}
<br />I
<br />r
<br />65 L.F. 24e C.M. R
<br />r-T79L.F. IS°R.C.P.
<br />OUTLET B BAFFLED WEIR
<br />0.45 %• WE DETAIL) I w%"C.M.R IPRON
<br />Lj INV. 902.00
<br />155 L.T-: tG"R.C:P,- -- - _ - - - - - - -- -- ,27i�C.P. APRON _ - - l i / V
<br />C.45 % i� w/6CY RIPRAP
<br />...._.._ .C. P. _ .. 130 035 I°R / I
<br />41bF 0.30%.P. - -�- -_-- I\ ii{III `1 ,`;wv T•_ ...._ .. ..-.._°!"•.-'_ ._ "'. --.. � ... .. -_ -.
<br />• - - -
<br />s2oa _ :�' 6P ax - er�.a _ IA
<br />\\ _
<br />ems- . '1 . � �.....-
<br />_ -
<br />)� i l
<br />< < - - - --- 1 -- - -
<br />/85 ' �`
<br />_ ------
<br />0 cc
<br />....- _ _.. SFEU .. _ -._ - - _- - -_ _ C.0 y0
<br />\\ / 9/e.6 )I 9 C.B. 2 '/7sC.8.3 S t•y_.._-_. -_O.Z -
<br />9/78
<br />7 .. ....L. __ _ ...... ... 7"R.C.P. APRON/ 911 _ 2
<br />ST-9 VT-w/6CY. RIPRAP9/B.4 Is17.5 .Q
<br />I>n
<br />�✓ l 9/B.3 I d N m 9/7.6 0 \ ..5 6T-6 ! +
<br />9/7.7,3p + 9/).B7 9/7.87 - x I'+ `f.�'S4 r65L.F. 27"R.C.P. Q
<br />OrPrear 9/7,BP _-' 9/7,6
<br />u: x tf +-•-'sieo -. 920./
<br />`I cure I pds IN . 913.8'i ,-,.I INV. 913.17J /7Bz J 9/7.27 - g y5 '�I _Z
<br />' IT,pA (yiINIMUM) I (MINIMUM). sne•. o �i=----- gl .0 o��2os szte ^
<br />•+' ,�:` I L.F. 10"P.VC. ' -- - QO 01f Ltj w
<br />_...
<br />�,,.� -., oy a i , . d• °' 1\ (a� 1.00 % I �a I:�00%• :1::;:, 9/7B`zx g�7 : xs/e.2 -- -g- I 922./ _ _ - - __922. _ �• 'C P - - -
<br />e.
<br />1 _,,; ,. /9s g$' -. _ _ /e.z 9/8.2
<br />�U�ry\ •\/' ' / II I'tI \• \ 1ii .•�( .. -..� .�-.......3--B.2
<br />®
<br />_82
<br />na7INV.916.0 s 8.z10
<br />_-IQLF. 10C.B. INV. 914.4 92P.9P03
<br />nP,OO/PVC I ST 60L.F. 10"PV.0. INV. 912.7
<br />.::55L.F. 10'PVC. "
<br />FFE 922.2 :_.....---......... ..�..:........... - ............ ...._.:.. ° S _
<br />�\
<br />�•
<br />1 ..y
<br />m
<br />LD
<br />192 3 2.15 1 . 1 , `... .....
<br />___ ...- __._ _..-.___..... F
<br />...-___---_____-_-_-_
<br />FIFE 922 2
<br />KI 1 9 3 ) I 920.E 919.E .......... ..... .....-....... ..... ... .. ... ._ ... ......__.._........_...............-_.......... .. ........... .._ -_ -.. .. _ .. .. �'
<br />919.7
<br />20. .' ( I I r IFFE 922,2I:�
<br />e I Oed las ' I I 92P Cur/5_-- 92 ./5 922./5 I / r j / s e I '• �:r I FFE 92T..2 -- r•- � -_
<br />e
<br />9/9.8:•,`) ems(' 920. ( ( 92P "/5'•'•--�" -- _Inr 92/.45 92/.45 '. / I o e I \
<br />92/.35
<br />QI \ \ 922./5 1., 12/./
<br />Q. 9/5,8 9/B.P k '.a�nL I 92P/d _-- _-__ePP IS �E o
<br />9/BB 920.P /Iy9PP./5 •- t _....! `9P /3 ` '` 920.95 �� ,I d+P/ .........
<br />\ .. _ 9P1.3 ....... .. gQl .. ........._--.. .2.9 ... �920.3. .920,75 .....�-7...__ ....921.30
<br />..921. N � g •- � ;v
<br />o \ ST- 10 \ 9P/.3 rr 3
<br />1 1 '. 1 ...._. ... ._ ..... _ .-_. 920.B 920.6.. .. .... ... .. _. _ . _. .. .. _ ..-.....
<br />9/3.B 9/9.6d \ 920.9P0:7- � _ -9P0:7 _ _ _ - .. - - _- _. - - .3- - - - ....... _. ._ - _ -' ._ __ - - - - - - 92/3 - .... ..
<br />• N
<br />, O
<br />2
<br />9/5.5 \ /9.059/9.4v1a 920.07
<br />9P0.42 I '
<br />C.B. IS 919.7 '• p/J5
<br />915.4� 1 ST-12 N I o: -
<br />-18.93
<br />i A __ �_ 41
<br />y gP
<br />918.73 v q
<br />Z \ N ST-11
<br />r - - - - - - - - - _
<br />> �...
<br />rl i ' / ..i ., \` ) Lti,.l.. ..'K.4,ay- ...............J 11 920. I M .ILLS
<br />V �1 g18' I 'I I 9/9x C.B. 125 L.F. 9/ .7 15°R.C.P, B. Ba2rea Cure
<br />S
<br />0.55 % /9 Co°cre/a sxb/e i ) M * +
<br />,'9_._.361_F. ISe R.C. P. - -9-•�9 FFE 922.2 �2/. S �,h'•/'J
<br />o
<br />Ar
<br />a 0.22918.B .1 ..... ... _...... /RCp F. 10"PVC
<br />_
<br />N .,,.. ,..,.. .,.,
<br />7�I C ,.. oo.. _.+.-.. FyB. 129/B.B C.B.I1 �i--.. ._ _ 20 8 ... .�_. 30I
<br />r„•c* t
<br />�T ^D✓"' w�.'. /Y.5 ". \ Z e s r s< wze 9 0 n° i 4 90 % .
<br />o ..
<br />.917.0 C mmamomm
<br />9173 �_ .-... ..9t8--- --. _ .. .. 1 -,-- • - g/ I} - g, NV$T _3
<br />g C.B. �6�, ...reie�: _z. ..... _ 0 . wN
<br />9/B. B '- •P N IT N f-
<br />R.0 P- 9/B.4 i`-
<br />9/9 I r125 o
<br />.B
<br />t
<br />90%
<br />9/7./5 - ---
<br />9 L_ �as W
<br />/9.6 , �P'.B I 92/.9 -
<br />L /uL' / •F I _ \�.: I> trs`'-- _.-. _ /a/I. i_IJ1-1111111181 ;_.�0 - _. - - - - - 920
<br />- -
<br />- Y / 9x *
<br />9P0, 7
<br />--.-.......
<br />- z,
<br />Irl
<br />LU
<br />i.
<br />9-.... .,. _.. ..
<br />24°R/- W_
<br />CY
<br />w/6.P
<br />I RAP - \ )'-- Z
<br />INV. 9 3. "I Z d
<br />I. LJJ
<br />24eR.C.P. APRON f�� 1 I (J 0
<br />30@F.a 2 "R.C.P. w/6CY. RIPRAP 0)'/
<br />� U
<br />0.2 % INV. 9I3.3 I ,
<br />Z n 0
<br />(L U
<br />0_,
<br />i OJ
<br />W
<br />RO'9 Ln o H
<br />Ir-xI�JrIJr-I R,'JOFF ci��aocJ�I�c� SITS !
<br />J
<br />phpr0 Se'D I J
<br />W
<br />O w
<br />�. o
<br />I
<br />Ui
<br />a
<br />- - - - (on
<br />W _
<br />y MJ -1/
<br />I I I 1 'INS'' ■xIST IL-G.I.P , _ Z O
<br />SNELLING AVENUE 1��°� < U
<br />3 STHUC,T RE TOP INVERT TYPE CASTING" Z
<br />�� - -- -- -- -- _ r
<br />Ir 916.77 913.77 MnDOT Design 2 917.10 913.45 MnDOT Design C R3250-1 NOTES: LEGEND �s� '^
<br />3 911.30 912.75 MnDOT Design C R3250-1 - `,J 0)
<br />4 916.50 912.29 24" x 36" 1 (1) SILT FENCE SHALL BE GEOFAB, AMOCO SILT STOP, OR EQUAL, INSTALLED IN Z 0
<br />•I 4n a, wa• �,.-. Rectangular ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PYlcrrur, uononcED
<br />(Inside Dim.) R3246-B
<br />+�- - . • 5 917.20 914.20 MnDOT Design C RR973 (2) ALL RCP SHALL BE CLASS 3, MiNiMUM. cc
<br />�- Q W
<br />6 919.10 916.10 MnOOT Design C R2573 CONTOURS "�__,
<br />_ 7 919.10 915.41 32" x 32" (3) ALL UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS
<br />Rectangular OF THE CITY.OF ROSEViLLE. SPOT ELEVATION
<br />8 921.00 913,65 HnOOTdDesign)F R3250-A (4) RESTORE ALL TURF AREAS WITH TOPSOIL AND 500.
<br />9 920,90 912.52 MnDOT Design F R3250-A DIRECTION OF FLOW /�� W od
<br />+Ile •10 9.7.10 911.19 MnDOT Design F R3250-A EROSION CONTROL IMPLEMENTATION SCHEDULE MANHOLE
<br />s='-s• 11 910.30 915, 30 24" x 36"
<br />Rectangular
<br />(1) SILT FENCE AND ROCK DAMS SHALL BE INSTALLED PRIOR TO GRADING AND SHALL m
<br />(Inside Dim.) R3246-0 REMAIN IN.PLACE UNTIL TOPSOIL PLACEMENT AND SODDING IS COMPLETED. HYDRANT .6 ♦ a
<br />12 111:31 915.22 MnDOT Design C R3250-A C
<br />a `' 13 91670 913.70 24" x ^"' (2) GRADING OF THE SiTE.SHALL BE DONE IN ACCORDANCE WITH THE CITY OF ROSEVILLE CATCH BASIN m i W W 10
<br />Ractany ar AND RICE CREEK WATERSHED. d 00
<br />i (Inside Dim.) R_ o
<br />---- 14 915.90 913.40 MnDOT Design t R3250-A 3250-A (3) DISTURBED AREAS SHALL BE RESTORED WITH TOPSOIL AND SOD UPON COMPLETION SANITARY SEWER -�-_
<br />} I,f 15 916.90 113.34 MnDOT Resign C R3260-A OF THE GRADING.
<br />..Y y." 16 g16.50 913,07 24" x 36" WATERM111N -I- �•I��
<br />Tor V rw Ractanguler (4) ALL SILT FENCE SHALL BE MAINTAINED INPLACE UNTIL TURF IS ESTABLISHED.
<br />slseTlow (Inslda OIm.) R3246-D ->- -j--�
<br />(5) POND SHALL BE CONSTRUCTED PRIOR TO THE REMAINING SITE GRADING. SEWER OING. 0 0 Illo � / A
<br />numbers. SILT FENCE IIIIIIIIilllllllll ' a 1
<br />`Casting numbers rotor to Neenah Foundry Company catalog &CALE IN FEET ROCK DCAM'
<br />arm -
<br />I I
<br />
|