HomeMy WebLinkAboutR-419229C\1
0)
Tttt
47
C:)
qT
0
UL!
1_
MATCHILINE - SEE SHEET C2.2 MATCHILINE - SEE SHEET C2.4
9 LF 6" HOPE
@ 0.5% MIN IE
TP 4N,72
IE 427.10 24 LF 6" HOPE
@ 0.5% MIN t
38 L
-�-Ii 04:23.93 TO E C Y
0 P
IE 427.48 5 M N
25 6" 42 LF 6" 4 6
HOPE III HOPE 0 IE 424.04
0 5% MIN DO 20
O�5% MIN
18 LF 6" HOPE \\Y
0 O�5% MIN
4
IE 425Z8 1
TELECOM VAULT PER ELEC
215 LF 8" HDPE_,__� RIM FLUSH W/GRADE LF 4" PVC
3 LF 6" HOPE I
0 1,8% IE 424.33 (4" N) OUT 5%
.5% MIN \� /
L 18 LF 6" HOPE
81 LF 8" 0 0.5% MIN
HOPE @ 1.6%
IE 427.77 FOOTING IDRAIN . . . . .
30 6 HOPE (TYR)
IT,
3 L 6
H E - - - - - - -
�-fr , T\ SD#17 SI
0. IN M 4q 4M 02 429W - - - - - - -
E,
1\ RIM 429 97 CL2,�
33 LF 6" HOPE / I : ) : : : ll:: : : T IE 427.07 (8") OUT
9(�)ROOF DOWNSPOUT LOM
CONNECTION (TYR) FOOT
ING DRA EU)
CLEANOUT (TYR) Qj.§ ji
T
IL" .4 .7
RIM 430.71
IE 428.04 IP) OU 26 LF 6" HOPE
0 0.5% MIN
4 - Lt
FF
4m 51
MIN .... . ..
65 LF 6 HOPE C 0 5%, 4Z FOOTING 'DRAIN t
i�jq (TYR) L6
GRADE 6 LF 6" HOPE
GARBAGE/RECYCLE 0 0.5% MIN 6 ROOF DOWNSPO
I �L I ! 4
ENCLOSURE TO U NNECHUN IIYHL L
III IL CONNECT TO PLAY >
DRAIN TO SEWER ROD H
F DOWNSPOUT (TYR) 0
CB TYPE I AREA UNDER -DRAIN
9 L
0 8 RIM AND IE PER 9 LF 6" HOPE 0 015% MIN D PER LANDSCAPE
41 `t� I -
@ jE 426.96
SHEET C3.3 (7) v r
1 2
4 1 43035
I I m
m
160 12" It CID
CID PVC .7% 42 t m
:L M
m
m
D
to 6 ILE 6" HOPE
�3 LF 6- L 8" DI CO
CID HOPE 2.
m
t IN
m m
429 TV [T2C 42876
TP
TP 42823
0
ON, 42!23
It
66 0 TP 428.9
430 L8,1
TC 429 92
42/
t TP 429 It t a It
... . . . . . . .
. . . TCaL C*
TC 4M-5 T 49012� ff 428,74
9
95
9
TP 4M 0 . . . . . . . . . ......
TP 430L02 . . . . . . . .
06 N7 z
�C 3 06
TP 429 62 . �C 430.06
fr 43OL52 ... . . .. . . . . 429 56
. . . . . . . . . . . . . . . . . : : : : : : : - 6 : : : : : : : : : `Tw�-&: 160 LF 12" PVC
. . . . . . . . . . . . . . .
1 L07
. . . . . . . . . . . . . . . . . .
t . . .
. . . . . . .... . . . . . . . . . .
NOTES: . . . . . . RII (NR TYP I . . . . . . . . .
RIM 428,23
66 '1� T 4 IE 423.25 (a)
1 . ALL ON -SITE CB TYPE 1 7 4NI6 7 42AU 12:: S IN 8
- - - - - - - IE 423.25 N NI OUT �2�7
TC 431.92
STRUCTURES SHALL HAVE GRATES TC 431LW F 430.12 430,�
8 V 431.42 1 7 430Lffi 134 LF 12 PVC
PER WSDOT STID PLAN B-30.50-03 0 1.0%
UNLESS OTHERWISE SPECIFIED ON 45 LF 8 HOPE
MIN
PLANS. @ 0.5% W/ ADA COMPLIANT GRATE
RIM 427.40
8- IF 424 73 US" SW) IN
2. ON -SITE CB TYPE 1 STRUCTURES W) OR
IF 423 01 US L
WITH ADA COMPLIANT GRATES SHALL
L LL��
BE PER WSDOT PLAN B-30.15-00
OR APPROVED EQUAL. - - - - - -
I- d
3. ON -SITE CB TYPE 1 STRUCTURES 8D#25, go 81300
RIM 430 21
WITH SOLID LOCKING LIDS SHALL BE IE 426.95 W) OUT
PER WSDOT PLAN B-30.20-04 OR
APPROVED EQUAL. G G G
SDM#6 09 1
916+UO RIM 429 97 91ntuu
7��F - - - - I � IE 426.90 W) IN
,Tc__ , Nqmq,y 4 1E 424.57 1:: S N I A I I A I IN I
WA ' '7 ilVHdSV IE 424.57 2 N� 0 T 1/1 1 � " I I V�
(PUBLIC RIGtIT'0; '?) (PUBUC RIGHT WAY)
T-/ T-T_____�T-T---A
-W
IN ... �11-W-W-WZ-W-W-W-w X/ W-W-W-W/ W-W
mef � LEGEND
Scale 1"=20'
D PROPERTY LINE
EX CONTOUR (INDEX)
EX CONTOUR
230 - PROPOSED CONTOUR (INDEX)
E31 - PROPOSED CONTOUR
SPOT ELEVATION
FF 78.0 FINISHED FLOOR ELEVATION
T, EX BUILDING
PROPOSED BUILDING
CONCRETE PAVEMENT
HEAVY DUTY CONCRETE
BPRC/EPRC BEGIN PAINTED RED CURB/
END PAINTED RED CURB
ASPHALT (AC) PAVEMENT
HEAVY ASPHALT (AC) PAVEMENT
GRAVEL SURFACING
GRASS PAVE
SITE WALL
VERTICAL CURB
CATCH BASIN TYPE 1
CATCH BASIN TYPE 2
�STORM DRAIN PIPE
............... FOOTING/SUBSURFACE DRAIN
DISPERSION TRENCH
moo DEFENTION/WATER QUALITY
0 STORM DRAIN CLEANOUT
DS- DOWNSPOUTS
SIDE SEWER PIPE
\7�SEWER CLEANOUT
SIDE SEWER CONNECTION
SANITARY SEWER MANHOLE
FIRE HYDRANT
WATER FITTINGS
WATER SERVICE LINES
WATER MEIER
FIRE SERVICE LINE
FIRE SERVICE VAULT
FIRE SERVICE CONNECTION
NOTES:
1) REFER TO SHEETS C5.0-05.6 FOR
GRADING AND DRAINAGE IMPROVEMENTS IN
THE RIGHT-OF-WAY
"now what's below.
Call before you dig.
R-419228 6 Dial 811
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
FSU7RFACE WATER UTILITY DEVELOPMENT ENGINEERING
%R
I nrnE 04111/9022 msippo 04/13/2022 C
ImmStUte 201 AS NOTED ITY OF NEW ELEMENTARY SCHOOL #16
Seattle, WA 9810 PERMIT SUBM17AL 8/27/2_1�_�D 1075 DWALL AVE NE
111 206.725.1211 PERMIT RESUBM17AL 12/20/21 RENTON
f. 2G6.973,5344 RENTON, WA 9M9
1932 Flmt Ave
1 PERMIT RESUBM17AL 3/4/2 ATV� Plannirg/BuildingC/Public Works Dept. GRADING AND
F N� � 1�
engineering pl1cwww.IpdengIneer1ng.oxrI NO. REVISION BY DATEL INFER wP��DD s� �RD'�y (i DRAINAGE PLAN
0
CD
CD
CINI
rA,
S1
0)
00
N
1�t
C:)
J)
F-
z
LU
DUE
04 MAR
20:22
0
mo�
C2.3
29
_J
147
LU
OL