Grading & Erosion Control Plan Revised 10-31-2014West 65th Street
B L O C K 2
GF 1062.7
TF 1063.0
BF 1061.5
(1.5' CRAWL SPACE)
X
1
0
6
2
.
0
X
1
0
6
2
.
0
X 1061.0
X
1
0
6
1
.
0
X
1
0
6
1
.
5
H
P
2 .0% >
50.0
30.0
30.0
10.0
10.0
X
X
REMOVE
SEPTIC
SYSTEM
REMOVE
24" TREE
X 1 0 6 0 .0
X 1059.0
Plastic CB2
TC: 1060.2
INV: 1057.7
6 "D T I L E
X
1
0
6
0
.
5
X
1
0
6
0
.
5
X 1 0 5 9 .5
X 1059.0
X 1059.5
X 1058.7
1059.2 X
1059.5 X
1060.0 X
1059.5 X
1060.0 X
Plastic CB1
TC: 1059.2
INV: 1057.2
6" COREDRILL
INV:1056.0
6"DTILE
6" D.TILE
INV: 1056.8
Plastic CB4
TC: 1058.7
INV: 1056.7
Plastic CB5
TC: 1060.4
INV: 1058.4
< 2.0%
6" D.TILE
INV: 1056.3
Plastic CB3
TC: 1060.0
INV: 1058.0
6"DTILE
6"DTILE
< 2.0%
2.0% >
< 5.5%
DRIVE
GRND WTR:
±1058.4
1
FILE NO.
GRADING & EROSION CONTROL PLAN
CITY PROJECT NO.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
INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY.
SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE
USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING
FROM ILLEGITIMATE USE.
DRAWING NAME REVISIONSDATEBYNO.
DRAWN BY
CHECKED BY
DATE
09/02/14
RSM
NRH
BASE West...
2
42425-001
---
CHANHASSEN,
MINNESOTA
2061 WEST 65TH STREET
SR
R
G
N
NE
ENIG
E
D
E
S
I
E
NN
SATHRE-BERGQUIST, INC.
150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000
S US
S
Y
R
S
O
E R
E
V
R
P L A
09/23/14NRH01 REVISE GRADING, ADD DRAINTILE
10/31/14NRH02REVISE PER SUBSOIL INVESTIGATION
JAMES BRUDOS
CONSTRUCTION NOTES
INSTALL SILT FENCE, AND/OR TREE PRESERVATION FENCING AT GRADING LIMITS, AS
REQUIRED BY THE CITY, WATERSHED, OR AS DIRECTED BY THE ENGINEER.
INSTALL ROCK ENTRANCE BERM
REMOVE NECESSARY TREES AND SEPTIC SYSTEM
VERIFY SEWER SERVICE INVERTS PRIOR TO CONSTRUCTION
DUE TO EXISTING TOPOGRAPHY, 1.0% GRADES ARE PROPOSED TO MAINTAIN
DRAINAGE
WATER SERVICE SHALL BE 1" COPPER WITH CURB BOX TAPPED INTO EXISTING MAIN
REMOVE ONLY NECESSARY STREET TO INSTALL SANITARY SEWER SERVICE AND
RESTORE STREET TO MATCH EXISTING STREET SECTION.
INSTALL SADDLE TO CONNECT SANITARY SEWER SERVICE TO MAIN. THE SEWER
SERVICE SHALL BE 4" SDR 26 AT A MINIMUM OF 2% GRADE UP TO THE PROPERTY LINE.
PLUMBING CODE MUST BE FOLLOWED WHEN SEWER SERVICE IS EXTENDED FROM THE
PROPERTY LINE TO THE HOUSE.
CITY DETAIL PLATES SHALL GOVERN
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 ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO
EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING
UTILITIES.
ALL CONTRACTORS MUST CONTACT GOPHER STATE ONE
BEFORE CONSTRUCTION BEGINS:
MN TOLL FREE (800 252-1166
TWIN CITIES (651) 454-0002
I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS
PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I
AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF MINNESOTA.
_________________________________________________________
Nathan R. Herman, P.E.
Date: _____________________ Lic. No. _________________
GRADING & EROSION CONTROL PLAN
DEVELOPER
JAMES BRUDOS
2061 West 65th Street
Chanhassen, MN. 55317
Contact: James Brudos
Tel: 612.850.4949
Email: jmbrudoscompany@gmail.com
ENGINEER/LAND SURVEYOR
SATHRE-BERGQUIST, INC.
150 S. Broadway Ave.
Wayzata, MN 55391
Engineer: Nate Herman
Land Surveyor: Rory Synstelien
Tel: 952-476-6000
Fax: 952-476-0104
Email: nherman@sathre.com
rory@sathre.com
SYMBOL LEGEND
EMERGENCY OVERFLOW SWALE
STORM SEWER PIPE
PRE CONSTRUCTION SILT FENCE
DRAINAGE AND UTILITY EASEMENTS
RIGHT-OF-WAY
PARCEL BOUNDARY LINE
BUILDING SETBACK BOUNDARY
LOT LINE
STORM STRUCTURE LABEL
UTILITY POLE
2
EOF
POST CONSTRUCTION SILT FENCE
WOODFIBER BLANKET
DITCH CHECKS
EX STORM STRUCTURE
STORM STRUCTURE
EX STORM SEWER PIPE
EX SANITARY SEWER PIPE
SANITARY SEWER PIPE
EX WATERMAIN
WATERMAIN
HYDRANT
GATE VALVE
EX. SANITARY SEWER MANHOLE
SANITARY SEWER MANHOLE
Zoning: RSF
Principal Structure Setbacks - Front: 30 feet , Side: 10 feet, Rear: 30 feet,
Accessory Structure Setbacks - Front: 30 feet, Side: 10 feet, Rear: 10 feet
Lot Requirements - Lot Area: 15,000; Frontage: 90; Depth: 125
Hard Cover - 30 Percent
40102001020
SCALE IN FEET
Bearings are based on the Carver
CountyCoordinate System (NAD 83 - 1986 adj.)
N
O R T H
"PRELIMINARY"