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EX MCES MANHOLE #58 EX RE=916.37 EX. 42" IE (N/S)=898.14 EXISTING 179 LF 42" RCP PROP MCES MANHOLE MCES INTERCEPTOR @ 0.10% 916" PROP RE=917.00 I EX. 42" IE (N/S)=897.96 - -- PROP 36" IE (E)=898-36 EXISTING 316 LF 42" RCP -4-- MCES INTERCEPTOR @ 0.1ib% I I I I I I I I I I I I I I I I I I I I I I I EX MCES MANHOLE #5N EX RE=919.04 EX. 42" IE (N/S)=897.64 ; I I I m in 0 I 0 00 to I LIMITS OF CONSTRUCTION ; I I I I I I I I I I I CITY OF HUGO UTILITY NOTES: 25' D&U EASEMENT OBTAIN FROM NEIGHBORING PROPERTY 460 LF 36" PVC F679 SANITARY TRUNK SEWER @ 0.10% ------------ LIMITS OF CONSTRUCTION =��mmmm � � �r Fmm��or��mm�� COR7R 0H SO� a mO M p Civil Engineering ^ Surveying ^ Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 24x24x12 TEE PROP TRUNK MANHOLE B PROP RE=914.50 PROP 36" IE (E/W)=899.17 PROP TRUNK MANHOLE A PROP RE-916.50 350 LF 36" PVC F679 12" DIP 12" PL PROP 36" IE (E/W)=898.82 SANITARY TRUNK WATERMAIN 36"iPILUG ZI PROP 8" IE (S)=900.69 SEWER @ 0.10% - - - - - - - - - - - - - - - - - - - - - _ ---- - --- LIMITS OF CONSTRUCTION -.4.6Z. 1.6.Q. V�.J; > >> ------- 10 BG�/--ram- I- Z114 Li 94 LF 36" PVC F679 ' OX ------� \�- TY . 1 I I III / / J SAN MH 3 I O i 1A RE=915.5 �ANI Y TRUNK G� 5 I T / I III // / ti N IE SW =9 6.38 I�@ 0.10% B�.G I I i I I 2 I " PVi SAN. (TYP) ( ) �Ii L- - 146 LF 8" I I .1 ' P`G i AT. (TYP) a � - - - - - Oil, ' ��„r►-. - - - - D PVC SDR26 I I ty / / - - -7 (-Wool\ \.� 01 L `� �\ S / 142 F� 'j / // /� I �� _ PVC 26 / / 4 „ N _ W�TLAND D1 GJ \\\ \ _ •• G I I SAN .40% AN MH 2 / /1/99 LF - Qm _j I / LIMITS OF 105900 S�'� G� \ \ - ''I'` `3 So I _ / ♦ - - Ii CONSTRUCTION I rim w I � \ � � � � h13, , - - -j L � (NW)=9 2.92�� �� 3 \ \ / �► I / \IE 3.02 ♦♦ N WETLAND H / I , 4 E / (� R / / % 1 1555SF / i 46#/ / 2.5° BE D /- / HYD GV, TYP. _ �� I* U) \\\ V I �� ► �/ - - _ - 00 (DITCHED) ��i� \ RE=9 .40 / %/ATER j & / \I �IE(N)=9 1.I a 50 END5 ]E(SE)=9 .36 S1 116 F 8" z ,' -HYDPVC SDR2 6 SAN MH 23U o, �0% " I - RE=918.20 `\ E YIE.(S)=908.58 11.25 / l ♦ / I ° BLO ------- SAN _ �6 " 9 I I 4- L ' II 03.48 I P^ � � • �--- I I � I I BASIN 1 `�� •• - -1 I IE(S)=Pd1 8 -_- - - - -_ -- _ - -- �d�IWL=914.59AIL� I IE(NE)� 95.58 - r -- // OUTLET EL=914.50 '�_� L----- - - - - -J 100-YR HWL=915.64 11.25` BEND ti I I 197LF8" \ 1 /• �'----- - PVC SDR351 AIL AIL II I oSAN @ 0.40b/o I �� WETLAND A I �, I I 63,656 SF IE Z co � - - - - _ - � � I I �` ` I I I � - I � --- _-- r 8------------ \ 22.50 B // J I I M SAN H 22 \ 8" DIP - -.may - - I , . - - ° REND 8 2 iA RMAIN SAN MH 20 !---- - \ \✓ RE=917.0i9ta,-�__ IE N-907.�- IE(SE)-9 7.69 �-�i � �\ \ � �,� IE(E)=905.08 - _,. �� Q ' � �� IE(SW)-_ 905.18 ,- - - - - -_-_- - - j'I'`' 267 LFFV PVC SDR35 336 LF 8" . • SAN @ 0.40% PVC, 35 -127 LF 8"- G 0.40% PVC SDR35 I ��- g� / V • 3 S �HY / SAN @ 0.40% , \ ]I�E- 18.00 / \ JE(N =9 . 2. / E(SW = .62 W I � / I1t9 LF/ I (zD � j I / BASIN 2 S \@ 0.40% NWL=914.50 / OUTLET EL=914.3b 1 100-YR HWL=915.54 ; 11 , 'i WETLAND F,' "%,.0-78$F,' ,,lk ,,lk i F- - - - ---- 4" VC< SAN. (TYP) I I 1. CONTRACTOR TO COORDINATE THE EXISTING UTILITY INFRASTRUCTURE ALONG EXISTING PORTIONS OF FINALE WITH ALL UTILITY COMPANIES WHO MAY BE INVOLVED. RELOCATION, REMOVAL OR PROTECTION OF EXISTING UTILITIES MUST BE AGREED UPON AND COORDINATED PRIOR TO CONSTRUCTION. 2. ACCESS TO KEYSTONE PLACE (ADJACENT PROPERTY) SHALL BE MAINTAINED DURING UTILITY CONNECTIONS. COORDINATE PLAN WITH CITY PRIOR TO CONSTRUCTION. 3. CONTRACTOR TO INSTALL 4" OF RIGID INSULATION PER DETAILS ON ALL SANITARY SEWER PIPES WITH LESS THAN 8' OF COVER. °�� AN \A 8 DIP J I I I T MAIN UJ l� L � \\\1b a I 1 T L- \\\ I -- -- - - W/'FiEiFWI X8 8 T \\\ ip \\ \ \ \ I 1�V N 1 \�N CTI �\ \\ \\\Tm qrso 420 LF 8" K\ V, 3 \ \\ \\ \\ \\\\ ��?► / / / L - - - - PVC SDR350 - SAN @ 0.48/6 IL RCWD UTILITY NOTES: 1. DEVELOPER MUST PROVIDE AN AS -BUILT SURVEY OF THE INVERT ELEVATIONS OF ALL CULVERTS EXTENDING INTO JD3 (DRAINAGE DITCH). 1.1. OS 61, FES 60 - - -?s / // / 90° B ND N IF 2 24X8 TE 24 WATERMAIN NN � 8LF8' -� , d ; _ / [SCAN @ 0.4 ° 7♦ i 11 i i �� ATE MAIN �p J ♦♦� / / / /� I / MH4 � 7 ♦ i � ,� �I I RE 915. / / �� - �41t -------------------- )=904.15j I i - - - -- DITCH 7 Edge of Water 143 L 8" VC DR35 SAN I J� • ' - v�� I I I • I I �t,� I AI�I I I l22 ' E=915.50 j I (N)=904.47 S/W)=904.57��; I I I I I I • I � I I I I I I �, LIMITS OF I CONSTRUCTION 4 4X8TEE I II CO ECTION % • i I i i BASIN 5 I I II J I I NWL=911.50 I i OUTLET EL=911.50 1 w I I I I 100-YR HWL=913.46 J w I I I , I, J I I I I I i 'I II HYD GV I I I 1 1 I Ty-P. I II Ile 1 / I UTILITY LEGEND: CATCH BASIN STORM SEWER 91 MANHOLE 0 FES AND RIP RAP n ►/ GATE VALVE AND VALVE BOX no I 4- PROPOSED FIRE HYDRANT p I WATER MAIN Know what's below. 1" = 50'-0" SANITARY SEWER Call before you dig. 25-0" 0 50'-0" ii I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Matthew R. Pavek DATE 12.13.20 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY DRAWN BY:mp, kt REVIEWED BY: mp, kt I PROJECT NUMBER: 18301 REVISION SUMMARY DATE DESCRIPTION UTILITY PLAN I (SAN WATER) C402 COPYRIGHT2020CIVIL SITE GROUP INC.