ResWH_3I%
I
7Drainage and Utility Easement,
py� ---- —— —��%� ----"---11—------
\ / %N
N
I t I -Retaining Wall
Lining _R
wall ,,
o O
1 II II enchmor
Hydront
Retoirui.y_ Elevoh'on=940.06 Feet
\ / toining_ Wall P v �od House N
\ Centerline of \ I \ / / Woll �� ' �r to (N. G. V. D. 1 29)
C. S. A.H. No. 1 \ I Landscaping- - / ` 1 I I I REMOVE CURB
4 /` Retam;ng AND GUTTER,
I De e k 1 1 P/ STA. = 1 +89.97 I I � �Wol! -AND
TCH DRl vEWA Y
\ p \ Ii I Retaining House - - - 1 1 D 22�2_51 I _ ; /' W1TH CONCRETE
c� \ I I Sete, \ R=81.00
71 -.
�� L-- = 31.71 I I �I ./ �
\ \ I I o�G od — — — � — — — — — — c ;�' -MATCH EXIST. CURB &GUTTER m
o Z \ 0 c, K
�s, i t
\ o \ Q / /�'F. }, j / �, 25 ^� CB 1 / 0+00 -1 + 30
� c � III
��� CB2 j I 1 + 00 -_ \-\ W -
\ - -7 I I r 1- ¢� ' 1 �//. r j / 21k0m-I�- \ \ t`Bitu inous� =1+0o S S
o"_ \ \ / O / / mac; Q�c j / �� U RT I N W \ �� >"..\ Road
J) III
+c O p�\ _ = -� v� VAG vv2 g t CBMH 1
/3 SA WCU T & MA TCH EX/S T. BI TUM/NOUS
_ REMOVE EXIST._ _ ,�
• Zc� \ ` F,DRIVEWAY 6� ` `
\ \ O�n v= 913.'`� f i / r �\ g \ �\ \ . TMA TCH EXIST. CURB & GU T TER
etain�� -
— — — — Ti Gurb and htittr
� �• _
CBMH2 / r� I I �'� ` �„REMOVE EXISTING CURB,
10 \ GUTTER, AND BITUMINOUS.
O \ \ % \ C Crete_ \ \\ I RESTORE ►MTH SOD.
��`Bite inous Apron I 1 �O\I SEE DETAIL B / \
I I Drive o \// w I I I-CONNEC T T EXIST. CBMH
917.82 SEE DETAIL A v .<
O p\��(I I / \ r ~ \ I I \ REPLACE EXIST CASTING
O \ Qe� I I I j / / / 10 101
( �W/NEENAH R-256
••�..•+ .SURMOUNTABLE CU 6
GUTTER, TYP.
�► \\ -
Z / / o / / I �` CUL - DE- SAC I I I — — -�
DETAIL I I Deck
W Inv=920.37 Delineated I MH1 —
ff � W v_ / Wetland w ( I I
\ = 91 .9 i F In v= 918.70
House
FES 1 I 7 I
Inv=917.5-' , I
j \ � I J i 8 I _ etoining
3 �c\ \ 1 0 o Storm Water Pond �� 10 10I Walt
Q3 �o \ \ \ 1 cW , Top of Wafer Eler� ----- ---�/� I I V)
oc o•� \ �.' = 91712F' / L 03~
OT A � Droinoge and tility Easement —?_ S
— C R' L -* —
\ T Lon ping - -iE m� S`, / W
\ I J _ Rip Rap --
SC,
/ W
1
ST
c�
-Rip Ro , W STMH
11 \ Cg 92`t•36 -Rim=928.4
j \ In\vd917.64- /e —Ritn'g20.61 Inv=921.43
LL coping "11-1� a�ntab In`--
-Curt) and
er
I �f -30" RCP Gott
-24" RCP B urmountob e
Rim=939.95_ Curb and Gutter SS W
Inv N=930.04 S SS SS
W W —fi r W--,WJ.-44 — v W W W
196 TH LAME NW N
0 50 100
=eet
SCALE: 1 "=50'
CUL-DE-SAC DETAIL
1
N 1
/ / J
SCALE• 1 "= 30
Well /
` I I
1 I I
—J L--
/
/ O !�
/ �CB2 0 l ��. ?, gg, 2.9% �k ^ ao I
N C
00
Gw 2
3+6
\ 3+04
�N3 0B i
93
SURMOUNTABLE CURB_
& GUTTER, T YP.—
�, 00
CBMH2
/ I
2.0% /
/ � I
I
LEGEND
931.80 X denotes Proposed Spot Elevation
denotes Proposed Droinage
•; •
6 T
H
1
1 0 LJ R 1"m N 11V
970
VP/ STA = +09.99
970
PV/ ELEV = 936.23
PROPOSED
CENTERLINE
PROFILE------.
L=100.00
960
EXI S TING
CENTERLINE
ROFIL E - �.
` E = 0.08
LOW POINT STA=1+59.99
960
DFT`�
L
W POINT EL V=935. 0 1
PETAIL
I
Q
PROPOSED PROFILE-
- - • �• ^�
I
o, o
ai ^ O
O
11)
PROPOSED PROFILE- - -•..
950
EXISTING P
OF/LE- \ ao a
\
ai O
h
o+ o
�
EIS TING PRO ILE—
950
+ co O ,
N ��
to
I
j
II II o+
\
I ; rn
Ln � o `0
J r71 O
II
I II
° Q W II
II I ?
REPL ACE E lS T. o�
►�
Orn)
II II
00 W LIL-ASTING_..
`* ,
ao
CI+to
�
� v�
rn
W
c6
+"�
W/NEAH
o+c)L0,
940
N
N
n
j
560
940
_
~
LU— II W
� m N
I j >
V�
A
RCP 3
— �— C2 V
..
15 RCP FES W/ .� II
- -
� WV
Q W o � m
-3 p0%
Q 1.249 \ W �
"
TRASHGUARD & 5.8_..
I
Ln � v I
\ 33
r —
®1
F 12 RCP
24%
CY CL IV PRAP
6 �C o
CONNEC T O �.. I
930
/NV 91 8.00 1
i
.� RCP n � N
_2.3`�
EXIST. CB H
F 12 I °�
/
12" RCP—='
INV=932.7 (VERIFY) ►.� O O
930
N
j
12"
RCP ---"'II
'")
rn o04
rn II II
1 C6 of
?
o
r
920
28 L>'= 15" RCP_ !e/
Z
2
°�'
'�
I- �,
920
F3 50 3
Lr�
0
2 ? J
o
?
cn 2
%�_64 LF
12"RCP
>
�
W
910
2 ?
Z
910
aW
N �C14
N�
��^
N
ton oC M�
�
O
rn
900
N
N "��N
ai �f
�
er h
�oIQO �0 oi,oi
N
rn o,rn
O�rn
rno
rn;rn rnrn rnrn
rn
0)
900
8+00
r�WMA
L•ral•
WWAMWA
r:AK&•l.
J •r C/V
L'i VV
WHIMMA
ARAWPJ
ffiffiIMIRM
f�sZ�1�J
AWPJ
-4+50
SCALES:
1 "=50' HOR
1"=10' VER
STORM SEWER S TRUC TURE SCHEDULE
S TRUC TORE NO.
S TRUC TORE SIZE
CA S TING
C81
24"x36"
NEENAH R-3067V
C82
24 "x36"
NEENAH R-3067VB
CBMH1
48"o
NEENAH R-3067V
CBMH2
48"0
NEENAH R-3067VB
EXIST. CBMH
48110
NEENAH R-2560
MH1
48"o
NEENAH R-17..3..3B*
*LABELED "STORM SEWER"
REV. NO.
DATE
BY
DESCRIPTION
DESIGNED DRAWN
CSO TJB
CHECKED
PEO
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR
UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA. f �y
C� (/
www.ottoassociates.com
9 West Division Street
TTO Buffalo, MN 55313
(763)682-4727
SSOCIATES Fax: (763)682-3522
1 Engineers & Land Surveyors, Inc.
RESERVE AT WOODLAND HILLS
P.O. Investments, L L C
ELK RIVER, MINNESOTA
STREET &STORM SEWER PLAN
196T HCOURT N W
PROJECT NO:
20-0361
1
5-26-21
N.N.B.
Client Nome
2
6-7-21
J.R.H.
City Engineer Approval
SHEET NO. 3 OF 9 SHEETS
DATE
4-12-21
Paul E. Otto
DATE: 6-7-21 LICENSE NO. 40062