My WebLink
|
Help
|
About
|
Sign Out
Home
2022.08.15 CC Packet
Hugo
>
City Council
>
City Council Agenda/Packets
>
2022 CC Packets
>
2022.08.15 CC Packet
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
10/13/2022 11:55:23 AM
Creation date
10/13/2022 11:46:41 AM
Metadata
Fields
Template:
City Council
Document Type
Agenda/Packets
Meeting Type
Regular
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
232
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
WETLAND D110,900 SFWETLAND H1555 SF(DITCHED)WETLANDDITCH 7LIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONB <br />L <br />O <br />C <br />K <br /> <br /> <br />3BLOCK 6BLOCK 5BLOCK 4BLOCK 5OUTLOTC(113,813 <br /> SF <br />)OUTLOTB(224 <br />,692 <br /> SF <br />)BASIN 1NWL=914.50OUTLET EL=914.50100-YR HWL=915.721"=914.91, 2-YR=914.91EOFEOF10'10'8.96%9.42%6.80%3.19%2.99%3.68%3.63%3.97%8.70%6.86%4.05% <br />3.40% <br />4.95 <br />% <br />4. <br />4 <br />8 <br />% <br />4 <br />. <br />7 <br />9%3.69%5.22%3.88% <br />8.91% <br />7.40% <br />7.4 <br />1 <br />%7.48%7.56%7.10%10'10'ENTIRE BERM ALONG CREEKSHALL BE CONSTRUCTED WITHIMPERMEABLE CLAY SOILSS89°29'46"W 1319.69EXIST. 42" MET COUNCIL SANITARY SEWER <br />4" PVC SAN. (TYP)1" PVC WAT. (TYP)EX MCES MANHOLE #58EX RE=916.37EX. 42" IE (N/S)=898.14EXISTING 179 LF 42"RCP MCESINTERCEPTOR @ 0.10%EXISTING 310 LF42" RCP MCESINTERCEPTOR@ 0.10%EX MCESMANHOLE #57EX RE=919.04EX. 42" IE(N/S)=897.6425' D&U EASEMENTOBTAIN FROMNEIGHBORINGPROPERTY72" TRUNK SAN MH C72" TRUNK SAN MH DINSTALL POLYSTYRENEINSULATION OR METALSHEET OVER PIPECROSSING WHERE LESSTHAN 5.0' SEPARATIONFORM DITCH BOTTOM12" PLUGHYD & GV,TYP.8" PLUGGV AND VALVEBOX, TYP.8" DIPWATERMAINHYD & GV,TYP.24" DIPWATER MAIN24" DIPWATER MAINHYD & GV,TYP.12" DIPWATER MAIN48" SAN MH 3A48" SAN MH 348" SAN MH 248" SAN MH 148" SAN MH 23SAN. WYE STA=0+22.5SAN. WYE IE=902.56 (4'R.)SAN. STUB IE=907.96CURB STOP ELEV.=917.66SAN. WYE STA=0+92.0SAN. WYE IE=909.22SAN. STUB IE=910.61CURB STOP ELEV.=918.90SAN. WYE STA=1+14.0SAN. WYE IE=909.31SAN. STUB IE=910.70CURB STOP ELEV.=919.00SAN. WYE STA=1+83.5SAN. WYE IE=905.11SAN. STUB IE=906.47CURB STOP ELEV.=916.15SAN. WYE STA=1+76.0SAN. WYE IE=905.08 (1'R.)SAN. STUB IE=907.35CURB STOP ELEV.=916.47SAN. WYE STA=1+18.5SAN. WYE IE=904.85 (1'R.)SAN. STUB IE=907.25CURB STOP ELEV.=916.77SAN. WYE STA=0+63SAN. WYE IE=904.63 (3'R.)SAN. STUB IE=908.93CURB STOP ELEV.=917.34SAN. WYE STA=0+32.5SAN. WYE IE=904.51 (2'R.)SAN. STUB IE=907.63CURB STOP ELEV.=917.07SAN. WYE STA=0+38.5SAN. WYE STA=0+25.5 <br />SAN. WYE IE=903.92 (4'R.) <br />SAN. STUB IE=909.22 <br />CURB STOP ELEV.=918.22 <br />SAN. WYE STA=0+97.0 <br />SAN. WYE IE=903.53 (4'R.) <br />SAN. STUB IE=908.97 <br />CURB STOP ELEV.=918.36 <br />SAN. <br /> <br />W <br />Y <br />E <br /> <br />S <br />T <br />A <br />= <br />0 <br />+ <br />3 <br />2 <br />. <br />0 <br />SAN. <br /> <br />W <br />Y <br />E <br /> <br />I <br />E <br />= <br />9 <br />0 <br />3 <br />. <br />2 <br />8 <br /> <br />( <br />5 <br />' <br />R <br />. <br />) <br />SAN. <br /> <br />S <br />T <br />U <br />B <br /> <br />I <br />E <br />= <br />9 <br />0 <br />9 <br />. <br />8 <br />0 <br />CUR <br />B <br /> <br />S <br />T <br />O <br />P <br /> <br />E <br />L <br />E <br />V <br />. <br />= <br />9 <br />1 <br />8 <br />. <br />4 <br />5 <br />S <br />A <br />N <br />. <br /> <br />W <br />Y <br />E <br /> <br />S <br />T <br />A <br />= <br />1 <br />+ <br />3 <br />9 <br />. <br />5 <br />S <br />A <br />N <br />. <br /> <br />W <br />Y <br />E <br /> <br />I <br />E <br />= <br />9 <br />0 <br />3 <br />. <br />0 <br />3 <br /> <br />( <br />5 <br />' <br />R <br />. <br />) <br />S <br />A <br />N <br />. <br /> <br />S <br />T <br />U <br />B <br /> <br />I <br />E <br />= <br />9 <br />0 <br />9 <br />. <br />3 <br />9 <br />C <br />U <br />R <br />B <br /> <br />S <br />T <br />O <br />P <br /> <br />E <br />L <br />E <br />V <br />. <br />= <br />9 <br />1 <br />8 <br />. <br />1 <br />6 <br />SAN. W <br />Y <br />E <br /> <br />S <br />T <br />A <br />= <br />1 <br />+ <br />3 <br />0 <br />. <br />0 <br />SAN. WY <br />E <br /> <br />I <br />E <br />= <br />9 <br />0 <br />2 <br />. <br />9 <br />9 <br /> <br />( <br />4 <br />'R <br />. <br />) <br />SAN <br />. <br /> <br />S <br />TU <br />B <br /> <br />I <br />E <br />= <br />9 <br />0 <br />8 <br />. <br />4 <br />7CURB <br /> <br />S <br />TO <br />P <br /> <br />E <br />L <br />E <br />V <br />. <br />= <br />9 <br />1 <br />7 <br />. <br />9 <br />6SAN. WYE STA=1+59SAN. WYE IE=909.49SAN. STUB IE=910.95CURB STOP ELEV.=918.77SAN. WYE STA=1+74.5SAN. WYE IE=909.55SAN. STUB IE=911.07CURB STOP ELEV.=918.97SAN. WYE STA=1+92.0SAN. WYE IE=909.61SAN. STUB IE=910.98CURB STOP ELEV.=919.04SAN. WYE STA=1+88.0SAN. WYE IE=909.60SAN. STUB IE=911.22CURB STOP ELEV.=919.14SAN. WYE STA=0+25.5 <br />SAN. WYE IE=903.25 (5'R.) <br />SAN. STUB IE=909.41 <br />CURB STOP ELEV.=918.34 <br />SAN. WYE STA=1+04.0 <br />SAN. WYE IE=903.57 (5'R.) <br />SAN. STUB IE=909.81 <br />CURB STOP ELEV.=918.85 <br />SAN <br />. <br /> <br />W <br />Y <br />E <br /> <br />S <br />T <br />A <br />= <br />0 <br />+ <br />6 <br />. <br />0 <br />SAN. <br /> <br />W <br />Y <br />E <br /> <br />I <br />E <br />= <br />9 <br />0 <br />3 <br />. <br />8 <br />4 <br /> <br />( <br />4 <br />' <br />R <br />. <br />) <br />SAN. <br /> <br />S <br />T <br />U <br />B <br /> <br />I <br />E <br />= <br />9 <br />0 <br />9 <br />. <br />1 <br />4 <br />CUR <br />B <br /> <br />S <br />T <br />O <br />P <br /> <br />E <br />L <br />E <br />V <br />. <br />= <br />9 <br />1 <br />8 <br />. <br />4 <br />5 <br />SA <br />N <br />. <br /> <br />W <br />Y <br />E <br /> <br />S <br />T <br />A <br />= <br />0 <br />+ <br />4 <br />8 <br />. <br />0 <br />SA <br />N <br />. <br /> <br />W <br />Y <br />E <br /> <br />I <br />E <br />= <br />9 <br />0 <br />4 <br />. <br />0 <br />1 <br /> <br />( <br />4 <br />' <br />R <br />. <br />) <br />SA <br />N <br />. <br /> <br />S <br />T <br />U <br />B <br /> <br />I <br />E <br />= <br />9 <br />0 <br />9 <br />. <br />3 <br />1 <br />CU <br />R <br />B <br /> <br />S <br />T <br />O <br />P <br /> <br />E <br />L <br />E <br />V <br />. <br />= <br />9 <br />1 <br />8 <br />. <br />1 <br />4 <br />SAN. WYE STA=1+04SAN. WYE IE=904.80 (1'R.)SAN. STUB IE=907.04CURB STOP ELEV.=916.55SAN. WYE STA=0+45.0SAN. WYE IE=905.13SAN. STUB IE=906.43CURB STOP ELEV.=916.208" TO 6" REDUCER72" TRUNK SAN MH APROP MCESMANHOLE72" TRUNK SAN MH B72" TRUNK SAN MH E36" PLUG0+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0013+3618+00 <br />19+ <br />0 <br />0 <br />20 <br />+ <br />0 <br />0 <br />21+00 <br />21+82 <br />14+00 14+98 <br />10+00 <br />11+00 <br />12+0013+0014+0014+180+000+445+730+001+002+003+004+005+00HORIZONTAL SCALE: 1"=50'VERTICAL SCALE: 1"=10'8808858908959009059109159209259309359409459509558808858908959009059109159209259309359409459509550+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0013+23144 LF 36" HOBASSN 46 PIPE @0.10%PROPOSED TRUNK MANHOLE D <br />STA: 8+21.05 OS: 0.00 L <br />RIM: 914.73 <br />IE (E)=900.32 <br />IE (W)=900.32 <br />BUILD: 15.6'350 LF 36" HOBASSN 46 PIPE @0.10%PROPOSED TRUNK MANHOLE CSTA: 4+71.08 OS: 0.00 <br />RIM: 917.03 <br />IE (S)=902.47 <br />IE (E)=899.97 <br />IE (W)=899.97 <br />BUILD: 18.2'224 LF 36" HOBASSN 46 PIPE @0.10%SANITARY AND WATER NORTH PROPERTY LINE (TRUNK SEWER LINE)12" PLUG <br />STA: 13+14.52 OS:9.82 R <br />GATE VALVE <br />STA: 8+15.59 OS:9.96 R EXISTINGGRADE, TYP.PROPOSED TRUNK MANHOLE ASTA: 0+23.88 OS: 0.00RIM: 916.92IE (E)=899.53IE (SW)=899.53BUILD: 18.6'7.5' MIN.WATER COVER4.25' (SAN)MIN. COVER8" WATERMAIN CROSSINGPROVIDE 18" SEPARATION14 LF 36" HOBASSN 72 PIPE @0.07%PROP MCES MANHOLESTA: 0+10.00 OS: 0.00RIM: 917.02EX IE (N/S)=897.97BUILD: 19.04'WHILE INSTALLING UTILITIES UNDER THE DITCHTHE DITCH SHALL BE BLOCKED WITH TEMPORARYSHEET PILING AND BYPASS PUMP USED FORINSTALLATION WITH OPEN CUT TRENCH. DITCHSHALL BE RESTORED, STABILIZED, AND SHEETPILING REMOVED ONCE COMPLETED.CONTRACTOR SHALL BE REQUIRED TO WATCHTHE WEATHER TO INSTALL DURING DRY PERIOD.CONSTRUCT OVEREXISTING 42"INTERCEPTOR SEEDETAIL SHEET C6.5EXISTING DITCH BOTTOM ELEVATION = 908.14 (29 DATUM) =908.29 (88 DATUM)PROPOSED TOP 36"SANITARY PIPE=903.40PROPOSED TOP 12"WATERMAIN PIPE=900.30PROPOSED TRUNK MANHOLE E <br />STA: 11+71.05 OS: 0.13 L <br />RIM: 912.21 <br />IE (E)=900.67 <br />IE (W)=900.67 <br />BUILD: 12.7' <br />PROPOSED TRUNK MANHOLE BSTA: 2+47.48 OS: 0.00RIM: 916.32IE (E)=899.75IE (W)=899.75BUILD: 17.7'224 LF 36" HOBASSN 46 PIPE @0.10%350 LF 36" HOBASSN 46 PIPE @0.10%INSTALL POLYSTYRENE INSULATIONABOVE SANITARY CROSSING WHERECOVER IS LESS THAN 5.0'24X24X12 TEE <br />STA: 8+10.80 OS:9.96 R24" WATERMAIN CROSSINGPROVIDE 18" SEPARATION12" DIP WATER MAINIE (NE)=899.52 <br />Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT <br />ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION4/29/21CONSTRUCTION PLANS5/7/21CONSTRUCTION PLANS5/28/21CONSTRUCTION PLANS6/1/21WATERSHED RESUBMITTAL6/14/21CONSTRUCTION PLANS7/21/21SANITARY REVISIONSPROJECT NUMBER:DRAWN BY:REVIEWED BY:8/26/21UTIL REVISIONS8/30/21UTIL REVISIONS9/24/21UTIL REVISIONS10/18/21WATER/SANITARY SERVICE REVISIONS10/25/21REVISED WATERMAIN2/4/22APPROVED FOR CONSTRUCTION SET6/8/22FINAL PLAT SUBMITTAL PHASE 2COPYRIGHT CIVIL SITE GROUP INC.c44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.06/08/2212/13/20REVISED CITY SUBMITTAL12/23/20REVISED CITY SUBMITTAL1/5/20WATERSHED SUBMITTAL1/26/213/8/21REVISED WETLAND PLANS12/4/20CITY SUBMITTALCITY RESUBMITTAL3/26/21FINAL PLAT SUBMITTAL18301MP, KT, BJMP, KTThe Meadows at Hugo <br />Hugo, MN <br />11460 Robinson Dr. NW, Minneapolis, MN 55433 <br />Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONC4.7SAN. SEWER ANDWATER MAIN PLANAND PROFILE11/9/21REV MCES MANHOLE..........Know what'sbelow.before you dig.CallR01" = 50'-0"50'-0"25'-0"N
The URL can be used to link to this page
Your browser does not support the video tag.