HomeMy WebLinkAboutH_5195_S D
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LOCATION MAP
MOORING
AREA
NOT TO SCALE
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JOHN WAYNE
UPPER NEWPORT
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WEST
BALBOA
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ISLAND
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VICTORIA ST
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17TH ST
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CITY OF
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NEWPORT
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IRVINE
UNIVERSITY
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AIRPORT
CITY OF
CA
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73
GENERAL NOTES
SHEET INDEX
NOT TO SCALE
PUBLIC WORKS DEPARTMENT
C-4555
CONTAMINATED SEDIMENT CLEANUP
F
W
O
C
ALI
TY
CI
O F N E
N I A
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A
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C
RT
OP
B
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LOWER NEWPORT BAY
RHINE CHANNEL
AS-BUILT PLANS
1 OF 6
_-____-_
SHEETPUBLIC WORKS DEPARTMENT
CITY OF NEWPORT BEACH
TITLE SHEET
C-4555
26300 LA ALAMEDA | MISSION VIEJO, CA 92691 | (949) 347-2780
(714) 388-2000
(800) 611-1911
(800) 624-8153
(800) 422-4133(800) 422-4133UNDERGROUND SERVICE ALERT
EMERGENCY TELEPHONE NUMBERS
DAY NIGHT
(714) 338-2060
(714) 962-2411
(949) 644-3011
(800) 611-1911
(800) 624-8153SOUTHERN CALIFORNIA GAS COMPANY
SOUTHERN CALIFORNIA EDISON COMPANY
SBC
CITY OF NEWPORT BEACH (UTILITIES DEPARTMENT)
ADELPHIA CABLE
BEFORE YOU DIG
CALL TOLL FREE
1-800-422-4133
611
ORANGE COUNTY SANITATION DISTRICT
(949) 631-1200(949) 574-1000MCWD
(949) 453-5456IRWD
LEGEND:
EXISTING BATHYMETRIC CONTOURS
(1' INTERVALS)
FEDERAL NAVIGATION CHANNEL LIMITS
SEAWALL
EXISTING DOCK/FLOAT/OVERWATER STRUCTURE
LIMIT OF SIDE SLOPE DREDGING
EXTENT OF REQUIRED DREDGE ELEVATION
-8
#BASELINE COORDINATE
REPLACED PILE LOCATION
AND IDENTIFICATION NUMBER
LOCATION OF RE-LOCATED PILE
1. BATHYMETRIC SURVEY PERFORMED BY GAHAGAN AND BRYANT
ASSOCIATES, INC., ON NOVEMBER 11, 2011.
2. HORIZONTAL DATUM: CALIFORNIA STATE PLANE, ZONE 6, NORTH
AMERICAN DATUM (NAD) 83 FEET.
3. VERTICAL DATUM: MEAN LOWER LOW WATER (MLLW).
4. ELEVATIONS REFER TO MLLW AS DETERMINED FROM NGS BM J-782,
ELEVATION 7.32'.
5. GEOMETRY AND EXTENTS OF FLOATING AND OVERWATER STRUCTURES,
AS DEPICTED, ARE BASED ON AERIAL PHOTOGRAPHS OBTAINED FROM
THE CITY OF NEWPORT BEACH AND MAY NOT REPLICATE CURRENT
CONDITIONS.
6. PROPERTY LINES AND STREET BASE MAP OBTAINED FROM CITY OF
NEWPORT BEACH GIS FILE.
PROJECT
LOCATION
VICINITY MAP
(949) 644-3717
AGENCY
611
CALIFORNIA
SAN FRANCISCO
LOS ANGELES
SAN DIEGO
NEWPORT BEACH
1. TITLE SHEET
2. SHEET INDEX AND SITE CONTROL PLAN
3. AS-BUILT PLAN (RHINE CHANNEL - STATIONS 0+00 TO 8+00)
4. AS-BUILT PLAN (RHINE CHANNEL - STATIONS 8+00 TO 16+00)
5. AS-BUILT PLAN (RHINE CHANNEL - STATIONS 16+00 TO 25+00)
6. AS-BUILT PLAN (NEWPORT CHANNEL PROPERTIES)
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◊
ANCHOR
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DESCRIPTIONAPP'DDATE BY
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DESIGNED BY:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:SHEET INDEX AND SITE CONTROL PLAN 6
RW
MP
MW
JB/EB
AS SHOWN
11/14/2011
RHINE CHANNEL
CONTAMINATED SEDIMENT CLEANUP
0
SCALE IN FEET
200 400
BASELINE COORDINATE TABLE
NO.
1
2
3
4
5
NORTHING (FT)
2171549.18
2170527.77
2170193.89
2169454.86
2169175.29
EASTING (FT)
6051223.88
6050815.55
6050931.69
6051699.58
6053190.50
2
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
NOTES:
1. BENCHMARK (J-782) FOUND AT NEWPORT BEACH AT
THE INTERSECTION OF NEWPORT BOULEVARD AND
29TH STREET, ELEVATION 7.32 FT MLLW.
RHINE
CHANNEL
DREDGE
AREA
NEWPORT
CHANNEL
PROPERTIES
DREDGE AREA
BENCHMARK
(SEE NOTE 1)
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DESCRIPTION
REVISIONS
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DESIGNED BY:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:AS-BUILT PLAN
(RHINE CHANNEL - STATIONS 0+00 TO 8+00)6
RW
MP
MW
JB/EB
AS SHOWN
11/14/2011
RHINE CHANNEL
CONTAMINATED SEDIMENT CLEANUP
0 40 80
KEY MAP
3
28TH STREET
MA
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CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
SCALE IN FEET
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APP'DDATE BYREV
NOTE:
1. Datum: 0.0 MLLW
2. Top of Guide Pile at Elev +12.00 (MLLW)
NOTE:
TOPS OF ALL PILES ARE AT +12 FT
MLLW. PILES THAT WERE CUT TO
ACHIEVE A FINAL TOP ELEVATION OF
+12 FT MLLW ARE NOTED IN PLANS.
ANCHOR
OEA:::: ;-
,t,.· .~
.
"
. .
/,t
FACE OF SEAWALL
'
LANDWARD GANGWAY GUARD
RAILS REPLACED LIKE FOR LIKE
DUE TO DAMAGE BY TUG TROJAN
•
\. \
FACE OF SEAWALL
,,.__NEW DOCK,
NO ACCESS
---...'.... p
.. REFUSAL
ENCOUNTERED7 .7 FT
A~OVE DESIGN TIP
ELEVATION
PILE BUILD-UP WITH
REINFORCEMENT TO
ACHIEVE +12 FT MLLW
~'"'"'~~.,,o, ~'.\ ro
POTEN'{IAL WEAKENING OF DOCK
CONNECTIONS AS. A RESULT OF
PILE DRIVING ACTIVITIES
REFUSAL
ENCOUNTERED 9.7
FT ABOVE DESIGN
TIP ELEVATION
--------.,
b4;1
L3
~TBASELIN~
---9-
FACE OF SEAWALL
.g-
REFUSAL
ENCOUNTERED 8.4
FT ABOVE DESIGN
TIP ELEVATION
Q
~
~
Q3.2
REFUSAL
ENCOUNTERED 9.2
FT ABOVE DESIGN
TIP ELEVATION
REFUSAL
ENCOUNTERED 8.1 FT
ABOVE DESIGN TIP
ELEVATION
K21
•. 12 1/4" □, 80
(EB 12.2-10.2)
REFUSAL ENCOUNTERED 9 F
ABOVE DESIGN TIP ELEVATI N.
NEW PILE RELOCATED TO EN OF
DOCK DUE TO SUBSURFACE 01 L
CONDITIONS. PRE-EXISTING ILE
LO TION COVERED WITH
DEC ING.
REFUSAL ENCOUNTERED
13 FT ABOVE DESIGN TIP
ELEVATION
I 111111' I
' '
.'r-i-J-r~--?=--=/ ,C ff~1WD7
GUIDE PILE REPLACEMENT TABLE
New New New
Pile Pile Pile Pile Pile Pile
Size Length Size Length Size Length
Pile ID (in) (ft) Pile ID (in) (ft) Pile ID (in) (ft)
Al 16 sq 56.00 1(1 12 sq SO.OD T12 12 sq SO.DO
A2 16 sq 56.00 K3 12 sq 50.00 T13 12 sq 50.00
A3 14 sq 53.00 1(5 12 sq 50.00 T15 12 sq 50.00
1(7 12 sq 50.00 T16 12 sq 50.00
Bl 16 sq 56.00 1(9 12 sq 50.00 T17 12 sq 50.00
B2 14 sq 53.00 1(11 12 sq 50.00 T18 12 sq 50.00
1(13 12 sq 50.00
Cl 16 sq 56.00 1(15 12 sq 50.00 Vl 16 sq 56.00
C2 14 sq 53.00 1(17 12 sq SO.OD
K19 12 sq 50.00 Wl.1 16 sq 56.00
01 18 sq 59.00 1(21 12 sq SO.OD W2.1 16 sq 56.00
W3.l 16 sq 56.00
El 16 sq 56.00 Ll.1 12 sq 50.00
E2 14 sq 53.00 L2 12 sq 50.00 XI.I 16 sq 56.00
L3 12 sq 50.00 X2.l 16 sq 56.00
Fl 16 sq 56.00 L4.1 12 sq 50.00 X3.1 16 sq 56.00
F2 14 sq 53.00 LS 12 sq 50.00
L6 12 sq 50.00 CCI 14 sq 53.00
Gl 16 sq 56.00 L7.l 12 sq 50.00 CC3 14 sq 53.00
G2 16 sq 56.00 L8 12 sq 50.00 CC5 14 sq 53.00
G3 16 sq 56.00
Ml 12 sq 50.00 DOI 16 sq 56.00
Hl.1 18 sq 59.00 M2 12 sq 50.00 D03 16 sq 56.00
Hl.2 18 sq 59.00 M3 12 sq SO.DO D06 16 sq 56.00
HU 18 sq 59.00 M4 12 sq 52.00
MS 14 sq 55.00 FFl 18 sq 59.00
H2.1 18 sq 59.00
H2.2 18 sq 59.00 02.1 16 sq 48.30 All 12 sq 50.00
H2.3 18 sq 59.00 AL2 12 sq 50.00
03.1 16 sq 46.30 AL3 12 sq 50.00
H3.1 18 sq 59.00 03.2 12 sq 50.00 AL4 12 sq 50.00
H3.2 18 sq 59.00 AL5 12 sq 50.00
H3.3 18 sq 59.00 Pl 16 sq 56.00 AL6 12 sq 50.00
P4 16 sq 56.00 AL7 12 sq SO.DO
H4.l 18 sq 59.00 AL8 12 sq 50.00
H4.2 18 sq 59.00 Ql.1 16 sq 47.60 AL9 12 sq SO.DO
H4.3 18 sq 59.00 AUD 12 sq 50.00
Q2.1 16 sq 47.90 AL11 12 sq 50.00
HS.1 18 sq 59.00 02.4 16 sq 46.80 AL12 12 sq 50.00
AL13 12 sq 50.00
HS.I 18 sq 59.00 Q3.l 16 sq 43.60 AL14 12 sq 50.00
03.2 16 sq 43.00 AUS 12 sq 50.00
H9.l 18 sq 59.00 AL16 12 sq 50.00
RI.I 16 sq 47.00 AL17 12 sq 45.00
H10.1 18 sq 5900 Rl.2 12 sq 50.00 AUS 12 sq 45.00
AL19 12 sq 45.00
11 16 sq 56.00 T2 12 sq 50.00 AL20 12 sq 45.00
12 14 sq 53.00 T3 12 sq SO.OD ALZ1 12 sq 45.00
T4 12 sq 50.00 AL22 12 sq 45.00
JI 16 sq 56.00 T6 12 sq 50.00 AL23 12 sq 45.00
J2 16 sq 55.00 T8 12 sq 50.00 AL24 12 sq 45.00
J3 16 sq 56.00 T9 12 sq 50.00 AL25 12 sq 45.00
J5 12 sq 50.00 Tl! 12 sq 50.00 AL26 12 sq 45.00
- -- -
DESCRIPTION
REVISIONS
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DESIGNED BY:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:AS-BUILT PLAN
(RHINE CHANNEL - STATIONS 8+00 TO 16+00)6
RW
MP
MW
JB/EB
AS SHOWN
11/14/2011
RHINE CHANNEL
CONTAMINATED SEDIMENT CLEANUP
KEY MAP
4
5
3
VILLA
W
A
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MA
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28TH
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SCALE IN FEET
40 80
4
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
VIL
L
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26
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No. C69833
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APP'DDATE BYREV
NOTE:
1. FOR GUIDE PILE REPLACEMENT TABLE SEE SHEET C-3
ANCHOR
OEA;;:; ;-
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FACE OF SEAWALL
FACE OF SEAWALL
FACE OF SEAWALL
I
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FACE OF SEAWALL
0
ti
o 0
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DESCRIPTION
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DESIGNED BY:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:AS-BUILT PLAN
(RHINE CHANNEL - STATIONS 16+00 TO 25+00)6
RW
MP
MW
JB/EB
AS SHOWN
11/14/2011
RHINE CHANNEL
CONTAMINATED SEDIMENT CLEANUP
KEY MAP
4
5
3
6
0
SCALE IN FEET
40 80
5
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
I
EN
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OFSSEI
A
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P OR
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CA F OIFL
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Exp. 6/30/12
No. C69833
O
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MIC H A E L P. W
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L
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APP'DDATE BYREV
NOTE:
1. FOR GUIDE PILE REPLACEMENT TABLE SEE SHEET C-3
NOTE:
TOPS OF ALL PILES ARE AT +12 FT
MLLW. PILES THAT WERE CUT TO
ACHIEVE A FINAL TOP ELEVATION OF
+12 FT MLLW ARE NOTED IN PLANS.z ml
' "' m m
"' :::c m
!:'.I I ~,
FACE OF SEAWALL
•
0
:,,,<,
REFUSAL ENCOUNTERED
1 FT ABOVE DESIGN TIP
ELEVATION
7
I
~ -.
"
17+00
'
0 l}
<::::::] U EDGE TO -15' MLLW
0
~ CJ
PEDESTRIAN
BRIDGE
t ~
ANCHOR
.\.?
cJ
EtCo
FACE OF SEAWALL
REFUSAL
ENCOUNTERED 6 FT
ABOVE DESIGN TIP
ELEVATION
•
C:, 0
DREDGE TO -5' __
MLLW
(4' OFFSET FROM
SEAWALL)
DREDGE T~MLLW
8 19+00 C7
~
C)
0....
~
PROJECT BASELINE
a
DREDGE TO -14' MLLW
SEA SPRAY
PROPERTY
CHANNEL ROAD FACE OF SEAWALL
E2
C>
q
0
Ci
21+00
0
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D
0
d
0
D
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0
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DESCRIPTIONAPP'DDATE BY
REVISIONS
REV
SHEET NO. OF
D
e
c
1
4
,
2
0
1
1
2
:
3
2
p
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m
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A
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C
A
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P
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0
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3
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C
A
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\
0
9
0
2
4
3
-
0
1
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A
B
-
C
3
,
4
,
5
,
6
.
d
w
g
C
-
6
ON
E
I
N
C
H
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F
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,
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F
N
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T
O
N
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IN
C
H
S
C
A
L
E
A
C
C
O
R
D
I
N
G
L
Y
DESIGNED BY:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DATE:
SCALE:AS-BUILT PLAN
(NEWPORT CHANNEL PROPERTIES)6
RW
MP
MW
JB/EB
AS SHOWN
RHINE CHANNEL
CONTAMINATED SEDIMENT CLEANUP
I
EN
G
RE
OFSSEI
A
L
N
E D
G
R
SI
ET
P OR
R INICIVL
CA F OIFL
T
A
T
S
R
E
Exp. 6/30/12
No. C69833
O
E
A
N
E
MIC H A E L P. W
H
E
L
A
N
0
SCALE IN FEET
40 80
KEY MAP
4
5
3
6
15
T
H
S
T
R
E
E
T
W BAY AVENUE
AMERICAN
LEGION
POST 291
MARINA PARK
5
NOTE:
1. FOR GUIDE PILE TABLE SEE SHEET C-3
6
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
11/14/2011
NOTE:
TOPS OF ALL PILES ARE AT +12 FT
MLLW. PILES THAT WERE CUT TO
ACHIEVE A FINAL TOP ELEVATION OF
+12 FT MLLW ARE NOTED IN PLANS.
32+00
ANCHOR
OEA::::::
0
33+00
o00Dq
C:;;, DREDGE TO -12' MLLW
APPROXIMATE
SHORELINE
LOCATION
0
FACE OF SEAWALL
(l
REQUIRED DREDGE
SLOPE
38+00
<) AL10
AL7
PROJECT BASELINE
39+00 40+00
AL11 () DREDGE TO -13' MLLW
DREDGE TO -10' MLLW
0
AL12
L17
EXISTING STORM DRAIN OUTFALL
18" CMP
(APPROXIMATE LOCATION)
II
II
15TH STREET
PIER
11 1111111
40+36
◊
0
----