HomeMy WebLinkAboutR-425522N
v
17f 90.67, ROAD A -
71172.00, ROW 6�
CATCH BASIN TYPE 2
PER C. O.R. STD DTL 201,
SEE SHEET CAJJ (TYP)
EX GROUND PROPOSED FINISH
CONTOUR (TYP) GRADE CONTOUR
(TYP)
SEE SHEET C4.09
PROPERTY LINE
(TYP)
STA. 16f87.37, 34.37' RT \ ---------- - _ _ __
TYPE 2-48'; \ �\
TRACT)
-frY>t� 420.39 . ; (STORM DRAINAGE)
12" lE IN fr(SW)414°39 74 = __----- =9-=
12" 1E OUT S (NN) 414 J9 - � SEE) VAUL T- LA-N,-
EETS C� J1 12" IE-4�Vv ' \ �o \
SEE SHEETS C4.10-C4.11 i SH32� 10 413.99'
FOR STORM SERVICE LINE 73 & C4.\
DESIGN (TYP) a 1044
SEE SHEET 72 0.04�
10 UTILITY
C4.07 EASEMENT
(TY,P)
71
Pruj
IN
STA. 71f77.00, 0.00' I �Y
TYPE 2-48" \ 0 85LF$StF 12" PVC
ff� 426°20 ° @ 649 0.0332
12" 1E /N 4i;x;q- : (N) 417.80
12" IE /N z(5) 417.80 � ` 70
6 /E IN04. Oz (NW) 418.30
12" 1E OUTTW-47- (E)41780 SEE SHEET
C4.07
69
430
420
410
STA. 17405.22, 5.00' L T
TYPE 2-48 ;
421.22 68
12" IF IN fir. 99 (W) 414.97
12" If /N 4*.BB-(SE)414.97
12" 1E OUT-4*49 (NE)
41497 TRACT M
(OPEN SPACE)
CA TCH BASIN TYPE 1
PER C. O.R. STD DTL 200,
SEE SHEET C4.33 (TYP)
0 ROAD � (TYP)
18+50 18+00
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG!
811
�O \�
810-POD FOR WATER QUALITY,
SEE VAUL T DETA/L SHEETS,
-396-
C4.31, C4.32 & C4.34
STA. 15f95.35, 16.15' RT
TYPE 2-48" SOLID LOCKING LID
�-18" 18" 1E /N �r(E) 416.40
18" lE OUT r (N) 416.40
44LF �� I�iQ � � \ \ \`� �~
=45tF 12 PVC P=�===_ _ - - �_- = 1 .�1- �F 18" DI '� . CB 2 \\� \`.
0 p 29 16f6G�95 0-19 i994 �� \ \``�� STA. 15f55.04, 16.15' RT
CTR CD-9\ 10.1 79L
18" If /N 0166W (SE)416.62
18 /E OUT 0166W (W)416.62
EX OFFS/TE TREE
NK TO REMAIN (TYP) V
/ 420-,,4-
° ate' r 1k`LO •q,- - TRA CT H
- � . ` 1^�"'* . • • i c32 (CRITICAL AREA)
� PROPOSED • •�'. � � CB 4
STREET LIGHT
_ - (TYP) � \ / � o o' STA. 15f 13.09, 16.15 RT
_ = y TYPE 2-48';
66LF-66tF 18" PVC E �""�.,-4� 424.95
64 63 ° 0.0050 @ 000. N �1 N 04, 01 18„ IF /N�¢ (5) 416.90
61 � 60 MATC E ET 18 /E OUT A1�T7�ZT(NW) 416.90
STA. 16f55.74, 43.94' L T E
TYPE 1,
5E
I,Mblr-4__.I0-421.77
6" IE /N 0-(5) 419.42
12" lE OUT-4 �9:28- (NW) 419.07 SEE SHEETS C7. 02-C7. 04 FOR
STORM CLEANOUT UTILITY CROSSING NFORMAT/ON
PER C.O.R. STD DTL 226,
SEE SHEET C4.33 (TYP)
m
--_
9L 12" DI
®�B-944¢ 0.012
�
o
�
1�9 VAUL T)
- 18" lE 413.56
i
12 " /F 414. 06
_
cl-
I
I
I
nl ^
�
L �I
_-7-
i 54LF
REF 18"
PVC
PROPOSED ELEV.
0 ROAD � (TYP)
17+50 17+00 16+50 16+00 15+50
SURVEYED: SCALE:
BY OTHERS AS NOTED
DESIGNED:
ROLL/ HEA VR/N
DRAWN:
MARY MOORE ONE INCH
CHECKED: AT FULL SCALE
ROLL/ HEA VR/N IF NOT ONE INCH
NO. REVISION BY DATE AP P R L/ HEA l/R/N SCALE ACCORDINGLY
ROL
1 440
I
I 0
v
G
I
s
430 �
W
�w
vi
420
V
410
VERTICAL: NAVD 1988
HORIZONTAL- NAD 1983/1991
DATUM
KEY MAP
SCALE: 1" = 30'
0 15 30 60
STORM LEGEND
STORM P/PE
STORM SERVICE
- - -
- STORM EASEMENT
EX/STING STORM PIPE
STORM P/PE FLOW ARROW
STORM STRUCTURE - TYPE 1 CB
STORM STRUCTURE - TYPE 2 CB
STANDARD NOTES
1. ALL STORM FRAMES SHALL BE VANED GRA TES PER
C. O.R STD DTL 204.2 UNLESS OTHERWISE NOTED.
SEE DETAIL SHEET C4.33.
2. STORM FRAMES W/TH/N SAG CURIES AT LOW POINTS
SHALL BE 81-DIREC77ONAZ VANED GRA TES PER C. O. R.
STD DTL 204.3. SEE DETAIL SHEET CA33.
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 CA 10 AND C4.11 FOR STORM SERVICE
PLAN.
5. PIPE MA TER/AL SHOWN AS C-900 PVC MA Y BE
CLASS 52 DUCT/LE IRON /F 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-425522
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
0
0
N
N
N
ODATE:
CITY 0 F TOWNS ON 12TH 101111202J
3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK:
RENTON PAGE:
ROAD & STORM DRAINAGE PLAN & PROFILE DRAWING N0: O
Planning/Building/Public Works Dept. G'4, 02 �
ROAD A (15+00 -END) I
SHEET: OF:
22 93
CONSTRUCTION RECORD DRA WINGS