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<br />CONCRETE
<br />4-
<br />8
<br />N 2020 E I k River
<br />v
<br />High School
<br />Parking Lot
<br />Improvements
<br />�a 900 School St NW
<br />- Elk River, MN 55330
<br />Independent School
<br />40' 20' 0 40' 80' District #728
<br />SCALE j� = 40' 11500 193rd Ave. NW
<br />Elk River, MN 55330
<br />W E T L A N D
<br />RIPRAP-
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<br />♦� DD 12 �� ♦ Nv=9o5.3 NE �� G R A S S
<br />♦ W DD DD dd as ® 11 11 �. TOP=909.4 m
<br />w $ 8 B NV-9o5.4 NW3 CONCRETE
<br />Gc m UGE / �2 8 8 ® $ TOPF910 3 E) INV=905.5€SW)
<br />N =9 036 WOLD ARCHITECTS
<br />m ^ 4
<br />CB ��'NVN �^ ^ STRM #206 15 14 13 jll TRY # 10 AND ENGINEERS
<br />��7 132 Minclesora Street, Suire W2000
<br />TOV=904.3((N) t�7 /� °° O 1 c
<br />INV=903.2(S) ♦ ❑ ❑ I
<br />♦ D ,i °°,°°1 �, , ° '3 5 v ONLY 16 21 I Saint Nutt, N N 55101
<br />t \ ONLY
<br />° $ o° ; �Q n uo = os 13
<br />1 �
<br />o '7 ,}r, woldae.corn 1 651 727 7773
<br />a \
<br />�° �N����R p p ,: ro -°,E---------------- -- - - - ti�1 KEYED NOTES
<br />--•-
<br />Es
<br />° o2e S RM # ,o�C7 R #211 #212 KEYED NOTES ARE DENOTED BY NO ON PLAN.
<br />CONCRETE \
<br />�1 RECONSTRUCT EXISTING MANHOLE TO MATCH PROPOSED GRADE.
<br />\�,•`''' J I I RECONSTRUCT EXISTING MANHOLE TO MATCH PROPOSED GRADE
<br />ONLY v AND INSTALL R-1733 CASTING AND FRAME.
<br />�)oL 242 S L_jI �3 RECONSTRUCT GATE VALVE BOX TO MATCH PROPOSED GRADE. BKBM
<br />N o ® CORE DRILL EXISTING MANHOLE FOR PROPOSED PIPE
<br />6 B o I CONNECTION. GROUT SEAL AROUND OPENING. FOLLOW ALL CITY ENGINEERS
<br />TOP=9077 OF ELK RIVER STANDARDS AND SPECIFICATIONS.
<br />♦ Gc 1 22 INV=NA WW)
<br />NV=NA s� > CONTRACTOR SHALL REMOVE WALL OF BRICK MANHOLE AS
<br />oB 6 ST Moo 1 1 N NEEDED TO CONNECT PROPOSED 30-INCH STORM PIPE. 6120 Earle Brown Drive, Suite 700
<br />TOP=9os.4 CONTRACTOR SHALL REPAIR MANHOLE AND GROUT SEAL.
<br />NV=902.3 N) R # 1 �^
<br />❑ INV=902.4 S ST 12 TRM< 1�3 CARDING SMALL
<br />o NV=9o2.4S 5„P- I g CONTRACTOR SHALL REFER TO UTILITY NOTE 4 RE Inneapo IS
<br />' <o•❑> <❑•o> UTILITY PROTECTION, REMOVAL, AND RELOCATION. Phone: (763) 843-0420
<br />STRM #111 <❑•❑ 21 I �7 INSTALL PIPE INSULATION. REFER TO DETAIL 10/c5.000. Fax: (763) 843-0421
<br />www.bkbm.com
<br />STRM #110 T UIFF ® ADJUST EXISTING MANHOLE TO MATCH PROPOSED GRADE.
<br />`y \7 77 1
<br />17 17 18 Ly 19 �9 INSTALL ROOF DRAIN COLLECTOR. REFER TO DETAIL 1 1 /C5.000.
<br />II 6 W
<br />GAS - GAS -� 10 ALTERNATE #1: INSTALL 8-INCH BY 8-INCH TEE. FOLLOW ALL
<br />13 14 15 ELK RIVER MUNICIPAL UTILITIES STANDARDS AND SPECIFICATIONS.
<br />ST M # 05 Q 11 ALTERNATE #1: INSTALL 8-INCH GATE VALVE. FOLLOW ALL ELK
<br />> I RIVER MUNICIPAL UTILITIES STANDARDS AND SPECIFICATIONS.
<br />-
<br />4
<br />ALTERNATE #1: INSTALL 8-INCH 45-DEGREE BEND WITH THRUST
<br />TOP=909.6 \\�\ = BLOCKING. FOLLOW ALL ELK RIVER MUNICIPAL UTILITIES
<br />INV=903.2 W) o�
<br />- STANDARDS AND SPECIFICATIONS.
<br />GB ��° I 6 _ 13 ALTERNATE #1: INSTALL 8-INCH BY 6-INCH TEE. FOLLOW ALL
<br />ST S 2 �2 TOP=909.1 ELK RIVER MUNICIPAL UTILITIES STANDARDS AND SPECIFICATIONS.
<br />can 1 12 PV ❑ \ \ INV-902.2 S rT°
<br />NV=902.7 IN �l a
<br />Oz \ 0 14 ALTERNATE #1: INSTALL 6-INCH GATE VALVE. FOLLOW ALL ELK
<br />7 RIVER MUNICIPAL UTILITIES STANDARDS AND SPECIFICATIONS.
<br />i
<br />STRM #213 15 ALTERNATE #1: CONNECT TO EXISTING 6-INCH WATER SERVICE.
<br />R # 15
<br />STRM 204 9 °FrP ° � O O 16 ALTERNATE #1: INSTALL FIRE HYDRANT AND GATE VALVE. FOLLOW
<br /><❑•a> STRM #203 # uGEi- ❑ ❑
<br />ALL ELK RIVER MUNICIPAL UTILITIES STANDARDS AND
<br />�\ ❑.❑> STRM #109 <❑'❑> <❑ ❑> • SPECIFICATIONS.
<br />i Q �I , 17 ALTERNATE #1: INSTALL 8-INCH BY 4-INCH TEE. FOLLOW ALL
<br />° 21 w i ELK RIVER MUNICIPAL UTILITIES STANDARDS AND SPECIFICATIONS.
<br />i >
<br />N I ❑ 1 18 ALTERNATE #1: INSTALL 4-INCH GATE VALVE. FOLLOW ALL ELK
<br />r a RIVER MUNICIPAL UTILITIES STANDARDS AND SPECIFICATIONS.
<br />19 ALTERNATE #1: CONNECT TO EXISTING 4-INCH WATER SERVICE.
<br />D
<br />20 CONTRACTOR SHALL REMOVE AND REPLACE EXISTING 8-INCH
<br />i 1 \ DROP WATER MAIN AND DEFLECT UNDER PROPOSED STORM SEWER.
<br />n �*° OFFONLY REFER TO DETAIL 15/C5.001. FOLLOW ALL ELK RIVER MUNICIPAL
<br />\ \ IVI > UTILITIES STANDARDS AND SPECIFICATIONS.
<br />\ N 4 4 21 ALTERNATE #1: INSTALL 8-INCH DIP WATER MAIN. FOLLOW ALL
<br />ELK RIVER MUNICIPAL UTILITIES STANDARDS AND SPECIFICATIONS.
<br />N ❑ > CONIC
<br />I U
<br />! 6 G R A S S m 22 STORM INSTALL
<br />NEW MANHOLE OVER EXISTING 18-INCH AND 15-INCH
<br />PKS .,''-- a CONSTRUCTION
<br />•'
<br />CONC
<br />''' G R P 5 5 LINO
<br />WALL STRM
<br />S RM # 1 14 a
<br />�,�,•' S RM #107 j 1
<br />.❑ <❑' STRM •�> o STRM #202 I CONCRETE DOCUMENTS
<br />�T M # 108SMH
<br />STRM 208 /�Q 5 INV-911:4 SW
<br />■'---'-'_, INV=911.5 N
<br />N # 1 � TOP=916.4
<br />6 6 1 G R A S
<br />TRM # 10 STR # 101 ® STRM # 100 Eo ST 209
<br />STRM #207 t --- _ _
<br />� -Fos ce � O 2020 BKBM Professional Engineers, Inc.
<br />TOP 13.2
<br />♦ STRM 1 0 I Fos G R A S S -'-'- _ ® INvos.7 w All rights reserved.
<br />NV=1I E This document is an instrument of service and is the property of BKBM
<br />STRM 1 1 CB 1-'-'.._,_,_,_INv,907 9 NE Professional En Ineers, Inc. and may not be used or copied without
<br />STRM #106 STIR 104 STRM # 103 # " STRM #201 TOP=so5.o prior written consent. y
<br />INV-902.2 NE 21
<br />G 0P=901 I INv=902.0 S BKBM JOB NUMBER: 17445.01
<br />NV=90L3 �
<br />c�
<br />i 6 6 2 ! CONCRETE _ _ _ - - - _ 1 hereby certify that this plan, specification or report was
<br />p i ➢ _ _ - - - _ - - - - - - - - _ prepared by me or under my direct supervision and that I am
<br />Q - - - - - - _ _ - _ JNJ-
<br />- - - - 28'-Is• a LOx r _ GHU- -_ o e a duly Licensed Professional Engineer under the laws of the
<br />- - - - - - - - o- 'o u- o O - : ! -- -- -
<br />HCR 1 - - - - - - - - - ❑ 15 RCP -ovU oHu- 0 - ^n� 6 l2'RCP 15 RCP State of Minnesota.
<br />-� OHE o 6 -� v CB , i o
<br />-{ 1 OHEF OHE PKS CB ....... ._,_,_._._._,_._._._,_._
<br />_ HE INV=901.I 1
<br />4 i 06 - ��_�_�_�_�_�_� _ _ _ _ _ _,_,_,_,_,_,_��,� , NV-90oa , 1
<br />- --'-'-----'+ _-------- - ����-�- CB CB �� ' CB , NOTE:
<br />1, _, _,_�_� TOP=904.1 TOP=904.2 -p 1 -I
<br />........ _ _ _ _� NV=8996 Nw 1NV-899.8 INv-899.9 TOP=9o4.s 11 CONTRACTOR SHALL DEVELOP AND IMPLEMENT A TRAFFIC CONTROL -I- ■
<br />NV=899.9E 3 � � INV=900.9E 1
<br />w(P)1 - W(P) 20 w(P) a
<br />INS=9010 IN �I W(P)-I PLAN WHILE WORKING WITHIN THE PUBLIC RIGHT-OF-WAY. THE Kevin A. Bohl
<br />O INV=soo.4 S
<br />B I T U M I N 0 U s iI �I 10 , TRAFFIC CONTROL PLAN SHALL BE APPROVED BY THE CITY
<br />AI, ro , B I T U M I N License Number: 52209 Date 01/03/2020
<br />g ! ; ENGINEERING DEPARTMENT PRIOR TO STREET CLOSURE. NOTE THAT
<br />SCHOOL STi9EET 1 °57 ,PE SOH
<br />c6 sr TOP 9as.o I THE CLOSURE OF SCHOOL STREET TO THRU TRAFFIC FROM JACKSON
<br />TOP=90� 2 CB - 1
<br />STi9EET
<br />B 1 T U M I N 0 U S
<br />3 iJl
<br />CB
<br />CB
<br />TOP=905.4
<br />INV=891
<br />5 IN _
<br />� S-W TOP=904.5
<br />INV=900.1 N
<br />1
<br />�_....
<br />AVENUE NW TO PROCTOR AVENUE NW IS ANTICIPATED. IN ADDITION, IT
<br />✓OL
<br />Cg
<br />TOP=903.8
<br />INV=898.3 E-W
<br />CANT cEr NORTH INV.
<br />42"'RCP ST
<br />ST
<br />#200 INV=899.3 W
<br />IS ANTICIPATED THAT PROCTOR AVENUE NW WILL BE CLOSED BETWEEN
<br />INV=899.6 _
<br />_,_,_,_,_�_�_�_,_,_,_�_�_�_�,
<br />Nv=898.9E
<br />INV=899.5 N ?
<br />30"RCP ST S
<br />CONCRETE
<br />1
<br />C NCRETE
<br />SCHOOL STREET AND HIGHWAY 10 DUE TO A SHERBURNE COUNTY
<br />'
<br />ST
<br />CONCHILIE
<br />HCIF
<br />CONCRETE
<br />-'-'-'-
<br />- - -'-'-'PKSO
<br />PAVING PROJECT. ROUTING FOR SCHOOL STREET TRAFFIC IS
<br />a RCP sr s
<br />tgSGAS
<br />Q
<br />Gas - A GAS GAS GAS GAS
<br />�„
<br />GAS GAS GAS GAS GAS
<br />CON ET E
<br />G
<br />E c R A s s
<br />f GAS
<br />GYP
<br />ANTICIPATED TO BE DIRECTED TO HIGHLAND ROAD NW. ALL TRAFFIC
<br />G ®PKS TRA 1�
<br />,_,_,_,_�_�_�_� _,_,_,_�_�_�-�. ,
<br />KEYSTONE WALL ®
<br />o EM
<br />o
<br />PKS c R A s s "'�
<br />AS
<br />H
<br />"HZ n HOs PKS
<br />® °
<br />PKS G R A s S GW
<br />°
<br />CONTROL DEVICES REQUIRED FOR STREET CLOSURE SHALL BE
<br />ucE
<br />;
<br />SPEED
<br />MONITOR
<br />INCLUDED IN THE BASE BID.
<br />CONCRETE
<br />UGE
<br />A
<br />TSTONE�WALL
<br />STONE WALL
<br />wE ,�
<br />a
<br />cSRGPI B I T U M I N O U S
<br />B I T U M I N O U S
<br />-
<br />ST S
<br />1
<br />UTILITY PLAN
<br />SEWER STRUCTURE TABLE
<br />C3.00o
<br />1 = 40
<br />1
<br />ABBREVIATIONS
<br />STRUCTURE
<br />STRUCTURE
<br />DIMENSION
<br />NEENAH
<br />CASTING
<br />RIM
<br />INVERT
<br />PIPE LENGTH,
<br />DIAMETER, SLOPE &
<br />NEXT
<br />ID
<br />(INCHES)
<br />TYPE
<br />ELEVATION
<br />ELEVATIONS)
<br />UPSTREAM
<br />STRUCTURE
<br />S
<br />= 899.07
<br />--------
<br />STRM
<br />#100
<br />EX MH
<br />EX
<br />906.73
<br />N
<br />= 899.07
<br />--------
<br />W
<br />= 899.07
<br />120
<br />L.F.
<br />OF
<br />42" RCP
<br />®
<br />0.52%,
<br />STRM
<br />#101
<br />E
<br />= 899.69
<br />--------
<br />STRM
<br />#101
<br />96" MH
<br />R-3067
<br />906.26
<br />W
<br />= 899.69
<br />65
<br />L.F.
<br />OF
<br />30" RCP
<br />®
<br />0.38%,
<br />STRM
<br />#102
<br />N
<br />= 899.69
<br />36
<br />L.F.
<br />OF
<br />42" RCP
<br />@
<br />0.31%,
<br />STRM
<br />#114
<br />E
<br />= 899.94
<br />STRM
<br />#102
<br />60" MH
<br />R-3067
<br />905.74
<br />W
<br />= 899.94
<br />160
<br />L.F.
<br />OF
<br />30" RCP
<br />®
<br />0.38%,
<br />STRM
<br />#103
<br />S
<br />= 902.03
<br />18
<br />L.F.
<br />OF
<br />12" RCP
<br />®
<br />1.00%,
<br />STRM
<br />#113
<br />E
<br />= 900.55
<br />STRM
<br />#103
<br />72" MH
<br />R-3067
<br />906.19
<br />W
<br />= 900.82
<br />114
<br />L.F.
<br />OF
<br />18" RCP
<br />®
<br />0.75%,
<br />STRM
<br />#104
<br />N
<br />= 900.55
<br />36
<br />L.F.
<br />OF
<br />24" RCP
<br />®
<br />1.03%,
<br />STRM
<br />#107
<br />STRM
<br />#104
<br />48" MH
<br />R-3067
<br />905.25
<br />E
<br />W
<br />= 901.67
<br />= 901.67
<br />--------
<br />62
<br />L.F.
<br />OF
<br />18" RCP
<br />@
<br />1.00%,
<br />STRM
<br />#105
<br />STRM
<br />#105
<br />48" MH
<br />R-3067
<br />906.18
<br />E
<br />W
<br />= 902.29
<br />= 902.29
<br />--------
<br />18
<br />L.F.
<br />OF
<br />15" RCP
<br />©
<br />1.00%,
<br />STRM
<br />#106
<br />STRM
<br />#106
<br />24"x36" CB
<br />R-3067
<br />906.43
<br />E
<br />= 902.47
<br />--------
<br />STRM
<br />#107
<br />60" MH
<br />R-3067
<br />906.33
<br />S
<br />W
<br />= 900.92
<br />= 900.92
<br />--------
<br />112
<br />L.F.
<br />OF
<br />24" RCP
<br />®
<br />0.50%,
<br />STRM
<br />#108
<br />STRM
<br />#108
<br />60" MH
<br />R-3067
<br />905.80
<br />E
<br />N
<br />= 901.48
<br />= 901.48
<br />--------
<br />136
<br />L.F.
<br />OF
<br />21" RCP
<br />®
<br />1.00%,
<br />STRM
<br />#109
<br />STRM
<br />#109
<br />48" MH
<br />R-3067
<br />907.50
<br />S
<br />NW
<br />= 902.84
<br />= 902.84
<br />--------
<br />146
<br />L.F.
<br />OF
<br />18" RCP
<br />@
<br />1.00%,
<br />STRM
<br />#110
<br />SE
<br />= 904.30
<br />--------
<br />STRM
<br />#110
<br />48" MH
<br />R-3067
<br />908.35
<br />W
<br />= 904.30
<br />12
<br />L.F.
<br />OF
<br />12" RCP
<br />©
<br />1.00%,
<br />STRM
<br />#111
<br />N
<br />= 904.30
<br />100
<br />L.F.
<br />OF
<br />15" RCP
<br />0
<br />1.00%,
<br />STRM
<br />#112
<br />STRM
<br />#111
<br />24"x36" CB
<br />R-3067
<br />908.50
<br />E
<br />= 904.42
<br />--------
<br />SEWER STRUCTURE TABLE
<br />STRUCTURE
<br />STRUCTURE
<br />DIMENSION
<br />NEENAH
<br />CASTING
<br />RIM
<br />INVERT
<br />PIPE
<br />LENGTH, DIAMETER, SLOPE &
<br />NEXT
<br />ID
<br />(INCHES)
<br />TYPE
<br />ELEVATION
<br />ELEVATIONS)
<br />UPSTREAM
<br />STRUCTURE
<br />STRM
<br />#112
<br />24"x36" CB
<br />R-3067
<br />908.80
<br />S
<br />= 905.30
<br />--------
<br />STRM
<br />#113
<br />24"x36" CB
<br />R-3067
<br />905.56
<br />N
<br />= 902.21
<br />--------
<br />S
<br />= 899.80
<br />--------
<br />STRM
<br />#114
<br />96" MH
<br />R-3067
<br />906.67
<br />NW
<br />= 901.80
<br />147
<br />L.F.
<br />OF
<br />18"
<br />RCP Q
<br />1.50%,
<br />STRM
<br />#115
<br />W
<br />= 899.80
<br />55
<br />L.F.
<br />OF
<br />36"
<br />RCP ®
<br />0.29%,
<br />STRM
<br />#118
<br />STRM
<br />#115
<br />48" MH
<br />R-3067
<br />907.75
<br />SE
<br />N
<br />= 904.00
<br />= 904.00
<br />--------
<br />136
<br />L.F.
<br />OF
<br />15"
<br />RCP ®
<br />1.10%,
<br />STRM
<br />#116
<br />STRM
<br />#116
<br />48" MH
<br />R-3067
<br />909.66
<br />S
<br />E
<br />= 905.50
<br />= 905.50
<br />--------
<br />165
<br />L.F.
<br />OF
<br />12"
<br />RCP @
<br />1.00%,
<br />STRM
<br />#117
<br />STRM
<br />#117
<br />24"x36" CB
<br />R-3067
<br />910.94
<br />W
<br />= 907.15
<br />--------
<br />STRM
<br />#118
<br />60" MH
<br />R-3067
<br />905.85
<br />E
<br />NW
<br />= 899.96
<br />= 899.96
<br />--------
<br />408
<br />L.F.
<br />OF
<br />36"
<br />RCP @
<br />0.30%,
<br />STRM
<br />#119
<br />SE
<br />= 901.20
<br />--------
<br />STRM
<br />#119
<br />96" MH
<br />R-1733
<br />909.50
<br />W
<br />= 901.35
<br />-_______
<br />NW
<br />= 901.30
<br />-
<br />S
<br />= 904.71
<br />20
<br />L.F.
<br />OF
<br />12"
<br />RCP ®
<br />2.00%,
<br />STRM
<br />#120
<br />STRM
<br />#120
<br />24"x36" CB
<br />R-3067
<br />909.10
<br />N
<br />= 905.10
<br />--------
<br />STRM
<br />#200
<br />EX MH
<br />EX
<br />905.00
<br />S
<br />N
<br />= 898.40
<br />= 899.40
<br />--------
<br />96
<br />L.F.
<br />OF
<br />30"
<br />RCP @
<br />1.50%,
<br />STRM
<br />#201
<br />S
<br />= 900.84
<br />--------
<br />STRM
<br />#201
<br />72" MH
<br />R-3067
<br />905.78
<br />N
<br />= 901.34
<br />51
<br />L.F.
<br />OF
<br />24"
<br />RCP ®
<br />1.03%,
<br />STRM
<br />#202
<br />E
<br />= 901.09
<br />156
<br />L.F.
<br />OF
<br />30"
<br />RCP @
<br />1.1 1 %,
<br />STRM
<br />#207
<br />STRM
<br />#202
<br />48" MH
<br />R-3067
<br />906.30
<br />S
<br />N
<br />= 901.87
<br />= 901.87
<br />--------
<br />137
<br />L.F.
<br />OF
<br />21 "
<br />RCP @
<br />1.00%,
<br />STRM
<br />#203
<br />SEWER STRUCTURE TABLE
<br />STRUCTURE
<br />STRUCTURE
<br />DIMENSION
<br />NEENAH
<br />CASTING
<br />RIM
<br />INVERT
<br />PIPE LENGTH, DIAMETER, SLOPE &
<br />NEXT
<br />ID
<br />(INCHES)
<br />TYPE
<br />ELEVATION
<br />ELEVATION(S)
<br />UPSTREAM
<br />STRUCTURE
<br />STRM
<br />#203
<br />60" MH
<br />R-3067
<br />908.30
<br />S
<br />E
<br />= 903.24
<br />= 903.24
<br />--------
<br />36
<br />L.F.
<br />OF
<br />21 " RCP ®
<br />1.00%, STRM
<br />#204
<br />STRM
<br />#204
<br />48" MH
<br />R-3067
<br />908.30
<br />W
<br />NE
<br />= 903.60
<br />= 903.60
<br />--------
<br />161
<br />L.F.
<br />OF
<br />18" RCP @
<br />1.00%, STRM
<br />#205
<br />SW
<br />= 905.21
<br />--------
<br />STRM
<br />#205
<br />48" MH
<br />R-3067
<br />911.06
<br />N
<br />= 905.21
<br />205
<br />L.F.
<br />OF
<br />12" RCP ©
<br />1.00%, STRM
<br />#206
<br />SE
<br />= 905.71
<br />112
<br />L.F.
<br />OF
<br />12" PVC ®
<br />1.00%, STRM
<br />#213
<br />STRM
<br />#206
<br />24"x36" CB
<br />R-3067
<br />910.66
<br />S
<br />= 907.26
<br />--------
<br />STRM
<br />#207
<br />60" MH
<br />R-3067
<br />908.47
<br />W
<br />E
<br />- 902'82
<br />= 902.82
<br />180
<br />L.F.
<br />OF
<br />30" HDPE ® 1.10%, STRM #208
<br />STRM
<br />#208
<br />48" MH
<br />R-1733
<br />913.00
<br />W
<br />E
<br />= 904.80
<br />= 904.80
<br />--------
<br />169
<br />L.F.
<br />OF
<br />27" RCP @
<br />1.12%, STRM
<br />#209
<br />STRM
<br />#209
<br />EX MH
<br />EX
<br />913.20
<br />W
<br />= 906.70
<br />--------
<br />STRM
<br />#210
<br />EX MH
<br />EX
<br />910.30
<br />S
<br />= 905.80
<br />75
<br />L.F.
<br />OF
<br />15" RCP ®
<br />1.00%, STRM
<br />#211
<br />STRM
<br />#211
<br />48" MH
<br />R-1733
<br />912.30
<br />N
<br />E
<br />= 906.55
<br />= 906.55
<br />--------
<br />20
<br />L.F.
<br />OF
<br />15" PVC @
<br />1.00%, STRM
<br />#212
<br />STRM
<br />#212
<br />15°
<br />NA
<br />W
<br />= 906.75
<br />CONNECTION
<br />STRM
<br />#213
<br />ROOR DRAIN
<br />R-4380
<br />914.50
<br />NW
<br />= 906.83
<br />COLLECTOR
<br />UTILITY NOTES FOR WORK IN PUBLIC RIGHT-OF-WAY:
<br />1. FOLLOW ALL CITY OF ELK RIVER STANDARDS AND SPECIFICATIONS.
<br />2. PRIOR TO CONSTRUCTION, CONTRACTORS ARE TO COORDINATE ALL WORK WITHIN
<br />RIGHT-OF-WAY AND OBTAIN ALL APPLICABLE PERMITS.
<br />UTILITY NOTES:
<br />1. PROTECT ALL EXISTING STRUCTURES AND UTILITIES WHICH ARE NOT SCHEDULED TO BE
<br />REMOVED.
<br />2. ALL SEWER AND WATER CROSSINGS SHALL HAVE A MINIMUM VERTICAL SEPARATION OF 1.5
<br />FEET AND HORIZONTAL SEPARATION OF 10 FEET. FOLLOW ALL HEALTH DEPARTMENT AND
<br />CITY OF ELK RIVER STANDARDS.
<br />3. ALL WATER MAINS SHALL BE DUCTILE IRON PIPE, CLASS 52, UNLESS NOTED OTHERWISE.
<br />4. ALL WATER MAIN SHALL HAVE A MINIMUM DEPTH OF COVER OF 7.5 FEET OVER TOP OF
<br />WATER MAIN.
<br />5. STORM SEWER PIPING SHALL BE REINFORCED CONCRETE PIPE (RCP) OR SCH 40 POLY
<br />VINYL CHLORIDE (PVC), UNLESS NOTED OTHERWISE. ALL 12-INCH THROUGH 18-INCH RCP
<br />STORM SEWER PIPE SHALL BE CLASS 5. RCP PIPE LARGER THAN 18-INCH SHALL BE
<br />CLASS 3 UNLESS NOTED OTHERWISE.
<br />6. CONTRACTORS SHALL COORDINATE ALL WORK WITH GAS, ELECTRIC, TELEVISION AND
<br />TELEPHONE COMPANIES PRIOR TO START OF CONSTRUCTION. WHERE PROPOSED UTILITIES
<br />CROSS OVER/UNDER EXISTING SMALL UTILITIES, CONTRACTOR SHALL PROTECT EXISTING
<br />SMALL UTILITIES FROM DAMAGE/DISTURBANCE. NO ADDITIONAL COMPENSATION WILL BE
<br />PROVIDED FOR BRACING, SHORING, OR OTHER MEANS OF PROTECTION OF SMALL UTILITIES.
<br />NO ADDITIONAL COMPENSATION WILL BE PROVIDED FOR REMOVAL/RELOCATION OF SMALL
<br />UTILITIES THAT COULD HAVE BEEN ANTICIPATED DURING BIDDING.
<br />7. ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10-FEET OF THE BUILDING
<br />OR WATER SERVICE LINE SHALL BE TESTED IN ACCORDANCE WITH MN PLUMBING CODE.
<br />8. ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GAS TIGHT OR
<br />WATER TIGHT IN ACCORDANCE TO MN PLUMBING CODE. APPROVED RESILIENT RUBBER
<br />JOINTS MUST BE USED TO MAKE WATER TIGHT CONNECTIONS TO MANHOLES, CATCH
<br />BASINS, AND OTHER STRUCTURES. GROUT RINGS ARE AN ACCEPTABLE ALTERNATIVE.
<br />CEMENT MORTAR JOINTS ARE PERMITTED ONLY FOR REPAIRS AND CONNECTIONS OF
<br />EXISTING LINES CONSTRUCTED WITH SUCH JOINTS.
<br />PROPOSED PLAN
<br />SYMBOLS
<br />CONSTRUCTION LIMITS
<br />PROPERTY LINE
<br />- -
<br />SAWCUT LINE (APPROX.) -
<br />- - - - - - -
<br />WATER PIPE
<br />FIRE HYDRANT
<br />GATE VALVE
<br />N
<br />STORM SEWER
<br />CATCH BASIN
<br />■
<br />MANHOLE
<br />PIPE INSULATION
<br />POWER LOOP PER ELK
<br />-
<br />RIVER MUNICIPAL UTILITIES
<br />WATER SERVICE NOTE:
<br />MAINTAIN WATER SERVICE TO THE EXISTING
<br />ICE ARENA AND HIGH SCHOOL THROUGHOUT
<br />CONSTRUCTION. WATER SERVICE TO ICE
<br />ARENA AND HIGH SCHOOL WILL BE ALLOWED
<br />TO BE SHUT DOWN FOR A MAXIMUM OF 2
<br />DAYS TO MAKE THE NECESSARY
<br />DISCONNECTIONS AND CONNECTIONS FOR
<br />THE NEW MAIN. DAYS WATER SERVICE WILL
<br />BE SHUT DOWN SHALL BE COORDINATED
<br />WITH THE BUILDING OWNERS A MINIMUM OF 1
<br />MONTH BEFORE THE START OF
<br />CONSTRUCTION.
<br />BLDG
<br />Building
<br />BM
<br />Bench Mark
<br />CB
<br />Catch Basin
<br />CONIC
<br />Concrete
<br />DIP
<br />Ductile Iron Pipe
<br />ELEV
<br />Elevation
<br />EX
<br />Existing
<br />FFE
<br />Finished Floor Elevation
<br />HDPE
<br />High Density Polyethylene
<br />INV
<br />Invert
<br />MAX
<br />Maximum
<br />MH
<br />Manhole
<br />MIN
<br />Minimum
<br />PIV
<br />Post Indicator Valve
<br />PVC
<br />Polyvinyl Chloride
<br />RCP
<br />Reinforced Concrete Pipe
<br />RD
<br />Roof Drain
<br />NOTE:
<br />SANITARY SEWER, STORM SEWER, AND
<br />WATERMAIN PREVIOUSLY INSTALLED
<br />UNDER SEPARATE CONTRACT. NO
<br />AS -BUILT SURVEY HAS BEEN PROVIDED.
<br />REFER TO BKBM PLANS DATED
<br />05-28-2019 FOR THE ELK RIVER
<br />MULTI PURPOSE FACILITY FOR
<br />PROPOSED DESIGN.
<br />EXISTING STORM DO
<br />SEWER
<br />EXISTING D
<br />SANITARY SEWER
<br />EXISTING
<br />WATERMAIN
<br />Comm: 182030
<br />Date: 01 /03/2020
<br />Drawn: WH
<br />Check: KAB North
<br />Utility Plan
<br />3mO
<br />00
<br />
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