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<br />a� ate, GAS FUTURE -GAS
<br />ti n
<br />I o cn / EXPANSION
<br />. Z o ° / L
<br />J a '
<br />a' M io \� Approximate loc /
<br />'< `I ~ i� °' ° of Telephone Easement
<br />per Doc. No. 708260 -- --- 7 --
<br />Cf °
<br />ROOF LEADER STUB
<br />-___\MONU / 73 LF - 8" PVC @ 2.1
<br />c:n-
<br />M T SIGN o�/s /// INV=934.50
<br />66 4i _ ° I - -__I _ (VERIFY SIZE, MATERIAL,
<br />° -
<br />�__�W 0,2 ( ___ &INVERT W/MECH;
<br />5 I
<br />ly °
<br />Copp
<br />+ 14"AS
<br />CB
<br />I RIM=935 45 \` 5
<br />INV=932 50a `
<br />c ; % 418"AS
<br />/ Appro mate to ation of
<br />V
<br />I ewer nd Wate Easem nt 4 18"As
<br />' per Doc. No. 72 118
<br />' CB 1
<br />RIM=936.39
<br />INV=933.39
<br />' 99 LF-12" PVC @ 0.5%
<br />' CMBH 2
<br />W/ SUMP
<br />' RIM=936.95 BITUMINOUS
<br />INV (NE)=933.00
<br />INV (W)-932 90
<br />ROOF LEADER STUB
<br />INV=934.50
<br />(VERIFY SIZE, MATERIAL,
<br />& INVERT W/ MECH)
<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 />--Point 140 ft t & 140 ft of the
<br />intersection of E-W 1/4 ' e &
<br />E'ly line of Forest Blvd N
<br />,-S line f the N 140 ft. f GOV'T Lot 5
<br />4 30"EL 1
<br />PROPOSED
<br />BUILDING
<br />FFE=938.50
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<br />__ ................I a °
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<br />--I 20 3
<br />` Cap#
<br />44125 M
<br />416"AS
<br />1 S2 P- 1 S2 P-
<br />IINV (E)-932.80 104 LF-15" PVC @ 0.5%
<br />SUMP=929.80
<br />I ROOF LEADER STUB
<br />/ 13 LF - 8" PVC @ 9.6%
<br />I STUB INV=934.50
<br />WYE INV=933.25
<br />I (VERIFY SIZE, MATERIAL,
<br />& INVERT W/ MECH)
<br />I I
<br />I
<br />I
<br />71
<br />M
<br />In
<br />N
<br />N
<br />0
<br />N
<br />10
<br />01
<br />0
<br />0
<br />CL
<br />CBMH 3
<br />RIM=936.06
<br />INV(N)=932.38
<br />I NV(W, N E)=932.28
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<br />A
<br />A
<br />A
<br />A
<br />"-86 LF-12" I I
<br />PVC @ 2.5%I
<br />�I
<br />I
<br />)proximate location o I m
<br />tility Easement per D
<br />Doc. No. 324284 -�}-__
<br />�FES 4 15
<br />INV=932.19
<br />70
<br />/ � I
<br />1\
<br />I
<br />Approximate location of �' \
<br />Sewer and Water Easement
<br />per Doc. No. 720118= \
<br />19 LF-15" RCP @ 0.5% I \ \
<br />I
<br />I �
<br />CB I
<br />RIM=934 77 I I
<br />INV-932 58 << �_ /
<br />12„pVC
<br />12"pVC --- I
<br />A
<br />I
<br />1
<br />12
<br />1
<br />1
<br />1
<br />1
<br />1
<br />SANITARY SERVICE STUB
<br />'
<br />21 LF - 4" PVC @ 2.0%
<br />INV= 930.50
<br />'
<br />(VERIFY MATERIAL,
<br />SIZE, LOCATION
<br />*; 1 " 0'2
<br />& INVERT
<br />W/ MECHANICAL)
<br />'
<br />CONNECT TO EXISTING
<br />8" SANITARY SEWER
<br />12"
<br />W/ 4" SERVICE SADDLE
<br />& 45° BEND
<br />+
<br />WYE CONNECTION
<br />WYE INV=921.17
<br />-12"BO
<br />EX INV=920.84
<br />+
<br />FIELD VERIFY EXISTING
<br />SIZE, MATERIAL,
<br />LOCATION, & INVERT
<br />r DOCK q
<br />I �
<br />a
<br />)
<br />I
<br />II
<br />0
<br />I
<br />\- PUMP LINE
<br />�28"AS I
<br />INSTALL 45' BEND
<br />III
<br />3 4 20"Aq
<br />NV=930.08`
<br />I
<br />\
<br />WATER
<br />8
<br />FEETON R
<br />I +10"AS
<br />DATED 07/16/21
<br />II
<br />,I"-
<br />12"AS
<br />AS '
<br />I I
<br />WETLAND DELINEATED BY KJOLHAUG
<br />I
<br />I 12"BO
<br />ENVIRONMENTAL SERVICES ON JULY 29, 2021
<br />'
<br />I
<br />� ��
<br />+ 12"BO
<br />I
<br />Egg Lake
<br />OHW = 926 5 FEET (NGVD29)
<br />+ 10"BO
<br />Approximate location
<br />of Ponding and
<br />t,60
<br />Flowage Easement per
<br />*'
<br />'
<br />Doc.
<br />Doc. No. 708259
<br />12
<br />12' 0
<br />I
<br />- �
<br />15 I
<br />I
<br />' ZONEA----
<br />I I
<br />t---"- 10I'AS 4
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<br />I' 12"AS +
<br />SMH I
<br />RIM=936 01
<br />INV=921 68
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<br />CALL BEFORE YOU DIG!
<br />% Gopher State One Call
<br />TWIN CITY AREA: 651-454-0002
<br />'N TOLL FREE: 1-800-252-1166
<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 />0 20 40
<br />NP SCALE IN FEET
<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 />CIVIL LEGEND
<br />EXISTING PROPOSED
<br />U SANITARY MANHOLE •
<br />OSTORM MANHOLE O
<br />®® CATCH BASIN 00
<br />CULVERT
<br />HYDRANT
<br />GATEVALVE H
<br />OPIV POST INDICATOR VALVE OP1V
<br />0 LIGHT POLE
<br />0 POWER POLE
<br />v SIGN -Tr-
<br />� BENCHMARK
<br />SOIL BORINGS_
<br />® WATER MANHOLE
<br />TELEPHONE MANHOLE
<br />UTILITY MANHOLE
<br />® ELECTRIC MANHOLE
<br />-WWATER SERVICE
<br />-SSANITARY SERVICE
<br />& HANDICAP PARKING (�
<br />L91111DIRECTION OF FLOW
<br />SPOT ELEVATION
<br />CONTOURS
<br />SANITARY SEWER
<br />STORM SEWER
<br />WATERMAIN
<br />FM FORCEMAIN FM
<br />->> DT- DRAINTILE » DT-
<br />SILT FENCE
<br />CURB & GUTTER
<br />RETAINING WALL
<br />TREELINE r1r1r1r1r1r1rlrl
<br />- - - - - EASEMENT LINE - - - - -
<br />SETBACK LINE - - - -
<br />X X- FENCE LINE -X X-
<br />TEL UNDERGROUND TELE
<br />GAS- UNDERGROUND GAS
<br />OH OVERHEAD UTILITY
<br />FO UNDERGROUND FIBER OPTIC
<br />ELE--- UNDERGROUND ELECTRIC
<br />CT1!- UNDERGROUND CABLE TV
<br />PROPERTY LINE
<br />CONIFEROUS TREE
<br />DECIDUOUS TREE
<br />PARKING COUNTS Q
<br />:. LOUCKS
<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 />CADD files prepared by the Consultant for this project are
<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 this project by others without written approval by the
<br />Consultant. With the Consultant's approval, others may be
<br />permitted to obtain copies of the CADD drawing files for
<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 />08/13/21 CITY SUBMITTAL
<br />09/03/21 CITY SUBMITTAL
<br />09/16/21 CITY SUBMITTAL
<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 />PROFESSIONAL
<br />THE GEOTECHNICAL REPORT.
<br />I hereby certify that this plan, i nor report was
<br />isionan that
<br />prepared by me o r yEnt
<br />3. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE
<br />I am a duly Li d r esa En 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 />IawsoftheStat o t�� �1
<br />S5��
<br />HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC
<br />CO�TrevorD.Gruys - PE
<br />UTILITIES.
<br />License No. 53706
<br />Date
<br />4. ALL STORM SEWER, SANITARY SEWER AND WATER SERVICES SHALL TERMINATE 5' FROM THE
<br />BUILDING FACE UNLESS OTHERWISE NOTED.
<br />QUALITY CONTROL
<br />Loucks Project No. 20499
<br />5. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION
<br />Project Lead TDG
<br />IS REQUIRED FOR ALL UTILITES UNLESS OTHERWISE NOTED.
<br />Drawn By TDG/MDC
<br />Checked By TDGReview
<br />6. ALL NEW WATERMAIN AND SERVICES MUST HAVE A MINIMUM OF 8.0 FEET OF COVER. EXTRA
<br />Date 09/16/2021
<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 />SHEET INDEX
<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 />C1-1 EXISTING CONDITIONS
<br />NOT BE ATTAINED.
<br />C1-2 DEMOLITION PLAN
<br />C2-1 SITE PLAN
<br />7. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB OR EDGE OF PAVEMENT
<br />C3-1 GRADING PLAN
<br />UNLESS OTHERWISE NOTED.
<br />C3-2 SWPPP
<br />C3-3 SWPPP NOTES
<br />8. PROPOSED PIPE MATERIALS:
<br />C4-1 UTILITY PLAN
<br />SANITARY SEWER PVC SCH 40 4" DIAMETER
<br />C8-1 CIVIL DETAILS
<br />STORM SEWER RCP 15" DIAMETER (SEE PLAN)
<br />C8-2 CIVIL DETAILS
<br />PVC SDR 35 8" TO 15" DIAMETER (SEE PLAN)
<br />1-1-1 LANDSCAPE PLAN
<br />1-2-1 LANDSCAPE DETAILS
<br />P1-1 PHOTOMETRICS 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.
<br />
|