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15
<br />FIP 2'OS
<br />936.1216
<br />FIP 4'OS
<br />936.06
<br />PROPOSED
<br />BUILDING
<br />FFE=938.50
<br />8
<br />8
<br />8
<br />8
<br />8
<br />8
<br />8
<br />8
<br />8
<br />8
<br />88888884
<br />FUTURE
<br />EXPANSION
<br />CONNECT TO EXISTING
<br />8" SANITARY SEWER
<br />W/ 4" SERVICE SADDLE
<br />& 45° BEND
<br />WYE CONNECTION
<br />WYE INV=921.17
<br />EX INV=920.84
<br />FIELD VERIFY EXISTING
<br />SIZE, MATERIAL,
<br />LOCATION, & INVERT
<br />SANITARY SERVICE STUB
<br />21 LF - 4" PVC @ 2.0%
<br />INV= 930.50
<br />(VERIFY MATERIAL,
<br />SIZE, LOCATION
<br />& INVERT
<br />W/ MECHANICAL)
<br />CB 1
<br />RIM=936.39
<br />INV=933.39
<br />CMBH 2
<br />W/ SUMP
<br />RIM=936.95
<br />INV (NE)=933.00
<br />INV (W)=932.90
<br />INV (E)=932.80
<br />SUMP=929.80 CBMH 3
<br />RIM=936.06
<br />INV(N)=932.38
<br />INV(W,NE)=932.28
<br />99 LF-12" PVC @ 0.5%
<br />104 LF-15" PVC @ 0.5%
<br />19 LF-15" RCP @ 0.5%
<br />FES 4
<br />INV=932.19
<br />ROOF LEADER STUB
<br />73 LF - 8" PVC @ 2.1%
<br />INV=934.50
<br />(VERIFY SIZE, MATERIAL,
<br />& INVERT W/ MECH)
<br />86 LF-12"
<br />PVC @ 2.5%
<br />ROOF LEADER STUB
<br />23 LF - 8" PVC @ 1.8%
<br />STUB INV=934.50
<br />WYE INV=934.09
<br />(VERIFY SIZE, MATERIAL,
<br />& INVERT W/ MECH)
<br />ROOF LEADER STUB
<br />INV=934.50
<br />(VERIFY SIZE, MATERIAL,
<br />& INVERT W/ MECH)
<br />ROOF LEADER STUB
<br />13 LF - 8" PVC @ 9.6%
<br />STUB INV=934.50
<br />WYE INV=933.25
<br />(VERIFY SIZE, MATERIAL,
<br />& INVERT W/ MECH)
<br />INSTALL 45° BEND
<br />INV=930.08
<br />N SCALE IN FEET
<br />0 20 40
<br />UTILITY PLAN
<br />C4-1
<br />C ADD f iles pr epar ed by t he Cons ult ant for this p roject ar e
<br />instruments of the Consultant professional services for use solely
<br />with respect to this project. These CADD files shall not be used
<br />on other projects, for additions to this project, or for completion
<br />of t his p r ojec t by ot her s w it hou t wr i t te n ap pr ov al b y t he
<br />C onsultant . With t he Cons ultant's appr oval, ot hers may be
<br />per mit t ed t o ob t ain cop ies of t he C AD D dr aw ing files f or
<br />information and reference only. All intentional or unintentional
<br />revisions, additions, or deletions to these CADD files shall be
<br />made at the full risk of that party making such revisions, additions
<br />or deletions and that party shall hold harmless and indemnify the
<br />Consultant from any & all responsibilities, claims, and liabilities.
<br />PLANNING
<br />CIVIL ENGINEERING
<br />LAND SURVEYING
<br />LANDSCAPE ARCHITECTURE
<br />ENVIRONMENTAL
<br />7200 Hemlock Lane, Suite 300
<br />Maple Grove, MN 55369
<br />763.424.5505
<br />www.loucksinc.com
<br />Plotted: 09 /16 / 2021 12:53 PMW:\2020\20499\CADD DATA\CIVIL\_dwg Sheet Files\C4-1 UTILITY PLANOUCKSL
<br />CADD QUALIFICATION
<br />QUALITY CONTROL
<br />PROFESSIONAL SIGNATURE
<br />SUBMITTAL/REVISIONS
<br />LAKEVIEW
<br />FAMILY
<br />DENTISTRY
<br />14475 FOREST BOULEVARD NORTH
<br />HUGO, MINNESOTA 55038
<br />LAKEVIEW
<br />FAMILY
<br />DENTISTRY
<br />14475 FOREST BOULEVARD NORTH
<br />HUGO, MINNESOTA 55038
<br />08/13/21 CITY SUBMITTAL
<br />09/03/21 CITY SUBMITTAL
<br />09/16/21 CITY SUBMITTAL
<br />Review Date
<br />SHEET INDEX
<br />License No.
<br />Date
<br />I hereby certify that this plan, specification or report was
<br />prepared by me or under my direct supervision and that
<br />I am a duly Licensed Professional Engineer under the
<br />laws of the State of Minnesota.
<br />Project Lead
<br />Drawn By
<br />Checked By
<br />Loucks Project No.
<br />Trevor D. Gruys - PE
<br />53706
<br />20499
<br />TDG
<br />TDG/MDC
<br />TDG
<br />09/16/2021
<br />C1-1 EXISTING CONDITIONS
<br />C1-2 DEMOLITION PLAN
<br />C2-1 SITE PLAN
<br />C3-1 GRADING PLAN
<br />C3-2 SWPPP
<br />C3-3 SWPPP NOTES
<br />C4-1 UTILITY PLAN
<br />C8-1 CIVIL DETAILS
<br />C8-2 CIVIL DETAILS
<br />L1-1 LANDSCAPE PLAN
<br />L2-1 LANDSCAPE DETAILS
<br />P1-1 PHOTOMETRICS PLAN
<br />CONSTR
<br />U
<br />C
<br />T
<br />I
<br />O
<br />N
<br />NOT FOR
<br />
<br />UTILITY PLAN
<br />C4-1
<br />NOTE:
<br />EXISTING CONDITIONS INFORMATION
<br />SHOWN IS FROM A BOUNDARY AND
<br />TOPOGRAPHIC SURVEY PREPARED BY
<br />LOUCKS, DATED AUGUST 13, 2021.
<br />73
<br />23
<br />CIVIL LEGEND
<br />Gopher State One Call
<br />WARNING:
<br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS
<br />OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY
<br />COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF
<br />LINES.
<br />THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT
<br />651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF
<br />ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES,
<br />VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE
<br />CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED
<br />DURING CONSTRUCTION AT NO COST TO THE OWNER.
<br />UTILITY NOTES
<br />1. ALL SANITARY SEWER, STORM SEWER AND WATERMAIN UTILITIES SHALL BE FURNISHED AND
<br />INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS,THE MINNESOTA PLUMBING CODE,
<br />THE LOCAL GOVERNING UNIT, AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY
<br />ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), 2018 EDITION.
<br />2.ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. ALL
<br />COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION AND
<br />THE GEOTECHNICAL REPORT.
<br />3.ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE
<br />STATE AND LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING
<br />INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48
<br />HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC
<br />UTILITIES.
<br />4.ALL STORM SEWER, SANITARY SEWER AND WATER SERVICES SHALL TERMINATE 5' FROM THE
<br />BUILDING FACE UNLESS OTHERWISE NOTED.
<br />5.A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION
<br />IS REQUIRED FOR ALL UTILITES UNLESS OTHERWISE NOTED.
<br />6.ALL NEW WATERMAIN AND SERVICES MUST HAVE A MINIMUM OF 8.0 FEET OF COVER. EXTRA
<br />DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM 18" VERTICAL SEPARATION TO SANITARY OR
<br />STORM SEWER LINES. THE CONTRACTOR SHALL FIELD ADJUST WATERMAIN TO AVOID
<br />CONFLICTS WITH SANITARY SEWER, STORM SEWER, AND SERVICES AS REQUIRED. INSULATION OF
<br />WATER AND SANITARY SEWER LINES SHALL BE PROVIDED WHERE 8.0 FEET MINIMUM DEPTH CAN
<br />NOT BE ATTAINED.
<br />7.ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB OR EDGE OF PAVEMENT
<br />UNLESS OTHERWISE NOTED.
<br />8.PROPOSED PIPE MATERIALS:
<br />SANITARY SEWER PVC SCH 40 4" DIAMETER
<br />STORM SEWER RCP 15" DIAMETER (SEE PLAN)
<br />PVC SDR 35 8" TO 15" DIAMETER (SEE PLAN)
<br />9.ALL SANITARY SEWER WYES, TEES AND SERVICES SHALL BE 4" PVC SCH 40.
<br />10.ALL PORTIONS OF THE STORM SEWER SYSTEM, INCLUDING CATCH BASINS, LOCATED WITHIN 10
<br />FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED ACCORDANCE WITH
<br />MINNESOTA RULES, PART 4715.2820
<br />11.ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR
<br />WATERTIGHT (SEE MINNESOTA RULES, PART 4715.0700). APPROVED RESILIENT RUBBER JOINTS
<br />MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBASINS, AND
<br />OTHER STRUCTURES.
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