HomeMy WebLinkAboutR-4045126 5' CEMENT CONCRETE CURB &
F GUTTER, SEE DWG. NO. 3-002
1.0'
SAWCUT
LINE
t$
4" THICK CEMENT CONCRETE
7
NOTE: 1. SUBGRADE "m BE VERIFIED BY MATCH EXISTING CROSS—SECTION
GEOTECH 017 RECORD
2. FOR INFORMATION ONLY — SUBJECT TO
WSDOT APPROVAL.
SIDEWALK SECTION
NOT TO SCALE
EXPANSION JOINT
5"
0.02 FT./FT.
a \\
0.05 FT./Fr, 4
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d —
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CEMENT CONCRETE
4
• •d; SIDEWALK
A'a. .
.:A
1'-6"
*NOTE: TOP OF LIP AT DRIVEWAYS.
FOR INFORMATION ONLY - SUBJECT TO WSDOT APPROVAL
CEMENT CONCRETE CURB & GUTTER
NOT TO SCALE
� CURB
EXPANSION JOINT
10" 12" 13 1 /2" -
1 0.02 FT./FT-
10
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fs. . .4. A
0.02 FT./FT. 2 F- j ,p� • . ;
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A CEMENT CONCRETE
co .•,�,.:.� • Q.`_....�_ •.- .. • . - ,•• . °' SIDEWALK
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A
12"
2'.-0" — OPTIONAL FOR
INTEGRAL POUR
NOTES:
1. SEE SEC. 3.04 K.C.R.S. FOR JOINT REQUIREMENTS.
2. ROLL GUTTER TO MATCH POSITIVE SUPERELEVATION.
3. SEE DRAWING NO. 1-006 FOR CONFIGURATION OF
FILL & WALKWAY BEHIND CURB IF REQUIRED.
E ENT CONCRETE ROLLED OURS
NOTE:
SEE U.C.R.S. DWG. NO. 2-019 AND
2-020 FOR DETAILED ROLLED CURB
FRAME & GRATE INFORMATION.
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tormwater Thiv pond isinour care
Runoff is stored and slowly released from this
Storage
pond. This helps prevent downstream flooding
and erosion and helps improve water quality on
its way to Puget Sound. For more information
Pond or to report littering, vandalism and other
problems, call: Department of Natural Resources
Facilities Maintenance: (206) 296-8100
ti°
f N44
C u
Pond Name and Number
24"
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SPECIFICATIONS
SIZE: 48" BY 24"
MATERIAL: .125 GAUGE ALUMINUM
FACE: NON —REFLECTIVE VINYL OR 3 COATS OUTDOOR ENAMEL (SPRAYED).
LETTERING: SIX SCREEN ENAMEL WHERE POSSIBLE, OR VINYL LETTERS.
COLORS: BEIGE BACKGROUND, TEAL LETTERS.
TYPE FACE: HELVETICA CONDENSED. TITLE: 3"; SUB TITLE: 1 1/2' TEXT: 1"; OUTER BORDER: 1/8";
BORDER DISTANCE FROM EDGE: 1/4"; ALL TEXT 1 5/8" FROM BORDER.
POSTS: PRESSURE TREATED, BEVELED TOPS, 1 1/2" HIGHER THAN SIGN.
INSTALLATION: SECURE TO CHAIN LINK FENCE IF AVAILA iI_E. OTHERWISE INSTALL ON
ilN0 4" X 4" POSTS,
PRESSURE TREATED, MOUNTED ATOP GRA`EL BED, INSTALLED IN 2"-6"
CONCRETE FILLED POST
HOLES (8" MIN. DIA_). TOP OF SIGN NO HIGHER THAN 3'-6" FROM
SUP ACE OF GROUND.
PLACEMENT: FACE SIGN IN DIRECTION OF PRIMARY VISUAL OR PHYSICAL ACCESS.
PLACE AT LEAST 6' FROM
PERIMETER OF SITE.
DO NOT BLOCK ANY ACCESS ROAD. DO NOT PLACE WITHIN 6' OF STRUCTURAL FACILITIES, E.G,
MANHOLES, BIRD CAGES, ETC.
PERMANENT SURFACE WATER CONTROL
FOND SIGN
NOT TO SCALE
BACK EDGE OF EMERGENCY OVERFLOW
FRAME EVEN WS = 502.77
WITH BACK OF
CURB
I 15" x 22"" I,
OPENING
ROLLED CURB INLET
NOT TO SCALE
OVERFLOW WS = 502.42 -
to
3 MIN.
nFS1C9N WS = 501.75 ill
r`NCY OVERFLOW
;URFACE = 502.77
EL.=503.07
�_1 WATER SURFACE = 502.42
SEE NOTE BELOW
COMPACTED EMBANKMENT
NOTE: ROCK LINING AS FOLLOWS: MAXIMUM STONE SIZE = 12"
MEDIAN STONE SIZE = 8"
MINIMUM STONE SIZE = 2"
OVERFLOW SPILLWAY DETAIL
6"4
6"0 S.D.
VERIFY
WITH PLU
AND INVI
NOT TO SCALE
!✓� �l ll A 1--f
2.09�
ROCK LINING
SEE NOTE BELOW
OPOSED GRADE
6"0 S.D. TO SURFACE
LENGTH AS REQUIRED
6"0 45' ELBOW
6"o S.D.
LENGTH AS REQ'D.
END PLUG
NOTE: CLEANOUT MUST BE DETECTABLE BOTH ABOVE
AND BELOW FINISH GRADE
"0 (S.D.) CLEANOUT
NOT TO SCALE
RECYCLED PLASTIC
OR TIMBER 1
1 /8" MIN. THICKNESS GALVANIZED
STEEL OR ALUMINUM. INTERIOR
SIDE DIMENSIONS 1 /4" GREATER
THAN POST DIMENSIONS
— f— 1" CHAMFER 4 SIDES
8"XWX4'—O*
VARIES7
1/2" GALVANIZED EYE BOLT
W/WASHER AND NUT. RECESS
NUT AND PEEN BOLT THREADS. Q
\
I
500# MIN. TEST GALVANIZED
CHAIN ANCHORED IN CONCRETE REMOVABLE BOLLARD
4"
[_ :1
4" p����
[--:-I
_!. L6N
Y
%
„
NOTES:
3 0 MIN.
DRAIN PIPE
';
r
1.
RECYCLED PLASTIC BOLLARD SHALL BE WHITE. TIMBER SHALL BE
a . �,.:a, i;
/i<
DOUGLAS FIR, DENSE CONSTRUCTION GRADE, AND SHALL BE
PRESSURE TREATED WITH A WATERBORNE PRESERVATIVE ACA, CCA,
ACZA) IN ACCORDANCE WITH THE REQUIREMENTS OF SEC( 9-09.3
(4) OF THE WSDOT/APWA STANDARD SPECIFICATIONS. TOP 5" OF
TIMBER SHALL BE PAINTED WHITE.
ANCHOR WITH
2•
STEEL TUBE SHALL CONFORM TO ASTM A53 GRADE A.
24"
6" X 3/8"
3.
NUTS, BOLTS, & WASHERS SHALL CONFORM TO ASTM A307.
DIAM. STEEL
4.
ALL STEEL PARTS SHALL BE GALVANIZED.
REMOVABLE
BOLLARD
ROD
5.
CONCRETE SHALL BE CLASS 3000.
SECTION
A —A
6.
SEE SEC. 5.08.
7.
MIN. 50" SPACING ON TRAILS LESS THAN 10' WIDE. 60" SPACING
ON TRAILS 10' OR WIDER.
1
FRONT VIEW
REMOVABLE BOLLARDS
NOT TO SCALE
1'-4" 2'-7" MAX. MIN. 5'-0" CLEAR -WIDTH
NOTE:
SEE SEC. 5.04. KCRS.
INSTALLATION OF N.D.C.B.U.
INCLUDING CONSTRUCTION OF
BASE WILL BE DONE BY THE
U.S. POSTAL SERVICE.
PLANTING STRIP WIDTH
0 TO VARIABLE
ANCHOR BOLT P^,TTFRN
PER N.D.C.B.U. PEDESTAL
TEMPLATE.
SEE NOTE NO.2
NEIGHBORHOOD MAILBOX 16-UNIT
NOT TO SCALE
NOTE: SEE K.C.R.S. DWG NO. 5-010 REFLECTING CURB
DETAIL FOR. MAILBOX LOCATIONS
— — MOUNT ON PEDESTAL PROVIDED
WITH N.D.C.B.U. UNIT.
3/8" X FULL DEPTH
EXPANSION JOINT
SIDEWALK
> SEE NOTE NO.2
1— 6'
SIDE VIEW
PROPOSED SIDEWALK EASEMENT
1'
VARIES 2'-0" 10'-0"
r-- ---- -- ------
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MAILBOX UNIT I SIDEWALK
o
SIDEWALK I
ROLLED CURB ROLLED CURB
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DEV>�PME
Comments:
Compic{ion Date
ComplAio/n Date
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JOB NO.:
1166-001-005
DWG. -NAME.
DT-04
DESIGNED EjY: LGC
R-404512