HomeMy WebLinkAboutS-21620Bz
3:
0 a
INSTALL 80 LF OF 8" C900 PVC SS @ 0.4Y TO
N 190196.2535
C14
34.0..........
E 1306858.8511
........
......... .........
......... ................... ......... a .........
.......
......................... ................. ..............
INSTALL SURFACE CLEANOUT TO EXISTING GRADE
---------
IE OF 8" AT C.O. = 311.42
0-
n_
CB
RIM =328.1 1
p
I.E. 12"CONC.(N)=326.51
TEST BORING
xo
ox
offi
I.E. 12"CONC. (WSW) =326.21
0
C14
_' INSTALL NEW WHEELCHAIR RAMPS
>
>
33
...............
LAWN
C) ui
z �:
0 r
0 w
WN
0 (If
...............
1�
E,
C NC- 16 "
00
NOTE.
T
I AWN CONC. WALK
C,4
04
5" GRAVEL
A.
SIDE SkEWERS SHALL HAVE A MIN*
<) ORING N.E.
24
ST.
BH-7
SLOPE OF 2X FROM THE SEWER MAIN
6"
..................
i.
SSMH #22
0-
0
Lai
TO THE ADJACENT PROPERTY LINES.
1
.....
ASPHALT
...... ...
vp
3:
li-- Il—
G
2
SIDE SEWER STUBS SHALL BE 6 FEET
DEEP AT THE PROPERTY LINE IF POSSIBLE.
p
W
LL, R
Z z Lu
I
AWN— P
NC. WALK
0 0
0
LAWN 12"PINE
6"PINE
Lu
NEW 6* SIDE SEWER
6
C) ui
Z >
PLANTE AREA
0
0
.... ..... .... .......
0 Q�
0 iz]
Ld a
LU UJI
LAWN 0 Of
Lu
Z >
0 0:
(TYPICAL)
320
..... ... ...
HDA BENCHMARK "BM-2"
C)o
>.
C) Lu
z >
w
MON. IN CASE
N 190115.6449
RIM=327.67
FACE POWER POLE
0 z
I.E. 12"CONC.(N-)3 15.21
0 0�
0 0
S. SIDE N.E. 24TH ST.
310
E 1306860,0694
cu
a
OPPOSITE HOUSE #2709
a
Z =
Lu CL
Lu a Lu
Ld
0 Ld
4x 10"
C) Lu
Z >
`
.......... .........
LAJ
MLLJ 03:
UJ
E
TF OF' 12" PVC SS 0 0.54X
LAWN z
0 CL
CEDARS
0
... .......
w
. ...... .........
.........
LUCO Z
co oc Crf
LAWN
LAWN
C
gcz Ul
0
L
_j
Fz 4C
02
LAWN
OF TEST BORE
z
D....................
2, :
ca in
........
.........
ZI
...................
w ': : ... * ****' * .....
GROUNDWATER: LEVEL
..... .... ......... .........
BELOW- BOTTOM - OF - TEST- BORE- -
q
......... ......
uj
300
..... ...
In >_
ZLj
X25 3:
Of W
ALL WORK ON THIS: SHEET IS SCHEDULE "B":
z
04 cc Lu
0 be
LLJ
U)
w
290:
Lai
Z cf) 1�-
0 —
Emil
w
S4*2048
q
290
ca
oc
W —
2"STW G
.........
.. ........
........
........
Lu
Lij
(w)
P
--LAW
........ ....
.. . .......
PLANTER EN B XE-&—
w
PROFILE SCALE
w a
aw
02
0
VN
.
NC.
EXPIflES
w 1 " ='2'0' w
E
0 uj
0 Q�
d w
LAWN
..............
LAWN
ui
.........
U Lu
z . -2�
.........
VERT. 1
........ ................ .................. ...........
. ...... ......... ......... ........ ............
C:)
E-
2
?80
0 cr
0 [if
W wp —a7 JAK2
E- 3Q-
SCALE 1 "=20'
z
=1
0
E_ E
CITY BENCH MARK J1937
Ln
ROIILL 161
014
lA 1r
aiN
. m
ELEVATION. 317.23 FEET
LOCATION. Intersection of NE 25TH ST
& Edmonds Ave NE.
3
DESCRIPTION. 2-112" brass disc an
conc. mon. 0.4 feet In
mon. case.
z
3:
0 a
INSTALL 80 LF OF 8" C900 PVC SS @ 0.4Y TO
N 190196.2535
34.0..........
E 1306858.8511
........
......... .........
......... ................... ......... a .........
.......
......................... ................. ..............
INSTALL SURFACE CLEANOUT TO EXISTING GRADE
---------
IE OF 8" AT C.O. = 311.42
0-
n_
CB
RIM =328.1 1
p
I.E. 12"CONC.(N)=326.51
TEST BORING
xo
ox
offi
I.E. 12"CONC. (WSW) =326.21
0
_' INSTALL NEW WHEELCHAIR RAMPS
>
>
33
...............
LAWN
C) ui
z �:
0 r
0 w
WN
0 (If
...............
E,
C NC- 16 "
00
.W 11 LAWN
T
I AWN CONC. WALK
C,4
6" TEST
5" GRAVEL
A.
<) ORING N.E.
24
ST.
BH-7
6"
..................
SSMH #22
.
Lai
...
.....
ASPHALT
...... ...
vp
G
2
STW w
p
W
I
AWN— P
NC. WALK
0 0
0
LAWN 12"PINE
6"PINE
z
6
C) ui
Z >
PLANTE AREA
0
0
.... ..... .... .......
0 Q�
0 iz]
. ........ a .........
LAWN 0 Of
Lu
Z >
0 0:
04 ...
320
..... ... ...
HDA BENCHMARK "BM-2"
C)o
CB
SET RR SPIKE IN N.
w
RIM=327.67
FACE POWER POLE
I.E. 12"CONC.(N-)3 15.21
S. SIDE N.E. 24TH ST.
310
X:
0:
I.E. 6"PVC(S)=326. 2
a
OPPOSITE HOUSE #2709
a
Ld
310
ELEVATION = 332.70'
I
`
SSMH #22
NEW 48;"3SSMH WITH OUTSIDE DROP
Cn N 1901
< .4125
E 1306862.3713
RIM = 328.68
,
IE 2" E = 311.00
IE 12 "W= 318.76
IE 8" N = 311-10
34.0..........
........
......... .........
......... ................... ......... a .........
.......
......................... ................. ..............
o .................... --------
---------
3.4..0
0-
n_
p
TEST BORING
xo
ox
offi
0.
0
33
...............
ao
_: - -&
- -: ......
...............
E,
00
BH-7
w
330
!Z1
.......
..................
.
.. ...........................
...
.....
...... ...
0
0 0
0
as
_.32.0
0
0
.... ..... .... .......
.. . ... . .........
. ........ a .........
. 2 66 LF OF 12" PVC ss f .50y
......... .......
.. ....
04 ...
320
..... ... ...
u
w
310
X:
0:
a
a
Ld
310
.......... .........
LAJ
TF OF' 12" PVC SS 0 0.54X
..... ...................
.. ................ .........
... .......
w
. ...... .........
.........
4'PROX. BOTTOM
0
r
OF TEST BORE
z
D....................
2, :
300:
........
.........
ZI
...................
w ': : ... * ****' * .....
GROUNDWATER: LEVEL
..... .... ......... .........
BELOW- BOTTOM - OF - TEST- BORE- -
q
......... ......
uj
300
..... ...
Of W
ALL WORK ON THIS: SHEET IS SCHEDULE "B":
JAN. 15, 1998
U)
w
290:
0 e
w
S4*2048
q
290
.........
.. ........
........
........
..........
--- ......... .........
q....
........ ....
.. . .......
A
w
PROFILE SCALE
w a
EXPIflES
w 1 " ='2'0' w
..............
280:
.....................
.........
........ ......................................
.........
VERT. 1
........ ................ .................. ...........
. ...... ......... ......... ........ ............
?80
MT1_6
W wp —a7 JAK2
.........................
=1
TCANNFn D EC 10 1 ".Q
ROIILL 161
014