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1. E. 24"C0NC.(SE) 229.77-/
I.E. 8"C0NC.(SSW)-238.01
r' / ! ( \ Al I )f n n
r-' ' ' RIM 242.17
12"(E,NW) 1 0"MAPS
INV E 230.09
INV NW 229.99 8"FIRS
2x8� HEVLOCK
01
°2 i
SSMH # 1
" SSMH
REMOVE EXISTING MH AND REPLACE
Q EX. "
lZ - WITH NEW 48" MH WITH OUTSIDE
wo N 191346.5039
W0 E 1303936.9951 DROP
RIM = 243.49 243.51 N 191 03 "6'= 191304.89
IE 12" NW = 9. 7zo 229.66 E 13 03 9 9 9. 7 1303998.57
RIM = 22. 224.01
IE 16" SE _ "�4 230.21
z IE 16" SE = 236.87 230.21
W U U
o z N z o 1 E 16" SW = 230$"k 230.91
V) Z D o a `' IE 16" NW = 03 230.11
Cn a= IE 16" SW = 236.62
Q N
tn
IJ
t CB #1
NEW 60- TYPE-2 48
L N 19130 ""Z 191310.66
Z E 1303983.20
W
RIM = ''�= 242.48
o Of IE 28"O.D. S = 23frBB 236.67
I _ _ 0 N IE EXISTING 15" SE = �3� �36.05
oC o� o o< IE 24" NW = 235.20 234.78 I
W W W>
z Z Y O
o Ko _ .... EX. CB
N 191320.8596
E 1303967. 1 Z24
RIM = 243.09 I
IE 15" SE = -234.89
27.0:... .. ....IE 15" NW 234.89
----------.. L.-............:....
Q
U U �
EX SSMH "B" I.E. 15"CONC.(E)=235.96
RIM 243.51 E. 15"CONC.(NW)=235.86
12"(SE,NNW) INV NW 229.66
INV SE 230.21
SSMH #2
NEW 48" MH
N 19128566 191278.70
E 1303987.7 "' 1303986.48
RIM = 345.8e 243.76
IE 18"O.D. S = 237.15 237.09
IE 16" NE = 2.�T 236.99
EX. SSMH „A
N 191284.6698
E 1304026.6393
RIM = z 1- 247.17
IE 12" E _ �� 230.09
IE 16" NW = 230.16- 229.99
G
U U
w
1 2"ALDER
! i0vay04.z)zly i
i
NEW 6" SIDE SEWER
(TYPICAL)
HDA BENCHMARK "BM-19"
SET RR SPIKE IN NORTHWEST
FACE OF A DYING 12" ALDER
ELEVATION = 241.58'
NOTE: / I
FILTER FABRIC FENCE SHALL
RF CONSTRIICTFD AND /MAINTAINFt) l
NOTE:
SIDE SEWERS SHALL HAVE A MIN.
SLOPE OF 2% FROM THE SEWER MAIN
TO THE ADJACENT PROPERTY LINES.
SIDE SEWER STUBS SHALL BE 6 FEET
DEEP AT THE PROPERTY LINE IF POSSIBLE.
THE CONTRACTOR SHALL PROVIDE
SHORING PER THE SECTION 7- 08.3(1)B
OF THE SPECIAL PROVISIONS. (TYPICAL)
ANGLE POINT -IN - 1 "' , , / / / 3 0 i R -
0. D/ HDPE- SSA LINE, / / /�'�I W
N/19a'045.6-06_4� �� /2x66jH 4Y /
-'
W
SSMH �- 43
/ / Z
V)
� �EST/B❑RIN❑
/ / W/
BRIN,❑
V
STORM / �WGLE/POINT 1281�"` / / / / / �30 FIB /
i
- / D. HDP-E SSA LINE
/ I N 1910/45. 5 910 / / 15 UTI TY iEASE4bNT / ��,30"FIR
/ E�13039831389i4 / / / / / /
X i
�° � ��-Z-X��Xi X�_X
�, X �_
SSMH #3
NEW 48" SSMH
N 191664.17 191005.81
E 1303986.2 1303987.42
RIM = 258.00
IE 16" SE _250.04 248.69
IE 16" N = 2-56.14 248.59
4' MESCIV
FACE OF A 30" FIR
- - ELEVATION = 260.81 '
I
NOTE:
ALL UNDEVELOPED AREAS WHICH ARE
DISTURBED SHALL BE HYDROSEEDED.
ALL DEVELOPED LAWNS SHALL BE
RESTORED WITH SOD.
SDMH #2
NEW 48" SDMH
N 191901.632" 191004.2
E 1303982.9 1303982.39
RIM = 258.00
IE 24" SE _ 250.13 248. 0
IE 24" N =�6 248.90
. .... THE-PR.O.P.OSED. HDPE_ STORM. AND. ........
HDPE SANITARY SEWERS LINES SHALL - -
HAVE A MINIMUM COVER_ OF 4 FEET -
AND A MINIMUM SLOPE OF 0 5%
CERTIFICATION
4?116 412 4% ( 0 -216 2 111
SCALE 1 "=20'
CITY BENCH MARK #266
ELEVATION: 247.87 FEET
LOCATION: Intersection of NE 28TH ST
& Jones Ave NE.
DESCRIPTION: 118" copper pin on 5"'
dia. round conc. mon.
0.2 feet down in mon. case.
I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL
LOCATIONS OF THE TOPOGRAPHIC FEATURES SHOWN HEREON
ARE THE RESULT OF A SURVEY MADE BY ME OR UNDER
MY DIRECTION.
F.D. RINGEL L.S. 23613 DATE:
TEST BORING -
B-9 -
:.........:... . ...270...............
...
to
FROM CB#1 AND SSMH#2 TO SDMH#2
m AND SSMH#3.
=................ 2.6-0------ .:......------------=---------=--------=--.......:.....----=----......................---=---------:---=---------=--------=-------------------:---------=---------------......_..------------------ ----- = :_............ 2-6-0--------------
TEST BORING - - - - - W _ -
W I - : TRENCH PLUG : HB-1 - -
W N 191 185.7205 : - J : : W
E 1303985-.7247 p _ r
_ - SEE DETAIL SHEET 18): TRENCH PLUG - �RpUN �
( N 191 134.5996 i 2 5 0
=------------ ----2-5-0------:------......--- ..............:........... :�x►sTN - - - --- :....... :.....
E -1303985.0902-------------- /
W (SEE :DETAIL SHEET 18) W -
- - - -W ------------ - _
:--_ _----- / W - - -
_ �-P-Pfl:F-- BOTTOM
-� -� - 3p4 LF OF 28" O.D. HDPE SD - - ROUNDWATER - LEVEL (n -
o @ MIN. 0.5% BETWEEN CB- # 1�� - NOV. 18, 1996
2-4-0------------- - AND. SDMH.#2................. .----�---- --- ---------------------------------------------------------------------------.2.4.0......--- .. . .
w
---- 276.55 LF OF 18" O.D. HDPE SS APPDX. BOTTOM
-- @ MIN. 0.5% BETWEEN SSMH -#2 OF: TEST BORE
---------
:IL I : AND. SSMH #3
_ _ SCALE
- 23.0 : ;�-- -- ----------------- ----------=------------------------------ --- -----PROFILE--------------------------------------------------------------------:.....
.2.3.0 _
LF OF: 16" C905 PVC SS @ 1.e% : : : : H 0 R I Z . 1 "= 2 0
: 76 : 0.1 % : : SCHEDULE "A" WORK " �� : VERT. 1 "=10'
LF OF 16" C905 PVC ss ® ALL :WORK ON THIS SHEET IS : SCHEDULE A
35 0.6%
- -SCHEDULE '-'A" WORK j� - z9- LF OF 16" C905 PVC SS Q 0.4N
2.2.0..... i .........SCHEDULE „.. WORK- -
...... .......... .. .. ---------------------------------- ------------------------------------ -----------------------------------------------------------------------
SCHEDULE „C" WORK'
,WP • 2�• 21lJi wWp �.1.�'s3d�2 SEE SHEET 13 :SE- 2 16 2 02
�-:CANNEO JUL,