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HORIZONTAL & VERTICAL CONTROL
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MONUMENT
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INT. OF N 6TH ST & WELLS AVE N
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FND 4"X4" CONC MON IN CASE
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w/1-1 /2" BRASS DISC w/PUNCH MARK
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N = 510599.5770
E = 1629530.1150
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MONUMENT
INT. OF N 6TH ST & BURNETT AVE
N
1
FND 4"X4" CONC MON IN CASE
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W/ 1-1 /2" BRASS DISC W/ PUNCH
MARK
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N = 510605.1020
E = 1628973.1330
ELEVATION = 30.36
BENCH MARK
TOP OF SW BOLT OF TRAFFIC
ill
SIGNAL BASE AT THE NE QUADRANT
ill
OF INT. OF PARK AVE N &
N 6TH ST
ELEVATION = 32.37
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tp
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STA. 40+00
INT. OF N 6TH ST & ALLEY
N = 510600.93
E = 1629393.37
1
I .H =
CB 9635
1
RIM 29.93
8" S. 26.93
1
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SDMH 10346
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RIM
Y
8" N.E. 25.72
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AS -BOIL T INFORMATION BASED UPON
FI EL D S UR VEY PERFORMED SEP 17, 2008
B Y PL S. INC. SIDE SEWERS SHO WN AS
L OCA TION OF TEE ONLY BASED UPON
TELEVISION INSPECTION.
8 E. 23.65 1
24" E. 20.93
24" W. 21.17
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EXISTING CB
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806N6TH ST
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II RIM 30.72
U 8" S. 20.14
24" E. 20.14
24" W. 20.14
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533 WELLS AVE N
525 WELLS AVE N
541 WELLS AVE N I i
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✓PE l CB
REPLACE ALL EXISTING j
40+51.0, 8.1 L
:SIDE SEWERS WITHIN TH� i
(ALLEY RIGHT--OF-WAY
6" SW = 28.50 11A/I7-LJ iZ11 01 //-1 /7-v01/-1AI ►
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WELLS AVE N.
----i-------------------------- r---------------------
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--- - NLE#2 �\
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BOARD ENCE
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I RIM 30.26
t 6" CONC W. 27.88
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"SPEED 10"
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546 WILLIAMS AVE N
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SIGN
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�\`STREET ID"
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CDC3
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ICB 8170
RIM 29.74
M 4" CONC W. 28.30
6" CONC E. 27.99
6" CONC W. 27.98
CB #9521
RIM 29.78
4" E. 28.40
6" CONC S. 28.26
540
AVE N
INLET #3
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CB #8164 j
RIM 29.87
TWIN 4" ADS 28.20
6" CONC E. 27.65 I
534
WILLIAMS
AVE N
523 WELLS AVE N
SSMH #8162 w l
RIM 30. oaG,
3" IRON S.E. 25.75 -G
6" CONIC S.W. 25.75
8" TILE S. 25.75
8" TILE N. 25.75
RIM 30.08
6" CONC W. 28.51
WILLIAMS AVE N
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523 WELLS AVE N
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CB #12094
z RIM 30.49
4" PVC E. 29.55
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6 CONC N. 28.74
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---__-__
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- -- - - - - - - -
- - -
(�
BOARD FENCE
1 522 WILLIAMS AVE N
NEW INLET #2 NEW INLET #3
STA
40+76.3, 3.5 RT STA 4'' ` "` ^ T- 42+04.8, 3.0 RT
RIM = 3e. 69-4 RIM = 29.60 RIM = 38-94-1-- 29.79
1E 12" N & 6 - 12" N = 25.50 12" S = 25.40 /E 12" N & S = zig-99-26.45
1E 6" W - 4" SW = 27.90 /E 6" W = :26. 68- 26.90
41 + 00 6"NE=28.60 42+ 00 REMOVE42+41.24 43+ 00
..... .............. .......... ...... ... .... ...... STA ....... .
EXISTING SSMH #8162
RIM 30:38'
IE 3"(SE) 25.75'
REMOVE IE 6"(SW) 25:75'
5 0 0 0 0 0 0 J a C) w IE 8"(S) 25..75'
o a O w o EXISTING CB REMOVE IE 8'' M 25.75' . . . . . . . . . . . . . . . . . . . . . . . . i=.. . f= . .f= 1= .� . �. w
v v v z cn : v J O< RIM 30.95 EXISTING CB
oa oao0 oa, oQ xL X IE 4" W 28.30' W
Jw'JwJ= J oD x. O� ( ) RIM 30.08' .
0 o w c� J O Wiz : O N of IE 6"(E) 27.99'
() IE 6"(W) 28.51' W
xo a-.
0 0-0 -1 p io . o in CL d a IE 6 (W) 27.98
o Q�,. Q Q W
__. _. 30a a _30 Q a . . . . . . . . . . . .NOTE.". :
1. RECONNECTALL SIDE SEWERS 187 LF of 12" CPEP @:0.94 % ;TING 8" STORM
55 LF nn / , d �,� ., REMOVE EXI
56
of 0.0 % 125 L•F of 12" CPEP @ 0.84 %
0: 0 0000 0 12" CPEP @ 0 " W
25
25 0 �......... ....... .....
................. QLv
Qw oz
o.
C)z J= .
00 W '^
J� 0W n ..
U J
w - 42+ 16.7, 1.8 L T
XJ ��
REMOVE EXISTING 8" : STORM 0.:68% - '
2 206 LF of 8"PVC @............:...... MH B 2 0
/ T..................... �..
..........
...
....
.a Q .... ........................
Q NEW 54" TYPE „B„ MH M
EXISTING SSMH STA 40+06.9, 0.7 L T -31197919 RIM = 29.94
EXISTING STORM :SEWER RIM 30.72' /E $" N = 22.9
CONNECTS TO 24" W/ TEE? IE 8"(S) 21.14' RIM = 30.58 _ :
15 ..
ELEVATION UNKNOWN? IE 24"(E) 20.14' - 1E 24" E&W = 20.0
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .IE •24"(W) ' 20.14,. . . 0 S . . . . . . .
IE
S S - 21.6 (�
�- HoRNs� 30 LF of 12" CPEP @ 0.5% REMOVE: EX. OUTSIDE DROP
-1 F. 329804
WAS
RIM
30.65'
IE
8"(NE)
25,72'
IE
8"(E)
23,65'
IE
24(E)
2C.93'
IE
24"(W)
21.17'
1E
12" S
= 24. 4-23.9
NEW TYPE I CB #1
STA An�2n- n oT 40+19.6, 2.3 RT
RIM = 39.9-�-- 30.03
lE 12"N&S=z`W-40N=25.40
\ S = 25.50
40+ 00
..... I.........
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. . . . . .. . . . . . ` SURVEYED: SCALE. DATE: 2009
"- ' HORIZONTAL- NAD 19 3/1991 �►
���'`� �FC/STER�� ��"�� SCALE DESIGNED: 1 -20 ••- CITY O� 2008 SANITARY SEWER REPAIRS FlELDBOOK:
�sS/ONAL ENG\ Horiz. 1" = 20' DRAWN: � R E N TO N PAGE:
MAB DRAWING NO:
_..... ONE INCH DATUM Alley. in the 500 Block between
Vert. 1" = 5' �_ AS -BUILT MAB 2 2009 CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. S - 4
EXPIRES 8 21 09 IF NOT ONE INCH Wells Ave N & Williams Ave N
NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY
LH SHEET: 4 OF:
10
ISI-131219181