|
FLOWS FROM
<br />TOP OF
<br />CASTING
<br />(L)
<br />-
<br />INV
<br />ELEV
<br />FROM
<br />PIPE
<br />SLOPE
<br />INV
<br />ELEV
<br />TO
<br />-
<br />FLOWS
<br />TO
<br />COORDINATES
<br />DRAINAGE TAHt A710N -. (This Sheet Only)
<br />STR.
<br />OR
<br />APRON
<br />INLET
<br />STR
<br />OR
<br />APRON
<br />OUTLET
<br />- : NEW -
<br />STRUCTURE CONSTRUCTION
<br />15•.:
<br />RC PIPE (DESIGN
<br />- -.
<br />3006)
<br />2'
<br />PVC PIPE
<br />PERF PVC
<br />PIPE
<br />RCARCFI
<br />ESP -
<br />(DEMON
<br />RC PIPE CULVERT (DESIGN 3006)
<br />RCPAR Fi
<br />CULVERT
<br />(D3EWBN
<br />CLAY DRAIN
<br />TILE
<br />LENGTH OF PIPE INCLUDES: 1
<br />SOD
<br />- GUIDE
<br />POSTS
<br />FOOTNOTES
<br />( -
<br />-
<br />-
<br />DESIGN
<br />(F)
<br />PAY
<br />HEIGHT
<br />CASTING
<br />ASSEMBLY
<br />(F)
<br />-:
<br />LR
<br />BEND
<br />WVERT.
<br />ELBOW
<br />(E)
<br />TEE
<br />SECTION
<br />.TYPE
<br />EROSION
<br />TYPE
<br />B
<br />. X
<br />Y
<br />-.
<br />POINT
<br />NO
<br />POINT
<br />:. NO.
<br />CL il.
<br />18'
<br />CL 11
<br />CL II
<br />24'
<br />CL II
<br />- B'
<br />10'
<br />-
<br />17.
<br />4'
<br />44 :
<br />SPAN CL OA
<br />15'
<br />CL II
<br />18'
<br />CL II
<br />21'
<br />- CL 11
<br />24' 1 - 36'
<br />- CL II CI. 11
<br />- 44•
<br />SPAN
<br />10'
<br />FT
<br />FT
<br />FT/FT
<br />FT
<br />UN F
<br />TYPE
<br />L.F.
<br />APR
<br />LF.
<br />APR
<br />LF.
<br />APR
<br />LF.
<br />APR
<br />LF. APR
<br />LF.
<br />APR!
<br />L.F. APR
<br />LF.
<br />LF
<br />APR
<br />LF.
<br />APR
<br />LF..
<br />CL IA
<br />DRAIN TILE
<br />1
<br />894
<br />890.80
<br />0.0060
<br />890.50
<br />2
<br />4 557,501.95
<br />156413.79
<br />C OR G
<br />3.1
<br />APR
<br />LF.
<br />APR
<br />- L.F.
<br />APR, L.F.
<br />APR
<br />LF.
<br />I APR
<br />LF.
<br />APR
<br />H=HORIZ.
<br />NO.43
<br />R=RI9ER
<br />SO YD
<br />EACH
<br />2
<br />880.50
<br />..
<br />557.548.3
<br />158,403.32
<br />- APRON
<br />11.0
<br />3
<br />884.5
<br />881.60.
<br />_.
<br />0.0100 890.30
<br />4
<br />" 557.747.37
<br />: 158,487.94
<br />- C, G. OR 11
<br />2.9
<br />68
<br />114
<br />4 -
<br />890.30
<br />557,642.2
<br />158,410.95.
<br />APRON
<br />:
<br />1
<br />BA
<br />- (A)
<br />5
<br />893.3
<br />890.65
<br />0.0055 890.81
<br />6
<br />..557,727.59
<br />184185.12
<br />C OR G
<br />3.6
<br />B-0
<br />(0)
<br />8
<br />893.4
<br />890.11
<br />0.0048 - 869.48
<br />B
<br />857,724.65 -
<br />.158,18020
<br />C OR G
<br />42
<br />- .1141'
<br />140
<br />-
<br />(0)
<br />7
<br />892.7
<br />891.15
<br />0.0030 891.86
<br />: 10
<br />I 557,898.07
<br />15409924
<br />- PLUG
<br />90
<br />-
<br />-
<br />8
<br />891.00
<br />- 1
<br />' 657,803..
<br />154261.25
<br />APRON
<br />-
<br />15:0.
<br />(A).
<br />9
<br />894
<br />891.45
<br />0A030 891.00
<br />10 -
<br />.557.895.10
<br />156.20545
<br />PLUG
<br />�
<br />150
<br />10 .-
<br />893.8
<br />881.00
<br />0.0065 890.85
<br />- 5 ..
<br />567.75413
<br />158,140.87
<br />C. G, OR H
<br />72
<br />A-11
<br />58
<br />11
<br />-
<br />892.00
<br />0.4000 804.00
<br />`_1
<br />557339.65
<br />156,264.98
<br />CONN
<br />13 -
<br />88400
<br />-02200 888.30
<br />14
<br />557,662.93
<br />168,214.04
<br />APRON
<br />W
<br />14
<br />...
<br />890.50
<br />400711 890.96
<br />15
<br />507,547.79
<br />158,204.95
<br />DES SPEC
<br />14
<br />(8):.
<br />15
<br />880.38
<br />-
<br />557,555.7
<br />. 168,18821
<br />APRON
<br />95,
<br />- 18
<br />-. 892.
<br />89048
<br />0.0020 890.13
<br />- 19
<br />-
<br />657,673.01
<br />155723.68.
<br />PLUG
<br />189
<br />.(A)
<br />- 17
<br />892.75.
<br />889.91
<br />0.0020 889.59
<br />18:..
<br />557,708.62.
<br />155,760.71
<br />PLUG
<br />...
<br />-
<br />.
<br />189
<br />18
<br />89275
<br />890.23
<br />0.0020 890.13
<br />19
<br />557,58839
<br />155.66905.
<br />TEE
<br />-
<br />80
<br />.19
<br />893.05
<br />890.13
<br />0.0030. 889.92
<br />20 -
<br />557,554.78 -
<br />1548915,4
<br />C, 91, OR H
<br />-.
<br />3.3
<br />M-11
<br />70'
<br />20
<br />8933
<br />589.92
<br />0.0045 889.93
<br />21
<br />557489.38
<br />155.85120
<br />601898
<br />48
<br />3411
<br />-
<br />131
<br />-
<br />3 - 7.5' H
<br />...
<br />(B) (D)
<br />1020
<br />.557,489.3
<br />155,852.49
<br />-
<br />..
<br />5574190
<br />165.923.31
<br />(C)
<br />21
<br />8833
<br />88913
<br />0.0030
<br />889.00
<br />22
<br />557,37531
<br />155.91843
<br />654020
<br />55
<br />M-11
<br />38
<br />(D)
<br />W21 -
<br />_
<br />557,3743
<br />156820.01
<br />22
<br />888.00
<br />- -
<br />557,3546
<br />- 155.957.70.
<br />APRON
<br />30.0
<br />(A)
<br />23
<br />894
<br />89129
<br />0.0030
<br />890.88
<br />24.
<br />557283.78
<br />135418.32
<br />PLUG
<br />210
<br />-
<br />24 -
<br />.
<br />883.3
<br />890.51
<br />0.0090
<br />890.03
<br />- 27
<br />557.413.80
<br />155.57E01
<br />C, G, OR H
<br />3.2
<br />M-11
<br />-
<br />159
<br />-
<br />-
<br />-
<br />25
<br />892.5
<br />'
<br />890.12
<br />0.0030
<br />890.03
<br />27
<br />557428.03
<br />155,747.07
<br />- PLUG
<br />26
<br />692.5
<br />880.301.
<br />0.0030
<br />890.03 27
<br />557.48084
<br />15579229
<br />-' PLUG
<br />-
<br />87
<br />27
<br />892.
<br />890.03
<br />0.0030
<br />.889.92 20
<br />557.473.83
<br />..154021.34.
<br />- C OR G
<br />4.1
<br />M-11
<br />_ _
<br />39
<br />-
<br />-
<br />.
<br />-
<br />(0)
<br />28
<br />- 895.
<br />-
<br />891.55
<br />0.0045
<br />889.95 - 28
<br />557,301.77
<br />15442723
<br />- PLUG
<br />989
<br />-
<br />29
<br />892.8
<br />88939
<br />- 0.0030
<br />88453 30
<br />557,36954
<br />154910.50
<br />C OR G
<br />4A
<br />M-11
<br />87
<br />-
<br />-
<br />-
<br />-
<br />(0)
<br />30
<br />8933.
<br />989.53
<br />02035
<br />889.33 21
<br />557328.62
<br />155.88887
<br />54-4020 -
<br />5.1
<br />M-11
<br />67
<br />1030
<br />557,328.5
<br />155,88828
<br />(D)
<br />31.
<br />894.25
<br />89050.
<br />0.0150
<br />989.96 : 29
<br />557,998.01
<br />165,802.01
<br />C OR G
<br />3.7
<br />B4
<br />88
<br />..
<br />_
<br />32
<br />895
<br />890.25
<br />0.0030
<br />880.03 30
<br />557,259.10
<br />155,918.18
<br />PLUG
<br />-
<br />73
<br />33 - ..
<br />893.41
<br />0.0168
<br />893.33 101
<br />558,275.68
<br />15444728.
<br />APRON
<br />29.0
<br />1
<br />(5,)(G)
<br />34
<br />894.80
<br />558,180.6
<br />158,451.05
<br />. APRON
<br />30.0
<br />1
<br />(A) (G)
<br />102
<br />-.
<br />894.93
<br />0.0188
<br />894.90 34
<br />558.1854
<br />15845086
<br />CONN
<br />35
<br />902.09
<br />00155
<br />901.91 103 -.
<br />554284.15
<br />155,83388 -
<br />APRON
<br />12
<br />1
<br />13.0
<br />1
<br />00)
<br />(A) 03)
<br />38 -
<br />6925
<br />-.
<br />85988
<br />0.0030 88479 37
<br />657,521.73
<br />158,024.75
<br />-P150
<br />..
<br />30
<br />37
<br />'
<br />9925
<br />889.79
<br />0.0030', 888.73 98
<br />567,521.73
<br />15402475
<br />TEE
<br />23
<br />as
<br />692.
<br />889.73
<br />0.0030 859.82 39
<br />557,489.84
<br />156,00437
<br />TEE
<br />34
<br />39 - -
<br />-
<br />682.
<br />889.82
<br />.0.00301 88433 . 21
<br />' 657,484.80
<br />155,857.49
<br />C, 5, OR H
<br />9.5
<br />( 61.11
<br />97
<br />40 -
<br />-
<br />892.5
<br />889.89
<br />0.0030 889.79 97
<br />557,48122.
<br />156,02347:.
<br />PLUG ".
<br />:. ..
<br />-
<br />28
<br />-
<br />- 41 -
<br />- 8525
<br />865.82
<br />0.0030
<br />889.73 38
<br />557,484.17'
<br />158,009.15
<br />P150 ..
<br />-
<br />-
<br />90
<br />42
<br />893.
<br />89028
<br />0.0030
<br />889.93 21
<br />657.417.80
<br />155914.98
<br />PLUG
<br />49
<br />43
<br />-
<br />893
<br />590.11
<br />0.0030
<br />888.93 21
<br />657,413.94
<br />165,88328
<br />. P150 .
<br />::
<br />-
<br />58
<br />44
<br />8925
<br />890.37
<br />0.0090
<br />859.92 ' 20 -
<br />557,588.91 -
<br />15596859
<br />.. PLUG
<br />-
<br />-
<br />189
<br />-
<br />...
<br />48
<br />858.00. -0.0250
<br />886.25 49
<br />556,45422.
<br />155,951.48
<br />APRON- I
<br />-
<br />'4 -
<br />1
<br />-
<br />..
<br />(5)
<br />49
<br />888.96 0.0100
<br />888.06 60
<br />554457.2.
<br />155987.10
<br />DES SPEC 1
<br />85
<br />-
<br />(5,) h:)
<br />50
<br />_.
<br />866.05 -
<br />1 554477.9
<br />164056.10
<br />APRON -
<br />1
<br />..
<br />-
<br />_
<br />140
<br />(A)
<br />51
<br />-
<br />890.50 0.0070 890.15 52
<br />557.480.48
<br />154095.18.
<br />.. APRON
<br />82
<br />1
<br />-
<br />10.0
<br />W
<br />52 -
<br />880.18
<br />557,400.6
<br />. 154030.55
<br />APRON
<br />1
<br />11.0
<br />53
<br />89030 0.0030. 89020 54
<br />557,301.48
<br />155,967.02
<br />APRON
<br />-
<br />28
<br />1
<br />10.0
<br />..
<br />(A)
<br />(A)
<br />54
<br />89020
<br />557,2002
<br />165.95620
<br />APRON
<br />-
<br />-
<br />1
<br />-
<br />-
<br />11.0
<br />(A)
<br />55
<br />-
<br />889.82 0.0050 889.40 58
<br />568,972.7
<br />155,827.70
<br />.505011
<br />-
<br />37
<br />1
<br />-
<br />19.0
<br />(A)
<br />58
<br />88940
<br />558.9441 ..
<br />165,79423
<br />APRON
<br />164
<br />'(A)
<br />57
<br />893.40 0.0013 893.01. 55
<br />557,40821
<br />155,334.73
<br />. APRON :
<br />-
<br />.280
<br />1
<br />10.0
<br />1
<br />(A)
<br />55
<br />.
<br />893.01 - :.
<br />557,1912 -
<br />155,305.02
<br />APRON
<br />-
<br />1
<br />11.0
<br />1
<br />50
<br />859.00 0.002 888.90 80
<br />557,515.05
<br />15400820
<br />APRON -
<br />32
<br />1
<br />I
<br />_
<br />10.0 -
<br />1
<br />(A)
<br />N)
<br />00 -
<br />89490
<br />557,486.2 -
<br />155,03228
<br />APRON
<br />1
<br />11.0
<br />1
<br />(5)
<br />61
<br />90157 0.0092 901.54 62
<br />554180.33
<br />154,83921
<br />APRON
<br />45
<br />1
<br />60
<br />1
<br />(A) (3)
<br />62 -
<br />901.54 -
<br />558,100.0
<br />'154,989.64
<br />APRON
<br />-
<br />1
<br />-
<br />9.0
<br />1
<br />(A)(0)
<br />- 89
<br />888.11 0405 887.14 64
<br />554949.49
<br />15461303
<br />- BEND
<br />...
<br />-
<br />..
<br />193.
<br />1.32.3' H
<br />-
<br />(6)
<br />04
<br />867.14
<br />558,857..
<br />155,782.92.
<br />OUTLET
<br />..
<br />-
<br />-
<br />.
<br />1
<br />(94)
<br />85
<br />88200 0.005 891.18 85
<br />557,235.17
<br />156127.70
<br />CONN
<br />188
<br />.
<br />64
<br />- 891.18 0.005 980.79 87
<br />557,108.55
<br />156,032.09
<br />- TEE
<br />-
<br />-
<br />73
<br />57
<br />890.79
<br />557,090.7
<br />156,86925
<br />APRON
<br />1
<br />65
<br />09200 0.0122. 891.16 68
<br />557,175.62.
<br />156,01735
<br />CONN
<br />89
<br />.0.009 - 6
<br />557,732.73
<br />156,22925
<br />- PLUG
<br />48
<br />-
<br />_
<br />_
<br />.
<br />-
<br />PI)
<br />70
<br />3208 a
<br />557,767.51
<br />158,187.76
<br />PLUG
<br />71
<br />0.003 5
<br />557.70745
<br />156,150.79.
<br />' PLUG
<br />72
<br />: OA03 31
<br />55743157.
<br />155,524.53.-
<br />PLUG
<br />. " -
<br />40
<br />73
<br />0.003 - 91
<br />557,410.14
<br />155,76528
<br />.. PLUG
<br />101 -
<br />89533
<br />558,2735
<br />1584733
<br />CONK
<br />(11)
<br />103.
<br />901.01 - .
<br />5542525
<br />165,833.72
<br />CONN
<br />04)
<br />104
<br />889.7 0.006 88411 63
<br />688,93000
<br />15532100
<br />: - CONN
<br />293
<br />_.
<br />01)
<br />105
<br />894,14 - -
<br />557.885.4
<br />15431058
<br />OUTLET
<br />(J)
<br />108.
<br />09400
<br />557,4454
<br />155,285.31.
<br />OUTLET
<br />-
<br />(J)
<br />88400
<br />OUTLET
<br />(J)
<br />-
<br />STORM PIPE TOTALS
<br />-
<br />-
<br />- -
<br />-
<br />320
<br />3
<br />283
<br />2
<br />211
<br />1
<br />325
<br />1
<br />168
<br />69
<br />295
<br />1
<br />1681
<br />36
<br />1
<br />45
<br />2
<br />121
<br />8
<br />37
<br />2
<br />12
<br />1
<br />7
<br />2
<br />290
<br />2 -
<br />486
<br />1
<br />290.0
<br />9
<br />- -
<br />- -
<br />GENERAL
<br />NOTE&
<br />1. COORDINATES AND ELEVATIONS ARE GIVEN TO END OF APRON OR END OF SAFETY APRON.
<br />2. CENTER OF CASTING OPENING AT 1.0 FOOT FROM FACE OF CURB.
<br />3. CENTER OF CASTING OPENING AND ADDITIONAL COORDINATES AT CENTER OF BASE FOR DESIGN 4020 AND SD STRUCTURES. -
<br />NO7ES-
<br />W TIE LAST THREE JOINTS AT APRON END. TIED
<br />(B) LENGTH OF PIPE INCLUDES BENDS. TIE JOINTS
<br />- TIED JOINTS AND BENDS SHALL BE CONSIDERED
<br />(C) RADIUS POINT FOR LONG RADIUS BENDS.
<br />(D) PAY HEIGHT INCLUDES AN ADDITIONAL 1 FOOT
<br />CONCRETE FILL SHALL BE CONSIDERED INCIDENTAL
<br />SEE DRAINAGE DETAILS FOR OUTLET STRUCTURE.
<br />(F) DESIGN REFERS TO MINNESOTA DEPARTMENT
<br />(G) SAFETY APRON.
<br />01) CONNECT TO EXISTING DRAIN TILE. PAYMENT
<br />(J) DAYLIGHT DRAIN TILE TO PROPOSED DITCH.
<br />(() CONNECT TO EXISTING CULVERT. PAYMENT
<br />(L) TOP OF CASTING GIVEN TO CENTER OF GRATE
<br />(M) APRON SHALL BE METAL TOTAL APRON LENGTH
<br />(N) DRAIN TILE SHALL BE PLACED AT BOTTOM OF
<br />JOINTS SHALL
<br />AT ALL BEND
<br />INCIDENTAL
<br />SUMP. FILL
<br />TO
<br />OF TRANSPORTATION
<br />SHALL BE MADE
<br />SHALL BE MADE
<br />SHALL BE
<br />SUBCUT AT A
<br />BE CONSIDERED INCIDENTAL TO PIPE CONSTRUCTION.
<br />SECTIONS AND THREE JOINTS ON EACH SIDE OF BENDS. -
<br />TO PIPE CONSTUCTION. q9s
<br />-. - iO.A p•M_
<br />SUMP WITH MN0007 MIX 3Y43 CONCRETE (OR EQUIVALENT).
<br />DRAINAGE STRUCTURE CONSTRUCTION.
<br />STANDARD PLATES _ O 1 { 2003
<br />V 8J
<br />UNDER 2502.
<br />UNDER 2503. CITY QF LINE LAKES
<br />1 �1
<br />4 FEET. - - - - -
<br />MINIMUM GRADE OF 0.3%. -
<br />„F,;E. 4. i_i., 04" 4440'ccl-
<br />073 2071 .11
<br />0
<br />0' 4.21 F ,
<br />EAGLE BROOK
<br />CHURCH
<br />LINO LAKES.
<br />CAMPUS
<br />ADDITION
<br />BWBR
<br />ARCHITECTS
<br />LaaaOn Common -
<br />380 S1. Peter Sttee, Suite 600
<br />Saint Paul, MN 55102.1996
<br />651222370
<br />CONSULTING GROUP. INC.
<br />SOite 150
<br />One Carlson Parkway.'.
<br />Minneapolis, 016 55447
<br />Tel 7533 -475 -0010
<br />Fox. 703- 475 -24229
<br />Cardrhretlen
<br />hereby ea. Pt.n c p •
<br />..Pere e., peteened b9 .
<br />se or under [NU deed edge, elor end
<br />O Weaved p.P4.•81e1■1
<br />bguv , of One Beene
<br />Wad Willa 0. Eshena 7
<br />Sale 1073103. Re, 07, 409.29
<br />CU' Ntbmiltai - 10,13'03
<br />EAGLE BRECt
<br />010447)1
<br />.1003873 J. GULLK:JN
<br />.Sot.." 0ati910 By
<br />1203100 J. TYKESGN
<br />M3 CMJN By
<br />0703/03 W 051844UR
<br />TABULATIONS
<br />JI
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