02 - STRT - FH 0830170'1 30'
Moa 1' Oraln{Ile
& Mulpcb �or SoOtl. 2'-MNO01 2350 sPWEA340C
t e TackANoat 2357
Surm untaba 2" OOT 2390 SPNW63306
a .ata �rb
12 Cl -se
Ganlar0OT Bo 3ow0(28ae Note 7)
Not I. scale
N"TF=
4. fi T p of pl d d' t bed areas.
5 2R11 dbb'd b.
I T m g r p t t so-�ero�
f.9
dd t' bg d b d tb t 1. Y t. 4
ela rI.,h.11 b,, ".Pa p.1..q b.th 9ePs o d s.P plat. 5232 roc
ffff
�� TYPICAI.
WMER RESIDENTIAL
STREET SECTION
LNGINLLRING DEPARTMENT .E uo" 5200
BILE SAND I A/
1010
�W
a a
1000
\((9)gA -
3
= - = 4
//pl0
\---- 6 C3 p p O
4
�o GF9 ♦ \\ \\ I pl TNH-9
AR w
aa. 0� s A
�
G.
p i d e �.A ♦\ V I
s6eas
00
/411
� � �� / / / y .♦oao / A �O Ary'/a �- QD SA j
b
`I&
\
REMOVE
m CONCRETE
0. WALK \ R OVE
�•' 'fi• 200 SF TEMP
TURNAROUND
fijvu$V \ 71"F
Pond #1
LVC:249.35'
LOW PT STA: 2+82.27
LOW PT ELEV: 973.59
PVI STA.1+57.60
PVI
ELEV :977.24
K:35.25
FAWN HILL RD
990
980 \
=No
SEE CITY DETAIL PLATES 5215A -D FOR FOR REMAINDER OF PEDESTRIAN RAMP DETAILS.---- -------- ----- - -- -------- -------
970 -
960
950
lie
REMOVE/BOULDER _
WALL /SND PILE�OR I 50 C
i WALL L5 2\ I
15
NG \ I
LIGHT
1010
nw
> U
LVC:196.2T
��-
>
---- �,
Radius
STA: 5+07.88
ST LOW PT
Delta Angle
_..
0+00.00
LOW PT ELEV: 968.43
-.
v�
PVI STA:5+07.60
120.00
87.44 $20' 52' 27 53"E
41°44'55"
PVI ELEV:967.00
1+05.22
Ym -
u,
----K.33.64.
w
- -_
-2.93%-
2.93°/0_
300.00
238.06 S22° 4358 94"E
45027'58"
L3
3+72.32
122.34 $450 27'57.88"E
C3
4+94.67
275.00
217.43 S22° 48'57.17"E
45018'01"
C4
7+12.09
150.00
198.09 S370 59'51.44"E
75039'50"
L4
9+10.18
I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS
PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I
AMA DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF MINNESOTA.
A � S ,^ ���
d i'v/
109.59 S75° 49'46.41"E
SATHRE-BERGQUIST INC.
150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000
Bentz Court
1010
1000 1000
990 990
980 980
970 970
960 960
950 950
1 I
I
I
I
I
PVIS: 0+00.00
PVIE: 968.43
STREET NOTES:
1. ALL PUBLIC STREETS ARE 31' BB UNLESS OTHERWISE NOTED. CURB
DIMENSIONS ARE BACK TO BACK.
2. SEE DETAILS 5200 to 5244 FOR STREET DESIGN STANDARDS.
3. ALL SIDEWALKS SHALL BE 6". CONSTRUCT ADA COMPLIANT PED RAMP
AT EACH CURB AND OR/ROAD INTERSECTION PER STANDARD DETAIL
PLATE 5215.
4. ALL STORM SEWER STRUCTURES SHALL BE EXPOSED DURING STRING
LINE OF CURB TO ENSURE PROPER FIT WITH PLASTIC RINGS.
FAWN HILL RD
Number
Station
Radius
Length Line/Chord Direction
Delta Angle
L1
0+00.00
17.79 S41 ° 44' 55.05"E
C1
0+17.79
120.00
87.44 $20' 52' 27 53"E
41°44'55"
L2
1+05.22
29.04 SO° 00'00.00"E
C2
1+34.26
300.00
238.06 S22° 4358 94"E
45027'58"
L3
3+72.32
122.34 $450 27'57.88"E
C3
4+94.67
275.00
217.43 S22° 48'57.17"E
45018'01"
C4
7+12.09
150.00
198.09 S370 59'51.44"E
75039'50"
L4
9+10.18
I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS
PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I
AMA DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF MINNESOTA.
A � S ,^ ���
d i'v/
109.59 S75° 49'46.41"E
SATHRE-BERGQUIST INC.
150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000
Bentz Court
Number
Station
Radius
Length
Line/Chard Direction
Delfa Angle
L5
0+00.00
-
Tow o3
277.85
N46" 09' 16.70"E
RSM O5
BENTZ COURT
LVC 50.00'
--- LVC:103.18' ----LO N PT- STA: + ,94 cu m
----- --LO N PT ELEV: 97(l.71 w w
--LOW PT STA: 0+3691 1 IVI STA: 1+53.9 -- a
--. LOW PT ELEV: 967.99 -. VI ELEV:971.9
_ PVI STA:0+5859__ K31.00
PVI ELEV :967.26 I
K:14.95 mo, NF. _.
i
v�
8
\GaoGND
1000
990
980
970
960
950
9
Z
Q
LL
9 Iz� V N
6 co13 K1
-0+50 0+00 0+50 1+00 1+50 2+00
r ,r O W f^O% m V
K1 V V M 15
2+50 3+00 3+50 4+00 4+50
N O y O W
5+00
N O S O V ro ro lo r V M O N
5+50 6+00 6+50 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50
EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE
CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING
50 25 0 25 50 100
UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY
AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY
NO El El El El ISI
"
AND ALL EXISTING UTILITIES.
R T�
SCALE IN FEET
DRAWING NAME NO.
BY DATE
REVISIONS
USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF
INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT
SATHRE-BERGQUIST,INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT
SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY
INDEMNIFYE-BERGTHRE-BERGQUIST, INC. OFA RIGHT RESPONSIBILITY.
SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE
AT OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING
FROM ILLEGITMATE USE.
I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS
PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I
AMA DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF MINNESOTA.
A � S ,^ ���
d i'v/
ERs Sll
RAF'
o
w m
o ,,,, �
m y
s
4•
c FRS v�P11
SATHRE-BERGQUIST INC.
150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000
CITY PROJECT NO.
STREET PLAN
FAWN HILL
H P HOLDINGS, LLC.
FILE NO.
37865-001-200
BASE FAWN 01
CAW 07/07/17
TCW 07/12/17
- - 07 18 17
Tow 07/,6/,7
- - - - -
TCW 07/31/17
TCW 08/30/17
-- - -
- - - - -
RPBCWD COMMENTS
COUNTY COMMENTS
- - - - - - IT - O M - - - - - -
CITY COMMENTS
- - - - - - - - - COMMENTS -
_ _ _ _ _RPBCWD COMMENTS
-
CITY COMMENTS -
----- ---
- - - - - - - - - - - - - - - -
-
DRAWN BY 02
CHANHASSEN,
MINNESOTA
-
Tow o3
02
-
CHECKED BY 04
RSM O5
DATE
ROBERT S. LSTAD, P.E. /
Data: O �� �7 Lic. No.-pEiZB
06/14/17 -
9
Z
Q
LL