HomeMy WebLinkAboutR-396121SEC. 14, TWP 23 N, R5E W.M.
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FINISHED SLOPE
2H: 1 V MAX.
DEBRIS BARRIER PER COR 3" MIN.
1 r
STD. PLAN 223.00, BEVEL
END PIPE PER COR STD.
PLAN 221.00
FLOW
18" ��� 12"
6" MIN. MIN. ,
SECTION
FLO
QUARRY SPALLS
P1 d AI
* QUARRY SPALLS MATERIALS PER WSDOT 9-13.6
PIPE INLET PROTECTION
NOT TO SCALE
B L�
CURB & GUTTER
STD. FRAME AND GRATE
SCUPPER AT CATCH BASIN
NOT TO SCALE
CONSULTANTS
Site Planning - Civil Engineering
Land Use Consulting - Project Management
11431 WILLOWS RD. NE, SUITE 120
REDMOND, WA 98052
Phone: (425) 285-2390 1 FAX: (425) 285-2389
www.cphcons ultants.corn
MITER PIPE END
A
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Pi A M
* QUARRY SPALLS MATERIALS PER WSDOT 9-13.6
PIPE OUTLET PROTECTION
NOT TO SCALE
CONC. CURB AND GUTTER
PER COR STD. PLAN 101-
2.O
VARIES
SEE PLAN
12"
MIN.
4" COMMERCIAL
GRADE CONCRETE
SECTION A
FINISHED SLOPE
VANED GRATE
L PIPE
RIM EL=PER PLAN
CATCH BASIN TYPE AND
LOCATION PER PLAN
(WHERE SHOWN ON PLAN)
STANDARD OR VANED
FRAME AND GRATE
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1 10" X
3'-0" (TYPE 1L)
2'-6" (TYPE 1)
.5"
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TYPE 1 and TYPE 1L
(OPEN CURB FACE)
CB TYPE 2
X
Y
I.D.
0. D.
48„
56"
11„
12"
54"
63"
14.5"
15"
60"
70"
18"
18"
72"
1 84"
24"
1 24"
96"
1 112"
37"
1 36"
STANDARD OR VANED FRAME AND GRATE 3'-0" (TYPE 1L)
2'-6" (TYPE 1)
9" STANDARD OR VANED
FRAME AND GRATE
I I
110
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Lu W 1 p 1�—
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O W
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L J
20"
GRATE
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TYPE 1 and TYPE 1L
NOTES.
1. CENTER OF GRATE = CENTER OF STRUCTURE FOR TYPE 1 AND TYPE 1L STRUCTURES ONLY
2. NORTHING AND EASTING (OR STATION AND OFFSET FROM CONSTRUCTION CENTERLINE) SHOWN ON PLAN REFERENCES
CENTER OF STRUCTURE FOR ALL DRAINAGE FACILITIES UNLESS OTHERWISE NOTED ON PLANS
3. REVERSE TYPE 2 CATCH BASIN TO BE INSTALLED ONLY AT LOCATIONS SPECIFIED ON PLANS
STRUCTURE PLACEMENT DETAIL
NOT TO SCALE
TOP OF CURB TOP OF CURB
GUTTER LINE GUTTER LINE
14" 14"
DIRECTION OF FLOW 12"
SECTION B
SOLID 24" DIAM FRAME
AND GRATE
� I
I I
I I
I I
/ I
STANDARD OR VANED FRAME
AND GRATE
N
CB TYPE 2
z
I.D.
0. D.
48"
56"
2"
54"
63"
5.5"
60"
70"
9"
72"
84"
15"
96"
112"
28"
REVERSE TYPE 2
(SEE NOTE 3)
LEGEND
+ = CENTER OF GRATE
O = CENTER OF STRUCTURE
FOC = FACE OF CURB
"ZONAL �•-
CONSTRUCTION RECORD DRAWING
THE AS -BUILT INFORMATION SHOWN
ON THIS PLAN IS PER A FIELD SURVEY
PERFORMED AND DATA PROVIDED BY
AXIS SURVEY & MAPPING AND/OR
R-396121 RECORD ITH�RMATION CON CONTRACTOR
PROVIDEDBY
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CONSTRUCTION PERMIT SUBMITTAL PCE 2/20/17 JBS SURVEYED: SCALE: DATE:
HORIZONTAL: NAD D1983/1991 7/25/ 1 8
� CONSTRUCTION RECORD DRAWINGS ACS11127118 JBS MITCH EVANs 0 TY OF
MEADOWVUE
DESIGNED: ROADWAYGRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS FIELDBOOK:
® JAMIE SCHROEDER � � � n TO
DRAWN: N PAGE:
4O PETER EVANS ONE INCH DRAWING NO:
MJH DATUM Planning/Building/Public works Dept. ROADWAY GRADING AND DRAINAGE DETAILS C3.103
Know what s beloW. CHECKED.
AT FULL SCALE
N0REVISION . BY DATE APPR SCALE
NOT ONE INCH
Call before you dip. APPROVED:
ALE ACCORDINGLY SHEET: OF
21 43
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