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2 <br />0 <br />0 <br />y <br />0 <br />//P?916�� <br />PROPERN L NE <br />GPS W \SS <br />I Ni <br />/ 44 <br />WTI -914-12--FES� - <br />P 916r � <br />-918 <br />05 HYDRANT <br />©AND 8" DIP GATE VALVE, SEE _920 \ b�P-HY <br />GPS i` 18 <br />D-O6 D-0 7 C 1 <br />�GGP`'� 8" x 4" DIP TEE, BE <br />2 <br />g / 0.07 <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. rr�� <br />4. ALL PRODUCTS (TREATMENT CHEMICALS AND MATERIALS) THAT MAY COME INTO CONTACT ,ee <br />WITH WATER INTENDED FOR USE IN A POTABLE WATER SYSTEM SHALL MEET ANSI/INSF Vvvvvv- <br />INTERNATIONAL STANDARDS 60 AND 61, AS APPROPRIATE. 48" MH <br />5. PROVIDE MINIMUM 10 FEET HORIZONTAL SEPARATION (OUTSIDE TO OUTSIDE) e (PROP-SAN-MH-3) <br />BETWEEN FINISHED WATER PIPELINE AND OTHER UTILITIES. IF NOT POSSIBLE, D-OS / SEE <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 1 <br />SEWER AS POSSIBLE. D-07 <br />I <br />9� <br />D-0 <br />SS 918- SS , SS <br />SS SS �91SSS � SS 914= <br />SS ,gs SS <br />�S - S� SS <br />SSA _ S -- SS - ss - -aS <br />- ASS SS SS - SS <br />_ g��\\` - "MINIMUM 12' DISTANCE <br />)16' <br />-- <br />- <br />s.� <br />CB-" -916- - <br />BETWEEN BUILDING <br />-916- - _ <br />i - - - - - <br />- - - - - - --916-��� <br />916 <br />914-- <br />- <br />AND WATER MAIN <br />_ <br />_ _974_ _ - <br />WT>1W7'� <br />ES-- - - <br />- - - - - - / 974\ <br />-WT - <br />918 -916 <br />97 CB-1z <br />8 <br />-- <br />- S <br />M918- 1 - - <br />916- <br />1M - y914- <br />- <br />1N`/�912 <br />- <br />�WT <br />lqq <br />918 - <br />- - <br />45° DIP ELBOWS, SEE <br />-916- <br />�918---918 <br />7 <br />+60 W �11+D0 W <br />10+00 W- -924 <br />74� � <br />I <br />� 912_ <br />I <br />E 920 <br />_ <br />4 / <br />/ <br />' <br />-916- <br />EXTEND 4" DIP TO WITHIN <br />BUILDING FOR <br />- -918 <br />F.F.E. = 920'-0" <br />5' OF <br />FUTURE CONNECTION. <br />PLUG PIPE END. <br />22° DIP ELBOWS, SEE CB-1 <br />\ — <br />\ <br />F.F.E.=920'-0" / <br />C Is <br />\ WT <br />wr <br />i � '2 ENCASE WATER MAIN g a � <br />INSTALL 5' 6" OF PVC STUBUILDING FOR B TO <br />WITHIN D-07 I BETWEEN 22° DIP ELBOWS I EX. 12" FES <br />'- <br />FUTURE CONNECTION. j' II EAST PONDR I (INV=910.0) <br />z PLUG PVC STUB. o� I <br />45° DIP ELBOWS, SEE I I \ <br />EX. 9" CULVERT <br />(INV=909.4) <br />�9S 6+00 Wi i-7+00 W I \ 908 / <br />bs 45° DIP ELBOWS, SEE 2 <br />7. SEE SPECIFICATIONS FOR RESTRAINING WATER MAINS NEAR JOINTS. >i -» <br />8. ESTIMATED GROUNDWATER IS AT ELEVATION 913.0 FT. PROVIDE WATERTIGHT CONNECTIONS g20\ 920 48" MH <br />AT STRUCTURES. B- (PROP-SAN-MH-2) <br />9. PROTECT ALL EXISTING ROADS, PARKING LOTS, TRAILS, FENCES, SIGNS, OR SIMILAR DURING - - <br />CONSTRUCTION. CONTRACTOR RESPONSIBLE TO COORDINATE SURVEYS WITH THE CITY 1 SEE <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 />rn DI918 �n���� VEJ <br />Lvo <br />3 SANITARY SEWER <br />BEDDING, SEE <br />z 13 v <br />I ® EXISTING BUILDING <br />ra 3 I /III/ F.F.E. = 919'-0" <br />I\ <br />z <br />o r� 3 <br />EXTEND HYDRANT LEAD AND a <br />oI I1II RELOCATE HYDRANT (EX-HYD-02) W <br />W IJ �1 I AND 8" DIP GATE VALVE, SEE \ I Q \ <br />\I <br />\I <br />I <br />II �� <br />CITY WATER MAIN - <br />BY <br />III I 2 e 2 <br />+ D-O6D-07 <br />�1 �) 1 <br />O SS 918 SS <br />11 <br />PROVIDEAPPROX. SS <br />EX-HYD-02 50' OF 8" DIP 3 z EX-HYD-03 <br />S y <br />° 920 PROTECT EXISTING <br />n 8" DIP WATER MAINS <br />3 <br />y 48" SAN MH <br />m 20 (EX-SAN-MH-02) <br />I <br />9 SANITARY SEWER <br />N EXISTING 6" PVC O PROFILE, SEE m <br />N a I TIE IN TO EXISTING <br />SANITARY SEWER ti SANITARY MANHOLE <br />i \�EX- D-01 <br />W W <br />48" SAN MH - - - <br />y (EX-SAN-MH-01) <br />920 <br />PROTECT EXISTING <br />\ 8" DIP WATER MAIN <br />->> PROP HYD-01 0.0 CB-1 / 914/ <br />I CB <br />CoZ <br />8" DIP TEE, SEE / <br />HYDRANT AND 8" DIP GATE VALVE, SEE <br />Z I� 91e / 2 3 <br />D-06 D-06 D-07 <br />UUU / <br />WATER MAIN PIPE4? / \ <br />BEDDING, SEE -05 \ m <br />z l EX. 12" FES / <br />o(INV=913.1) gNb <br />b+y � <br />30 / <br />+ <br />\\I 1 I <br />Z + EX. 12" (INV=913.4)� <br />rn l\ I <br />I Z 3 i <br />WEST POND <br />CB-07 12" FES I mrr <br />---- <br />M- <br />+ <br />—1rfl <br />Z I / <br />rq 3 6" PVC SANITARY SEWER, <br />PIDB WATER MAIN <br />Z <br />rn 3 m <br />o z <br />IM 1M _ <br />ran SEEPS�H1) -�� <br />1 "FES <br />WATER MAIN00 W -1+00 W <br />PROFILE, SEE D� } 920_ <br />1 CONNECT TO EXISTING 8"'DIP. REMOVE F \ 90°DIP ELBOW, SEE \ <br />G09 EXISTING 90° DIP ELBOW AND REPLACE WITH 3 Z �- <br />8" DIP TEE AND 8" DIP GATE VALVE, SEE D-07 <br />0.06 D-07 <br />1 PLAN: WATER AND SANITARY SERVICES 0 40 80 O <br />SCALE IN FEET <br />REPORT WAS PREPARED BY ME OR UNDER MY DIRECT BID <br />SUPERVISION AND THAT I AMA DULY LICENSED <br />PROFESSIONAL ENGINEER UNDER THE LAWS OF THE CONSTRUCTION <br />STATE OF MINNESOTA. PERMITTING <br />PRINTED NAME MICHELLE KIMBLE <br />SIGNATURE RELEASED <br />DATE REVISION DESCRIPTION DATE 5/11/2020 LICENSE# 42012 TO/FOR <br />Protect Once: <br />ASJHVWN <br />- <br />BARR ENGINEERING CO. <br />BARR 4300 MARKETPOINTE DRIVE <br />Suite 200 <br />- MINNEAPOLIS, MN 55435 <br />D..",' <br />Date <br />5/11 /2020 <br />LABORERS TRAINING CENTER <br />LINO LAKES, MN <br />- <br />Drawn <br />KBD <br />Chackad <br />JMA <br />Designed <br />BARR <br />',j <br />Corporate Headquarters: Ph: 1-800-632-2277 <br />Minneapolis, Minnesota Fax:32-2601 <br />Ph: 1-600-632-2277 www.b.11 .harr.com <br />DATE RELEASED <br />Approved <br />MAK <br />- 916- <br />- <br />-91 <br />EX. 9" CULVERT <br />(INV=909.3) <br />141 <br />\ \ <br />\ \ <br />\ — Jm _ i <br />SYMBOL AND PATTERN LEGEND <br />750 <br />EX 10' CONTOUR <br />— — 752 — — <br />EX Z CONTOUR <br />SS <br />EX STORM SEWER <br />SAN - <br />EX SANITARY SEWER <br />GAS <br />EX GAS LINE <br />W <br />EX WATER MAIN <br />WT <br />EX WETLAND <br />OE - <br />EX OVERHEAD ELECTRIC <br />UE <br />EX UNDERGROUND ELECTRIC <br />CATV <br />EX BURIED CABLE LINE <br />EX TREE <br />- - <br />EX PROPERTY BOUNDARY <br />- 750 - <br />PROP 10' CONTOUR <br />- - 752 - - <br />PROP 2' CONTOUR <br />» <br />PROP STORM SEWER <br />W <br />PROP WATER MAIN <br />- SAN - <br />PROP SANITARY SEWER <br />OPROP <br />SANITARY MANHOLE <br />PROP WATER MAIN VALVE <br />y-� <br />PROP FIRE HYDRANT <br />PROP CONCRETE <br />PROP BITUMINOUS <br />PROP GRAVEL <br />PROPTREE <br />LTC CAMPUS EXPANSION <br />LINO LAKES, MN <br />SANITARY AND WATER SERVICES <br />PLAN <br />ISSUED FOR PERMITTING <br />NOT FOR CONSTRUCTION <br />BARR PROJECT No. <br />23/02-1079.00 <br />CLIENT PROJECT No. <br />DWG. No. REV. P <br />C-07 A <br />