|
C)2018 Westwood Professional Services, Inc.
<br />SAN
<br />-1020.46 RIM
<br />�i 1014.13 INV NE
<br />1016.61 INV W
<br />i 1013.91 INV S
<br />X ;PST ----
<br />70.--
<br />{ STO
<br />24 /NCH- I 1-1021.13 RIM
<br />o 1009.83 /N V. E -W 8 /NCh
<br />- SANSAN SM
<br />WA WA AT-
<br />I
<br />1020.56 RIM ---
<br />1013.69 /NV N
<br />1012.91 INV E
<br />CBMH 206
<br />RE=1025.50
<br />IE=1021.50
<br />49 LF 12" I
<br />RCP 0 0.88%
<br />1024.
<br />1012.43 INV E \`
<br />101s2.14/NVW
<br />G. POH -
<br />POH
<br />Utility Legend
<br />EXISTING PROPOSED
<br />PROPERTY LINE
<br />/ - - - - - - - - EASEMENT LINE
<br />/ CURB AND GUTTER
<br />SAN SANITARY SEWER
<br />STO F= ►► ■ STORM SEWER
<br />WA T- I WATER MAIN
<br />VQ WA I-..} HYDRANT
<br />>< GATE VALVE
<br />_ FLARED END SECTION
<br />CONNECT TO EXISTING 6 PVC SANITARY (WITH RIPRAP)
<br />CONNECT TO EXISTING r-1023.74 RIM STUB AND EXTEND 33 LF. FIELD VFRIFY
<br />WM STUB WITH HYDRANT i 1012.74 /NV. E-ry 0 I N AND INVERT ELEVATION.
<br />AND 6" GATE VALVE cd^ K'tLEP 'PARKWA Y
<br />N H - SAN �a A= -1022.92 RIM \
<br />W WAr war- 4ZlOR-TO-STORM SEWER _C� STRUCTION V y- N r 1014.89 /NV. W -SE \
<br />CLEARANCE AT UTILITY�ROSSING WITH --Fid �-1021.58 RIM \
<br />VERIFIED SANITARY STUB IN RT. NOTIFY ENGINEER WA CONNECfi TO EXLS151a.02 /NV N \
<br />sro sro 30 /N��' IF ADJUSTMEN H T CBMH 104 \
<br />I F
<br />CBMH 106
<br />RE=1023.90
<br />IE=1020.40
<br />Westwood
<br />C71
<br />STMH 205
<br />RE=1026.30
<br />I E=1021.07
<br />Phone (952) 937-5150 7699 Anagram Drive
<br />Fax (952) 937-5822 Eden Prairie, MN 55344
<br />Toll Free (888) 937-5150 westwoodps.com
<br />Westwood Professional Services, Inc.
<br />ro r
<br />7( crn � � AND 6" GA VALVE RE=1023.00 \
<br />17U --sro D - "N)=1017.50 \
<br />57 LF 12" - - s ` 1-(S)=10i 4.27 \
<br />_ - - - - - RCP 0 0.58% ! ar IE(E)= i 4.10 \
<br />ZBWH_1b5 ► % \ ro qr \
<br />RE=1024.00 �► - \
<br />257 LF 12 RCP 0 1.00% ►► \ \
<br />IE=1020.07 _
<br />�j wSg CF�' sr wq \
<br />AREA DRAIN 302 AREA DRAIN 301
<br />RE=1027.50 RE=1027.50
<br />IE=1020.90 IE=1020.70
<br />STMH 204
<br />RE=1026.90
<br />I E(E, W)=1020.79
<br />IE(S)=1021.50
<br />LF 12'" ;JP
<br />8 LF 12" RCP
<br />02.00%
<br />8" PVC WM
<br />STUB
<br />PROPOSED BUILDING
<br />SANITARY STUB-/
<br />IE=1019.00
<br />COORDINATE GARAGE DRAIN
<br />SUMP WITH MECHANICAL
<br />VERIFY SERVICE SIZE WITH
<br />PLUMBING DESIGN PER
<br />STATE PLUMBING CODE
<br />HYDRANT WITH
<br />6" GATE VALVE
<br />STMH 202
<br />Footprint = 39,1976 s.f.
<br />SCHEDULE
<br />FFE=1028.p
<br />IE E,W,N =1020.40
<br />( )
<br />GARAGE=1017.0
<br />3"
<br />PVC
<br />RE=1026.60
<br />0.50%
<br />101
<br />59 LF 10"
<br />SCH-40 0 0.50% - -
<br />IES =1021.35
<br />STMH 203
<br />RE=1026.90
<br />SANITARY STUB-/
<br />IE=1019.00
<br />COORDINATE GARAGE DRAIN
<br />SUMP WITH MECHANICAL
<br />VERIFY SERVICE SIZE WITH
<br />PLUMBING DESIGN PER
<br />STATE PLUMBING CODE
<br />HYDRANT WITH
<br />6" GATE VALVE
<br />STMH 202
<br />011.47
<br />X44 LF 12" \
<br />RCP 0 0.30%
<br />20 LF 0 1.00%
<br />TRENCH DRAIN
<br />RE=1016.90
<br />IE(S)=1014.60
<br />IE(N)=1014.40,
<br />STMH 201
<br />RE=1026.70
<br />IE(W)=1019.25
<br />IE(SE)=1019.2;
<br />IE(S)=101020.6-5
<br />11-
<br />48 LF 127�"
<br />RCP 0 1.00%
<br />\-1021.95 RIM CBMH 210
<br />025 90
<br />1009.65 /NV E -W IE=1021.13
<br />WAYZATA BOULEVARD WEST (HENNEP/N COUNTY STATE AID HIGHWAY 112)
<br />I hereby certify that this plan was prepared by me or under my Revisionm
<br />direct supervision and that I am a duly licensed PROFESSIONAL
<br />ENGINEER under ffie laws of the State of Minnesota 08/07/17 - City Comments
<br />03/20/18 - Final Development Approval Plans
<br />%R11L
<br />Ryan K Bluhm
<br />�� 03/20/18 ><.iaene Na 41257
<br />Checked: RMB
<br />Drawn: SYE
<br />Record Drawing by/date:
<br />CBMH 1030
<br />Rr= =l 022.00
<br />=1013,52
<br />O
<br />OT
<br />1
<br />I�
<br />� 13
<br />� II
<br />CBMH 102J
<br />RE=1024.00
<br />IE(NW)=1012.25
<br />IE(E)=1012.05
<br />LF -8" _Pt
<br />I
<br />I
<br />II
<br />�I
<br />I
<br />I
<br />I
<br />I
<br />3
<br />I I
<br />I
<br />�I
<br />I
<br />j___L
<br />I�
<br />I
<br />I
<br />11020.16 RIM
<br />I 11909.03 /NV W -SE
<br />1 �
<br />1
<br />*1 \
<br />0
<br />`1009.24 /NV
<br />30 /NCH
<br />I
<br />-FES 101
<br />IE=1011.70 I
<br />35 LF 18"
<br />RCP 01.00%
<br />-8" GATE VALVE
<br />-CONNECT TO
<br />EXISTING 12"
<br />PVC WM WITH
<br />12"x8" TEE
<br />i
<br />1009.01 INV
<br />30 INCH
<br />-APPROXIMATE
<br />LOCATION OF EXIST.
<br />12" HDPE SDR11 WM.
<br />FIELD VERIFY
<br />LOCATION AND
<br />ELEVATION OF WM.
<br />70J
<br />Prepared for:
<br />Apex HLLC
<br />2110 Lyndale Avenue South Suite C
<br />Minneapolis, MN 55405
<br />Call 48 Hours before digging:
<br />811 or ca11811.com
<br />General Utility Notes Common Ground Alliance
<br />1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION
<br />OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE
<br />VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE
<br />INFORMATION SHALL NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR
<br />SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR
<br />ENGINEER OF DISCREPANCIES.
<br />2. ALL SANITARY SEWER, STORM SEWER AND WATER MAIN INSTALLATIONS SHALL BE PER
<br />MINNESOTA PLUMBING CODE AND IN ACCORDANCE WITH THE CURRENT EDITION OF
<br />"STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION AND
<br />SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY
<br />ENGINEERS ASSOCIATION OF MINNESOTA.
<br />3. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY FEDERAL,
<br />STATE AND LOCAL PERMITS FOR THE PROPOSED WORK OR VERIFY WITH THE OWNER OR
<br />ENGINEER THAT PERMITS HAVE BEEN OBTAINED. PERMIT FEES SHALL BE THE
<br />RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE ARRANGED WITH THE OWNER.
<br />4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND
<br />DIMENSIONS OF DOORWAYS, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND
<br />EXACT BUILDING UTILITY CONNECTION LOCATIONS.
<br />5. ALL PRIVATE UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SPECIFICATIONS
<br />OF THE APPROPRIATE UTILITY COMPANY. THE CONTRACTOR SHALL COORDINATE THE
<br />SERVICE LINE CONSTRUCTION WITH THE UTILITY COMPANIES.
<br />6. CONTRACTOR SHALL OBTAIN ALL NECESSARY CITY PERMITS FOR UTILITY CONNECTIONS,
<br />AND UTILITIES SHALL BE INSPECTED AND APPROVED BY THE CITY. THE CITY SHALL BE
<br />NOTIFIED 48 -HOURS PRIOR TO COMMENCING WITH THE UTILITY CONSTRUCTION OR ANY
<br />REQUIRED TESTING. CONTRACTOR SHALL NOT OPERATE, INTERFERE WITH, CONNECT ANY
<br />PIPE OR HOSE TO, OR TAP ANY WATER MAIN BELONGING TO THE CITY UNLESS DULY
<br />AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSE CONSEQUENCES OF SCHEDULED OR
<br />UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE TO BE THE RESPONSIBILITY
<br />OF THE CONTRACTOR.
<br />7. WATER MAIN LENGTHS AS SHOWN ARE APPROXIMATE HORIZONTAL LENGTHS. ALLOW FOR
<br />ADDITIONAL PIPE WHEN INSTALLING ON SLOPES OR WHEN DEFLECTIONS ARE REQUIRED.
<br />THE JOINT DEFLECTIONS SHALL NOT EXCEED THE MAXIMUM RECOMMENDED BY THE PIPE
<br />MANUFACTURER OR BY LOCAL GOVERNING SPECIFICATIONS. FITTINGS REQUIRED TO
<br />CONSTRUCT WATER MAIN SHALL BE INCLUDED IN WATER MAIN CONSTRUCTION.
<br />8. PROVIDE WATER MAIN THRUST RESTRAINTS PER CITY STANDARD REQUIREMENTS.
<br />9. A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATER MAIN
<br />CROSSINGS WITH SANITARY SEWER OR STORM SEWER.
<br />10. UTILITY SERVICES TYPICALLY TERMINATE 5' OUTSIDE BUILDING WALL UNLESS OTHERWISE
<br />SHOWN OR NOTED.
<br />11. ALL MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE CITY.
<br />12. ALL WATER LINES SHALL BE DUCTILE IRON WRAPPED IN POLYETHYLENE, CLASS 52 WITH
<br />7.5' MINIMUM COVER. PROVIDE MINIMUM SEPARATION OF 18" FROM SANITARY SEWER &
<br />STORM SEWER. INSULATE WATER MAIN IF LESS THAN 7.5' OF COVER.
<br />13. INSULATION SHALL BE DOW STYROFOAM HI BRAND 35 OR EQUIVALENT, WITH 4 INCHES OF
<br />THICKNESS.
<br />14. SANITARY SEWER PIPE OUTSIDE THE BUILDING ENVELOPE SHALL BE POLYVINYL CHLORIDE
<br />(PVC) SDR 35 OR 26. SDR 26 IS REQUIRED FOR DEPTHS GREATER THAN 15 FEET.
<br />SANITARY SEWER PIPE WITHIN 5 FEET OF BUILDING AND UNDER FOOTINGS, PIPE SHALL BE
<br />PVC SCHEDULE 40.
<br />15. STORM SEWER PIPE SHALL BE REINFORCED CONCRETE PIPE (CLASS 5 FOR PIPE
<br />DIAMETERS 18" AND SMALLER, CLASS 3 FOR PIPE DIAMETERS 21" AND LARGER UNLESS
<br />OTHERWISE NOTED) WITH R-4 GASKETS, OR HDPE STORM SEWER PIPE IF ALLOWED BY THE
<br />CITY. HDPE STORM PIPE SHALL MEET REQUIREMENTS OF ASTM F2648. PIPE SHALL BE
<br />WATER TIGHT ACCORDING TO ASTM D3212 REQUIREMENTS. SEE PLAN FOR LOCATIONS
<br />WHERE RCP IS REQUIRED. PVC STORM SEWER PIPE SHALL BE SCHEDULE 40 PIPE. FLARED
<br />END SECTIONS SHALL BE RCP WITH TRASH GUARDS & RIP -RAP.
<br />STORM
<br />SEWER CASTING
<br />SCHEDULE
<br />STRUCTURE
<br />NUMBER TYPE
<br />IE E,W,N =1020.40
<br />( )
<br />CASTING TYPE
<br />6 LF -6
<br />PVC
<br />RE=1026.60
<br />101
<br />FES
<br />IES =1021.35
<br />102
<br />IE(W,S)=1019.92
<br />48"
<br />R-3067
<br />103
<br />CBMH
<br />48"
<br />R-3067
<br />104
<br />CBMH
<br />48"
<br />R-3067
<br />105
<br />IE(E)=1019.92
<br />6 LF -8" PVC�L�-�-['-'
<br />R-3067
<br />106
<br />2011 LF7 -8" PVC 1
<br />I
<br />2'x3'
<br />j�LF 12"
<br />RCP 0 0.��%
<br />- - - - ►►97 LF 12" RCP ®►�50% - -
<br />►► 94 LF 15" RCP f►0.50%
<br />R -1642B
<br />202
<br />12 LF 12"�
<br />--- ----
<br />R -1642B
<br />203
<br />RCP ®1.00%
<br />aT
<br />-30 /NCH 14 LF 15"
<br />-sro
<br />s,o
<br />CBMH 209
<br />CBMH 208
<br />8 LF 12" RCP To - c n
<br />crn 5T( RCP ®0.35%
<br />RE=1026.60
<br />IE=1021.66
<br />RE=1026.60
<br />01.00%
<br />CBMH 207
<br />CBMH
<br />IE=1021.43
<br />R-3067
<br />RE=1026.10
<br />x
<br />x x
<br />x x_
<br />IE=1020.04
<br />CBMH
<br />- GAS
<br />R-3067
<br />209
<br />CBMH
<br />Gr, �e
<br />PON rG: -POhI
<br />OH „
<br />POH
<br />CBMH
<br />2'x3'
<br />R-3067
<br />RAISE STMH RIM AND ADJUST
<br />AREA DRAIN
<br />12"
<br />NYLOPLAST
<br />CASTING AS NEEDED TO
<br />AREA DRAIN
<br />12"
<br />NYLOPLAST
<br />AVOID PROPOSED CURB
<br />RE=1026.34
<br />IE(N)=1020.60
<br />IE(E,W)= I009� .65
<br />011.47
<br />X44 LF 12" \
<br />RCP 0 0.30%
<br />20 LF 0 1.00%
<br />TRENCH DRAIN
<br />RE=1016.90
<br />IE(S)=1014.60
<br />IE(N)=1014.40,
<br />STMH 201
<br />RE=1026.70
<br />IE(W)=1019.25
<br />IE(SE)=1019.2;
<br />IE(S)=101020.6-5
<br />11-
<br />48 LF 127�"
<br />RCP 0 1.00%
<br />\-1021.95 RIM CBMH 210
<br />025 90
<br />1009.65 /NV E -W IE=1021.13
<br />WAYZATA BOULEVARD WEST (HENNEP/N COUNTY STATE AID HIGHWAY 112)
<br />I hereby certify that this plan was prepared by me or under my Revisionm
<br />direct supervision and that I am a duly licensed PROFESSIONAL
<br />ENGINEER under ffie laws of the State of Minnesota 08/07/17 - City Comments
<br />03/20/18 - Final Development Approval Plans
<br />%R11L
<br />Ryan K Bluhm
<br />�� 03/20/18 ><.iaene Na 41257
<br />Checked: RMB
<br />Drawn: SYE
<br />Record Drawing by/date:
<br />CBMH 1030
<br />Rr= =l 022.00
<br />=1013,52
<br />O
<br />OT
<br />1
<br />I�
<br />� 13
<br />� II
<br />CBMH 102J
<br />RE=1024.00
<br />IE(NW)=1012.25
<br />IE(E)=1012.05
<br />LF -8" _Pt
<br />I
<br />I
<br />II
<br />�I
<br />I
<br />I
<br />I
<br />I
<br />3
<br />I I
<br />I
<br />�I
<br />I
<br />j___L
<br />I�
<br />I
<br />I
<br />11020.16 RIM
<br />I 11909.03 /NV W -SE
<br />1 �
<br />1
<br />*1 \
<br />0
<br />`1009.24 /NV
<br />30 /NCH
<br />I
<br />-FES 101
<br />IE=1011.70 I
<br />35 LF 18"
<br />RCP 01.00%
<br />-8" GATE VALVE
<br />-CONNECT TO
<br />EXISTING 12"
<br />PVC WM WITH
<br />12"x8" TEE
<br />i
<br />1009.01 INV
<br />30 INCH
<br />-APPROXIMATE
<br />LOCATION OF EXIST.
<br />12" HDPE SDR11 WM.
<br />FIELD VERIFY
<br />LOCATION AND
<br />ELEVATION OF WM.
<br />70J
<br />Prepared for:
<br />Apex HLLC
<br />2110 Lyndale Avenue South Suite C
<br />Minneapolis, MN 55405
<br />Call 48 Hours before digging:
<br />811 or ca11811.com
<br />General Utility Notes Common Ground Alliance
<br />1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION
<br />OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE
<br />VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE
<br />INFORMATION SHALL NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR
<br />SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR
<br />ENGINEER OF DISCREPANCIES.
<br />2. ALL SANITARY SEWER, STORM SEWER AND WATER MAIN INSTALLATIONS SHALL BE PER
<br />MINNESOTA PLUMBING CODE AND IN ACCORDANCE WITH THE CURRENT EDITION OF
<br />"STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION AND
<br />SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY
<br />ENGINEERS ASSOCIATION OF MINNESOTA.
<br />3. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY FEDERAL,
<br />STATE AND LOCAL PERMITS FOR THE PROPOSED WORK OR VERIFY WITH THE OWNER OR
<br />ENGINEER THAT PERMITS HAVE BEEN OBTAINED. PERMIT FEES SHALL BE THE
<br />RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE ARRANGED WITH THE OWNER.
<br />4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND
<br />DIMENSIONS OF DOORWAYS, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND
<br />EXACT BUILDING UTILITY CONNECTION LOCATIONS.
<br />5. ALL PRIVATE UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SPECIFICATIONS
<br />OF THE APPROPRIATE UTILITY COMPANY. THE CONTRACTOR SHALL COORDINATE THE
<br />SERVICE LINE CONSTRUCTION WITH THE UTILITY COMPANIES.
<br />6. CONTRACTOR SHALL OBTAIN ALL NECESSARY CITY PERMITS FOR UTILITY CONNECTIONS,
<br />AND UTILITIES SHALL BE INSPECTED AND APPROVED BY THE CITY. THE CITY SHALL BE
<br />NOTIFIED 48 -HOURS PRIOR TO COMMENCING WITH THE UTILITY CONSTRUCTION OR ANY
<br />REQUIRED TESTING. CONTRACTOR SHALL NOT OPERATE, INTERFERE WITH, CONNECT ANY
<br />PIPE OR HOSE TO, OR TAP ANY WATER MAIN BELONGING TO THE CITY UNLESS DULY
<br />AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSE CONSEQUENCES OF SCHEDULED OR
<br />UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE TO BE THE RESPONSIBILITY
<br />OF THE CONTRACTOR.
<br />7. WATER MAIN LENGTHS AS SHOWN ARE APPROXIMATE HORIZONTAL LENGTHS. ALLOW FOR
<br />ADDITIONAL PIPE WHEN INSTALLING ON SLOPES OR WHEN DEFLECTIONS ARE REQUIRED.
<br />THE JOINT DEFLECTIONS SHALL NOT EXCEED THE MAXIMUM RECOMMENDED BY THE PIPE
<br />MANUFACTURER OR BY LOCAL GOVERNING SPECIFICATIONS. FITTINGS REQUIRED TO
<br />CONSTRUCT WATER MAIN SHALL BE INCLUDED IN WATER MAIN CONSTRUCTION.
<br />8. PROVIDE WATER MAIN THRUST RESTRAINTS PER CITY STANDARD REQUIREMENTS.
<br />9. A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATER MAIN
<br />CROSSINGS WITH SANITARY SEWER OR STORM SEWER.
<br />10. UTILITY SERVICES TYPICALLY TERMINATE 5' OUTSIDE BUILDING WALL UNLESS OTHERWISE
<br />SHOWN OR NOTED.
<br />11. ALL MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE CITY.
<br />12. ALL WATER LINES SHALL BE DUCTILE IRON WRAPPED IN POLYETHYLENE, CLASS 52 WITH
<br />7.5' MINIMUM COVER. PROVIDE MINIMUM SEPARATION OF 18" FROM SANITARY SEWER &
<br />STORM SEWER. INSULATE WATER MAIN IF LESS THAN 7.5' OF COVER.
<br />13. INSULATION SHALL BE DOW STYROFOAM HI BRAND 35 OR EQUIVALENT, WITH 4 INCHES OF
<br />THICKNESS.
<br />14. SANITARY SEWER PIPE OUTSIDE THE BUILDING ENVELOPE SHALL BE POLYVINYL CHLORIDE
<br />(PVC) SDR 35 OR 26. SDR 26 IS REQUIRED FOR DEPTHS GREATER THAN 15 FEET.
<br />SANITARY SEWER PIPE WITHIN 5 FEET OF BUILDING AND UNDER FOOTINGS, PIPE SHALL BE
<br />PVC SCHEDULE 40.
<br />15. STORM SEWER PIPE SHALL BE REINFORCED CONCRETE PIPE (CLASS 5 FOR PIPE
<br />DIAMETERS 18" AND SMALLER, CLASS 3 FOR PIPE DIAMETERS 21" AND LARGER UNLESS
<br />OTHERWISE NOTED) WITH R-4 GASKETS, OR HDPE STORM SEWER PIPE IF ALLOWED BY THE
<br />CITY. HDPE STORM PIPE SHALL MEET REQUIREMENTS OF ASTM F2648. PIPE SHALL BE
<br />WATER TIGHT ACCORDING TO ASTM D3212 REQUIREMENTS. SEE PLAN FOR LOCATIONS
<br />WHERE RCP IS REQUIRED. PVC STORM SEWER PIPE SHALL BE SCHEDULE 40 PIPE. FLARED
<br />END SECTIONS SHALL BE RCP WITH TRASH GUARDS & RIP -RAP.
<br />STORM
<br />SEWER CASTING
<br />SCHEDULE
<br />STRUCTURE
<br />NUMBER TYPE
<br />DIA.
<br />CASTING TYPE
<br />101
<br />FES
<br />18" 1-----
<br />102
<br />CBMH
<br />48"
<br />R-3067
<br />103
<br />CBMH
<br />48"
<br />R-3067
<br />104
<br />CBMH
<br />48"
<br />R-3067
<br />105
<br />CBMH
<br />48"
<br />R-3067
<br />106
<br />CBMH
<br />2'x3'
<br />R-3067
<br />201
<br />STMH
<br />48"
<br />R -1642B
<br />202
<br />STMH
<br />48"
<br />R -1642B
<br />203
<br />STMH
<br />48"
<br />R -1642B
<br />204
<br />STMH
<br />48"
<br />R -1642B
<br />205
<br />STMH
<br />48"
<br />R -1642B
<br />206
<br />CBMH
<br />2'x3'
<br />R-3067
<br />207
<br />CBMH
<br />2'x3'
<br />R-3067
<br />208
<br />CBMH
<br />2'x3'
<br />R-3067
<br />209
<br />CBMH
<br />2'x3'
<br />R-3067
<br />210
<br />CBMH
<br />2'x3'
<br />R-3067
<br />301
<br />AREA DRAIN
<br />12"
<br />NYLOPLAST
<br />302
<br />AREA DRAIN
<br />12"
<br />NYLOPLAST
<br />Orono Senior
<br />Housing
<br />Orono, Minnesota
<br />0' 30' 60' 90'
<br />0011740UTPOl.dwg
<br />Date: 06/19/17 Sheet: 6 OF 13
<br />Utility Plan
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