C05_02__Attachment_No__5_SOW_Drawings_-_Information_Drawings.pdf

FOR INFORMATION ONLY

CMagalong Line

Line

Line

.D

C

B

A

214-D-22134 5

II

Q::r.======= £/evalor tower

Spillw°!_~ r'

I

II

Q::

Cladding

~' Outlet works

D

"mJ .... ~ I /,.,;; " I ~"/ I liii\ ~ /./ ~ ~ w ~ /

"~-".,;; II ~ II Water temperature ...-::::;::.:/.'..<~ ll C Access II 'lprobe......_..::e!I~

II /.'l;.., ~-::::-, II hatch II ,,,,,'l'l ,~J!

I Ii;" " ~ I Top of cladding, IE;" I Claddin9,,_-';;f!., 11 ~" ..-:.:::, 11 £1. 89205 11 ~" .:::," 11 11 "~~ -'l"l''/ 11 (Typ. Lo_w 11 "',,;'°'~ /,,,-...,:,.- 1!

11 * II level mtakes) II ~ II II ,.,,./,,,.. ,~, 11 , \I ,,,../,,,,. '',, ll I\ ,,,../,.... '~, 11 11 .,,.,./,,... ''-..., ll

Low level intake No.2 Clodding

PLAN - EL. 1071.92

Shutter No.4

PLAN - EL. 892.05

,111\\ I ·~J-0 \ 2J-O '

/Typ. all shut!ers!

Shutter No.2

20 20 40 60

SCALE OF FEET

3 2

16'

REFERENCE ORA WINGS

SHASTA DAM:

DAM AND POWERPLANT -

PLAN.

£LEVA TIONS AND SECTIONS ...

MAIN UNITS - TRASHRACK STRUCTURf.

TRANSFER STRUCTURE.

ROADWAY AND PARAPET PLAN.

GA TE HOIST STRUCTURE

OUTLET GA T£ STORAGE STRUCTURE.

SHASTA TEMPERA TUR£ CONTROL DEVICE:

. .. . 214-0-10852 .. 214-0-711 .214-0-2809 .214-0-9117 .214-0-9302 .214-0-9388 .214-0-9611

DEMOLITION.. . . 274-0-22139 THRU 22141

OUTLINE AND R£/NFORC£M£NT. . 214-0-22142 THRU 22144

D

C

STRUCTURAL STEEL ..... . 214-0-22148 ,HRU 22313

AND 214-0-22406 THRU 22424 IB

ANO 214-0-22464 THRU 22531

DAM CONNECTIONS. . . .. 214-0-22432 THRU 22461

STEEL CLADDING . . . . . . 214-0-22314 THRU 22331

ANO 214-0-22372 THRU 22377

MISCELLANEOUS METALWORK . .. . 214-0-22384 THRU 22392

AND 214-0-22505 THRU 22511

DEBRIS BOOM. ... . 214-0-22393 THRU 22395

NOTES

** Indicate elevations and dimensions the! require field verification.

@, ALWAYS THINK SAFETY

UNITED STA res

DEPARTMENT OF THE INTERIOR

8/JR€AU OF R[CLAAIA TfON

C<NTRAL VALL[Y PRO£C r

SHASTA 0/VIS/ON - SHASTA DAM - CALIFORNIA

SHASTA TEMPERATURE CONTROL DEVICE

GENERAL ARRANGEMENT

PLANS

DESIGN[D __ M;_l. CHAVl'!_A_ _________ TECHNICAL APOROVA'- __ d'J ... ~..L.~--------

' ~ ~ C/.IICF. C/Vft. ENC/1,£~RING OIVISJOH

.4 •

A

[le

FOR INFORMATION ONLY

CMagalong Line

• D

B

A •

214-D-22135 5 4 3 2 Ito

If Low level intake

't Shutter c:,fr11rf,,re No.5 structure No. 'j Roadway roiling . . . ~-- uo,u 't Shutter No.4 - ,~- SHASTA DAM 't Shutter structure No.J not shown ~~;~;;~~~j~D~,s~t~r~,b~u~t~,o~n~~i==~;::;·~~~~J~;;;==================3==============~~~~~======F==o=n=d=T=r=o=sh=r=a=c=K=s=tr=u=c=t=u=r=eN=o=·~J===~~9~9~-;6~1~~~~~~~~~~~~~~:--====iiii~~~iit~====--===2 switchboard Sto,r ST 99-6

1 Cote Axis of dam c- -

I 4 -- ~~-~-~~= I

I

't Shutter structure No. 7 If Shutter No.2

I

I I

I

I

I I

I

I I I

11 "* I

I

II

Ii /:r L --"

\ Al>-ii

I l Pipe guardrOl'f-...

8 >-

PLAN

Top of Platform P2, El. 104775

EL. 1071.92

Pipe

Roodwa/ of parapet, El. 1079.7** c "( r""' Shutter structure No.J r"'t Shutter ra, mg::::) L/'t Shutler Motor control and Trashrack structure No.J struclc·re No. T

~I I structure No.5 centers 1 1

Pipe guardrail

Top of grating, [} T071.05L _ _ __ op of existing troshrack I rTop of troshraC:<S, El.

j ! I

I

Ladder L 1

Pipe guardrail

I I .

Fence 't Roadway, E.I. 1077.5** of walkover, E.t. 1077.92

E.!. 1065.0**

SECTION A-A

structure, El. 1065.0**~ I Ladder LL"---l~I Ladder L2"---

I

11--.--r~~,--+--'---------t---------+----t-,;-n-rmr

~I I I I I

R I I I

Top of Platform P2, EJ

. 111m min I!~, ~~/~~, ~~---i

Upper gale /shown in raised po:/ion)~ '---- -- ' -------- '

't Roadway, Rood.voy railing Top of parcoe/, £LEVA TION

I

I F I I I F

:1111:

E.1. 1077.5** E:t. 1079.7**--i_ Upper gate sheave

Top of grating, El. 1071.05

£<£ E.I. 105150

Pipe

Top of lrashrack structure, E.I. 10650**

/ / I I r====s=) ? \ti ~ rn I Gallery

Axis of dam

SECTION 8-8

Pressure relief gate sheave

,pe guardrail Top of grating, El. 1071.92

_fl£ El. 106750

Troshracks

R£F£R£NC£ ORA WINGS

MISCELLANEOUS METAL WORK

PLAN - GRATING ANO GUARDRAIL

EL 1071.92 ANO EL. 107105 _ ________ _ 214-0-22384

PLAN - PLATFORMS Pl, P2, ANO P3

EL. 1047.75 ANO EL. 1048.10 _ ________ _ 214-0-22385

STAIR SI __________________ _ 214-0-22389

LADDER LI. L2, ANO LJ ____________ _ 214-0-22392

WALKOV[R ANO LA00[RS L4 ANO LS ________ 214-0-22511

FENCING

PLAN ANO SECTIONS ______________ 214-0-22387

ROAOWA Y RAILING

MOO/FICA TIONS - PLAN ANO SECTIONS _______ 214-0-22390

10 10 20 JO

SCALE OF FEET

r

V

I I

', I , I I I I '' , , '. 11

Top af P.1atform ?J.

~48llil lJlWY I, '- l'l

NOTES

Longitudinal dimensions are measured :1/orq axis of dam.

** Indicate elevations and dimensions the~ require field verification.

@ ALWAYS THINK SAFETY

UNITED ST,4 r[s

OEPARrMENT OF THE /NT~R/OR

BUREAU OF R[CLAMA T/ON

CENTRAL VALLEY PRO.£CT

SHASTA DIVISION - SHASTA DAM - CALIFORNIA

SHA ST A TEMPERA TUR£ CONTROL DEVICE

GENERAL ARRANGE.ME.NT

HOIST PLATFORM - PLAN AND ELEVATION

DESIGNED --~:.L:.f!!!.:f!_R_!: _________ TECHNICAL APDRQv-:L _..AtJC.C..~--------

~:;:E~~---1~-~~~;t~---_-_-_-_-_-_-_ :~:;;f ~::::::::_ CHIU', CIVIL t"l'IGl,'EfPrNG DfVfSION

D

C

B

A

FOR INFORMATION ONLY

CMagalong Line

D

214-D-22136 5

Roodwo y ro,)ing----, -CExisting spillway bridge

Crest, El. 7037.0** \ I

I

I

I "t!i rTop of parapet, El. 7079.7**

Top of grating, El. 7077.05L_

-P,pe guordroil:!:7

Water temperature probe wells---------

Side gate guide:--

C

Bl

I 1 II ii Ill 1!1 Ill lfi II

___{_£El. 9 7 7. 2 * *

Ill I-Existing outlet works 1--1 trashrack structure ffilITTl1 Ii .11·. :: :,:rill!![ tl1i1t1J , I 1.[Il]Jll

I

I I I l,1111111111 lllli ffl'III , ,11,,,, I

II

I

II

Side clodding guide

I I I

(Low level intake No.3)

Top of clodding, D 89205\

(Low level intake No.2/

I lLow level intake No.I) i I

I

Cloddin)r-~ I

II

I

I I

I

I I

I

I I I

I

I

A 11111 IIL

(D 720.00 [: El. 720.0 **

!Ji~

7/

I I I I I I I

.1 I I I I ii ·1 i1

1:

ii

'I 11

1, I I I I I I I I I I

,II

Stair SI

I !

CTop of grating, El. 7077.92

=-=--=--=l I f=-=.:

Top of existing troshrock structure, El. 7065.0**

I 2

. _, I '- CC[~

~ ~ : llY ill : ~: 11111 I

: ~ 11111 w : I 1

: ~ I 11 1 M I

I I I ~ I I ir I I UJlJ I I I I

: I I : : I : : 1 4 ~ : : I~ : : I u :

I I I I I I I I I I I I, I

:I -Top of El. 706700

Existing transfer structure

~Trashracks __£'-To{:tof upper gate, "\. El. 7048.50 It.-~ ~ I I I I I' I I rtli I I I I I I ,;; Shutter I 1-r't Troshrock ,;; Shutter structure No.3 111,'t Troshrock ctr,;; Shutter I structure No.5 ---w- structure No 4 ==== r,! and Troshrack structure ~

1 I structure No.2 "--- structure No. 7 I I I I I Na.3 I It::::==:- I I IILI'- I

I II II 11~ II I

I I I I I I I~ I 11---'-- Troshrocks~ I I I I I I I 1=-- I 1-- -I

/ t

/' ,1 !

I I I I I I I I I I

I II II_.,._ II 11><1 I

: : '- : : : : i I : : 111 :

I I I I I I I I , I

'I· 1 1 1 111 '' II 1 1 , 1 l 1 'I 1 1 I I I ii '-Upper gate !shown in raised position! 1 I II' I I I I

II I II I I '= I· 1'

: II : : : : : ::: 1'1 :11

I I I I I I I=== I I, I !I II I 111111!1 I I I l,e ,__ = jl I

: t : I 'µ_>--Middle gates---- !J : : 11 :

i '== i ! !shown in open pos, .o n_

JI tii ' i • 11 I i I : i I I : : : 111 : : I . I' II J :1 11 : I : : 111· : 111 111:11· I I '• I I I I 11· I 11 · ii 1r· . I i : Ill i II' I i I I , i!:

I ~ i1i I I I I rs I ' I I I''

I 1111 I I 111 I I 11 I I I 1r111 ~ii ! J :Iii ! ! ,I II,, , ! ,I Ill~ • ~ , I I ! ,,11111 hr~ 1 I

\___ I I I I/ ' I 'ti-----------+ Troshracks / 1 1

I I . . l'><i I

11 ~ !J I I I

Top of barrier panels, D 7000.00 r

\.\_Bottom of barrier panels.

', D 94500 ',, ';r-1.l"·

Top of clodding, D 900.00

1 1~Clood,~ng 1 : I

I I - I I 11 I rSidedodding I I I I I I I gwde I I I C I I I I I I I I I I I I I I I I Shutter No.2) I I I I I I I

111 I I I I I I I I 11• t t>- I I

Troshrocks- I (Pressure re,ef gates~ I I ' 111 ~ f /shown closed! \ I I

Bottom of cladd,ng, D 831.00

NOT£

lii111111· 11 I Ii I . I I ~'1 '11 [II illiiilli lii!illJ

: : lliJJI 1111111111~~1111 · 11· 'I I .... 1.-L-__

I ·1 I" I \c:::::::J c:::::::J I I c:::::::J c:::::::J i II CJ ~ 5iTt I I~ ~ c:::::::J I

1!11. ,, ., II~~ ~i!III 111111~ ~ ~

:IJ

Top of clodding, D 804.00

** Indicates elevations and dimensions that require field verdication.

·1 1 I I I I t 11 I lv--Clodding;~ I :1

11 u ,:1

JI : I ti I~ . . 1~ il

'I 1]1 I I I I I I I I I I I I

I

I I 1 11 I

'I I 11 I

I~[ ~C' "'" Clodding_] ~

"'I Clodding_) j__rCiodding

I

I It

I

I I

I

I I

I l I

I

--i::.__EI. 78000

--.~~~-----'----"~ I~ Approximate topography

60 feet upstream of dam axis

@ ALWAYS THINK SAFETY

UM{EO _5;At(S

DEPARTMENT OF TH£ INTERIOR

BUREAU OF R[CLAAIA -r;oN

CENTRAL VALLEY PROJECT

SHASTA DIVISION - SHASTA DAM - CALIFORNIA

/7

,,..j SHASTA TEMPERA TUR£ CONTROL DEVICE

ELEVA T/ON

I

I

SCAL~

20 40 60 I

OF FEET

GENERAL ARRANGEMENT

ELEVATION

D£S1GN£D __ !!:_L:.._EH!-,J'~R_~--------- TECHNICAL APPROVAL --~-.e-· '-------- DRAWN ----~E:...!EP'}~q_LiE!_ _______ SUBMITT[°"~--:~?_~ /.,/ _.1/

CHECKED ---~':!._~~~(3_"'!_0_ __________ A~~

D

C

B

A

FOR INFORMATION ONLY

CMagalong Line

D

B

A

214-D-22137 5 4

Roadway roiling

Max. WS, El. 7070.65

Pipe guardro,J Top of grating, E./, 1077.92

Matar control center Gote haists;::;;s;;) n )) 1 Top of parapet, £1. 7079. 7**

~ I ,r-E/. 70775**

/with surcharge):) __

Top of active conservation, n 1013_55:::)

Top of upper gate, n 1045_00

Top barrier panels, E} 7000.00

Bollom of barrier panels, El. 945.00

Top of .nactive conse,..vation, n 84000:::) __

Bottom of cladding, n 831.00

Trashrack n

- - ,I n 9500**

El. 900.0"'"'

Goilery

Existing v~ trashrack I structura / n 850.0**

£1. 790.0''''

Concrete block below Unit 3 only!

SECTION THRU <£ UNIT 3

n 1065.0**

Gatlery

_ Top of grating, Side gate hoysts n 7077.06

Guardrail,_ C Top of joint use, E.I. 706700

I I --ii

Trashracks

Cladding op of active conservation, n 7013.55

Structural strand

Side gate guides

S,'de gates, shown in raised position

Top of side gate opemng, £1. 89050 _uu 889.00 op of lnac~ive conservation, £1. 84000

Cladding

Bottom of side gate opemng, £1. 75050

1___1£1. Varies

SECTION THRU LOW LEVEL INTAKE N0.1

MaEi. ~57065 't £1. 7067.50 /with surcharge!~

Top of active conservation, Structural strand

£1. 707855~--

1£ £1. 88900l__

Top of inactive conservation, £1. 840.00~--

Cladding

20 40

SCALE OF FEET

n 1019.1**

Roadway roding i

~ Gallery-:----,,_ ~ n 85,J.O** d--£1. 790.0**

SECTION THRU LOW LEVEL INTAKE N03

NOTES

** Indicates elevations and dimensions that require field verification.

~ ALWAYS THINK SAFETY

UNITED STATES

DEPARTMENT OF TH€ INTERIOR

BUREAU OF RECLAMA T.'ON

CENTRAL VALLEY PROJECT

SHASTA DIVISION - SHASTA DAM - CALIFORNIA

SHASTA TEMPERA TUR£ CONTROL DEVICE

GENERAL ARRANGEMENT

SECTIONS

O[S!CNtD --~:_L:..._C.!!!Yif!..-'! _________ TECHNICAL APPROVA;.. --~tt...r..i._~--------

C;.EF, CIVI. OIG!~N; OIV~

D

C

B

A g;

FOR INFORMATION ONLY

CMagalong Line

.D

A

214-D-22138 5

DESIGN LOADINGS

O ___ OEAD LOADS

Stn,ctural steel ............ .. . ... ..... .. . .. . 490 lb/ ft' Submerged structural steel .. . . ... .... . ..... 428 lb/ft' g~~!~?i~~~;;::::::::::::::::::::::::::::::::::!i :;g{ Trashracks:

Upper, middle, side of shutter Na.1 ... ... 30 lb/ ft' Side of shutter Na.5 ......... .. .... . ..... .. 35 lb/ ft' Pressure relief. . . . ...... . .. . ................ . 45 lb/ft'

L, and L, ___ L/VE LOADS L, __ Uniform Live Loads

Haist platform al £1. 1071.92 . .......... ... 250 lb/ft' Haist platform al £1. 1071.05 .... . . ... . .... 250 lb/ft' Platforms at £1. 1045.92 and £1. 1047.75 .... ... ............. . ...... 100 lb/ft' Walkover ....... . ............. . ........ . . . . .... . 100 lb/ft' Stairs . ............ ............. ..... .. .... . ... 100 lb/ft'

L, __ Fixed Live Loads /Equipment weights) Upper gate ............................... . ..... 98,000 lbs.

Middle gate ........ . .. ...... . . .......... .. . . .. 105,000 lbs.

Pressure relief gate .... . ................... 121,500 lbs.

Side gate . . .... . ...... . .. . ........ . . . ......... 100,550 lbs.

Upper gate hoist and sheaves . .. ........... 43,000 lbs.

Middle gate hoist .............................. 48,000 lbs.

Pressure relief gate hoist and sheaves .. . 55,500 lbs.

Side gate hoist ............................... 34,500 lbs.

C ___ TEMPORARY OR CONSTRUCTION LOADS

E, and E, ___ EARTHOUAKE The temperature control device is designed la withstand the Design Basis Earthquake with no structural damage. This is defined os one which would be likely la occur only once during the economic life of the structure. See [ARTHOUAK[ NO TES far further details.

WA ___ WA VE LOADS

The temperature control device is designed ta withstand the pressures resulting from a wave height equal ta the average of the highest 10 percent of all waves generated by a wind with a 50 year return period. The resulting pressures ore shown below:

TCD = Temperature Control Device SWL = St11/ Water Level

-400 lb/ft'

J I I ')'~--SWL

+225 lb/ft' 25.0'

---SWL

Crest acting on wall Trough acting an wall

H,and H2 ___ HEAD LOSS / DENSITY LOAD H, __ Norma/ head loss

Shutters. ........................... . .. -145 lb/ft' Low level in tokes. .................... -85 lb/ft'

H, __ Maximum head loss Shutters ... ............ ............. ... -315 lb/ft'

WH ___ WA TERHAMMER LOADS

Load reject ion:

EARTHQUAKE NO TES

The structure is located in seismic zone J /From Uniform Building Code. 1988 [dit,'on.

''seismic Zone Mop of the United States ' ).

An earthquake with a 90 percent probability of not being exceeded in 50 years /approximate return period of 500 years) wos selected as the design basis eorthquoke U.S. Geologic Survey Open-F1'le Report 82-1033, 1982 /Algermissen et ol.) wos used to establish the horizontal acceleration in rock for this earthquake. The design horizontal rack acceleration is 0.13g.

The design vertical acceleration in rack is 0.09g.

Horizontal and vertical rock accelerations can act simultaneously.

E,-- The dam and temperature contra/ device magnify the ground accelerations according ta their dynamic properties. The fa/lawing formula was used to determine the dead and fixed live load component of the seismic force:

[,= cw Where: [, = seismic force due to dead and fixed live load

C = dimensionless constant. See Tobie 1.

W = total dead load plus fixed live food

E,-- The seismic water pressure IE,i wos used to account for hydrodynamic effects.

See Tobie /.

DIRECTION

OF MOTION

Cross-canyon

Stream

Vertical

TABLE

C £, Rigid Frames ........... 0.3 Shutters ............ . ... 0.3

Shutters ......... .75 lb/ft' LL Intakes ... . .. 100 lb/ft'

LL Intakes ..... . ........ 1.5

Shutters: Shu/ters ... . ..... . 30 lb/ft' Above EL 890.00 ..... 0.5 LL lntakes .. .... . 30 lb/ft' Below £1. 890.00 ..... 0.3

LL Intakes:

All [levations .. . ...... 0.3

Shutters ........ .. . ..... 0.4 LL /ntakes ... . ......... 0.15

Shutters .......... 30 lb/ft' LL Intakes .... ... JO lb/ft'

REQUIRED STRENGTH, S, FOR COMB/NAT/ON OF LOADS

WS below EL 840

S = D + L, + L, = D + L, + L, + WA + W

= 0.751 D + L, + L, + W I

=. 0. 751 D + L, + [, + E, I

= D + L, + T

= 0.8/ D +CI

NOTES:

LOAD COMB/NATIONS

WS between £1. 840 &, EL 1045

S = D + L, + L, = D + L, + L, + H, = 0.751 D + L, + L, + H,I

= 0.75t'D + L, + L, + DE i

= D + L, + L, + WA + W

= D + L, + L, + WH

= 0.751 D + L, + L, + W i

= 0.75( D + L, + L, + H, + W I

= 0.75f.P + L,+ [, + [,)

= D + L, + T

= 0.81 D +Ci

Design for maximum value of S.

WS above EL 1045

S = D + L, + L, = D + L, + L, + H, = 0.751 D + L, + L, + H, ;

= 0. 751 D + L, + L, + DE J

= 0. 751 D + L, + [, + E, I

= 0.81 D +CI

Omit live loads IL, I if this results in a more severe design condition.

Reduce uniform live load I L, I on hoist platforms to 100 lb/ft' when analyzing hoist operation, maximum head loss I H, ), debris I DE ), wave I WA ), and wa/erhammer I VIH ) load cases.

Reservoir above El. 945.00 ............ .... 135 lb/ft' 1------------------=----------=-=--------t Reservoir below El. 945.00 ... . ...... . .... 200 lb/ft' Startup IA// reservoir e/evotionsi .... .... ... -240 lb/ft'

DE ___ DEBRIS LOAD

Shutters . .. ...... .. . . .......................... -315 lb/ft'

W ___ W/ND LOAD

Based on a wind speed with a 50 year mean recurrence interval.

Maximum wind velocity = 75 mph

External pressure on projected area ....... -35 lb/ft'

T ___ TEMPERATURE VAR/A TION. . ................... ±45°F

STRENGTH OF MATERIALS

Steel Design Criteria:

Design standard . ... ....... ..... . ..... .......... A/SC Manual of Steel Cons/ruction; Ninth Edition Structural steel Galvanized steel structural

Reinforced Concrete Design Criteria:

Design standard ..... ... .. Building Code Requirements for Reinforced Concrete /AC/ 318-85)

Existing concrete:

Design compressive strength .. ... ... ......... . ..... . .................... ... .... fc= 5,500 lb/1'n' Design yield strength of reinforcemen t ................... . ................ .fy = 40,000 lb/1'n'

New concrete:

Design compressive strength at 28 days ............... . . f~ = 4,000 lb/in' and 5,000 lb/in' Design yield strength of re,'nforcemen t . . . . ... . ............... . .......... .. .fy = 50,000 lb/ir'

Top of parapet, D. 890.50

Con levei int,:-<e

• El. ,-u 720.00

:11ll ,i1:1

TrashrocksllMI!

ALLOWABLE LOADS ON EXISTING FEATURES

Cantilevered sidewalk at El. 1078.25 ....... .... . .. ..... .. .. .................. ... . ........ . . .250 lb/ft' Top of trashrack structures at El. 1055.0'J . ... .... . ........... . ......................... . 175 lb/ft'

HOIST DATA

Rated Capacities:

Upper gate hoist .. ......... .. . .. ............ ..... ... .. . . ... . .. .......... .... . ........... 155,000 lbs.

Middle gate haisl .................... . .... ... .............. . ..... ... .. . . . ............... 151,000 lbs.

Pressure relief gate hoist . ....... .. .... .. .... . .............. .. . . ........ . ... .... .... . . 151,000 lbs.

Side gate hoist .. .. ..... .. ... .. ................ ........ .. ... ... .. ....... . . .. ...... . ... .. 155.000 lbs.

The temperature control device is C:esigned to support the hoist loads shown on drawing 214-D-2214g_

WATER SURFACE £LEVA T/ONS

Maximum water surface with surcr:~i'"ge .... _

Maximum operating water surface

Normal water surface

Minimum po wer pool storage

Top of dead pool

El. 1070.55

1067.00

1018.55

.......... El. 840.00

... .. .......... El. 737.75

't Shutter struc ture Na. I

111:

11rn

=}, 1071 .92

Bottom of b::-- er po.-els, El. g45.oc

£1. 900. 00

Bottom of clc::c:,'ng, fl 831.00 Top of claddi~r;;. El. 8CL.00

£ST/MA TED STRUCTURE WEIGHTS (KIPS)

STRUCTURE I STRUCT. STEEL \ CLADD/VG I TOTAL

-:_.SHUTTER NO.I -·-::- :- I :- :- :-·:-(14JO :\ :: :>- ·L .72'; 1 · ( 2155

RIGID FRAME I I 255 \ I C I I 255

SHUTTER I \ 1174 I I 72': I I 1895

:SHUTTER NO.J .· >>> 2£'; 1883

RIGID FRAM[ C 245

SHUTTER I I 1343 I I 2:i5 I I 1538 :::::::-:::SHUTTER N0.5 .:·: ::::: :I ·:::: :: ::: f 158g :J :r, :: :- :- . . 5L:i f :- : >: ··· f 2225 iq

RIGID FRAME 254 ::;

SHUTTER 1975 -

-:LOW LEVEL INTAKE NO.r' : : ·88J .:

RIGID FRAM[ I f 169 I I O I I 169

LOW LEVEL INTAKE I I 499 I f 2 : '; I I 714 tow LEVEL INTAKE No.J :- 1 :-:::-::.:.:J 6_5J :1 :> :: >I : · :· :-. 4c= I .· ':' I 11J8

RIGID FRAME I I 89 I I C I I 89

LOW LEVEL INTAKE I \ 554 I I Le'; I \ 1045

NOTES

Upstream/downstream loads that c::t in tne upstream

/away from dam/ direction are p,;sitive.

Cross-canyon loads that act towc•-:!s the right obutmer.:

ore positive.

Estimated weights are shown unless no/ea otherwise.

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CENTRAL VALL[Y PRO.£CT

SHASTA DIVISION - SH/\STA OAIJ - CALIFORNIA

SHASTA TEMPERA TUR£ CONTROL DEVICE

GENERAL STRUCTURAL DESIGN DA TA

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FOR INFORMATION ONLY

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