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C-19243 13/115 KV FOUNDATION LOCATION PLAN
5 SPANS=50'-0" 7 SPANS = 63'-0" �. C-19244 CAPACITOR BANK FOUNDATION PLAN r
C-19245 FOUNDATION DETAILS
—� C-19246 MISCELLANEOUS STEEL DETAILSto
5
4,3'-2" 12'-7" 100'-5 ' —68.-10.. C-19250 CABLE VAULT PLAN AND DETAIL
C-19251 CABLE VAULT STEEL DETAILS
C-19252 VENT AND PIPE FLAN 8 CURB AND PIPE PROFILES }
j 5'-9 C-19253 DRIVEWAY PLAN AND MISCELLANEOUS DETAILS {
\ i ! C-19248 RETAINING WALL
EXISTING PUMP \� � ��C 1! C-19249 EXCAVATION PLAN
BUILDING
C-19522 LANDSCAPE PLAN
-- � C-25543 SLAB FOUNDATION DETAILS
C6 OF TIGARD
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Conditionally
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A 15 /1z /,r7 ADDED 1997 CONSTRUC-1ON 13va TWJ
I / 1 10/05/90 REVISED PER U. S.A. JGRG JW L WELI
REV. DATE DESCRIPTION BY I CHR. I SUPII ENGR. APPC.
REVISIONS
POO{I LAND GENERAL ELECTRIC CO .
PORTLAND, OREGON !
PLAN VIEW _ _ BVB DURHAM SUBSTATION
r� A JOINT VENTURE BEirEENSCALE t; I"AGO hLACK 3 VEATCH CONSTRUCTION. 'NC . ` [.
N AND BRINK ELELTRIC CONSTRUCTION LD. {' E• NC E- A N D FOUNDATION
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DESIGNER DRAWN BY GRG/AJR —
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DRAWING N0. REV.
OESIGN ENGR. AJR -_
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REDRAWN ON CAD C�1 ` �,( DESIGN SUM - - 1 9242
ENG-R. MANAGER A
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JOB N0. 17815 SHEET I OF 1
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DISTRIBUTION CODE: 0-GF RIJN DATE: 0506/91 TIME: am
FILE NAME: C19242AI.dgn PI-OT SCALF:
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HAMMER- ..�
CAPTUL 1 . ALL CONCRETE SHALL HAVE A MINIMUM STRENGTH OF 3001Dpsi AT 28 GAYS
ANCHOR BOL 1KITH 5% ENTRAINED AIR.
2. ALL F'EINFORCING STEEL SHALL BE DEFORMED INTERMEDIATE GRADE NEN
BILLcT STEEL CONFORMING TO ikSTM A615 GRADE 60.
f- --
� r ---" -----•------- - - - - - - 3. BEVEL ALL EXPOSED PROJECTINGCOGF CONCRETE WORK11;' x3;'
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— - - _ v� YARD SURFACING.
TO SWGR ENCLOSURE T ' I I I
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` I � ''� ' _- 4. MINIMUM REINFORCING COVER SHALL BE AS FOLLOWS, UNLESS NOTED OTHERWISE:
� - '*' `*�'- _��*' ,�+'�� - CONCRETE CAST AGAINST EARTH. . . . . . . . . . . . . . . . . . . . . . . . 3"
FOR DIRECTION ) i r- I -6" RGS
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5. SEE CONCRETE SPECIFICATIONS FOR DETAILED CONCRETE REQUIREMENTS.
( 4 >1 " DIA. x81 4" 3' -0" ! 3' -0"'
12 ) 3/4 " DIA. x6" 8' -�" -- 'I' —moi' -"—"1 6. ALL EMBEDDED STEEI- AND ANCiCR BOLTS SHALL CONFORM TO ASTM A36
HAMMER-CAPSULE I ;! ! *I L� UNLESS NOTED. AND SHALL BE HOT DIP GALVANIZED 1N ACCORDANCE WITH
ADHESIVE ANCHOR HA M R-CAPSULE M Al 3 AFTER FABRICATION.
1 - ADHESIVE ANCHOR I _ v
BOLT ( TYP 2 PLACES ) 1 1 c 1 :�JLT ( TYP 4 PLACES ) If-_0 0„ 3' --0" 1 ' -0" z o
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SCALE:'/Z" = i '-0" ( 1 .48 CUBIC YARDS EACH)
SCALE: 1,2" = 1 ' -0"
(3 REQUIRED)
( 1 . 11 CUBIC YARDS EACH ) CUBIC YARDS EACH(9.24
( 1 REQUIRED ) ( 1 REQUIRED)
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CONCRETE NOTE :
13 �-' I, 3 SIDES HOT DIP GALVANIZE IN ACCORDANCE WITH
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FORCONSTRUCTION
---�� DETAIL_ 1
DETAIL 2
0 0 PT STRUCTURE FQUND � T I ON SCALE: 3" _ -i1 SC AL 3" = 1 ' -0 ' B 5 /it/9711SSUED FOR CONSTRU' T1C�N 9VB Tw+J
SCALE: 1 " = 1 ' -0" 12 REQUIRED _
6 1 .5 CUBIC 'TAROS EA. 1 A 04/24/97 ISSUED FOR 907 REVIEW Bvp
(2 REQUIRED ) �' REV. DATE DESCRIPTION BY CHK. SUPv. ENrJ,. APPO.
�� #6 @ 12" E.W. REVISIONS
COMPACTED CRUSHED ROCK � PORTLAND GENERAL ELECTRIC CO .
I
SEE NOTE 8 PORTLAND. OREGON
BVB
DURHAM SUBSTATION
A JOINT VEVtURE BETWEENILAC
NCB vc LEC LIC CONSTRUCTION
RUCT INC..
SLAB FOUNDATION DETAILS
ANC BRINK ELECTRIC CONSTRUCTIDN CO.
851h Ave, 18580
S BUP97.00258
1 1 5 / 1 5KV XFMR FOUNDATION �C 15
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APPROVALS SCALE AS SHOWN 1
SCAI_E: 1,2' = 1 -0' _—.
BVB/TW..' DRAWN dr BVB/ `
( 1 0.67( 1 REQUIREDS EACH ) \��� CNECICEDRBr BVD/(�)�� DATE 10-02-1996 I
TRT J. TNPa DESIdN ENG'R. BVB- B" DRAWING "0. RE v.
DES IGN SUPV. C -25543
ENC'R. MANAGER — B
JOB ND. 17815 SHEET I OF 1 U
DISTRIBUTION COUE: D-FSD RUN DATE: C4/20/97 TIME: om
FILE NAME: C25543AO.OQn PLOT SCALE,:
NOTICE: IF THE PRINT OR TYPE ON ANY 1 1 1 III III III III I l III I I III III III 1 1 1 1 1 1 III IhI I I I III III I lI I I I III 1 11 1 1 1 1 III III III I�I III III III III I I I I I I I III I�I I I I III III III III 1 I I 1 I I Jill III I I 1 1 I 1 I 1 _
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