2. Streets(09 bZ6)L
00 1
0 I
C.S.A.H NO. 18 (LYMAN BLVD.)
ENTRANCE
MONUMENT
; _ J BERM BERM
�- - --_ - --_ --_ - -
Station
JTLOT E
- --_ - --_ --_ -
/
/O 't26 --- -- - WILLIAM BRCS. PIPELINE EASEMENT _ OUTLOT A
❑
Delta Angle
) �,nE/ / cns cns cAs cas cns cas cns cns cAs cns cns-
0+00.00
-
_2 SETBACK
_
I II IIIIII II. -I I
5\ Qe
20'S TBACK FR MEAS MENT
- TlZ6)�-(b'OZfi (fi'BL6) - T- T - - ]- -- -- -
1 2 IK� �I I� �I I� 7-T T - -
(Z'OZ6) (9 OW (0'LZ6)
1
100.00
�./ (b'LZB) (8'LZ6) 1 (9'LZ6)
II4'EL6 de 871,6 d8 6 I I 7
8J 11 II I I £ZL6d8 11 II 4 11 II 5 8 9
9"ZL6
1' Irl. inIII e
4" Topsoil, Seed
d8 II II 0"EL6 d8 I I b'EL6 is 8'£L6 89 Z'bL6 d8 1 0"bL6 U8
8�
g9 ZZ L"LZ5 dl O'LZ6 jl 9'OZ6 dl 8� 8� I II 8�
LZ6 UE1JI g'OZ6 SOJ 6
& Mulch or Sod.
FILE NO.
IL E'OZ6 d0 I
OZ6 dl 11 �E'LZ6 dl 1 G'LZ6 dl L'ZZ6 dl g"ZZ6 dl £ZZ6 dl
\ \ zs cuR6 IL 1 9'OZ6H0 I 1O'LZ6 HD II iLt'26 d0 II 4 9'LZ6 d9 11 111 ZZZ6 dEJ) L0 d0I o
Tack out - 2357
Surmountable
L -__J L ---J L----J�� 5a
L ----I L� \
Concrete Curb
100.00
---
12" -Class 5 Aggregate Base
25032'23"
--
a Vl�i✓I R 6 \J
-rT---TT__-
1+30.72
Granular Borrow (*See Note 7)
\
GF 921.8 GF 920.9-11 IL---_ 7 (-
$00 02'04.58"E
/
-
TF 922.1 II TF 9212 11 11 GF 920.8 1 GF 921.6 -GF 921.0 I- GF 921.4 3 n_
10' WO 1 91 wo I TF 921.1 I �GF 922.E 60
TF TF II
1+84.24
60.00
BE 912.1 1 BF912.2 I 9' WO TF 922.3 R ®
WO WO TF 921.7 1
18 it 17 BF912.1 9' wo 11 11 s' wo 11 11 WO Wo
BF912.9 11 11 BF912.3 11
S440 11' 55.24"E
88°1941"
BE 913.4 BF 914.0 /
Plus) ;
12Ilacop
IL_ 19-,D, I; 1I (766 15 li 14 13 II
2+76.74
�`'
w
JI II
L L . -J (911.7) I (91,.1) I (912.7) (913.3)
L_ I JI IL JI IL
S88" 21' 45.91"E
_ _ JI
F 9225 I I
- - - J - _j --_-- TF 922.8 U T
---J L_- _ GF 922.5 AGF 9
L 22..8
3+22.42
300.00
� II VIII IIIii - wO WO
VIII OUTLOT BF 914.5 BF 914.5
IIII III IIII IIII
S840 54' 24.74"E
6054'42"
liii q 11 III 10
IIIIII
3+58.61
(913.8) (913.8)
III IL I I I
II
J
5810 27' 03.57E
N
WETLAND BUFFER I I J J
-
3+90.48
300.00
i L ----J L-----/
S840 59'07 96"E
0
O
z
_
W
U)
I
950
940
930
920
910
900
50 25 0 25 50 100
890
SCALE IN FEET
n'ORt�
EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT
LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK HE AGREES TO BE FULLY RESPONSIBLE FOR
PL
( I III I I I V I I I I III
III III POND a1 -
Station
Drewtlawn-096.0
Length
NWL 899.5
Delta Angle
HWL903.5
O�� IIIIIIIIIIIIIIII I
0+00.00
-
19.46
_
I II IIIIII II. -I I
0
O
z
_
W
U)
I
950
940
930
920
910
900
50 25 0 25 50 100
890
SCALE IN FEET
n'ORt�
EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT
LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK HE AGREES TO BE FULLY RESPONSIBLE FOR
PL
15.0' CL 15.0' PL
Station
Lf o' to Back jA!S to Back
Length
12.0' 12.9
Delta Angle
Wear Course to be 1/2"
0+00.00
Above Edge of Gutter
19.46
3.0% 2.0%
5\ Qe
C1
1
100.00
49.39
1' Irl. inIII e
4" Topsoil, Seed
1 /2"-MNDOT 2360 SPWEB340B
& Mulch or Sod.
FILE NO.
Draintile
Tack out - 2357
Surmountable
2"-MNDOT 2360 SPNWB330B
Concrete Curb
100.00
44.58
12" -Class 5 Aggregate Base
25032'23"
24" MNDOT 3149.2E Select
1+30.72
Granular Borrow (*See Note 7)
NOTES
1. Minimum Right -of -Way Required - 60'.
2. Maximum street grade 7.0%.
3. Minimum street grade 0.75%.
4. 4.0"Topsoil placed in disturbed areas.
5. 2 Rolls sod behind curb.
6. The bituminous wearing surface shall be placed the next construction
n To,
placement of the bituminous base.
7. A test roll of the prepared subgrade shall be performed by the o er
in the presence of a city inspector. The city has the out
to equirc
additional subgrade correction based on the test roll.
& I shall be placed along both sides of roadway. See plate 5232 for
details.
MfOF TYPICAL
RESIDENTIAL
STREET SECTION
REVISED: 4-14PLATE NO.:
ENGINEERING DEPARTMENT 5200
FILE NAME: G:\ENG\SPECS\5200
FIRE NOTES
1. PRIOR TO COMBUSTIBLE HOME CONSTRUCTION, FIRE APPARATUS ACCESS ROADS
CAPABLE OF SUPPORTING THE WEIGHT OF FIRE APPARATUS SHALL BE MADE
SERVICEABLE
2. STREET SIGNS SHALL BE INSTALLED PRIOR TO BUILDING PERMITS BEING ISSUED.
FIRE MARSHAL MUST APPROVE STREET SIGNAGE.
3. PRIOR TO COMBUSTIBLE CONSTRUCTION, FIRE HYDRANTS SHALL BE SERVICEABLE.
ROAD 1
Number
Station
Radius
Length
Line/Chord Direction
Delta Angle
L1
0+00.00
BY
19.46
S2" 47'45.88"E
C1
0+19.46
100.00
49.39
S11021'16.18"W
28°18'04"
L2
0+68.86
FILE NO.
17.28
S25" 30' 18.23"W
DLS
C2
0+86.14
100.00
44.58
S120 44'06.83"W
25032'23"
L3
1+30.72
53.53
$00 02'04.58"E
23605-001
C3
1+84.24
60.00
92.50
S440 11' 55.24"E
88°1941"
L4
2+76.74
�`'
w
45.68
S88" 21' 45.91"E
C4
3+22.42
300.00
36.19
S840 54' 24.74"E
6054'42"
L5
3+58.61
31.87
5810 27' 03.57E
N
C5
3+90.48
300.00
37.01
S840 59'07 96"E
7004'09"
L6
4+27.50
DLS
184.35
S88° 31'12.35"E
o
C6
6+11.85
80.00
55.49
S680 39'01.16"E
39°44'22"
L7
6+67.33
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/�D?k?y`�v-
22.71
S48" 46' 49.96"E
MINNESOTA
WARNING
HIGH PRESSURE PIPELINE
Excavation and/or Construction Prohibited
Without compliance with State One -Call, AND
Without Written Permission From
MAGELLAN PIPELINE, L.P.
A MAGELLAN REPRESENTATIVE MUST BE PRESENT DURING WORKAROUND PIPELINE(S)
CROSSROADS COURT
950
940
930
920
910
900
890
ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANYAND ALL EXISTING UTILITIES.
-0+50 0+00
0+50
1+00 1+50 2+00 2+50 3+00
3+50 4+00
4+50 5+00 5+50 6+00 6+50
7+00 7+50
DRAWING NAME
NO.
BY
DATE
REVISIONS
USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF
I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS
sUR�
CITY PROJECT NO.
FILE NO.
EKLO BASE
09
DLS
07/26/16
WATERSHED REVISIONS
INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT
PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I
SERs
F'o
-
FINAL STREET PLAN
23605-001
DRAWN BY
10
MDM
07/26/16
GRADING REVISIONS
SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT
SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY
AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF MINNESOTA.
�`'
w
SATHRE-BERGQUIST, INC.
IJW
11
DLS
09/12/16
WATERSHED DISTRICT REV.
INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY.
^ p
V 1 n A
N
CHANHASSEN,
ARBOR GLEN
2
CHECKED 8Y
12
DLS
01/25/17
FINAL PLAN SUBMITTAL
o
150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000
DLS
13
MDM
04/07/17
REVISE SITE PLAN
SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE
USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING
/,J`- Lam, .,,n. IC/r l� -;v��//
/�D?k?y`�v-
.,.,
m
`�
GtiFRs
MINNESOTA
GOLF LAKE CONDOS, LLC
11
Daniel Schmidt, P.E.
DATE
14
DLS
04/21/17
REVISE SITE PLAN
FROM ILLEGITIMATE USE.
a P?2
04/08/15
1
Date: 01-11-17 Lie. No. 26147