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�. TYPICAL VERTICAL TRENCH - - — TYPICAL UNRpTI11CTED TRENCH i NOT
TYPICAL VERTICAL TRENCH TYPICAL UNRESTRICTED TRENCH
SEAL SAW CUT LNf -� •• � R[STOIIf AC PAVEMENT STRUCTURAL ZONE I. PAVEMENT RESTORATION SHALL QITEND TO
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GREATER "•TN A PATCH 3• MN OR 1' /_- CONTRACTOR CAUIED SURFACE DAMAGE OR
!EE NOTE I RESTORE UNPAVED SURFACES RESTORE AC/ PAVEMfNt STRUCTURAL 20Nf TO UMIT3 SHOWN WHICHEVER 1S OREATER.
TO ORIGINAL CONGTgN 6• / WITH CL •S AC PATCH 3• MIN OR I'
AC PAVEMENT GREATER THAN EXISTING.
STRUCTURAL ZONE - -- SEE SA CUT LINE
5 RESTORE - -,\ I I r
ST PAVEMENT
A PL ACO DITIOONN A B
!' CRUISED ROCK CLASS J r 2- 6' PUOET � � - I V� STRUCTURAL ZONE
POWER CONDUIT 2' PVC J
12' POLY 1M / - PIPE TRACER TAPE CONOIAT S' CRUSHED ROCK L
�� AB VE PUKED 12' TYPE 'A, CLASS J P{
-- ABOVE PIPE (TYP) PIT RUN 2 -6' PVC VARIES
12' (TYP) 12• / >,PUOET PON" 2• PVC TELEMENTRY
SILOPING �-
24' - 12• SIDq ALT 2- a PVC J CONDUIT
(�) I (TYP) (C(ONSTRUCTION CONDUIT -- 12• SLOPING LT
1S' I - _ 3DE)SLOPES TO PIPE TRACER TAPE CONSTRUCTION
BE DETERMINED - - 12' (TYP) / T� � (TYP) TO EL
k DM�M
-- ; BY CONTRACTOR POLY
TUBEE .GII
BE CON R CONTRACTOR
iof
•� BY CONTRACT011
SEDDNO -- - — gIBIpI
4 10E PENETRATION D D \ OF SHEETING — -- _ _ ' _ 4
AS REO D _ \ TYPE .D. \
PEA GRAVEL
EAEIiR VEL
\-- To 11 Y SHEETING S OR SHORING AS REOro 1/4 - --
TRENCH RITE K FOUNDATION
BEDDING - --
TYPICAL TCH SECnON TUBE FILL, IF REQUIRED AS
SECTION DIRECTED BY ENGINEER
SEC I IVI� ) FILTER FABRC TOE PENETRATION \ - - 1/4• TO 1 1/2'
OF SHEETING - -- — `�-- SHEETING OR - - TYPE K FOUNDATION
SCALE: NO SCALE VAR AS REOD SHORING FILL. IF REQUIRED AS 4' SO
3 --
AS REQ'D FILTER FABRIC - DIRECTED BY ENGINEER SEE DWO 010 \\ - --120' MANHOLE APWA TYPE 11
'
�- TYPICAL VERTICAL TRENCH - - - � -- TYPICAL UNRESTRICTED ICTED TRENCH ' TYPICAL TRENCH SECTION JOSAM FLOOR DRAM -- J -- 3
- - - -- 39962 SERIES OR EQUAL
SEAL SAW CUT LINE -- I .7GCTIVIW -
/— RESTORE AC PAVEMENT STRUCTURAL ZONE r SCALE: SECTION
SCALE AR r j
SEE ROTE I \ WITH CL •B' AC PATCH 3• MN OR i' SLEEVE -TYPE COUPLING - -- -
GREATER THAN EXISTING. -- RESTORE UNPAVED SURFACES J j r
AC PAVEMENT - TO ORIGINAL CONDITION (SEE CIO) I I )
STRUCTURAL ZONE.-
USE NON- SHRINK GROUT
AROUND 30' RIPE - —
V - 6' CRUSHED ROCK , - I
CLASS J 2* PVC TELEMETRY 1 CABLE J VANES
1 ]
I � � CONDUIT II PIPE ` t •:�
u - -SIDES ALT EFTS
r
8 TO BE�PLACED 2E tY SLOPNO
OZ tY ABOVE PIPE (TYP) , (�(STRUCTIOH CAST IN PLACE CONCRETE 3/4'
2 24'„ 1- SDE)SLOPES TO ADJJSTNG RING 1L4' 1 Y SSFHN SCREWS
(TYP) (TYP) Par I () BE DETERMINED ASPHALT - . 1. - 112. O.C. I i 2
C TUBE BY CONTRACTOR PAVEMENi,' Li._1_y_4• 53'%63'X1/2• CHECKER I \
f• I - --- --- - - ., -- -- R- r I f cif •1/4_ PLATE ALUM. - _ `
Ij '\
bit \
"( f ��'• •,:!°.S• :: +Tt. • . ; ; . , . - r.-. -- —_ I \ LOCATION OF LIFTING
+ - ` t - �'`-• \ HOLES (TYP 4)
} • I " ff -' S CE :.• 1 JI16• �• �I - LOCATION OF BOLTED COVER
� t I If • -... n
� .:� CLOSED K�LI -- � I � ' •
EXPANDED NEOPRENE �� :-3/16' _I I PLATE IN TOP
n J GASKET
SEE LOCATION FOR LIFlNG HOLES
CD � 30' ° � ... ..- - --..'- � ,' '' /� , 4•x1/2'9)f0' SPACING I II I� � PLAN NEW (TYP 4) SEE oEr A /G13
ALUM STIFFENER BARS I+i:
L3'X2'Xt /4' MIN i METER MANHOLE
3. — FACE TO FACE 's{I2,' / ) DETAIL 9
_ _. -- �. _ . - •:' t - • ZPE171Ad 1 SHALL BE FURNISHED BY n1E SCALE NO SCALE G10
BEDDING
CONTRACTOR (4 EA.)
- � � I ' ' ",
1
�FILL. TOE PENETRRATION YPE K FOUNDATION Of SHEETING - SHEETING OR SHORING AS REOb AS REOO — D CTED BY ENGINEER � Rt DOWELS D 24' �- - — - y
TYPICAL TRENCH SECTION SPACING HY LONG BOLTED COVER PLATE AND SUPPORT SLAB AVER
SECTION 2 '
FILTER FABRK:
DETAIL A
SCALE: NO SCALE VAR SCALE NO SCALE C3
130111
e, TW,I,11I,,IF L OmmarAO »�� tmpa
• r..rv., • ,,, „ w. �M/ypW Yllafel : e} W La BnLWL FEB 1993
Brown and Caldwell
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EIGS 494 Consultants :r y�rl r, rx�+ "' CAL TEAM Mvo BOEING CIOIAEJt COOLING WATER SUPPLY SYSTEM 6956C013.DNC
AS -SULT • un n.va . rvi rrr,.rurnu
�uwro,aer •,,.wo >. ,+
0 As BUILT tMe a 93 C1Ue, Washington AS NOTED OF RENTON J. WARBURTON PIPELINE DETAILS
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DEPARTMENT OF PUBLIC WORKS W/M 15-93
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