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REVISIONS
DESCRIPTION/DATE BY
^v- 4s,6. 1%f
M,
SCALE'
: I' = 30'
CONTOUR INTERVAL = 2'
DATUM: CST Y
OF hENTON
B. M. 2 Chiseled Square On S.W. Corner
Of Conc. Base, Of
Street Light Along The
Fast Side Of Lind
Ave., 500'.t North Of
S.W. 39th St.
E1. = 16.73, City Of
Renton, Nc. Il
T.S.M. s So. Rim
Of Mon. Case At
Intersection Of Lind
Ave. 5 S.W. 39th St.
El. = 16.39
NOTES:
I. Contractor to verify invert elevations
and catch basin locations of existing
storm drain system prior to construction.
Notify Engineer of any discrepancies.
r,
2. ,�e Jt1eEt I f,r Typr,.ul Dirltirl_Ic'
nn Details.
C.B.
T G.
/. E. = t /2. /4
S/ooe /Ve w Side wa /k
7o Ma/ch Grade O/ Rclb ber
R/R Crossinq 3.1h
Sides) �—
/V47° 23' 23'E
28.23'
See She&l 4
For 5&c/1on -
5-5.
N 47�23 "23 °E
35.52' °
d .
4 I\
n I
S.dewa/k A/oncq Wes/ Side I\
Of eldy. Shall Be Fie/d
Loca/ed By Enyirleer, Ex�s/iny B/d, =ter\
Pendii'�y Fie/d Cor�o/i/iUns. ('��
Aporo,< Lengfh From Z Tracks
To Ex. Asohal/ Sidewalk 15 337'y �—
160 9y
lye %(D• /
/v-7--9a
ZD
29
e{e ;" TyoeII54
d( rT w//slaw Restrictor/
C,00 Gdo,� OiYPo//utior7 Cor�tro/
301'¢' A' ?0 /bevico. See DeAa//
h�' , Sheet 4,
Jd\'° d�td la..+95
G 1 .wrar�
.lyk fly .II (\e 1 AE. = 8. /810
Eget de(k 0,
\(,J , to y\. G Q '�C�.•k° s
I' F e er' ;gld per �� �0G °I°
Ef' '� � ' o �•' •
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e
_Flow �� �-- L-- _ _-- _,=o=+rE � (ly.� �o �� ��• � Gttld / _ .s/ ,�, �° � .�
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\, D 1 \ I►p ��f.` ��Go`;. `a`�" Ca� .a�0
�, �/ 1 - Sump Behind Rock Check Dom\�\ (PdIJS�\QSf�� •�
Key Rock Shall Be Inspected Daily
Into Swale Cleaned When Collected J
Min. 0.25' Debris Exceeds I /2 Of Its �a ! Clyxa " ��� `.\ D Re\y Re y ,e h, �t 049 P5 REVISED TO CONFORM
Depth ��, b \ \ ` �� RGGey / °�\ 3 rc �e� TO FIELD RECORDS
NOTE: Rock Stall Be 4° Minus Quarry Rock Zvi QS ° '�, Ids I/15�Gk`ot� DATE _ 10' Z(0'0(0
ep 5Q Jib APPROVED
\ Pea yet G
ROCK CHECK DAM
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ge fasernent
Epse PropOSed Wafer W87'3/'O/" See Oetai/ Sh,' 4 -
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