C4.3 UTILITY PLAN NORTH SANITARY SEWER & WATERMAIN3506
5
STC
3
0
"
R
C
P
945.
1
5
3506
8
STC
1
2
"
R
C
P
944.
0
3
4444444448888888888888888888888888888888888888888888888888888 NOPARKINGNO
PARKING
NO
PARKING
PROPOSED
BUILDING
LOWER LEVEL=952.50
LEVEL 1=974.50
COLD STORAGE
BUILDING
FFE=952.50
8 8 8888888888" COMBINED
DOMESTIC/FIRE
WATER SERVICE
(VERIFY LOCATION,
INVERT, & SIZE W/
MECHANICAL)
449 LF-8" PVC @ 2.0%
33 LF-8" PVC @ 2.2%
SANMH 4
RIM=951.75
INV(E)=943.76
INV(S)=943.66
8" SANITARY
SERVICE STUB
INV=944.50
(VERIFY LOCATION,
INVERT, & SIZE W/
MECHANICAL)
8" x 8" TEE
(3)-8" GATE
VALVES
80 LF-8" C900
WATERMAIN
82 LF-8" C900
WATERMAIN
22.5° 8" BEND
194 LF-8" C900
WATERMAIN
207 LF-8" C900
WATERMAIN
175 LF-8" C900
WATER SERVICE
8" x 6" TEE
(3)-8" GATE
VALVES
8" x 8" TEE
76 LF-8" C900
WATERMAIN
8"X6" REDUCER
193 LF-8" C900
WATER SERVICE
45° 8" BEND
8" STUB
39 LF-8" C900 PVC
WATER SERVICE
HYDRANT W/
GATE VALVE
19 LF-6" C900
WATERMAIN
8" GATE
VALVE
8" x 6" TEE
65 LF-6" C900
WATERMAIN
252 LF-6" C900
WATERMAIN
55 LF-6" C900
WATERMAIN
80 LF-6" C900
WATERMAIN
HYDRANT
45° 6" BEND
45° 6" BEND
45° 6" BEND
22.5° 8" BEND
45° 6" BEND
61 LF-6" C900
WATERMAIN
100 LF-8" C900
WATERMAIN
UTILITY PLAN
NORTH
SANITARY SEWER
& WATERMAIN
N
SCALE IN FEET
0 30 60
NORTH
KEY PLAN
DRAWING NUMBER
DRAWING TITLE
CLIENT
4201 cedar avenue so. - minneapolis, MN 55407
tel. (612) 904-1332 - fax (612) 904-7366
NOT F
O
R
C
O
N
S
T
R
U
C
TI
O
N
PROJECT NUMBER 21602.0A
REVISION DATE DESCRIPTION BY
1891 Arboretum Boulevard
Chanhassen, MN 55317
Xcel Energy
Service Center
Chanhassen
Title: Zachary B. Moen - PE
Registration Number: 58688
Date: XX/XX/XXXX
By:
Title: Professional Engineer
I hereby certify that this drawing 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.
LOUCKS PROJECT NO. 21602
10/25/2022 WATERSHED SUBMITTAL
11/16/2022 TEP SUBMITTAL
11/16/2022 SCHEMATIC DESIGN PACKAGE
12/05/2022 SD PACKAGE ADDENDUM
01/12/2023 CITY SUBMISSION
C4.3
NOTE:
EXISTING CONDITIONS INFORMATION
SHOWN IS FROM AN ALTA/NSPS LAND
TITLE SURVEY PREPARED BY LOUCKS,
DATED 03/24/2022.
PARKING STALL COUNT
ACCESSIBLE PARKING STALL
2
LEGEND
CATCH BASIN
STORM SEWER
SANITARY SEWER
WATERMAIN
STORM MANHOLE
SANITARY MANHOLE
HYDRANT
GATE VALVE
SPOT ELEVATION
SIGN
LIGHT POLE
POWER POLE
WATER MANHOLE / WELL
CONTOUR
CONCRETE CURB
UNDERGROUND ELECTRIC
CONCRETE
TELEPHONE PEDESTAL
UNDERGROUND TELEPHONE
UNDERGROUND GAS
OVERHEAD UTILITY
CHAIN LINK FENCE
BUILDING
RETAINING WALL
NO PARKING
UNDERGROUND FIBER OPTIC
SANITARY SEWER SERVICE
WATER SERVICE
ELECTRIC METER
GAS METER
TREE LINE
EXISTING PROPOSED
972
DRAINTILE
FORCEMAIN 373PARKING SETBACK LINE
BUILDING SETBACK LINE
2
FENCE
FLARED END SECTION
POST INDICATOR VALVE
BENCHMARK
SOIL BORING
3DIRECTION OF FLOW 1.0%
972.5
Gopher State One Call
WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS
OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY
COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF
LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT
651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF
ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES,
VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE
CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED
DURING CONSTRUCTION AT NO COST TO THE OWNER.
SANITARY SEWER & WATERMAIN NOTES
1.ALL SANITARY SEWER AND WATERMAIN UTILITIES SHALL BE FURNISHED AND INSTALLED
PER THE REQUIREMENTS OF THE SPECIFICATIONS,THE MINNESOTA PLUMBING CODE,
THE LOCAL GOVERNING UNIT, AND THE STANDARD UTILITIES SPECIFICATION OF THE
CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), CURRENT EDITION.
2.ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL.
ALL COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM
SPECIFICATION AND THE GEOTECHNICAL REPORT.
3.ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE
REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF
ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT AND THE CONSTRUCTION
ENGINEER MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE
PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC UTILITIES.
4.ALL SITE UTILITY SERVICES SHALL TERMINATE 5' FROM THE EXTERIOR BUILDING WALL
UNLESS OTHERWISE NOTED. THE SITE UTILITY CONTRACTOR SHALL COORDINATE WITH
THE GENERAL CONTRACTOR, MECHANICAL CONTRACTOR AND MECHANICAL ENGINEER
TO DETERMINE THE RESPONSIBILITY OF BRINGING THE SERVICE(S) INTO THE BUILDING,
INSPECTIONS AND TESTING PER APPLICABLE GOVERNING AGENCIES.
5.ALL NEW WATERMAIN AND SERVICES MUST HAVE A MINIMUM OF 7.5 FEET OF COVER.
EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM 18" VERTICAL SEPARATION
TO SANITARY OR STORM SEWER LINES. THE CONTRACTOR SHALL FIELD ADJUST
WATERMAIN TO AVOID CONFLICTS WITH SANITARY SEWER, STORM SEWER, AND
SERVICES AS REQUIRED. INSULATION OF WATERMAIN AND SANITARY SEWER LINES
SHALL BE PROVIDED WHERE 7.5 FEET MINIMUM DEPTH CAN NOT BE ATTAINED.
6.PER MINNESOTA DEPARTMENT OF LABOR & INDUSTRY REQUIREMENTS, A MINIMUM OF
18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS
REQUIRED FROM WATERMAIN TO ANY MANHOLE, SEPTIC SYSTEM, CATCH BASIN, SEWER
PIPE, OR OTHER SOURCE OF CONTAMINATION, MEASURED FROM THE OUTER EDGE OF
THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE UNLESS OTHERWISE
SHOWN.
7.CONTRACTOR TO SUBMIT SHOP DRAWINGS OF SANITARY STRUCTURE(S) AND
UNDERGROUND SYSTEM(S) FOR ENGINEER'S REVIEW.
8.ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB OR EDGE OF
PAVEMENT UNLESS OTHERWISE NOTED.
9.REFER TO GEOTECHNICAL EVALUATION REPORT AS PREPARED BY BRAUN INTERTEC, FOR
AN EXISTING SUBSURFACE SITE CONDITION ANALYSIS AND CONSTRUCTION
RECOMMENDATIONS INCLUDING BUT NOT LIMITED TO:
A.REUSE OF ON-SITE SOILS
B.GROUNDWATER AND RECOMMENDATIONS FOR EXCAVATION DEWATERING.
C.SITE GRADING AND SUBGRADE PREPARATION.
D.PAVEMENTS AND EXTERIOR SLABS.
E.TRENCH EXCAVATION AND BACKFILL.
F.EXTERIOR UTILITY SUPPORTS.
G.FROST PROTECTION.
10.CONTRACTOR SHALL PROVIDE AS-BUILT INFORMATION OF CONSTRUCTED UTILITIES
(RECOMMENDED PRIOR TO BACKFILLING) PER APPLICABLE PERMIT REQUIREMENTS
AND/OR DEVELOPMENT AGREEMENTS.
11.ALL UNUSED UTILITY SERVICES SHALL BE ABANDONED PER THE REQUIREMENTS OF THE
APPLICABLE GOVERNING AGENCIES.
12.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED UTILITY PERMITS
FROM THE APPLICABLE GOVERNING AGENCIES.