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Project Location
• Major Cities
Major Highways
C:.J County Bounda ries 0 0 15 ----====MILES
7.5
AIRPORT VICINITY
Airport Perimeter Dike FEMA and Seismic Im provements Project Oakland International Airport
28067727 Oak land, CA
URS FIGURE.
1
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1. DRAWING REFERENCE: OAKLAND INTERNATIONAL AIRPORT, USA COE WETLANDS AND WATERS DELINEATION MAP, PORT OF OAKLAND ENGINEERING DIVISION, DATED MARCH 7, 2008.
- o'
N'l'llOlCIMAlE SCll£ IN rEET
- '""' URS 26817687
PORT OF OAKLAND OAKLAND AIRPORT
PERIMETER DIKE
ESTIMATED WETLAND DISTURBANCE FOR FEMA AND SEISMIC IMPROVEMENTS
FIGURE 3
FIGURE
6-6
~·
! ~ ];
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I ~ c
l .. il'
& % ~ ~ <;;
j ~ G' :;;
f, ~.I
8 ~
0 l!)
+ O>
s CX)
0
~ z .._,
t:: z 0
~ __J w
MHW OUTBOARD BCDC JURISDICTION LIMIT
CONTROL LINE
PLACE TYPE 1 RIPRAP FOR CREST STRUCTURE RAISE r .,,.,.._____ ..._,
r l
PLAN SCALE: 1"; 100' 100' o· 100·
APPROXll.tATE SCALE IN fEET
6 If!' <.? z n. 50 <
r<.?<Xl t>:: r + ~~~ Q;:;~N z<n ti::O<Xl C3fb<( <zn
----- ~ ~~~ ~~~ 36+00----=.5 ~(l'. Vl VJ.
-~.:i8+ocl'~
200'
(l_ ~ < g:- <O -w(l'.r + ti::OO :;;:z v tl.W< WW (l'. Vl
0 0 0 0 ~ 0 ci N ci ~ ~ ~ +~ +~ +~
~~~ ~~~ ~~~ r------,.----;---------.--------------:-------------:-=---:--:-::---::--:-==::-::::::==-:-----~---;-------0<-_5<- 5<-,20 'r~ 'r~ 'r~ W rV>W rV>w rV>w
5
0
l'T - 5 es~"' rn ~ lO
- 10 §~ci
-15 ~~ -20 ;::::..
+
--? -25
-30
-35
- 40
- 45
- 50 20+00
HORIZONTAL 100' o· 100'
.~;~~·E~-l~~r/7~1 5
(>'.~~ DIKE FILL
10 ~=====l
5 ::.-,a -? ---j~glfi_? - --? --? 0
t SOFT CLAY (YBM)
------~-? -1
--? --? -· -?
POSEY/MERRITI SAND --? --?- --? --? --? -- ? --?
~? -1
-? --? --? --? --? --? ----- 1 --------? --? ~? --?
t I-
-+ + + - - - j
l + t-
22+00 24+00 26+00 28+00 30+00 32+00 34+00
STATIONING, FT PRO FILE
VERTICAL SCALE: 1"; 100' H 1"; 10' V
200' 10' o· 10' 20'
-1 -?
-? ---~?
36+00
-?
-?
~dici :::;"' ii'i< <r r V> Vl ;:::. -1
-?
-1 -?
_1 _1
STIFF CLAY (OBM)
-+
38+00 40+00
-5
-? - 10
-1
-15 _ 1
-?
- 20
j--- J-25
- 30
- 35
- 40
- 45
-50 42+00 43+50
,....... CX) CX)
0
~ z .._,
t:: z 0
~ 2i __J w
KEYMAP SCALE: 1 "; 3000'
~ -r
LEGEND
-D -D
NOTES:
PERMANENT NON - TIDAL WETLAND IMPACTS
TEMPORARY NON-TIDAL WETLAND IMPACTS
PERMANENT NON- TIDAL OTHER WATERS IMPACTS
TEMPORARY NON-TIDAL OTHER WATERS IMPACTS
OUTBOARD SIDE RIPRAP REPAIRS
1. REP AIR RIPRAP ON OU TBOARD SLOPE AS DETERMINED IN FIELD BY ENGINEER. RIPRAP BERM SHALL BE A MINIMUM OF 2-FT.
Figure 4 - Weiland, Other
Waters, and Outboard
Impacts Between Stations
i 9+50 to 43+50
100% DESIGN r-m-- I
APPROXIMATE SCALE IN rm APPROXIMAT( SCALE IN FEET
CAUTION: THIS PLAN MAY BE REOUCEO o 1 • 20 ORIGINAL SCAL£ NOT FOR CONSTRU CTION
7 I REFERENCES· I I I I I I I I I I I 8
NO. Rf\'ISIONS R(VO I APP'D a.rr
UBS OAKLAND INTERNATIONAL AIRPORT a.m D8/D3/15
PLANS I
nn.o BOOKS DRAWN K. LEE
~ ~POno9"e2:'6';-::0c.~ru~;. DESIGNED s. TOUGH
I; CAUTION: R£G. EHClllWI "°·I if CHECK TRACING FOR IATEST REVISIONS CHECKED J. ROADIFE~ RfC. £HCISEI:R NO.
1333 BROADWAY, SU(T£ 8-00 Ooklond , CA 94612 Tel: (510) 893- 3600 rox: (51 o) 87'- 3 288
PORT OF OAKLAND ~ 530 WATER ST. OAKLAND, CALIFORNIA
PERIMETER DIKE IMPROVEMENT PROJECT
DIKE IMPROVEMENTS, STA 19+50 - STA 43+50
SCA!.,[, />S SHOWN
SHECT: 16 or 44 ~E£TS
C2 I M -XXXX
..
(
~ ,;-I>'-
~~
PLAN
PLACE lYPE 1 RIPRAP ----FOR CREST STRUCTURE RAISE
:r: (.)
':;(1 ~
~NJ3R~~~l~T~CJCLIMIT I I I I I I I I I I I I I I I I I I J 111111111111111111111111111111 ttn 111111111111~
100· o· 100' 200'
KEYMAP SCALE: 1 ";JOOO'
NOTES:
~ -r
SCALE: 1";100' APPROXIMATE SCALE IN fEET
1. TEMPORARY PLATFORMS SHALL BE CONSTRUCTED AND MAINTAINED NO CLOSER THAN 5-FT FROM INBOARD LIMIT OF WORK.
0 0 ui
+10 w"">~ ~ .... I')
EG AT CREST OF DIKE \ ~ (PROJECTED) t'i
~
20~ +g I ~ -----------------.-------~ ~ r') I
~~ = .. '"7/77/5 i 20
LEGEND
~1
ii !I
! ~ ~ < ·li' c!!
• ~ ~ ' i ~
i ~. G"i { j : ~I
fl
co co
0
~ z ~
t z 0
~ _J w
15 SHEET PILE EL 14.00 I- ft) w
10 --,
51 \_ U Oil') ._,_~,__,__,_' I '\ -\ J ;::-~ - CLAY DIKE FILL
1 EG AT DIKE ALIGNMENT
(E) FUEL LINES 0 d ~ L I II E Fill woo ~OIO
Ol-o ci r'i-- • ''°- . I-+ --1 - -? --?
-5L~d -10 ~I-? - -? -1 _, -, - 15 - ?
- - ? --- ? -~ ? -- 1 -- ? -- ? - -- 1 -- ? t-t- t- - 1 - -t- 1 >->- - ? t- - t- - 1 - -- ? -- - l 1 ........_
STA 54+00' r ?I I -+-l--11 1-+--1--1'/
- ? - ? - • 111 1 11/ . ? .......... _,__,__ • , __ _ ? ~ I ±H ?I l=t±-1? I H= -1
_,
I-
I-
-- ? ?
'\ ~ - . - . : . SOWFT CLAl Y'(lllYB.M)
· - ? l_ _..... ., '- - - · · POSEY MERRIIT SAND - 1 --7 ?--?~1--?--1--1--?--1--1 ? -- ·--· --?--?--?--
-20
-25 INSTALL SHEAR PANELS
SEE DETAIL 1 ON SHEET C20
STIFF CLAY (OBM)
15
10
5
0
-5
-10
15
-20
- 25
30 -30 67+50 44+00 46+00 48+00 50+00 52+00 54+00 56+00
STATIONING, FT
58+00 60+00 62+00 64+00 66+00
PROFILE SCALE: 1 ";100' H 1 ";10' V
HORIZONTAL VERTICAL 100' o· 100' 200' 10' o· 10' 20'
~
co co
0
~ ~
t z-0 ~
~ _J
w
APPROXllrM.TE SCALE IN rEET .APPROXIMATE SCALE IN FUT 100% DESIGN
• -D -
CAUTlON: THIS PLAN MAY BE REDUCED 1 • 2• ORIGIN/ol SC>J.£ NOT FOR CO NSTRUCTIO N
PERMANENT NON- TIDAL WETLAND IMPACTS
TEMPORARY NON-TIDAL WETLAND IMPACTS
PERMANENT NON- TIDAL OTHER WATERS IMPACTS
TEMPORARY NON-TIDAL OTHER WATERS IMPACTS
Figure 5 - Wetlands and Othe
Wate~ Impacts Between
Stations 43+50 to 67+50
OAKLAND INTERNATIONAL AIRPORT I """' 08/03/15 7 REFERENCES· NO. """5IONS O.TC ""'o -o UBS PORT OF QiAKL /AND PERIMETER DIKE I SCAlLo 1'S SHOWN
8 PIAHS ORAWN K. LEE M M. IMPROVEMENT PROJECT '
C3 I M - XXXX
:: nEl.D BOOKS s TOUGH 133.S BROADWAY, SUIT[ aoo --
~ • OESIGNED • R£C. °"'"""NO. 0o• 1and, c• .. .,, 530 WATER ST. OAKLAND, CALIFORNIA DIKE IMPROVEMENTS STA 43+50 - STA 67+50 i! ~POJ"109f"B~~oc.e:'il'.'~2. CHECKED J . ROADIFER ~:~, (~~~~) ·::::~. • !; CAUTION: R£C. °"'""" NO. ii CHECK TRAONG f'OR LATEST REVISIONS ..
SHta: 19 Of 44 SH££TS
~
1 ]>
'll ·~ .. f l .,;
~ 1. ~i
fl c
I
I fl g ~ < j
l
~ /\
oc;-co 0
~ 6 t;:: z -0 f:= ~ w _J w
I
15
10
5
0
-5
- 10
-15
-20
-25
- .
--? --? --? --?
--? --? --?
:::;; :::;;
8J 8J CD CD
~Cl ~ ~<.D ~ ~.;!; iii:2 t-o ;:: + (J') ~ (J') <O
~;:: ~~ WV> {j<C(
~l-106+oi)-< (J')
100' o· 100'
PLAN SCALE: 1"=100' .APPROXIMATE SCAL£ IN ~
200'
HTL OUTBOARD LIMIT OF WORK
'° PLACE GENERAL DIKE • • • • • • FILL FOR STABILITY
BERM
EG AT CREST OF DIKE (PROJECTED)
'-~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~+-~~~~~~~~~~~~~~~~~20
-""""6 15
10
:::;;r-lo' :::;;~N ~~U")~::~~..L--~~~:...(~~~~~~~~::zz;;~~'.:2'_,t.2:;2L~:Z:Z'.;~'.:22::~~~ - a:::qw_wo · wc.o . moV--•
CDON +.....J ' - -? --? --? --? --? --?
,_+-' ~OJW t:~w ~a> ~ ffi <(
~~ ~Iii __ t-U'l (J')
~· --~? --?
I-
--? --? --? --? --? --?
GENERAL DIKE FILL EG AT TOE OF DIKE
{PROJECTED)
--? --? --? -- ? --?
----? --? --?
SOFT CLAY (YBM) -5
-10 --? --? --? --?
POSEY / MERRITI SAND - 15
-20 -- ? --? --1 --? --? --? --? --? --? -- ? --? --? --? --? --? --? --? -- ? ---? --? --?
STIFF CLAY (OBM) - 25
30 - 30 115+50 92+00 94+00 96+00 100+00 102+00 104+00
STATIONING, FT
106+00 98+00 108+00 110+00 112+00 114+00
PROFILE SCALE: 1"= 100' H 1"=10' V
oc;-CX)
0
~ z ~
t;::
z 0 f:=
~ _J w
KEYMAP SCALE: 1 "=3000'
~ -r
LEGEND --D -PERMANENT NON-TIDAL WETLAND IMPACTS
TEMPORARY NON-TIDAL WETLAND IMPACTS
PERMANENT NON-TIDAL OTHER WATERS IMPACTS
TEMPORARY NON-TIDAL OTHER WATERS IMPACTS
8.
%
~ HORIZONTAL
100' o' 100·
VERTICAL 200' 10· o· 10' 20'
Figure 7 - Wetlands and 01hcr
Wa1ers lmpac1s Bc1wccn I
S1a1ions 91 +50to 115+50
s .. ,;;
APPROXJW.T[ SCAl.£ IN FEET APPROXIM-'TE SCAlE IN fW
~ I REfERENCES· ~ ·~s I NO. , - nELO BOOKS ~NS I 1 1 1 I
REV'O I Nl'P'D OAT[
DRAWN K. LEE
le "POAT Of <W<~D OAT\J M" ~ IS J.20' BELOW N.G.V.D. ' 29 DESIGNED S. TOUGH
tz CAUTION: Rt:C. CHCU<ID! "°·I f CH(CK TRACING rOR LATtST REVISIONS CHECKED J. ROAOIFER lttC. £NCIHtD HO.
URS t333 BROADWAY, SUITE &00 Oakla nd, CA 9.C 612 T•!: (!110) 893- 3600 rox: ( 51 0) 87.4 -32H
I CAUTION: THIS PLAN llAY BE REDUCED Y .... 1 •• •• r I r ORfQNALSCJJ_[
PORT OF OAKLAND ~ 530 WATER ST. OAKLAND, CALIFORNIA
100% DESIGN NOT FOR CONSTR UCTI ON
f I OAKLAND INTERNATIONAL AIRPORT
PERIMETER DIKE IMPROVEMENT PROJECT
DIKE IMPROVEMENTS, STA 91 +50 - STA 115+50
I OAfCo 08/QJ/15
SCM.IO PS SHOWN
S><m' 21 or 44 SHC£TS
cs I M - XXXX
l
l J
~ J;
II
! ~ c'
J ~
& ~ :; ~
i ~ ~ g.
~ l
0 If)
+ If)
I()
~1(_) Vl t;
w
' /' PLACE TYPE 1 RIPRAP FOR CREST
STRUCTURE RAISE
:r: - -Ul 5 5~----;;:\=- ·--=-=-~
MHW OUTBOARD BCDC JURISDICTION LIMIT
LIMIT OF WORK 0 If)
+ Ol r')
w2lg~1_16+00~p - 118+00~-120+00~122+00-~ · ~ · · ~:-~------- · _::: • ·W .
c:o t()
0
~ z ........
t z 0
~ _J
w
::J Ul
~ 10 5
"' • • • • • • • • • • • • . PLACE EARTHFILL ~ • ·'I ... • • • • • • • • • • • • • • • FOR STABILITY BERM • • • • J.:. · • INBOARD BCDC J • • •L INBOARD LIMIT •
. ::::; ~ - f5 + ... •
• • • • • • • • • • • • • • • • • • • • ,/ • • • JURISDICTION LIMIT • • • • • • • • OF WORK :~ l~:;-!'1 ~~ . + •
t-0 ~I"") :Jl"l zm-Cii - ·1 (5 < < • •
• 0<(<: Wt-t- .,.. -Q:;; t;; ' CD.Ul~ ... ... .[) . .
... ... • + ... ... ... ... ... + + ~ - ... ... ... + + • ... ... ... ... ... + ... ...
... ... ... ... ... .... ... - ... ... ... .... ... ... ... ... .... ... ... .... ... .. ... . .- ... ... ... • ... ... ... + ... ... ... ... ... ... ... ... .... ... ... ... - .. ... ... ... ... t . ... _ ... - ... +
100' O' 100' 200' PLAN ~--- - =i
SCALE: 1"=100' APPROXIMATE SCAl.£ IN FECT
EG AT CREST OF DIKE
-5
-10
wo~ ~~~ COi() WON __ ?
+-'-ml()
-§ ~ w ~ ~ ~ SOFT CLAY (YBM) CD ::-J -< < CD ,_,_ <<
--? ---? --?
--? --? ----? --? --? --? - - ? ----? --? -- ? - -·
. .
DIKE
~gg~~-
~(/) l~ti ? -- ? -- ? -- I- -- ., --? --?
--? --? -- ? --? --?
-15 I-
- 20 I-POSEY/MERRITT SAND ..-- '
-25 - -? - - ? --? ---- ? --? --? --- ~ --? -- ? - -? --? --? --? --? --· - -?
-30 STiFF"" CLAY(OBM) -- ?
116+00 118+00 120+00 122+00
HORIZONTAL VERTICAL 100' o· 100' 200' 10' o· 10' 20·
~~- I ,____ I
APPROX!W..l[ SCAlC IN rca APPROXIMATE SCAL£ IN Fm
124+00 126+00
PROFILE
128+00
STATIONING, FT
SCALE: 1"=100' H 1°= 10' V
130+00 132+00 134+00
CAlJTION: THIS PLAN llAY BE REDUCED
--? --? --? --.-?
136+00 138+00
? .... , .... 1; , r oRICINAL ™
20
15
10
5
0
-5
- 10
- 15
-20
-25
-30 139+50
c:o t()
0
~ z ........
t z 0 f=
~ _J
w
KEYMAP
' -r
SCALE: 1 "=3000'
LEGEND .. -D -PERMANENT NON- TIDAL WETLAND IMPACTS
TEMPORARY NON-TIDAL WETLAND IMPACTS
PERMANENT NON- TIDAL OTHER WATERS IMPACTS
TEMPORARY NON- TIDAL OTHER WATERS IMPACTS
Figure 8- Wetlands and Other Waters Impacts Between Stations 1 15+50 to 139+50
100% DESIGN
OAKLAND INTERNATIONAL AIRPORT °""' 08/03/15
NOT FOR CO NSTRUCTION ~I REFERENCES· L - I ---·- I ---- I ·- I ·--·- I I I I I I R£\'ISKlNS A£t/O I N'P'O ... Oo\TE
URS 8 PIANS I
no.o BOOKS
"'I ·PORT OF OAK.LAN[) OAru~· C1 IS 3.20' BELOW N.G.V.D. '29
!;; CAUTION: ff CHECK lRACING FOR LATEST REVlSIONS
OBAWN K. LEE
OES!GNEO S. TOUGH Rte. OiCINEER NO
CHECKEO J. ROAOIFER . Rte. CNCINCCR NO.
1333 BROADWAY, SUtf[ 800 Ooklond, CA 94612 l • I: (S10) 893- 3600 rox: (:)10) 8J.4- 32H
PORT OF OAKLAND ~ 530 WATER ST. OAKLAND, CALIFORNIA
PERIMETER DIKE IMPROVEMENT PROJECT
DIKE IMPROVEMENTS, STA 115+50 - STA 139+50
SC<lL: f>S SHOWN
SH[CJ, 22 or 44 SHffiS
C6 I M - XXXX