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NOTES
1. WHEN A DRIVEWAY WIDTH EXCEEDS 15 FEET, CONSTRUCT A FULL DEPTH
EXPANSION JOINT WITH 3/8" JOINT FILLER ALONG THE DRIVEWAY LANE
LINES (SEE CITY OF RENTON STD. PLAN 102). CONSTRUCT EXPANSION
JOINTS PARALLEL WITH THE CENTERLINE AS REQUIRED AT 15' MAXIMUM
SPACING WHEN DRIVEWAY WIDTHS EXCEED 30'.
2. SEE CITY OF RENTON STD. PLAN 102 FOR SIDEWALK DETAILS.
3. CURB AND GUTTER SHOWN, SEE DEPRESSED CURB DETAIL ON THIS
SHEET.
4. NOT USED.
5. THE ENGINEER WILL DESIGN ALL DRIVEWAYS TO INCLUDE ELEVATIONS AT
ALL POINTS MARKED WITH SYMBOL "X". ALL ELEVATIONS ARE AT THE
BACK OF CURB TOP ON UPHILL SIDE.
6. NOT USED.
7. FOR DRIVEWAY WIDTHS SEE DRIVEWAY STANDARDS (SEE NOTE 10). THE
EXPANSION JOINTS (SEE CITY OF RENTON STD. PLAN 102) SHALL BE
SPACED AS SHOWN IN THE CORRESPONDING LSORNETR1 C VIEW.
8. SLOPES SHALL COMPLY WITH SECTIONS R303.2.1 OR R303.2.2 OR
R303.2.3 OF THE REVISED DRAFT GUIDELINES FOR ACCESSIBLE PUBLIC
RIGHTS —OF —WAY OF NOVEMBER 23, 2005 (PROWAG).
9. CURB RETURNS FOR ANY TYPE C-MAX DRIVEWAY MAY BE APPROVED ON
A CASE —BY —CASE BASIS.
10. STREET STANDARDS= RENTON MUNICIPAL CODE (RMC)
TITLE IV DEVELOPMENT REGULATIONS
CHAPTER 6 STREET AND UTILITY STANDARDS
SECTION 4-6-060 STREET STANDARDS
DRIVEWAY STANDARDS= RENTON MUNICIPAL CODE (RMC)
TITLE IV DEVELOPMENT REGULATIONS
CHAPTER4
CITY—WIDE PROPERTY DEVELOPMENT STANDARDS
SECTION 4-4-080 PARKING, LOADING AND DRIVEWAY REGULATIONS
_ 6'MIN.
(SEE NOTES 8)
10 LF OF PAVED
DRIVEWAY REQUIRED
3/81"EXPANStaN JOINT(I'llP,)
(SEE CITY OF RENTON STD. PLAN 102)
RAMP Wi' H 12HAV
SiGPE (TYP.)
10% DIFFERENCE IN SLOPE MAX. -
DRIVEWAYWI RELATIVE
NEGATIVE SLOPE (SLOP E
SHOWN EXAGGERATED)
CEMENT CONCRETE DRIVEWAY -TYPE A
NTS
4
BID ITEM (INCLUDES SIDEWALK RAMPS
VARIES ISEE NOTE
CONSTRUCTION JOINT
SEE NOTE 1
3/8" CONTRACTION JOINT_
(TYP.) (SEE CITY OF RENTON
STD. PLAN 102)
PLAN VIEW
i— &"Mlii.
CEMENT CONCRETE
SIOEWAIK
r
VARIES
E t-4 —677 1 t�
... l
L_ 6"MIN/.
SFfTinm ■ ■
6'MIN.
(SEE NOTE 8)
CESA�fT
CONCRETE
51DEWALK
CEMENT CONCRETE
CURB&GUTTER
(SEE NOTE 3)
L- r MIN.
318" EXPANSION JOINT
(TYP_) (SEE STD_ CITY OF
"% MAX. SEE NOTE 8 (TYPj
DEPRESSED CURB
SECTION (THIS SHEET)
CEMENT CONCRETE
CURB & GUTTER
1SEENOTE3)
r�r.ti-;41:
VTTER
CITY OF RENTON STD. PLAN 104.2)
TYPE R1 — ISOMETRIC VIEW
FOR NOTES SEE CITY OF RENTON STD. PLAN 104.2
FRAME AND GRATE PER COR STD
SOLID 24" DIAM. FRAME
_ PLAN 204.00 AND 204.20 —
_ AND GRATE
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TYPE 1
11"
12"
11 "
13"
48"
56"
111)
12"
111 "
13"
54"
63"
14"
15"
11 "
13"
60"
70"
17"
18"
11 "
13"
72"
84"
24"
24"
11 "
13"
84"
100"
30"
30"
11 "
13"
96"
108"
36"
36"
11 "
13"
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0-V-8" 1. CENTER OF GRATE = CENTER OF STRUCTURE FOR TYPE 1 AND
0 TYPE 1 L STRUCTURES ONLY.
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J 2. SPECIFIED STATION AND OFFSET REFERENCE CENTER OF
w O STRUCTURE FOR ALL DRAINAGE FACILITIES UNLESS OTHERWISE
I of NOTED ON PLANS.
ro 3. RIM ELEVATION SHOWN ON PLANS IS TO CENTER OF STRUCTURE,
TYPE 1 & TYPE 1 L NOT FLOW LINE.
STRUCTURE PLACEMENT DETAIL
NTS
„ FACE OF ADJACENT 6Y2
CURB
SEE DEPRESSION CURB
DETAIL THIS SHEET
1:24 TOP OF
)/2"R ROADWAY
O°
a
a °
a
1'-6"
DEPRESSED CURB SECTION
AT RESIDENTIAL DRIVEWAY ONLY.
FOR COMMERCIAL DRIVEWAYS SEE CITY OF RENTON
STD PLAN 104.2
rnnr /Nr- Ar% IA ;ENT
DEPRESSED CURB DETAIL
AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS
0 5 10 20
VER T.
Scale In Feet
0 10 20 40
HORIZ.
Scale In Feet
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CPJAC1,hrE
An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 1 f. 425.827.5043
Civil I Structural I Planning I Survey
www. paceengrs.com
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SCALE:
DATE:
AS SHOWN
8/26/16
DESIGNED BY:
CHECKED BY:
TC
RN
JOB NUMBER
15465
SHEET:
CALL BEFORE C3.04
YOU
UNDERGROUND SERVICE (USA) SHEET# 12 OF 20