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>>>>>>>>>>>>>>>>>>>>>>>> <br />>>>>>>>>SANSANSANW W W WWWWWWWWWWWWWW W W W WWWWWWWWWWWWSANSANSANSANSANSANSANSANSANSANSAN>>>> <br />>>>>>>>>>>>>>>>>>>SSSS <br />WTWTWT <br />WTWTWTWTWTWTWTWTWTWT <br />WT <br />WT <br />WT <br />WTWTWTWTWTWTWT <br />WTWTWTWTWTWTWTWTWTWTWTWTWTWTWT <br />WT <br />WT WT WT <br />WT <br />WT <br />WT <br />WT <br />WTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWT W <br />T <br />WTWTWTWTWTWTWT <br />WT <br />WTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWT WT WT WT WT WT WT WT WT WT WT WT WT WT <br />WT WT <br />WT <br />WT <br />WTW W W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W <br />W <br />W <br />SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANGAS <br />GAS <br />GAS <br />GAS <br />GAS <br />GAS <br />GAS <br />GAS <br />GAS <br />GAS <br />GAS <br />GAS <br />GAS <br />GAS <br />GAS <br />GAS <br />GAS <br />GAS <br />GASGASGASGASGASGAS <br />GAS <br />GAS <br />GAS <br />GAS <br />GAS <br />GAS <br />GAS <br />GAS <br />UEUEUEUEUEUECATVUEUEUEUEUECATVCATVCATVCATVSSSSSSSSSS <br />SS <br />SS <br />SS <br />SS <br />SS <br />SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS <br />SSSS <br />SS <br />SS <br />SS SS <br />OE OE OE OE OE OE OE <br />WT <br />WTWTWTWTWT <br />WT <br />WT <br />WT <br />WTWT <br />WTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWT <br />WT <br />WT WTWTWT <br />WT <br />WT <br />WT WT <br />WT <br />CB-03 <br />CB-08 <br />CB-04 <br />CB-07 <br />CB-05 <br />CB-09 <br />MH-01 <br />CB-10 <br />CB-14 <br />CB-15 <br />CB-13CB-12 <br />CB-06 <br />CB-11 <br />12" FES <br />12" FES <br />18" FES <br />15" FES <br />12" FES <br />48" SAN MH <br />(EX-SAN-MH-02) <br />48" MH <br />(PROP-SAN-MH-1) <br />48" SAN MH <br />(EX-SAN-MH-01) <br />EX-HYD-03EX-HYD-02 <br />EX-HYD-01 <br />PROP-HYD-01 <br />PROP-HYD-02 <br />0+00 SAN 1+00 SAN6+25 SAN2+00 SAN3+00 SAN4+00 SAN5+00 SAN6 <br />+ <br />0 <br />0 <br /> <br />S <br />A <br />N <br />0+00 W 1+00 W 2+00 W3+00 W7+99 W4+00 W5+00 W6+00 W 7+00 W 8+00 W9 <br />+ <br />0 <br />0 <br /> W <br />10+00 W11+00 W11+60 W <br />910910920920912912914914916916918918910910 <br />908908 <br />912912 <br />914914 <br />918918 <br />918918918918 <br />918918 <br />918918 <br />916916 <br />916916 <br />916916918918 <br />912912 <br />914914 <br />914914 <br />914914 <br />914914 <br />916916 <br />916916 <br />916916 <br />916916 <br />918918 <br />918918912912912912912912 <br />912912 <br />912912 <br />912912 <br />912912914914 <br />914914 <br />91 <br />4 <br />91 <br />4 <br />914914914914914914914914 <br />914914 <br />914914 <br />916916 <br />916916 <br />916916 <br />916916 <br />916916 <br />916916916916 <br />91691691691691891891 <br />8 <br />91 <br />8 <br />918918 <br />918918918918918918 <br />918918918918918918916916 <br />918918 <br />922922 <br />924924924924 <br />920920 <br />914914 <br />914914 <br />916916 <br />916916 <br />918918 <br />92 <br />0 <br />92 <br />0 <br />920920920920920920920920920920916916 <br />916916 <br />916916 <br />918918 <br />918918918918 <br />918918918918918918918918918918920920 <br />918918 <br />922922920920 <br />920920918918918918922922922922922922922922 <br />920920 <br />9 <br />2 <br />0 <br />9 <br />2 <br />0 <br />918918 <br />918918920920920920 916916920920920920 <br />9209209 <br />2 <br />0 <br />9 <br />2 <br />0920920 9 <br />1 <br />6 <br />9 <br />1 <br />6 <br />918918 <br />916916 <br />910910 <br />91891848" MH <br />(PROP-SAN-MH-3) <br />48" MH <br />(PROP-SAN-MH-2) <br />1 <br />- <br />PLAN: WATER AND SANITARY SERVICES <br />NREVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FOR <br />RELEASED <br />DATE RELEASED Approved <br />Designed <br />Drawn <br />Checked <br />Date <br />Scale <br />DWG. No. <br />BARR PROJECT No. <br />CLIENT PROJECT No. <br />REV. No.Minneapolis, Minnesota <br />Ph: 1-800-632-2277 <br />Corporate Headquarters: <br />DATE LICENSE # <br />SIGNATURE <br />I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR <br />REPORT WAS PREPARED BY ME OR UNDER MY DIRECT <br />SUPERVISION AND THAT I AM A DULY LICENSED <br />PROFESSIONAL ENGINEER UNDER THE LAWS OF THE <br />STATE OF MINNESOTA. <br />BARR ENGINEERING CO. <br />Project Office: <br />PRINTED NAME <br />AS SHOWN <br />5/11/2020 <br />KBD <br />JMA <br />BARR <br />MAK <br />LABORERS TRAINING CENTER <br />LINO LAKES, MN <br />LTC CAMPUS EXPANSION <br />LINO LAKES, MN <br />SANITARY AND WATER SERVICES <br />PLAN <br />23/02-1079.00 <br />- <br />C-07 A5/11/2020 42012 <br />ISSUED FOR PERMITTING <br />NOT FOR CONSTRUCTION <br />MICHELLE KIMBLE <br />CADD USER: KALLIE B. DOEDEN FILE: M:\DESIGN\23021079.00\23021079_C-07.DWG PLOT SCALE: 1:2 PLOT DATE: 5/9/2020 1:37 PMCLIENT <br />BID <br />CONSTRUCTION <br />PERMITTING <br />------- <br />------- <br />------- <br />5/11/2020------ <br />------- <br />A B C 0 1 2 3 <br />Suite 200 <br />4300 MARKETPOINTE DRIVE <br />Fax: (952) 832-2601 <br />www.barr.com <br />Ph: 1-800-632-2277 <br />MINNEAPOLIS, MN 55435 <br />SS <br />SAN <br />SYMBOL AND PATTERN LEGEND <br />GAS <br />W <br />WT <br />OE <br />UE <br />CATV <br />750 <br />752 <br />PROP STORM SEWER>> <br />WEST POND <br />EAST POND <br />EXISTING BUILDING <br />F.F.E. = 920'-0" <br />F.F.E. = 920'-0"+COUNTY HWY 14 (MAIN ST.)F.F.E. = 919'-0" <br />PROPERTY LINE <br />EX. 12" (INV=913.4) <br />EX. 12" FES <br />(INV=913.1) <br />EX. 12" FES <br />(INV=910.0) <br />EX. 9" CULVERT <br />(INV=909.4) <br />EX. 9" CULVERT <br />(INV=909.3) <br />EX STORM SEWER <br />EX SANITARY SEWER <br />EX 10' CONTOUR <br />EX 2' CONTOUR <br />EX GAS LINE <br />EX WATER MAIN <br />EX PROPERTY BOUNDARY <br />EX WETLAND <br />EX OVERHEAD ELECTRIC <br />EX TREE <br />EX UNDERGROUND ELECTRIC <br />EX BURIED CABLE LINE <br />PROP CONCRETE <br />PROP BITUMINOUS <br />PROP GRAVEL <br />PROP TREE <br />SCALE IN FEET <br />80400 <br />NOTES: <br />1.LOCATE AND FIELD VERIFY ALL EXISTING UTILITIES PRIOR TO WORK. <br />2.VERIFY EXISTING WATER MAIN DEPTH PRIOR TO WORK. <br />3.COORDINATE TIE-IN TO EXISTING WATER MAIN WITH CITY. <br />4.ALL PRODUCTS (TREATMENT CHEMICALS AND MATERIALS) THAT MAY COME INTO CONTACT <br />WITH WATER INTENDED FOR USE IN A POTABLE WATER SYSTEM SHALL MEET ANSI/INSF <br />INTERNATIONAL STANDARDS 60 AND 61, AS APPROPRIATE. <br />5.PROVIDE MINIMUM 10 FEET HORIZONTAL SEPARATION (OUTSIDE TO OUTSIDE) <br /> BETWEEN FINISHED WATER PIPELINE AND OTHER UTILITIES. IF NOT POSSIBLE, <br /> ENCASE WATER MAIN. REFER TO SPECIFICATIONS. <br />6.WATER MAIN CROSSING SEWERS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL <br />DISTANCE OF 2 FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE <br /> OUTSIDE OF THE SEWER. AT CROSSING, LOCATE JOINTS AS FAR AWAY FROM <br /> SEWER AS POSSIBLE. <br />7.SEE SPECIFICATIONS FOR RESTRAINING WATER MAINS NEAR JOINTS. <br />8.ESTIMATED GROUNDWATER IS AT ELEVATION 913.0 FT. PROVIDE WATERTIGHT CONNECTIONS <br />AT STRUCTURES. <br />9.PROTECT ALL EXISTING ROADS, PARKING LOTS, TRAILS, FENCES, SIGNS, OR SIMILAR DURING <br />CONSTRUCTION. CONTRACTOR RESPONSIBLE TO COORDINATE SURVEYS WITH THE CITY <br />AND/OR OWNER TO DOCUMENT PRE-CONSTRUCTION EXISTING CONDITIONS. <br />10.CONTRACTOR SHALL TAKE PRECAUTIONS TO MINIMIZE THE TRANSFER OF AQUATIC AND <br />TERRESTRIAL INVASIVE SPECIES TO THE MAXIMUM EXTENT POSSIBLE. <br />11.TREES SHOULD BE PROTECTED DURING CONSTRUCTION, UNLESS IDENTIFIED FOR REMOVAL <br />PLAN OR DIRECTED BY ENGINEER. <br />EXTEND HYDRANT LEAD AND <br />RELOCATE HYDRANT (EX-HYD-02) <br />AND 8" DIP GATE VALVE, SEE <br />CONNECT TO EXISTING 8" DIP. REMOVE <br />EXISTING 90° DIP ELBOW AND REPLACE WITH <br />8" DIP TEE AND 8" DIP GATE VALVE, SEE <br />HYDRANT AND 8" DIP GATE VALVE, SEE <br />HYDRANT AND 8" DIP GATE VALVE, SEE <br />EXTEND 4" DIP TO WITHIN <br />5' OF BUILDING FOR <br />FUTURE CONNECTION. <br />PLUG PIPE END. <br />90°DIP ELBOW, SEE <br />45° DIP ELBOWS, SEE <br />45° DIP ELBOWS, SEE <br />45° DIP ELBOWS, SEE <br />8" x 4" DIP TEE, SEE <br />8" DIP TEE, SEE <br />PROVIDE APPROX. <br />50' OF 8" DIP <br />CITY WATER MAIN <br />WATER MAIN <br />PROFILE, SEE <br />EXISTING 6" PVC <br />SANITARY SEWER <br />INSTALL 6" PVC STUB TO <br />WITHIN 5' OF BUILDING FOR <br />FUTURE CONNECTION. <br />PLUG PVC STUB. <br />PROP WATER MAIN <br />PROP SANITARY SEWERSAN <br />W <br />PROP SANITARY MANHOLE <br />PROP WATER MAIN VALVE <br />PROP FIRE HYDRANT <br />TIE IN TO EXISTING <br />SANITARY MANHOLE <br />PROTECT EXISTING <br />8" DIP WATER MAINS <br />22° DIP ELBOWS, SEE <br />C-09 <br />1 <br />C-08 <br />1 <br />3 <br />D-06 <br />WATER MAIN PIPE <br />BEDDING, SEE <br />2 <br />D-05 <br />SANITARY SEWER <br />BEDDING, SEE <br />3 <br />D-05 <br />SEE 1 <br />D-06 <br />SEE1 <br />D-06 <br />SEE1 <br />D-06 <br />ENCASE WATER MAIN <br />BETWEEN 22° DIP ELBOWS <br />2 <br />D-06 <br />3 <br />D-06 <br />2 <br />D-07 <br />2 <br />D-06 <br />3 <br />D-06 <br />2 <br />D-07 <br />2 <br />D-06 <br />3 <br />D-06 <br />2 <br />D-07 <br />2 <br />D-07 <br />2 <br />D-07 <br />2 <br />D-07 <br />2 <br />D-07 <br />2 <br />D-07 <br />2 <br />D-07 <br />2 <br />D-07 <br />2 <br />D-07 <br />SANITARY SEWER <br />PROFILE, SEE <br />PROTECT EXISTING <br />8" DIP WATER MAIN <br />1 <br />D-07 <br />1 <br />D-05 <br />8" DIP WATER MAIN <br />6" PVC SANITARY SEWER <br />MINIMUM 12' DISTANCE <br />BETWEEN BUILDING <br />AND WATER MAIN <br />750 <br />752 <br />PROP 10' CONTOUR <br />PROP 2' CONTOUR