HomeMy WebLinkAboutT-325803O
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LANE LINE PORTION OF THE SE 1/4, SE 1/4 SEC. 19, TWP. 23N, RGE, BE, W.M.
MARKING 7,_8.
STANDARD VEHICLE WHEEL PATH
> 1
-� 3
MIN.
MIN.
2" CLASS "B"
2" SAWCUT AND REMOVE
OR GRIND, SEAL
WITH AR4000W
* MINIMUM ACP CLASS 'E' SHALL BE:
PRINCIPAL /MINOR /COLLECTOR ARTERIAL STREETS
do INDUSTRIAL ACCESS STREETS - 6" ACP CLASS 'E' OR 'B'
RESIDENTIAL ACCESS STREETS - 2" ACP CLASS To OR 'B'
** NOTE: UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMENT
SECTION MAY BE DESIGNED USING AN APPROVED METHOD FOR
DETERMINING PAVEMENT THICKNESS.
4
4.5'
MIN.
i
MIN.
"3 ' -
MIN.
- ACP CLASS
MIN. 'E' OR 'B'*
6" CRUSHED SURFACING
TOP COURSE
LANE WIDTH OVERLAY
EDGE OF PAVEMENT,
EDGE OF CURB & GUTTER,
OR CENTER OF LANE LINE
CRUSHED ROCK, FLOWABLE FILL
OR AS REQUIRED BY ENGINEER
LANE WIDTH OVERLAY
FOR FLEXIBLE PAVEMENT ONLY
ADOPTED
/ C1TY OF RIMN
VrAMARD PLANE
KAT DATE 12/98
DWG. NAME: HR -05 SP PAGE: H032
(FOR FLEXIBLE PAVEMENT ONLY)
Sued as required
z "N.Ps
/SLIPFITTER
4 V2"0.1).
WALL BRACKET
S9 R. ALUM. Al LOY 6063-76
I 1/2' B NC LOCK60LT
Z- GR. le- S S.S.
`FLUSH JOINT
4 1/2- 0.0
TAPFRFD ALUM, POLE
Iea WALL ALLOY 6063- T6
SATIN GROUND FINISH
23'3'
SHAFT
30'O-
11- TO 12"
DOLT CIRCLE
in O
O O
In
01
(4) 1" BNC GALV. STL
!j 4 1/2 OF BOLT
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cc
4c
ZJ
PAD
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4-R 6` G
�QJ�
�0
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J
ui
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000
1 6_
BASE FLANGE. ALLOY
} _A41
r !-SS6 -T6 WITH •OLT
� !!
COVERS S S.S.SCREWS
—4#bgi-
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LANE LINE PORTION OF THE SE 1/4, SE 1/4 SEC. 19, TWP. 23N, RGE, BE, W.M.
MARKING 7,_8.
STANDARD VEHICLE WHEEL PATH
> 1
-� 3
MIN.
MIN.
2" CLASS "B"
2" SAWCUT AND REMOVE
OR GRIND, SEAL
WITH AR4000W
* MINIMUM ACP CLASS 'E' SHALL BE:
PRINCIPAL /MINOR /COLLECTOR ARTERIAL STREETS
do INDUSTRIAL ACCESS STREETS - 6" ACP CLASS 'E' OR 'B'
RESIDENTIAL ACCESS STREETS - 2" ACP CLASS To OR 'B'
** NOTE: UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMENT
SECTION MAY BE DESIGNED USING AN APPROVED METHOD FOR
DETERMINING PAVEMENT THICKNESS.
4
4.5'
MIN.
i
MIN.
"3 ' -
MIN.
- ACP CLASS
MIN. 'E' OR 'B'*
6" CRUSHED SURFACING
TOP COURSE
LANE WIDTH OVERLAY
EDGE OF PAVEMENT,
EDGE OF CURB & GUTTER,
OR CENTER OF LANE LINE
CRUSHED ROCK, FLOWABLE FILL
OR AS REQUIRED BY ENGINEER
LANE WIDTH OVERLAY
FOR FLEXIBLE PAVEMENT ONLY
ADOPTED
/ C1TY OF RIMN
VrAMARD PLANE
KAT DATE 12/98
DWG. NAME: HR -05 SP PAGE: H032
(FOR FLEXIBLE PAVEMENT ONLY)
Sued as required
z "N.Ps
/SLIPFITTER
4 V2"0.1).
WALL BRACKET
S9 R. ALUM. Al LOY 6063-76
I 1/2' B NC LOCK60LT
Z- GR. le- S S.S.
`FLUSH JOINT
4 1/2- 0.0
TAPFRFD ALUM, POLE
Iea WALL ALLOY 6063- T6
SATIN GROUND FINISH
23'3'
SHAFT
30'O-
r
o:
o
a
.e
A
0
STANDARD 30' DAVIT POLE
PROVIDE MAINTENANCE ACCESS BY WELDING (4)
0 00 CROSS BARS TO (4) VERTICAL BARS AS SHOWN.
o HINGE UPPER ENDS W /FLANGES /BOLTS AND
F• PROVIDE LOCKING MECHANISM (W /PADLOCK) ON
0409 gg LOWER END. LOCATE LADDER STEPS DIRECTLY BELOW
00 o< In
3/4 "0 SMOOTH BARS
d u h EQUALLY SPACED -
(4" O.C. MAX.)
A
PLAN VIEW
N.T.S.
LOWER STREEL BAND
3/4" THICK x 4" WIDE
FORMED TO FIT IN 24"
GROOVE OF CB RISER
NOTE E1) I
•
e
TYPE z ce SECTION 11 -A
N.T.S.
ROLL200
Owl) 1�
L\
aSU�w 17V AC412V4 aPvS4&0
PLAN.. --•- � '•
G"
810M CA O C.
I
co Ac)
1 SEGTiLX/ COX a%4 ,y4 w
NOTE:
1. STANDARD MONUMENT CASE AND COVER WASHINGTON STATE DEPARTMENT OF HIGHWAYS
1976.
2. THE CASTINGS SMALL BE GRAY -IRON CASTINGS, ASTN DESIGNATION A -48. CLASS 40.
THE COVER AND SEAT SHALL BE MACHINED SO AS TO HAVE PERFECT CONTACT
AROUND THE ENTIRE CIRCUMFERENCE AND FULL WIDTH OF BEARING SURFACE.
3. WHEN THE MONUMENT CASE AND COVER ARE PLACED IN CONCRETE PAVEMENT, A CEMENT
CONCRETE BASE WILL NOT SE NECESSARY.
4. SEE CITY OF RENTON SUPPLEMENTAL SPECIFICATION SECTION 7- 05.3(1) FOR
ADJUSTMENTS TO GRACE.
1
3/4" THICK x 4" WIDE
LONG SMOOTH BARS WELDED
TO UPPER do LOWER BANDS
(24 BARS EVENLY SPACED,
SEE NOTE 1.)
HOOK CLAMPS (4)
PLACE EVENLY SPACED,
SEE 'HOOK CLAMP' DETAIL
I&AUMMA Cary A Cover
ADOPTED
CITY OF RLYMN
CrANDAM FLAW
UM DATS: i -P."e
T1T11A \t A sID. Tl10 AA nn n • nr■ •inn,
MONUMENT CASE S COVER
SEE NOTE 1
A
SMOOT
VERTICI
BARS
UPPER STEEL BAND
3/4" x 4" WIDE
3/4" THICK x 4" WIDE
LONG SMOOTH BARS WELDED
TO UPPER do LOWER BANDS
(24 BARS EVENLY SPACED,
SEE NOTE 1.)
STANDARD
GALVANIZED
SETPS (TYP.)
d
1 TRASH RACK
• .r
ETAIL
006
HI
AI
CI
CB RISER
HOOK CLAMP DETAIL
N.T.S.
r- 325803
NOT&S:
1. DIMENSIONS ARE FOR INSTALLATION ON 54" DIA. CB FOR DIFFERENT
DIA CB'S ADJUST DIMENSIONS TO MAINTAIN 45' ANGLE ON VERTICAL
BARS AND 4" O.C. MAX SPACING OF BARS AROUND LOWER STEEL
BAND. WHEN VERTICAL BAR SPACING EXCEEDS 4" O.C., ADD
CONCENTRIC HORIZONTAL RINGS, SPACED 4" O.C. TO THE STRUCTURE.
2. METAL PARTS: CORROSION RESISTANT, STEEL PARTS GALVANIZED.
3. THIS DEBRIS BARRIER IS ALSO RECOMMENDED FOR USE ON THE INLET
TO ROADWAY CROSS- CULVERT WTH HIGH POTENTIAL FOR DEBRIS
COLLECTION. (EXCEPT ON TYPE 2 STREAMS)
cD: �3z3�o3
I
11- TO 12"
DOLT CIRCLE
in O
O O
In
01
(4) 1" BNC GALV. STL
!j 4 1/2 OF BOLT
ANCHOR BOLTS WITH
ABOVE FINISHED
NUTS AND WASHERS GRADE.
CONC*t It
9'O. D.—
1.51 HANDHOLE
PAD
N
N
4-R 6` G
W /COYf rR R AND
`
WOUNO LUG
/11"-$.S. SCREWS
000
1 6_
BASE FLANGE. ALLOY
} _A41
r !-SS6 -T6 WITH •OLT
� !!
COVERS S S.S.SCREWS
—4#bgi-
r
o:
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a
.e
A
0
STANDARD 30' DAVIT POLE
PROVIDE MAINTENANCE ACCESS BY WELDING (4)
0 00 CROSS BARS TO (4) VERTICAL BARS AS SHOWN.
o HINGE UPPER ENDS W /FLANGES /BOLTS AND
F• PROVIDE LOCKING MECHANISM (W /PADLOCK) ON
0409 gg LOWER END. LOCATE LADDER STEPS DIRECTLY BELOW
00 o< In
3/4 "0 SMOOTH BARS
d u h EQUALLY SPACED -
(4" O.C. MAX.)
A
PLAN VIEW
N.T.S.
LOWER STREEL BAND
3/4" THICK x 4" WIDE
FORMED TO FIT IN 24"
GROOVE OF CB RISER
NOTE E1) I
•
e
TYPE z ce SECTION 11 -A
N.T.S.
ROLL200
Owl) 1�
L\
aSU�w 17V AC412V4 aPvS4&0
PLAN.. --•- � '•
G"
810M CA O C.
I
co Ac)
1 SEGTiLX/ COX a%4 ,y4 w
NOTE:
1. STANDARD MONUMENT CASE AND COVER WASHINGTON STATE DEPARTMENT OF HIGHWAYS
1976.
2. THE CASTINGS SMALL BE GRAY -IRON CASTINGS, ASTN DESIGNATION A -48. CLASS 40.
THE COVER AND SEAT SHALL BE MACHINED SO AS TO HAVE PERFECT CONTACT
AROUND THE ENTIRE CIRCUMFERENCE AND FULL WIDTH OF BEARING SURFACE.
3. WHEN THE MONUMENT CASE AND COVER ARE PLACED IN CONCRETE PAVEMENT, A CEMENT
CONCRETE BASE WILL NOT SE NECESSARY.
4. SEE CITY OF RENTON SUPPLEMENTAL SPECIFICATION SECTION 7- 05.3(1) FOR
ADJUSTMENTS TO GRACE.
1
3/4" THICK x 4" WIDE
LONG SMOOTH BARS WELDED
TO UPPER do LOWER BANDS
(24 BARS EVENLY SPACED,
SEE NOTE 1.)
HOOK CLAMPS (4)
PLACE EVENLY SPACED,
SEE 'HOOK CLAMP' DETAIL
I&AUMMA Cary A Cover
ADOPTED
CITY OF RLYMN
CrANDAM FLAW
UM DATS: i -P."e
T1T11A \t A sID. Tl10 AA nn n • nr■ •inn,
MONUMENT CASE S COVER
SEE NOTE 1
A
SMOOT
VERTICI
BARS
UPPER STEEL BAND
3/4" x 4" WIDE
3/4" THICK x 4" WIDE
LONG SMOOTH BARS WELDED
TO UPPER do LOWER BANDS
(24 BARS EVENLY SPACED,
SEE NOTE 1.)
STANDARD
GALVANIZED
SETPS (TYP.)
d
1 TRASH RACK
• .r
ETAIL
006
HI
AI
CI
CB RISER
HOOK CLAMP DETAIL
N.T.S.
r- 325803
NOT&S:
1. DIMENSIONS ARE FOR INSTALLATION ON 54" DIA. CB FOR DIFFERENT
DIA CB'S ADJUST DIMENSIONS TO MAINTAIN 45' ANGLE ON VERTICAL
BARS AND 4" O.C. MAX SPACING OF BARS AROUND LOWER STEEL
BAND. WHEN VERTICAL BAR SPACING EXCEEDS 4" O.C., ADD
CONCENTRIC HORIZONTAL RINGS, SPACED 4" O.C. TO THE STRUCTURE.
2. METAL PARTS: CORROSION RESISTANT, STEEL PARTS GALVANIZED.
3. THIS DEBRIS BARRIER IS ALSO RECOMMENDED FOR USE ON THE INLET
TO ROADWAY CROSS- CULVERT WTH HIGH POTENTIAL FOR DEBRIS
COLLECTION. (EXCEPT ON TYPE 2 STREAMS)
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SHEET 18
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