My WebLink
|
Help
|
About
|
Sign Out
Home
2020.03.16 CC Packet
Hugo
>
City Council
>
City Council Agenda/Packets
>
2020 CC Packets
>
2020.03.16 CC Packet
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/25/2020 12:54:57 PM
Creation date
4/2/2020 2:26:18 PM
Metadata
Fields
Template:
City Council
Document Type
Agenda/Packets
Meeting Date
3/16/2020
Meeting Type
Regular
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
144
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
© 2020 Westwood Professional Services, Inc. <br />I <br />I <br />I <br />I <br />I <br />� I <br />I <br />I <br />MATCH EX <br />REPAIR & <br />I <br />EX.MH-12 CB 326 <br />RE=936.93 I <br />1�=924.82 <br />a a <br />I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I 2 I <br />I I <br />I I <br />I I <br />STREET AND C. & G. <br />REPLACE AS NEEDED <br />I I I <br />L - - __1 L - - - <br />CBMH 325 CBMH 324" <br />--------CBMH 323 <br />I I <br />REMOVE TEMP TURNAROUND I <br />(PAVEMENT AND RESTORE 1 <br />WITH 6" MIN. TOPSOIL AND 1 <br />� SOD. COORDINATE WITH <br />CITY AND HOMEOWNER. <br />I 2 <br />I I <br />CBMH 327_-------J <br />-----------� <br />I 3 <br />I I <br />I I <br />--------- <br />3 4 <br />CB 328-------- J <br />----------- <br />►► ►► EE SHEET 14 <br />I I I I I I I <br />I I I I I I I <br />I I I I I I I <br />I I I I I I I <br />I I 4 I I 5 I I 6 I <br />I I I I I I I <br />I I I I I I I <br />I <br />SURMOUNTABLE CONCRETE( <br />CURB & GUTTER (TYP.) <br />I <br />I I I I I I I <br />I I 1 1 1 1 ADJUST <br />---J L---J GV (TYP.) <br />I I - <br />�CBMH 321 <br />X <br />►► ►► ►► ►► ►► <br />I I <br />I I <br />I <br />1 <br />1 2 <br />\ <br />> <br />w <br />I I <br />I I <br />I <br />I <br />I <br />I I <br />I <br />I <br />\ <br />Q= <br />I I <br />I I <br />I <br />I I <br />I <br />I <br />Q <br />CO <br />I <br />1 <br />I I <br />2 <br />I I <br />3 <br />I I <br />I <br />4 <br />I <br />/> <br />� <br />_ <br />w <br />I <br />I I <br />I I <br />I <br />I <br />5 <br />tJ <br />I <br />I I <br />I I <br />I I <br />I <br />I <br />// \ <br />LL <br />I <br />I I <br />I I <br />I I <br />I <br />I <br />6 \ <br />STMH 305A <br />.. <br />7 <br />\ <br />LO PO <br />4a <br />'ADJUST <br />-� <br />II <br />CBMH 308 <br />a <br />MH (TYP.) 7 <br />CBMH 310 I <br />I <br />L <br />- _ <br />f� _ CBMH PED RAMP - - - - - - - - - <br />I (TYP.) 1 4" PERF. PVC - <br />\ $ �► /� � - _ \ � � , \ / <br />CBMH 322 I DRAINTILE (TYP.) _/ <br />5' CONCRETE SIDEWALK 4 I I CBMH 306 13 i ►►<\ 8 <br />1 <br />1' INSIDE ROW LINE (TYP.) \ <br />CB 311 <br />F-- - - - - - - - - - - I �----- - - - - - <br />I 2 I I <br />I I I 12 <br />L_-------- CB 3071-----------__Z -- 9--------- \, \\ <br />---------- <br />I 3 I I I <br />I I I 11 I <br />I I I I <br />L-------- -- -- I L - - - - - - - - - - - - - <br />F - - - - - - - - - - - - F------------ <br />I 4 I <br />I I I 10 I <br />I I I I <br />L------ -I L------------J <br />_ I 10 <br />- - - - - <br />JLd F 7 / <br />I 11 <br />I I <br />L-----------J <br />137TH STREET NORTH <br />� <br />I <br />......... <br />:00 <br />,,- <br />n .0 <br />r- .0 <br />L0 <br />.....Lo <br />n n <br />n <br />r- <br />o <br />CV <br />M <br />":r, 0 <br />00.1t r-00 <br />-4- 00 _t to <br />NY- - <br />r_.0 M <br />004 00.G) <br />u7.(0 <br />CV M <br />rn (D <br />0.1 <br />. <br />CO:(O <br />CO r\ <br />Ln.I\ L 06 <br />Ln06 Ln 06 <br />Ln 06 Ln 06 <br />Ln06 <br />`1_ of �tof <br />�t 6 rq06 <br />N 06 <br />N-)06 <br />rq 06 <br />�tof <br />CB 328 . . <br />. . . . r�_M <br />rl PO . . <br />. r� M � � . <br />. . r ) rl M <br />. . . <br />r�-M N-) M <br />r�_M <br />r0 M ro-M <br />r M ro.M <br />r0 M <br />ro.M <br />r0 POr'-).M <br />a ,.v) <br />0) 0 <br />6, 0 <br />a,.0 0) 0 <br />M-0 0) 0 <br />0)_0 <br />0) 0 M-0 <br />0) 0 0)_0 <br />a,.a; <br />a)-m <br />0) 0 <br />M-0 <br />STA 1+1.4 <br />. . <br />... . .29' <br />-: 15' RCP <br />CB 3 26 <br />... . . . ... . <br />.. <br />. . . ... . . . ... <br />. . . ... . . . ... . <br />. . ... . . . <br />... <br />. . . ... <br />. . . ... . . . . . . . . <br />RE = 934.30 <br />'(4) <br />............... <br />CL. 5. ®.1..00%. . <br />.... <br />STA..1.+1.0...... <br />. ............. <br />. <br />. <br />RE - 936.61 <br />CBMH 306 <br />D 3.40 <br />. . <br />. . . . . <br />IE (S) = 932.61 <br />(SEE <br />BELOW) <br />. . <br />104' <br />. . . . <br />- .15'' RCP: <br />. . <br />. . <br />. . <br />. 134' = <br />15" :RCP <br />. . <br />D =: 4.00 <br />CB 307 <br />. . . . . <br />. . . . <br />. . . . . . . . . . . <br />50.00� VC L.P. <br />. . <br />80.00, VC <br />ELEV = 938.37 <br />. . . . . . . . . . . . <br />CL 5 <br />@ 0.33% <br />CL 5 <br />® 0.33% <br />STA 4+51 <br />135' - 15» <br />H.P. ELEV = 939.36 L.P. <br />STA = 8+04.20 <br />............ <br />RE............ <br />CBMH -325...... = <br />RCP <br />CL. 5. .......... <br />C� 1.00q <br />, . <br />50.00 VC ...... <br />- 6+15 00 <br />H.P. STA - PVI <br />PVI STA �641�5.00 ..... <br />STA .= .8+22.00............................................. <br />. . . . <br />. . . CBMH ' 327 . . <br />... . . <br />. ... (SEE <br />_ <br />s <br />BELOW) . . D IE CN 4.00 933.4 50.00 VC <br />L.P. ELEV _ 938.58 <br />PVI <br />PVI ELEV = 939.44. <br />ELEV_ .20 <br />D. =92.16% <br />. <br />. . . ... . . <br />STA 1+15 <br />i <br />H.P. ELEV -_ 938.92 <br />L.P. STA = 4+60:00 <br />A.D. _ -1.20% <br />K _ 37.00 <br />RE = 934.00 <br />H.P. .STA = 3+80.39 <br />. .PVI STA 4+60.00. <br />K = 41.67. . . . <br />PVC = 7+82.00 <br />. . <br />. . . . . . . . . ... . . . <br />. . . ... <br />. .IE. (N): = 930.56 <br />. . . . <br />. ... . . . . I . . <br />. . ... . . . ... . <br />PVI STA = 3+78.00 <br />I <br />PVI ELEV = 938.51. <br />PVC = 5+90.00 <br />PVT = 8+62.00 <br />. <br />.............. <br />IE .(S): =.930.56.......................I.......................... <br />PVI .ELEV. =. 939,00....... <br />A.D. _ 1.20% <br />. . . <br />PVT = 6+40.00 <br />. . <br />ELEV. 938.4.4... <br />PVI STA = <br />. <br />9+18.91: <br />. . . <br />D _ 3.44 <br />A.D.:= -1.33% - - - <br />K - 41 67 <br />ELEV - 939 29. <br />- <br />ELEV 938.82 <br />PVI ELEV _ <br />939.71. <br />- - - <br />- - - <br />- - - <br />CBMH 324 <br />CBMH 322 <br />K = : 37.69 I <br />PVC = 4+35.00 <br />ELEV = 939.29 <br />. . . . <br />. . . . <br />. . . . <br />. . <br />STA 2+43 <br />STA 2.+94 <br />PVC = 3+53.00 <br />PVT = 4+85.00 <br />. . . . . . . .:. . <br />. . . . . . . <br />.:. <br />. . . . . <br />. . . .:. . . . . . . . . <br />PVI STA = <br />1 +00.00 <br />RE = 937:5g <br />RE _ :938.15 <br />PVT .= 4+03.00 I <br />ELEV = 938.66 <br />PVI ELEV = <br />936:98 . . <br />. . . . <br />. .: IE (W) = 929.68 <br />.IE (W): = 929.48 <br />ELEV = 938.82 I <br />ELEV _ 938.. . .:. <br />. . . . . . . .:. . <br />. . . . . . . <br />.:. <br />. . . . <br />. . . .:. . . . . . . . <br />.................. <br />I . <br />(. ).-..9�29:68 1.E. (NO .............. <br />:. IE SE - <br />ELEV . = . 938.85.. i.... <br />.......................... <br />......................................... <br />.......... <br />............... <br />I <br />D = 7.g0 <br />D = 8.67od4 <br />-0.60% <br />0,60% <br />-0.60% <br />1.56�� <br />0.73% _ <br />fl : fl <br />n <br />n :. <br />II. <br />:. <br />. <br />. . . <br />. . . .:. . . <br />I I. . . <br />. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 120' - 15" RCP: <br />. . . ... . . . . -.� � - � . . ... . . . . . 29' 15". RCP . . . ... . . . . . . . ... . . . . . . . ... . . . . . . . . . . . . . <br />--- - CL.S.C�.0.33% -.-. 2f�' ag"1�C ...... 50%. ............ <br />32' f5'�RCP ....... - - . .. P ... .. . <br />L 5 @ 0 <br />. . . . . . . . . . . . .CL 5 @:0.33% 32' 15 RCP CL 5 ® 0.27% -----=---- <br />Q CL 5. Cam? 0,35% . . . . � CBMH 08 _ <br />1:05 - 21 RCP `._ CBMH 310 <br />133' 15" RCP STA 5+82 I STA 8+04 <br />. . . . . . . . . . 134' - 18" :RCP -CL 5 @ 0.50% RE 938.71 RE = 937.97 <br />. . . . . . . . CL 5 C�? 0.33% CL 5. @ 0.26% . . . A <br />. IE: (W) = 929.94 . . . . . . : I IE (SE) 934.22 . . . . . <br />................. _ .... <br />CBMH 325 IE .(W.._. <br />I <br />STA 1 +10 . . . . . . . . . . . . . D 3.75 93 3 D � 8 7 CBMH 09 <br />RE = 936:61 <br />I STA 9+31 <br />. . . . . . i:i IE (N) 932.32 CBMH 3.23. CBMH 321 . . . . STA 4+5CBMH 1 STMH 305A . . . . . . . 25' 15" RCP IE E 939.19 <br />STA 2+65 CL. 5. ®. 1.00% IE (E) = 933.62 <br />IE (E) = 930.12 STA 3+17 RE 938.15 STA: 4+77 <br />,- RE _ 938: � � � � � IE (S)= 930.10 <br />.IE. (S)- =- .9.30.1.2 ........... RE = 938.12......... IE .(S) .=.932.05..RE .= .938.33........................ . <br />IE (E) 929:57 IE (SW) = 929.37 IE (NW) 930.10 <br />. . . . . . D = 6.49 . . . . . . IE (NW) = 929:5.7 IE (E). _ 928.82 IE (E) = 929.42 CB 311 D = 9.09 <br />IE (E) = 020.17 IE (W) 928.82 IE (W) = 928.75 STA 8+04 <br />. . . . . . . . . . . . . . . . . D = 8.58 D 8.95 IE N 928.14 . . . . . . . . . . . . . . . . RE = 937:97 . . . . . . . <br />D = 9.33 ( ) = CBMH 310 IE NW 934:47 <br />. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . D 10.18 . . . . . . . . . . . . . ( ) = . . . . . . . <br />. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (SEE ABOVE) D _- 3.50 . . . <br />0 1 2 3 4 5 6 7 8 9 10 <br />Westwood I hereby certify that this plan was prepared me or under AL Revisions <br />direct supervision and that I am a duly licensed PROFESSIONAL mod; Jgg <br />ENGINEER under the laws of of Minnesota. 01/14/20 REV 137TH SW PER CITY <br />Checked.JIHB (952) 937-5150 12701 Whitewater Drive, Suite #300 <br />Fax (952) 937-5822 Minnetonka, MN 55343 brawn: Cry <br />Toll Free (888) 937-5150 westwoodps.Com John Bender <br />Westwood Professional services, Inc. 01/14/20 License Na 43358Rwo� Drawing �l& <br />ft <br />Prepared for: <br />0F5 Adelaide LLC <br />1660 Highway 100 South, Suite 400 <br />St. Louis Park, MN 55416 <br />0' 50' 100' 150' <br />Call 48 Hours before digging: <br />GOPHER STATE ONE CALL <br />Twin City Area 651-454-0002 <br />Mn. Toll Free 1-800-252-1166 <br />GENERAL NOTES: <br />• RADIUS TO BE B618 C. & G. <br />WITH 10' TRANSITION FROM <br />SURMOUNTABLE CURB <br />+ DENOTES GUTTERLINE ELEVATION <br />�19� AT INTERSECTIONS <br />ALL RCP SHALL BE CLASS 5, <br />UNLESS OTHERWISE NOTED <br />PIPE LENGTHS SHOWN INCLUDE THE FLARED <br />END SECTION LENGTH. <br />THE CITY OF HUGO DOES NOT REQUIRE <br />TRASH GUARDS. <br />CASTING NOTE: <br />CATCH BASIN CASTINGS SHALL BE SUMPED <br />0.15' BELOW GUTTERLINE, MANHOLE CASTINGS <br />SHALL BE BUMPED 0.05' BELOW PAVEMENT <br />ALL CB, CBMH & STMH WITHIN 10' OF <br />HORIZONTAL DISTANCE TO THE WATERMAIN <br />SHALL BE CONSTRUCTED WITH POURED <br />INPLACE INVERT & SHALL UTILIZE WATER <br />STOP GROUTING RINGS <br />NOTE: <br />THE VERTICAL DATUM OF THIS PLAN IS BASED <br />ON THE NGVD 1929 ADJUSTED GEODETIC <br />DATUM IN US SURVEY FEET. <br />NGVD=NATIONAL GEODETIC VERTICAL DATUM <br />Latest Revision Date: 01/14/20 <br />0008463.05STF04.dwg <br />Date: 01/09/20 sheet. 12 of 20 <br />Adelaide Landing <br />5th Addition Street and Storm Sewer <br />Construction Plan <br />M <br />
The URL can be used to link to this page
Your browser does not support the video tag.