HomeMy WebLinkAboutR-425526Z
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6" CLEANOUT 2SEE SHEET
W/ ATR/UM GRATE F 6" DI 50f00.00, ROW 5 =
zv. 60 22 44 --0 9*9 0. 0131 C4, 02
6" 1E-420.44 14f49.57, ROAD A
I
EX GROUND
66 65 64 63 62 61 60 Q
CONTOUR (TYP) / I \ • \
119LF - I
65LF Q �
ARBOR/ST TO BE ON -SITE 51f77.31 �F 12'" C-900 -661 12" PVC �\
DURING DISTURBANCE WITHIN END ROAD -�'-B.-B850 0.0065 � \ ¢26 � 0 / CATCH BASIN TYPE 2
SAVED TREE DR/PLINE TO I ; 0.0158 \ PER C.O.R. STD DTL 201,
i . �" s� \ SEE SHEET C4.33 (TYP)
PROVIDE GU/DANCE TO THE ACT M %j'• ; a a ,a.. \
CONTRACTOR TO ENSURE THE
HEALTH OF THE TREE /S NOT (o N SPA CE) \ \ 0 ��
COMPROMISED \ ° 428\ / STA. 14f49.57 16.15' RT
EX TREE a . a 1 00 TYPE 2-48"
1
TO BE SA l/ED 15' BSBL ` . -i?Ji6�' i. 82- 426.33
(TYP) (T�) •� 4. /1 18" lE /N �58- (5) 417.23
/ _ 12" IE /N 4 �& 08 (W) 41788
18" lE OUT -4158 (N) 417.23
41
Wo
PROPOSED F/NISH
QQ�EQ TRA CT L 11 / 1 \ GRADE CONTOUR
RE (CR/T/CAL AREA) 53 ' 54 55 56 I ° I 5 758 a 59 " (TYP)
AL TERNATE DISCHARGE LOCAT/ON FOR ROOF CS 17 CS 16 SEE SHEET
DRAINS ONL Y OF LOTS 53-56 TO DISCHARGE TO ,
TRACT L. DISCHARGE TO ROCK PAD AS SHOWN TYPE 1,1*68.86VANED GRATE TYPE 20 8', 44, 0.49 LT C4, 01
CATCH RA SIN TYPE 1 A -F3 96 - 423.80 90 hF&zf6 426.12 10' UTILITY
PER C.O.R. STD DTL 200, 420.10 6" If /N 4--V 3 (5) 12" lE IN J (W) 418.92 EASEMENT (TYP)
SEE SHEET C4.33 (TYP) 42010 6" If /N 3 (W) 6" If /N 0 :7;74 (5) 419.42 SEE SHEETS CA 10-C4.11
STORM CLEANOUT 12 IE OUTS (E) 12" If OUT 41:9z-3 (E) 418.92 FOR STORM SERVICE LINE
PER C. O.R. STD DTL 226, 419.70 DESIGN (TYP)
SEE SHEET C4.33 (TYP)
SEE SHEETS C7.02-C7.04 FOR
UTILITY CROSSING NFORMA T/ON.
430
420
410
52+50
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG!
8/
EX/STING GROUND
0 ROAD � (TYP)
i
51f68.86
EL: 42J 96
E BREAK
51f77.31 /
424.05
i 1.00
�L
EX/STING ELEV.
0 ROAD � (TYP)
PROPOSED ELEV.
0 ROAD (TYP)
52+00
PROPOSED GRADE
0 ROAD (TYP)
51 +50
M&NE •►
119LF
-2.009
m liuMmE
RO 5
VERT. SCA Er- 1 " 5'
51 +00
ro
50+50
65LF
50+00
SURVEYED:
BY OTHERS
DESIGNED:
ROLL/ HEA VR/N
DRAWN:
MARY MOORE
CHECKED:
ROLL/ HEA VR/N
BY DATE APPR APPROVED:
ROLL/ HEA VR/N
430
420
410
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL• NAVD 1988
HORIZONTAL- NAD 1983/1991
DATU M
`(EYMAP
'�
N
SCALE: 1" = 30'
0 15 30 60
STORM LEGEND
STORM P/PE
STORM SERVICE
-
- STORM EASEMENT
EX/STING STORM PIPE
STORM PIPE FLOW ARROW
❑❑
STORM STRUCTURE - TYPE 1 CB
0)
STORM STRUCTURE - TYPE 2 CB
STANDARD NOTES
1. ALL STORM FRAMES SHALL BE VANED GRATES PER
C. OR STD DTL 204.2 UNLESS OTHERWISE NOTED.
SEE DETAIL SHEET C4.33.
2. STORM FRAMES WITH/N SAG CURIES AT LOW POINTS
SHALL BE 91-DIREC77ONAL VANED GRATES PER C.O.R.
STD DTL 204.3. SEE DETAIL SHEET C4.33.
3. PIPE MA TER/AL SHALL CONFORM TO THE 2022
RSWDM CHAPTER 4, SECTION 4.2.1. AND TABLE
4.1.1.A2.
4. SEE SHEET C4.10 AND C4.11 FOR STORM SERVICE
PLAN.
5. PIPE MA TER/AL SHOWN AS C-900 PVC MA Y BE
CLASS 52 DUCTILE IRON IF DES/RED.
5/S/25
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
R-425526
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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DATE:
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CITY 0 F TOWNS ON 12TH 10/111202J
3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK:
RENTON PAGE:
DRAWING NO:
Planning/Building/Public Works Dept. ROAD & STORM DRAINAGE PLAN & PROFILE C4. 06 Q)
ROW 5 SHEET: OF:
26 93
CONSTRUCTION RECORD DRA WINGS