HomeMy WebLinkAbout07_30 Harbor Island Coastal Development Permit_PA2017-020 SEW PO
" COMMUNITY DEVELOPMENT DEPARTMENT
PLANNING DIVISION
?' 100 Civic Center Drive, P.O. Box 1768, Newport Beach, CA 92658-8915
01 pp949-644-3200
www.newportbeachca.gov
CITY OF NEWPORT BEACH
ZONING ADMINISTRATOR STAFF REPORT
April 13, 2017
Agenda Item No. 7
SUBJECT: 30 Harbor Island Coastal Development Permit No. CD2017-006 (PA2017-020)
SITE 30 Harbor Island
LOCATION.
APPLICANT: John F. Biggs, Owner's Representative
OWNER: Harbor Island, LLC
PLANNER: Makana Nova, Associate Planner
(949) 644-3249, mnova@newportbeachca.gov
ZONING DISTRICT/GENERAL PLAN
General Plan: RS-D (Single-Unit Residential Detached)
Zone: R-1 (Single-Unit Residential)
Coastal Land Use Category: RSD-A (Single-Unit Residential Detached — 0.0 - 5.9
DU/AC)
Coastal Zoning District: R-1 (Single-Unit Residential)
PROJECT SUMMARY
A coastal development permit to demolish an existing 5,628-square-foot single-family
residence and 912-square-foot carport.
RECOMMENDATION
1) Conduct a public hearing;
2) Find this project exempt from the California Environmental Quality Act(CEQA) pursuant
to Section 15301 under Class Class 1 (Existing Facilities), because it has no potential
to have a significant effect on the environment; and
3) Adopt Draft Zoning Administrator Resolution No. _ approving Coastal Development
Permit No. CD2017-006 (Attachment No. ZA 1).
30 Harbor Island CDP
Zoning Administrator, April 13, 2017
Page 2
DISCUSSION
• The subject property is located in the R-1 Coastal Zoning District, which provides for
single-unit residential development and is consistent with the City's Coastal Land
Use Plan, General Plan and Zoning Code. The property is located in the Appeal Area
and therefore a Coastal Development Permit is required and a De Minims Waiver
cannot be issued. The project is not eligible for exclusion for exclusion from the need
to obtain a Coastal Development Permit due to its location on the waterfront.
• The subject property is currently developed with a single-family home on an existing
lot designated for residential development. The project applicant requests to
demolish the existing single-family residence. Subsequent construction of a new
single-family residence will require a separate Coastal Development Permit at a later
date.
• Developed in 1926, Harbor Island is a 35-lot single-family community on a private
island located between Linda Isle and Collins Island. A gated bridge connects Harbor
Island to the mainland at the end of Harbor Island Road. The shoreline consists
mainly of bulkheads. The State, through the adoption of Chapter 715, Statutes of
1984, found that tidelands surrounding Harbor Island are generally inaccessible to
the public from the land and not suitable for public trust uses.
• The project site is located between the nearest public road and the sea or shoreline
and demolition of the existing residence will not affect public recreation, access or
views. The property is not located near designated Public View Points or Coastal
View Roads and will not impact public coastal views. Future development of the site
is required to comply with the height limits of the Zoning Code and Local Coastal
Program.
• The property is located in an area known for the potential of seismic activity and
liquefaction. All projects are required to comply with the California Building Code
(CBC) and Building Division standards and policies that will mitigate hazards
associated with liquefaction or other seismic risks.
• The property is located within 100 feet of coastal waters. The project design
addresses water quality with a construction erosion control plan and a post
construction drainage system that includes drainage and percolation features
designed to retain dry weather and minor rain event run-off on-site. Any water not
retained on-site is directed to the City's storm drain system.
ENVIRONMENTAL REVIEW
This project is exempt from the California Environmental Quality Act (CEQA) pursuant to
Section 15301 under Class 1 (Existing Facilities) of the CEQA Guidelines, California Code
Tmplt:01/12/17
30 Harbor Island CDP
Zoning Administrator, April 13, 2017
Page 3
of Regulations, Title 14, Chapter 3, because it has no potential to have a significant effect
on the environment. Class 1 includes the demolition and removal of small structures
including one single-family residence. The proposed project includes the demolition of an
existing single-family residence located in the R-1 Coastal Zoning District.
PUBLIC NOTICE
Notice of this public hearing was published in the Daily Pilot, mailed to all owners of
property and residents within 300 feet of the boundaries of the site (excluding intervening
rights-of-way and waterways), including the applicant, and posted on the subject property
at least 10 days before the scheduled hearing, consistent with the provisions of the
Municipal Code. Additionally, the item appeared on the agenda for this meeting, which
was posted at City Hall and on the City website.
APPEAL PERIOD:
An appeal or call for review may be filed with the Director of Community Development within
14 days following the date of action. For additional information on filing an appeal, contact
the Planning Division at (949) 644-3200.
Prepared by:
Maka& N va
Associate Planner
BW/gbr
Attachments: ZA 1 Draft Resolution
ZA 2 Vicinity Map
ZA 3 Applicant's Project Plans
Tmplt:01/12/17
Attachment No. ZA 1
Draft Resolution
RESOLUTION NO. ZA2017-###
A RESOLUTION OF THE ZONING ADMINISTRATOR OF THE
CITY OF NEWPORT BEACH APPROVING COASTAL
DEVELOPMENT PERMIT NO. CD2017-006 TO DEMOLISH AN
EXISTING SINGLE UNIT RESIDENCE LOCATED AT 30 HARBOR
ISLAND (PA2017-020)
THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH HEREBY FINDS AS
FOLLOWS:
SECTION 1. STATEMENT OF FACTS.
1. An application was filed by John Biggs, representing property owner Harbor Island, LLC,
with respect to property located at 30 Harbor Island and legally described as Lot 30 Tract
802 requesting approval of a Coastal Development Permit.
2. The applicant requests a coastal development permit to demolish an existing 5,628-
square-foot single-family residence and 912-square-foot carport.
3. The subject property is located within the Single-Unit Residential (R-1) Zoning District and
the General Plan Land Use Element category is Single-Unit Residential Detached (RS-
D).
4. The subject property is located within the coastal zone. The Coastal Land Use Plan
category is Single-Unit Residential Detached — 0.0 — 5.9 DU/AC (RT-E) and the Coastal
Zoning District is Single-Unit Residential (R-1).
5. A public hearing was held on April 13, 2017, in the Corona del Mar Conference Room (Bay
E-1st Floor) at 100 Civic Center Drive, Newport Beach. A notice of time, place and
purpose of the meeting was given in accordance with the Newport Beach Municipal
Code. Evidence, both written and oral, was presented to, and considered by, the Zoning
Administrator at this meeting.
SECTION 2. CALIFORNIA ENVIRONMENTAL QUALITY ACT DETERMINATION.
1. This project is categorically exempt pursuant to Title 14 of the California Code of
Regulations (Section 15301, Article 19 of Chapter 3, Guidelines for Implementation of the
California Environmental Quality Act (CEQA) under Existing Facilities).
2. Class 1 includes the demolition and removal of small structures including one single-family
residence. The proposed project includes the demolition of an existing single-family
residence located in the R-1 Coastal Zoning District.
SECTION 3. REQUIRED FINDINGS.
In accordance with Section 21.52.015 (Coastal Development Permits) of the Newport Beach
Municipal Code, the following findings and facts in support of such findings are set forth:
Zoning Administrator Resolution No. ZA2017-###
Page 2 of 5
Finding:
A. Conforms to all applicable sections of the certified Local Coastal Program.
Facts in Support of Finding:
1. The subject property is currently developed with a single-family home on an existing lot
designated for residential development by the Local Coastal Program. The project
applicant requests to demolish the existing single-family residence. Subsequent
construction of a new single-family residence will require a separate Coastal Development
Permit at a later date.
2. The property is located in an area known for the potential of seismic activity and
liquefaction. All projects are required to comply with the California Building Code and
Building Division standards and policies.
3. The property is located within 100 feet of coastal waters. The project design addresses
water quality with a construction erosion control plan and a post construction drainage
system that includes drainage and percolation features designed to retain dry weather and
minor rain event run-off on-site. Any water not retained on-site is directed to the City's
storm drain system.
4. The property is not located near designated Public View Points or Coastal View Roads
and will not impact public coastal views.
Finding:
B. Conforms with the public access and public recreation policies of Chapter 3 of the
Coastal Act if the project is located between the nearest public road and the sea or
shoreline of any body of water located within the coastal zone.
Fact in Support of Finding:
1. The project site is located between the nearest public road and the sea or shoreline and
demolition of the existing residence will not affect public recreation or access. Developed
in 1926, Harbor Island is a 35-lot single-family community on a private island located
between Linda Isle and Collins Island. A gated bridge connects Harbor Island to the
mainland at the end of Harbor Island Road. The shoreline consists mainly of bulkheads.
The State, through the adoption of Chapter 715, Statutes of 1984, found that tidelands
surrounding Harbor Island are generally inaccessible to the public and not suitable for
public trust uses.
01-03-17
Zoning Administrator Resolution No. ZA2017-###
Page 3 of 5
SECTION 4. DECISION.
NOW, THEREFORE, BE IT RESOLVED:
1. The Zoning Administrator of the City of Newport Beach hereby approves Coastal
Development Permit No. CD2017-006, subject to the conditions set forth in Exhibit A,
which is attached hereto and incorporated by reference.
2. This action shall become final and effective 14 days following the date this Resolution
was adopted unless within such time an appeal or call for review is filed with the
Community Development Director in accordance with the provisions of Title 21 Planning
and Zoning, of the Newport Beach Municipal Code.
PASSED, APPROVED, AND ADOPTED THIS 13TH DAY OF APRIL, 2017.
Patrick J. Alford, Zoning Administrator
4x6h,
01-03-17
Zoning Administrator Resolution No. ZA2017-###
Page 4 of 5
EXHIBIT "A"
CONDITIONS OF APPROVAL
PLANNING
1. The development (the demolition of an existing single-family dwelling, carport, and
appurtenant facilities)shall be in substantial conformance with the approved site plan, floor
plans and building elevations stamped and dated with the date of this approval. (Except as
modified by applicable conditions of approval.)
2. Revisions to the approved plans may require an amendment to this Coastal
Development Permit or the processing of a new Coastal Development Permit.
3. Coastal Development Permit No. CD2017-006 shall expire unless exercised within 24
months from the date of approval as specified in Section 21.54.060 (Time Limits and
Extensions) of the Newport Beach Municipal Code, unless an extension is otherwise
granted.
4. The project is subject to all applicable City ordinances, policies, and standards, unless
specifically waived or modified by the conditions of approval.
5. The applicant shall comply with all federal, state, and local laws. Material violation of
any of those laws in connection with the use may be cause for revocation of this Use
Permit.
6. This Coastal Development Permit may be modified or revoked by the Zoning
Administrator if determined that the proposed uses or conditions under which it is being
operated or maintained is detrimental to the public health, welfare or materially injurious
to property or improvements in the vicinity or if the property is operated or maintained
so as to constitute a public nuisance.
7. Prior to issuance of the building permits. A copy of the Resolution, including conditions
of approval Exhibit "A" shall be incorporated into the Building Division and field sets of
plans.
8. Prior to the issuance of building permits, the applicant shall submit a final erosion control
plan and construction pollution prevention plan. The plan shall be subject to the review
and approval by the Building Division.
9. Prior to the issuance of building permit, the applicant shall pay any unpaid administrative
costs associated with the processing of this application to the Planning Division.
10. Should the property be sold or otherwise come under different ownership, any future
owners or assignees shall be notified of the conditions of this approval by either the
current business owner, property owner or the leasing agent.
01-03-17
Zoning Administrator Resolution No. ZA2017-###
Page 5 of 5
11. To the fullest extent permitted by law, applicant shall indemnify, defend and hold harmless
City, its City Council, its boards and commissions, officials, officers, employees, and agents
from and against any and all claims, demands, obligations, damages, actions, causes of
action, suits, losses, judgments, fines, penalties, liabilities, costs and expenses (including
without limitation, attorney's fees, disbursements and court costs)of every kind and nature
whatsoever which may arise from or in any manner relate (directly or indirectly) to City's
approval of 30 Harbor Island CDP including, but not limited to, Coastal Development
Permit No. CD2017-006 (PA2017-020). This indemnification shall include, but not be
limited to, damages awarded against the City, if any, costs of suit, attorneys' fees, and
other expenses incurred in connection with such claim, action, causes of action, suit or
proceeding whether incurred by applicant, City, and/or the parties initiating or bringing such
proceeding. The applicant shall indemnify the City for all of City's costs, attorneys' fees,
and damages which City incurs in enforcing the indemnification provisions set forth in this
condition. The applicant shall pay to the City upon demand any amount owed to the City
pursuant to the indemnification requirements prescribed in this condition.
01-03-17
9
Attachment No. ZA 2
Vicinity Map
10
VICINITY MAP
h
rr
Subject ,
Property
CDP No. CD2017-006
PA2017-020
30 Harbor Island
Attachment No. ZA 3
Project Plans
12
PA2017-020
= I
E al
I
ABBREVIATIONS LEGEND BUILD/NG ENVELOPE ELEVATIONS
i SYMBOL DESCRIPLION DESCRIPTION £NY£LOPE CORNER ELEVATION o
k BLDG BUILDING _ A 11,70
CATV CABLE TELEVISION CAN CABLE TEL£VIS/ON B 11.72
CL CENTERLINE E) CLEANOUT C 12,05 N
CONC CONCRETE COLUMN D 12.07 r
COND CONOU/T DOORWAY SUM OF ELEVATIONS 47.54
f EAST DRAIN SUM/4 11.89 z
ELEC ELECTRICAL GAS GAS METER v I
; EMH ELECTRICAL MANHOLE HOSE BIB
FS FINISH SURFACE I V IRRIGATION CONTROL YAL If
INV INVERT 1� LIGHTS
IRR IRRIGATION 0 MANHOLE LID - ELECTRICAL
N NORTH MANHOLE UD - SAN/TARP SEWER
PACBEL PAC/F/C BELL (D MANHOLE LID - TELEPHONE D
c)K:Lo
S SOUTH TREES - VARIOUS TYPES AND SIZES o o
SCO SANITARY SEWER CLEANOUT WALL m l D
a
SMH SANITARY SEWER MANHOLE ® WATER METER ser, cn
TG TOP OF GRATE WATER VALYE q� m z O C-) m
I
TMH TELEPHONE MANHOLE <<''o!� r
D
TOW TOP OF WALL �''4� _�o v�'i a� D D
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9<'yr�m! ��s oo� o�o�a=ao� 0v0�' 00N4�0o0ct"•. O�4�� �� r �� $ 'o� 00` �^a ^° t �c�Dn.e=o.v \" c��i o
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0
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MEAN HIGH WATER=4.50 �� �� �°�° `' o ■ * ` �^� `" 1205 w -1 h -
MEAN HIGHER-HIGH WATER=5.23 a�
N32 56 4 WM rQ
a THESE ELEVATIONS OCCUR ALONG �a o0 0 �wx o n o p �_ • ✓\�\\ a a' m
m THE SOUTHERLY FACE OF THE w Zv 15,26 __..__ _ __..: _ __ _ __.99.50 _._ _ ..____. ._ 26.43,
0 SEAWALL, BETWEEN THE TOP OF h - n o„ 1"COND RlS£R
s o 0 0 0 ^, 1, >' �D i I _ , - o , gd y { h o
FL
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FLOATING DOCK I �_ h �_► b _ 11.62 �� I
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RAMP g b �-----�-� -- ,— N i � �, �---- --�— � -�-- �, �, .
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ELEC 1 COND<.0DOC x 11.3 o a o : A b o o'.o �, : • o,, ;ate n i� WALL 11.67 0
m £LEC 1 GOND w 8.93 E 1 ®, v
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Y Nn O� �.� M �.� �c''►~vW v v+n ^Qsti "ZV �\, hO I� 11.57 I ZD�
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TOPCLWALW-1,8£ND ��` 0 4 `:' o `a �'m �' �° �° 'c��'" ti "' `�'" D �=-o
8.93 �?-i %ice Iy �� o zoo oD
SEAWALL CL W=1.80GB � rn E:o
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8.92 m < 0Rp opomojzo �
SEAWALL CLW=1.80 � ����
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NOTES.• Gozo� �I
1. BILL CARR SURVEYS, INC (BCS) PERFORMED A TOPOGRAPHIC SURVEY OF THE EXISTING CONDITIONS ON � , �o
MARCH 3, 2015, JULY 13, 2015, JULY 15, 2015X1
AND OCTOBER 8, 2015. X1
Cm
2. BCS SET MONUMENTS AT THE PROPERTY CORNERS AND/OR PROPERTY CORNER OFFSETS AS NOTED ON
a �
JUNE 15, 2015, AND OCTOBER 8, 2015. m
3. AS OF THE DATE OF SURVEY NO MARKINGS WERE FOUND FOR UNDERGROUND UTILITIES 3
X
4. EASEMENTS NOT PLOTTED. m
5. PROPOSED BUILDING ENVELOPE SIZE AND LOCATION PER ARCHITECTURAL PLAN FROM: � ?� f
THOMAS JAKWA Y — ARCHITECT
2372 S. SKYVIEW DRIVE , $
PALM SPRINGS, CA 92264 SCALE 1 //= 10 /
10, 0' 10' 20' 30'
6. THE NA VD 88 ELEVATIONS FOR MEAN HIGH WATER (4.50) AND MEAN HIGHER—HIGH WATER (5.23) WERE
I ESTABLISHED USING THE NOAH TIDAL DATUM CHART FOR STATION 9410580 (NEWPORT BEACH, NEWPORT e
BAY ENTRANCE), AND USING THE CURRENT EPOCH OF 1983-2001.
PREPARED BY: LANBENCHMARK: PREPARED FOR: CHECKED BY: BC
LICENSED tL�SAM FD S�R�F �o �Itia s��; ORANGE COUNTY SURVEY BENCHMARK NB4-39-77 "`-� L A N L L DRAWN BY: TI JC
A R
LAND SURVEYOR � �`' `9��`°� �w�� ` ��'® ELEVATION: 10.859 FEET (NAVD 88, 1995 ADJUSTMENT)
all Cq
SNo. 5410 R S LA N' D
H' A R U u
DATE EOFCSURVEY: NOTED
RR EXP. 9-30-2018 LS.54 ®
* ' BASIS OF BEARINGS:
-
;:
� � �A �q THE CENTERLINE OF HARBOR ISLAND, SHOWN AS DATE OF PLOT: 1 19 2017
COORDINATE FILE: ********.ASC
:Si
(714) 978-3889 '� VEY sr N57002 06 W ON RECORD OF SURVEY RECORDED IN 9,
O615 N.RANGE,
CAL 928STREET ,�,5 WILLIAM F. CARR P.L.S. 5410 qTF� catT � FOS caL��G BOOK 92, PAGE 14, RECORDS OF ORANGE COUNTY I ! = i� II E A � " � C A 2 Z_ SCALE: 1 = 10 FEET
t
EXP. DATE: 9-30-2018 SHEET: 1 OF 1
PA2017-020
I
ABBREVIATIONS LEGEND
SYM80L BaCRIPTION Sam DESCRIPTION O
BLDG BUILD/NG BUILDING FACE
CATV CABLE TELEVISION CATV CABLE TELEVISION
�I
CL CENTERLINE CLEANOUT
' CONC CONCRETE COLUMN
I
COND CONDUIT DOORWAY
E EAST DRAIN
I ELEC ELECTRICAL GAS GAS METER 0
EMH ELECTRICAL MANHOLE S HOSE 918
lcv
FS FIN/SH SURFACE IRRIGATION CONTROL VALVE
INV INVERT 0 LIGHTS
IRR IRRIGAT/ON 0 MANHOLE LID - ELECTRICAL
I N NORTH MANHOLE LID - SANITARY SEWER r-c
PACBEL PACIFIC BELL ® MANHOLE LID - TELEPHONE m
I
S SOUTH TREES - VARIOUS TYPES AND SIZES o o
SCO SAN/TARP SEWER CLEANOUT WALL r-°,.,N Q
SMH SANITARY SEWER MANHOLE ® WATER METER x4D
TG TOP OF GRATE VWATER VALVE m z O�In
TMH TELEPHONE MANHOLE i
rn m 1
TOW TOP OF WALL o°0 1 r
M
Ou) a;e DD
W WEST f 0(A rn U)o
WM WATER METER 600> r �r �� ow **, �MaoI ;, D �
WV WATER VALVE yo o ?,� ��: # �"•. -' ' ' ., o o z
mas %►V v fix' O .04 zr0
ca
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D� o
WALL a w--l.35G'9 ���„� o 0 0 00 v�o �.' �,.: __I-imm
&93 a �-? I �� �� �� o� o> 3
SEAWALL a ly--I.a ' rn r Q n I Z O O,-n �'•�
IfO;cn� „
rm rn
MWALL a W-1.80 `��� -0M-nN0 I
II1
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tsy �
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OOU'D
00zOc�
I
m o
3
NOTES:
1. /LL CARR SURVEYS INC BCS PERFORMED A TOPOGRAPHIC SURVEY OF
THE EXISTING CONDITIONS ON MARCH 3, 2015, JULY 13, 2015, AND JULY
15, 2015. o.►
2. BCS SET MONUMENTS AT THE PROPERTY CORNERS AND/OR PROPERTY
CORNER OFFSETS AS NOTED ON JUNE 15, 2015.
SCALE 1"=10'
J. AS OF THE DATE OF SURVEY NO MARKINGS WERE FOUND FOR
UNDERGROUND UTILITIES. lo� o' lo� zo� 30'
4. EASEMENTS NOT PLOTTED.
-4
NO. BY: REVISION
PREPARED BY: LAND SU BENCHMARK: PREPARED FOR: CHECKED BY: BC
LICENSED G�,� , �. c��i ORANGE COUNTY SURVEY BENCHMARK NB4-39-77 f � DRAWN BY: TI JC
LAND SURVEYOR ���' ��� °� ELEVATION: 10.859 FEET (NAVD 88, 1995 ADJUSTMENT) d L� R � SLAND '
B1l` SURVEY CREW: CJ LL
CARR EXP. 9-30-2016 BASIS OF BEARINGS: 0 L �!\ 0 " � SLAND
DATE OF SURVEY: NOTED
SU NO. 5410 THE CENTERLINE OF HARBOR ISLAND DRIVE, SHOWN AS G� " DATE OF PLOT: 8/11 /2015-
714)
11 2015714) 978 3889 ""�RVE�S s}9T ,�.P N57°02'06"W ON RECORD OF SURVEY RECORDED IN �-- � COORDINATE FILE: ********.ASC
7[
615 N. POPLAR STREET WILLIAM F. CARR P.L.S. 5410 EofcA�11 NEWPuK E Irl 6 9 2
SCALE: 1 " — 1O FEET
ORANGE, CA 92868 EXP. DATE: 9-30-2®i 6 BOOK 92, PAGE 14, RECORDS OF ORANGE COUNTY CA SHEET 1 OF 1 SHEETS
1�
PA2017-020
A B C ® E F G H
PLANS PREPARED BY:
DEMOLITION NOTES
NON-STORMWATER MANAGEMENT EROSION CONTROL BMP's O1 —EXISTING WALL TO BE REM TO ., L
NS-2 DEWATERING OPERATIONS APPLIES ONLY IF STORMWATER MUST BE PUMPED FROM BASEMENT EXCAVATION. EC-1 SCHEDULING SCHEDULE PREPARED BY CONTRACTOR SHALL BE ON-SITE DURING CONSTRUCTION EXISTING RESIDENCE TO BE REMOVED. ENGINEERING, INC.
NS-8 VEHICLE AND EQUIPMENT CLEANING ALL VEHICLES AND EQUIPMENT WILL BE CLEANED OFF-SITE. EXISTING DECK TO BE REMOVED.
TEMPORARY SEDIMENT CONTROL 1
NS-9 VEHICLE AND EQUIPMENT FUELING ALL VEHICLES AND EQUIPMENT WILL BE FUELED OFF-SITE SE-6 GRAVEL BAG BERM GRAVEL BAGS SHALL BE PLACED (2 HIGH, 2 WIDE) WHERE SHOWN ON PLAN. EXISTING SPA T® BE REMOVED.
1 NS-10 VEHICLE AND EQUIPMENT MAINTENANCE ALL VEHICLES AND EQUIPMENT WILL BE MAINTAINED OFF-SITE 5E-7 STREET SWEEPING AND VACUUMING STREET SHALL BE SWEPT AND SEDIMENT COLLECTED AND PROPERLY DISPOSED OF, ON 5O—EXISTING INLET TO BER N. PROTECTED IN PLACE. CIVIL ENGINEERING
OR OFF-SrIE, ON A DAILY BASIS. L A N D S U R V E Y I N G
WASTE MANAGEMENT AND MATERIALS POLLUTION CONTROL SE-10 STORM DRAIN INLET PROTECTION PROTECT (TYPE 3) CURB INLET CATCH BASIN IN CORAL RIDGE. FOR DRAIN EXISTING HARDSCAPE TO BE REMOVED. STORMWATER QUALITY
INLETS ON SITE, SEE NOTE ON PLAN.
MATERIALS SHALL BE STORED ON-SITE IN ORIGINAL MARKED CONTAINERS AND COVERED FROM 7�—EXISTING POOL TO BE REMOVED. 1 1 3 9 Avenida Navarro
WM-1 MATERIAL DELIVERY AND STORAGE RAIN AND WIND.
WIND EROSION CONTROL San Clemente, CA 92672
WM-2 MATERIAL USE MATERIALS FOR CONSTRUCTION SHALL BE USED IN ACCORDANCE WITH THE PRODUCT DIRECTIONS. WATER OR COVER MATERIAL SHALL BE USED TO ALLEVIATE DUST NUISANCE Q— EXISTING UTILTIY TO REMAIN. PROTECT IN PLACE. 9 4 . 4 9 2 8 5 8 6
MATERIALS STOCKPILES SMALL BE SURROUNDED BY A TEMPORARY BARRIER AND COVERED, IF NEEDED. -1 WIND EROSION CONTROL FROM ANY STOCKPILE AREAS DURING GRADING. www.t o a I e n g i n e e r i n g.c o m
WM-3 STOCKPILE MANAGEMENT TOPSOIL STOCKPILES SHALL BE SURROUNDED BY A TEMPORARY SEDIMENT BARRIER AND COVERED. O9 —EXISTING INLET TO BE REMOVED.
WM-4 SPILL PREVENTION AND CONTROL AMPLE CLEAN-UP SUPPLIES FOR STORED MATERIALS SHALL BE KEPT ON-SITE. EMPLOYEES TRACKING CONTROL 10 EXISTING PAVEMENT TO BE REMOVED.
SHALL BE EDUCATED ON THE CLASSIFICATIONS OF SPILLS AND APPROPRIATE RESPONSES. CONSTRUCT S.C.E. TO REDUCE THE TRACKING OF MUD AND DIRT ONTO PUBLIC ROADS I
SOLID WASTE RESULTING FROM CONSTRUCTION ACTIVITIES SHALL BE STORED IN APPROPRIATE TC-1 STABALIZED CONSTRUCTION Off BY CONSTRUCTION VEHICLES. 11 EXISTING WALL TO REMAIN. PROTECT IN PLACE. BE R�o"�
WM-5 SOLID WASTE MANAGEMENT CONTAINERS. FULL CONTAINERS SHALL BE REMOVED FROM THE SITE AND DISPOSED OF PROPERLY.
WM-8 WATERPROOF CONCRETE WASTE AN ON-SITE CONCRETE WASHOUT AREA SHALL, BE CONSTRUCTED, USED, AND DISPOSED OF 12 EXISTING TREE TO REMAIN. PROTECT IN PLACE.
MANAGEMENT IN A MANNER WHICH MEETS THE REQUIREMENTS OF THE COUNTY. y
{ 3 No. 57587
EROSION CONTROL LEGEND DEMOLITION LEGEND 13 EXISTING WATER SERVICE TO REMAIN AND CAP WATER LINE BEHIND SERVICE. EXP.,2-3,-,5
PROTECT IN PLACE.
14 EXISTING GAS METER TO REMAIN. PROTECT IN PLACE. .�-°a F CIVIL
XX-x BMP DESIGNATION IN EXISTING WALLS TO REMAIN l � �F CA��F �
STORMWATER BMP HANDBOOK - 15 EXISTING BRICK TO BE REMOVED. j W
W 3 3
CONSTRUCTION, LATEST EDITION, 16 EXISTING PLANTER AREA TO BE REMOVED.
BY THE CALIFORNIA STORMWATER I E
2 QUALITY ASSOCIATION.
17 EXISTING GAS LINE TO BE REMOVED. � I CALEB
RIOS7
GRAVEL BAG BERM sE-s 18 EXISTING SEWER LA TO REMAIN AND SHALL BE CAPPED. PROTECT IN ! W .{ DATE: '.�,r®�/
PLACE.
t PREPARED FOR:
i E f E
HARBOR ISLAND LLC.
HARBOR ISLAND ROAD,
E NEWPORT BEACH,
CA 92692
TEL:
'
EMAIL/FAX:
Eek E
i
(TO REMAIN) I`
3 k
i, ; w
F '
29 HARBOR ISLAND DR.
E E
CHEMICAL RESTROOM .
Ek IE
12 12 / o
CONTAINMENT, PLAN
' PL 11 ,
N32'56'34 E 1.59' PL
� _. ..-.--- - - - - - - -- -- - - --- - - - - - - -- - - - - - ---- — - - -- - -- -- - - - - - - --- - - - - - -- - - -- - — _
— - -- - - - - - -�-� .. — 17 � �
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3 w
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3 r------------------------------- T 6 1 a
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t-----------------------------------------------= - --- 4
/ /r------- --------#
, I
1
\ ; I STREET SWEEPI G AND m
7 ; VACUUMING AS' REQUIRED
TO PREVENT TFiACKING
INTO rSTREETS ER
TC-1
1 1 C.A.S9.A. HANEBOOK
PL I
1 ------ ---------------------------- -- ------ SE,,
SE-6 1 1
vv c ; 1 1 i E 8
I 1 �I
' s
30 HARBOR ISLAND DR. Z
I I 1 E E
4 LOT 3® SITE FENCING
> 1
L------------------------- _-_ ----_-___J I , Q
TRACT 802
EXISTING STRUCTURE (TO BE REMOVED, z 8 `n
i I FIRST FLOOR 2814 S.F. 2 SE-6 _
SECOND FLOOR 2814 S.F. j
CARPORT 912 S.F. I 10
11 3 TOTAL 6540 S.F. 4 w
4
WE-1 18 l i
k {
, E E
4..
I I EE E
\\ � \ I
6 r ; 'i 13
1 i E i
__._--.-------------- ----------------------------.--_____.-__.-_,..___ ? t w. i
L _ ___-_-.-------------------- ------- -------------------J I 7 '
I 1 1 1 1
1 ! 1 I
�, _ 8 B F PL !3
N32'56'32"E 173.53' x
t
1 16 9 O
11 12 9 9 9 11 F„ � Z �
E,
-- ----------
iEi Z V) rn
PROPOSE 6' HIGH
SECURITY CHAIN LINK 12 ® Q
FENCE ALONG PROPERTY
LINE 31 HARBOR ISLAND DR. ; j ' E U m UT
5 TO REMAIN m U
LEGEND — cel o❑
ADDITIONAL DEMOLITION NOTES i= z o Y 0
PROPERTY LINE
J
� z fY1 �
_x_x FENCE 1. PROVIDE A COPY OF THE STATE NOTICE PERTAINING TO THE REMOVAL OF 8. ALL DEBRIS SHALL BE WET AT TIME OF HANDLING TO PREVENT DUST. j ; ; to W w
ASBESTOS MATERIAL ON THE SITE IF APPLICABLE.
d CONCRETE SURFACE 9. SEWER LINE SHALL BE CAPPED. I' ® �- 0 Z
2. IF LEAD BASED PAINT PRESENT ON THE SITE, THE DEMOLITION SHALL
MASONRY WALL COMPLY WITH APPROPRIATE FEDERAL REQUIREMENT CONCERNING THE 10. ALL BASEMENT FILLS SHALL BE CLEAN AND UNIFORM. a E Q Z
REMOVAL OF LEAD BASED PAINT.
WOOD WALL 11. STREETS AND SIDEWALKS ARE TO BE REMAIN CLEAN AND CLEAR. ' E ; ; Z U V 3
3. ALL HAZARDOUS MATERIALS SHALL BE REMOVED IN ACCORDANCE WITH ALL j Z CL
APPLICABLE FEDERAL, STATE AND LOCAL LAWS AND REGULATIONS. PROVIDE 12. SITE TO BE FENCED W/6' TEMP. FENCING AS SHOWN. =I; ® 0 E
ROCK WALL VERIFICATION THAT MATERIALS ALREADY REMOVED FROM THE SITE WERE
FF FINISHED FLOOR FREE FROM CONTAMINATION. ; ; Z E - 1—
/�/ N
Q 00
E E
E 3 E ,
FS FINISHED SURFACE 4• ALL AREAS DISTURBED BY THE DEMOLITION SHALL BE GRADED TO ADJACENT E ; J F F 8 O
GRADES AND ALL DISTURBED AREAS SHALL BE SEEDED. THE EXCAVATION x L—
TG TOP OF GRATE SHALL BE GRADED WITH A PROPER CROWN TO ALLOW FOR SETTLEMENT. _�; Wtm
INV INVERT OF PIPE 5. DURING DEMOLITION, SATISFACTORY BARRICADES SHALL BE ERECTED TO X64 j`E
SAFEGUARD AGAINST INJURY TO THE PUBLIC AND ADJACENT STRUCTURES. A b; . ; ` co
N
to
6 TEMPORARY FENCE SHALL BE PLACED AROUND THE SITE. �' E '
L2
TC TOP OF CURB DATE: H. SCALE: x
6. ALL RUBBISH AND DEBRIS SHALL BE KEPT THOROUGHLY WETTED DOWN TO 05/29/15 N/A LO
In
EP EDGE OF PAVEMENT PREVENT DUST AND DIRT FROM RISING AND SPREADING IN THE AIR. .Q' .= E
SURVEY DATE: V. SCALE: Z
N/A
TW TOP OF WALL 7. ALL EXISTING UTILITIES SHALL BE REMOVED WITHIN PRIVATE PROPERTY ANDq R t DRN.: A.A. DWG. No.
® FOUND MONUMENT DISCONNECTED AT R/W PER REQUIREMENTS BY UTILITY SERVICE p CHD.: C.R. _® �
REGULATIONS.
SCALE 1 = 8 APPD.. C.R. LO
A SURVEY CONTROL POINT � JOB NO. SHEET OF
0
` 15582 1 2 ca
A B C D E F G H
2�
PA2017-020 DUPLICATE 3 S
SHEET 1 QFRECORDOF U VEY 0 . 2015 - 1179 ACCEPTED AND FILED AT THE
REQUEST OF
THE ORANGE COUNTY SURVEYOR'S OFFICE
IN THE
COUNTCITY QFOFEOR ONGERT BEACH, DATE
STATE OF CALIFORNIA TIME 1:0*7!*fFEE /a' Do
BEING A SURVEY OF LOT 30 OF TRACT 842, FILED IN BOOK 24,
INSTRUMENT NO. tw)t d 31W SI
PAGE 7, OF MISCELLANEOUS MAPS, RECORDS OF ORANGE COUNTY, BOOK � '� PAGE 32-ala 1
CALIFORNIA, TOGETHER WITH A PORTION OF LOT 1 OF SECTION 35,
MONUMENT NOTES: TOWNSHIP 8 SOUTH, RANGE 10 WEST, SAN BERNARDINO MERIDIAN, HUGH NGUYEN
AS SHOWN ON THE RECORD OF SURVEY FILED IN BOOK 92, PAGE COU CLERK-RECORDER
FOUND 4 LEAD, PACK AND BRASS TAGS STAMPED 14, RECORDS OF ORANGE COUNTY
Q.C.S., FLUSH, PER RECORD OF SURVEY 93-1082, BY �-
BOOK 146, PAGE 33. ACCEPTED AND HELD AS D UTY
DATE OF SURVEY: JULY 2015
3.00' TANGENT OVER TIES TO P.I. NO. 1 OF THE
CENTERLINE HARBOR ISLAND ROAD AS SHOWN ON WILLIAM F. CARR, JR. P.L.S 5410
RECORD OF SURVEY 93-1082. NOTHING SET. BILL CARR SURVEYS, INC.
FOUND 3 OF THE 4 LEAD, TACK AND BRASS
TAGS STAMPED O.C.S., FLUSH, PER RECORD of RECORD REFERENCES: BOUNDARY ESTABLISHMENT NOTES:
SURVEY 93-1082, BOOK 146, 'PAGE 33.
ACCEPTED AND HELD AS 3.00' TANGENT OVER R1 -- RECORD OR CALCULATED PER TRACT MAP 802, BOOK 24, PAGE ALL PROPERTY CORNERS LOCATED ALONG THE CENTERLINE
TIES TO P.I. NO. 2 OF THE CENTERLINE HARBOR 7, MISCELLANEOUS MAPS, RECORDS OF ORANGE COUNTY. OF HARBOR ISLAND ROAD BETWEEN FOUND MONUMENTS ,1
ISLAND ROAD AS SHOWN ON RECORD OF SURVEY
93-1(782. NOTHING SET. AND QWERE ESTABLISHED BY PRORATION PER R2
R2 - RECORD PER RECORD OF SURVEY, BOOK 92, PAGE 14, RECORDS BETWEEN FOUND MONUMENTS Q AND Q
OF ORANGE COUNTY.
FOUND LEAD, TACK AND BRASS TAG STAMPED R3 - RECORD PER RECORD OF SURVEY 93-1082, BOOK 146, PAGE PROPERTY LINES ESTABLISHED AT RECORD ANGLES AND
L.S. 4131, FLUSH, PER PARCEL MAP NO. 83--711, 33, RECORDS OF ORANGE COUNTY. DISTANCES PER RECORD OF SURVEY BOOK 92, PAGE 14.
BOOK 182, PAGES 43-44.
R4 - RECORD PER RECORD OF SURVEY 2004-1011, BOOK 200, PAGE
4 FOUND LEAD, TACK AND BRASS TAG STAMPED 23, RECORDS OF ORANGE COUNTY. PROPERTY CORNERS ESTABLISHED BY PRORATION BETWEEN
L.S. 4653, FLUSH, PER CORNER RECORD THE POINT OF CURVATURE AND POINT OF TANGENCY AS
2003--2245. R5 - RECORD PER RECORD OF SURVEY 2005-1040, BOOK 207, PAGE ESTABLISHED HEREON.
18, RECORDS OF ORANGE COUNTY.
FOUND LEAD, TACK AND BRASS TAG STAMPED R6 - RECORD PER RECORD OF SURVEY 2010---1132, BOOK 256, PAGE PORTION OF LOT 1 OF SECTION 35, TOWNSHIP 6 SOUTH,
L.S. 5848, FLUSH, PER RECORD OF SURVEY 6, RECORDS OF ORANGE COUNTY. RANGE 10 WEST, SAN BERNARDINO MERIDIAN, ESTABLISHED
2004--1011, R.S. BOOK 200, PAGE 23. AT RECORD ANGLE AND DISTANCE PER RECORD OF SURVEY
R7 - RECORD PER CORNER RECORD 2003-2245, RECORDS OF BOOK 92, PAGE 14.
ORANGE COUNTY.
FOUND LEAD, TACK AND BRASS TAG STAMPED R8 - RECORD PER AN UNRECORDED RECORD OF SURVEY 2015-1137, EASEMENT INFORMATION IS NOT SHOWN ON THIS SURVEY.
L.S. 6902, FLUSH, AT THE SOUTHWEST CORNER
OF LOT 2 PER RECORD OF SURVEY 2010-1132, SEE SHEET 2 OF 3 FOR SURVEY MAP.
R.S. BOOK 256, PAGE 6. SEE SHEET 3 OF 3 FOR TOPOGRAPHIC DETAIL.
FOUND LEAD, TACK AND BRASS TAG STAMPED BASIS QF BEARINGS: ABBREVIATIONS: PURPOSE OF SURVEY:
R.C.E. 31570, FLUSH, PER RECORD OF SURVEY THE BEARINGS SHOWN HEREON ARE BASED THE PURPOSE OF THIS SURVEY IS TO
2005-1040, BOOK 207, PAGE 18. ON THE CENTERLINE OF HARBOR ISLAND CALL. CALCULATED RE-ESTABLISH AND MONUMENT THE
ROAD, SHOWN AS N57`02'06"W, ON RECORD C.L. CENTERLINE BOUNDARY OF LOT 30 OF TRACT 802,
OF SURVEY FILED IN BOOK 92, PAGE 14, 0 DELTA BOOK 24, PAGE 7 OF MISCELLANEOUS
$ FOUND LEAD, TACK AND BRASS TAG STAMPED RECORDS OF ORANGE COUNTY. E EAST MAPS, RECORDS OF ORANGE COUNTY,
L.S. 7211, FLUSH, NO REFERENCE. L LENGTH TOGETHER WITH A PORTION OF LOT 1 OF
MEAS. MEASURED SECTION 35, TOWNSHIP 6 SOUTH, RANGE
N NORTH 10 WEST, SAN BERNARDINO MERIDIAN, AS
FOUND LEAD, TACK AND BRASS TAG STAMPED CURVE TABLE: P.I. POINT OF INTERSECTION SHOWN ON THE OFFICIAL PLAT FILED IN
L.S. 8516, FLUSH, PER AN UNRECORDED RECORD P.L. PROPERTY LINE THE DISTRICT LAND OFFICE
OF SURVEY 2015-1137. C1 PROD. PRODUCTION
R RADIUS
R =85.00' (85.00' Ri, R2) RAD. RADIAL
14 FOUND LEAD AND TACK, NO TAG, FLUSH, NO L =47.35' (47.34' R1, R2) S SOUTH
REFERENCE. D =31'55'03" W WEST
(31.54'30" R1/R2, 31'55'29" R3/R5)
1 FOUND CHISELED 'X' IN CONCRETE, FLUSH, NO C2
REFERENCE. R =85.00' (85.00' R1, R2) COUNTY SURVEYOR'S STATEMENT: SURVEYOR'S STATEMENT:
L =10.64' (10.60' R1, R2) THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR
SET LEAD, TACK AND BRASS TAG STAMPED L.S. D =7'08'48" SECTION 8766 OF THE PROFESSIONAL LAND SURVEYOR'S UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS
5410, FLUSH, AT PROPERTY CORNER. C3 ACT THIS 1 DAY OF 2016. OF THE PROFESSIONAL LAND SURVEYOR'S ACT AT THE REQUEST
R =85.00' (85.00' R1, R2) OF JULIA ARGYROS IN JULY OF 2015.
3 SET LEAD, TACK AND BRASS TAG STAMPED L.S. L =7.63' (7.63' R1, R2 )
5410, FLUSH ON TOP OF SEAWALL, ON PROPERTY D =5`08'39" KEVIN R. HILLS, COUNTY SURVEYOR `�� USED D SU��¢'
LINE PRODUCTION.
L.S. 6617 q � �G ��
C4 NO,MR
0 INDICATES SET MONUMENT AS NOTED R =85.00' (85.00' R1, R2)
L =26.87' (26.86' R1, R2) EXP. 9-30-2015
D =18`06'35"
i INDICATES FOUND MONUMENT AS NOTED
OFC
C5 * N4. 5410
R =85.00' (85.00' R1, R2) 41tpo
L =2.25' (2.25' R1, R2 ) CF CA1.xf
BY: JON C. HORNECKER, DEPUTY COUNTY SURVEYOR WILLIAM F. CARR, JR.
D =1'31 01 L.S. 7212 P.L.S. NO. 5410
DUPLrATE
1�
PA2017-020 DUPLICATE 23 -5- 347
SHEET 2 OF 3RECORD OF SURVEY O . 2015 - 1179SEE SHEET 1 FOR MONUMENT NOTES,
RECORD REFERENCES, BASIS OF BEARINGS,
CURVE TABLE, BOUNDARY ESTABLISHMENT
IN THE CITY OF NEWPORT BEACH, NOTES, PURPOSE OF SURVEY, AND
COUNTY OF GRANGE, SURVEYORS STATEMENT.
STATE OF CALIFORNIA SEE SHEET 3 FOR TOPOGRAPHIC DETAIL.
DATE 4F SURVEY: JULY 2015
WILLIAM F. CARR, JR. P.L.S 5410
BILL CARR SURVEYS, INC.
� TRACT N�]. 802 �� a 200/23>m
a � >mQ 7/1
�
LOT 2 1 LOT 3 1 LOT 4 1 LOQ' 5 1 LOT 6 1 LOT 7 � ' LOT 8 1 LOT ° 1 [SOT 10 LOT I I LOT 12 LOT 13 I LOT 14 M SEE DETAIL A563'34'1
9"E 11.80' }
OF 2 (TIE ONLY) I I 1 SEE DETAIL B 1 Y _
N51'09'19"W 13.11' N32'39'54"E 13.94' N32'27'28"E 15.00' S25.5G' CALL. PER R1 --------
}_.._.._.._.._-_.._.._.._. T_
OF 3 (TIE ONLY) 6 OF P.L. CORNER 10 I OF P.L. CORNER 10 1 "- .._.._.._.._._ ._.._.._I _--_-_-._-- _. �_.._.._.._.. l
1 a � �
625.6fi PER R3, R5, R5
36.98, R1 1 N57°02'05"WI 625.70' PER R2, R7 & MEASURED
36.98 R2 & Rfi �
37.10 MEAS. - ---
� 3 50.01' R2/MEAS. 50.01' R2/MEAS. 45.01' R2/MEAS�45.01' R2/MEAS. 55.01' R2/MEAS. � 55.01' R2/MEAS. ; 40.01 MEAS�40.01' _r50 01' R2/MEAS. R2/MEAS.'40.01' R2/MEAS.I LO
50.00' R1 ��1` _50.00' R1 ��^ 45.00' R1 �(,� 45.00' R1� �_� 55,_00' R1 5_5.00' R1 i �40.00' R1/R2� 40.00' R1 - 50-00' R1��� 40.00' R1 40.00 R1
C.L. CURVE NOT 50.01' R2/MEAS. 50.€71' R2/MEAS. - ` 5{7.01' R2/MEAS. '50.01' R2/MEAS. �` 62.51' MEAS. i 62.52' MEAS 50.01' R2/MEAS. '`''50.+01' R2/MEAS.�T517.i31' R2/MEAS. SO.f]1' R2/MEAS. �
ESTABLISHED ON 2 !
I 50.00 R1 I 50.00 R1 I 50.00 R1 50.00 Ri 62.51 R2 52.51 R2 50.00 R1 I 50.00 R1 50.00 R1 50�0U R1 r
THIS SURVEY 576.64' _.._ - 62.50' R1 62.50' R1
HARBOR ISLAND DRIVE - - { � - - - _ (PRIVATE ST"REE"T) -� B . T m �
24.76 MEAS € N 22'3412 E 0.04 ! _ _
19.fiO3 MEAS
24.75' R3
19.48' R1 OF C.L. INTERSECTION
24.89' R1, R2 & R6 1 19.48 R2 � � � � p -._..�.._.._.._.._.._._.._-._.._.._..�.._.._.._.._.._.._.._._.._.._�._.._.._.._.._.._.._.._,._.._- ...
I�
LOT 20 LOT �� Lai 22 L07 23 ILO� �� �O� �� Loi �� LOT 27 LOT 28 LOT 29 LOT 305 31 � LOS 32
vj
.
to 0 LO
I I I CAH 2003-2245 � I a z : � � Z �
BOOK 24, PAGE 7
w 00 w
077 N
LO N Vi
Q0 4
DETAIL A zl "�. N 2'17'30"E Q.1 uj - 0
SGAI. E 1"=10' u I "� OF P.L. CORNER 7 N o N
LOT 12 LOT 13 LOT 14 LOT 15 U-)
Ln
•-- r..
mC5
4
N19'48'23"E 0.03'
I N12'S2'33"E 0.14' OF P.L. CORNER 5 0
1 OF P.L. CORNER :� �-� � B 50.01',R 'l2 W S. B
N57'02'06" W 625.7(3 2.50 R1, R2 � ��p. C vi vi
N57 DD 12 W
& MEAS. J N2'S6'43"E 0.09' OF �� C�i.�� v - Q
1 POINT OF CURVATURE 5
C r
4(7.(31' R2/MEAS. 1 A ,� 4[3.01' R2/MEAS. A 29.43' R2/MEAS. C C3 fy ` � , �� ¢� y m N SET LEAD, TACK AND BRASS
40.00 R1 N57'02 06 W 40.00 R1 2.9.41' R1 _ G2_ - �J f Z . B w oc B TAG STAMPED L.S. 5410,
50.01' R2 MEAS. r 31.93' R2 MEAS. � - - - - - 505' R2 MEAS. 13 FLUSH ON TOP OF SEAWALL,
R2/MEAS. R1,R2, & MEAS. }
A 50.00' R1 " ,$ A 31,91' R1 I 1 `�
7�O
4'49'i9 W ON P.L. PROD. AT 6.5(3'
576.64 p�3PL4CORNER3 L����� �� p �� �� 1 OFFSET TO PROPERTY CORNER
LOT 3+D L�
ADJUDICATED HIGH TIDE LINE
SET LEAD, TACK AND BRASS PER RECORD OF SURVEY 92/14
TAG STAMPED L.S. 5410,
FLUSH ON TOP OF SEAWALL.,
ON P.L. PROD. AT 8.00'
OFFSET TO PROPERTY CORNER
LOT 9 LOT 10 DETAIL B LOT 11 LOT 12
SCALE 1"=10'
7.50' R2/MEAS. OF7P.L.1 C'RNERD89 � 17.50' R2/MEAS. 22.51' R2/MEAS. � g N75'i1'38"W 0}.07' '
OF P.L. CORNER
A q 40.01' MEAS. ! 40.01' R2/MEAS. q 50.01' R2/MEAS. q 40.01' R2/MEAS. 1
- - 40.00' R1/R2 - r 40.00 R1 � - - -50,00' R1 - - Y � �40.00'R1
50.01' R2/MEAS. 50.01' R2/MEAS. � 50.01' R2/MEAS.
N39'58'55"E 0.14' 50.00' R1 A A 50.010' R1 A
OF P.L. CORNER 11 50.04 R1
32.51' R2/MEAS. N39'37'19"E 0.19' 11 1 1 -A
OF P.L. CORNER 1 I �
11 532'50'42"W 12.80'
OF P.L. CORNER SCALE 19j=30'
L07 27 LOT 26 L07 29 0' 30' 60' 903'
MLICATE
1�
PA2017-020 •
0,UftlCATE
SHEET 3 OF 3RECORD OF SURVEY NO , 2015 - 1179
IN THE CITY OF NEWPORT BEACH,
COUNTY OF ORANGE,
STATE OF CALIFORNIA
DATE OF SURVEY: JULY 2015
WILLIAM F. CARR, JR. P.L.S 5410
BILL CARR SURVEYS, INC.
TOPOGRAPHIC DETAIL
LOT 30
HARBOR ISLAND X15 7°0 2' 0 6 " W (PRIVATE STREET)
50. 01 '
Ln Ln
� WALL CORNER �
0.08 N! LY OF PL WALL CORNER
0.03 SELY OF P.L.
BUILDING CORNER -WALL CORNER
sm, NWL- �-OF PLP.L Q53 NWLY Of PL
I® WALL CORNER BUILDING CORNER
� I 0.06 NWLY Of P.L. n � 4.59 S£Lr OF P.L
wALt CORNER CARPORT
0.56 NWLY OF P.L
WALL CORNER
0.44 SE 2,v OF P.L.
BU/L0/N6 CORNER
4 6 N L Of P.1.
s£'L r wALL FACE I .
0.04 NWLY Of AL :......
6" WALL
011ILLYNO CORNER r
3.88 NWLY OF P.L f H w
SELY WALL FACE j o oU NW'LY WALL FACE
0.09 SELY OF P.L. 0.57 NWLY OF P.L.
f
ff
f' °
BUILD/NG CORNER W
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s£'Lr WALL FACE
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a
BUILDING CORNER BUILDING CORNER
4.63 SELY OF AL Z.68 NWLY Of PL .0
s£2 r WALL FACE
0.03 Nw1r of PL
30 HARBOR /BLAND
.s
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C)) ° BUILDING CORNER
In
2.27 Nw1r OF P.L
P:y
>a . BU/LLHNG CORNER
r-- 227 NWLY OF P.L. r- NWLY WALL FACE
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BUILDING CORNER _•
1.9�N OF P.L. •. °o 6" WALL
i
P
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2.681 SELY O' P 3.00 SELY OF P.L
BU/LINNG CORNER
1.95 w Y Of P.L
Nw2 r WALL FACE BUILDING CORNER
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3.89 WILY OF P.L. BUILDING CORNER A. 305 SELY OF P.L.
BUILDING CORNER r 4.65 LY OF P.L
273 SELY Of P.L.
s£'1 r wALL FAC a
+0 01 SELY OF FL ✓.
° 4 ° .e ` 0-'-A rr d• .. 4 AlW Z /°W LL'
BU/LD/NG CORNER o a ' ; .D O )g,Of�
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. e se ° 4 05 SELr Of PL
• Nw2Y wALL FACE
f• e''p ° - e' .►i ° ., °• .4 •; ° 0.40 N LY OF PL
SELY WALL FACE ° ► , �` � o p �-
0.04 sr2rorPL � . . . . .,� �157�00' 12" WY r �
SE'2 r WALL FACE ,.
0.03 SELYOFPL. -� - - ,� - - = - - •
S£2 r WALL FACE • A NW'L r WALL fACE
ON P.L. slF� 5 0. 01 0.45 NWLY OF P.L.
6 8" WALL
" WALL
NWLY WALL FACE
0.38 NWLY OF P.L.
4�
SE2 r WALL FACE
0.07 NWLY OF P.L.
0 NWr OF�� c� LQ WAI
NW'LY wALL FACE
:a Q40 NWLY OF P.L.
CN
S£'L r WALL FAC£ 'r
005 NWLY OF P.L. f'r:
SE2r WALL FACE 8" WALL ° 6" WALL
0.10 NWLY OF P.L LARGE 'f
SELY WALL FACE BOULDER a NWLY WALL FAC£
0.11 NW Lr OF AL5 4�4 � ,� w 0.33 NWLY OF PL
N
I V 9 19 rkZ
S£Zr WALL FACE
WALL CORNER WALL CORNER
010 NWLY OFW U CORNER6.88 SW Y Of P.L 5 0, 0 5 � 2.80 sW Lr OF P.L. q
1
0.10 NWLY OF P.L. PR00. WALL CORNER WALL CORNER WALL CORNER
7.22 SW LY OF P.L 5.30 SW LY OF PL 5.25 swLY OF P.L PROD.
16" WALL 16" WALLWALL CORNER WALL CORNER
SEE SHEET 1 FOR MONUMENT NOTES, 5.33 S LY Of P.L 5.61 sWLr OF PL PROD.
RECORD REFERENCES, BASIS OF BEARINGS, SCALE - O:
CURVE TABLE, BOUNDARY ESTABLISHMENT
NOTES, �-
PURPOSE OF SURVEY, AND
SURVEYOR'S STATEMENT. 0' 10' 20' 30' 0
SEE SHEET 2 FOR SURVEY MAP.
Nf-WPORT L(A Y
1�
Zoning Administrator-April 13,2017
ITEM NO.7a-ADDITIONAL MATERIALS RECEIVED
30 Harbor Island CDP(PA2017-020)
Ae-�(Oo�eG Oe¢c/a; 0a.�fij�o1m&,q 6-60-
April 5, 2017 CSIMED Sk
COMMUNITY
DEVELOPMENT
City of Newport Beach APR 10 2017
Community Development Department
Planning Division CITY OF
100 Civic Center Drive
PD Box 1768 ' a�
Newport Beach, CA 92658-8915
Re: Project File PA2017-020
Activity No: CD2017-006
To Whom It May Concern:
I am the owner of a home located at 9 Harbor Island, Newport Beach, CA and
that is my primary residence. I am in favor of approving the demolition
permit to demolish the house at 30 Harbor Island.
I am unable to attend the public hearing because I will be traveling at that
time.
Very truly yours,
William Bone, Tru tee
William G. Bone Trust of 1992
WB:cd