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• 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

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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

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0

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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

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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

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fl

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0

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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 ~

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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




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

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l

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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'

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LEGEND --D -PERMANENT NON-TIDAL WETLAND IMPACTS


PERMANENT 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_[


100% DESIGN NOT FOR CONSTR UCTI ON

f I OAKLAND INTERNATIONAL AIRPORT


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

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II

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i ~ ~ g.

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' /' 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

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t z 0

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w

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~ 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 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



DIKE IMPROVEMENTS, STA 115+50 - STA 139+50

SC<lL: f>S SHOWN

SH[CJ, 22 or 44 SHffiS

C6 I M - XXXX

Project · 2016. 5. 19. · Project Location • Major Cities Major Highways C:.J County Boundaries...

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Transcript of Project · 2016. 5. 19. · Project Location • Major Cities Major Highways C:.J County Boundaries...