� IMIr LI �
y
through FRIDAY: 8 00 AM to 6-00 PM SATURDAYS; and 10.00 AM, r, „. I ? a "
s �. , °l, r� �4 , i
Per Section 1O-2f3 of the ' ... ,
- to 6:00 PM SUNDAYS and HOLIDAYS I
pg
T -� a t: ,LLL Tr
NBMC. 4 ',4,„c w. e�' S "
. , as'. -
- S. Noise, ercavotion, deirvery and removal shaft be controlled 6• A11 existing fills shall be aAProved by the sails engineer , c
or removed before any additiona3 fills are added. e ' 3r , er
per Section 10-28 of the NBMC. 7, pny existing irrigation lines and cisterns sha13 tre removed, NOTICE TO'CONTRACTOR' -•. sE,, u
t .A H a Fo a �p,l �'� V . 4,, 1 M� �IKL
ail H, > , Cm ,a ,arwauu __l
er crushed in place and backfilled,.and approved by the "arty° " 1
6."'The, stomped set of approved pions shaft be on the lob site. soils engineer.' ` . a
All Contractors and Subcontractors performing any cork sSoom on or �r ''`'i ' �u
- at all fames. B. The engineering geologist and soils engineer shall,' after srfi n _�
Clearing and prior to the placement Of fill in canyons, related to these plans -shall conduct their operations so that all • •.s am li ( jL °,
employees are provided a safe place to ^rock and the public is r "r' V t+ n0I
7. Permittee and Contractor are respor>sble for beating and inspect each canyon for areas of adverse stability and protected. All eontractocs and Subcontractors shai.l comply with PROJECT _ w } _? )� - .,wa �� a; o ■.,r..
determine the presence of, or possibility of future d Y,•r^
protecting utilities. the 'occupational Safety and Health Regulations" of the' a.S. s w e
determine the
of, subsurface water or spring flow. If Department of Labor and with the,,construction Safety orders' of W.o, o` `i,ti �,
~ , �� _ a �,_; a m
- t be needed, drains will be designed and constructed prior to the -the _State of California Department of lndust-ial Relations. I, §k A'" `c"• f'4 ,I .1 1s.
8.'' Approved drainage provis#oils and protective,meosures muspf �`,
1m .'placement of fill "in each respective canyon. However, the Construction Engineer and the City of Santa Ana shall "crF .� "f �,.� , - ' e ��`t1,^ faU`''r '` .
used to protect odjoiniriq' properties during the grad g g• The exact location of the subdrains shall be surveyed in the not be responsible in any way for said compliance by the Contractor
operation. f"field for line and grade. o =''�,' ^` t�:�,fi"�p '
or any Subcontractors.p �a
10. Ali trench backfills shall be compacted througtout to a r % ,. 3r s °" " o ,w, '
n shotl.be abandoned in compGonce minimum of 90 percent relative compaction, and APPROVED 8Y The Contractor further shall assume' sole and complete_ p3 r „ ra ys "r l "Q •""1,
" 5. , Cesspools and septic to ks 44
ed the 8uddin THE SOILS ENGINEER. The Building Department may require responsibility for job site conditions, during the course of ■"` We ,"_ - w ''
lvrth the Uniform Plumbing Code and opprov by 9
coring of concrete flat work placed over untested backfills construction of this project, -including safety of all persons and r sr irtsmrr •. p °r a a ....I'. v•
Official. . no; ' rr
t0 fiaciTitaLe testing. property; that this requirement shall apply continuously and not. ' _+ �-,*a "p"`�' : i
v -;, ' _ -
ii. Ths s4ockpiling of excess material shall be approved by the be limited to normal working hours, and that the contractor shall e ,
■Hain , `.:r;E '•A „�+�I. -
. t0. 'Haul routes for import or export of materials shag be i r ";
City Grading Engineer. defend,�fiidemnify, and hold the Owoezy Engineer; and the City of =r a•o Q' .'9i�'$s, n `"
a ed by the C'dy Traffic Engineer and procedures Shod 12, Landscaping of all slopes and pads shai7 be in'accordanca Santa Ana harmless from any and all liability, real oc alleged,'in "�"r �� r ' 'F4 v�wa
' PPS i
i ,- Conform with Cho ter 15 Of the NBMC. ytth Chapter 15 of NBMC. connection with ttie perfosrsance of- rrorkon Ibis project, expecting tr"3t �" �� I� �' gQ�
tlurin and altar for liability arising; �iom.the sole negligence of the owner; the \ '�
i nvesti ated both 9 "' Cv ' ;:L �(� is w
t3. A37 cut slopes shall be g - - �i
11. Positive drainage shall be maintained away from all buibing grading by an engineering geologist to determine fir' any Engineer, or the City -of Santa,Ana'.
C�gj7• )m Wi - - Rr;, si�i�- "(-r J r t 4 p*"a
a� any- stability Problem exists. Should excavation disclose any' — t
r"'r ar r s r ^',.w \�rfi 'f1 a " ,a
geological hazards or potential geological hazards, the a`wci v
�.
t2, iodure to request inspections and�or have removable erosion engineering geologist shaiT recommend and submit, necessary - ���_
treatment to the City Grading.Engineer for approval. 1
- -control devices on -site of the appropriate times shall t4.. Where suppert or buttressing of cut and natural slopes is II1AIi
. result in forfeiture of the construction site cleanup, tletermired La be necessary by the eng nearing geologist and.
deposit -soils engineer; the soils engineer'will obtains approval of VICINITY MAP 1
design, location and calculations from the'City Grading _
13, , All plastic drainage pipe shall consist of PVC and ASS - Engineer prior to construction. , tv r 5
piostic and either ASTM.2751, ASTM Di527, ASTM D3034 for 15.. The engineering geologist and soils engineer shail`,inspect I
. x - ASTM D1785 and test'Lhe cc.-struction of ali'buttress fills'and attez; , .
- to the .stability of the slope and adjacent structures upon -
S completion. .
- _ .1 -. '7" to., When cut pads are brought' to,hear.grade Lha engineering
EROSION^CONTROL . geologist shalt determine if the bedrock is extensively ,
fractured or faulted and will readily transmit -water. Yf 1
1. Temporary erosion control plans ore required from October 15 considered necessary by the engineering ,geologist,and: soils ,
t _ to,Mcy 15. engineer; a compacted fill blanket will be D}aced:
. 17, _The engineering geologist shall perform periodic inspections s
2: Erosion control devices shall be available on site between ' , - during, grading.
October 15 and May 15. is. - NotificaLi'on of Noncompliance: If, An the course of
fu1fi71ing their responsibility, the civil engineer, the
3. Between October 15 and May 15, erosion control measures, snits a»gineer, the engineering geologist or Lhe testing
agency finds that the work is not being done in conformance
_shall be in place at the end of each working day. wheneveri,th.the approved grading plans, the discrepancies shall .be
itie,five-day probability of ran exceeds 30 percent. Durinij "feported immediately in writing to the person in charge of , ;
the remainder of the year, they shalt lx,in place Ot the end the grading work and to the City Grading Engineer. r�t�-irt-cywCLC '
of the working day whenever the doily rairtfoli probability Recommendations for corrective measures, if necessary, shall E=S'3� QJRc�rYYtG a i=4U1PMt=ttitT 1. I I IJ�
ekceeds 50 percent. be submitted to the City Grading Engineer for approval.
i CUT : SZ. G t `^ ;
. ; 14. '. y'. Londscoping plans shall be submitted for approval, work V- _ L' ` S,z c' y a 1
completed and a certificate of cronformonce received by Ithe DOCUMENTATION -
City Grading Engineer prior to closure of permit, unless \ D �(Ir�
waived by the City Grading Engineer. i, An as -bunt grading D1an shall be prepared by the t1vi1 l�J E-
engineer including original ground surf ace'elevattans, as-
fz
, �5.. Temporary desdting basins, when required, shall be graded ground surface elevations,, lot drainage paLtarns and AUG 8 1997
r " _ installed and maintained for the duration of the project.. locations, and elevaticns of all surface and sub -surface i
drainage facilities. Hs shall provide written approval that ,_'1
REQUIRED INSPECTIONS
the work was done in accordance with the final approved OAIIFORNIA t
grading plan and state Lhe number of yards of cut and/ar . COASTAL COMMISSION
- 1. ' A pre-grad'utg meeting shop be scheduled 48 hours prior to fill moved during the operation. EST'*^I
start of grading with the following people present owner, 2. A soils grading report prepared by the sot is engineer,x"JTtT'r
. II
I .I
II
i tractor, design avrT engineer, sacs engineer, including locations and elevation pf field density tests, CONSTRUCTION NOTES:
grading con summaries of field and" laboratory results and other I
i geologist, City Grading Engineer of their representatives. substantiated data and comments on any changes mane During �4y�t , iO—CONST. 24" DYA. CORRUGATED STEEL PIPE, i6 GA,, WITH' REROLL,I .; i
Required fleid inspections rn*9 be outlined of the meeting. grading andtheireffect on the recommendations mane in the ANNULAR ENDS CONNECTED -WITH CONTECH HUGGER BANDS;
I soils engineering investigation report. He shall provide i
! 2 A.pre-paving meeting shaft be scheduled 48 hours prior to written apprcva7 as to the adequacy of the site fcr Lhs ( ,E� n— JOIN EXISTING 24" CSP PIPE WITH CONTECH HUGGER BANDS,
i`I
start of the sub -grade preparation for the paving with the intended use and completion work i n accordance w . to the �/ ":
following people present: owner, paving contractor, design - NBMC • 5 GA �_ L I
3. A geologic grading report Prepared by the engineer.ng �l FURNISH AND INSTALL CSP PIPE ANCHORS WITH. PIPE,OOWN 'DRAIN l
civil engineer, soils eng^ineer. City Grading Engineer or geologist, incitiding a' final description pf the gec}ogy of ANCHORS, ALHAMBRA FOUNDRY A-4022 FOR '24" DIAMETER P "'. WITF1 `
i`, I . I ' I . their representatives.- Required field. inspections wilt be - 6' LONG PIPE STAKES.. - ; , ,
outlined at the rtleefing _ the site, includinc any new 'information disc}osea aur;ng the
oradina'and the er'Tect of same on recommendations
incaraotated in Lhe approved grading plan. He sna;T provide 1 Er' (D— FURNISH AND INSTALL 24" CSP PIP1 FLARED END SECTION
written approval as to the adequacy of the site far Lhe F
i gfnurstPD IISPECTIONS intended use as affected by geologic factors. `�6 3F Q5 --- CONST. 18" THICK ROCK RIP PER OC,M I STD. PLAI N t , I I.
1, A pre -grading meeting shall be scheduled d8 hours Prior to. ?."` — {�b�•-- REMOVE TNTERFERING.PORTION OF EXIST CSR DRAIN PIPE".,
I-I
start of grading with Lhe fallowing people present: owner, UNAUTHORIZED CHANGES &USES: The en ineer re grin
- grading contractor',-design,civi.l engineer, soils engineer, g P P g 9 iIq o- DRILL AND CONST. 24" DIAMETER CONCRETE CAISSON PER PETIAILS
! geologist, Dity Grading Engineer. or their representatives. these planswiilnotberesponsiblefor,ocliabtotheplasmusted :
Requil.ed field inspections will be outlined at the meeting. p NOTrc: si'�un� I"STE-Vit,Js TZe-QV1nrPD fb ti f��n^l�ay; AND.SPECYFICATIONS
changes to or uses of these plans. fill changes to the fans must be (g)
- - in writing and must be approved by the preparet of these plans. L
2, Apre-Davin9 meeting shalt be_scheduledj4$ hours prior to 1) GoNCREtE CITYOFNEINPORT6_ACH
start of the sub -grade preparation for 'the -paving with the: : 2) CA%S- a \HsTeaV_p,.i oa ✓- w, APPROo;ecl niof:rsto0. ''
This rc r-,c! cmioras to a. an: �!
': following people present' --owner, paving corit' 'ctor, design OVESSION P , a�epianningregulations
'" - 1"'Civil engineer-, spits engineer. I City Grading Engineer or 3) R@1TaF02C-SrI .Ncw%46% `R A(� andpoiicias:ne�,erio•, is,ate. _ "
,, -Chair re�resentatives:.Required field .inspections will. be ;; / ). Mp 'yd+
�Q ( R These plans are not W be used for construction purposes. No South +roast . DisL�iot OPg;cr
building permit will be issued until approval is received from
I.
II
r f s,. ' 'outlined at the meeting, � / ti �r��=xP nr ,
.k` . '1tr^T1
, t, I t-Z 3� m ,o the California Coastal Commission. ,
IiII
Sig of ; FTLI S/CUTS _T -: ^ -
. IVC7T� t Gov rt?AGTC7fZ £S}1At t t=tcfw. T�8T ¢ o. C256 7 PLANNIN' EPARTMENT r`: i Y p�
I-,t', ,'Graded =slopes shall be no steeper titan 2 horizontal, to 1 p 3- Date: ��� 7
'�A-LM 4fLA\t.. T�t1� t�r2.10rt �o M Yr
"I"' ,, . vertical. -
Fill slopes shall be.compacted to no less than 90 Percent C,OOAP%_MTIOr� G*• C_OKYSMUCI1'10%J- \ -
S .T.'.'-',llz
relative compaction out- to the finished surface. r0F CNOJ q
'.8, ..'All fills shall be compacted_ throughout to: a -minimum of ., _ i Dater
percent relative compaction as determined by'kSTM Lest -
method 7557, and approved by the soils -engineer. Compaction
o tests shall be performed approximately every two feet in PLANS PREPARED BY: DESIGNED BY: PLANS PREPARED FOR:
vertical"height and of sufficient quant�Ly'to attest„zo the APPROVED BY: _ ��� A.J.M. PRECISE GRADING PLAN SHEET' CI '
overall compaction effort applied to the fill 'areas. 6 DRAWN BY: I l
4. Areas to receive fill shalt be cleared of all vegetation and 5 �ALlF01�NlA A'�M eERsonr, BAKAR, & ASSOC. ,
1- Idebrls, scarified and approved by .the soils engineer prior - ""�"'- • '
4 a ,*,w
to Dlacing of the f.11. . . '• C I V I L I N C CHECKED BY: 201- FIIb@rl Sfi@@f PARK hI�WPORT APARTJI/IENTS �F
- ;3 Fills shall be keyed cr benched into con Patent material.-. 3 - - AJ.M.
i n ons nts . 13
1, iv , d o an co, CA NO.
- .. - I a Ut lity u i C It js '
•. 2 DAZE• S Franc 94 3 PROJEC?
I . Planning .Engineering 'Surveying 19 MAY 1997
Ol'VE PARK NEWPORT
350 Clinton Street, Suite % Costo Mesa, cA 92628 " OUR PROD. NO.: CITY OF NEWPORT BEACH •ORANGE COUNTY,' `CA r
. . _ - . DATE (714) 557-1059 293-97-01
NO. DATE REVISIONS
r CITY' ENGINEER osliFlcarlawrxgceitcrac- ru-s>:ar ,
{ : iY'
1 c, , _ _ _ - _ . . - - _
I,- _ ,
,
• - �. - .. „ - r _ - V. r f 1� �: tit
a � I � � \ _ $ - _ _ i J„
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MArcr2lAt_ (�71y / �
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BORING
lg> \ LAW CRAM
\\ to 3 slar-t
s5i � 2
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ST, CADNS/ j
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!
/ Flu MATtw O /
CONTINUOUS CORRUGATION
,4.EkIS% CON y}�,G AROUNDBAND 1
\./ / BAR s STRAP i
CONNECTOR
r�4�
� ml
7
Vtvrr 31G0
0-i
'd) S21NCo N0, g-1 -
'E� 65.34t�1v) ®._
' (1aAGAF11 ENG) y
SE-5- Sur C-3 ,
- Uta 1r
OD
Szcmom A -A (gacllOJ C-C LNT's)
7
r
HUCCER loud ixith bar and strap connector.
roNTr__c" Nuc-,Grr2 BAND
DOWN DRAIN PIPE ANCHORS
:% ROUND STEEL YOKES FOR
ANCHORING CORRUGATED CULVERT PIPE
AA022 PIPE ANCHORS
PIPE SAES
8 — 12 -- IS — 21 — 24 — 30 "
Specify Length of Stakes — 6 h- Standard. 11h Inch Pipe Stakes. Fa Driving in Sod.
Give Size of Culvert Pipe When Ordering.- -
r�l 1JbWN pt2A�1�1 FaQr� AraG*tOrZS
N r-s
a
CONSTRUCTION NOTES:
1O— CONST. 24" DIA. CORRUGATED STEEL PIPE, 16 GA., WITH.AEROLLED
y
ANNULAR ENDS CONNECTED WITH CONTECH HUGGER BANDS.
'
2--JOIN EXISTING 24" CSP PIPE WITH CONTECH HUGGER BANDS.
3a— FURNISH AND INSTALL CSP PIPE ANCHORS WITH PIPE ,DOWN DRAIN
ANCHORS, ALHAMBRA FOUNDRY A-4022 FOR 24" DIAMETER PIPE WITH,
6' LONG PIPE STAKES.
4Q— FURNISH AND INSTALL 24" CSP PIPE FLARED END SECTION.
O5 .- CONST. 18" THICK ROCK RIP PER OCEMA STD. PLAN # 1809.
T REMOVE INTERFERING PORTION OF EXIST CSP DRAIN PIPE.
Q7 — DRILL AND,CONST. 24" DIAMETER CONCRETE CAISSON PER DETAILS
AND SPECIFICATIONS
(BY SEPARATE PERMIT),
or -
STONEWORK
Stone shall comply with -Subsection 200-1.6, Stone for Rip -Rap, except cobblestoneir
shall not be used. .All stones shall be angular, each piece having its greatest
dimensions not greater than three times its least dimensions.
Stone shall comply with the tests specified in Subsection 200-1.6 except that ..
the apparent specific gravity shall be not less than 2.62.
Stone shall also be tested for percentage wear in accordance with ASTM C131 except
that the maximum loss shall not exceed 45% after 500 revolutions.
Unless otherwise specified, the gradation ,for .general purpose use shall lie'between '.
A
the following gradation curves&
'
% Lighter by Weight Limits of Stone Weight in Pounds
1
100 1800 720
SO 530 360
" 15 260 '110,
i
Thickness (T) - placed dry in non -turbulent, flow locations 33"
placed under water - 48"
1
"1
placed dry in turbulent flow locations - 48'n
Placement tolerances for finished surface shall be plus or minus six inches from
indicated lines and grades.
If gradation curve is requested by the Engineer, all points on individual grading
curves obtained from representative samples of rip -rap stone shall lie between .
limits as defined by a smooth curve drawn through tabulated grading limits plotted
on a mechanical analysis diagram. The grading curves within these limits shall not -
show abrupt changes in slope denoting skip grading, scalping of certain sixes or.,
other irregularities which would be detrimental to proper functioning of rip -rap.
stone. Gradation testing shall be performed by an approved testing laboratory .on
j
samples selected by the Engineer, at the Contractor's expense.
Stone shall be placed directly on prepared earth subgrade or area unless rook
filter blanket or filter fabric is specified or shown on the plans.
Each load of 'atone shall be reasonably well graded from the smallest to the"
maximum size specified. Stones smaller than the specified 15 percent size and
+>
spails will not be permitted in an amount exceeding 15 percent by weight of each
load.
Stone for rip -rap shall be placed in a manner which will produce a reasonable well-
'
graded mass of stone with the minimum practicable percentage of voids. The entire
mass of stone shall be placed in conformance with the 11nes,•grades and thicknesses
shown,on the plans. Rip -rap shall be placed to its full course thickness in one
ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY STO. PLAN „
Approved
C. R. Nelson, Dirselor of PWIt MbrAs ' 8 0 9
{
Adopted: Res•78-791 Revised: Res.79-1725. 85-339 VVV V
1.
SPECIAL PROVISIONS - STONEWORK
SHEET, OF J
CITY 0iI lj:li'1110PTFt-_'ACN/- - -t
AR R...,... n tc„c:-. F�
:J .
This proi air;,n' •".'s'.?a;1',-(' ar'eplanningregulatons operation and.in a manner to avoid displacing the underlying material. Placing'
S
and polidet in erect ca evit: uafe.
of rip -rap in layers by dumping into chutes or by similar methods likely to cause
segregation, will not be permitted. Self-propelled equipment shall not be used
ThesBplon3arerattebeDssdfercnnstrucflonputposes.No
building permit wiz be issued until approval is received from on embankment slopes.
the CalNNINrniaCoastal FITIAEmmssion. The larger, stones shall be well distributed, and the entire mass of atone shall&_ ?
PLANNING RTfdENT gradation specified. All material
� conform to the � Dater-�'� � g p going into rip -rap .protection .
IBy - shall be so placed and distributed that there will be no large accumulations of "
AMg(2/1 t=o�r.�octY�
IN. So . PLANS PREPARED BY:; UesVrvnU Cr: PLANS PREPARED FOR:
APPROVED BY: — ABM
6
either the larger or smaller sizes of stone.
It is the intent of these specifications to produce a fairly compact rip -rap
protection In which all sizes of material are placed in their proper proportions:'
Hand placing or rearranging of individual stones by mechanicalequiPIR
' ant may be
required as necessary to secure the specified results. „
If grout is specified for filling the interstices, lit shall be either a
560-C-3250 or 660-E-3250 concrete mix.
QOFESSIOryq/� ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY STD: PLAN
4.��Q 1. MQR F2di Approved
l �� G,�P �
y � C.R. Notion, Dirselor of Ps lit Mbr*s 4
j 1231�1Adopted: Res.78-791. Revised: Res.79-1725; 85-339 O V
w 18
<?�
°c- No-C277 SPECIAL _ PROVISIONS - STONEWORK SHEET 2 OF2;
y - - -�
tl9 - OF CA�I���
DRAWN BY:
CAL�FORNIA' CHECKED BY: GERSON, BAKAR,
C I: V I L'_ I N C." , A.✓.M: 201 Filbert S
Civil and, Utility. Consultants DATE: Son Francisco, Cf
Planning •' Engineering - z _ Surveying-"-. 19 MAY' 1997
DATE 350 Cinton.Street, Suite B, Costo,tdeso, CA 92626 OUR PRQI. NO.:
(714) 557-1059 20-97-01
L
too
G579
r =4b
70
m
am
ICY 1. lo'
to'
lo'
�xl�r, Cat2AT'1~
INLCT
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r� /� GEm1G CAl-tA2
�' I tea Ttz 69q�
Stzxz M MA.•a 1'c.Anl
gx,;•�T. iSA
P1PL ,
DATE OBSERVED: 10-21-96 LOG OF BORING NO. B-1 LOCATION: Park Newport
LOGGED BY: BW/KB METHOD OF DRILLING: 6-inch Auger GROUND EL:
DRILLING CONTRACTOR: PACIFIC DRILLING HAMMER: 140 lbs. FALLING: 30 inches
Feld
Description
Depth
Sol
Sample
Blows/
"""s`n"'a°"tM""'a'""'°c,ew"'e'd,ft"�",w°°'^ bgWt""°'^'"w"�
(ft)
Type
Type
Foot
Moist. Densi ty
mrwm# m :--y am.om e ti d M ea.,,."■."e...fa ,m.
ev of. e,nea," rm"Yr.d
M (PCQ
FILL
1-
Light tan brown silty fine SAND, slightly moist. loose
2-
3-
@ T becoming moist
4-
@ 4' Colluvium: tan to greenish tan clayey SILT to silty CLAY
5-
R
24
43.6
70.4
w/chips of weathered shale, moist, medium stiff
6-
@ 6.5' Coluviumlweathered bedrock contact -harder to drill
7-
B
8-
9-
to-
If-
12-
13-
14-
15-
is-
17-
to-
III-
20-
21-
23-
24-
25-
26-
z7-
28-
I I I I@ 9.5' weathered bedrock light brown greenish SILTSTONE,
slicked surfaces @ 10-11' in ring sample, medium stiff, moist (no
R 23 47.6 70.7 distinctive bedding) "
@ 14' seep, harder to drill
R 1 18 1 61.2 64.8 1 @ 14.6 auger refusal on hard limestone bed, continuous
sampling fom here on
R 26 @ 16 bedding attitude of approx. N35W 6NE
R 29
R 1 33 1 47.4 1 70.3
@ 20' brown to dark green siltstone w/occasional orange sand
R
33
63.3
58.6
beds (i/16' to 1/4' thick) moist, medium stiff, bedding attitude of
N39W 12NE
R
64
86.5 .
49.8
Grey green sandy to clayey weathered SILTSTONE, moist, stiff
R
38
61.2
63.8
R
53
Bottom of hole at 26'
No groundwater
Minor caving
0
TZI
001
G10:1
30
BORING 1
DATE GRILLED: April 24; 1996
EQUIPMENT USED: 24• - Diameter Bucket
ELEVATION: 55'.
Qw
ui
—'
t"
?^
w`.
0
Na
O `o
2E
a=
in
y
cc 9
o
oN
3°.
0e
-1N
_j
g
SM
L9NDSLIDE DEBRIS (Olsl
SILTY SAND - line, some Clay, few Gravel, moist, reddish
brown
50
5
Some bedrock fragments
ML
SANDY SILT - disseminated caliche pods, brown
45
10
SILTY SAND -fine, reddish brown
SM
SILTY CLAY and CLAYEY SILT - some Sand, few Gravel, slightly
porous, brown
CL-
ML
SANDY CLAY - few Gravel, disseminated caliche pods, greyish
brown
CL
24.3
88
7
Cemented Siltstone boulder (up to 20-inch maximum dimension)
Brown
40
15
26.5
65
7jN'Xz"
Scattered bedrock clasts (1 y,•inch in diameter)
18.3
95
8
SILT . some Siltstone fragments and small shells, mottled grey
to reddish brown -
ML
CLAY - plastic, nearly saturated, grey
CL
35
20
5
88
6
Abundant bedrock clasts and caliche
57.6
64
7
_ _Shear: _N28E, 32N_W to N_35_E,_34_NW_
76.1
52
9
MONTEREY FORMATION ITmI
SILTSTONE - clayey, well bedded, highly fractured, highly
weathered (from 21' to 24% some Clay, abundant caliche along
-
-
17
fractures, grey and dark brown
22 %*- Joint: N52E, 58NW - caliche infilling Ill /4-inch wide)
24'- Bedding: 'N46W, 14NE
30
25
24% Joint: N14W, 86SW - moderately jointed, abundant caliche
23'- Joint: N85W, 77SW - caliche infilling (1/4-inch wide) '
25 h'- Bedding: N55W, 14NE - thin Sandstone layer, some caliche,
64.1
59
19
light grey and orange
23
Abundant gouge along fractures, some shells
Sandstone interbeds
26'- Joint: N9W, Vertical - callche infilling (1/4-inch wide)
25
30
8
49
26'b'- Joint: N42E, 35NW - caliche infilling 11/3-inch wide)
27'- Bedding: N37W, 15NE
Dark brown ,.
\
-
-
40
for
4•
Minor seepage -
Cemented Sandstone bed
No sample recovered -
(BORING TERMINATED AT 33 y.' DUE TO HARD DRILLING)
NOTE: Slight seepage encountered at a depth of 32'. No caving.
•. Number of blows required to drive the Crandall sampler 12
inches using a 140 pound hammer falling 12 inches.
,'
-
• ` Elevation refers to datum on Figure 1.
LOG
OF BORING
LAW/CRANDALL, INC.
I I 1
I �r i I i�•%- /
I A
FIT!
A
l l /
r I_�•-- I I I
31-70 �
3160 1��
3ISO
l
i=pC2T10N Off' 0 I
aLC)G s4
Q I
'-j(Zlt"1 INTT=2�Q1?IN�o I -
(•�R.T10r�i� QF l
�� If
DRIVE PARKING —
A1SLF_ t
Stnu.s . —
AG Fwfv�r t —
CONSTRUCTION NOTES:
1 CONST. 24" DIA. CORRUGATED STEEL PIPE, 16 GA., WITH REROLLED
ANNULAR ENDS CONNECTED WITH CONTECH HUGGER BANDS.
O2 -- JOIN EXISTING 24" CSP PIPE WITH CONTECH HUGGER BANDS.
3O— FURNISH AND INSTALL CSP PIPE ANCHORS WITH PIPE DOWN DRAIN
ANCHORS, ALHAMBRA FOUNDRY A-4022 FOR 24" DIAMETER PIPE WITH
6' LONG PIPE STAKES.
0 FURNISH AND INSTALL 24" CSP PIPE FLARED END SECTION.
CONST. 18" THICK ROCK RIP PER OCEMA STD. PLAN # 1809.
O6 — REMOVE INTERFERING PORTION OF EXIST CSP DRAIN PIPE.
7Dr DRILL AND CONST. 24" DIAMETER CONCRETE CAISSON PER DETAILS
AND SPECIFICATIONS
(13Y 5FPARATE PERMIT)
�oQ j,aFESS►Opq!
3.410
No. C25677
9
fr9 OF CA0'
Y
# 3070
EQUIPMENT ACCESS PLAN
This protect':Ci:..: J 19 mi c" 'CI%aun, planning regulations
and poEcia" :n eiie,,t Gr, fois date.
These plans are rof to be used for construction purposes. No
building permi( sail be issued until approval is received from
the California Coastal Commission.
rr IA=- =^tarµ
c=A�n P
INT�(2\M T11�1g�R
g��cz.T
% g'F'c a J.L L NO.
PRECISE GRADING PLAN
PARK - NEWPORT APARTMENTS
k
r
ct bYYi6
i
l--- - -- - - — - - -- - - - - - - - - -� - - - , - - - - - - - -
No
\U•0
\0.
To EUMINATE- ?ANOIN61 wa4tIR- j
t
IX 9
t �
,5 p.M Rl
P
Ci
� 1
60
50
30
_ S \
' A
f - LI tk
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r
V
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r'%jam
o X'
ARE
^t � xO
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j
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00
me
\A c \46,,L
1
I.Cg
\ i
F `\ LEGEND / �° ,�
Eil-21[Zt GCtA'[E INLET � /�t
SANITARY\ SEWER I 4
h •! /
—•—o-- — /ND/CATES SEJ4,14lNH0L.E
�C/ST/ C.P. SEWER e
m 0'3�/
L/NF'ANO V..S/ZE
EXc1S7-/NG ORANGE COUNTY
4N/TAT/ON ,0/STR/C7—
I '\
1.
"- BTORM DRA/i1r' V / y
tl 0— — ,INDlCArRS STORM DRAI/d CATCH BA�/N
t
S70RA•l DRAIN MANNOL E
` il, ••--[, • / n \ STORM DRA/N NEAOWALL
R/P RAP -
' -- •^24"5D—• — " .EX/ST/NQ STORM DRA/N \
1 ! \LINE ANO SIZE OF PIPE
p
e Ng
Io. .
- • _ - - - F
t . 00. pY3 O�
tr \ O
a I 1 `b byb.
•
1 -
\,T9
' 0.
O \
• I — AND
WORK- AIXeA
J
l
• 1
I
\qI
H
SCAL E r / " = /00 /1
TOPOGRAPHIC'' MAP
OF I
CANYON DEVELOPM
13
t
t
L,)F OF NEWPORr CH BEA• (ale
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1 P O D TO ISSUE
BY
� DATES �
EXHIBIT )Ft
JUNE 5,1985
`i bbett `Beiij."William` ibst t& Associates
PROFESSIONAL ENVIRONMENTAL, ENGINEERS 6 PLANNERS
P "I fl•.a :5VO t •AJf • •A•L %T"Etr 1•t%VI•1.Rr Of ACH CALICORNIA 92646
y .fN• 11y CV)•O ,
AIOVEMSER 9/ /94Y3 F, B- 12/ � /33 F3. F ✓. N. 222//0
I
a , / o y �-
{ I'hls pmo;eef C4•`G 6 I Y 5;^i,Lt7:611., planning regulations
i3 n0 p01ic a 7:• F i,L l• Lis dzie
} I hose plansare rri tot: user, fer construction purposes. No
butluing permit vr,'I ba IiSSLed u-M approval is received from
the California Coastal Ccininission.
PLANNING
By �Date: Y-� %
NOTL:
'file underlying topography for ills map was prepared by Robert Debi, William Frost and
Assoeiales and is on file in life City of Newport I3cacb.. TLc purpose of this snap as used by
California Civil, Inc. is to show the location of dic project drainage oudcL and drabiago pMt,clr
relative to Back Day Drive:.
Y \
3.MO y CALIFORJVIA
L,ji2-Cz
3\97 Civil and Survey Consultants
No. C25677 I
�j q- x • Planning • Engineertng • Surveying ,, {
Q' 3W Clinton Street• suite a. Costa Me". CA 92828
�\ Tel: (714),•557—t0S9 F= (714)557 3JSt_,
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laPPROVED
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