HomeMy WebLinkAboutzS-1956SetN TERSEC7i ON
S;rA 0-A0* &ZA"'T --- --- -------
+ 0 0 a t _-
--- --- - -3�4`E,'-70N AVZ . NE END CONSTRUCT
ION
+
—T-7-
�!p
9 TH W
�4
Typ
NL
ow
GE 429.
ar
0'
F
TEST !III
0+4,3'5 AVERAGE'PEaC RATE ERJ MIN.
DRY WEt� AF,. EA,'
C8 -
SOIL LOG
Y
0 - 81' TOP -601
8 18" LOAM
-51
301! SAND,
--j pa
30 - 36'
S,
�O g
O
TRACE .%- X-' t
gin
0
0
10 pv&!
1+10 v�.VLF S tE - .4 #�'y r4 _{ ..:_i IP _ \
G
10 IT-r--
TEST 412
AVERAGE PERC RATE PER -6, MIN
.
DRY WELL AREA;
CB
SOIL L
44
0 (TT)
0 - 12" TOP So
46F
ZN �vl F0 K�,- rez? , p r-A j N,
2 4" LOAM' ,
12
N
24 361t LOAK:
K
i j
"N
rh
sr
J
h`
N z
11 --F
W
--- 4Zb
(v PJL +00
TYP l _ \
0 .a} F"%3 AVE. NE i 9 th AVE�)
R-
-f-`T
53,
n,
1-70
G
1,
+ 0-r yp X. FAVE MENT INK14 Ri V
Ir VAME5 YAPIES
MATCH EX�
ice° GUTTH-R AND SIDFWALK
i SEAL Ecu
_-!DE WALK
f�l -I- C�j V 1:, N",
IN N 0i
+ ok, j ter I H E L 111 0 N11 A E i , L 1— N E-
+ (Nr,� -
i K
+
tMf Ld w, 1,*
i >
I cc
j
Zj
II
z: +
11. �iz
I
N AN
S ALE =tut
C, 11',
-0 +00
(L a-
Z
N L- W GRA, D E GRADE
+
N E 19th 5-1 REE-1-
cy,
m, z
U-1 LP oil -tn
417
p
'4
ao,
MDNER ENGINEERS, INC.
V,
CONSULTING ENGINEERS 9 SINCE 1883
+00 1+00 1 citoo "o yFCfssEa� STJITE 300 e 2124 FOURTH AVENUE
L Saattle, Washington 98121
A (206) 728-1883
PAVEMEN 7
2 01"1-1 ' Try -L � ASPNAi-7
iV' BANK RINI C,!�IAVS -AS-5 6 MAY B�
N -r
ydems CBfSUntP
Min. 21 all nin.
high x
TAXTION
6' wide
5CGQ-J CON57RUC`TiON
'P'X 4' M I i
WA SMIE0
114ET90D I?
D(AGONALSAWCirr P_ I c PAvFME.%"-,
57A Z,,&M I.-RTZ
Z TYPICAL STORM DRAINAGE INFILTRATION FIELD
4)
4 "" S:
GRADE TRANSITION 2++! to 11,50
NO-rES: 1. ASSUMES CONSTRUCTION! OF 3000 FT"' SINGLE FLOOR
EFAS7 SfDE, ONLY:
FOR GROUND FLOOR AREA QREATER THAN-30DO FTk-)
Ac PAVEMENT V,,j[)E.N1NG
BETWEEN: IN•iLTRA-r!ON TRENCHES4 Fj?0M Per LINE
issrA's*smM16 CITY OF- RENTON
CONC CURB 4 G R Lrr,-E
AS- "ALT DEPARTMENT OF PUBLIC WORKS
la 3 /as
DON VAN PA V, YS
�ONC -SIDE7WALK
Sewer Plan
I
INLET GUTTER ELEV.
JMS
EX
C)
2
>
FIL . E - No S;Iol3
F,-,'
/9MtTAP-`(
a Paz;
IMHT
NOTr)
NOTE.
f�l -I- C�j V 1:, N",
IN N 0i
+ ok, j ter I H E L 111 0 N11 A E i , L 1— N E-
+ (Nr,� -
i K
+
tMf Ld w, 1,*
i >
I cc
j
Zj
II
z: +
11. �iz
I
N AN
S ALE =tut
C, 11',
-0 +00
(L a-
Z
N L- W GRA, D E GRADE
+
N E 19th 5-1 REE-1-
cy,
m, z
U-1 LP oil -tn
417
p
'4
ao,
MDNER ENGINEERS, INC.
V,
CONSULTING ENGINEERS 9 SINCE 1883
+00 1+00 1 citoo "o yFCfssEa� STJITE 300 e 2124 FOURTH AVENUE
L Saattle, Washington 98121
A (206) 728-1883
PAVEMEN 7
2 01"1-1 ' Try -L � ASPNAi-7
iV' BANK RINI C,!�IAVS -AS-5 6 MAY B�
N -r
ydems CBfSUntP
Min. 21 all nin.
high x
6' wide
7M.SWCAI FILLED W/ sr-EEEN
WA SMIE0
114ET90D I?
A
Z TYPICAL STORM DRAINAGE INFILTRATION FIELD
4)
4 "" S:
NO-rES: 1. ASSUMES CONSTRUCTION! OF 3000 FT"' SINGLE FLOOR
HOUSEA 4ARAG-E-- (DIRYW-ELL SIZE MU57 BE COMPuTF-D
FOR GROUND FLOOR AREA QREATER THAN-30DO FTk-)
?-.A MI-KiMUM OF 10 FOOT-�LWIOE SPACING IS. REQUIRED
BETWEEN: IN•iLTRA-r!ON TRENCHES4 Fj?0M Per LINE
issrA's*smM16 CITY OF- RENTON
AS- "ALT DEPARTMENT OF PUBLIC WORKS
la 3 /as
DON VAN PA V, YS
• Shelton Ave. NE Short Plat
S4/u3 ShSanitary
Sewer Plan
I
INLET GUTTER ELEV.
JMS
MHT 10-1120-85
_DESIGNED
DRAWN WJJ M-5
CHECKED-!
DATE
FIL . E - No S;Iol3
/9MtTAP-`(
IMHT
NOTr)
NOTE.
I
MY
-rmt A
-of