HomeMy WebLinkAboutTED4002165.12SECTION 18, TWP 23 N, RGE a E, W.M.
R/W-
EXISTING GROUND
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1 /2"X4" EXPANSION MATERIAL
1/4"R AT JOINTS
P
1 /2"X4" EXPANSION
CEMENT CONCRETE
CURB AND GUTTER
MATERIAL.. 1 /4 R
AT JOINTS
SCORE LINES TO BE RADfAI_
TO CURB AND GUTTER
W
GENERAL NOTES
+ W
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1 /2 X4 EXPANSION MATERIAL
JOINTS: DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15' C/C: NOR LESS THAN 10' C/C. THEY SHALL
1 /4"R AT JOINTS
NOT BE LESS THAN 3/16" IN THICKNESS AND SHALL BE EXTENDED 2_" BELOW THE GUTTER LINE.
_
SCORE LINE
1 /2" THRU JOINTS SHALL BE PLACED AT ALL COLD JOINTS AS DIRECTED BY ENGINEER AND SHALL
B EXTEND 1" BELOW CONCRETE.
"W"—WIDTH OF SIDEWALK
WHERE: THE SIDEWALK IS TO BE PLACED AGAINST THE CURB AND GUTTER, THE JOINT SHALL BE: A COLD JOINT.
1. Use 4" to 8" quarr�r spalls or crushed rock for surfacing as shown.
1 /2"X 5" EXPANSION MATERIAL SHALL BE PLACED FROM P.C.'S TO P.T.'S AT ALL CURB RETURNS. 1 /2"X4"
EXPANSION MATERIAL SHALL BE PLACED AT EVERY THIRD SIDEWALK PANEL. THE CONCRETE MIX FOR SIDEWALKS
Material with "fines' is not acceptable.
SHALL_ CONFORM TO THE REQUIREMENTS OF CLASS B (3/4") WITH AIR ENTRAINMENT.
2. The 100' minimum length shall be lengthened as necessary to insure
THE CONCRETE SHALL HAVE A BROOM FINISH WITH ALL. EDGES HAVING A 2 1/2" TOOLED FINISH.
material is not tracked into the public right—of—way.
SUBGRADE COMPACTION SHALL BE 90% (MODIFIED PROCTOR).
R = 25' MIN.
DATE REVISION BY APPR'D
TEMPORARY CONSTRUCTION ENTRANCE
ADOPTED
CITY OF RENTON
Standard plans
L3T DATE:12/15/91
DWG. NAME: BR23 SP PAGE: B068
1 /4"/FT. SLOPE
1/2"X5" EXPANSION MATERIAL 1/4"/FT. SLOPE
1 /2"R- CURB RETURN ONLY 1 /2"R 1 /2"R
i PAVEMENT AS PER PLANS
4" 1' PAVEMENT AS PER PLANS '
STD. CEMENT CONCRETE PARKWAY STD. CEMENT CONCRETE
CURB AND GUTTER CURB AND GUTTER
SECTION A -A SECTION B--B
SEE SHEET 2.5.1 FOR ROADWAY DEVELOPMENT STANDARDS TYPICAL SIDEWALK DETAIL_
DATE REVISION BY APPR'D
ADOPTED
C1TY OF RENTON
Standard plena
1ST DATE: 7/89
DWG. NAME: FR-02 SP PAGE: F007
* OR 1.0' BEYOND EDGE OF DAMAGED PAVEMENT
EXISTING ASPHALT 1.0'* NEW CURB
PAVEMENT MIN. & GUTTE_R
FILTER FABRIC MATERIAL 60" WIDE ROLLS. SAWCUT.
-USE STAPLES OR WIRE RINGS TO ATTATCH
FABRIC TO WIRE. -
_ 2"x2" 14 GA. WIRE ; NOTE:
FABRIC OR EQUIV. Purpose °' --_ - MUST MATCH EXISTING THICKNESS
To retain sediment from very small disturbed IF GREATER.
- -- areas by construction of a temporary barrier ARTERIAL_ STREET MIN.
0 made from residue materials available from 3;; CLASS "B" A.C.
N II ti �I clearing and grubbing the site. 4„ A.T.B.
0 Conditions Where Practice Applies 6 CRUSHF_D ROCK
- � � r BOTTOM OF FABRIC
��-BURY------------���� MATERIAL IN 8"x12" TRENCH Below disturbed areas subject to sheet and rill RESIDENTIAL STREET MIN
I erosion, where enough residue material is "-
N --�-- 6' MAX -- �F available for construction of such a barrier. 4" CLASS ROCK
u u Note that this does not replace the need for 6" CRUSHED
B" A.C.
a sediment trap or pond.
Design Criteria/Specifications
FILTER FABRIC MATERIAL_ 6" o See Figure 5.4.4G for detail.
o Minimum height = 3 feet,
» maximum height == 5 feet. CURB & GUTTER REPLACEMENT DETAIL \'AFRFFr
2 x2 BY 14 GA. WIRE - _WA 9
FABRIC OF EQUIV. o Minlrpum width - 5 ffe t t Its base, a
0 maximum width = 15 ?ete?. �
` I o A filter fence anchored over the ADOPTED ,' �o
CITY OF RENTON Z
PROVIDE 3 4" - 1.5" - j' brush berm may be required by ♦ ♦ Standard plans
/ BALE) to enhance the filtration IST DATE:12/15/9, �
WASHED GRAVEL BACKFILL LO ability of the barrier. 4w
IN TRENCH & ON BOTH SIDES DATE REVISION BY APPR'D DWG. NAME: FRoS SP PAGE: Foos ',j,`�,,�
OF FILTER FENCE FABRIC ON -
- 8 MIN. to•4.14
THE SURFACE FILTER FABRIC FENCE DETAIL _
5<<:
2"x4" WOOD POST
PTED
ALT: STEEL FENCE POSTS CITYOFRENTON
: .
Standard plena CITY OF RENTON
♦
BRUSH BARRIER 1ST DATE: 12/15/91 Leonard, Boudino$ & Skod'e Inc.
.: .
DEPARTMENT OF PUBLIC WORKS
PROFESSIONAL ENGINEERS & LAND SURVEYORS
NO SCALE &Tff� REVISION BY APPR'D DWG. NAME: BR21 SP PAGE: B066 Q Q FRED MEYER
603 South First Street; P.O. Box 1228
ss - Mount Vernon, WA 98273 TF�RENTON CENTER
Tel: 206-336-5751 Fax. 20-336-3981
DETAILS
DESIGNED: DATE: 8/8/94 FILE NAME: 94058
2 PER CITY/ARCHITECT COMMENTS DEL HAF 8/12/94 DRAWN: SBK --
1 REVISIONS PER CITY COMMENTS DEL HAF 7 /14• 94
CHECKED: HAF SCALE: AS NOTED RELD BOOK: PAGE:
NO. REVISION BY APPR. DATE APPROVED: I SHEETIC-24OF:3(o
��• �� �� ��� rMECTOR OF PUDUO WORKS