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------- - - -L-- <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />1 <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />LIMITS OF <br />CONSTRUCTION <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />CITY OF HUGO UTILITY NOTES: <br />CB35 <br />IRE=916.27- <br />----------------------------------------------------------------------------LIMITsoFaE=913.48 <br />I� CONSTRUCTION <br />I <br />2 I I <br />WETLAND D� \ <br />'l` 10,900 Ste: <br />-o 00 <br />N C N <br />I, U) (0 <br />LNz <br />6 Ln <br />a� <br />C o^ o <br />M)M <br />I oov <br />I ozC <br />I � o v <br />E <br />I I <br />w <br />I <br />1I <br />S5 <br />I <br />I <br />I <br />29LF12"R <br />T- <br />-ice <br />I =� o <br />I . -' <br />M o CO <br />Ez <br />C U <br />L <br />I U <br />I uE <br />I � w E 0) <br />I <br />ti a) <br />I fo <br />I ; <br />W - - <br />I 1 <br />I �1 <br />I t <br />1 <br />>� loo, <br />i / <br />I� \ <br />I I � • I <br />I <br />I <br />I AIL <br />BASIN 2 <br />i NWL=914.50 \ <br />/ OUTLET EL=914.n <br />1100-YR HWL=915.54 <br />I <br />I <br />iWETLAND F, <br />�46,.0-78-$P F <br />1. CONTRACTOR TO COORDINATE THE EXISTING UTILITY INFRASTRUCTURE <br />ALONG EXISTING PORTIONS OF FINALE WITH ALL UTILITY COMPANIES WHO MAY <br />BE INVOLVED. RELOCATION, REMOVAL OR PROTECTION OF EXISTING UTILITIES <br />MUST BE AGREED UPON AND COORDINATED PRIOR TO CONSTRUCTION. <br />2. ACCESS TO KEYSTONE PLACE (ADJACENT PROPERTY) SHALL BE MAINTAINED <br />DURING UTILITY CONNECTIONS. COORDINATE PLAN WITH CITY PRIOR TO <br />CONSTRUCTION. <br />3. CONTRACTOR TO INSTALL 4" OF RIGID INSULATION PER DETAILS ON ALL <br />SANITARY SEWER PIPES WITH LESS THAN 8' OF COVER. <br />1 F1 P <br />0 (CR7H0SRO�e <br />a M O M p <br />Civil Engineering ^ Surveying ^ Landscape Architecture <br />4931 W. 35th Street, Suite 200 <br />St. Louis Park, MN 55416 <br />civilsitegroup.com 612-615-0060 <br />28 LF 12" RCP <br />STORM @ 0.50% <br />28 LF 15" RCP <br />STORM @ 0.50% <br />STMH31 <br />3221LF 12" RCP <br />CBMH34 <br />STORM @ 0.25% <br />CBMH33 <br />CBMH32 <br />RE=913.50 I <br />27 <br />RE=914.85 <br />R---- 84----------------------- <br />-I€Z-1a-5�----------------------------------------�- <br />------- <br />--- <br />-R-al-3- <br />------------------- <br />- <br />- <br />� IE=912.54 <br />- <br />IE=912.40 LIMITS OF <br />SUMP IE=907.55 <br />CONSTRUCTION <br />� <br />1.6 <br />^ <br />all <br />Am <br />1 "R <br />' <br />Wft <br />171 L 15" RCP STORM @ 0.50% 1 ' N STORM @ 0.5006 FES30 <br />- ' <br />IE=911.50all <br />; <br />\ .• 001* <br />N i40 <br />4� LIMITS OF <br />- ---.u..- _ ` ♦ / - - - - ' ♦ CONSTRUCTION <br />♦♦ <br />♦♦♦ <br />/ , ♦♦ I N WETLAND H ♦ " <br />1555SF �� ♦!�� <br />(DITCHED) � <br />�i <br />41/ <br />CB52 <br />CBMH51Al <br />I E=913.7 RE=917.02 °9 ' • ' I / i / <br />I E=913.58 , 11��d� ` � / • • I I N ♦� ' // // <br />IE SUMP=909.59 �• I I O ♦♦/ / ; "�,/ <br />BASIN 1 `. `. I I / ��� /i ,� / 416)/ / <br />F 50 \ OUTLET EL=914.50- <br />/ \E- 13.5R 100-YR HWL=915.64 , . - - - - -COO <br />i = I <br />4.94 - <br />_',_-_--Edge of Water DITCH 7 <br />III I I / I E SW/E= 11.69 1 ^ 28 LF 5�� - - RCP I I - _ _ <br />WETLAND A / I II I E S= 11.8 OR @ 0.500 <br />--_------------------ <br />I I <br />I' 63,656 SF / �� �� - ) CBM I I FES20 I <br />16 LF 12" RCPI \,,,& 32 LF 15" RCP <br />TORM @ 0.50_ <br />o I IE- 1. I <br />/� STORM @ 0.50o <br />/ I I i 9 0 50 <br />I I 128 LF 15" RCP I ^ - 1 .55 I I I I <br />I I I <br />\ �" PERFORATE / _ STORM @ 2.07°/q' CBMH24 23 F 18" RCPRE A <br />\\ PVC DRAT TI . ` / ` ` / - - ��� I IE-911.85 I ST R 50% i I i i I I 1 <br />�TYP. `� I I ram- 5'- <br />/`�. - - �ES25 <br />ILZ <br />\ #X FES60 �/�� �- Ham•- "'� 146 LF 18" RCP <br />IE=91�00 / >� I �TORM @ 0.50% <br />79 LF 1�" RCP LIMITS OF <br />° / / milliner 111111111 miss ' 1 I I I I CONSTRUCTION <br />STORM 0.63 /o i <br />��� TMH21 � I I I I I I I <br />Q�MH 71 72 LF 12" RCP R=916.00 <br />R=917.07 �►�' STORM @ 0.50% ^ IE=911.23 <br />I I I I I I I <br />I E=9� 4.08 <br />SUMP I�10.08 I 907.23 <br />_ i <br />J \ FES70 J \ I j 1 1 BASIN 5 <br />I <br />B2 A ,I I I NWL=911.50 <br />I E=914.00 -- -- I = 5.29 I I OUTLET EL=911.50 I I I I 1 <br />/ LU IE=91 I I I 100-YR HWL=913.46 <br />J <br />/t� j I I I I I 1 1 <br />w <br />_ �2n P \ � <br />STO a@ 0 % <br />� 6 <br />L 12" CP <br />OR 0. 60, <br />\ 5 <br />917. 0 \ <br />I 9 4. \ <br />3 \ \ <br />2 \ <br />\ �1 <br />\ \ \ -,.40PN <br />RCWD UTILITY NOTES: <br />1. DEVELOPER MUST PROVIDE AN AS -BUILT SURVEY OF THE INVERT ELEVATIONS <br />OF ALL CULVERTS EXTENDING INTO JD3 (DRAINAGE DITCH). <br />1.1. OS 61, FES 60 <br />1 <br />Mo a -- --� II II 1 <br />_ <br />\ IL I I II <br />\ <br />TM II II <br />i I I <br />V <br />I I I 1 II <br />J, STM H 11 <br />j I I RE=913.50 <br />r I I E=909.89- <br />- A I I i SUMP IE=905.89 I I I 1 li <br />- �O DRATNv /� I I I 1 I '1 11 <br />UTILITY LEGEND: <br />CATCH BASIN <br />MANHOLE <br />►� <br />GATE VALVE AND VALVE BOX <br />4- <br />PROPOSED FIRE HYDRANT <br />I <br />WATER MAIN <br />SANITARY SEWER <br />>> <br />STORM SEWER <br />or <br />FES AND RIP RAP <br />no <br />0 <br />�p0 a <br />Know what's below. <br />Call before you dig. <br />O <br />N <br />N <br />T <br />i <br />i <br />L0 <br />E <br />O <br />a) <br />V <br />� <br />Z <br />2 <br />LD <br />0 <br />o <br />J <br />cD <br />O 0' <br />2 <br />O <br />� <br />� <br />Q <br />0 <br />0 <br />O <br />0 <br />o <br />0 <br />s <br />c0 <br />FM <br />0 <br />W <br />0 <br />0-I <br />li <br />I HEREBY CERTIFY THAT THIS PLAN, <br />SPECIFICATION, OR REPORT WAS <br />PREPARED BY ME OR UNDER MY DIRECT <br />SUPERVISION AND THAT I AM A DULY <br />LICENSED PROFESSIONAL ENGINEER <br />UNDER THE LAWS OF THE STATE <br />OF <br />MINNESOTA. <br />Matthew R. Pavek <br />DATE 12.13.20 LICENSE NO. 44263 <br />ISSUE/SUBMITTAL SUMMARY <br />DRAWN BY:mp, kt REVIEWED BY: mp, kt I <br />PROJECT NUMBER: 18301 <br />REVISION SUMMARY <br />DATE DESCRIPTION <br />UTILITY PLAN I <br />(STORM) <br />C404 <br />COPYRIGHT2020CIVIL SITE GROUP IN <br />