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MATCHLINE - SEE SHEET C2.2
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IIIII (�R TI UCT RE a 81 SD00 0I0 rJ
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IA
RIM 434�71 W/ tULIU LJ ING LID KIM 4=6d 0
S I FIE �SHEE IE 431.08 S IN RIM 436.00 2 IE 428.21 (8") OUT Ll 0 LF 6" HERE
IE 431.08 OUT - (� N 12
FRONTAGE N 0 @ 0.5% MIN
IS 431.00 12:: N� cp.i C7
IS 430.0 12 El� IN LEGEND
IN IS 429.9 8" S) U
- - - - - - - - - RIM 435.83
- W If +�"* C4
0 T r � 1:;�f I.
ISP NT 13+00 IE 430.91 (8" E) IN TELE10 1AULT PER ELEC )0 0 10 20 40
�R. FLUSH
4W IS 42813 17 LF 6" NEI PROPERTY LINE
IE 430.91 (8" W) IN RE
48 LF 8" . . . . . . ;" " .. I I I
SS ow IE 430.91 (8" S) OUT I I I IIE 432.33 (4 E) OUT El OZ% MIN
HOPE 0 1. 7 LF 4" PVC 27% EX CONTOUR (INDEX) j
IE 427 98 13 LF 6" HERE
=20'
r 0 0,5% MIN Scale 1 EX CONTOUR
SD#33, 09 TYPE I
P�� �, t 2-48 RIM 435.50 � 1 - _0 PROPOSED CONTOUR (INDEX)
SIC07, C13 TYPE IE 431.45 (8" E) PER ELEG 71 LF 8" HOPE 4
.98 , 1 0 DS 23
IN TELECOM VAULT
W) OUT RIM FLUSH W/GRADE
W/ WILD LOCKING LID _IE 431.45 (8 1.0% 231
RIM 434.25 .7 - PROPOSED CONTOUR
0 - - - IE 431.00 12" S) OUT I �IE 426,95 0" E) GILL
430.12 8 N) IN 4 1 RIM 431,07 SPOT ELEVATION
429A 427.07 (8") OUT >
430 1 i �'/ I (
�m ;� m / -8 -4 FF 78.0 FINISHED FLOOR ELEVATION
=m -0 t 0
0 x E03
RIM 430�41
50 LF 17 LF 8" PVC CIE 426.91 (4") OUT RO F EX BUILDING
12 @ 1.0% T 134 37'
m
HERE 0 0.5% rj 7! �ml DO SPOUT (�!) 11 r�
_ � C 1?� \1 �7 C NECTI PROPOSED BUILDING CY)
60 LF 8" DI SD#42 C ON
- - - - - - - % R M 432 09 T: P) CD
S 22 LF 6"
(S' S) OUT 0) CONCRETE PAVEMENT
Er 1_)RIM 433.00 FTI 0 z IF 430 42 m CD
Q�.,7 IL 429.4b E4 E) IN 4311 DPE @ m HEAVY DUTY CONCRETE CD
IF 429.45 (12" N) IN X'- Z 5% MIN I
IF 429.45 (12" W) OUT I T 3PRC/EPRC BEGIN PAINTED RED CURB/ 0
40 S m END PAINTED RED CURB C\I
20 UP 12" PVC 0.5% Tc 1 M ASPHALT AC) PAVEMENT
IS 429.89 4
TC 43 . 4 v 4m,m
WATER QUALITY \TP 43 . TP 432.77 7 8" S
(2:)TREATMENT FACILITY IF �4: @ 1.0% 'T 0" HEAVY ASPHALT (AC) PAVEMENT
4*X6' MODULAR 03 1
1 UP 43002 F LF HERE �O -HOPE 0 GRAVEL SURFACING
WETLAND SD#1, 08 TYPE 1* ---------- MIN 1 09 TYPE 1
IS N/DUT 429. 6 22 LF 8" 4 Y ELEC VAULT PER ELEC RIM 430.33 GRASS PAVE
PVC 0 2.0% RIM FLUSH W/GRADE IF 427.5
PVC 2.5% IF 427,78 (81' E) OUT 21 1
RIM 429.45 , (8" E) IN
[76 LF 8" PVC 0 0... Or n- _iip I I
20 LF 8" FYVC 2.5% 430,33 T IE 426.66 (4" N) OUT IF 427.51 (8" S) OUT SITE WALL
9 LF 4'p PVC 0.5%
1( 41 IE� - - VERTICAL CURB
E 2-54
(MLOW CONTROL �IKIJIUIUNL PVC �4288 1 1 6 LF 6'p LF HOPE
L C T7_2 1 6 T 87 LF 4 PVC 0.5%
it - : 0 0.5% MIN
W/ SOLID LOCKING LID @ 2,0% 4�1 IP 436 22 RIM 32,56 �I, - I CATCH BASIN TYPE 1
11 wil I ff T 3581 7_1 27 \1 1 152 LF 8" HOPE @ 0.6%
'44 LF 6 T_�P -4 IF 430.89 (8" E) OUT / a: . . '. . I & a \ 62
�W/FLOW CONTROL RISER 7 1+ TELECOM VAULT PER ELEC DO
q?�7 RIM 435.60 �7
IE 431.00 12:: N IN PVC @ 2 0% K 4330 TC 430 52 RIM FLUSH W/GRADE CATCH BASIN TYPE 2
F 43256 I� IS 426 62 (4" E) OUT �STORM DRAIN PIPE
12 E� IN T 430 02
C:)
8'p W) OUT 4 /1 7 42996 LF 4" PVC 0,5%
7\\Tr�2 C-)
+0 0a CS 7 HERE ............... FOOTING/SUBSURFACE DRAIN
429 67
SD#3 03
TELECOM VAULT PER ELEC TN TYPE 1 6 LF 6"
0I
AGE _L_ 436 28 IF 'RIM 429.23 0 05% MIN DISPERSION TRENCH
RIM FLUSH W/GR f I / rT 4 1 426 It .,
IE 432.33 (4" SW) OUT 1 6.57 (4pp W) it
ZU U 0 J1 _hl
E) OUT STORM DRAIN CLEANOUT
56 LF 4" PVC 5.1% IN 1 4 0 NOTES: [P-Al CM DETENTION/WATER QUALITY
I ith
SD#35 013 1 1 FE; 11 41". @ 17�
I ALL ON -SITE CB TYPE 1
W SOLID LOCKING LID TC 436 90 D T 4 4
RIM 435.69
7 7 43640 SID @ 0.5% STRUCTURES SHALL HAVE GRATES DS- DOWNSPOUTS
- N) IN 43746 V 42/ T, 4,, 7, 73 8' H P 1 6 1 '. , ;� SIDE SEWER PIPE
(�2:) IS 430.47 (S I I PER WSDOT SLID PLAN B-30.50-03
q?�7 It ��I.UV IZ QUIT 31 0.6% 1. 11
TP 431 1 1 1 86
IL 42V.�/ IZ4 L) ON 1k ; 1V a UNLESS OTHERWISE SPECIFIED ON SEWER CLEANOUT
T TP 429 21 1 1, k Is I
W 436 25 TIC ;32 96 A PLANS,
6 72 1 11 UP 432 88 TP 432 4 SIDE SEWER CONNECTION
'STORMWATER :1 20 LF 8" DI
STORMTECH SO 436 22 ED @ 0.5% SANITARY SEWER MANHOLE
2. ON -SITE CB TYPE I STRUCTURES
=1 P 0 A
TOP OF FOUNDATION SPOKE 432 96 TYP 33 1" LF HERE
TOP OF CHAMBE 4 24 1 V1 I . -, r/ -L , S� @ 0.5% MIN
104 CHAMBERS 14 LF DI WITH ADA COMPLIANT GRATES SHALL
@ 0,5% BOLLARD
1 RIM 2 �21 BE PER WSDOT PLAN B-30.15-00 FIRE HYDRANT
71 4 4 (8" W) IN 4M.69
-14:3�BOTTOM OF CHL A 'BER' 4 ' 96 OR APPROVED EQUAL.
M
BOTTOM OF FOUNDA "IN �2IIz).46 IS 4 4 (8" NW) OUT WATER F171NGS
lie
J'Y'7 )s
LIL - - - r I �
1313#34 CB TYI z In t T
63 LF 8 k 3. ON -SITE CB TYPE I STRUCTURES W WATER SERVICE LINES
HERE @ Im \ :. i FIL/7/", 6 \A
Q2�7 RIM 436.22 4 1 4 q WITH SOLID LOCKING LIDS SHALL BE
IS 432.55 (8" OUT F� 0.5% WATER METER
4 4 PER WSDOT PLAN B-30.20-04 OR
176 LF 4" PVC 1.8% . Z6, 1 - I - - : . EQUAL. WATER SERVICE LINES
TIC 4182 APPROVED
0,4' N l4
STORMWATER D NTION FACILITY .113 43t5 C 434,30 TC 43 3 �P 4 987. FIRE SERVICE LINE
STORMTECH SC-740 73 A�
TIC 438 36
FIRE SERVICE VAULT
140 CHAMBERS C 43 W
TIC . . .
(27) TOP OF FOUNDATION STONE: 46Z.Vo 7 �736 T 437.W
Ta� FIRE SERVICE CONNECTION
TOP OF CHAMBER: 432.46 P 436, 5 1 43571
B070M OF CHAMBER: 429.96
4 2 MATCHUNE - SEE THIS SHEET
IqLg B070M OF FOUNDATION: 429.46 __$
_G
908+00
1
'.*.SD CI
137, 013 TYPE 2-48' 436 D
M7� 1 7
�F _1Y 4
-RIM 429.87
SOLID LOCKING LID
3 5
434.50 433 R IF 425.73 (12" S) IN
3�_00 SI) IN IF 425.73 (8" W) IN
00 �2 W
3 2:: N :jIE 425.73 (12" N) OUT
N) IN
2 24" E) IN _W_ W
3 8
now what's below.
Call before you dig.
Dial 811
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j ORNMI7 8 R-419226
III C23
. . . . . . 4 IE 426.16 (8") DO]
Im vne �M 4 P� � IN COMPLIANCE WITH CITY OF RENTON STANDARDS
9 111 VAULT PER ELEC
RIM 430.34
813291 08 TYPE 1 1421 DUVALL A V�E WE� % RIM FLUSH W/CRADE DEVELOPMENT ENGINEERING 001111h
LL RIM 432.88 �2�7 IF 426.25 (4- E) IN IA' 1.1\ �1.1 SURFACE WAT7ER/,UTILITY
53 LF 4" PVC 4.8% /11
TELECOM VAULT PER ELDC� IE 430.79 (8� W) IN It 4ZID�20 6 W) IN IIIIIE 428.83 7JFarahWO4/11/2022 msippo 04/13/2022
IE 430.79 (8 S) OUT _G SEE SHEEr C6.2 AND C6.3 IF 426�25 (12" N) OUT
G-RIM FLUSH W/CRADE FOR FRONTAGE IMPROVEMENTS- G- G G G U)
IF 433.13 0" S) OUT I
909 +00
1932 Flmt Ave
Ruts 201
Seattle, WA 98101
p. 206.725.1211
m m M I. 2G6.973,5344
engineering pIIcwww.IpdengIneeI
NO.
REVISION
BY DATE APPR
MATCHLINE - SEE THIS SHEET
AS NOTED
CITY OF
RENTON
Planning/Building/Public Works Dept.
z
LU
NEW ELEMENTARY SCHOOL #16
1075 DUVALL AVE NE
04 MAR 2022
0
RENTON, WA 9M9
GRADING AND
C2.1
DRAINAGE PLAN
DID
a-
27 147