HomeMy WebLinkAboutS-21622CN �
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NOTE:
N - SIDE SEWERS SHALL HAVE A MIN.
TOOTHE ADJACENT PROPERTY LINES.
_ SIDE SEWER STUBS SHALL BE 6 FEET MON. IN CASE
> DEEP AT THE PROPERTY LINE IF POSSIBLE. N 190145.1860
>` I Z F-- O I E 1305572.2009
5 Z W \XED,� THICKENED ASPHALT BERM
W 24TH ST WHERE IT PREVIOUSLY NEW 6" SIDE SEWER
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z t j ®18_L_F ®9.67 %CPEP r3 f B% �p� SSMH #� ® TEST o
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INSTALL THI ENED
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ASPHALT BE M AT I , 2.9 J I Z
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HDANBENCHM K "BM -7" E 1305303 48 SET RR SPIKE R N 'N M -6" 6; S I > Li
SET RR SPIKE IN N. _ Q
a - E FACE POWER POLE,
Y � �E FACE POWER OLE,
mN ON S. SIDE N E. 24TH ST. I S_ SIDE N.E. 24TH ST. I Q
= �I a » =20'
130'± W. OF BLAINE AVE. N.E. 120'± EAST OF BLAINE AVE.
SCALE 1 ELEVATION = 83.44' I ELEVATION = 304.11' I Q
u
a CITY BENCH MARK #1837
�a ELEVATION: 317.23 FEET
LOCATION: Intersection of NE 25TH ST I I I -
& Edmonds Ave NE. -
�? ® DESCRIPTION: 2 -112" brass disc on
`: - cant. man. 0.4 feet in
= man. case. SCHEDULE "A"
CB 25
NEW CB TYPE- 1 CERTIFICATION SCK D�
z N 190150.4126 '�L' of v� 1
30�o SCHEDULE "A" E 1305185.6521 1 HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL��'�
CB #23
_ yeB RIM = 282.50 282.41
G+ Cn
LOCATIONS OF THE TOPOGRAPHIC FEATURES SHOWN HEREON
� o �s� - ARE THE RESULT OF A SURVEY MADE BY ME OR UNDER SSMH 17
IE 12" S =� 279.32 d
(n <LL N - 1-90i4:r308,7 190142.71 MY DIRECTION. #
a E - ...... -P 1305184.84 ?> NEW 48
RIM = 382 -76 282.49 SCHEDULE A" c�� 2�ei1� N 90 19 139.83
IE 18" W =�- 5&277.50 CB 24 F_D_ RINGEL LS. 23613 DATE: f9�y yip E 1385565:4#.x7 13 967.30
NEW CB TYPE -1 RIM = 3-i:r.3fr 313.01
IE 12" N = 277.83277.65 N '.__'�'_ °__ 190122.49 E�IRES9 /n/
w IE 12" S = 27A.83277.95 E 1385186:0747- 1 3051 86.06 SSMH 8" IE 12" E = 365:9 30 .74
NEW 4I= 8• SSMH IE 12" W = 363:9E 303. 5
z ti RIM = 282 06 282.1 1 IE 8" N = X88:$5 303. 85
z o N 190136.5275 IE 10" S = 303.77 ul
o � � IE 12" N = 338: -BB' 279.69 E 1305297.4757
..s° 0 0 0 ..� RIM x'90.223 290.47
B' a IE 12" E = 282:32- 282.30
g 320 ......... .. ...._ /E. J2" -W X43-_ 28220------------ _--------- _-- -._... - J _.32__0.
a -
w 310 = - -
_ _- ------------- - - - - -- - - - - -- -- - - - - -- -- ------------ - - - - -- ...................... ..... ........ - .- ....... ............. . _......
310_
- - - - - - : TEST BORING
30.0
.......TEST BORING .:.........:. ......................... ............................... -. - -------------- - ----- -------- --------- - - -.-- ---- --- --- --- ....................
H BH -1 ~
W 12° PVC SS ® W
W : =
LF OF
290:. _
cn - - -- - - -- .. ................... .............. .... .........
2�
270 = 290
.CENTERLINE . ��� [n
W EXISTING
- _ GROUNDWATER LEVEL W
W _ JAN. 15, 1998 W
280 - - -= -
o N .
w ..._..GROUNDWATER LE VEL : ..........:..................: ...- pVC SS ® .-- - -:--- - - .. --
N
JAN. 15,: _ LF OF 12' . 5.22% 8 O-
181.5 - : OF TEST BORE
270: -6& LF OF 18" CPEP SD ® 3:834
....................... _ ................. ...7.3....................2.99% ...... ............................... - ---------- - -- - - - - A STORM: PIPES- WHICH- A -
ALL WORK ON THIS SHEET IS SCHEDULE -B EXCEPT 270
- CB- - #23; : 24; - 25' :AND ALL M : P - WH - RE
PROFtLE SCALE SCHEDULE "A" WORK
HORIZ. 1 " =20'
260:.... VERT. 1 " =10'
. ..._ ... ..... ... .. ............... ... ................ -.... ... - - - - - 260:
LL o APPROX. BOTTOM OF TEST BORE _ IL 2 OT
w z SWP's %�l�lij W„rr = a ELEVATION 253.00 SCANI�1tD JUL 2 % 20(11
rA
R'qqwLL 173 037