HomeMy WebLinkAboutT12362_BAYVIEW CONDOSIII�IIIUlllllllal*NEW FILE*
T12362
ACOUSTICAL
IMPACTS
international
A7/781L
Mike Koslandich
Project Manager
J.M. PETERS COMPANY
1601 Dove Street, Suite 190
Newport Beach, CA 92660
i;
RECEIVED
PLANNING
�11 1, V V IJ6710.-
NEVdPG ; c i
nUr,
�ALtF,
2 February 1987
SUBJECT: Monitoring of. Interior/Exterior Noise Environment For Bayview
Court Multi -Family, Tract 12362.
Dear Mike:'
0
At the request of the City of Newport Beach, we have performed a 24-hour
noise monitoring test for the above referenced development. On 29
January 1987, we installed a Larsen -Davis 700 computer based data
logging Community Noise Analylzer in the B-1 plan unit located at 128
Baycrest Court (Attachment 1), and monitored the interior noise
environment for 24 hours (see data sheets, Attachment 2). It should be
noted that the unit measured was devoid of all carpet and interior
furnishings (i.e., the ordinary occupied room absorption was not
present). The results of this test showed that the interior CNEL was 40
dB; 5 dB quieter than the noisiest level allowed. Short-term
inside/outside simultaneous noise measurements were also performed which
showed that the noise reduction of the building shell is 21.8 dB.
Therefore, the outdoor noise level is 61.8 dB CNEL (i.e., the 40 dB CNEL
measured at the interior plus the 21.8 dB increase going from inside to
outdoors). The outdoor noise level is therefore 3.2 dB below the
maximum allowable 65 dB CNEL.
In summary, both the interior and exterior noise levels have been
measured to be in conformance with the requirements of the City of
Newport Beach.
Sincerely,
Otft Jr.
Principal
Member INCE/NCAC
Orange County Certified Consultant
Attachments (2)
3176 Pullman Street, Suite 120, Costa Mesa, California 92626 (714)549.4092
A7/781L
Attachment 1
FIGURE
Bayview Court Noise Monitoring Site, Lot 82B
29-30 January 1987
A7/78IL �tachment 2
Dose
Proj
SEL
LVL
Time
Lmin
OLamaa::
VLD
RMS Ex
Pk Ex
R/S
Memory
L01
LIO
L50
L90
n jfN �f A IF2IE F' M Y=i -r
LARSON—DAMS LADS -- MODEL 700
01/30/87 13:70:04 SN 70OB0307 PAGE
0.0
0.0
87.2
37.8
0=: 59 : 59
13.5
70.0
80.0
00
0106
0012
01
5310.0
50.5
32.5
29.5
22.0
81E-rUF' L?Ink '➢"ink
Weft SLOW
P9 Unwgt =0
Crit 90.0
Thld _2.0
E;cch 3y
LDL =0
RMS Thld
50.0
Pk Thld
70.0
Hyst
7
Run date
01/29
Stop date
01/30
Run time 1
18:00
Stop time
18:00
Run time 2
99:00
Stop time 2
?0:00
Excd =0
Intv =1
Time 01:00
Auto —Stop =0
Ln =1
Hist =0
Save Pk =1
Per 255.0
Cal 13.5
Ver 1.780
A.I.int.
r
AV781L 0 10 Attachment 2
I M-rV FtIEF'OF -r
LARSON-DAVIS LABS -- MODEL 700 2
01/30/87 18:32:05 SN 70OB0307 PAGE
Cnt LVL SEL Lma:c Lpk Lmin Date Time Dur Ex Pk ❑v
1 38.0 73.5 59.5
= 71.5 51.5 13L5029 JAN39.0 18:L500= 31.00 him
L904= 28.0
L01
33.0 73.5 L91J= 51.0 Y4L5029 zq.0 19:L500= 30.50 him
L903= 27.5
39.5 75.0 60.5 71.5 24L'29 JAN
5 20.00:01 31:0 him
945= ?7.0
LO1 = 53.L50 =
4 36.5 72.0 L I = 46.0 `5L1029 SJAN
G 21 L500= 28.00 him
L901= 26.5
5 32.0 67.5 50.0 61.5 ?2.5 29 JAN 22:00:01 1:00 him 0 0 0
L01 = 44.5 L10 = 33.5 L50 = 27.5 L90 = 25.5
6 28.5 64.5 42.0 60.5 22.5 29 JAN 23:00:01 1:00 him 0 0 0
L01 = 39.0 L10 = 30.5 L50 = 26.5 L90 = 24.5
7 26.0 61.5 LOI = 36.0 `1L103= 27.0 O:L500= 24.50 him 900= 22.5
fl 23.5 59.0 L015= 29.5 120.5
0L10J= 25.0 1:L500= 22.50 him 900= 21.5
9 26.4 61.5 LOi.S= 38.5 ?0L10J= 26.0 y L500= 21.50 him
L900= 20.5
10 21.0 57.0 L0i0= 25.5 20Li0J0 22.0 3:L500= 21.00 h:L900= 20.5
11 24.0 59.5 40.5 56.5 20.0 30 JAN 4:00:01 1:00 him 0 0 0
L41 = 33.0 L10 = 25.5 L50 = 22.0 L90 = 20.5
12 27.0 62.5 L]I = 4.5 20L10L= 29.0 J:L500= .6.0° h:L900- `22.5
13 34.0 69.5 L 024L1035.0 L5030.
63.0 30 JAN
6.0= 5L90 0 h `
1= 45.5 = 27.5
14 40.0 75.5 56.0 70.0 29.5 30 JAN 7:00.01 1:00 him 8 0 0
LOi = 53.0 L10 = 42.5 L50 = 34.0 L90 = 31.5
15 37.5 73.0 56.0 69.0 26.0 30 JAN 8:00:01 1:00 him 5 0 0
LO1 = 50.0 L10 = 39.0 L50 = 33.0 L90 = 30.5
16 43.5 79.0 080.0 52530 41.0 9'L500= 31.5L90 JAN0 h 8
L01= 1.5 L10
= 28.5
17 39.0 74.5 L015= 52.0 `JL1030 4A1N0 10:L500= 31.50 h:L908= 28.0
18 38.5 74.0 L41J= 51.5 y5L10'j0 40N5 11:L50�]1 31.00 h:L909= 27.5
19 38.5 74.4 L]1J= 51.5 ?6LIOy= 39N5 12:L50�]1 31.00 h:L907= 28.0
20 39.5 75.0 58.0 70.5 25.5 30 JAN 13:00:01 1:00 him 7 1 0
LO1 = 52.5 L10 = 42.5 L50 = 33.0 L90 = 29.0
21 39.5 75.0 60i0- 52i0 V4L103= 42.5 14:Lr5001 32.00 h:L909= 27.5
22 41.0 76.5 60.5 69.0 24.5 30 JAN 15:00:01 1:00 him 13 0 0
L01 = 54.0 L10 = 43.5 L50 = 32.5 L90 = 27.5
23 39.0 74.5 56.0 68.5 25.0 30 JAN = 16:00:01 �1:00 him
909- '7.5
L01 = 50.5 L10 = 42.E L50
24 38.5 74.0 L010= 51.E y6L10J0 4A1N5 17:L5001 31.0 h"L908= 27.5
A.I.int.
,
86-26291-5
WHEN RECOADED MAIL TO:
J.M. PETERS COMPANY,INC.
1601 Dove Street, Suite 190
Newport Beach, California 92660
Attention: Nancy Sparks
\ PLANNING
$11.00
NOTICE OF AIRCRAFT OPERATIONS
FROM JOHN WAYNE AIRPORT
Recorded at the request of
TICOR TITLE INS. CO. OF CALIF.
8:00
A.M. JUN 2 31986
OFFICIAL RECORDS
ORANGE COUNTY, CALIFORNIA
Of c. a V a uu Recorder
Bayview I, a joint venture composed of J.M. PETERS
ANY, a California corporation, and DSL SERVICE COMPANY, a
California corporation, is the owner and developer of certain
property in the County of Orange, State of California known
as "Bayview" and more particularly described as:
See legal description attached hereto as Exhibit "A"
As a condition of approval of said development by
the County of Orange, Bayview I is required to record a document
separate from any deed, which will be an information notice to
all future purchasers, lessees, other occupants and commercial
land owners and users of aircraft operations impacting said project
from the John Wayne Airport, which is located nearby.
Accordingly, notice is hereby given to'all future
owners and occupants of land described within Exhibit "A"
attached hereto that the project, and the entirety thereof,
is subject to overflight, sight and sound of aircraft operations
from John Wayne Airport, located in the County of Orange,
State of California.
The projects close proximity to John Wayne Airport
and its flight patterns dictates that full disclosure of
noise and visual impact to all initial and subsequent pur-
chasers, lessees, and other occupants of the project is in
order and this written notice gives notice to each and
everyone of said persons of said aircraft operations.
Dated: November 14, 1985 Bayview I, a joint venture
composed of J.M. PETERS
COMPANY, INC., a California
corporation, and DSL SERVICE
COMPANY, a California corporation
By: J.M. P IRS COMPANY, INC.,
a Cal fT rnia corporatlpr�,
K
�)X
r � $6-26291 5
STATE OF CALIFORNIA
ss.
COUNTY OF ORANGE
By: DSL SERVICE COMPANY,
A California corporation
By:
R. F. DRISCOLL, President
On November 14, 1985 , before me, the undersigned,
a Notary Public in and for said State, personally appeared
JAMES M. PETERS, personally known to me (or proved to me on
the basis of satisfactory evidence) to be the person who
executed the within instrument as President on behalf of
J.M. PETERS COMPANY, the corporation therein named, and
acknowledged to me that such corporation executed the within
instrument pursuant to its by-laws or a resolution of its
board of directors.
G""'L3EAL TNESS my hand and offic: 1 seai.
CHRISTINA E. ULIEBL
NOTARY PUBLIC • CAUFOMM
PRYICIPAL OFFICE NO
ORANGE COUNTY
my CMIMMIN FIX No.4. Ion
STATE OF CALIFORNIA )
) ss.
COUNTY OF ORANGE )
On November 14, 1985 , before me, the undersigned,
a Notary Public in and for said State, personally appeared
R. F. DRISCOLL, personally known to me (or proved to me on
the basis of satisfactory evidence) to be the person who
executed the within instrument as President on behalf of
DSL SERVICE CO?TANY, a corporation therein named, and
acknowledged to me that such corporation executed the within
instrument pursuant to its by-laws or a resolution of its
board of directors.
WITNESS my hand and official seal.
OFFICIAL SEAL
ISTINA E. LtEBL
EQ:
Y PUBLIC • CALW40F MMNCIPAL OFFICE IN
ORANGE COUNTY
mmm Ew Na. 4. IM
-2-
1
EXHIBIT "A"
LEGAL DESCRIPTION OF
TRACTS 12362, 12529, 12530
•
86-262915
AND 12212
All that certain land situated in the State of California,
County of Orange, City of Newport Beach described as follows:
Lots 1, 2 and 3 inclusive of Tract 12362 as shown on a map
recorded in Book 551, Pages 35 through 37, inclusive of
Miscellaneous Maps, Records of Orange County, California.
Lots 1 through 53 and Lots A through I, inclusive of Tract
12529 as shown on a Map recorded in Book 551, Pages 42 through
44 inclusive of Miscellaneous Maps, Records of Orange County,
California.
Lots 1 through 43 and Lots A through I, inclusive of Tract
12530 as shown on a Map recorded in Book 551, Pages 45 through
47 inclusive of Miscellaneous Maps, Records of Orange County,
California.
Lots 1 through 50 and Lots A through E, inclusive of Tract
12212 as shown on a Map recorded in Book 551, Pages 32 through
34 inclusive of Miscellaneous Maps, Records of Orange County,
California.
k
0 86962915
ACKNOWLEDGMENT OF RECEIPT OF NOTICE
OF AIRPORT OPERATIONS FROM JOHN WAYNE AIRPORT
The undersigned is a purchaser of property within
the development known as Bayview,in the County of Orange,
state of California, described as Lot of Tract
as shown in the map filed in Book Pages
inclusive of miscellaneous maps, records of Orange County,
California.
By execution hereof purchaser acknowledges and
understands the provisions of the notice of aircraft
activity recorded on , 1985, as instrument
no. of official 1 records of Orange County, and
acknowledges that a copy thereof has been delivered to the
undersigned.
Dated:
0
Ej
January 28, 1987
'J efl 1�ij
Mr. Brian Blain
J.M. Peters
1601 Dove Street, Suite 190
Newport Beach, CA 92660
RE: Bayview Court
Dear Brian:
> A'IYFV
RAWM
rk/I Wt..
N�'+�%PAt�r �EnYU4
We have completed a field review of Tract 12362, Lots 1, 2, and 3 and
have found that the landscape construction is in substantial accordance
with the plans and specifications as prepared by the Peridian Group,
dated August 11, 1986.
Sincerely,
PE 3 ItA GROUP
Philip nderToolen
cc: Karl Kreutzer
Mike Koslandich
Landscape Archtte[mre/Plammng
17848 Sky Park Blvd., Imme, Cabfomm 92714 (714) 261.5120 1301 Byword Fast, Fort Lauderdale, Florida 33301 (305) 462-4962
8555 Aao Drive, Suite 209, San Diego, Calnfomm 92123 (619) 279.7791 ' 5195 Las Vegas Bite South, Las Vegas, Nevada 89119 (702) 798,5237
Principals: Courtland Paul, Arthur Beggs, Shinji Nakagawa, Gerald Pearson, Rae L Rice, Dennis M. Taylor
Dennis Anderson, Donald Henry, Barry Jesmer, Michael McKay, Frank Marcgmkn, Jeffrey Maasky
Associates: Dennis R. YourW, Robert Clark, John Van Derhoof, Michael A Green, Don J. Camacesn, Stven Kellogg, Tom Mackenzie, Blake Haman
ACOUSTICAL•
•
IMPACTS
international
A7/781L
o` 0
2 February 1987
RECEIVED
O'J4.DItSS
Mike Koslandich
FEB021987
Project Manager
r3�
Cyr( CF
j
J.M. PETERS COMPANY
�ryRiDEACN
1601 Dove Street, Suite 190
CglF'
r'
Newport Beach, CA 92660
SUBJECT: Monitoring of Interior/Exterior Noise Environment For Bayview
Court Multi —Family, Tract 12362.
Dear Mike:
At the request of the City of Newport Beach, we have performed a 24—hour
noise monitoring test for the above referenced development. On 29
January 1987, we installed a Larsen —Davis 700 computer based data
logging Community Noise Analylzer in the B-1 plan unit located at 128
Baycrest Court (Attachment 1), and monitored the interior noise
environment for 24 hours (see data sheets, Attachment 2). It should be
noted that the unit measured was devoid of all carpet and interior
furnishings (i.e., the ordinary occupied room absorption was not
present). The results of this test showed that the interior CNEL was 40
dB; 5 dB quieter than the noisiest level allowed. Short—term
inside/outside simultaneous noise measurements were also performed which
showed that the noise reduction of the building shell is 21.8 dB.
Therefore, the outdoor noise level is 61.8 dB CNEL (i.e., the 40 dB CNEL
measured at the interior plus the 21.8 dB increase going from inside to
outdoors). The outdoor noise level is therefore 3.2 dB below the
maximum allowable 65 dB CNEL.
In summary, both the interior and exterior noise levels have been
measured to be in conformance with the requirements of the City of
Newport Beach.
Sincerely,
Otto C. B xler, Jr.
Principal
Member INCE/NCAC
Orange County Certified Consultant
Attachments (2)
3176 Pullman Street, Suite 120, Costa Mesa, California 92626 (714)5494092
A7/781L • • Attachment 1
FIGURE
Bayview Court Noise Monitoring Site, Lot 82B
29-30 January 1987
fi
qw(a 4& O(aW,
L
.u� dtiit' �, t v r• ar
ANABIL
•
Atohment 2
13141-AN FRE=F'OffI-r
LARSON-DAVIS LADS -- MODEL 700
01/30/27
13:30:04 SN 70OB0307
PAGE 1
Dose 0.0
Proi 0.0
SEL 87.2
LVL 37.8
Time 0023:50 59
Lmin 13.5
Lamex 70.0
OVLD 00
RMS Ex 0106
Pk Er. 0012
R/S 01
Memory 5310.0
L01 50.5
L10 38.5
L50 29.5
L90 22.0
SITUP ngirAN
Detc SLOW
Wght A
PI: Unwgt =0
Crit 90.0
Thld 32.0
Exch 3
LDL =0
RMS Thld
30.0
Pk Thld
70.0
Hyst
7
Run date
01/29
Stop date
01/30
Run time 1
18:00
Stop time 1
18:00
Run time 2
99:00
Stop time 2
>0:00
Excd =0
Intv =1
Time 01:00
Auto -Stop =0
Ln =1
Hist =0
Save Pk =1
Per 255.0
Cal 11.5
Ver 1.380
A.I.int.
A',/781L ` • Attachment 2
rINTV IFiF=Fz,OFCT
LARSON-DAVIS LABS -- MODEL 700
01/30/87 18:32:05 SN 70OB0307 PAGE 2
Cnt LVL SEL Lma:c Lpk Lmin Date Time Dur Ex Pk. Ov
1 38.0 73.5 59.5 71.5 13.5 29 JAN 19:00:01 1:00 hem 4 1 0
L01 = 51.5 L10 = 39.0 L50 = 31.0 L90 = 28.0
2 33.0 73.5 59.5 70.5 24.5 29 JAN 19:00:01 1:00 h:m 3 1 0
L01 = 51.0 L•lU = 39.0 L50 = 30.5 L90 = 27.5.
3 39.5 75.0 60.5 71.5 24.0'29 JAN 20:00:01 1:00 h:m 5 2 0
L01 = 53.0 L10 = 40.5 L50 = 30.5 L90 = 27.0
4 36.5 72.0 62.5 74.5 25.i29 JAN0 21:00:01 21:00 h:m L901= 1 0
L01 = 46.0 L0L50 =
5 32.0 67.5 50.0 61.5 22.5 29 JAN 22:00.01 1:00 h.m 0 0 O
L01 = 44.5 L10 = 33.5 L50 = 27.5 L90 = 25.5
6 28.5 64.5 42.0= 60.5 22.5029 JAN 23:00:01 21:00 h:m
L940= 24.5
Lol 7 26.0 61.5 L01J= 36.0 2iLio = 27.0 O:L5001 24.5L90
0 30 JAN U h 0= 2.2.5
fl 27.5 59.0 L015= 29.5 2OL5030 JAN25.0 i:L50°1 22.50 h.L900= 21.5
9 26.0 61.5 L615= 36.5 yOLlo = 230 6.0 2:L5001 21.50 h:m 20.5
10 21.0 57.0 L010= 42.0 20L 30 JANO 3:00:01 L50 =21:0) h:L1.900= 0 0
11 24.0 59.5 40.5 56.5 20.0 30 JAN 4:00.01 1:00 h:m 0 0 0
L01 = 33.0 L10 = 25.5 L50 = 22.0 L90 = 20.5
12 27.0 62.5 L014.L10.0 L50-6.090
0= 35 20= �JAN 295�01 0 h:L0= �22.5
13 34.0 69.5 Lt063.0 245 30 JAN 356:0= 30.04 h:L902
1= 45.5 Lio = .0 L50
= 27.5
14 40.0 75.5 56.0= 70.0 29L1U 0 4AN5 7:00:01 U1:00 h:m
L908= °1.5
15 37.5 73.0 56.0 69.0 26.0 30 JAN 9:00:01 1:00 h:m 5 0 0
L01 = 50.0 L10 = 39.0 L50 =33.0 L90 = 30.5
16 43.5 79.0 051.5 25.5 30 1.0 L5031.5L90
2�30 44'U1 0 h:8
L01= = 26.5
17 39.0 74.5 58.5 70.0 25.5 30 JAN 10.00:01 1:00 h:m 8 0 U
LU1 = 52.0 L10 = 41.0 L50 = 31.5 L90 = 28.0
18 33.5 74.0 L8i5= 51.5 2SL10J= 40JAN
5 11:L50 = 31.0L90 72.0 0 h 9= 27.5
19 38.5 74.0 L01J= 51.5 26L0030 39N5 12:L500= 31.40 h:L907= 26.0
20 39.5 75.0 58.0 70.5 25.5 30 JAN 13:00:01 1:00 h:m 7- 1 0
L01 = 52.5 L10 = 42.5 L50 = 33.0 L90 - 9.0
21 39.5 75.0 60.0 69.0 24.5 30 JAN 14:00:01 1:00 h:m 9 0 0
LOi = 52.0 L10 = 42.5 L50 = 32.0 L90 = 27.5
22 41.0 76.5 60.5 69.0 24.5 30 JAN 15:00:01 1:00 h:m 13 0 0
L01 = 54.0 L10 = 43.5 L50 = 32.5 L90 = 27.5
23 39.0 74.5 5610= 66.5 25L0030 JAN S 16:L5001 31:00 h:L909= 57.5
24 38.5 74.0 57.0 70.5 26.0 30 JAN 17:00:01 0:59 h:m 8 1 0
LO1 = 51.0 L10 = 41.5 L50 = 31.0 L90 = 27.5
Alint. .
0 a
99
NVP�E RRN71
W�IFR DI9RICf
MINE RAVU WATER, DISTRICT P.O. Box D-I.18802 Bardeen Ave. • Irvine, Calif. 92716-6025 (714) 833-1223
Tracy Williams
City of Newport Beach
Planning Department
3300 Newport Boulevard
Newport Beach, CA 92663
SUBJECT: RELEASE FOR USE
November 25, 1986
0351EH
SD1.12362
RESIDENTIAL XXX COMMERCIAL _
Gentlemen:
The Irvine Ranch Water Oistrict herebyy releases
Lot Numbers 81 thru 88 71 thru 80 & 66-70 of Tract No. 12362 for
the following: (Bayview)
RELEASE FOR SEWER CONNECTION - Unit may be connected to public
sewer system. No occupancy at this time.
Sewer lateral has been tested by IRWD to:
Property line
A point of within 24" of building
RELEASE FOR MODELS - No Occupancy. Water meter will now be
installed by IRWO.
XXX RELEASE FOR OCCUPANCY - Sewage can be accepted in sewer system.
Water meter has been installed by Developer.
Sincerely,
IRVINE RANCH WATER DISTRICT
pb � ��
James R. Tran
Chief Inspector
JRT: pjg
cc: Developer - J, M. Peters
IRWD Inspector - Earl Holloman
Michael Kellogg (Subdivision Section)
Penny Fry (1 Customer Service; 1 Water Operations)
i l r✓1 P�T�RS Li )I`.1PE NA'
GOVE :TI:EET. '
(714)PORT 331_,I, J( y
p'14j 333-9331
OE44,
PtiAY �� 1986 �"
May 9, 1986 0� CITY CF
Iaev�C�1 ae4ct-T�
CALIF.
Mr. Bill Ward
CITY OF NEWPORT BEACH
3300 West Newport,Blvd.
Newport Beach, California 92663
Subject: Bayview' proj ect
Dear Mr. Ward:
Per our conversation, enclosed is a copy of the Notice
of Aircraft Operations from John Wayne Airport for your
review and approval. Since we will be opening for sales
in the next.month, and, would like to distribute a recorded
copy of this notice to all possible buyers, your urgent
attention is requested.
If you have any questions please contact me or Bob Trapp.
Sincerely,
J.M. PETERS COMPANY, INC.
11_._.
Nanc4sar
Forward Planning
encl.
v
WHEN RECORDED MAIL TO:
J.M. PETERS COMPANY,INC.
1601 Dove Street, Suite 190
Newport Beach, California 92660
Attention: Nancy Sparks
NOTICE OF AIRCRAFT OPERATIONS
FROM JOHN WAYNE AIRPORT
Bayview I,.a joint venture composed of J.M. PETERS
COMPANY, a California corporation, and DSL SERVICE COMPANY, a
California corporation, is the owner and developer of certain
property in the County of Orange, State of California known
as "Bayview" and more particularly described as:
See legal description attached hereto as Exhibit "A"
As a condition of approval of said development by.
the County of Orange, Bayview I is required to record a document
separate from any deed, which will be an information notice to
all future purchasers, lessees, other occupants and commercial
land owners and users of aircraft operations impacting said project
from the John Wayne Airport, which is located nearby.
Accordingly, notice is hereby given to'all future
owners and occupants of land described within Exhibit "A"
attached hereto that the project, and the entirety thereof,
is subject to overflight, sight and sound of aircraft operations
from John Wayne Airport, located in the County of Orange,
State of California.'
The projects close proximity to John Wayne Airport
and its flight patterns dictates that full disclosure of
noise and visual impact to all initial and subsequent pur-
chasers, lessees, and other occupants of the project is in
order and this written notice gives notice to each and
everyone of said persons of said aircraft operations.
Dated: November 14, 1985 Bayview I, a joint venture
composed of J.M. PETERS
COMPANY, INC., a California
corporation, and DSL SERVICE
COMPANY, a California corporation
By: J.M. PgT*'RS COMPANY, INC.,
a C;alAf • rnia corporati -pnj
JAMEs M.
EXHIBIT "A" r
LEGAL DESCRIPTION OF
TRACTS 12362, 12529, 12530 AND 12212
All that certain land situated in the State of California,
County of Orange, City of Newport Beach described as follows:
Lots 1, 2 and•3 inclusive of Tract 12362 as shown on a map
recorded in Book 551, Pages 35 through 37, inclusive of
Miscellaneous Maps, Records of Orange County, California.
Lots 1 through 53 and Lots A through I, inclusive of Tract
12529 as shown on a Map recorded in Book 551, Pages 42 through
44 inclusive of Miscellaneous Maps, Records of Orange County,
California.
Lots 1 through 43 and Lots A through I, inclusive of Tract
12530 as shown on a Map recorded in Book 551, Pages 45 through
47 inclusive of Miscellaneous Maps, Records of Orange County,
California.
Lots 1 through 50 and Lots A through E, inclusive of Tract
12212 as shown on a Map recorded in Book 551, Pages 32 through
34 inclusive of Miscellaneous Maps, Records of Orange County,
California.
STATE OF CALIFORNIA
ss.
COUNTY OF ORANGE
By: DSL SERVICE COMPANY,
A California corporation
By:
R. F. DRISCOLL, President
On November 14, 1985 , before me, the undersigned,
a Notary Public in and for said State, personally appeared
JAMES M. PETERS, personally known to me (or proved tome on
the basis of satisfactory evidence) to be the person who
executed the within instrument as President on behalf of
J.M. PETERS COMPANY,.the corporation therein named, and
acknowledged to me that such corporation executed the within
instrument pursuant to its by-laws or a resolution of its
board of directors.
°FFlcyusEaL W TNESS my hand and offic: 1 seal.
CHRISTINA E. LIEBL
NOTARY Pusuc•cAUFauuA
a PRINCIPAL OFFICE IN
ORANGE COUNTY /
A1y Commw;on UP. "A, I=
STATE OF CALIFORNIA )
ss.
COUNTY OF ORANGE
On Novanber 14, 1985 , before me, the undersigned,
a Notary Public in and for said State, personally appeared
R. F. DRISCOLL, personally known to me (or proved to me on
the basis of satisfactory evidence) to be the person who
executed the within instrument as -President on behalf of
DSL SERVICE COMPANY, a corporation therein named, and
acknowledged to me that such corporation executed the within
instrument pursuant to its by-laws or a resolution of its
board of directors.
WITNESS my hand and official seal.
.� OFFICIAL SEAL
CHRISTINA E. LIEBL
NOTARY PUBLIC • MIFORNIA
>a
PRINCIPAL OFFICE IN
ORANGEcWNTY
My Comm4s1on ExP. Nov. 4, 1988
—2—
RLOENTIAL ZONING CORRECTIONS
Plan Check
1
By: Tracy Williams, Associate Planner Telephone: (714) 644-3200
Date: i2- /o- QS Address: z9W
Needs
Correction 3,P
Gri/crt .6%"w 7
sfi��� �i�l�ird •So
Legal: Lot Block Action Tract
q\
Covenant required to combine pR��ioiis of. lots. Please have owner's �
signature notarized on attached document and return to me.
Lot Size
Zone y G �/1/L6t' /)
Number of Units 86 Uh ld S - SP/Z
Buildable Area
at'Idv/ �SNhp�/M
4'bn�/ 'V.)
Maximum Structural Area A4 (Area including exterior walls,
stairway on one level and required parking). x buildable area.
Proposed Structural Area: x buildable area.
Open Space Area Me cu.ft. (Volume of space equal to buildable
width times buildable height times 6). This area must be six feet in any
direction (6'x6'x6') and open on two sides or one side and above.
.Required sgtoacxs
Front /Shh/-/%�
Rear Ti a Nr l'i1 /N 4!•wLLw�/ G,. L. OL.:A�"""",/' .- 3 ?,•.iL,� ,IM• "�%F i .E°
Right Side
Left Side r}-D
Distance between Buildings IX9, 14 am-k-t
Maximum Coverage
Heights 35'=00IvyX . DlMr41410 k Kid7l
Measured from natural grads to average roof height A FrPIMI 0 L4 Ul✓/7� -
�yq Ry1prDYG�Cl•f �I2 mop I hGfILGrJLi : 3 GYBII/lS ? 1Y
-_� grade line shown on all elevations
Number of Stories
--'e 2/,tr vs bIM�NS�GN.I N7ERltJIL G� .
k Parking (17' - 6" x 19 - 0" inside aimension ) (Third required space
may be 8' x 16' i.d.)
Fair Share Contributions/3lig1069, g9 �Yovlt% TGIieC�G/E 6� rlf/{yr6fjfr
Park Dedication Fee f101jC fPl/� G �. l Z. of Dey. o,
SPECIAL APPROVAL REQUIRED THROUGH:
Modifications Committee.
Planning Commission:
PS& Works:
Use Permit 7IZACT l✓0.
2 :
(� Subdivision Engineer
Variance Flydl "ryQa �A� /q✓Sj lie
) rd
Resubdivision - Tract &W.I.W.
Curb Cut
Traffic Engineer
Site Plan Review
Other - Qhhf0f'llAy
Bui ing Department:
u �h
Grading Engineer
Coastal Commission voti/lf , Gi 6 Z
Categorical Exclusion No. vtiA- been Pmewd bj 6k (4aj a.! (o(Hil411fl-
(Building permits may be issued 10 days folldwing issuance of C.E.O.)
Miscellaneous
1. Floor plan fully dimensioned showing all room uses.
2. Plot Plan fully dimension d showing location of all buildings,
fences to property line. 0tkr"w A�4WfAl.e '
3. Association Approval (Advisory)
4. OttherY44 J4gklh 14111i T;-ywhPkhPh,6,h Fees
ACOUSTICAL�
In1PACT
International
PLAN REVIEW AND ACOUSTICAL
FOR THE PROPOSED 88-UNIT
DEVELOPMENT
TO BE LOCATED AT BRISTOL STREET AND JAMBOREE ROAD
NEWPORT BEACH, CALIFORNIA
Prepared for:
J.M. PETERS COMPANY
1601 Dove Street, Suite 190
Newport Beach, CA 92660
B.�yv�F.ry sirs
REPORT NUMBER A5/604R
Prepared by: (/(//P-1
Otto C. BiRW, Jr.
Princ' al
Member - INCE/NCAC
t
22 January 1986
3176 Pullman Street, Suite 420, Costa Mesa, California 92626 (714)549.4092
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TABLE, OF CONTENTS
SYNOPSIS................................................... 1
SUMMARY OF RECOMMENDATIONS
Door and Window Specifications ........................... 2
Ventilation Specifications ...............................
Roof Specifications ...................................... 6
Exterior Wall Specifications .............................
Noise Barrier Specifications ............................. 6
Separation Assembly Specifications
Party Wall Details .................................... 7
Floor —Ceiling Details 7
Construction Precautions ................................. 14
NOISECRITERIA .............................................. 15
OUTDOOR NOISE ............................................... 15
' FUTURE YEAR'S EXTERIOR NOISE •LEVELS
••.•..
Aircraft Noise Levels '15
Roadway Noise Levels 18
Composite Impacts ........................................ 18
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MITIGATION MEASURES
Outdoor Impact ........................................... 23
Interior Noise Levels .................................... 27
Party -Wall Assembly ...................................... 29
Floor —Ceiling Assembly — STC 29
Floor —Ceiling Assembly — IIC ............................. 30
CONCLUSION................................................. 31
REFERENCES................................................. 32
APPENDIX I
Caulking Specifications .................................. 34
Plumbing Specifications ................................. 34
Electrical Specifications . 35
Exterior Building Shell and Ventilation Specifications ... 36
General Specifications ........................... 37
Common Wall Construction Precautions ..................... 38
APPENDIX II
Exterior Noise Environment Barrier
Loss Calculations .................................... 40
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A.I.int.
' Report Number A6/604R
PLAN REVIEW AND ACOUSTICAL RECOMMENDATIONS
' FOR THE PROPOSED 88-UNIT CONDOMINIUM DEVELOPMENT
TO BE LOCATED AT BRISTOL STREET AND JAMBOREE ROAD
NEWPORT BEACH, CALIFORNIA
SYNOPSIS
An acoustical engineering study was performed for the proposed
multi -family residential development to be located at Bristol Street and
Jamboree Road in Newport Beach, California, Figure 1. In this study,
the requirements of the State of California Noise Insulation Standards
(reference 1) and the City of Newport Beach were used as guidelines for
the development of appropriate acoustical design measures to limit
exterior noise intrusion and provide the necessary unit -to -unit noise
isolation. In addition primary outdoor living space, City of Newport
Beach, noise requirements for private patios and balconies were
considered.
Analysis was used to determine the projected noise environment for the
site for future years. A computer analysis, based upon a review of the
architects plans (to determine window/exterior wall areas and materials)
was used to develop the exterior -to -interior noise attenuation for each
component of the external building shell of the structure.
The material in this report presents analyses and results showing that
the buildings as designed and located are expected to limit exterior
' noise intrusion to less than 45 dB Community Noise Equivalent Level
(CNEL). The building -shell noise control measures consisting of glazing
and venting requirements are more fully described in the following
' section,, Summary of Recommendations.
Primary outdoor living space recreational use is provided in the
centrally located swimming pool/spa/community center. In this area, the
future years outdoor noise impacts are expected to be 63.7 dB CNEL which
is less than the City of Newport Beach 65 dB criterion. Private outdoor
patios are also expected to be below the 65 dB CNEL limit. Because of
the lesser degree of terrain shielding and ground absorption effects,
' the noise environment for private balconies is expected to range between
58.6 dB and 69.3 dB CNEL with the majority of the balconies being in the
realm of 65 dB CNEL or lower. These projected noise levels are
predicated upon the County of Orange's worst case John Wayne Airport
Master Plan EIR aircraft noise contours.
Building -design plans were examined for compliance with California's
requirements for party wall and floor -ceiling assemblies. The inter -unit
airborne noise transmission loss was both calculated and determined from
comparisons with published laboratory and field test results. When good
craftsmanship is used in construction of the separation assemblies
' described herein and proper inspections are executed to assure that the
designs have not been compromised during installation, the floor -ceiling
and party wall assemblies can be expected to meet the State
requirements.
Compliance with the acoustical criteria described above may only be
achieved through meeting the construction specifications detailed in the
Summary of Recommendations. The analyses and references supporting the
' specifications are presented in the sections following the Summary of
Recommendations.
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SUMMARY OF RECOMMENDATIONS
Door and Window Specifications
Calculations based on the estimated exterior noise environment and the
transmission loss characteristics of the various wall, window, and door
components and the relative areas of each component show that windows
and doors must be closed to meet required interior noise standards.
Therefore, doors and windows may be operable but during periods of time
when residents wish to enjoy a reduced level noise environment, meeting
the 45 dB CNEL criterion of the City of Newport Beach and the State of
California, windows would be required to be closed for noise control
purposes.
In wood -products exterior -dwelling -unit entry doors are used, they must
have a solid core and a minimum thickness of 1-3/4 inches. The exterior
doors to all units must have fully weatherstriped perimeters and tight
fitting thresholds. No openings such as mail slots, insets, or
decorative cut-outs are permitted that would reduce the effective
thickness of the doors for noise control purposes.
In all cases, the windows in the development must have close fitting
frames and be fully weatherstripped to assure a tight closure for noise
control purposes. As an indicator of fit, air infiltration must be held
to a minimum of 0.2 to 0.3 cfm for all openable windows or sliding glass
doors (Guaranteed Products Model 670 window frames and Model 875 sliding
glass door frames or equivalent). Proper fitting of the windows in the
wall assures getting the highest acoustical performance possible. The
projected exterior noise environment is such that the required interior
noise levels can only be achieved if the window thickness exceed typical
minimum thickness. Therefore, the glazing as shown in Table I is
required to provide designed interior noise levels.* Figure 1 shows the
building numbers in the developmet where the glazing schedule is
applicable.
These levels for accepted dwellings are predicated ont the
installation of typical room furniture, carpet with pad, and drapes.
A5/604R
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Unit Room
PLAN A
PLAN B-1
PLAN B-2
TABLE I
GLAZING SCHEDULE
Window Size/Type* Specifications
Entry
16
x
60
ALFG
1/4"
Thick
Living
40
x
50
ALSH
3/32"
Thick
80
x
68
SGD
3/16"
Thick
Dining
(2) 30
x
50
ALSH
3/16"
Thick
Master Bedroom
40
x
50
ALSH
3/32"
Thick
Bedroom
(2) 40
x
50
ALSH
3/16"
Thick
Entry
16
x 60
ALFG
3/16"
Thick
Living
40
x 60
ALSL
3/16"
Thick
80
x 80
SGD
3/16"
Thick
Master Bedroom (2)
50
x 60
ALSL
3/16"
Thick
Bedroom 2
50
x 50
ALSL
3/16"
Thick
Living 40
x 60
ALSL
3/16"
Thick
80
x 80
SGD
3/16"
Thick
Master Bedroom (2) 50
x 60
ALSL
3/16"
Thick
Bedroom 2 50
x 50
ALSL
3/16"
Thick
* Window Designation: ALFG = Aluminium Frame Fixed Glass
ALSL = Aluminium Frame Slider
ALSH = Aluminium Frame Single Hung
SGD = Sliding Glass Door with Tempered Glass
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TABLE I
GLAZING SCHEDULE
(concluded)
Unit Room Window Size/Type* Specifications
PLAN C-1 6 C-2
PLAN C-3
Living
50
x
60
ALSL
30
x
30
ALFG
50
x
60
Greenhse
Dining
60
x
80
SGD
Kitchen
30
x
36
ALSL
Master Bedroom 1
60
x
50
ALSH
50
x
60
ALSL
Master Bathroom 1
50
x
36
ALFG
Master Bedroom 2 (2)
40
x
40
ALSL
Den/Bedroom 3
40
x
40
ALSL
3/16" Thick
3/16" Thick
3/16" Thick
3/16" Thick
3/32" Thick
3/16" Thick
3/16" Thick
3/32" Thick
3/16" Thick
3/32" Thick
Living
50
x
60
ALSL
3/16"
Thick
30
x
30
ALFG
3/16"
Thick
50
x
60
Greenhse
3/16"
Thick
Dining
60
x
80
SGD
3/16"
Thick
Kitchen
30
x
36
ALSL
3/32"
Thick
Master Bedroom 1
60
x
50
ALSH
3/16"
Thick
50
x
60
ALSL
3/16"
Thick
20
x
50
ALSL
3/16"
Thick
30
x
50
ALSL
3/16"
Thick
Master Bathroom 1
50
x
36
ALFG
3/32"
Thick
Master Bedroom 2 (2)
40
x
40
ALSL
3/16"
Thick
Den/Bedroom 3
40
x
40
ALSL
3/32"
Thick
Stairwell (2)
40
x
40
ALSL
3/32"
Thick
Service room
20
x
40
ALSL
3/32"
Thick
* Window Designation: ALFG
ALSL
= Aluminium Frame
= Aluminium Frame
Fixed Glass
Slider
ALSH
= Aluminium Frame
Single Hung
SGD
= Sliding Glass Door with Tempered Glass
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FIGURE 1: Proposed Site Development Showing Buildings Numbers
For Each Building
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SUMMARY OF RECOMMENDATIONS
Ventilation Specifications
Since windows and doors must be closed in the residential units of this
development to meet the requirements for average interior noise levels
from intruding exterior noise sources, mechanical ventilation must be
provided, as described in the Appendix I, to meet the requirements of
the Uniform Building Code.
Roof Specifications
The roof must be solid sheathed with 1/2" thick plywood (not space
sheathed). To exclude exterior noise in areas with attic space, R-11
glass or mineral fiber blanket insulation is necessary in the attic
space with 1/2" or 5/8" gypsum wall board ceiling at the interior of the
room below. An asphalt shingle roof will be provided at the exterior
for sloping areas and a built-up composition roof for flat areas. In
vaulted ceiling areas the insulation must be R-30 glass or mineral
fiber.
Exterior Wall Specifications
There is one exterior wall construction to be ued for all habitable
rooms with exterior walls as follows: 7/8" thick stucco veneer; vapor
barrier; 2" x4" wood studs with R-11 glass or mineral fiber insulations
and, 1/2" or 5/8" gypsum wallboard at the interiors.
Noise Barrier Specifications
Building mass screening and terrain effects for the three roadways
yields sufficient attenuation to reduce the noise levels in the
recreation area to below 65 dB CNEL as required by the City of Newport
Beach. Private outdoor living space in first floor patios would also
receive similar screening effects and therefore may be expected to be
below 65 dB CNEL. The majority of the upstairs balconies (within the
realm of prediction accuracy +3 dB) would be expected to be in
compliance with the City's 65 dB criterion (see Table V in the
Mitigation Measures section). Therefore, to promote architectural
uniformity (see Mitigation Measures), no balcony edge barriers have been
prescribed.
A.I.int.
A5/604R
' SUMMARY OF RECOMMENDATIONS
Separation Assembly Specifications
Party Wall Details
There are two sound -rated party wall separation assemblies that may be
used between the units, a two-hour division wall and a one -hour division
wall. The wall construction for the two-hour division wall will be as
Ifollows:
Two alternating layers of 1/2" or 5/8" gypsum wall board; 2" x
4" wood studs, 16" on center on a 2" x 4' plate; one layer of
R-11 mineral fiber or fiberglass insulation in the stud
spaces; 2" airspace; 2" x 4" wood studs on a 2" x 4" plate,
16" on center, staggered from the first set of studs; and, two
alternating layers of 1/2" or 5/8" gypsum wall board, Figure
2.
The wall construction for the one -hour division wall will be as follows:
One layer
of 1/2" or 5/8"
gypsum wall board; 2" x 4"
wood
studs, 16"
on center on a 2" x
4" plate;
airspace; 2"
x 4"
wood studs
on a 2" x 4" plate,
16" on center,
staggered
from
the first
set of studs; one
layer of R-11
mineral fiber
or
'
fiberglass
insulation in the
stud spaces;
2" and one
layer
of 1/2" or
5/8" gypsum wall board,
Figure 3.
Floor -Ceiling Details
For stacked units, there are two -sound -rated floor -ceiling assemblies
that may be used to separate individual units: one for conventional
height ceiling areas;* and one for soffited ceiling areas. The
floor -ceiling separation assembly to be used in those second floor rooms
which will be of conventional ceiling height consists of:
1-1/2" lightweight concrete; 5/8" plywood; a 10" space
occupied by 2" x 10" floor joists and R-11 glass or mineral
fiber insulation; resilient channels screwed to the joist
bottoms; and, 1/2" or 5/8" gypsum wall board screwed to the
resilient channel. Figures 4 and 5 show the assembly with and
without carpet.
In the uncarpeted areas of each unit, resilient flooring (i.e.,
cushioned vinyl sheet goods)** must be used. Where soffited ceiling
areas are used in the common floor -ceiling construction between units,
the planned construction described above will incorporate the ceiling
board suspended on separate clearspan ceiling joists which are not
attached to the floor joist bottoms above. Figures 6 and 7 show the
assembly with and without carpet.
* The floor ceiling assembly for dwelling units over garages will be
the same as the conventional height ceiling areas, incorporating either
gypsum wall board ceilings or alternatively 7/8" stucco ceilings.
** Cushioned vinyl-congolium, Armstrong's Castillion or equivalent; see
page 11: Floor -Ceiling IIC.
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A5/604R
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R-1:
2" x 4" wood
ioard
FIGURE 2: Two -Hour Sound -Rated Division Wall Cross Section;
Double Plate Staggered Stud/2 Inch Airspace
Configuration. A.I.int•
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R-11 Insulation
FHA Carpet and 3/8" to 1/2" Rebond Carpet Pad
2" X 10" Joists
1-1/2" Light Concrete
5/8" plywood subfloor
r
RC1 Resilient
Channels 5/8" Gyps= Board
FIGURE 4: Sound -Rated Floor Ceiling Assembly
For Conventional Height Ceiling
Areas With Carpet.
A.I.int.
AS
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R-11 insulation
2" x 10" joist
Resilient Flooring Tile or Sheetgoods
channel
1-1/2 " lightweight concrete
5/8" plywood
1/2" gypsum board
FIGURE 5: Sound -Rated Floor Ceiling Assembiy
For Conventional Height Ceiling
Areas Without Carpet.
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R-11 Insulation
L 8 iv
Floor Joists
FHA Carpet and 3/8" to 1/2" Rebond Carpet Pad
Wallboard
1-1/2" Light Concrete
5/8" Plywood Subfloor
Separate Clearspan
Ceiling Joists
FIGURE 6: Sound —Rated Floor Ceiling Assembly For
Soffited Ceiling Areas With Carpet
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- 291 x 1011_-'�
Floor Joists
b.-11 insu)azio..
C Resilient Flooring Tile or Sheetgoods
1/2" Gypsum
Wallboard
1-1/2 " liehtweieh: concrete
p)vwoD_
Separate Clearspan
Ceiling Joists
FIGURE 7: Sound -Rated Floor -Ceiling Assembly For
Soffited Ceiling Areas Without Carpet
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1 SUMMARY OF
Construction Precautions
1 The acoustical requirements are relatively stringent and may only be met
by exercising good craftsmanship and following certain construction
specifications as detailed in the Appendix. If fire code permits, the
1 use of solid fire stops tying the separate party walls together is no
recommended since such practice voids the acoustical performance of the
separation assembly. It is recommended to not install plumbing or
electrical conduits, fixtures or raceways in or on the common wall.
However, Appendix covers the best way to do so if necessary. To keep
water —pipe flow noise intrusion to a minimum it is recommended to use
separate water meters, with water lines for one tenant not passing
1 through an adjoining unit°s walls, slab or ceiling space. All water
lines must be isolated from framing members with commercial plumbing
vibration isolators.
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NOISE CRITERIA
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The State of California (reference 1) and the City of Newport Beach have
established interior noise criteria for the development of new
multi -family residential housing in order to protect the health and
welfare of the residents, with an adequate margin of safety.
Specifically, it is required that: 1) the inside of any dwelling units
(i.e., the interior living space) be protected from the intrusion of
exterior (outdoor) noise so that the levels from those sources do not
exceed a Community Noise Equivalent Level (CNEL) of 45 decibels (45 dB);
2) all wall and floor -ceiling assemblies separating dwelling units must
provide an airborne sound insulation equal to that required to meet a
Sound Transmission Class (STC) of 50 (45 if field tested) as defined in
UBC Standard 35-1; and 3) all floor -ceiling assemblies between separate
units must provide impact sound insulation equal to that required to
meet an Impact Insulation Class (IIC) of 50 (45 if field tested) as
defined in UBC Standard 35-2. The City of Newport Beach also requires
that outdoor noise levels in primary outdoor living space areas such as
private balconies and patios (where other, private outdoor living space
is not available) be limited to 65 dB CNEL.
OUTDOOR NOISE
Designed interior noise levels for residential development are dependent
on (i.e., influenced by) the outdoor noise levels impacting the dwelling
units' exterior building shell. According to standard acoustical
engineering procedure, noise levels were determined for the site by
means of, calculations, and data analysis to obtain the acoustical
loading imposed on the exterior shell of each habitable room of the
residential units.
FUTURE YEAR'S E%TERIOR NOISE LEVELS
Aircraft Noise Levels
The site of the proposed development, near the John Wayne Airport,
Figure 8, is within the future years aircraft noise impact zone of the
John Wayne Airport. A recent preliminary acoustical report for this
development area* states, "Several daily limits for commercial jet
options were considered as part of the EIR for the Master Plan of the
John Wayne Airport. The 73 commercial jet operations per day result in
the highest noise levels for the project site, and therefore were used
as a worst case analysis in this report. A logarithmic relationship
(exists) between the flight track and the existing 60 and 65 CNEL
contours. This relationship and the 65 CNEL contour for the 73 flight
per day option were used to project aircraft noise contours for the
site. The aircraft noise levels projected for the site range from
approximately 60.5 CNEL to 64 CNEL. The resulting contours are
presented in Figure 9.
* Mestre Greve Report #85-9-3-22-lb.
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FIGURE 8: Site Location Hap
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FUTURE YEAR'S EXTERIOR NOISE LEVELS
Roadway Noise Levels
The major future roadway noise impact on the proposed development is
from the Corona del Mar Freeway, Bristol Street, and Jamboree Road. The
relationship between the site and the roadways is shown in the site
location map, Figure 8. Traffic enfineering projections indicate that
161000 vehicles per day average daily traffic (ADT) may use the Corona
del Mar Freeway in future years; 38400 (ADT) for Bristol Street
(Southbound) and 79900 for Jamboree Road. Current traffic levels are
' estimated to be 32400 ADT for Bristol (Southbound) and 52000 ADT for
Jamboree Road, adjacent to the propodes development site. The
percentage of trucks using Jamboree Road and Bristol were assumed to be:
1.84% mediom trucks and 0.74% heavy trucks. On the Corona del Mar
Freeway it was estimated that there would be 3.0% medium trucks and 2.0%
heavt trucks. Speeds for the roadways were projected to be 55 mph for
the Corona del Mar Freeway, 50 mph for Jamboree Road and 45 mph for
Bristol Street.*
' Using the Federal Highway Administration's Highway Noise Prediction
Mode, documented in report FHWA-RD-77-108, noise impact contour
distances were calculated for future years traffic flow of 161000 ADT on
Corona del Mar Freeway, 38400 on Bristol Street (Southbound) and 79900
on Jamboree Road, as shown in Table II.
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Composite Impacts
The future years noise environment will be a composite of both aircraft
noise levels and traffic noise levels. Since aircraft noise impacts
come from overhead, there is little effect of ground absorption on the
aircraft noise level experienced at any given location in the proposal
development. However, ground absorption effects on roadway traffic
noise, as illustrated in Table II, have a prominent effect on the noise
levels experienced near and above the ground. Therefore, to properly
illustrate the composite (i.e., the sum of aircraft and roadway noise)
noise environment, two separate noise contour sets have been developed
and plotted on the development site plans to show first and second floor
environments, Figure 10 and 11. The CNEL for the facade of the proposed
development nearest Bristol Street and Jamboree Road would be 69.0 dB
CNEL for second floor units and 65.5 dB CNEL for first floor units.
Figure 12 shows the spectral characteristics of traffic passby noise
typically impacting the site. Based on the proposed site plan displayed
in Figures 10 and 11, the future year's composite noise environment for
each unit was calculated to determine the necessary buildingshell
attenuation to meet the interior noise standards.
* Mestre Greve Report #85-9-3-22-lb
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TABLE II
Calculated Future Unshielded Roadway Noise Contour
Distances
Distance
From Roadway Centerline
To CNEL
Impact Contour (Feet).
Distance to CNEL Contour in
feet
70 dB 65 dB 60 dB
57 dB
First Floor
Corona del Mar
Freeway
210.0 447.0 960.0
1521.0
Bristol St. (S.
Bound)
74.0 155.0 333.0
528.0
Jamboree Road
146.0 303.0 648.0
1026.0
tSecond
Floor
Corona del Mar
Freeway
560.0 1767.0 5587.0
11148.0
361.0 1141.0
2277.0
Bristol St. (S.
Bound)
115.0
Jamboree Road
312.0 979.0 3093.0
6171.0
A. J*&
A5 / 604R
I
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FIGURS
A5/604R
21
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iII
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' FIGURE
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A5/604R
E
U
a
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ID d8
--- « o
0
0
m
V
1
w�
W
1
a
a
r�
m
■
a
34
Ad
o
LO
•a
C
w
m
-m
U
O
1
PAP)
OCTAVE PASS BANDS IN HEFM
ioo IDDO
FREQUENCY IN HERTZ
FIGURE 12: Relative Motor Vehicle Noise Spectra
Curve 1: Average unweighted motor vehicle noise
level spectrum, cutside. Curve shows
relative contriburion to overall level
from each octave band.
Curve 2: Exterior motor vehicle noise level
adjusted for A -weighting. (Curve
1-A weighted).
A.IJ&
IA5/604R 23
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11
I
11
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I
MITIGATION MEASURES
Outdoor Impacts
There are two (2) factors which will cause the noise levels to be
mitigated below the inshielded noise impact levels shown in the
preceeding section: ground absorption effects for first floor locations
and self screening by the on -site condominium buildings. An extensive
set of calculations was performed to determine the net noise impact at
each building facade to 'support a determination of the primary outdoor
living space (patio and balcony) and interior noise levels for each
proposed dwelling unit and the design/prescription of barriers and
building shell mitigation measures to meet the State of California
interior noise criteria as well as the interior and outdoor noise
criteria of the City of Newport Beach. Table III shows the composite
worst case noise impact for each proposed buildings based upon future
years traffic flow rates, ground absorption effects for first floor
locations, building sh-ielding, for first floors and above for the three
(3) roadway noise sources considered and the effects of aircraft
traffic.
Calculation of the potential noise impacts show that the exterior
(outdoor) noise levels on portions of the porperty, will exceed the City
primary outdoor living space noise guidelines and could also require
minor building upgrades to obtain noise attenuation greater than that
found in standard residential construction to meet the interior noise
criteria required by both City and State guidelines. in a practical
sense, there are only two options available to reduce the impact of
traffic noise on the outdoor living space residential areas: move the
units/uses; and/or, provide acoustical shielding between the roadway and
the outdoor areas of importance. The options exercised to reach
acceptable noise levels must be chosen during the planning stages, based
upon aesthetics, economics. and the physical parameters of the property
which relate to noise, i.e., topography distance from potential noise
sources, etc. Because the unshielded noise impacts are not far above
acceptable levels, the use of barriers and building mass screening
effects were examined to determine the potential shielding losses.
The composite noise impacts for each building facade have been
determined for balcony heights on each building. The results of these
calculations are shown in Table IV. Examination of these impacts shows
two facts: aircraft noise (which could not be shielded on an open
balcony) is a major contributor to the outdoor noise impact; and, the
majority of the balconies would be at or near 65 dB CNEL.* The aircraft
noise impacts for this report have been predicated on the worst case
presented in the County of Orange's John Wayne Airport Master Plan EIR
and may, in practice, not reach the County's predicted level.
Notwithstanding the foregoing, calculations were performed to examine
the barrier heights that would be required to reduce traffic noise
enough to result in a composite impact below 65 dB CNEL. Appendix II
shows she computer run data base for balcony edge barrier calculations.
If affected balconies were to be mitigated, 6.0-foot high transparent
(glass or plexiglass weighing at least 3.5 pounds per square foot)
shielding above the standard 42-inch high balcony barrier would be
required, and the lower portions of the barrier (i.e.,, below 42-inch
height would have to be a solid material, with no openings and also
weigh at least 3.5 pounds per square foot. It should be noted that use
of balcony edge barriers on this project may result in a lack of
architectural continuity (as expressed by representatives of the J.M.
Peters Company on 8 January 1986).
* Within the realm of computational accuracy for future
years of +3 dB.
Alint.
A5/604R
24
TABLE III
Cumulative* Future Years Noise Impacts By Building Location
Building
Number
Noise Impact, dB CNEL
First Floor Second Floor
1
65.5
69.3
2
65.0
68.4
3
65.0
68.8
4
64.5
66.5
5
64.1
65.4
6
64.1
67.8
7
64.0
64.0
8
64.0
66.1
9
63.5
64.9
10
63.5
64.4
11
63.5
67.1
4
12
63.5
67.7
* Consists of roadway traffic and aircraft noise
W, nt.
A5/604R 25
TABLE IV
Future Years Second Floor Height Balcony Noise Impacts
Building
Number
Facade
Roadway Noise
Levels,
dB CNEL
Aircraft
Levels,
dB CNEL
Composite
Levels,
dB CNEL
1
N
68.0
63.5
69.3
S
63.7
63.5
66.6
E
67.4
63.5
68.9
W
64.6
63.5
67.1
2
N
60.2
63.4
65.1
S
58.1
63.4
64.5
E
58.1
63.4
64.5
W
66.8
63.4
68.4
3
N
62.5
63.3
65.8
S,
62.5
63.3
65.8
E
66.8
63.3
68.8
W
60.2
63.3
65.1
4
N
59.4
63.1
65.1
S
61.8
63.1
65.5
E
61.8
63.1
65.5
W
63.9
63.1
66.5
5
N
61.6
63.0
65.4
S
58.9
63.0
64.4
E
61.6
63.0
65.4
W
59.7
63.0
65.4
6
N
63.4
62.8
66.3
S
62.6
62.8
65.7
E
66.1
62.8
67.8
W
A.I.int.
A5/604R 26
TABLE Iv
(concluded)
Future Years Second Floor Height Balcony Noise Impacts
Roadway Noise
Aircraft
Composite
Building
Levels,
Levels,
Levels,
Number
Facade
dB CNEL
dB CNEL
dB CNEL
7
N
58.3
62.7
64.0
S
58.3
62.7
64.0
E
58.3
62.7
64,0
W
58.3
62.7
64.0
8
N
63.8
62.4
66.1
S
58.8
62.4
64.0
E
62.6
62.4
65.5
W
58.8
62.4
64.0
9
N
60.9
62.8
64.9
S
60.9
62.8
64.9
E
58.1
62.8
64.1
W
60.9
62.8
64.9
10
N
55.8
63.2
63.9
S
58.2
63.2
64.4
E
55.8
63.2
63.9
W
55.8
63.2
63.9
11
N
58.6
63.0
58.6
S
62.4
63.0
67.1
E
57.4
63.0
64.2
W
58.6
63.0
58.6
12
N
65.8
62.9
67.6
S
65.3
62.9
67.3
E
66.0
62.9
67.7
W
65.8
62.9
66.1
A.I.int.
A5/604R
MITIGATION MEASURES
II
fI.
It
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Interior Noise Levels
The interior noise levels were determined for all rooms with exterior
walls using the average exterior sound levels determined previously and
the characteristics of the various components of the walls. The
octave -band quieting (i.e., transmission loss) that the exterior walls
are expected to provede was determined waing a variation of the "Mass
Law Calculation."* This calculation takes into account the noise
reduction deficiencies imposed by low frequency wall resonance, high
frequency coincidence dip, and structure -borne flanking paths. This
method approximates the octave -band noise reduction provided by
multi -panel walls (reference 2'). The noise reduction expected from
typically -installed entry doors, windows, and sliding glass doors was
determined using actual field test data from previous work (reference
3), National Bureau of Standards data (reference 4), and data provided
by the various manufacturers of windows and frames.
The attenuation of the exterior walls, although heavily influenced by
the door/window losses,** was calculated by means of a computer
program which sums the octave band transmission loss contribution of
each wall component on a logarithmic area -ratio basis using the
relationship:
n n
RC = 10 log101i=O
I Si. I 2 2
T.S.
I i=0
where RC = composite wall transmission loss, decibels
Si = area of ith element of the sound -transmitting
structure, square feet
Ti = nondimensional sound -transmission coefficient.
for the ith elemental area
n = total number of elemental areas
The noise reduction expected from typically installed sliding glass and
entry doors was determined usiing reference 5. Octave band transmission
loss values expected for the windows were determined using the data in
references 6 and 7. The net room wall attenuation calculated for each
unit is shown in Table V for all rooms with exterior door and windows.
The results of this net wall attenuation study show that the windows and
solid core doors as specified in the Summary of Recommendations should
be sufficient to reduce exterior noise to the interior of the 'dwellings
to 45 dB CNEL.***
* On a room -by -room basis using the specified glazing and frames and
7/8" stucco veneer, R-11 insulation and 1/2' gypsum board at the
interior walls.
** Window glazing does not have equivalent sound reduction capabilities
(when compared to typicla wall materials) because it has less mass
per unit area. Therefore, the presence of glazing will degrade the
nes attenuation of a wall in which it is installed by varying
degrees depending upon the ratio of glazing area to wall area, and
the thickness of the glazing used.
*** In all habitable rooms of a dwelling where exterior doors and
windows must be closed to meet the interior noise standards,
mechanical ventilation systems are necessary to meet change of air
requirements. The Uniform Building Code specifies that "such a
system shall be capable of providing two air changes per hour in all
guest rooms dormitories, habitable) rooms, and in public corridors.
Qne-fifth ok the air supply shall be taken from outside.
A.Liont.
26
TABLE V
CALCULATED EXTERIOR BUILDING SHELL SOUND
ISOLATION PERFORMANCE*
Room
Floor
Incident
CNEL, dB**
Transmission
Loss, dB
(see note)
Interior
CNEL, dB**
PLAN A
Entry
2
69.0
24.1
44.9
4
Living
2
69.0
26.3
43.0
Dining
2
69.0
24.7
44.3
S
Master Bedroom
2
69.0
25.0
44.0
Bedroom 2
2
69.0
25.3
43.7
PLAN B-1
Entry
1
65.5
23.0
42 5
Living
1
65.5
22.8
42.7
Kitchen
1
65.5
27.5
38.0
Master Bedroom
1
65.5
21.4
44.1
Bedroom 2
1
65.5
21.8
43.7
PLAN B-2
Living
2
69.0
25.3
43.7
Master Bedroom
2
69.0
25.0
44.0
§
Bedroom 2
2
69 0
25.0
44.0
4
PLAN C 1-2
Entry
1
65.5
23.0
42.5
Living
1
65.5
22.9
42.6
Dining
1
65.5
23.5
42.0
Kitchen
1
65.5
22.8
42.7
Den/Bedrrom 3
1
65.5
20.6
44.9
Master Bedroom
2
69.9
25.4
43.6
5
Master Bath
2
69.9
25.2
43.8
Master Bedroom
2
69.9
24.7
44.3
5
PLAN C 1-2
Entry
1
65.5
23.0
42.5
Living
1
65.5
23.2
42.3
Dining
1
65.5
23.5
42.0
Kitchen
1
65.5
22.8
42.7
Den/Bedrrom 3
1
65.5
20.6
44.9
Master Bedroom
2
69.9
24.8
44.2
5
Master Bath
2
69.9
25.2
43.8
Master Bedroom
2
69.9
24.7
44.3
4
Stairwell
65.5
22.6
42.9
* Interior Noise Reduction Requires Carpet, Pad, and Drapes Except In
Kitchen And Baths.
** Worst Case Designed Noise Exposure. 4 Indicates upgraded glazing. Ali• nt •
A5/604R 29
SEPARATION ASSEMBLIES
Party Wall Assemblies
There are two sound -rated party wall separation assemblies that are
recommended for use between the units. The two-hour sound -rated
division wall is constructed as follows:
Two layers of 1/2" or 5/8" gypsum wall board; 2"x 4" wood
studs, 16" on center on a 2" x 4" plate; one layer of R-11
mineral fiber or fiberglass insulation; 2 inch airspace; 2" x
4" wood studs on a 2" x 4" plate, 16" on center; staggered
from the first set of studs; and two layers of 1/2" or 5/8"
gypsum wall board. Independent laboratory test results yield
an STC rating of 58 to 62 (references 8 and 9) for this
assembly with 5/8 gypsum board and 63 with 1/2 inch gypsum
board (reference 10). With a stud and plate size of 2" x 3"
on each side of the wall, an STC rating of 59 (reference 11)
was also measured.
The one -hour sound -rated wall is constructed as follows:
One layer 1/2" or 5/8" gypsum wall board; 2" x 4" wood studs,
16" on center; one layer of R-11 mineral fiber or fiberglass
insulation; 2" dead air space; 2" x 4" wood studs, 16" on
center, staggered from the adjacent wall; one layer of R-11
mineral fiber or fiberglass insulation; and, one layer of 1/2"
or 5/8" gypsum wall board. The 1/3 octave band transmission
' loss was calculated for this party wall using a variation of
the "Mass Law Calculation". The results of this calculation
indicate an STC of 57 (reference 12) and 59 (reference 13)
have been found for party walls with this construction.
Floor -Ceiling Assembly - STC
The floor -ceiling separation assemblies to be used in those second floor
rooms which will have standard ceiling heights below them consist of:
1 1/2" lightweight concrete; 5/8" plywood; a 10" space
occupied by a 2" x 10" floor joists and R-11 glass or mineral
fiber insulation; resilient channels; and, 1/2" or 5/8" gypsum
wall board screwed to the resilient channel. The floor
covering may be either carpeting or resilient sheet -goods.
The 1/3 octave band transmission loss expected for this floor -ceiling
I separation assembly has been calculated. The results of this 1/3 octave
band calculation indicate that the common floor -ceiling, surfaced with
resilient flooring which separates individual dwelling units, will
supply an expected STC of 59. '
This determination is in close agreement with the measured Sound
Transmission Class of 60 listed for a similar floor -ceiling construction
(reference 17). Two measurements of 58 STC are also reported for this
interface (references 18 and 19). It should be noted that in the areas
with the soffited ceilings below, where clearspan ceiling joists are
used, supported only at the walls, the STC performance will meet or
exceed the resilient channel ceiling mount configuration.
The calculation and comparisons with tested results demonstrates that
the common floor -ceiling between units with carpet and pad or resilient
sheet goods floor treatment is expected to adequately meet the 50 STC
requirement found in the California Noise Insulation Standards.
A.I.Int.
A5/604R 30
SEPARATION ASSEMBLIES
I1
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Floor -Ceiling Assembly - STC (Continued)
In the uncarpeted areas lower units resilient flooring must be used.
Where resilient flooring is used in the common floor -ceiling constuction
between units, the planned construction described above must have the
ceiling board suspended on resilient channels away from the joist
bottoms or use separate clear span ceiling joists.
Floor -Ceiling - IIC
Impact Isolation Class (IIC) references the ability of a particular
construction to reduce noise of foot traffic and similar impact on the
flooring above from transmitting sound into the living unit below. A
minimum IIC performance of 50 is required. Accordingly, the common
flor-ceiling planned between the first and second floor Units has been
evaluated to determine the degree of impact isolation it provides.
The expected IIC for the floor -ceiling assembly between first and second
level units has been detemined by comparing it to similar constructions
for which the IIC has been measured and published. Before comparison,
it is noted that the addition of a carpet and padding to almost any
floor -ceiling assembly will greatly increase the IIC value. Therefore,
evaluation of the carpeted and uncarpeted areas is made separately.
It is assumed that all units will be carpeted throughout except for
bathrooms and kitchens. A similar floor -ceiling construction with
minimum 44 ounce per square yard carpet and 40 ounce per square yard pad
was found to have an IIC of 67 (reference 19). An IIC of 73 was
measured for an equivalent interface with 20 ounce per square yard
carpet and 40 ounce per square yard pad (reference 17). An IIC of 74 is
also listed with generic carpet and pad floor -coverings (reference 18).
The above comparisons demonstrate that the carpeted areas of the common
floor -ceiling will have an expected IIC of between 50 and 64..
Therefore, the carpeted floor -ceiling assembly is anticipated to easily
meet the minimum IIC value of 50 stipulated in the California Noise
Insulation Standards.
In the bathroom or kitchen areas of each dwelling unit if carpeting is
not used, cushioned vinyl flooring material must be installed, such as
Congoleum, Armstrong's cushiond vinyl or equivalent. An IIC of 51 was
measured for Congoleum Corporation cushioned vinyl (reference 20). The
following Armstrong products all meet the minimum IIC standards
(reference 21):
Covering
Castilian Cushioned Vinyl
Tredway Cushioned Vinyl (Edge glued)
Cambray Cushioned Vinyl
Sundial Solarian Cushioned Vinyl
Premier Sundial Solarian Cushioned Vinyl
IIC Rating
56
57
54
55
57
A.I.int.
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A5/604R
CONCLUSION
In conclusion, the requirements of the California 'Noise Insulation
Standards for party wall separation assemblies in multi -family dwellings
are expected to be met if the common walls are constructed as described
herein and appropriate good workmanship is used in following the
precautions and specifications during assembly.
Unless the noise -control features described in this report are
incorporated in the construction of the proposed residential dwelling
units,' the long-term average Community Noise Equivalent Level is
expected to exceed 45 dB. Therefore, to conform with the requirements
of the State of California for interior noise levels in the multi -family
dwellings, it is necessary that all the noise -control features described
herein be carefully incorporated during construction. It is recommended
that all the nise control specifications in the Summary of
Recommendations and Appendix I be attached to all bid sets of plans for
subcontractors. Regular control must be made at framing, rough
plumbing/electrical and insulation stages. These inspections must be
made by the developer or by the acoustical consultat to assurte proper
product assembly.
Additionaly the City of Newport Beach primary outdoor living space
limitation of 65 dB CNEL for balcony areas may only be met for certain
areas with individual patio and balcony edge barriers. However, due to
the high level of aircraft noise, and the variability of flight paths,
schedules, the inncertainty of both aircraft and roadway traffic
forecasting, and the reverberance effects between the individual
buildings, considerable variation in the outdoor patio/balcony noise
environment is expected. This variation may be in the realm of
plus/minus 4.0 dB CNEL from target design levels.
It should be noted, that, where specified, glazing thickness and types
are determined only for noise control purposes and in no way should be
construed as an endorsement for fire codes, safety ratings or any other
regulations. Further, where mentioned, the fire ratings or structural
characteristics of acoustically recommended separation assemblies are
neither endorsed nor certified. Moreover, the suitability suggested by
the name or reference does not in any way constitute a recommendation
for structural or fire code.
A.I.int.
A5/604R 32
REFERENCES
1.
California Administrative Code, Title 25, Chapter 1, Subchapter
Article 4, Section 1092, "Noise Insulation Standards".
2.
Harris, Cyril M., Handbook of Noise Control, McGraw-Hill Book
Company, San Francisco, 1957, p. 22-6 through 22-10.
3.
BioAcoustical Engineering Corporation, Report 75/297, Noise
Attenuation of Series 501/502 Window Combinations, prepare or
'
A or Hi ite Building Products.
4.
Acoustical and Thermal Performance of Exterior Residential Wall,
Doors, and Windows, National Bureau of Standards, November 1975.
5.
Sabine, H.J., et. al., Acoustical and Thermal Performance of
Exterior Residential Walls, Doors, and Windows, NBS-Building
Science'Ser3.es U.S. Department ot Commerce, Nat3.onal Bureau of
,
Standards Page 140 and 141, Test Number W-90-71, and Pages 144 and
145, Test Number W-16-72.
6.
J.J. Van Houten and Associates, 6 April 1976, Sound Transmission
Loss Test Number 382-76 (7).
7.
Western Electro-Acoustical Laboratories, Inc., 17 February 1977,
Sound Transmission Test Number 77-120.
8.
National Gypsum Co. Standard Transmission Class Test NGC 3056,
1970, Gypsum Association.
9.
Owens/Corning Fiberglass, Standard Transmission Class Test OCF
W-40-69, 1969, Owens/Corning Fiberglass.
10.
Geiger And Hamme, Standard Transmission Class Test OC-14FC, 1973,
Owens/Corning Fiberglass.
11.
Riverbank Acoustical Labs. Standard Transmission Class Test TL
71-255, 1971, U.S. Dept. Of Agriculture.
12.
Riverbank Acoustical Labs. Standard Transmission Class Test TL
75-83, 1975. U.S. Dept Of Agriculture.
13.
Owens/Corning Fiberglass, Standard Transmission Class Test OCF
W-28-69, 1969, Owens/Corning Fiberglass
14.
Departmet of Building and Safety, City of Los Angeles, August
1974; Research Report #23924, Test #7840-101.
15.
Riverbank Acoustical Laboratories, Test Number RAL CCA-15MT.
16.
Heebrink T.S., and J.B. Grantham, "Field/Laboratory STC Ratings of
Wood -Framed Partitions: Sound and Vibrations, October 1971, Page
16, Test Reference USDA-2ST-G&H.
17.
Geiger And Hamme. Standard Transmission Tests CCA-14MT and
CCA-15MT, 1972, Cellular Concret aAssn.
18.
Owens/Corning Fiberglass, Noise Control In Residential
Construction, Publication I-BL-6066E, Page 23, January 1980.
19.
Geiger and Hamme, Standard Transmission Class Test USDA-2ST, 1970,
U.S. Dept. Of Agriculture.
20.
Cedar Knolls Acoustical Labs. Standard Transmission Class Test
#7711.12, 1977, Congoleum Corp.
21.
Department of Building and Safety, City of Los Angeles, Research
Report #24039, March 1983.
I
33
1
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1
1
1
1
1
1
i
1
1
1
1
I
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A P P E N D I X I
Alint.
A5/604R
APPENDIX
34
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Caulking Specifications
For perimeter cracks, the entire perimeter of the party wall where it
meets the floor, ceiling, and side walls should be caulked. The
caulking should be applied along the party wall perimeter on both
sides. Caulking is also necessary between the plates and slab of each
party wall. A resilient, non -hardening compound should be used.
Resilient products resist cracking from aging or wall stress. The
elimination of airborne noise leakage is equally as critical as
solidborne noise control. A crack which represents only one or two
percent open area in the total wall surface will transmit a large
percentage of the noise energy incident upon the wall.
Another common flanking path that reduces the party wall acoustical
integrity occurs. at the.point where showers or tubs are installed.
Often the drywall is installed just to the shower or tub top and not
extended behind it. For proper acoustical isolation, the planned party
wall must reach from ceiling plate to floor plate at all points along
the common interface.
Plumbing Specifications
Although the California Noise Insulation Standards are not specific
with regard to the attenuation of noise enerated by the use of
plumbing within the party walls or floo4ceilings impacting another
tenant in an adjoining unit, the limitation of plumbing noise is within
the intent of the Standards and is of concern to the Building
Departments in many cities.
'
The following general guidelines
provide the plumbing contractor some
flexibility by permitting the
use of common
plumbing hardware or
installation techniques. The
guidelines also
apply to two-story
structures where plumbing servicing
interior or exterior walls of
an upper unit is installed in
a lower unit, in party walls, floor
ceiling separation assemblies and
within two stud
bays or 32 inches of a
separation assembly.
J
1
1. All hot and cold water supply lines should be isolated from the
framing members with 1/4 inch thick collars of felt, carpet, or
equivalent soft material at the points of attachment. Commercial
products like the Nieco Pipe Isolator (1/4 inch thick felt bonded to
an alumimum strip) or "Acosto Plumb" plastic isolators manufactured
by Specialty Products Company may also be used. Hard
plastic/nylon pipe mounts with internal fins or ridges are not
acceptable. All plumbing in the party walls and common floor
ceilings between separate units, including water valve mounts must
be isolated (see note above about stud bay distances from party
walls/floor-ceilings).
Alint.
A5/604R 35
' Plumbing Specifications
(concluded)
t 2. The cavity surrounding the pipes should be filled with
open-faced fiberglass (or mineral wool) or sprayed with an adhesive
cellulose product such as Celbar or Thermacon. Sprayed -on
' cellulose insulation is potentially effective in reducing the noise
from plumbing because it acts both as a damping material and a sound
absorber.
' 3. Openings in the drywall around a fixture feed line should be cut
oversize to accomodate a 1/4 inch bead of caulking around the feed
line, thereby isolating the pipe from the wall and sealing the
' opening in the drywall.
4. Common supply lines across party walls should not be used.
' S. Second floor waste lines passing through first floor walls or
common separation ceilings must be cast iron, however, if active
(not vent) plastic pipe waste lines are used above the slab, they
should be wrapped with electrical box sealant ("dum dum") pads or
sprayed with an adhesive cellulose product and the stud/joist bay
must be filled with fiberglass or mineral wool open faced
insulation. A plastic waste bend below a toilet in a second -story
unit should be isolated from any positioning blocks with felt or
' carpet padding and should be treated in a manner similar to the
above.
6. In addition to installing drywall behind tubs and showers on
' party walls, the cavity behind the rear surface of these fixtures
should be packed with fiberglass or mineral wool insulation to
reduce the transmission of the sound of falling water. This
' treatment is especially important for fiberglass tubs and showers.
Electrical Specifications
' 1. Only electrical box sealant pad covered outlet boxes will be
permitted in walls and ceiling of sound rated construction. All
other equipment and devices which include recessed fixtures,
' panel -boards, heaters, kitchen exhaust fans, sound producing
equipment, bells, intercoms, etc., shall not be installed in sound
rated walls and ceilings unless prior approval has been obtained
from the acoustical consultant and/or Building Department.
' 2. Outlet boxes may be installed in the sound rated walls or
ceiling as follows:
a) Boxes which penetrate the wall in one area of occupancy shall
not be installed on the same stud bay or in the same space
between studs containing a box which penetrates into another area
of occupancy, i.e., not in the same bay.
' b) There shall be at least one solid stud between outlet boxes.
' c) A solid fire blocking will be considered a solid stud in
order to place one box above the other in the same bay.
I
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Aliont.
A5/604R 36
' Electrical Specifications
(concluded)
t3. Outlet boxes shall have a depth not more than 1 1/2 inches so
as to allow the required 2-inch thickness of compressed insulation
' to be installed in a standard 2"x 4" wall. On walls of deeper
dimensions, boxes of greater depths may be permitted.
4. Conduits or raceways (stubouts) may penetrate the sound -rated
walls or ceilings provided the conduit is caulked at the penetration
point with a permanently resilient sealant.
5. The requirements for outlet boxes installed for television,
telephones, and thermostats (electric or pneumatic) shall be the
same as for receptacles or switches. Plaster rings, open -back
boxes, or mounting plates shall not be permitted. The back of all
outlet boxes shall be sealed with electrical box sealing pads ("dum
' dum" pads).
Exterior Building Shell and Ventilation Specifications
' To insure that a CNEL of no more than 45 dB is maintained within each
dwelling, it is important to reduce all unnecessary
' interior -to -exterior air leaks. The seals around the doors and windows
should be as air -tight as possible. The walls must not permit
appreciable air flow from outside the units to their interior.
Excessive air leaks will greatly reduce the net noise reduction that
' the walls, doors, and windows can provide. Normal care in reducing the
paths of efficient noise transmission will insure the 45 dB CNEL limit
is not exceeded.
Ventilation and acoustical requirements may both be achieved by using a
"summer switch" on the forced air heating/cooling units for each
dwelling.* The "summer switch" permits fan operation to recirculate
inside air independent of the heating and/or cooling functions. The
"summer switch" is suggested as a simple, low cost means of providing
inside ventilation without exterior noise intrusion. However, other
methods which yield proper ventilation without reducing the exterior
dwelling surface acoustical integrity are equally acceptable. The
' County of Orange requires an outside fresh air intake of
fiberglass -lined duct at least 6 feet long (John Manville Microaire or
equivalent) incorporating at least one 90 degree bend.
Sound intrusion through kitchen and bathroom exhaust ducts must also be
controlled. For kitchen range hood exhaust, a recirculating fan with
charcoal filter may be used to avoid outside venting. Alternatively,
the vent pipe may incorporate one sharp 90 degree bend and a self
closing backdraft damper to control outside noise intrusion. If a
backdraft (butterfly) damper is used, it must provide a good seal with
the duct opening when the fan is off.
If an exhaust fan and outside ducting are used in the bathroom spaces,
the vent pipe should have approximately five feet of flexible
sound -absorbing fiberglass ducting inserted between the fan and
' exterior exit.
' * In all habitable rooms of a dwelling where exterior doors and windows
must be closed to meet the interior noise standards, mechanical
ventilation systems are necessary to meet change of air requirements.
The Uniform Building Code specifies that such a system shall be capable
t of providing two air chances per hour in all guest rooms dormitories,
habitable rooms and public corridors. One fifth of the air supply
shall be taken from outside".
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A5/604R
37
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General Specifications
1. The acoustical annoyance caused by the operation of telephones,
other noisy wall mounted devices, and kitchen sink/counters with
garbage disposers is effectively controlled by locating those units
on a non -common wall. Counter or desk mounted devices may be
substituted for wall mounted styles.
2. An approved permanent and resilient acoustical sealant will be
provided along the joint between the floor and the separation walls.
3. The penetrations into sound -rated partitions or floor -ceiling
assemblies will be sealed with approved permanent resilient
sealant.
4. All rigid conduits, ducts, plumbing pipes, and appliance vents
located in sound assemblies will be isolated from the building
construction by means of resilient sleeves, mounts, or minimum
1/4-inch-thick approved resilient material. (Exception: Gas
piping need not be isolated.)
5. Metal ventilation and conditioned -air ducts located in sound
assemblies will be lined with sound absorbing material. These ducts
may not touch both sides of the party wall/floor-ceiling (i.e.) may
not provide a sound vibration path between separate occupancies.
These ducts must also leave room for at least one layer of R-11 open
face insulation in the cavity in which they are installed (see
number 8 below).
6. Open face (on side) mineral fiber insulation will be installed
in joist spaces whenever a plumbing pipe or duct penetrates a
floor -ceiling assembly or where such a unit passes through the plane
of the floor -ceiling assembly from within a wall.
7. Combustion -air and bathroom exhaust ducts within sound
separation assemblies shall be wrapped with Type "C" insulation.
8. Excessive use of separation assembly internal space for venting
or ducting is to be avoided. A separate chase, soffit, or furred
out area is to be provided to accomodate these mechanical facilities
and the required sound reducing insulation. Where appropriate,
resilient channels shall be added to increase the transmission loss
performance of the assembly degraded by the loss of insulated free
space.
9. Stairways must be isolated from common walls and floor -ceiling
assemblies with acoustical resilient material. Handrails shall not
be attached to common walls if possible.
A.I.int.
A5/604R
0
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Common Wall Construction Precautions
Unless care is taken, secondary or "flanking" paths of noise
transmission will greatly reduce the effective acoustical isolation
between separate dwelling units and between units and public areas.
The following paragraphs describe potential "flanking" paths, and what
may be done to reduce their effects.
Rigid connections between opposite sides of the common wall transmit
acoustical energy and compromise a party wall's noise -reduction
capability. No solid connections should be made between the two sides
of the wall through the R-11 insulation layer. In the absence of this
and other rigid intrawall connections, the solid -borne path of noise
transmission will be unimportant. Although simple in concept, if this
detail is not watched during construction, the noise -control
performance of the party wall maybe severely reduced.
A second major flanking path is airborne noise leakage which results
from a less -than -air -tight seal between separate components of the
party wall. Two common sources of air leakage are back-to-back
electrical outlet boxes and small cracks around the common wall
perimeter. The outlet boxes on opposite sides of the common wall
should be horizontally separated by two to three feet, or at least one
stud bay.
Tubs and showers mounted on floor -ceiling assemblies must be raised on
blocks so that lightweight concrete may be poured beneath them. All
openings beneath tubs and showers must be closed up to prevent open
acoustic paths and to provide support for poured -in flooring material.
All dead spaces beneath fireplaces, stairways, and other closed -in
locations must be poured with lightweight concrete and therefore
require openings in the plate sufficient to freely pass materials.
Active plumbing lines, water and waste, must not touch each other, sheer
panels, gypsum wall or ceiling board, floor membranes, nor sheet metal
vent pipes, fireplace or other combustion pipes, heating/air
conditioning ducts, etc.
A5/604R
39
A P P E N D I X I I
Exterior Noise Environment Barrier
Loss Calculation.
A.I.int.
A5/604R
40
APPENDIX II
Exterior Noise Environment Barrier
Loss Calculations
The planned exterior noise environment on the property is dependent upon
the extensive use of barriers screening the noise from Bristol Street,
Jamboree Road and Corona del Mar Freeway. The final parameters and
results of the barrier analysis study are documented in this appendix.
The acoustical analysis was performed on a lot by lot basis for the
proposed development most heavily exposed to roadway noise from Bristol
Avenue.
'
In the
analysis
several basic assumptions were made: 1) first floor
receivers
were 5
feet high; and second floor receivers on balconies were
5 feet
high; 2)
a ceiling of 18 dB for barrier attenuation1 3) cars,
medium
trucks, and heavy trucks were treated separately with source
heights
of 0, 3,
and 8 feet above the road, respectively; 4) spectral
5)
source
data from
63 Hz to 8 kHz was used; and, a vertical separation
of 9 feet
between
first and second finished floors.
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A.Uht.
A5/604R
41
APPENDIX (Continued)
The following is a description of the terms shown in the data analysis:
Unit No.
= Building number from plans.
Near Lane Dist.
= Distance in feet from building to the
nearest lane of vehicular traffic.
Far Lane Dist.
= Distance in feet from building to the
farthest lane of v6hicular traffic.
Barrier Dist.
= Distance in feet from building to the
noise barrier. ,
Elevation of Road
= Height in feet of road above the
reference.
Building Floor
= Height in feet of finished floor of
first level of building above the
reference.
Barrier Base
= Height in feet of bottom of barrier
above the reference.
Barrier Height
= Height of barrier above its base.
View Angle (FLR)
= Unobstructed angle of view of roadway
for each floor of building.
Correction
= Decibel correction from view angle.
FL
= Floor number.
CR
= Cars.
MT
= Medium Trucks.
HT
= Heavy Trucks.
BLOS
= Height in feet of optical line of sight
from source to receiver above barrier
base.
BLOS—BH
= Height in feet of optical line of sight
from source to receiver above top of
barrier.
BL
= Barrier loss in dB.
ATN. N.
= Attenuated noise level including
angle of view correction.
UNMIT. N.
= Unmitigated noise level, dB.
TOT.
= Cumulative noise level for each floor
including each of the three vehicle
types.
I
A5/604R 42
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1
1
FL
SRC
UNMIT
N.
BLOS
BLOS-BH
BL
ATN N.
TOT
1.
UNIT NO 1
1
CR
55.4
-4.1
-4.1
18.0
37.4
2.
NEAR LANE DIST
1073
1
MT
48.8
-4.0
-4.0
18.0
30.8
3.
FAR LANE DIST
1157
1
HT
49.4
-4.0
-4.0
18.0
31.4*
39.1
4.
BARRIER DIST
2
2
CR
63.3
4.9
4.9
0.0
63.3
5.
ELEVATION ROAD
35
2
MT
56.7
4.9
4.9
0.0
56.7
6.
BUILDING FLOOR
58.8
2
HT
57.2
4.9
4.9
0.0
57.2*
65.0
7.
BARRIER BASE
67.8
8.
BARRIER HEIGHT
0
9.
VIEW ANGLE FLR
1 = 180
FLR
2 =
180 °
CORRECTION 0.0
0.0
FL
SRC
UNMIT
N.
BLOS
BLOS-BH
BL
ATN N.
TOT
1.
UNIT NO 1
1
CR
55.4
-4.1
-9.1
18.0
37.4
2.
NEAR LANE DIST
1073
1
MT
48.8
-4.0
-9.0
18.0
30.8
3.
FAR LANE DIST
1157
1
HT
49.4
-4.0
-9.0
18.0
31.4*
39.1
4.
BARRIER DIST
2
2
CR
63.3
4.9
-0.1
5.1
58.2
5.
ELEVATION ROAD
35
2
MT
56.7
4.9
-0.1
5.1
51.6
6.
BUILDING FLOOR
58.8
2
HT
57.2
4.9
-0.1
5.1
52.1*
59.9
7.
BARRIER BASE
67.8
8.
BARRIER HEIGHT
5
9.
VIEW ANGLE FLR
1 = 180
FLR
2 =
180 °
CORRECTION 0.0
0.0
FL
SRC
UNMIT
N.
BLOS-
BLOS-BH
BL
ATN N.
TOT
1.
UNIT NO 1
1
CR
55.4
-4.1
-9.6
18.0
37.4
2.
NEAR LANE DIST
1073
1
MT
48.8
-4.0
-9.5
18.0
30.8
3.
FAR LANE DIST
1157
1
HT
49.4
-4.0
-9.5
18.0
31.4*
39.1
4.
BARRIER DIST
2
2
CR
63.3
4.9
-0.6
7.7
55.6
5.
ELEVATION ROAD
35
2
MT
56.7
4.9
-0.6
7.6
49.1
6.
BUILDING FLOOR
58.8
2
HT
57.2
4.9
-0.6
7.6
49.6*
57.3
7.
BARRIER BASE
67.8
8.
BARRIER HEIGHT
5.5
9.
VIEW ANGLE FLR
1 = 180
FLR
2 =
180 °
CORRECTION 0.0
0.0
FL
SRC
UNMIT
N.
BLOS
BLOS-BH
BL
ATN N.
TOT
1.
UNIT NO 1
1
CR
55.4
-4.1
-10.1
18.0
37.4
2.
NEAR LANE DIST
1073
1
MT
48.8
-4.0
-10.0
18.0
30.8
3.
FAR LANE DIST
1157
1
HT
49.4
-4.0
-10.0
18.0
31.4*
39.1
4.
BARRIER DIST
2
2
CR
63.3
4.9
-1.1
10.7
-52.6
5.
ELEVATION ROAD
35
2
MT
56.7
4.9
-1.1
10.7
46.0
6.
BUILDING FLOOR
58.8
2
HT
57.2
4.9
-1.1
10.6
46.6*
54.3
7.
BARRIER BASE
67.8
8.
BARRIER HEIGHT
6
9.
VIEW ANGLE FLR
1 = 180
° FLR
2 =
180 °
CORRECTION 0.0
0.0
FL
SRC
UNMIT
N.
BLOS
BLOS-BH
BL
ATN N.
TOT
1.
UNIT NO 2
1
CR
55.1
-4.1
-4.1
18.0
37.1
2.
NEAR LANE DIST
1212
1
MT
48.5
-4.0
-4.0
18.0
30.5
3.
FAR LANE DIST
1296
1
HT
49.1
-4.0
-4.0
18.0
31.1*
38.8
4.
BARRIER DIST
2
2
CR
63.1
4.9
4.9
0.0
63.1
5.
ELEVATION ROAD
31
2
MT
56.5
4.9
4.9
0.0
56.5
6.
BUILDING FLOOR
58.5
2
HT
57.0
4.9
4.9
0.0
57.0*
64.8
7.
BARRIER BASE
67.5
8.
BARRIER HEIGHT
0
9.
VIEW ANGLE FLR
1 = 180
FLR
2 =
180 °
CORRECTION 0.0
0.0
I
A5/604R
43
I
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I
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0
I
FL
SRC
UNMIT
N.
BLOS BLOS-BH BL
ATN N.
TOT
1.
UNIT NO 2
1
CR
55.1
-4.1
-9.1
18.0
37.1
2.
NEAR LANE DIST
1212
1
MT
48.5
-4.0
-9.0
18.0
30.5
3.
FAR LANE DIST
1296
1
HT
49.1
-4.0
-9.0
18.0
31.1*
38.8
4.
BARRIER DIST
2
2
CR
63.1
4.9
-0.1
5.1
58.0
5.
ELEVATION ROAD
31
2
MT
56.5
4.9
-0.1
5.1
51.4
6.
BUILDING FLOOR
58.5
2
HT
57.0
4.9
-0.1
5.1
51.9*
59.7
7.
BARRIER BASE
67.5
8.
BARRIER HEIGHT
5
9.
VIEW ANGLE FIR
1 = 180 °
FIR
2 =
180 °
CORRECTION 0.0
0.0
FL
SRC
UNMIT
N.
BLOS
BLOS-BH
BL
ATN N.
TOT
1.
UNIT NO 2
1
CR
55.1
-4.1
-9.6
18.0
37.1
2.
NEAR LANE DIST
1212
1
MT
48.5
-4.0
-9.5
18.0
30.5
3.
FAR LANE DIST
1296
1
HT
49.1
-4.0
-9.5
18.0
31.1*
38.8
4.
BARRIER DIST
2
2
CR
63.1
4.9
-0.6
7.6
55.5
5.
ELEVATION ROAD
31
2
MT
56.5
4.9
-0.6
7.6
48.9
6.
BUILDING FLOOR
58.5
2
HT
57.0
4.9
-0.6
7.6
49.4*
57.1
7.
BARRIER BASE
67.5
B.
BARRIER HEIGHT
5.5
9.
VIEW ANGLE FLR
1 = 180
FIR
2 =
180 °
CORRECTION 0.0
0.0
FL
SRC
UNMIT
N.
BLOS
BLOS-BH
BL
ATN N.
TOT
1.
UNIT NO 2
1
CR
55.1
-4.1
-10.1
18.0
37.1
2.
NEAR LANE DIST
1212
1
MT
48.5
-4.0
-10.0
18.0
30.5
3.
FAR LANE DIST
1296
1
HT
49.1
-4.0
-10.0
18.0
31.1*
38.8
4.
BARRIER DIST
2
2
CR
63.1
4.9
-1.1
10.7
52.4
5.
ELEVATION ROAD
31
2
MT
56.5
4.9
-1.1
10.7
45.8
6.
BUILDING FLOOR
58.5
2
HT
57.0
4.9
-1.1
10.6
46.4*
54.1
7.
BARRIER BASE
67.5
8.
BARRIER HEIGHT
6
9.
VIEW ANGLE FIR
1 = 180 °
FIR 2 =
180 °
CORRECTION 0.0
0.0
FL
SRC
UNMIT
N.
BLOS
BLOS-BH
BL
ATN N.
TOT
1.
UNIT NO 3
1
CR
55.1
-4.1
-4.1
18.0
37.1
2.
NEAR LANE DIST
1116
1
MT
48.5
-4.1
-4.1
18.0
30.5
3.
FAR LANE DIST
1200
1
HT
49.1
-4.0
-4.0
18.0
31.1*
38.8
4.
BARRIER DIST
2
2
CR
63.1
4.9
4.9
0.0
63.1
5.
ELEVATION ROAD
31
2
MT
56.5
4.9
4.9
0.0
56.5
6.
BUILDING FLOOR
58.5
2
HT
57.0
4.9
4.9
0.0
57.0*
64.8
7.
BARRIER BASE
67.5
8.
BARRIER HEIGHT
0
9.
VIEW ANGLE FIR
1 = 180
FIR 2 =
180 °
CORRECTION 0.0
0.0
1.
UNIT NO 3
1
2.
NEAR LANE DIST
3.
FAR LANE DIST
4.
BARRIER DIST
5.
ELEVATION ROAD
'
6.
BUILDING FLOOR
7.
BARRIER BASE
8.
BARRIER HEIGHT
'
9.
VIEW ANGLE FIR 1
CORRECTION 0.0
FL
SRC
UNMIT N.
BLOS
BLOS-BH
BL
ATN N. TOT
1
CR
55.1
-4.1
-9.1
18.0
37.1
1116
1
MT
48.5
-4.1
-9.1
18.0
30.5
1200
1
HT
49.1
-4.0
-9.0
18.0
31.1* 38.8
2
2
CR
63.1
4.9
-0.1
5.1
58.0
31
2
MT
56.5
4.9
-0.1
5.1
51.4
58.5
2
HT
57.0
4.9
-0.1
5.1
51.9* 59.7
67.5
5
=180
FIR
2=180
°
0.0
1.
A5/604R
44
'
FL
SRC
UNMIT
N.
BLOS
BLOS-BH BL
ATN N.
TOT
1.
UNIT NO 3
1
CR
55.1
-4.1
-9.6
18.0
37.1
2.
NEAR LANE DIST
1116
1
MT
48.5
-4.1
-9.6
18.0
30.5
3.
FAR LANE DIST
1200
1
HT
49.1
-4.0
-9.5
18.0
31.1*
38.8
4.
BARRIER DIST
2
2
CR
63.1
4.9
-0.6
7.7
55.4
5.
ELEVATION ROAD
31
2
MT
56.5
4.9
-0.6
7.7
48.8
6.
BUILDING FLOOR
58.5
2
HT
57.0
4.9
-0.6
7.6
49.4*
57.1
7.
BARRIER BASE
67.5
'
8.
BARRIER HEIGHT
5.5
9.
VIEW ANGLE FLR
1 = 180
° FLR
2 =
180 °
CORRECTION 0.0
0.0
FL
SRC
UNMIT
N.
BLOS
BLOS-BH BL
ATN N.
TOT
1.
UNIT NO 3
1
CR
55.1
-4.1
-10.1
18.0
37.1
2.
NEAR LANE DIST
1116
1
MT
48.5
-4.1
-10.1
18.0
30.5
'
3.
FAR LANE DIST
1200
1
HT
49.1
-4.0
-10.0
18.0
31.1*
38.8
4.
BARRIER DIST
2
2
CR
63.1
4.9
-1.1
10.7
52.4
5.
ELEVATION ROAD
31
2
MT
56.5
4.9
-1.1
10.7
45.8
'
6.
7.
BUILDING FLOOR
BARRIER BASE
58.5
67.5
2
HT
57.0
4.9
-1.1
10.6
46.4*
54.0
8.
BARRIER HEIGHT
6
9.
VIEW ANGLE FLR
1 = 180
° FLR
2 =
180 °
CORRECTION 0.0
0.0
FL
SRC
UNMIT
N.
BLOS
BLOS-BH BL
ATN N.
TOT
1.
UNIT NO 4
1
CR
54.5
-4.1
-4.1
18.0
36.5
2.
NEAR LANE DIST
1234
1
MT
47.9
-4.1
-4.1
18.0
29.9
3.
FAR LANE DIST
1318
1
HT
48.5
-4.0
-4.0
18.0
30.5*
38.2
4.
BARRIER DIST
2
2
CR
62.6
4.9
4.9
0.0
62.6
5.
ELEVATION ROAD
27
2
MT
56.0
4.9
4.9
0.0
56.0
6.
BUILDING FLOOR
58
2
HT
56.5
0
4.9
4.9
0.0
56.5*
64.3
7.
BARRIER BASE
67
8.
BARRIER HEIGHT
0
9.
VIEW ANGLE FLR
1 = 180
FLR 2 =
180 °
CORRECTION 0.0
0.0
FL SRC
UNMIT
N.
BLOS
BLOS-BH
BL
ATN N.
TOT
1.
2.
UNIT NO 4
NEAR LANE DIST
1234
1
1
CR
MT
54.5
47.9
-4.1
-4.1
-9.1
-9.1
18.0
18.0
36.5
29.9
3.
FAR LANE DIST
1318
1
HT
48.5
-4.0
-9.0
18.0
30.5*
38.2
4.
BARRIER DIST
2
2
CR
62.6
4.9
-0.1
5.1
57.5
5.
ELEVATION ROAD
27
2
MT
56.0
4.9
-0.1
5.1
50.9
'
6.
BUILDING FLOOR
58
2
HT
56.5
4.9
-0.1
5.1
51.4*
59.2
7.
BARRIER BASE
67
8.
BARRIER HEIGHT
5
9.
VIEW ANGLE FLR
1 = 180
FLR 2 =
180 °
'
CORRECTION 0.0
0.0
FL SRC
UNMIT
N.
BLOS
BLOS-BH
BL
ATN N.
TOT
1.
UNIT NO 4
1
CR
54.5
-4.1
-9.6
18.0
36.5
2.
NEAR LANE DIST
1234
1
MT
47.9
-4.1
-9.6
18.0
29.9
3.
FAR LANE DIST
1318
1
HT
48.5
-4.0
-9.5
18.0
30.5*
38.2
4.
BARRIER DIST
2
2
CR
62.6
4.9
-0.6
7.7
54.9
5.
ELEVATION ROAD
27
2
MT
56.0
4.9
-0.6
7.6
48.4
'
6.
BUILDING FLOOR
58
2
HT
56.5
4.9
-0.6
7.6
48.9*
56.6
7.
BARRIER BASE
67
8.
BARRIER HEIGHT
5.5
'
9.
VIEW ANGLE FLR
1 = 180
° FLR 2 =
180 °
CORRECTION 0.0
0.0
I
A5/604R
45
J
1
1
1
11
7
Lj
II^I
JI
1. UNIT NO 5
2. NEAR LANE DIST
3. FAR LANE DIST
4. BARRIER DIST
5. ELEVATION ROAD
6. BUILDING FLOOR
7. BARRIER BASE
8. BARRIER HEIGHT
9. VIEW ANGLE FLR 1
CORRECTION 0.0
1. UNIT NO 5
2. NEAR LANE DIST
3. FAR LANE DIST
4. BARRIER DIST
5. ELEVATION ROAD
6. BUILDING FLOOR
7. BARRIER BASE
8. BARRIER HEIGHT
9. VIEW ANGLE FLR 1
CORRECTION 0.0
1.
2.
3.
4.
5.
6.
7.
8.
9.
1.
2.
3.
4.
5.
6.
7.
8.
9.
1.
2.
3.
4.
5.
6.
7.
8.
9.
FL SRC UNMIT N.
1
CR
54.6
1222
1
MT
48.0
1306
1
HT
48.6
2
2
CR
62.7
24
2
MT
56.1
57
2
HT
56.6
66
0
=180 °
FLR 2=180
°
0.0
FL SRC UNMIT N.
1
CR
54.6
1222
1
MT
48.0
1306
1
HT
48.6
2
2
CR
62.7
24
2
MT
56.1
57
2
HT
56.6
66
5
=180°
FLR
2=180
°
0.0
UNIT NO 5
NEAR LANE DIST 1222
FAR LANE DIST 1306
BARRIER DIST 2
ELEVATION ROAD 24
BUILDING FLOOR 57
BARRIER BASE 66
BARRIER HEIGHT 5.5
VIEW ANGLE FLR 1 = 180 °
CORRECTION 0.0
FL
SRC
UNMIT N.
1
CR
54.6
1
MT
48.0
1
HT
48.6
2
CR
62.7
2
MT
56.1
2
HT
56.6
FLR 2 = 180 °
0.0
FL SRC UNMIT N.
UNIT NO 6
1
CR
55.1
NEAR LANE DIST
1126
1
MT
48.5
FAR LANE DIST
1210
1
HT
49.1
BARRIER DIST
2
2
CR
63.0
ELEVATION ROAD
24
2
MT
56.4
BUILDING FLOOR
57
2
HT
56.9
BARRIER BASE
66
BARRIER HEIGHT
0
VIEW ANGLE FLR
1 = 180 °
FLR 2
=
180 °
CORRECTION 0.0
0.0
UNIT NO 6
NEAR LANE DIST 1126
FAR LANE DIST 1210
BARRIER DIST 2
ELEVATION ROAD 24
BUILDING FLOOR 57
BARRIER BASE 66
BARRIER HEIGHT 5
VIEW ANGLE FLR 1 = 180 °
CORRECTION 0.0
FL
SRC
UNMIT
1
CR
55.1
1
MT
48.5
1
HT
49.1
2
CR
63.0
2
MT
56.4
2
HT
56.9
FLR 2=180 °
0.0
BLOS BLOS-BH BL
-4.1
-4.1
18.0
-4.1
-4.1
18.0
-4.0
-4.0
18.0
4.9
4.9
0.0
4.9
4.9
0.0
4.9
4.9
0.0
BLOS BLOS-BH BL
-4.1
-9.1
18.0
-4.1
-9.1
18.0
-4.0
-9.0
18.0
4.9
-0.1
5.1
4.9
-0.1
5.1
4.9
-0.1
5.1
BLOS BLOS-BH BL
-4.1
-9.6
18.0
-4.1
-9.6
18.0
-4.0
-9.5
18.0
4.9
-0.6
7.7
4.9
-0.6
7.7
4.9
-0.6
7.6
BLOS BLOS-BH BL
-4.1
-4.1
18.0
-4.1
-4.1
18.0
-4.1
-4.1
18.0
4.9
4.9
0.0
4.9
4.9
0.0
4.9
4.9
0.0
N. BLOS
BLOS-BH" BL
-4.1
-9.1
18.0
-4.1
-9.1
18.0
-4.1
-9.1
18.0
4.9
-0.1
5.1
4.9
-0.1
5.1
4.9
-0.1
5.1
ATN N. TOT
36.6
30.0
30.6* 38.3
62.7
56.1
56.6* 64.4
ATN N. TOT
36.6
30.0
30.6* 38.3
57.6
51.0
51.5* 59.3
ATN N. TOT
36.6
30.0
30.6* 38.3
55.0
48.4
49.0* 56.7
ATN N. TOT
37.1
30.5
31.1* 38.8
63.0
56.4
56.9* 64.7
ATN N. TOT
37.1
30.5
31.1* 38.8
57.9
51.3
51.8* 59.6
i
A5/604R
46
i
i
D
I
i
II
II
II
II
1. UNIT NO 6
2. NEAR LANE DIST
3. FAR LANE DIST
4. BARRIER DIST
5. ELEVATION ROAD
6. BUILDING FLOOR
7. BARRIER BASE
8. BARRIER HEIGHT
9. VIEW ANGLE FLR 1
CORRECTION 0.0
1. UNIT NO 7
2. NEAR LANE DIST
3. FAR LANE DIST
4. BARRIER DIST
5. ELEVATION ROAD
6. BUILDING FLOOR
7. BARRIER BASE
8. BARRIER HEIGHT
9. VIEW ANGLE FLR 1
CORRECTION 0.0
FL SRC UNMIT N.
1
CR
55.1
1126
1
MT
48.5
1210
1
HT
49.1
2
2
CR
63.0
24
2
MT
56.4
57
2
HT
56.9
66
5.5
=180 °
FIR 2=180
°
0.0
FL SRC UNMIT N
1
CR
54.3
1272
1
MT
47.7
1356
1
HT
48.3
2
2
CR
62.5
21
2
MT
55.9
56.7
2
HT
56.4
65.7
0
= 180 °
FLR 2
=
180 °
0.0
1. UNIT NO 7
2. NEAR LANE DIST 1272
3. FAR LANE DIST 1356
4. BARRIER DIST 2
5. ELEVATION ROAD 21
6. BUILDING FLOOR 56.7
7. BARRIER BASE 65.7
8. BARRIER HEIGHT 5
9. VIEW ANGLE FLR 1 = 180 °
CORRECTION 0.0
1. UNIT NO 7
2. NEAR LANE DIST 1272
3. FAR LANE DIST 1356
4. BARRIER DIST 2
5. ELEVATION ROAD 21
6. BUILDING FLOOR 56.7
7. BARRIER BASE 65.7
8. BARRIER HEIGHT 5.5
9. VIEW ANGLE FLR 1 = 180
CORRECTION 0.0
1.
2.
3.
4.
5.
6.
7.
9.
i
FL
SRC
UNMIT N.
1
CR
54.3
1
MT
47.7
1
HT
48.3
2
CR
62.5
2
MT
55.9
2
HT
56.4
FIR 2=180 °
0.0
FL
SRC
UNMIT N.
1
CR
54.3
1
MT
47.7
1
HT
48.3
2
CR
62.5
2
MT
55.9
2
HT
56.4
° FIR 2 = 180 °
0.0
BLOS BLOS-BH BL
-4.1
-9.6
18.0
-4.1
-9.6
18.0
-4.1
-9.6
18.0
4.9
-0.6
7.7
4.9
-0.6
7.7
4.9
-0.6
7.7
BLOS BLOS-BH BL
-4.1
-4.1
18.0
-4.1
-4.1
18.0
-4.0
-4.0
18.0
4.9
4.9
0.0
4.9
4.9
0.0
4.9
4.9
0.0
BLOS BLOS-BH BL
-4.1
-9.1
18.0
-4.1
-9.1
18.0
-4.0
-9.0
18.0
4.9
-0.1
5.1
4.9
-0.1
5.1
4.9
-0.1
5.1
-4.1
-9.6
18.0
-4.1
-9.6
18.0
-4.0
-9.5
18.0
4.9
-0.6
7.7
4.9
-0.6
7.7
4.9
-0.6
7.6
ATN N. TOT
37.1
30.5
31.1* 38.8
55.3
48.7
49.2* 56.9
ATN N. TOT
36.3
29.7
30.3* 38.0
62.5
55.9
56.4* 64.2
ATN N. TOT
36.3
29.7
30.3* 38.0
57.4
50.8
51.3* 59.1
ATN N. TOT
36.3
29.7
30.3* 38.0
54.8
48.2
48.8* 56.5
FL
SRC
UNMIT N.
BLOS
BLOS-BH
BL
ATN N. TOT
UNIT NO 8
1
CR
55.1
-4.1
-4.1
18.0
37.1
NEAR LANE DIST
1112
1
MT
48.5
-4.1
-4.1
18.0
30.5
FAR LANE DIST
1196
1
HT
49.1
-4.1
-4.1
18.0
31.1* 38.8
BARRIER DIST
2
2
CR
63.1
4.9
4.9
0.0
63.1
ELEVATION ROAD
22
2
MT
56.5
4.9
4.9
0.0
56.5
BUILDING FLOOR
55.8
2
HT
57.0
4.9
4.9
0.0
57.0* 64.8
BARRIER BASE
64.8
BARRIER HEIGHT
0
VIEW ANGLE FLR
1 = 180
FLR 2 =
180 °
CORRECTION 0.0
0.0
i
A5/604R
47
'
1.
UNIT NO 8
2.
NEAR LANE DIST
3.
FAR LANE DIST
'
4.
BARRIER DIST
5.
ELEVATION ROAD
6.
BUILDING FLOOR
7.
BARRIER BASE
'
8.
BARRIER HEIGHT
9.
VIEW ANGLE FLR 1
CORRECTION 0.0
J
1
lufflMos k li�dl
1
CR
55.1
1112
1
MT
48.5
1196
1
HT
49.1
2
2
CR
63.1
22
2
MT
56.5
55.8
2
HT
57.0
64.8
5
=180° FLR. 2=180 °
.0.0
1. UNIT NO 8
2. NEAR LANE DIST 1112
3. FAR LANE DIST 1196
4. BARRIER DIST 2
5. ELEVATION ROAD 22
6. BUILDING FLOOR 55.8
7. BARRIER BASE 64.8
8. BARRIER HEIGHT 5.5
9. VIEW ANGLE FLR. 1 = 180
CORRECTION 0.0
1. UNIT NO 8
2. NEAR LANE DIST
3. FAR LANE DIST
4. BARRIER DIST
5. ELEVATION ROAD
6. BUILDING FLOOR
7. BARRIER BASE
8. BARRIER HEIGHT
9. VIEW ANGLE FLR 1
CORRECTION 0.0
FL
SRC
UNMIT N.
1
CR
55.1
1
MT
48.5
1
HT
49.1
2
CR
63.1
2
MT
56.5
2
HT
57.0
° FLR 2 = 180 °
0.0
FL SRC UNMIT N.
1
CR
55.1
1112
1
MT
48.5
1196
1
HT
49.1
2
2
CR
63.1
22
2
MT
56.5
55.8
2
HT
57.0
64.8
6
= 180 ° FLR 2 = 180 °
0.0
1. UNIT NO 9
2. NEAR LANE DIST 1402
3. FAR LANE DIST 1486
4. BARRIER DIST 2
5. ELEVATION ROAD 21
6. BUILDING FLOOR 57.8
7. BARRIER BASE 66.8
8. BARRIER HEIGHT 0
9. VIEW ANGLE FLR 1 = 180 °
CORRECTION 0.0
FL
SRC
UNMIT N
1
CR
53.7
1
MT
47.1
1
HT
47.7
2
CR
62.1
2
MT
55.5
2
HT
56.0
FLR 2 = 180 °
0.0
FL SRC UNMIT N.
1.
UNIT NO 9
1
CR
53.7
2.
NEAR LANE DIST
1402
1
MT
47.1
3.
FAR LANE DIST
1486
1
HT
47.7
4.
BARRIER DIST
2
2
CR
62.1
5.
ELEVATION ROAD
21
2
MT
55.5
6.
BUILDING FLOOR
57.8
2
HT
56.0
7.
BARRIER BASE
66.8
8.
BARRIER HEIGHT
5
9.
VIEW ANGLE FLR
1 = 180 °
FLR 2
=
180 °
CORRECTION 0.0
0.0
BLOS
BLOS-BH
BL
ATN N. TOT
-4.1
-9.1
18.0
37.1
-4.1
-9.1
18.0
30.5
-4.1
-9.1
18.0
31.1* 38.8
4.9
-0.1
5.1
58.0
4.9
-0.1
5.1
51.4
4.9
-0.1
5.1
51.9* 59.7
BLOS
BLOS-BH
BL
ATN N. TOT
-4.1
-9.6
18.0
37.1
-4.1
-9.6
18.0
30.5
-4.1
-9.6
18.0
31.1* 38.8
4.9
-0.6
7.8
55.3
4.9
-0.6
7.7
48.8
4.9
-0.6
7.7
49.3* 57.0
BLOS BLOS-BH BL ATN N. TOT
-4.1
-10.1
18.0
37.1
-4.1
-10.1
18.0
30.5
-4.1
-10.1
18.0
31.1* 38.8
4.9
-1.1
10.8
52.3
4.9
-1.1
10.8
45.7
4.9
-1.1
10.7
46.3* 54.0
BLOS BLOS-BH BL ATN N. TOT
-4.1
-4.1
18.0
35.7
-4.1
-4.1
18.0
29.1
-4.0
-4.0
18.0
29.7* 37.4
4.9
4.9
0.0
62.1
4.9
4.9
0.0
55.5
4.9
4.9
0.0
56.0* 63.8
BLOS BLOS-BH BL ATN N. TOT
-4.1
-9.1
18.0
35.7
-4.1
-9.1
18.0
29.1
-4.0
-9.0
18.0
29.7* 37.4
4.9
-0.1
5.1
57.0
4.9
-0.1
5.1
50.4
4.9
-0.1
5.1
50.9* 58.7
1
A5/604R
48
I
I
I
I
I
I
II
II
II
II
1
FL
SRC
UNMIT
N.
BLOS
BLOS-BH BL
ATN N.
TOT
1.
UNIT NO 9
1
CR
53.7
-4.1
-9.6
18.0
35.7
2.
NEAR LANE DIST
1402
1
MT
47.1
-4.1
-9.6
18.0
29.1
3.
FAR LANE DIST
1486
1
HT
47.7
-4.0
-9.5
18.0
29.7*
37.4
4.
BARRIER DIST
2
2
CR
62.1
4.9
-0.6
7.7
54.4
5.
ELEVATION ROAD
21
2
MT
55.5
4.9
-0.6
7.6
47.9
6.
BUILDING FLOOR
57.8
2
HT
56.0
4.9
-0.6
7.6
48.4*
56.1
7.
BARRIER BASE
66.8
8.
BARRIER HEIGHT
5.5
9.
VIEW ANGLE FLR.
1 = 180
FLR
2 =
180 °
CORRECTION 0.0
0.0
FL
SRC
UNMIT
N.
BLOS
BLOS-BH BL
ATN N.
TOT
1.
UNIT NO 10
1
CR
54.5
-4.1
-4.1
18.0
36.5
2.
NEAR LANE DIST
1232
1
MT
47.9
-4.1
-4.1
18.0
29.9
3.
FAR LANE DIST
1316
1
HT
48.5
-4.1
-4.1
18.0
30.5*
38.2
4.
BARRIER DIST
2
2
CR
62.6
4.9
4.9
0.0
62.6
5.
ELEVATION ROAD
21
2
MT
56.0
4.9
4.9
0.0
56.0
6.
BUILDING FLOOR
56.9
2
HT
56.5
4.9
4.9
0.0
56.5*
64.3
7.
BARRIER BASE
65.9
8.
BARRIER HEIGHT
0
9.
VIEW ANGLE FLR
1 = 180
° FLR
2 =
180 °
CORRECTION 0.0
0.0
FL
SRC
UNMIT
N.
BLOS
BLOS-BH
BL
ATN N.
TOT
1.
UNIT NO 10
1
CR
54.5
-4.1
-9.1
18.0
36.5
2.
NEAR LANE DIST
1232
1
MT
47.9
-4.1
-9.1
18.0
29.9
3.
FAR LANE DIST
1316
1
HT
48.5
-4.1
-9.1
18.0
30.5*
38.2
4.
BARRIER DIST
2
2
CR
62.6
4.9
-0.1
5.1
57.5
5.
ELEVATION ROAD
21
2
MT
56.0
4.9
-0.1
5.1
50.9
6.
BUILDING FLOOR
56.9
2
HT
56.5
4.9
-0.1
5.1
51.4*
59.2
7.
BARRIER BASE
65.9
8.
BARRIER HEIGHT
5
9.
VIEW ANGLE FLR
1 = 180
FLR 2 =
180 °
CORRECTION 0.0
0.0
FL SRC
UNMIT
N.
BLOS
BLOS-BH
BL
ATN N.
TOT
1.
UNIT NO 10
1
CR
54.5
-4.1
-9.6
18.0
36.5
2.
NEAR LANE DIST
1232
1
MT
47.9
-4.1
-9.6
18.0
29.9
3.
FAR LANE DIST
1316
1
HT
48.5
-4.1
-9.6
18.0
30.5*
38.2
4.
BARRIER DIST
2
2
CR
62.6
4.9
-0.6
7.7
54.9
5.
ELEVATION ROAD
21
2
MT
56.0
4.9
-0.6
7.7
48.3
6.
BUILDING FLOOR
56.9
2
HT
56.5
4.9
-0.6
7.6
48.9*
56.5
7.
BARRIER BASE
65.9
8.
BARRIER HEIGHT
5.5
9.
VIEW ANGLE FLR
I = 180
° FLR 2 =
180 °
CORRECTION 0.0
0.0
FL SRC
UNMIT
N.
BLOS
BLOS-BH
BL
ATN N.
TOT
1.
UNIT NO 11
1
CR
55.1
-4.1
-4.1
18.0
37.1
2.
NEAR LANE DIST
1138
1
MT
48.5
-4.1
-4.1
18.0
30.5
3.
FAR LANE DIST
1222
1
HT
49.1
-4.1
-4.1
18.0
31.1*
38.8
4.
BARRIER DIST
2
2
CR
63.0
4.9
4.9
0.0
63.0
5.
ELEVATION ROAD
21
2
MT
56.4
4.9
4.9
0.0
56.4
6.
BUILDING FLOOR
55.6
2
HT
56.9
4.9
4.9
0.0
56.9*
64.7
7.
BARRIER BASE
64.6
8.
BARRIER HEIGHT
0
9.
VIEW ANGLE FLR
1 = 180
° FLR 2 =
180 °
CORRECTION 0.0
0.0
1
A5/604R
49
N
FL SRC
UNMIT
N.
BLOS
BLOS-BH BL
ATN N.
TOT
1.
UNIT NO 11
1 CR
55.1
-4.1
-9.1
18.0
37.1
2.
NEAR LANE DIST
1138
1 MT
48.5
-4.1
-9.1
18.0
30.5
3.
FAR LANE DIST
1222
1 HT
49.1
-4.1
-9.1
18.0
31.1*
38.8
'
4.
BARRIER DIST
2
2 CR
63.0
4.9
-0.1
5.1
57.9
5.
ELEVATION ROAD
21
2 MT
56.4
4.9
-0.1
5.1
51.3
6.
BUILDING FLOOR
55.6
2 HT
56.9
4.9
-0.1
5.1
51.8*
59.6
7.
BARRIER BASE
64.6
'
8.
BARRIER HEIGHT
5
9.
VIEW ANGLE FLR
1 = 180 °
FLR 2 =
180 °
CORRECTION 0.0
0.0
FL SRC
UNMIT
N.
BLOS
BLOS-BH BL
ATN N.
TOT
1.
UNIT NO 11
1 CR
55.1
-4.1
-9.6
18.0
37.1
2.
NEAR LANE DIST
1138
1 MT
48.5
-4.1
-9.6
18.0
30.5
'
3.
FAR LANE DIST
1222
1 HT
49.1
-4.1
-9.6
18.0
31.1*
38.8
4.
BARRIER DIST
2
2 CR
63.0
4.9
-0.6
7.8
55.2
5.
ELEVATION ROAD
21
2 MT
56.4
4.9
-0.6
7.7
48.7
6.
7.
BUILDING FLOOR
BARRIER BASE
55.6
64.6
2 HT
56.9
4.9
-0.6
7.7
49.2*
56.9
8.
BARRIER HEIGHT
5.5
9.
VIEW ANGLE FLR
1 = 180
FLR 2 =
180 °
'
CORRECTION 0.0
0.0
FL SRC
UNMIT
N.
BLOS
BLOS-BH BL
ATN N.
TOT
1.
UNIT NO 12
1 CR
55.5
-4.1
-4.1
18.0
37.5
2.
NEAR LANE DIST
1049
1 MT
48.9
-4.1
-4.1
18.0
30.9
3.
FAR LANE DIST
1133
1 HT
49.5
-4.1
-4.1
18.0
31.5*
39.2
4.
BARRIER DIST
2
2 CR
63.3
4.9
4.9
0.0
63.3
5.
ELEVATION ROAD
21
2 MT
56.7
4.9
4.9
0.0
56.7
6.
BUILDING FLOOR
55.1
2 HT
57.2
4.9
4.9
0.0
57.2*
65.0
7.
BARRIER BASE
64.1
8.
BARRIER HEIGHT
0
9.
VIEW ANGLE FLR
1 = 180
FLR 2 =
180 °
'
CORRECTION 0.0
0.0
FL SRC
UNMIT
N.
BLOS
BLOS-BH
BL
ATN N.
TOT
1.
2.
UNIT NO 12
NEAR LANE DIST
1049
1 CR
1 MT
55.5
48.9
-4.1
-4.1
-9.1
-9.1
18.0
18.0
37.5
30.9
3.
FAR LANE DIST
1133
1 HT
49.5
-4.1
-9.1
18.0
31.5*
39.2
4.
BARRIER DIST
2
2 CR
63.3
4.9
-0.1
5.1
58.2
5.
ELEVATION ROAD
21
2 MT
56.7
4.9
-0.1
5.1
51.6
6.
BUILDING FLOOR
55.1
2 HT
57.2
4.9
-0.1
5.1
52.1*
59.8
7.
BARRIER BASE
64.1
8.
BARRIER HEIGHT
5
9.
VIEW ANGLE FLR
1 = 180
FLR 2 =
180 °
CORRECTION 0.0
0.0
'
FL SRC
UNMIT
N.
BLOS
BLOS-BH
BL
ATN N.
TOT
1.
UNIT NO 12
1 CR
55.5
-4.1
-9.6
18.0
37.5
'
2.
NEAR LANE DIST
1049
1 MT
48.9
-4.1
-9.6
18.0
30.9
3.
FAR LANE DIST
1133
1 HT
49.5
-4.1
-9.6
18.0
31.5*
39.2
4.
BARRIER DIST
2
2 CR
63.3
4.9
-0.6
7.8
55.5
5.
ELEVATION ROAD
21
2 MT
56.7
4.9
-0.6
7.8
48.9
6.
BUILDING FLOOR
55.1
2 HT
57.2
4.9
-0.6
7.7
49.5*
57.2
7.
BARRIER BASE
64.1
8.
9.
BARRIER HEIGHT
VIEW ANGLE FLR
5.5
1 = 180
FLR 2 =
180 °
CORRECTION 0.0
0.0
t
A5/604R
50
FL SRC UNMIT N.
1.
UNIT NO 12
1
CR
55.5
2.
NEAR LANE DIST
1049
1
MT
48.9
3.
FAR LANE DIST
1133
1
HT
49.5
4.
BARRIER DIST
2
2
CR
63.3
5.
ELEVATION ROAD
21
2
MT
56.7
6.
BUILDING FLOOR
55.1
2
HT
57.2
7.
BARRIER BASE
64.1
8.
BARRIER HEIGHT
6
9.
VIEW ANGLE FLR
1 = 180 °
FLR 2
=
180 °
CORRECTION 0.0
0.0
BLOS BLOS-BH BL ATN N. TOT
-4.1
-10.1
18.0
37.5
-4.1
-10.1
18.0
30.9
-4.1
-10.1
18.0
31.5* 39.2
4.9
-1.1
10.8
52.5
4.9
-1.1
10.8
45.9
4.9
-1.1
10.7
46.5* 54.1
A5/604R
51
'
FL
SRC
UNMIT
N.
BLOS
BLOS-BH
BL
ATN N.
TOT
1.
UNIT NO 1
1
OR
57.6
-4.0
-4.0
18:0
39.6
2,
NEAR LANE DIST
351
1
MT
51.2
-4.0
-4.0
18.0
33.2
3.
FAR LANE DIST
385
1
HT
52.1
-4.0
-4.0
18.0
34.1*
41.4
4.
BARRIER DIST
2
2
CR
63.2
4.9
4.9
0.0
63.2
5.
ELEVATION ROAD
57.4
2
MT
56.7
4.9
4.9
0.0
56.7
6.
BUILDING FLOOR
58.8
2
HT
57.7
5.0
5.0
0.0
57.7*
65.0
7.
BARRIER BASE
67.8
8.
BARRIER HEIGHT
0
9.
VIEW ANGLE FIR
1 = 180
FIR
2 =
180 °
CORRECTION 0.0
0.0
FL
SRC
UNMIT
N.
BLOS
BLOS-BH
BL
ATN N.
TOT
1.
UNIT NO 1
1
CR
57.6
-4.0
-9.0
18.0
39.6
2.
NEAR LANE DIST
351
1
MT
51.2
-4.0
-9.0
18.0
33.2
3.
FAR LANE DIST
385
1
HT
52.1
-4.0
-9.0
18.0
34.1*
41.4
4.
BARRIER DIST
2
2
CR
63.2
4.9
-0.1
5.1
58.1
5.
ELEVATION ROAD
57.4
2
MT
56.7
4.9
-0.1
5.1
51.6
6.
BUILDING FLOOR
58.8
2
HT
57.7
5.0
-0.0
5.0
52.7*
59.9
'
7.
BARRIER BASE
67.8
8.
BARRIER HEIGHT
5
9,
VIEW ANGLE FIR
1 = 180
FIR
2 =
180 °
'
CORRECTION 0.0
0.0
FL
SRC
UNMIT
N.
BLOS
BLOS-BH
BL
ATN N.
TOT
1.
UNIT NO 1
1
CR
57.6
-4.0
-9.5
18.0
39.6
2.
3.
NEAR LANE DIST
FAR LANE DIST
351
385
1
1
MT
HT
51.2
52.1
-4.0
-4.0
-9.5
-9.5
18.0
18.0
33.2
34.1*
41.4
4.
BARRIER DIST
2
2
CR
63.2
4.9
-0.6
7.8
55.4
5.
6.
ELEVATION ROAD
BUILDING FLOOR
57.4
58.8
2
2
MT
HT
56.7
57.7
4.9
5.0
-0.6
-0.5
7.7
7.5
49.0
50.2*
57.3
7.
BARRIER BASE
67.8
8.
BARRIER HEIGHT
5.5
9.
VIEW ANGLE FIR
1 = 180
FIR
2 =
180 °
CORRECTION 0.0
0.0
FL
SRC
UNMIT
N.
BLOS
BLOS-BH
BL
ATN N.
TOT
1.
UNIT NO 1
1
CR
57.6
-4.0
-10.0
18.0
39.6
2.
NEAR LANE DIST
351
1
MT
51.2
-4.0
-10.0
18.0
33.2
3.
FAR LANE DIST
385
1
HT
52.1
-4.0
-10.0
18.0
34.1*
41.4
4.
BARRIER DIST
2
2
CR
63.2
4.9
-1.1
10.8
52.4
5.
ELEVATION ROAD
57.4
2
MT
56.7
4.9
-1.1
10.7
46.0
6.
BUILDING FLOOR
58.8
2
HT
57.7
5.0
-1.0
10.5
47.2*
54.2
7.
BARRIER BASE
67.8
8.
BARRIER HEIGHT
6
9.
VIEW ANGLE FIR
1 = 180 °
FIR
2 =
180 °
CORRECTION 0.0
0.0
FL
SRC
UNMIT
N.
BLOS
BLOS-BH
BL
ATN N.
TOT
1.
UNIT NO 2
1
CR
56.2
-4.0
-4.0
18.0
38.2
2.
NEAR LANE DIST
442
1
MT
49.8
-4.0
-4.0
18.0
31.8
3.
FAR LANE DIST
476
1
HT
50.7
-4.0
-4.0
18.0
32.7*
40.0
4.
BARRIER DIST
2
2
CR
62.3
4.9
4.9
0.0
62.3
5.
ELEVATION ROAD
57.4
2
MT
55.8
4.9
4.9
0.0
55.8
6.
BUILDING FLOOR
58.5
2
HT
56.8
5.0
5.0
0.0
56.8*
64.1
7.
BARRIER BASE
67.5
8.
BARRIER HEIGHT
0
9.
VIEW ANGLE FIR
1 = 180
FIR
2 =
180 °
CORRECTION 0.0
0.0
I
A5/'604R
52
FL SRC UNMIT N
1.
UNIT NO 2
1
CR
56.2
2.
NEAR LANE DIST
442
1
MT
49.8
3.
FAR LANE DIST
476
1
HT
50.7
4.
BARRIER DIST
2
2
CR
62.3
5.
ELEVATION ROAD
57.4
2
MT
55.8
6.
BUIL'DING FLOOR
58.5
2
HT
56.8
7.
BARRIER BASE
67.5
8.
BARRIER HEIGHT
5
9.
VIEW ANGLE FLR
1 = 180 °
FLR 2
=
180 °
CORRECTION 0.0
0.0
FL SRC UNMIT N
i.
UNIT NO 2
1
CR
56.2
2.
NEAR LANE DIST
442
1
MT
49.8
3.
FAR LANE DIST
476
1
HT
50.7
4.
BARRIER DIST
2
2
CR
62.3
5.
ELEVATION ROAD
57.4
2
MT
55.8
6.
BUILDING FLOOR
58.5
2
HT
56.8
7.
BARRIER BASE
67.5
8.
BARRIER HEIGHT
5.5
9.
VIEW ANGLE FLR
1 = 180
° FLR 2
=
180 °
CORRECTION 0.0
0.0
FL SRC UNMIT N
1.
UNIT NO 2
1
CR
56.2
2.
NEAR LANE DIST
442
1
MT
•49.8
3.
FAR LANE DIST
476
1
HT
50.7
4.
BARRIER DIST
2
2
CR
62.3
5.
ELEVATION ROAD
57.4
2
MT
55.8
6.
BUILDING FLOOR
58.5
2
HT
56.8
7.
BARRIER BASE
67.5
8.
BARRIER HEIGHT
6
9.
VIEW ANGLE FLR
1 = 180 °
FLR 2
=
180 °
CORRECTION 0.0
0.0
1. UNIT NO 3
2. NEAR LANE DIST 435
3. FAR LANE DIST 469
4. BARRIER DIST 2
5. ELEVATION ROAD 57.4
6. BUILDING FLOOR 58.5
7. BARRIER BASE 67.5
8. BARRIER HEIGHT 0
9. VIEW ANGLE FLR 1 = 180 °
CORRECTION 0.0
1. UNIT NO 3
2. NEAR LANE DIST 435
3. FAR LANE DIST 469
4. BARRIER DIST 2
5. ELEVATION ROAD 57.4
6. BUILDING FLOOR 58.5
7. BARRIER BASE 67.5
8. BARRIER HEIGHT 5
9. VIEW ANGLE FLR 1 = 180 °
CORRECTION 0.0
FL
SRC
UNMIT N.
1
CR
56.3
1
MT
49.9
1
HT
50.8
2
CR
62.3
2
MT
55.8
2
HT
56.8
FLR 2 = 180 °
0.0
FL
SRC
UNMIT N.
1
CR
56.3
1
MT
49.9
1
HT
50.8
2
CR
62.3
2
MT
55.8
2
HT
56.8
FIR 2 = 180 °
0.0
BLOS BLOS-BH BL
-4.0
-9.0
18.0
-4.0
-9.0
18.0
-4.0
-9.0
18.0
4.9
-0.1
5.1
4.9
-0.1
5.1
5.0
-0.0
5.0
BLOS 'BLOS-BH BL
-4.0
-9.5
18.0
-4.0
-9-.5
18.0
-4.0
-9.5
18.0
4.9
-0.6
7.7
4.9
-0.6
7.6
5.0
-0.5
7.4
BLOS
BLOS-BH
BL
-4.0
-10.0
18.0
-4.0
-10.0
18.0
-4.0
-10.0
18.0
4.9
-1.1
10.7
4.9
-1.1
10.6
5.0
-1.0
10.5
BLOS BLOS-BH BL
-4.0
-4.0
18.0
-4.0
-4.o
18.0
-4.0
-4.0
18.0
4.9
4.9
0.0
4.9
4.9
0.0
5.0
5.0
0.0
BLOS BLOS-BH BL
-4.0
-9.0
18.0
-4.0
-9.0
18.0
-4.0
-9.0
18.0
4.9
-0.1
5.1
4.9
-0.1
5.1
5.0
-0.0
5.0
ATN N. TOT
38.2
31.8
32.7* 40.0
57.2
50.7
51.8* 59.0
ATN N. TOT
38.2
31.8
32.7* 40.0
54.6
48.2
49.4* 56.5
ATN N. TOT
38.2
31.8
32.7* 40.0
51.6
45.2
46.3* 53.4
ATN N. TOT
38.3
31.9
32.8* 40.1
62.3
55.8
56.8* 64.1
ATN N. TOT
38.3
31.9
32.8* 40.1
57.2
50.7
51.8* 59.0
A5/604R
53
I
I
I
I
I
I
I
I
I
I
I
I
I
1.
2.
3.
4.
5.
6.
7.
8.
9.
1.
2.
3.
4.
5.
6.
7.
8.
9.
1.
2.
3.
4.
5.
6.
7.
8.
9.
1.
2.
3.
4.
5.
6.
7.
8.
9.
1.
2.
3.
4.
5.
6.
7.
8.
9.
UNIT NO 4
NEAR LANE DIST 538
FAR LANE DIST 572
BARRIER DIST 2
ELEVATION ROAD 57.4
BUILDING FLOOR 58
BARRIER BASE 67
BARRIER HEIGHT 0
VIEW ANGLE FLR 1 = 180 °
CORRECTION 0.0
UNIT NO 4
NEAR LANE DIST
FAR LANE DIST
BARRIER DIST
ELEVATION ROAD
BUILDING FLOOR
BARRIER BASE
BARRIER HEIGHT
VIEW ANGLE FLR 1
CORRECTION 0.0
FL
SRC
UNNIT N.
BLOS
BLOS-BH
BL
ATN N.
1
CR
54.9
-4.0
-4.0
18.0
36.9
1
NT
48.5
-4.0
-4.0
18.0
30.5
1
HT
49.4
-4.0
-4.0
18.0
31.4*
2
CR
61.4
4.9
4.9
0.0
61.4
2
MT
54.9
5.0
5.0
0.0
54.9
2
HT
55.9
5.0
5.0
0.0
55.9*
FLR 2 = 180 °
0.0
K04
38.7
63.2
FL
SRC
UNMIT N.
BLOS
BLOS-BH
BL
ATN N. TOT
1
CR
54.9
-4.0
-9.0
18.0
36.9
538
1
MT
48.5
-4.0
-9.0
18.0
30.5
572
1
HT
49.4
-4.0
-9.0
18.0
31.4* 38.7
2
2
CR
61.4
4.9
-0.1
5.1
56.3
57.4
2
MT
54.9
5.0
-0.0
5.0
49.9
58
2
HT
55.9
5.0
-0.0
5.0
50.9* 58.1
67
5
=180
FLR
2=180
°
0.0
UNIT NO 4
NEAR LANE DIST 538
FAR LANE DIST 572
BARRIER DIST 2
ELEVATION ROAD 57.4
BUILDING FLOOR 58
BARRIER BASE 67
BARRIER HEIGHT 5.5
VIEW ANGLE FLR 1 = 180
CORRECTION 0.0
FL
SRC
UNNIT N.
1
CR
54.9
1
MT
48.5
1
HT
49.4
2
CR
61.4
2
MT
54.9
2
HT
55.9
° FLR 2 = 180 °
0.0
UNIT NO 5
NEAR LANE DIST 676
FAR LANE DIST 710
BARRIER DIST 2
ELEVATION ROAD 57.4
BUILDING FLOOR 57
BARRIER BASE 66
BARRIER HEIGHT 0
VIEW ANGLE FLR 1 = 180 °
CORRECTION 0.0
UNIT NO 5
NEAR LANE DIST 676
FAR LANE DIST 710
BARRIER DIST 2
ELEVATION ROAD 57.4
BUILDING FLOOR 57
BARRIER BASE 66
BARRIER HEIGHT 5
VIEW ANGLE FLR 1 = 180 ° FLR 2 = 180 °
CORRECTION 0.0 0.0
FL
SRC
UNMIT N.
1
CR
53.5
1
MT
47.1
1
HT
48.0
2
CR
60.5
2
MT
54.0
2
HT
55.0
FLR 2 = 180 °
0.0
FL
SRC
UNMIT N.
1
CR
53.5
1
MT
47.1
1
HT
48.0
2
CR
60.5
2
MT
54.0
2
HT
55.0
BLOS BLOS-BH BL
-4.0
-9.5
18.0
-4.0
-9.5
18.0
-4.0
-9.5
18.0
4.9
-0.6
' 7.6
5.0
-0.5
7.5
5.0
-0.5
7.4
BLOS BLOS-BH BL
-4.0
-4.0
18.0
-4.0
-4.0
18.0
-4.0
-4.0
18.0
5.0
5.0
0.0
5.0
5.0
0.0
5.0
5.0
0.0
BLOS BLOS-BH BL
-4.0
-9.0
18.0
-4.0
-9.0
18.0
-4.0
-9.0
18.0
5.0
-0.0
5.0
5.0
-0.0
5.0
5.0
-0:0
5.0
ATN N. TOT
36.9
30.5
31.4* 38.7
53.8
47.4
48.5* 55.7
ATN N. TOT
35.5
29.1
30.0* 37.3
60.5
54.0
55.0* 62.3
ATN N. TOT
35.5
29.1
30.0* 37.3
55.5
49.0
50.0* 57.2
I
A5/604R
54
FL SRC
UNMIT
N.
BLOS
BLOS-BH
BL
1.
UNIT NO 5
1
CR
53.5
-4.0
-9.5
18.0
2.
NEAR LANE DIST
676
1
MT
47.1
-4.0
-9.5
18.0
3.
FAR LANE DIST
710
1
HT
48.0
-4.0
-9.5
18.0
4.
BARRIER DIST
2
2
CR
60.5
5.0
-0.5
7.5
5.
ELEVATION ROAD
57.4
2
MT
54.0
5.0
-0.5
7.4
6.
BUILDING FLOOR
57
2
HT
55.0
5.0
-0.5
7.3
7.
BARRIER BASE
66
8.
BARRIER HEIGHT
5.5
9.
VIEW ANGLE FIR
1 = 180
FIR
2 =
180 °
CORRECTION 0.0
0.0
FL
SRC
UNMIT
N.
BLOS
BLOS-BH
BL
1.
UNIT NO 6
1
CR
53.7
-4.0
-4.0
18.0
2.
NEAR LANE DIST
648
1
MT
47.3
-4.0
-4.0
18.0
3.
FAR LANE DIST
682
1
HT
48.2
-4.0
-4.0
18.0
4.
BARRIER DIST
2
2
CR
60.6
5.0
5.0
0.0
5.
ELEVATION ROAD
57.4
2
MT
54.1
5.0
5.0
'0.0
6.
BUILDING FLOOR
56.7
2
HT
55.1
5.0
5.0
0.0
7.
BARRIER BASE
65.7
8.
BARRIER HEIGHT
0
9.
VIEW ANGLE FIR
1 = 180
° FIR 2 =
180 °
CORRECTION 0.0
0.0
FL
SRC
UNNIT
N.
BLOS
BLOS-BH
BL
1.
UNIT NO 6
1
CR
53.7
-4.0
-9.0
18.0
2.
NEAR LANE DIST
648
1
MT
47.3
-4.0
-9.0
18.0
3.
FAR LANE DIST
682
1
HT
48.2
-4.0
-9.0
18.0
4.
BARRIER DIST
2
2
CR
60.6
5.0
-0.0
5.0
5.
ELEVATION ROAD
57.4
2
MT
54.1
5.0
-0.0
5.0
6.
BUILDING FLOOR
56.7
2
HT
55.1
5.0
-0.0
5.0
7.
BARRIER BASE
65.7
8.
BARRIER HEIGHT
5
9.
VIEW ANGLE FIR
1 = 180
° FIR
2 =
180 °
CORRECTION 0.0
0.0
FL
SRC
UNMIT
N.
BLOS
BLOS-BH
BL
1.
UNIT NO 6
1
CR
53.7
-4.0
-9.5
18.0
2.
NEAR LANE DIST
648
1
MT
47.3
-4.0
-9.5
18.0
3.
FAR LANE DIST
682
1
HT
48.2
-4.0
-9.5
18.0
4.
BARRIER DIST
2
2
CR
60.6
5.0
-0.5
7.5
5.
ELEVATION ROAD
57.4
2
MT
54.1
5.0
-0.5
7.4
6.
BUILDING FLOOR
56.7
2
HT
55.1
5.0
-0.5
7.3
7.
BARRIER BASE
65.7
8.
BARRIER HEIGHT
5.5
9.
VIEW ANGLE FIR
1 = 180
° FIR
2 =
180 °
CORRECTION 0.0
0.0
FL
SRC
UNMIT
N.
BLOS
BLOS-BH BL
1.
UNIT NO 7
1
CR
52.5
-4.0
-4.0
18.0
2.
NEAR LANE DIST
792
1
MT
46.1
-4.0
-4-0
18.0
3.
FAR LANE DIST
826
1
HT
47.0
-4.0
-4.0
18.0
4.
BARRIER DIST
2
2
CR
59.8
5.0
5.0
0.0
5.
ELEVATION ROAD
57.4
2
MT
53.3
5.0
5.0
0.0
6.
BUILDING FLOOR
56.7
2
HT
54.3
5.0
5.0
0.0
7.
BARRIER BASE
65.7
8.
BARRIER HEIGHT
0
9.
VIEW ANGLE FIR
1 = 180
° FIR
2 =
180 °
CORRECTION 0.0
0.0
ATN N. TOT
35.5
29.1
30.0* 37.3
53.0
46.6
47.7* 54.8
ATN N. TOT
35.7
29.3
30.2* 37.5
60.6
54.1
55.1* 62.4
ATN N. TOT
35.7
29.3
30.2* 37.5
55.6
49.1
50.1* 57.3
ATN N. TOT
35.7
29.3
30.2* 37.5
53.1
46.7
47.8* 54.9
ATN N. TOT
34.5
28.1
29.0* 36.3
59.8
53.3
54.3* 61.6
A5/604R
55
'
FL
SRC
UNMIT
N.
BLOS
BLOS-BH
BL
ATN N.
TOT
1.
UNIT NO 7
1
CR
52.5
-4.0
-9.0
18.0
34.5
2.
NEAR LANE DIST
792
1
MT
46.1
-4.0
-9.0
18.0
28.1
3.
FAR LANE DIST
826
1
HT
47.0
-4.0
-9.0
18.0
29.0*
36.3
4.
BARRIER DIST
2
2
CR
59.8
5.0
-0.0
5.0
54.8
5.
ELEVATION ROAD
57.4
2
MT
53.3
5.0
-0.0
5.0
48.3
6.
BUILDING FLOOR
56.7
2
HT
54.3
5.0
-0.0
5.0
49.3*
56.6
7.
BARRIER BASE
65.7
8.
BARRIER HEIGHT
5
9.
VIEW ANGLE FIR
1 = 180
FIR
2 =
180 °
CORRECTION 0.0
0.0
tFL
SRC
UNMIT
N.
BLOS
BLOS-BH
BL
ATN N.
TOT
1.
UNIT NO 8
1
CR
52.6
-4.0
-9.0
18.0
34.6
2.
NEAR LANE DIST
778
1
MT
46.2
-4.0
-9.0
18.0
28.2
3.
FAR LANE DIST
812
1
HT
47.1
-4.0
-9.0
18.0
29.1*
36.4
'
4.
BARRIER DIST
2
2
CR
59.9
5.0
-0.0
5.0
54.9
5.
ELEVATION ROAD
58.3
2
MT
53.4
5.0
-0.0
5.0
48.4
6.
BUILDING FLOOR
55.8
2
HT
54.4
5.0
-0.0
5.0
49.4*
56.7
7.
BARRIER BASE
64.8
8.
BARRIER HEIGHT
5
9.
VIEW ANGLE FIR
1 = 180
FIR
2 =
180 °
CORRECTION 0.0
0.0
FL
SRC
UNMIT
N.
BLOS
BLOS-BH
BL
ATN N.
TOT
1.
UNIT NO 9
1
CR
52.3
-4.0
-4.0
18.0
34.3
2.
NEAR LANE DIST
816
1
MT
45.9
-4.0
-4.0
18.0
27.9
'
3.
FAR LANE DIST
850
1
HT
46.8
-4.0
-4.0
18.0
28.8*
36.1
4.
BARRIER DIST
2
2
CR
59.7
5.0
5.0
0.0
59.7
5.
ELEVATION ROAD
57.4
2
MT
53.2
5.0
5.0
0.0
53.2
6.
BUILDING FLOOR
57.8
2
HT
54.2
5.0
5.0
0.0
54.2*
61.5
'
7.
BARRIER BASE
'66.8
8.
BARRIER HEIGHT
0
9.
VIEW ANGLE FIR
1 = 180
FIR
2 =
180 °
'
CORRECTION 0.0
0.0
FL
SRC
UNMIT
N.
BLOS
BLOS-BH
BL
ATN N.
TOT
1.
UNIT NO 9
1
CR
52.3
-4.0
-9.0
18.0
34.3
2.
NEAR LANE DIST
816
1
MT
45.9
-4.0
-9.0
18.0
27.9
3.
FAR LANE DIST
850
1
HT
46.8
-4.0
-9.0
18.0
28.8*
36.1
4.
BARRIER DIST
2
2
CR
59.7
5.0
-0.0
5.0
54.7
S.
ELEVATION ROAD
57.4
2
MT
53.2
5.0
-0.0
5.0
48.2
'
6.
BUILDING FLOOR
57.8
2
HT
54.2
5.0
-0.0
5.0
49.2*
56.5
7.
BARRIER BASE
66.8
8.
BARRIER HEIGHT
5
9.
VIEW ANGLE FIR
1 = 180
° FIR
2 =
180 °
CORRECTION 0.0
0.0
FL
SRC
UNMIT
N.
BLOS
BLOS-BH
BL
ATN N.
TOT
1.
UNIT NO 10
1
OR
51.7
-4.0
-4.0
18.0
33.7
2.
NEAR LANE DIST
890
1
MT
45.3
-4.0
-4.0
18.0
27.3
3.
FAR LANE DIST
924
1
HT
46.2
-4.0
-4.0
18.0
28.2*
35.5
4.
BARRIER DIST
2
2
CR
59.3
5.0
5.0
0.0
59.3
5.
ELEVATION ROAD
57.4
2
MT
52.8
5.0
5.0
0.0
52.8
6.
BUILDING FLOOR
56.9
2
HT
53.8
5.0
5.0
0.0
53.8*
61.1
7.
BARRIER BASE
65.9
8.
BARRIER HEIGHT
0
9.
VIEW ANGLE FIR
1 = 180
° FIR
2 =
180 °
'
CORRECTION 0.0
0.0
56
I .
2.
3.
4.
5.
6.
7.
8.
9.
1.
2.
3.
4.
5.
6.
7.
8.
9.
1.
2.
3.
4.
5.
6.
7.
8.
9.
1.
2.
3.
4.
5.
6.
7.
8.
9.
UNIT NO 10
NEAR LANE DIST 890
FAR LANE DIST 924
BARRIER DIST 2
ELEVATION ROAD 57.4
BUILDING FLOOR 56.9
BARRIER BASE 65.9
BARRIER HEIGHT 5
VIEW ANGLE FIR 1 = 180 °
CORRECTION 0.0
UNIT NO 11
NEAR LANE DIST
FAR LANE DIST
BARRIER DIST
ELEVATION ROAD
BUILDING FLOOR
BARRIER BASE
BARRIER HEIGHT
VIEW ANGLE FLR 1
CORRECTION 0.0
FL
SRC
UNMIT N.
BLOS
BLOS-BH BL
ATN N. TOT
1
CR
51.7
-4.0
-9.0
18.0
33.7
1
MT
45.3
-4.0
-9.0
18.0
27.3
1
HT
46.2
-4.0
-9.0
18.0
28.2* 35.5
2
CR
59.3
5.0
-0.0
5.0
54.3
2
MT
52.8
5.0
-0.0
5.0
47.8
2
HT
53.8
5.0
-0.0
5.0
48.8* 56.1
FIR 2=180 °
0.0
FL SRC UNMIT N.
1
CR
51.9
873
1
MT
45.5
907
1
HT
46.4
2
2
CR
59.4
57.4
2
MT
52.9
55.6
2
HT
53.9
64.6
0
= 180 °
FIR 2
=
180 °
0.0
UNIT NO 11
NEAR LANE DIST 873
FAR LANE DIST 907
BARRIER DIST 2
ELEVATION ROAD 57.4
BUILDING FLOOR 55.6
BARRIER BASE 64.6
BARRIER HEIGHT 5
VIEW ANGLE FIR 1 = 180 °
CORRECTION 0.0
UNIT NO 12
NEAR LANE DIST
FAR LANE DIST
BARRIER DIST
ELEVATION ROAD
BUILDING FLOOR
BARRIER BASE
BARRIER HEIGHT
VIEW ANGLE FIR 1
CORRECTION 0.0
1. UNIT NO 12
2. NEAR LANE DIST
3. FAR LANE DIST
4. BARRIER DIST
5. ELEVATION ROAD
6. BUILDING FLOOR
7. BARRIER BASE
8. BARRIER HEIGHT
9. VIEW ANGLE FIR 1
CORRECTION 0.0
FL
SRC
UNMIT N.
1
CR
51.9
1
MT
45.5
1
HT
46.4
2
CR
59.4
2
MT
52.9
2
HT
53.9
FIR 2=180 °
0.0
FL
SRC
UNMIT
1
CR
52.0
858
1
MT
45.6
892
1
HT
46.5
2
2
CR
59.5
57.4
2
MT
53.0
55.1
2
HT
54.0
64.1
0
=180° FIR 2=180 °
0.0
FL SRC UNMIT
1 CR 52.0
858
1
MT
45.6
892
1
HT
46.5
2
2
CR
59.5
57.4
2
MT
53.0
55.1
2
HT
54.0
64.1
5
=180°
FIR 2=180°
0.0
BLOS BLOS-BH BL
-4.0
-4.0
18.0
-4.0
-4.0
18.0
-4.0
-4.0
18.0
5.0
5.0
0.0
5.0
5.0
0.0
5.0
5.0
0.0
BLOS BLOS-BH BL
-4.0
-9.0
18.0
-4.0
-9.0
18.0
-4.0
-9.0
18.0
5.0
-0.0
5.0
5.0
-0.0
5.0
5.0
-0.0
5.0
N. BLOS
BLOS-BH BL
-4.0
-4.0
18.0
-4.0
-4.0
18.0
-4.0
-4.0
18.0
5.0
5.0
0.0
5.0
5.0
0.0
5.0
5.0
0.0
N. BLOS
BLOS-BH
BL
-4.0
-9.0
18.0
-4.0
-9.0
18.0
-4.0
-9.0
18.0
5.0
-0.0
5.0
5.0
-0.0
5.0
5.0
-0.0
5.0
ATN N. TOT
33.9
27.5
28.4* 35.7
59.4
52.9
53.9* 61.2
ATN N. TOT
33.9
27.5
28.4* 35.7
54.4
47.9
48.9* 56.2
ATN N. TOT
34.0
27.6
28.5* 35.8
59.5
53.0
54.0* 61.3
ATN N. TOT
34.0
27.6
28.5* 35.8
54.5
48.0
49.0* 56.3
A5/604R
L
57
FL
SRC
UNNIT
N.
BLOS
BLOS-BH
BL
ATN N.
TOT
1.
UNIT NO 1
1
CR
62.0
-4.0
-4.0
18.0
44.0
2.
NEAR LANE DIST
414
1
MT
1.0
-4.0
-4.0
18.0
-17.0
3.
FAR LANE DIST
414
1
HT
1.0
-4.0
-4.0
18.0
-17.0*
44.0
4.
BARRIER DIST
2
2
CR
62.0
4.9
4.9
0.0
62.0
5.
ELEVATION ROAD
57.4
2
MT
1.0
4.9
4.9
0.0
1.0
6.
BUILDING FLOOR
58.8
2
HT
1.0
5.0
5.0
0.0
1.0*
62.0
7.
BARRIER BASE
67.8
8.
BARRIER HEIGHT
0
9.
VIEW ANGLE FLR
1 = 180
° FLR
2 =
180 °
CORRECTION 0.0
0.0
IFL
SRC
UNMIT
N.
BLOS
BLOS-BH
BL
ATN N.
TOT
1.
UNIT NO 1
1
CR
62.0
-4.0
-9.0
18.0
44.0
2.
NEAR LANE DIST
414
1
MT
1.0
-4.0
-9.0
18.0.
-17.0
'
3.
FAR LANE DIST
414
1
HT
1.0
-4.0
-9.0
18.0
-17.0*
44.0
4.
BARRIER DIST
2
2
CR
62.0
4.9
-0.1
5.1
56.9
5.
ELEVATION ROAD
57.4
2
MT
1.0
4.9
-0.1
5.1
-4.1
6.
7.
BUILDING FLOOR
BARRIER BASE
58.8
67.8
2
HT
1.0
5.0
-0.0
5.0
-4.0*
56.9
8.
BARRIER HEIGHT
5
9.
VIEW ANGLE FLR
1 = 180
FIR
2 =
180 °
CORRECTION 0.0
0.0
FL
SRC
UNMIT
N.
BLOS
BLOS-BH
BL
ATN N.
TOT
1.
UNIT NO 1
1
CR
62.0
-4.0
-10.0
18.0
44.0
2.
NEAR LANE DIST
414
1
MT
1.0
-4.0
-10.0
18.0
-17.0
3.
FAR LANE DIST
414
1
HT
1.0
-4.0
-10.0
18.0
-17.0*
44.0
4.
BARRIER DIST
2
2
CR
62.0
4.9
-1.1
10.8
51.2
5.
ELEVATION ROAD
57.4
2
MT
1.0
4.9
-1.1
10.7
-9.7
6.
BUILDING FLOOR
58.8
2
HT
1.0
5.0
-1.0
10.5
-9.5*
51.2
7.
BARRIER BASE
67.8
8.
BARRIER HEIGHT
6
9.
VIEW ANGLE FLR
1 = 180
° FLR 2 =
180 °
'
CORRECTION 0.0
0.0
FL
SRC
UNNIT
N.
BLOS
BLOS-BH
BL
ATN N.
TOT
1.
UNIT NO 2
1
CR
62.0
-4.0
-4.0
18.0
44.0
2.
NEAR LANE DIST
505
1
MT
1.0
-4.0
-4.0
18.0
-17.0
3.
FAR LANE DIST
505
1
HT
1.0
-4.0
-4.0
18.0
-17.0*
44.0
4.
BARRIER DIST
2
2
CR
62.0
4.9
4.9
0.0
62.0
5.
ELEVATION ROAD
57.4
2
MT
1.0
5.0
5.0
0.0
1.0
'
6.
BUILDING FLOOR
58.5
2
HT
1.0
5.0
5.0
0.0
1.0*
62.0
7.
BARRIER BASE
67.5
8.
BARRIER HEIGHT
0
9.
VIEW ANGLE FLR
1 = 180
° FLR 2 =
180 °
CORRECTION 0.0
0.0
FL SRC
UNMIT
N.
BLOS
BLOS-BH
BL
ATN N.
TOT
1.
UNIT NO 2
1
CR
62.0
-4.0
-9.0
18.0
44.0
2.
NEAR LANE DIST
505
1
MT
1.0
-4.0
-9.0
18.0
-17.0
3.
FAR LANE DIST
505
1
HT
1.0
-4.0
-9.0
18.0
-17.0*
44.0
4.
BARRIER DIST
2
2
CR
62.0
4.9
-0.1
5.1
56.9
5.
ELEVATION ROAD
57.4
2
MT
1.0
5.0
-0.0
5.0
-4.0
6.
BUILDING FLOOR
58.5
2
HT
1.0
5.0
-0.0
5.0
-4.0*
56.9
7.
BARRIER BASE
67.5
8.
9.
BARRIER HEIGHT
VIEW ANGLE FLR
5
1 = 180
FLR 2 =
180 °
CORRECTION 0.0
0.0
I
I
A5/604R
58
I
I
L
I
I
I
u
I
I
H
I
I
1. UNIT NO 2
2. NEAR LANE DIST
3. FAR LANE DIST
4. BARRIER DIST
5. ELEVATION ROAD
6. BUILDING FLOOR
7. BARRIER BASE
8. BARRIER HEIGHT
9. VIEW ANGLE FIR 1
CORRECTION 0.0
1.
2.
3.
4.
5.
6.
7.
8.
9.
1.
2.
3.
4.
5.
6.
7.
8.
9.
1.
2.
3.
4.
5.
6.
7.
8.
9.
1.
2.
3.
4.
5.
6.
7.
8.
9.
FL SRC UNNIT N.
1
CR
62.0
505
1
MT
1.0
505
1
HT
1.0
2
2
CR
62.0
57.4
2
MT
1.0
58.5
2
HT
1.0
67.5
6
= 180 °
FIR 2
=
180 °
0.0
FL SRC UNMIT
UNIT NO 3
1
CR
62.0
NEAR LANE DIST
498
1
MT
1.0
FAR LANE DIST
498
1
HT
1.0
BARRIER DIST
2
2
CR
62.0
ELEVATION ROAD
57.4
2
MT
1.0
BUILDING FLOOR
58.5
2
HT
1.0
BARRIER BASE
67.5
BARRIER HEIGHT
0
VIEW ANGLE FIR
1 = 180 °
FIR 2 =
180 °
CORRECTION 0.0
0.0
UNIT NO 3
NEAR LANE DIST
FAR LANE DIST
BARRIER.DIST
ELEVATION ROAD
BUILDING FLOOR
BARRIER BASE
BARRIER HEIGHT
VIEW ANGLE FIR
CORRECTION 0.
BLOS
BLOS-BH
BL
-4.0
-10.0
18.0
-4.0
-10.0
18.0
-4.0
-10.0
18.0
4.9
-1.1
10.7
5.0
-1.0
10.6
5.0
-1.0
10.5
N. BLOS
BLOS-BH
BL
-4.0
-4.0
18.0
-4.0
-4.0
18.0
-4.0
-4.0
18.0
4.9
4.9
0.0
5.0
5.0
0.0
5.0
5.0
0.0
FL SRC UNMIT N
1
CR
62.0
498
1
MT
1.0
498
1
HT
1.0
2
2
CR
62.0
57.4
2
MT
1.0
58.5
2
HT
1.0
67.5
5
1=1800FIR 2=180 °
0 0.0
UNIT NO 4
NEAR LANE DIST
FAR LANE DIST
BARRIER DIST
ELEVATION ROAD
BUILDING FLOOR
BARRIER BASE
BARRIER HEIGHT
VIEW ANGLE FIR 1
CORRECTION 0.0
FL SRC UNMIT N.
1
CR
62.0
601
1
MT
1.0
601
1
HT
1.0
2
2
CR
62.0
57.4
2
MT
1.0
58
2
HT
1.0
67
0
=180 °
FIR
2=180
°
0.0
UNIT NO 4
NEAR LANE DIST
FAR LANE DIST
BARRIER DIST
ELEVATION ROAD
BUILDING FLOOR
BARRIER BASE
BARRIER HEIGHT
VIEW ANGLE FIR 1
CORRECTION 0.0
FL SRC UNMIT N.
1
CR
62.0
601
1
MT
1.0
601
1
HT
1.0
2
2
CR
62.0
57.4
2
MT
1.0
58
2
HT
1.0
67
5
=1800 FIR 2=180
0.0
BLOS BLOS-BH BL
-4.0
-9.0
18.0
-4.0
-9.0
18.0
-4.0
-9.0
18.0
4.9
-0.1
5.1
5.0
-0.0
5.0
5.0
-0.0
5.0
BLOS BLOS-BH BL
-4.0
-4.0
18.0
-4.0
-4.0
18.0
-4.0
-4.0
18.0
5.0
5.0
0.0
5.0
5.0
0.0
5.0
5.0
0.0
BLOS-BLOS-BH BL
-4.0
-9.0
18.0
-4.0
-9.0
18.0
-4.0
-9.0
18.0
5.0
-0.0
5.0
5.0
-0.0
5.0
5.0
-0.0
5.0
ATN N. TOT
44.0
-17.0
-17.0* 44.0
51.3
-9.6
-9.5* 51.3
ATN N. TOT
44.0
-17.0
-17.0* 44.0
62.0
1.0
1.0* 62.0
ATN N. TOT
44.0
-17.0
-17.0* 44.0
56.9
-4.0
-4.0* 56.9
ATN N. TOT
44.0
-17.0
-17.0* 44.0
62.0
1.0
1.0* 62.0
ATN N. TOT
44.0
-17.0
-17.0* 44.0
57.0
-4.0
-4.0* 57.0
I
if
A5/604R
59
li
I
FL
SRC
UNMIT
N.
BLOS
BLOS-BH
BL
ATN N.
TOT
1.
UNIT NO 4
1
CR
62.0
-4.0
-10.0
18.0
44.0
2.
NEAR LANE DIST
601
1
MT
1.0
-4.0
-10.0
18.0
-17.0
3.
FAR LANE DIST
601
1
HT
1.0
-4.0
-10.0
18.0
-17.0*
44.0
4.
BARRIER DIST
2
2
CR
62.0
5.0
-1.0
10.6
51.4
5.
ELEVATION ROAD
57.4
2
MT
1.0
5.0
-1.0
10.5
-9.5
6.
BUILDING FLOOR
58
2
HT
1.0
5.0
-1.0
10.4
-9.4*
51.4
7.
BARRIER BASE
67
8.
BARRIER HEIGHT
6
9.
VIEW ANGLE FIR
1 = 180
FIR
2 =
180 °
CORRECTION 0.0
0.0
FL
SRC
UNMIT
N.
BLOS
BLOS-BH
BL
ATN N.
TOT
1.
UNIT NO 6
1
CR
62.0
-4.0
-4.0
18.0
44.0
2.
NEAR LANE DIST
711
1
MT
.1.0
-4.0
-4.0
18.0
-17.0
3.
FAR LANE DIST
711
1
HT
1.0
-4.0
-4.0
18.0
-17.0*
44.0
4.
BARRIER DIST
2
2
CR
62.0
5.0
5.0
0.0
62.0
5.
ELEVATION ROAD
57.4
2
MT
1.0
5.0
5.0
0.0
1.0
6.
BUILDING FLOOR
56.7
2
HT
1.0
5.0
5.0
0.0
1.0*
62.0
7.
BARRIER BASE
65.7
8.
BARRIER HEIGHT
0
9.
VIEW ANGLE FIR
1 = 180
FIR
2 =
180 °
CORRECTION 0.0
0.0
FL
SRC
UNMIT
N.
BLOS
BLOS-BH
BL
ATN N.
TOT
1.
UNIT NO 6
1
CR
62.0
-4.0
-9.0
18.0
44.0
2.
NEAR LANE DIST
711
1
MT
1.0
-4.0
-9.0
18.0
-17.0
3.
FAR LANE DIST
711
1
HT
1.0
-4.0
-9.0
18.0
-17.0*
44.0
4.
BARRIER DIST
2
2
CR
62.0
5.0
-0.0
5.0
57.0
5.
ELEVATION ROAD
57.4
2
MT
1.0
5.0
-0.0
5.0
-4.0
6.
BUILDING FLOOR
56.7
2
HT
1.0
5.0
-0.0
5.0
-4.0*
57.0
7.
BARRIER BASE
65.7
8.
BARRIER HEIGHT
5
9.
VIEW ANGLE FIR
1 = 180
FIR
2 =
180 °
CORRECTION 0.0
0.0
FL
SRC
UNMIT
N.
BLOS
BLOS-BH
BL
ATN N.
TOT
1.
UNIT NO 6
1
CR
62.0
-4.0
-10.0
18.0
44.0
2.
NEAR LANE DIST
711
1
MT
1.0
-4.0
-10.0
18.0
-17.0
3.
FAR LANE DIST
711
1
HT
1.0
-4.0
-10.0
18.0
-17.0*
44.0
4.
BARRIER DIST
2
2
CR
62.0
5.0
-1.0
10.5
51.5
5.
ELEVATION ROAD
57.4
2
MT
1.0
5.0
-1.0
10.5
-9.5
6.
BUILDING FLOOR
56.7
2
HT
1.0
5.0
-1.0
10.4
-9.4*
51.5
7.
BARRIER BASE
65.7
8.
BARRIER HEIGHT
6
9.
VIEW ANGLE FIR
1 = 180
FIR
2 =
180 °
CORRECTION 0.0
0.0
FL
SRC
UNMIT
N.
BLOS
BLOS-BH BL
ATN N.
TOT
1.
UNIT NO 7
1
CR
62.0
-4.0
-4.0
18.0
44.0
2.
NEAR LANE DIST
855
1
MT
1.0
-4.0
-4.0
18.0
-17.0
3.
FAR LANE DIST
855
1
HT
1.0
-4.0
-4.0
18.0
-17.0*
44.0
4.
BARRIER DIST
2
2
OR
62.0
5.0
5.0
0.0
62.0
5.
ELEVATION ROAD
57.4
2
MT
1.0
5.0
5.0
0.0
1.0
6.
BUILDING FLOOR
56.7
2
HT
1.0
5.0
5.0
0.0
1.0*
62.0
7.
BARRIER BASE
65.7
8.
BARRIER HEIGHT
0
9.
VIEW ANGLE FIR
1 = 180
° FIR
2 =
180 °
CORRECTION 0.0
0.0
11
[i
1l
I
L
I
I
I
I
n'
'I
I
I
I
I
I
I
I
I
1.
2.
3.
4.
5.
6.
7.
8.
9.
1.
2.
3.
4.
5.
6.
7.
8.
9.
1.
2.
3.
4.
5.
6.
7.
8.
9.
UNIT NO 7
NEAR LANE DIST
FAR LANE DIST
BARRIER DIST
ELEVATION ROAD
BUILDING FLOOR
BARRIER BASE
BARRIER HEIGHT
VIEW ANGLE FIR 1
CORRECTION 0.0
UNIT NO 7
NEAR LANE DIST
FAR LANE DIST
BARRIER DIST
ELEVATION ROAD
BUILDING FLOOR
BARRIER BASE
BARRIER HEIGHT
VIEW ANGLE FIR 1
CORRECTION 0.0
FL
SRC
UNMIT N.
BLOS
BLOS-BH
BL
1
CR
62.0
-4.0
-9.0
18.0
855
1
MT
1.0
-4.0
-9.0
18.0
855
1
HT
1.0
-4.0
-9.0
18.0
2
2
CR
62.0
5.0
-0.0
5.0
57.4
2
MT
1.0
5.0
-0.0
5.0
56.7
2
HT
1.0
5.0
-0.0
5.0
65.7
5
= 180
FIR
2 =
180 °
0.0
FL
SRC
UNMIT N.
BLOS
BLOS-BH
BL
1
CR
62.0
-4.0
-10.0
18.0
855
1
MT
1.0
-4.0
-10.0
18.0
855
1
HT
1.0
-4.0
-10.0
18.0
2
2
CR
62.0
5.0
-1.0
10.5
57.4
2
MT
1.0
5.0
-1.0
10.4
56.7
2
HT
1.0
5.0
-1.0
10.4
65.7
6
=180
FIR
2=180
°
0.0
UNIT NO 8
NEAR LANE DIST 841
FAR LANE DIST 841
BARRIER DIST 2
ELEVATION ROAD 58.3
BUILDING FLOOR 55.8
BARRIER BASE 64.8
BARRIER HEIGHT 0
VIEW ANGLE FIR 1 = 180
CORRECTION 0.0
1. UNIT NO 8
2. NEAR LANE DIST
3. FAR LANE DIST
4. BARRIER DIST
5. ELEVATION ROAD
6. BUILDING FLOOR
7. BARRIER BASE
8. BARRIER HEIGHT
9. VIEW ANGLE FIR 1
CORRECTION 0.0
ATN N. TOT
44.0
-17.0
-17.0* 44.0
57.0
-4.0
-4.0* 57.0
ATN N. TOT
44.0
-17.0
-17.0* 44.0
51.5
-9.4
-9.4* 51.5
FL
SRC
UNMIT N.
BLOS
BLOS-BH
BL
ATN N. TOT
1
CR
62.0
-4.0
-4.0
18.0
44.0
1
MT
1.0
-4.0
-4.0
18.0
-17.0
1
HT
1.0
-4.0
-4.0
18.0
-17.0* 44.0
2
CR
62.0
5.0
5.0
0.0
62.0
2
MT
1.0
5.0
5.0
0.0
1.0
2
HT
1.0
5.0
5.0
0.0
1.0* 62.0
° FIR 2 = 180 °
0.0
FL SRC UNMIT N.
1
CR
62.0
841
1
MT
1.0
841
1
HT
1.0
2
2
CR
62.0
58.3
2
MT
1.0
55.8
2
HT
1.0
64.8
5
= 180 ° FIR 2 = 180 °
0.0
1. UNIT NO 9
2. NEAR LANE DIST 879
3. FAR LANE DIST 879
4. BARRIER DIST 2
5. ELEVATION ROAD 57.4
6. BUILDING FLOOR 57.8
7. BARRIER BASE 66.S
8. BARRIER HEIGHT 0
9. VIEW ANGLE FIR 1 = 180 °
CORRECTION 0.0
FL
SRC
UNMIT N
1
CR
62.0
1
MT
1.0
1
HT
1.0
2
CR
62.0
2
MT
1.0
2
HT
1.0
FIR 2 = 180 °
0.0
BLOS
BLOS-BH
BL
ATN N. TOT
-4.0
-9.0
18.0
44.0
-4.o
-9.0
18.0
-17.0
-4.0
-9.0
18.0
-17.0* 44.0
5.0
-0.0
5.0
57.0
5.0
-0.0
5.0
-4.0
5.0
-0.0
5.0
-4.0* 57.0
BLOS BLOS-BH BL ATN N. TOT
-4.0
-4.0
18.0
44.0
-4.0
-4.0
18.0
-17.0
-4.0
-4.0
18.0
-17.0* 44.0
5.0
5.0
0.0
62.0
5.0
5.0
0.0
1.0
5.0
5.0
0.0
1.0* 62.0
j
A5/604R
61
FL SRC
UNMIT
N.
BLOS BLOS-BH BL
ATN N.
TOT
1.
UNIT NO 9
1
CR
62.0
-4.0
-9.0
18.0
44.0
2.
NEAR LANE DIST
879
1
MT
1.0
-4.0
-9.0
18.0
-17.0
3.
FAR LANE DIST
879
1
HT
1.0
-4.0
-9.0
18.0
-17.0*
44.0
4.
BARRIER DIST
2
2
CR
62.0
5.0
-0.0
5.0
57.0
5.
ELEVATION ROAD
57.4
2
MT
1.0
5.0
-0.0
5.0
-4.0
6.
BUILDING FLOOR
57.8
2
HT
1.0
5.0
-0.0
5.0
-4.0*
57.0
7,
BARRIER BASE
66.8
8.
BARRIER HEIGHT
5
9.
VIEW ANGLE FLR
1 = 180
FLR 2 =
180 °
CORRECTION 0.0
0.0
FL SRC
UNMIT
N.
BLOS
BLOS-BH
BL
ATN N.
TOT
1.
UNIT NO 9
1
CR
62.0
-4.0
-10.0
18.0
44.0
2.
NEAR LANE DIST
879
1
MT
1.0
-4.0
-10.0
18.0
-17.0
3.
FAR LANE DIST
879
1
HT
1.0
-4.0
-10.0
18.0
-17.0*
44.0
4.
BARRIER DIST
2
2
CR
62.0
5.0
-1.0
10.5
51.5
5.
ELEVATION ROAD
57.4
2
MT
1.0
5.0
-1.0
10.5
-9.5
6.
BUILDING FLOOR
57.8
2
HT
1.0
5.0
-1.0
10.4
-9.4*
51.5
7.
BARRIER BASE
66.8
8.
BARRIER HEIGHT
6
9.
VIEW ANGLE FLR
1 = 180
FLR 2
=
180 °
CORRECTION 0.0
0.0
FL SRC
UNMIT
N.
BLOS
BLOS-BH
BL
ATN N.
TOT
1.
UNIT NO 10
1
CR
62.0
-4.0
-4.0
18.0
44.0
2.
NEAR LANE DIST
953
1
MT
1.0
-4.0
-4.0
18.0
-17.0
3.
FAR LANE DIST
953
1
HT
1.0
-4.0
-4.0 '
18.0
-17.0*
44.0
4.
BARRIER DIST
2
2
OR
62.0
5.0
5.0
0.0
62.0
5.
ELEVATION ROAD
57.4
2
MT
1.0
5.0
5.0
0.0
1.0
6.
BUILDING FLOOR
56.9
2
HT
1.0
5.0
5.0
0.0
1.0*
62.0
7.
BARRIER BASE
65.9
8.
BARRIER HEIGHT
0
9.
VIEW ANGLE FLR
1 = 180
° FLR 2
=
180 °
CORRECTION 0.0
0.0
FL SRC
UNMIT
N.
BLOS
BLOS-BH
BL
ATN N.
TOT
1.
UNIT NO 10
1
CR
62.0
-4.0
-9.0
18.0
44.0
2.
NEAR LANE DIST
953
1
MT
1.0
-4.0
-9.0
18.0
-17.0
3.
FAR LANE DIST
953
1
HT
1.0
-4.0
-9.0
18.0
-17.0*
44.0
4.
BARRIER DIST
2
2
OR
62.0
5.0
-0.0
5.0
57.0
5.
ELEVATION ROAD
57.4
2
MT
1.0
5.0
-0.0
5.0
-4.0
6.
BUILDING FLOOR
56.9
2
HT
1.0
5.0
-0.0
5.0
-4.0*
57.0
7.
BARRIER BASE
65.9
8.
BARRIER HEIGHT
5
9.
VIEW ANGLE FLR
1 = 180
° FLR 2
=
180 °
CORRECTION 0.0
0.0
FL SRC
UNMIT
N.
BLOS
BLOS-BH
BL
ATN N.
TOT
1.
UNIT NO 11
1
CR
62.0
-4.0
-4.0
18.0
44.0
2.
NEAR LANE DIST
936
1
MT
1.0
-4.0
-4.0
18.0
-17.0
3.
FAR LANE DIST
936
1
HT
1.0
-4.0
-4.0
18.0
-17.0*
44.0
4.
BARRIER DIST
2
2
OR
62.0
5.0
5.0
0.0
62.0
5.
ELEVATION ROAD
57.4
2
MT
1.0
5.0
5.0
0.0
1.0
6.
BUILDING FLOOR
55.6
2
HT
1.0
5.0
5.0
0.0
1.0*
62.0
7.
BARRIER BASE
64.6
8.
BARRIER HEIGHT
0
9.
VIEW ANGLE FLR
1 = 180
FLR 2
=
180 °
CORRECTION 0.0
0.0
A5/604R
62
I
j
I
I
I
I
I
I
I
L
I
I
1
1. UNIT NO 11
2. NEAR LANE DIST
3. FAR LANE DIST
4. BARRIER DIST
5. ELEVATION ROAD
6. BUILDING FLOOR
7. BARRIER BASE
8. BARRIER HEIGHT
9. VIEW ANGLE FIR 1
CORRECTION 0.0
FL SRC UNMIT
1 CR 62.0
936
1
MT
1.0
936
1
HT
1.0
2
2
CR
62.0
57.4
2
MT
1.0
55.6
2
HT
1.0
64.6
5
= 180 °
FIR 2
=
180 °
0.0
N. BLOS
BLOS-BH
BL
-4.0
-9.0
18.0
-4.0
-9.0
18.0
-4.0
-9.0
18.0
5.0
-0.0
5.0
5.0
-0.0
5.0
5.0
-0.0
5.0
FL SRC UNMIT N.
1.
UNIT NO 11
1
CR
62.0
2.
NEAR LANE DIST
936
1
MT
1.0
3.
FAR LANE DIST
936
1
HT
1.0
4.
BARRIER DIST
2
2
CR
62.0
5.
ELEVATION ROAD
57.4
2
MT
1.0
6.
BUILDING FLOOR
55.6
2
HT
1.0
7.
BARRIER BASE
64.6
8.
BARRIER HEIGHT
5.5
9.
VIEW ANGLE FIR
1 = 180
° FIR
2 =
180 °
CORRECTION 0.0
0.0
FL
SRC
UNMIT N.
1.
UNIT NO 11
1
CR
62.0
2.
NEAR LANE DIST
936
1
MT
1.0
3.
FAR LANE DIST
936
1
HT
1.0
4.
BARRIER DIST
2
2
CR
62.0
5.
ELEVATION ROAD
57.4
2
MT
1.0
6.
BUILDING FLOOR
55.6
2
HT
1.0
7.
BARRIER BASE
64.6
8.
BARRIER HEIGHT
6
9.
VIEW ANGLE FIR
1 = 180
FIR
2 =
180 °
CORRECTION 0.0
0.0
FL SRC UNMIT N
1.
UNIT NO 12
1
CR
62.0
2.
NEAR LANE DIST
921
1
MT
1.0
3.
FAR LANE DIST
921
1
HT
1.0
4.
BARRIER DIST
2
2
CR
62.0
5.
ELEVATION ROAD
57.4
2
MT
1.0
6.
BUILDING FLOOR
55.1
2
HT
1.0
7.
BARRIER BASE
64.1
8.
BARRIER HEIGHT
0
9.
VIEW ANGLE FIR
1 = 180 °
FIR
2 =
180 °
CORRECTION 0.0
0.0
1. UNIT NO 12
2. NEAR LANE DIST 921
3. FAR LANE DIST 921
4. BARRIER DIST 2
5. ELEVATION ROAD 57.4
6. BUILDING FLOOR 55.1
7. BARRIER BASE 64.1
8. BARRIER HEIGHT 5
9. VIEW ANGLE FIR 1 = 180 °
CORRECTION 0.0
FL
SRC
UNMIT N.
1
CR
62.0
1
MT
1.0
1
HT
1.0
2
CR
62.0
2
MT
1.0
2
HT
1.0
FIR 2 = 180 °
0.0
BLOS BLOS-BH BL
-4.0
-9.5
18.0
-4.0
-9.5
18.0
-4.0
-9.5
18.0
5.0
-0.5
7.4
5.0
-0.5
7.3
5.0
-0.5
7.3
BLOS
BLOS-BH
BL
-4.0
-10.0
18.0
-4.0
-10.0
18.0
-4.0
-10.0
18.0
5.0
-1.0
10.5
5.0
-1.0
10.4
5.0
-1.0
10.3
BLOS BLOS-BH BL
-4.0
-4.0
18.0
-4.0
-4.0
18.0
-4.0
-4.0
18.0
5.0
5.0
0.0
5.0
5.0
0.0
5.0
5.0
0.0
BLOS BLOS-BH BL
-4.0
-9.0
18.0
-4.0
-9.0
18.0
-4.0
-9.0
18.0
5.0
-0.0
5.0
5.0
-0.0
5.0
5.0
-0.0
5.0
ATN N. TOT
44.0
-17.0
-17.0* 44.0
57.0
-4.0
-4.0* 57.0
ATN N. TOT
44.0
-17.0
-17.0* 44.0
54.6
-6.3
-6.3* 54.6
ATN N. TOT
44.0
-17.0
-17.0* 44.0
51.5
-9.4
-9.3* 51.5
ATN N. TOT
44.0
-17.0
-17.0* 44.0
62.0
1.0
1.0* 62.0
ATN N. TOT
44.0
-17.0
-17.0* 44.0
57.0
-4.0
-4.0* 57.0
1
63
FL SRC UNMIT N.
1.
UNIT NO 12
1
CR
62.0
2.
NEAR LANE DIST
921
1
MT
1.0
3.
FAR LANE DIST
921
1
HT
1.0
4.
BARRIER DIST
2
2
OR
62.0
5.
ELEVATION ROAD
57.4
2
MT
1.0
6.
BUILDING FLOOR
55.1
2
HT
1.0
7.
BARRIER BASE
64.1
8.
BARRIER HEIGHT
5.5
9.
VIEW ANGLE FLR
1 = 180 °
FLR 2
=
180 °
CORRECTION 0.0
0.0
FL SRC UNMIT N.
1.
UNIT NO 12
1
CR
62.0
2.
NEAR LANE DIST
921
1
MT
1.0
3.
FAR LANE DIST
921
1
HT
1.0
4.
BARRIER DIST
2
2
CR
62.0
5.
ELEVATION ROAD
57.4
2
MT
1.0
6.
BUILDING FLOOR
55.1
2
HT
1.0
7.
BARRIER BASE
64.1
8.
BARRIER HEIGHT
6
9.
VIEW ANGLE FLR 1
= 180 °
FLR 2
=
180 °
CORRECTION 0.0
0.0
I
I
It
1
BLOS BLOS-BH BL
-4.0
-9.5
18.0
-4.0
-9.5
18.0
-4.0
-9.5
18.0
5.0
-0.5
7.4
5.0
-0.5
7.3
5.0
-0.5
7.3
BLOS
BLOS-BH BL
-4.0
-10.0
18.0
-4.0
-10.0
18.0
-4.0
-10.0
18.0
5.0
-1.0
10.4
5.0
-1.0
10.4
5.0
-1.0
10.3
ATN N. TOT
44.0
-17.0
-17.0* 44.0
54.6
-6.3
-6.3* 54.6
ATN N. TOT
44.0
-17.0
-17.0* 44.0
51.6
-9.4
-9.3* 51.6
v
414
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NOTES
1. UNIT SUMMARY
TYPE A 28
TYPE B 40`
TYPE C `:.' 20
TOTAL NO' UNITS 88
2. SITE ACREAGE
LOT' 1 2 * 732 AC.
LOT 23.138 AC.
.LOT 3" 0.184 AC.
TOTAL'NET ACRES 6.054 AC.
,3. UNIT DESCRIPTION.
TYPE.A - UPPER LEVEL UNIT OVER GARAGE
TYPE B SINGLE STORY BOTH UPPER AND LOWER
LEVEL UNITS
TYPE C -.' TWO STORY UNIT
4. EACH UNIT SHALL CONSIST OF A RESIDENTIAL
ELEMENT AND A GARAGE ELEMENT.
5. PATIOS DECKS BALCONIES, X I S, EXTERIOR STAIRS AND
AIR CONDITIONING PADS APPURTENANT TO THE
UNITS SHALL BE DESIGNATED "RESTRICTED COMMON
AREA".
R.'E'LlI1111NARY CON.DOMINIUM PLAN
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20g UPPER LEVEL UNIT NO. -AND TYPE
19B LOWER LEVEL UNIT NO. AND TYPE
-- INDICATES TRACT BOUNDARY
INDICATES LOT LINE
OA -INDICATES.BUILDING DESIGNATION
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72B 130 Baycreet Court
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Ar
-.1 /1 _ -�' „ 17C 33 Baycrest Court
/ I
Q Q _/�) / / - 730 100 HaYcreat Court �^ -`!
, 86V80Z C8L - CLL 891/a9t• '' / 01 - '! f P:i - I,, ` - 20B 35 Baycrest Court y , a
1 .I j I - _ - 23A 41 Baycrest Court 77C 118 Baycrest Court ,
- / p a - Y . ,, ,v - - _ 20B 39 Baycrest Court 77C 11B Baycrest Court `a
0 1 ti V.. r 70H 12D Baycrest Court PLANS FOR STREET.
I PAD. 55.10 It \ 1 - J 22A 36 Baycrest Court Y NOTE: SEE IMPROVEMENT
�' I F F 55.60 : 25C 30 Baycrest Court z0A B B1A Baycrest Col 6 B treat C°art AND STORM DRAIN CONSTRUCTION -
h //� a
co I . . I _ .' _ .. /� v _ BaYcrest Court r
f 1/�
26C 28 Baycrest Court s
II _ 1 - I 27A 38 Baycrest Court 82B 130 Baycrest Court .
LO I '/ - • " �� 289 42 Baycrest Court 83B •128 Baycrest Court
200 ' - .. ., Q P - 06B 136 Baycrest Court '1
` , 29B 40 Baycrest Court 84C 132 Ba treat Court qi
Z/ • .� 31C 46 Baycrest Court 07H 138 Baycrest Court "
_ _ _ _ 30C 44 Baycrest Court
i 32B 48 Baycrest Court
'61 - 33B 50 Baycrest Court - ..i
• \ \ . - -, -- ,-�,� - - - - - _ " ' _ - - 34A 52 Baycrest Court BBA 140 BaYcrest Court , "
ti Recreation Building and Garage Addreeses:
1 - G 35A 50 Baycreet Court `'0
l - - - n - � - 368 58 Baycreat Court I
/ \ ' -� - � - 3 Rec. 150 Baycreet Court - ,
I/ - __. %)�% - _ - 37B 56 Baycreat Court
, � , %\% I",a 44\k1�A � ---\I I 1 - r - , - - - - - 38C 60 Baycrest Court - - _`'"5
r _ 39C 62 Baycrest Court 2 Garage 1 Baycreet Court ,,,
., \ - : 5 _ k- 0 I° - _ 1 N 41B . 53 Baycreet Court - 1 3 Baycrest Court �. Y
r -j _ _ 43 Baycrest Court s
06
_ 42B Sl Baycreet Court 45 Baycreat Court
1/f� _ _ _ 43C 55 Baycrest Court 47 Baycrest Court
\ y \ 2 • - - , _ - - 44C 57 Baycrest Court 71 Baycrest Court ,
<,l - ' + II 'aT< - - - 46C 61 Baycrest Court ? 77 Baycrest Court I, P y
79 Ba treat Court 1?:
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WE
no
00
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1-A,� - � " - a'i' 470 65 Baycrest Court 105 Baycreet Court. 's+
(/��� c-i` . , 0 - - - f 4 - - 48B 63 Baycrest Court 121 Bayureat Court
b / 1. �Y V ,- - - .-4 y - - . -- , . - A 49A 67 Baycreat Court 125 Baycreet Cou;t - i
\\ f `,, ) ` -d' t4�. I - - -- - ,y _ _ - - I _ DESIGNED I ^H T .. '
5� / ' ' -,' 1� H - -
- , - - -- --= -- - MORSE CONSULTING GROUP S.S. ADDRESS MAP SEE '' ,��
,\ o �. 1; v PW PLANNING a ENGitvE _RING • LANDSCAPEARCHnECTURE DRAwN •
\ �>A., '
�� .
��'�.. . A � TENTATIVE TRACT
4860 IRVINE BOULEVARD, SUITE #201
IRVINE, CALIFORNIA 927141299 -7A
, I) . , ,: I "' IRVINE (714) 730.7117 PALM DESERT CHECKED
- . •' ,
1 - - - ..
y
- - - - - .-
i ,1, 1236 0
o- h! - _ � -- -� SCALE
+o ',/ si \ T ..'APPROVED DATE - j/ �.,,� ,�. r-zo'
w ° \ ' - - ... N0.` DESCRIPTION SH �' - ; A- , S , DATE
�1 r'; , . � STAHLEY C. MORSE R.C,E. 20596 . - DATE - - BAYVIEW. 159-1000 11.;1. ;
- I ' . REVISIONS , - 10 15 Bs
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86=133447
mm flit! D0. CO. CF GALE.
11ECOROED IN OFFICNL RECORUS
OF ORANCE COUNTY CALIFORNIA
CONDOMINIUM
-119nAM APR 3'86
- Mlv
':ri,.0 .1.......i. .CIA...
SHEET 1 OF S9 SHEETS
PLAN
FOR LOTS 1,2 S 3 OF
TRACT NO.12362
IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE,
STATE OF CALIFORNIA.
CERTIFICATE UNDER CALIFORNIA CIVIL CODE
(PROVIDING FOR RECORDATION OF CONDOMINIUM PLAN]
WE. THE UNDERSIGNED. BEING ALL OF THE RECORD OWNERS OF. THE RECORD HOLDERS OF SECURITY INTEREST
IN. THE REAL PROPERTY. DESCRIBED IN THE DOCUMENTS HERINAFTER MENTIONED. 00 HEREBY CERTIFY THAT:
WE HEREBY CONSENT TO THE RECORDATION OF THE PLAN OF CONDOMINIUM. PURSUANT TO CHAPTER I. TITLE 0.
PART 4. DIVISION SECOND. CALIFOFORNIA CIVIL CODE. CONSISTING OF: (1) THE DESCRIPTION OR SURVEY MAPS OF
THE SURFACE OF THE LAND INCLUDED WITHIN THE PROJECT. AS SUCH DESCRIPTION OR SURVEY MAPS ARE SET FORTH
UPON OR CONSITITUTEO BY THE SUBDIVISION MAP SHOWING LOTS 1. 2. G 3 OF TRACT 12382 IN THE COUNTY OF
ORANGE. STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 001. PAGES 33. 30 AND 37. INCLUSIVE OF
MISCELLANEOUS MAPS. IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. AND WHICH SUBDIVISION MAP
IS HEREBY REFERENCE INCORPORATED HEREIN: (11) THE DIAGRAMMATIC FLOOR PLANS ATTACHED HERETO AND
MADE A PART HEREOF: AND (ill) THIS CERTIFICATE.
DATED: -3 3 --
DAYVIEN I, A JOINT VENTURE
BY: J. M. PETERS COMPANY,
,IINNNCC..,,�A CALIFORNIA CORPOR TION
RORERT C. LIERER
VICE PRESID VICE PRESIDENT
BY: DSL SERVICE COMPANY, A CALIFORNIA CORPORATION /
i
i
R. P. DRISCOLL I= D. H011Ey,
SENIOR VICE PRESIDENT ASSISTANT SECRETARY
RE-RECORDING NOTE
THIS CONDOMINIUM PLAN WAS RR -RECORDED TO CORRECT AN ERROR
ON SHEET 7 SHIMM. TEN GARAGES SHOWN AS-0-21'. '0-19', '
AND 0-20- DIRECTLY OPPOSITE UNITS 27, 2E, AND 29, SHOULD '
BE: C-27, 0-2E, AND G-29, AND ARE CORRECTED HEREON.
86-262916
SURVEYOR'S CERTIFICATE:
I HERESY CERTIFY THAT I AM A LICE L
CON OF I 9 T9ly ti F
OF HE PROOUGTfTLOfip— 2 GST
T LOCATION OF /(ISFSP Pla JL.@OEQfi
G�f Al V3 i
��' Of CatU%dl
Hatal0e0 at IOC request of
IKOR MIT MS CO. Di CAM
800
AM JUN251986
.lW..n :'lo ;I. Ozl11CRhA
• ... • r A, RKOUF.
F THE STATE OF CALIFORNIA AND THAT THIS PLAN.
A TRUE AND COMPLETE SURVEY OF THE PERIMETER
ER MY SUPERVISION IN MARCH MEG . AND (21
SHEET 2 OF 29 SHEETS !
CONDOMINIUM PLAN
FOR LOTS 1,2 & 3 OF
TRACT NO. 12362
IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE,
STATE OF CALIFORNIA.
STATE OF CALIFORNIA) SS
COUNTY OF ORANGE
ON THIS 5IJ�
i^ DAY
INSTRUMENT ON BEHALF
:MOWN TO ME (OR FRC
A) TO BE ONE OF THE
Jip
OFFKWLSFi1L
CHRAC A E. LIEBL
PRVCWAL
axae exeaOxrY
MI Cunmabe E.0. Na. 4. Igo
STATB 0� FOR'! Ir7ibs"
COUNTY OF ORANGE
ON THIS , V DAY 01
KNOWN TO
Be THE I
DEL SER
MB
TO
ZNISSS MY HANDSS AND OFFICIAL SEAL.
THE
SAME.
MY COMMISSION EXPIRES: $-7-87 WITNESS MY HAND AND OFFICIAL SEAL.
IANICEGENELLE �A)THY'PUBLIC'ka AND 'FOR 'SMID MIT
NOTMYWItIC.CAWMi" 1, /
C 2 WWMECOUMY v
M9Caw 4.in•uq, 1. 19l9
SHEET 3 OF 2R SHEETS
CONDOMINIUM PLAN
FOR LOTS 1,2 S 3 OF
TRACT No, 12362
IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE,
STATE OF CALIFORNIA.
INDEX
TITLE SHEET 1_,L
COWNER CERTIFICATE, ETC.]
INDEX 3
NOTES AND DEFINITIONS `I'
TRACT MAP 5
BUILDING LOCATION 'MAP 61
LEGEND S
BUILDING DESCRIPTION 921
LIMITS OF UNITS
FINISH FLOOR ELEVATIONS
BENCH MARK
SHEET 4 OF 2."/ SHEETS
CONOOMINIUM PLAN
POR LOTS 1108 s 3 OP
TRACT NO. '12362
'IN THE CITY OF STATEORT CALFH, COUNTY OF ORANGE,
NOTES AND DEFINITIONS
�1• INRTHECCOUN YR OFEORANGE. STATER FTCALIFORNIA. AS SHOWN ON HE REAL PROPERTY DESCRIBED
RECORDED IN BOOK 551. PAGES 35
THROUGH 37 OF MAP& RECORDS OF ORANGE COUNTY. AND ALL OF THE IMPROVEMENTS THEREON.
THECOMMONAREAS OF THE LOT CONVEYED ONVEYED ONOWHICH HE CONDOMINIUM1S LOCATED. TOO 0 HER WITHER TH I A
SEPARATE OWNED BY INTEREST
EACH OWNER SHALL BE AS BET FORTH IN THE DECLARATION.UNDIVIDED
INTEREST IN COMMON IN THE COMMON AREAS
3. !CONDOMINIUM BUILDING' SHALL MEAN A SEPARATE BUILDING CONTAINING ONE OR MORE UNITS.
4. -DECLARATION.
SHALL
OFETHAT EIDECLARATION AND RESTRICTION
AND ESEVERATIOEASEMENTS TO BE RECORDED OR THE PURPOSE OF IMPOSING MUTUALLY ENEFICIAL
RESTRICTIONS AGAINST THE PROPERTY IN CONNEOTION WITH USE OF THE PROPERTY AS A CONDOMINIUM
SPEC CT. AY DEFINED WEO IN SHE0.EIN SHALLECTION
DECLARATION.FTHE HAVE THE CALIFORNIA
13MNIT ONS SAS THOSE CONTAINED ANY TERMS
OTHERWISE
ONTA NED INTHE
DECLARATION. OTHERWNERS OF
B. e'•n.mnMlHN( MS NNTHE THE PROJECT. EACH OF THE (UM NOT UNITS SHALLED IN BE SEPARATELY SHON WITH WN. NUMBERED. AND
TIAL ELEMENT AND A GARAGE ELEMENT. IN
B.
•••7.'••'RESTRICTED COMMON AREAS'
EASEMENT ARE RESERVED FD
STAIRWAYS. THE RESTRICTED
AND ARE ASSIGNED HEREIN T
ASSIGNED
UNIT CONSTRUCTED OR RECONS
.THE ORIGINAL PLANS THEREOF,
ITS BOUNDARIES. RATHER THA
DECLARAION. REGARDLESS OF
REGARDLTESS OF MINOR VARIANC
IN THE DECLARATION AND
'COMMON AREAS' SHALL MEAN
FURTHER INCLUDE. WITHOUT I
NECESSARILY BY WAY OF FEE
CONDUITS- WIRES AND OTHER
THE OUTLETS THEREOF WHEN L
AIRSPACE ABOVE THE STRUCI
FOUNDATION PARTYWI
WALKWAYS. PO L.BS. TENNIS COU
THE PROPERTY. AND OTHER REI
AND LANDSCAPING ON THOSE AF
SHALL MEAN THOSE PORTIONS OF THE COMMON AREA OVER WHICH EXCLUSIVE
R THE BENEFIT OF THE OWNERS OF CERTAIN UNITS. FOR PATIO& DECKS. AND
COMMON AREAS IN THE PROJECT FOR PATIOS AND DECKS ARE SHOWN HEREIN.
O PARTICULAR UNITS BY INDICATING THE UNIT NUMBER TO WHICH THEY ARE
H UNIT CONSIST OF A RESICEN
TIONS AND PLANS. THE EXISTING PHYSICAL BOUNDARIES OF THE UNIT OR A
TRUCTEO IN SUBSTANTIAL ACCORDANCE WITH THE CONDOMINIUM PLAN AND
IF SUCH PLANS ARE AVAILABLE. SHALL BE CONCLUSIVELY PRESUMED TO BE
N THE DESCRIPTION EXPRESSED .IN THE OEEO. CONOOMINIUM PLAN OR
SETTLING OR LATERAL MOVEMENT OF THE CONDOMINIUM BUILDING AND
ES BETWEEN BOUNDARIES. AS SHOWN ON THE CONDOMINIUM PLAN OR DEFINED
THE BOUNDARIES OF A CONDOMINIUM BUILDING AS CONBTRUCTEO OR
ALL AREAS ON THE PROJECT. EXCEPT UNITS I TO BS INCLUBIVE. AND SHALL
IMITATION. FOR MAINTENANCE PURPOSES OF THE ASSOCIATION. BUT NOT
ITL& ALL GA& WATER AND WASTE PIPES. ALL SEWER& ALL DUCT& CHUTES.
JTILITY INSTALLATIONS OF THE STRUCTURES WHEREVER LOCATED (EXCEPT
)DATED WITHIN THE UNITSL THE LOT UPON WHICH THE, STRUCTURES AND THE
JRES. ALL BEARING WALLS. COLUMNS- UNFINISHED FLOORS. THE ROOFS.
LLS. UTILITY WALLS. FOUNDATION& PRIVATE STREETS OR DRIVEWAYS.
IT. SAUNA. JACUZZI, SPA, CABANA. LAKE AND STREAM AREAS LOCATED -ON
�REATIONAI. FACILITIES OR EQUIPMENT. COMMON STAIRWAYS. PARKING AREAS.
1...., ,.ae .nT naawECT AS A PART OF THE UNITS.
B. RE9SIOENCE OENTFO •HEREN BYEUNITHAT T NUMBER TION OF A ANG BOUNDEDUNIT
BYDESIGNED
CONTAI EOUSE
AS
SINGLE FAMILY
NTERIOR
UNFINI9HE0 BtJRFACE9 OF THE PERIMETER WALLS. FLOORS. CEILING& WINDOWS ANO OOOR9 OF EACH
RE91DEN7IAL ELEMENT RO THE OUTLE78 OP ALL• UTILITY IN9TALLATION9 THEREIN.
S. FOR IUSEOA A RECEAT aNALi GIAROFU•1CING AND/OR LANESCIAPWG AREA�EAICH PATIO HWBI BE NOI ENNTI ED
EFIEO
HEREIN BY THE WORD 'PATIO' FOLLOWED BY THE NUMBER OF THE UNIT TO WHICH THE PATIO 19 PS69 THE
.
MPRO EM NT AND EARTH LY ND WITHIN( BA OR BOUNDARIES (EXCEPT Ae 9TA EO UN NOTETB A OVEI AND THE
AIR SPACE ENCOMPA59ED BY AIO BOUNOARtE9. ,
ESIONCO
IB. FOR USE ABLA OECK.'OECK� BHATEACH OECKTEHAB BEEN OENTEIFISO SHEREIN TBY THE WORON'OECK RfOLLOWEDBY THE
NUMBER OF THE UNIT THE DECK 19 ASSIGNED. THE BOUNDARIES OF EACH DECK ARE A9 SHOWN HEREIN. EACH
DECK INCI.0 ES THE SPE IM ROVE
90 EY SAWITHIN RBEASI0 BOUNDARIES (EXCEPT AS STATED IN NOTE 5 A8OVE1
AND THE AIR ACE 9EID
NITS
O FOR USE AS A GARAGE. EACH
II• • GARAGES ELEMENT •SEAS BEENAINOENTIFIEO N THAT RTION OF HEREIN BYETHEILETTER ,GE9IOR EHE WORM 'GARAGE' FOLLOWED
BY THE GARAGE CH
UELIEMENTBER OF THE UNIT Of.ARE AS SHOWN HEREIJN.ICH THE GARAGE ELEMENT 13 A PART. EACH GARAGE INCLUDES THE IMPROVEMENTS 10 BOUNING DARIETHINS.
THE BOUNDARIES OF 8A10
BOUNDARIES (EXCEPT AS STATED IN NOTE B ABOVE( AND THE AIR SPACE ENCOMPASSED BY SAID BOUNDARIES.
13. ALL AIR SPACE BOUNDARY LINES INTERSECT AT RIGHT ANGLE& UNLESS OTHERWISE INDICATED BY THE LETTER
•M•, DENOTING AN INCLINED PLANE.
13. ALL BUILDING POSITIONING DIMENSIONS ARE MEASURED AT RIGHT. ANOLES TO THE EXTERIOR SURFACES OF
• THE BUILDINGS ANO THE PROJECT BOUNDARY UNLESS OTHERWISE INDICATED.
SHEET 5 OF IS SHEETS
CONDOMINIUM PLAN
FOR LOTS 1,2 & 3 OF
TRACT NO. 12362
IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE,
STATE OF CAUFORNIA.
SHEET 6 OF 29 SHEETS
CONDOMINIUM PLAN
FOR LOTS 9,2 & 3 OF
TRACT NO.12362
IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE,
STATE OF CALIFORNIA.
SHEET "I OF 'L9 SHEETS
�x CONDOMINIUM PLAN
FOR LOTS 9,2 S 3 OF
TRACT NO. 12362
IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE,
STATE OF CALIFORNIA.
BUILDING LOCATION MAP
1�
SHEET S OF -4:5 SHEETS
CONDOMINIUM PLAN
FOR LOTS 1,2 S. 3 OF
TRACT NO. 12362
IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE,
STATE OF CALIFORNIA.
LEGEND -
UNIT NUMBER O
UNIT TYPE B-1
FINISH FLOOR ELEVATION F.F.E.
PATIO P
DECK D
SLOPE CEILING AREA
LOWER CEILING AREA-0
NOTES:
1. THE LETTER R FOLLOWING A UNIT TYPE, SUCH
AS B-1R INDICATES A REVERSE FLOOR PLAN.
2. ALL WALL THICKNESSES ARE TYPICAL AS SHOWN,
UNLESS OTHERWISE INDICATED.
O 10 20 30 SHEET 9 OF 29 SHEETS
`"`A'"I"""S CONDOMINIUM PLAN
FOR LOTS 1,2 & 3 OF
TRACT NO. 12382
IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE,
STATE OF CALIFORNIA.
BUILDING DESCRIPTION
KCO KJ9i.' 1092' 12.00'
a s
\�
C-3111 C-1 B-2 J ate,
' TM' i N r,.r
r16so' 0 r
L _I
� <l� o
1't.83
\o I
I-� A
S DECK
a,I � I L__ J
48.00'
SECOND FLOOR
' ea.e3' �V•
26.00' 26.1'f' 36.58'
3 R'
PATIO N
J- PATIO
?Qfs�a
1 \ �^�
J L__I
Afj
OBS'
0 i 0 O O \1
a
C-3R C-1 8-1 i
I
L arr,��nLL'
ca Elm
N ¢� rl I .4 C4— B-2 SECOMO FL072
L
rJ
22,33' Ina4 7A6i' ILQJ iI.GU N
FIRST FLOOR
BUILDING A
0 K7 10 30
emmrw� SHEET to OF 29 SHEETS
'"Apmr`"A"' CONDOMINIUM PLAN
FOR LOTS 1,2 & 3 OF
TRACT NO. 12362
IN THE CITY OF •NEWPORT BEACH, COUNTY OF ORANGE,
STATE OF CALIFORNIA.
BUILDING DESCRIPTION
12.00' IO.YL' Io9R' 12.00'
ocl 5.33'
-Iw
i..�D DE Kr�i
0.85'
81 O O O `1
4 oat B-2R c-1R C-1 B-2
0.8s' r—L n .�.t 0.8S
t-
d en ifl3 aL�� 81 �J
j �1 a}
Sl AR I DECK' 8• DECK A 0 h
4 �� I ae.ao' 112so�
SECOND FLOOR 1�
t9ad
36.s8' 26.n' 26.1i' 3ro.s8'
PATIO d
c4 a1 0 a�
L B-1R C-1R C-1 B-1 I—L_
L�� o. o.d2' ns' o.es' L C
S rvP / r 9
uca
i111 O O O L�r � 13-2Rl 24=co 116i 116i' Tod B-2
SECOND PLCOR(T r)
FIRST FLOOR
BUILDING B
O 10 20 30 SHEET 11 OF T) SHEETS
CONDOMINIUM PLAN
FOR LOTS 1,2 & 3 OF
TRACT NO. 12362
IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE,
STATE OF CALIFORNIA.
BUILDING DESCRIPTION
Iz.00' lovi, lon+ Iz.00' 6.E0'
5.3 4G1
TYP P ff a9
LEc 1�_OLuJ R•D CK�0 CKKK
���0 0.8v
aoo'
8-2R C-1R C-2 C-2R C-1 8-2
C 1 r
1' �J oas' r I � O.Sa' 1 �I a.85'
116
�� o ill B nan' aL ,1
AR (( I�� A
IDECKI 8EDECK
no 429' aa.eo'
i
SECOND FLOOR
m.53' O
�.sa 26.1'I' Zb.Pi' ab.n' 2a.n' 36.5a'
ell� L-tPAT10 PATIO �PATITPATIOr
L15 J L7 -
"IS "14 "13 \� J.
s 8-1R C-1R C-2 C-2R C-1 8-1
$ d l o N r for 'Iyg�JPI
<
t < <- W Ill��h l YI W W
�J r m H I m'q < I ^J <a <m mr
7 �r car I�7 or `dr or 4
B-2R 8-2 N
I50' ITCDI 11.6T I II.bT' I 246i' I1033I 22.as' I 22.OB' I 'W_mDm_=m(TYt-)
FIRST FLOOR
BUILDING C
SHEET 12 OF Z9 ONES"
"'%^LS CONDOMINIUM PLAN
FOR LOTS 1.2 6 3 OF
TRACT NO. 'i2362
IN THE CITY OF STATE NEWPORT
BEACHCALIFO,.
COUNTY OF ORANGE
BUILDING DESCRIPTION
raco omY Iowa' rtoo'
66
TyrP.
L'1� , 01P, Ih0
>ll
I ,o (2)
C-3R C-1 B-2 rJ aoo'
Tzm
r —Lj o.as $ f' F
0
¢ I �
\I A � F
S DECK O
SECOND FLOOR O
ea. ale
0 to 20 'A
!� SHEET 13 OF 29 SHEET!
e,,..,,IGSCALt CONDOMINIUM PLAN
FOR LOTS 1,2 & 3 OF
TRACT NO. 12362
IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE,
STATE OF CALIFORNIA.
BUILDING DESCRIPTION
Intl abi 533'
!! TYP
ISO I
^x
p p.85'
O b2 0 O
4Ao aat 8-2R C-1R C-1
� TYP 085' rZr-I 0.85 CnP C
Ib.50' L' 0 y r
9 �
m L� 65 � 8 dLlgl 58 rJ
m I IDECKI 8 �DECKI p
I--- 45 PL��—_�J 1
b50 i 68.00' I YL50'I I�� o�V
SECOND FLOOR
ns so'
86.SB' zb.m 26.1'1 30.SB'
A PATIO I d��j�
�
sL ray `t/69 b2 O \'
r
L B-1R C-1R C-1 B-1
o -p
9
I �m I 8 ` <
194 B-2 n ^ I F-
a- R2461 II6Y IIb1' TCCS ,�,C�DFLDOfi(TT)
FIRST FLOOR
BUILDING E
® SHEET 14 OF 29 SHEET=
"` CONDOMINIUM PLAN
FOR LOTS 1,2 & 3 OF
TRACT NO. 12382
IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE,
STATE OF CALIFORNIA.
BUILDING DESCRIPTION
SECOND FLOOR
7
52 53 O O \3J
B-1R C-1R C-1
Oj
r
=1 J
W j[' r4j[ W W
� a Lig J -j—' klil—I
J
B-2R - kl' J 1 1.46t 1 11.4-1' -rod 3-2
5SVOND F(DCR('R'R)
FIRST FLOOR
BUILDING F
O 10 to 30 SHEET 15 OF 29 SHEETS
CONDOMINIUM PLAN
FOR LOTS 1,2 & 3 OF
TRACT NO. 12382
IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE,
STATE OF CALIFORNIA.
BUILDING DESCRIPTION
12CG Ion! �lo9�f
5,3t '66
TYP
r -T� J
L00�KJ'TL�1T —�� c� 150'
Q s \lp
j O O O `y
Qa2' C-3R C-1 8-2 J ate'
--j--I oas. p C
L r J 16.so � ; r=
rt.83' aLlh 35 r
A \I o I m
H DECK
4400O0Q lL�'J✓'J-�� J ^�
,1 bcd
49.Cd _ I 1 -� eLSd 1
SECOND FLOOR tO
26.OB' 26.1-i 06.5C'
PATIO
-r—�ATKIr�•-� �� l
N
Q0•f�
� �
Q
0 i "$
r
C-3R C-1 B-1 -
oes L
� to
LC49$8-2 sever 0 FLCCR
r
2239' I *cd 7A6i I IL6"1'I
FIRST FLOOR
BUILDING G
O 10 20 30 SHEET I6 OF 29 SHEETS
ISlJ
°""r"mr-ScAl.a CONOOMINIUM PLAN
FOR LOTS 1.2 S 3 OF
TRACT NO. 12362
IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE,
STATE OF CALIFORNIA.
BUILDING DESCRIPTION
O
,
�p�41 43 O 44
��°��� O O O C
B-2R C-1R C-2 C-2R C-1
C �� 4�O°�
O
AR
II Q� 47.
JJ�
B-1R
DECK
.a
SECOND FLOOR
v5I'll ar
a511 4v
C-1111 II C-2 11 C-211 II C-1
rl
B-2
150' i.cdl luml 11.6'1' 24
O
A
e1
919
B-2 c41
o� Da' 22.oa' teM0N0-nat(rrr.)
FIRST FLOOR
BUILDING H
0 to 20 30
� SHEET 11 OF '2n SHEETS
CONDOMINIUM PLAN
FOR LOTH 1,2 & 3 OF
TRACT NO. 12362
IN THE CITY OF •NEWPORT BEACH, COUNTY OF ORANGE,
STATE OF CALIFORNIA.
BUILDING DESCRIPTION
�rt.co' lore' IonY Iz.00'
cci s.s3'
L° K DEgKj
a.Cd naP 8-2R C-1R C-1 B-2
5J NR 0.85' r-Lr—I 085' C—T'h C
Ifn.50' '� r
�-1
AR �
m I I DECK Err DECK d
L---1_54_I ' �L _'4' -- J
a.� I as.00�rtso' � I.0
SECOND FLOOR
125.50' �
36.Se 24.n'
PATIO d
�.���7yPATIO'�—�
\�\ 1
r �g�
L B-1R C-iR C-1 B-1 I_
0.55, ,^ o.es' L y
8 rj W W la� r� � d
ig
N B-2
B-2R TiLb1' il6i 116'I' ?Ad 4ECON0FU)CRCTTr•)
FIRST FLOOR
BUILDING I
0 b 20 30 SHEET 19 OF 'n SHEETS
CONDOMINIUM PLAN
FOR LOTS 1,2 & 3 OF
TRACT NO. 12362
IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE,
STATE OF CALIFORNIA.
BUILDING DESCRIPTION
I2.eo' lose' io.-rt' moo,
5.33 cat
! o// 23 25 .• 26
IU 0.�: �aa .'
aoo Li B-2R C-1R C-3 Typ
o.5srbvsdl N
o
AR
L-IDECK18
_-I ,FOIL. a0.00' F%=1 ,�M'
cd
SECOND FLOOR 1�
05. 03'
26.00'
PATIO 3'R�
zd
I Q'� O 25 I d
J� O.86' 26
` 8
.r L� B-1R C—lR C-3 I `&
8 j 0.85' 42'
Jq �I m �rcr. S
8 oZ r
�J AO i1.6�' IL6"1' 7s1.6'I' IO�GO 22.33'
B-2R
SECOND FLOOR (Z'Kis) FIRST FLOOR
BUILDING J
O ro 20 50
teem.-m--amm SHEET 19 OF = SHEETS
'mApmr`aU`a CONDOMINIUM PLAN
FOR LOTS 1,2 S 3 OF
TRACT NO. 12362
IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE,
STATE OF CALIFORNIA.
BUILDING DESCRIPTION
12.00' rorP K92 12.0o
cci 533'
IS ,'t 18 20 \mil
4C r a4t 8-2R C-1R C-1 8-2 y�1
I O47
S' rrP O.as' 085'
16.50' r
� 21 a rJ 5
S1 AR �nJ� I� A dN
m I DECK' 8F ' DECK d
450 I 4800' r?SO'I 1V
DLOSECOND FLOOR
asad
aG.Se' z6.r7' 26.3 Pi' 6.58'
�� PAT101 ��� ,yam
4 T
L 9-1R C-1R C-1 9-1 1=t_
0.4't O.DS' ^ ^ 0.95' L [
5 TlfpJU
LL-
/INI B-2
S-2RJ ua�' 6f lict gad SECMOFLOOrurm.)
FIRST FLOOR
BUILDING K
0 10 w 30
SHEET W OF 29 SHEETS
CONDOMINIUM PLAN
FOR LOTS 1,2 & 3 OF
TRACT NO. 12362
IN THE CITY OF •NEWPORT BEACH, COUNTY OF ORANGE,
STATE OF CALIFORNIA.
BUILDING DESCRIPTION
12.00' 10�2' IOP2' Iz.00'
Gal s.s3'
In TYR
150 �N--i L LE
O
Sad o,t 8-2R C-1R C-1 8-2 r1�2
2 J Tyr! O.BS'
m
i �
61
aso as oo' 1124
SECOND FLOOR O
125.so'
36se' 26.n' 26.n' 36.sB'
PATIO O D
• �� � PATW1—� v�
Yq
ca
gl
LL B-1R C-1R C-1 B-1 1=►_
.$L dd oat' o.ns o.Bs` r
cry-
/^ �� L r
ZT II _YQ; jr I o
8 I W� W W °m �L 71 (W7 tl m
T-Ta, coo
13-2R Z44-.1' ll.(6i IIcw' TO3 B-2
SECOND F=RCITP)
FIRST FLOOR
BUILDING L
10 20 90 HHEET'%l OF -Ln 8HEET6
CONDOMINIUM PLAN
FOR LOTS 1,2 6 3 OF
TRACT NO. '123G2
IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE,
STATE OF CALIFORNIA.
BUILDING DE5GRIPTION
1R, T'Ti M
TYPE 2
W. 10. 7D.4'!' 20.bi� IO.Jl� IQ'JO'
• TYPt= 3
IOS.00'
' ." wis. 7A.61' 7D b7' IO 09 '
TYPE 4
103.00'
0S' tom, t03' 10.3370.67' 0.9W 1035' 10.3V
1-91
NO N �HUM—le Ell]
TYPE 5
GARAGE BUILDINGS
B
O 5 IO IS SHEET = OF 7n SHEETS
°"k"r'"A" CONDOMINIUM PLAN
FOR LOTS 1,2 a 3 OF
TRACT NO.12382
IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE,
STATE OF CALIFORNIA.
voO. cw
1� cecx
L b74
SECOND FLOOR
m
d3.16•
nr+z
II•
nas•
H
2s.92•
1133•
�In-w,
5ECTION A -A
e
FIRST FLOOR
E y
939 e es'
8
m $i
4
2o.Z5'
5ECTlON 5-5
UNIT TYPE A ir` GARAGE TYPE 1
A UNIT NO. AR UNIT NO.
15, 14, 22, 84y 40, 50, 65, 80, 88
SHEET 23 OF 29 SHHETS
CONDOMINIUM PLAN
POR LOTS 1,3 & 3 OP
TRACT NO. 12362
IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE,
STATE OF CALIFORNIA.
c
lgw-Ma 1;
e-e CLO.
C 4I SECOND FLOOR
a�M
E FI
SECTION E-E
3Gl'
T . 4
�
�
nna'
F.RE.
'm$
L
a.a'
RR E.
8
m
ax�a'
SECTION C-C
B-1 UNIT NO.
5.61 19,
I -a, 03,
5-2 UNIT NO.
W ,-12, 82
1w
c
C 44 FIRST FLOOR
Fm
UNIT TYPE B-1 & B-2
RI
SECTION 0-0
B-IR UNIT NO.
11,16,24, 32,a2, 52,63,�0,06
8-29 UNIT NO.
12, 15, 23,33, al, 51, 64,-19,01
SHEET 24 OF 29 SHEETS
CONDOMINIUM PLAN
FOR LOTS 1,2 & 3 OF
TRACT NO.12362
IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE,
STATE OF CALIFORNIA.
SECONO FLOOR
rt
rtrt 6
+��
aoo•
20.83'
aoa
-4
$
r �,c
4
�go mElw�oom
E
,
Im:iS'
m
SECTION F-F
C-1 UNIT NO..
4,9, 19,-60,56,44, 94, G1,
69, 14, 64-
UNIT TYPE C-1
G
F41
bb r
Io PATIO $I�
m
-l'-d CLG.
G
F
FIRST FLOOR
a
i
ass• use C
mF.F.E.
5-ea: 1. � anj• arc•
a•
SECTION G-G
L
r
C-IR UNIT NO.
10, Il, 25, 31, 43, 5%G2,'1-1,95
p® • HHEET 2B OF 29 9HEET8
ORARHIO SCALE
CONDOMINIUM PLAN
POR LOTS 1,2 & 3 OP
TRACT NO. 12382
IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE,
STATE OF CALIFORNIA.
H
aoo
00" [
$ CLG. = u sa'
I 4 I.se e'-e CLG. $'
VOL.
CLG.
H ♦I SECOND FLC09
n
61-IYp ¢'1.50'
� d
d25' 9.'A
S F,FE
tm asas'
y FF.E d
YL
SECTION 1-1 {"n -g,�
u.s
3125� 70
P
FIRST FLOOR
SECTION H-H of
e-2 UNIT No. UNIT TYPE C-2 C-2R UNIT NO.
A-4, -16 4-5, -IS
l�
SHEET 2re OF 29 SHEETS
CONDOMINIUM PLAN
FOR LOTS 1,2 & 3 OF
TRACT NO. 112362
IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE,
STATE OF CALIFORNIA.
a
laoo '+I mar'
-A"
$
K.?e
L2s�s
10.62
�
PFE.
2333
r2
SECTION K-K Tom`
11.62'
25.eW 500
8 p m�14%Fr
cal F.F.E.
L3i.25 �yoe
2�,z aGl• r- to-�• ,
IG:15
m
SLOPc a" a G R.F.E. C �f1.WFrmc'.:
20�5 31.Zs' I.— °3J
C--3 UNIT NO. SECTION J-.I C-3R UNR' NO.
76 UNIT TYPE C-3 5,39,-70
O 5 to IS SHEET ZI OF 29 SHEETS
CONDOMINIUM PLAN
FOR LOTS 1,2 & 3 OF
TRACT NO. 12362
IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE,
STATE OF CALIFORNIA.
20. o
T•T
20.16'
TYPICAL INTERIOR
GARAGE
TYPICAL INTERIOR
GARAGE
yffi aa.w
a SLCP6 9w
J 2Qte
TYPICAL GARAGE SECTION
20.16
20.Ye'
TYPICAL ENO
GARAGE
TYPICAL END
GARAGE
TYPICAL GARAGE ' X'
(I0ENTIRM0 ON CAMVYE M=e.TYPE4)
GARAGE TYPE 21 3, 4 4 5
SHEET'3.9 OF'Z=) SHEETS
CONDOMINIUM PLAN
FOR LOTS 1,2 S. 3 OF
TRACT NO. 12362
IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE,
STATE OF CALIFORNIA.
FINISHED FLOOR
ELEVATIONS
SLDG N0.1UNITH0.1
UNIT TYPE
FIRST FLOOR
SECOND FLOOR
GARAGE
4
I I
1 A
66. 14
A
2
B-2.
-
06.14
54AC
A
3
5-1
5590
5440
A
4
C-I
55.90
b4,.14
54.40
A
5
C-5Ft
55: �0
bro.14
5440
L
6
A
65.94
L
1
B-2
6594
54.20
L
8
6-1
55.10
54-w
L
y
C-1
55.10
a5?+4
54.70
L
to
c-10.
55.70
S3^IO
L
11
0-IR
S•10
�
53.70
L
12
B-2R
G5.94
5: : +O
L
13
AR
Ito594
K
14
AR
�•�
K
IS
511R
-
b6.04
54.50
K
Ib
5-IR
55.E0
5450
K
1-1
155.90
tofo.04
5450
K
IB
55.80
b6.04
S4B0
K
19
S5.90
54+90
K
7O
�0•04
`�*eo
K
21
E5ft
b6.34
5fo.1025
5b.10
J
2b
56.10
Cdo.54
5AvW
A
01.2A.
I
29
B-2
0-1.24
55.70
I
V1
5-1
51.00
--
55.10
11
3o
C-%
51.00
bl.2A•
55n0
1
3l
c-IR
51.00
6'I.24
54..00
I
32
5-IR
51.00
rJe.00
1
3.7.g
61.ZA•
56AM
1
34
AR
tn1.24
b
A
6694
6
36
B2
-�
rata.�i4•
55.70
6
ST
6-1
55.70
6
35
GI
5610
6'e9a
55.70
G
I 301
GSR
5(e.10
6694
54.90
H
40
AR
W.4e4
H
I 4l
5-71X
61.64-
55.80
H
1 42
B-lR
57.40
55.8o
H
1 43
C-IR
Si.40
61.64
55-W
H
1 44
C-7-
9-.40
Wb4•
55.50
H
45
C-2R
57 AO
bl.b4
SS.50
H
4to
C-1
Fi.40
61 ta4
55.70
H
4-18-1
5T.40
55.70
H
48
S-2
61.64
55.30
H
4vi
A
tot.
F
50
AR
toto.64
F
51
B-AR
6to.64
54+g0
F
S2
S-IR
56.A0
5490
F
53
C-IR
56.40
bta.64
5490
F
54
C-1
SKa.40
6to.to4-
5460
F
55
13-1
56.40
54tc0
F
Sr.
B'L
tato
54eO
F
5T
A
toCo•64-
SHIEST 29 OF '7.9 SHEETS
CONDOMINIUM PLAN
FOR LOTS 1,8 S 3 OF
TRACT NO.12362
IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE,
STATE OF CALIFORNIA.
FINISHED FLOOR ELEVATIONS
FLOG NO.
UNIT NO:
UNIT TYPE
FIRST FLOOR
SECOND FLOOR
GARAGE
E
58
A
C07.44•
8
59
13-2
C01.44
55..R0
D
Ceo
E!-1
51.110
55.no
D
61
C-1
51.20
C01.44
55.c10
E
CaL
C-IR
51.20
61.
5Co.7D
D
163
p-Ift
57.20
5la.70
D
64
EldR
b1.44
56.20
4.5
AR
6'I.44
O
Q&
A
C08.04
D
Ce1
8-2
168.
'Ne.SD
D
5-1
51.80
54,50
D
C-1
5-1.80
4.8.04
Sre.50
O
C3R
S7.80
4i8.04
5r..80
C
C
D2
41.44.
51.20
C
8-I
5'1.20
5'1
C
ln�
C-1
51.7.0
4)7A4
51.20C
C-2R
57.w
C.7.44
51090
C
C -2
57.20
O'1.44
5(.AO
C
C-IR
51.20
41.44.
5fo•Ca0
C
8•IR
51.20
5t0.40
C
I 8.2R
C01.44
5&..40
C
p0
I AR
cn.44
0
at
I A
47.34
D
82
5-2
41.34
55400
D
55
8-1
51.10
55.G0
p
84
C-1
51.10
0.7.34
55.000
D
85
CAR
57. 10
41.54
55.E
p
em
p-IR
.51.10
55.W
p
8Y
M-2ft
41.34
55.30
p
88
AR
fn7.34
BENCHMARK
ON JAMBOREE ROAD, ABOUT 0.3 MILES SOUTH OF BRISTOL STREET, ABOUT
7 FEET EAST OF CENTERLINE OF JAMBOREE, S INCHES NORTH OF THE
SOUTH END OF SOUTH WEST WINGWALL OF THE EAST HALF OF THE BRIDGE
OVER SAN DIEGO CREEK, ABOUT 14 FEET SOUTH OF THE SOUTH END
OF THE WEST BANNISTER OF THE EAST HALF OF THE BRIDGE.
3N 67 77 1976 ELEV. 24.176
oa
MnpE ILLLnI
N4miIX5lRin
IDDERAWH 1W ER DISTRICT' P.O. Box D-1.18802 Bardeen Ave. o Irvine, Calif. 92716.6025 (714) 833-1223
ez�q e,ev
Public Works Department
P.O. Box 19575
Irvine, CA 92713
SUBJECT: RELEASE FOR USE
RESIDENTIAL _,x
Gentlemen:
/� 5y�4-
COMMERCIAL _
e
The Irvine Ranch Water District hereby releases
Lot Numbers /3z-dd B.e c/J of Tract No. /23G2 for
the following:
RELEASE FOR SEWER CONNECTION - Unit may be connected to public
sewer system. No occupancy at this time.
Sewer lateral has been tested by IRWD to:
Property line
A point of within 24" of building
RELEASE FOR MODELS - No Occupancy. Water meter will now be
installed by IRWD.
_ RELEASE FOR OCCUPANCY - Sewage can be accepted in sewer system.
Water meter has been installed by Developer.
Sincerely,
IRVINE RANCH WATER DISTRICT
P
James R. Tran
Chief Inspector
JRT:
UM
1
�G✓L— G�A/1 L /�/OGLUM�a�% � I
cc: Developer - �19i6
IRWD Inspector -
Michael Kellogg (Subdivision Section)
Penny Fry (1 Customer Service; 1 Water Operations)
4
January_30, 19�:"
TO: File
FROM: Tracy E. Williams, Associate Planner
SUBJECT: Assignment of addresses for Tract No. 12362
LOT/BLDG. UNIT
ADDRESS
1 - A
1A
2 Baycrest Court
2B
6 Baycrest Court
3B
4 Baycrest Court
4C
8 Baycrest Court
5C
10
Baycrest
Court
1 - L
6A
12
Baycrest
Court
7B
16
Baycrest
Court
8B
14
Baycrest
Court
9C
18
Baycrest
Court
lOC
20
Baycrest
Court
11B
22
Baycrest
Court
12B
24
Baycrest
Court
13A
26
Baycrest
Court
1 - K
14A
27
Baycrest
Court
15B
31
Baycrest
Court
16B
29
Baycrest
Court
17C
33
Baycrest
Court
18C
35
Baycrest
Court
19B
37
Baycrest
Court
20B
39
Baycrest
Court
21A
41
Baycrest
Court
1 - J
22A
36
Baycrest
Court
23B
34
Baycrest
Court
24B
32
Baycrest
Court
25C
30
Baycrest
Court
26C
28
Baycrest
Court
1 - I
27A
38
Baycrest
Court
28B
42
Baycrest
Court
29B
40
Baycrest
Court
30C
44
Baycrest
Court
31C
46
Baycrest
Court
32B
48
Baycrest
Court
33B
50
Baycrest
Court
34C
52
Baycrest
Court
1 - G
35A
54
Baycrest
Court
36C
58
Baycrest
Court
37B
56
Baycrest
Court
38C
60
Baycrest
Court
39C
62
Baycrest
Court
1 - H
40A
49
Baycrest
Court
41B
53
Baycrest
Court
42B
51
Baycrest
Court
43C
55
Baycrest
Court
44C
57
Baycrest
Court
45C
59
Baycrest
Court
46C
61
Baycrest
Court
47B
65
Baycrest
Court
48B
63
Baycrest
Court
49A
67
Baycrest
Court
,
2 - F
50A
78 Baycrest Court
51B
76 Baycrest Court
52B
'A Baycrest Court
53C
72 Baycrest Court
54C
70 Baycrest Court
55B
66 Baycrest Court
56B
68 Baycrest Court
57A
64 Baycrest Court
2 - E
58A
80 Baycrest Court
59B
84 Baycrest Court
60B
82 Baycrest Court
61C
86 Baycrest Court
62C
88 Baycrest Court
63B
90 Baycrest Court
64B
92 Baycrest Court
65A
94 Baycrest Court
2 - D
66A
96 Baycrest Court
67B
100 Baycrest Court
68B
98 Baycrest Court
69C
102 Baycrest Court
70C
104 Baycrest Court
2 - C
71A
106 Baycrest Court
72B
110 Baycrest Court
73B
108 Baycrest Court
74C
112 Baycrest Court
75C
114 Baycrest Court
76C
116 Baycrest Court
77C
118 Baycrest Court
78B
120 Baycrest Court
79B
122 Baycrest Court
80A
124 Baycrest
Court
2 - B
61A
126 Baycrest Court
82B
130 Baycrest Court
83B
128 Baycrest Court
84C
132 Baycrest Court
85C
134 Baycrest Court
86B
136 Baycrest Court
87B
138 Baycrest Court
88A
140 Baycrest Court
Recreation Building and Garage Addresses:
3 Rec. 150 Baycrest Court
Seo.� ay 94a�l�K,osk I5o4z 4iayCKasr Coin
2 Garage 1 Baycrest Court
1 3 Baycrest Court
43 Baycrest Court
45 Baycrest Court
47 Baycrest Court
71 Baycrest Court
2 77 Baycrest Court
79 Baycrest Court
105 Baycrest Court
121 Baycrest Court
125 Baycrest Court
PLANNING DEPARTMENT
(714) 644-3200
t
January 30, 1986
f:
f
Nancy Sparks
f
J.M. Peters Company
1601 Dove Street, Suite
190
t`
Newport Beach,
CA 92660
Y
SUBJECT: Assignment of
addresses for Tract No.
12362
t
Dear Nancy:
Attached for
your review
are the assigned addresses of Tract No.
12362.
LOT/BLDG.
UNIT
ADDRESS
_ F
r
1 - A
lA
2 Baycrest Court
2B
6 Baycrest Court
c
3B
4 Baycrest Court
t
4C
8 Baycrest Court
5C
10 Baycrest Court
1 - L
6A
12 Baycrest Court
7B
16 Baycrest Court
8B
14 Baycrest Court
4
9C
18 Baycrest Court
10C
20 Baycrest Court
11B
22 Baycrest Court
12B
24 Baycrest Court
13A
26 Baycrest Court
1 - K
14A
27 Baycrest Court
15B
31 Baycrest Court
16B
29 Baycrest Court
17C
33 Baycrest Court
18C
35 Baycrest Court
19B
37 Baycrest Court
20B
39 Baycrest Court
21A
41 Baycrest Court
i
1 - J
22A
36 Baycrest Court
1
23B
34 Baycrest Court
24B
32 Baycrest Court
25C
30 Baycrest Court
26C
28 Baycrest Court
'
Assignment
of aQ';': sses
for Tract No. 12362 - 2
1
_ 1
27A
38 Baycrest Court
28B
4�2 Baycrest Court
29B
40 Baycrest Court
30C
44 Baycrest Court
31C
46 Baycrest Court
32B
48 Baycrest Court
33B
50 Baycrest Court
34C
52 Baycrest Court
1
- G
35A
54 Baycrest Court
36C
58 Baycrest Court
37B
56 Baycrest Court a
38C
60 Baycrest Court
39C
62 Baycrest Court
1
- H
40A
49 Baycrest CourtI
41B
53 Baycrest Court
42B
51 Baycrest Court
43C
55 Baycrest Court
44C
57 Baycrest Courts
45C
59 Baycrest Court
46C
61 Baycrest Court K:
47B
65 Baycrest Court Da
:r
48B
63 Baycrest Court
49A
A.:
67 Baycrest Court r
2
- F
50A
78 Baycrest Court
51B
76 Baycrest Court
52B
74 Baycrest Court
53C
72 Baycrest Court
54C
70 Baycrest Court
55B
66 Baycrest Court
56B
68 Baycrest Court
57A
64 Baycrest Court
2
- E
58A
80 Baycrest Court
59B
84 Baycrest Court
60B
82 Baycrest Court
61C
86 Baycrest Court
62C
88 Baycrest Court
63B
90 Baycrest Court
64B
92 Baycrest Court
65A
94 Baycrest Court
2
- D
66A
96 Baycrest Court
67B
100 Baycrest Court
68B
98 Baycrest Court
69C
102 Baycrest Court
70C
104 Baycrest Court
2
- C
71A
106 Baycrest Court
72B
110 Baycrest Court
73B
108 Baycrest Court
74C
112,Baycrest Court
75C
114 Baycrest Court
76C
116 Baycrest Court
77C
118 Baycrest Court
78B
120 Baycrest Court
79B
122 Baycrest Court
4 Assignment of ac isses for Tract No. 12362 - 3 "
80A 124 Baycrest
Court
2 - B 81A
126
Baycrest
Court
82B
130
Baycrest
Court
83B
128
Baycrest
Court
84C
132
Baycrest
Court
85C
134
Baycrest
Court
86B
136
Baycrest
Court
87B
138
Baycrest
Court
88A
140
Baycrest
Court
Recreation Building and Garage Addresses:
3 Rec. 150 Baycrest Court
2 Garage 1 Baycrest Court
1 3 Baycrest Court
43 Baycrest Court
45 Baycrest Court
47 Baycrest Court
71 Baycrest Court
2 77 Baycrest Court
79 Baycrest Court
105 Baycrest Court
121 Baycrest Court
125 Baycrest Court
If you have questions, please contact me at (714) 644-3200.
PLANNING DEPARTMENT
JAMES D. HEWICKER, DIRECTOR
B %-
Tracy illiams
Associate Planner
TEW:11
0
February 4, 19C
TO: File
FROM: Tracy Williams, Associate Planner
SUBJECT: Street Address Assignment
Tract No. 12212
LOT ADDRESS
1
40
Cormorant Circle
2
42
Cormorant Circle
3
44
Cormorant Circle
4
46
Cormorant Circle
5
48
Cormorant Circle
6
50
Cormorant Circle
7
52
Cormorant Circle
8
54
Cormorant Circle
9
56
Cormorant Circle
10
58
Cormorant Circle
11
60
Cormorant Circle
12
62
Cormorant Circle
13
64
Cormorant Circle
14
66
Cormorant Circle
15
68
Cormorant Circle
16
70
Cormorant Circle
17
99
Pelican Court
18
97
Pelican Court
19
95
Pelican Court
20
93
Pelican Court
21
91
Pelican Court
22
89
Pelican Court
23
87
Pelican Court
24
85
Pelican Court
25
83
Pelican Court
26
81
Pelican Court
27
79
Pelican Court
28
77
Pelican Court
29
75
Pelican Court
30
73
Pelican Court
31
71
Pelican Court
32
69
Pelican Court
33
67
Pelican Court
34
52
Pelican Court
35
50
Pelican Court
36
48
Pelican Court
37
46
Pelican Court
38
44
Pelican Court
39
42
Pelican Court
40
45
Cormorant Circle
41
47
Cormorant Circle
42
49
Cormorant Circle
43
51
Cormorant Circle
44
53
Cormorant Circle h
45
84
Pelican Court
46
82
Pelican Court
47
80
Pelican Court
48
78
Pelican Court
49
76
Pelican Court
50
74
Pelican Court
February 4, 14
TO: File
FROM: Tracy Willians, Associate Planner
SUBJECT: Street Address Assignment
Tract No. 12530
LOT ADDRESS
1
24
Cormorant Circle
2
26
Cormorant Circle
3
28
Cormorant Circle
4
30
Cormorant Circle
5
32
Cormorant Circle
6
34
Cormorant Circle
7
36
Cormorant Circle
8
38
Cormorant Circle
9
79
Shearwater Place
10
77
Shearwater Place
it
75
Shearwater Place
12
73
Shearwater Place
13
71
Shearwater Place
14
69
Shearwater Place
15
67
Shearwater Place
16
65
Shearwater Place
17
63
Shearwater Place
18
61
Shearwater Place
19
59
Shearwater Place
20
57
Shearwater Place
21
55
Shearwater Place
22
53
Shearwater Place
23
51
Shearwater Place
24
49
Shearwater Place
25
41
Egret Court
26
39
Egret Court
27
37
Egret Court
28
35
Egret Court
29
33
Egret Court
30
31
Egret Court
31
29
Egret Court
32
27
Egret Court
33
25
Egret Court _
34
23
Egret Court
35
82
Shearwater Place
36
80
Shearwater Place
37
78
Shearwater Place
38
76
Shearwater Place
39
74
Shearwater Place
40
72
Shearwater Place
41
70
Shearwater Place
42
68
Shearwater Place
43
66
Shearwater Place
ruary 4, 1986
TO: File
FROM: Tracy Williams, Associate Planner
SUBJECT: Street Address Assignment
Tract No. 12529
LOT ADDRESS
1
2 Cormorant Circle
2
4 Cormorant Circle
3
6 Cormorant Circle
4
8 Cormorant Circle
5
10
Cormorant Circle
6
12
Cormorant Circle
7
14
Cormorant Circle
8
16
Cormorant Circle
9
18
Cormorant Circle
10
20
Cormorant Circle
11
22
Cormorant Circle
12
22
Egret Court
13
24
Egret Court
14
26
Egret Court
15
44
Gannet Lane
16
42
Gannet Lane
17
40
Gannet Lane
18
38
Gannet Lane
19
36
Gannet Lane
20
35
Gannet Lane
21
37
Gannet Lane
22
39
Gannet Lane
23
41
Gannet Lane
24
43
Gannet Lane
25
44
Shearwater Place
26
42
Shearwater Place
27
40
Shearwater Place
28
38
Shearwater Place
29
36
Shearwater Place
30
47
Shearwater Place
31
45
Shearwater Place
32
43
Shearwater Place
33
41
Shearwater Place
34
39
Shearwater Place
35
37
Shearwater Place
36
35
Shearwater Place
37
33
Shearwater Place
38
31
Shearwater Place
39
29
Shearwater Place
40
27
Shearwater Place
41
25
Cormorant Circle
1
42
23 Cormorant Circle
43
21 Cormorant Circle
44
19 Cormorant Circle
45
17 Cormorant Circle
46
15 Cormorant Circle
47
11 Cormorant Circle
48
9 Cormorant Circle
49
7 Cormorant Circlb
50
1 Cormorant Circle
51
3 Cormorant Circle
52
5 Cormorant Circle
53
1 cay. GV. 4 C. vl*
IN