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43. 50'
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# 4 BAR
(TYP OF 2 )
SEE NOTE 2
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0. 50'
SECTION A - A
TYPICAL CROSS SECTION
BILL OF MATERIALS
LINE QUANITY UNIT DESCRIPTION PUGET POWER COMMENTS
STANDARD CODE
1 4.2 CY CONCRETE 3112.0343
2 300 LBS REINFORCING STEEL (INCL LAPS) 3112.0335 96051 ASTM A615
20' LENGTHS
3
THE
WORK SHOWN ON
THIS
DRAWING
SHALL
BE
IN ACCORDANCE
WITH
THE FOLLOWING:
PUGET
POWER
STANDARDS
3112.0343
CONCRETE,
STRUCTURAL
3114.0343
CONCRETE,
INSTALLATION
3112.0335
REINFORCING STEEL DEFORMED BARS
3114.0335
REINFORCING STEEL DEFORMED BAR INSTALLATION
I. SEE STATION FOUNDATION PLAN, D-5176, FOR LOCATION, ORIENTATION
AND ELEVATION.
2. REINFORCING SHALL BE CONTINUOUS THE FULL LENGTH OF THE CURB.
MINIMUM LAP BETWEEN INDIVIDUAL BARS SHALL BE 18'.
reduced drawing •_ do not scale
RECOMMENDED ORIGINAL MUST BE CHANGED
FOR APPROVAL I ON GRAPHICS SYSTEM ONLY
BY DATE REVISION DESCRIPTION* WO NO, 8704787
FINAL CHECK SPCC CURB PLAN
.M
APPROVAL
Ve
tisBY DATE .
�y APPROVAL DATE(MD Y)
VICTORIA PARK SUBSTATION
DRAWN BY T.ATKINS JAN/ 15 / 88
lo
BY DACE 9�-?/-rY CARD/DRAFTT8YDRAWING NO REV N,
� ENGINEERING
DESIGNER _ ` -: ��..�_ �// DEPARTMENT � 5 1 8 3
SHEET F �y�Ffs/ CIVIL �`!,r.�� //4�
- O
0��"� SCALES I' =6FT CLASSY GENERAL MICROFILMEDs FILE NO
LOG OUT CADD N0v C 200, 1027 SUBS V I CSPCC. DET D- 125
4 3 2
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