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DRAWN BY: DESIGN BY:
<br /> MISSION FOODS ADDiNA.G. C.G.S.
<br /> CHCKD BY: PROD.NO.
<br /> C.C.S. 09-1232
<br /> ORIGINAL DATE:
<br /> MARCH 3,2009
<br /> 75
<br /> PRELIMINARY UTILITY PLAN
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<br /> City of New Brighton, Minnesota R ; _,—,— —rr_�x—+_ _•_ —•—.—
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<br /> STORM MH c INSTALL'NEW MANHOLE --- \\\
<br /> INv=eea.so0. I (SEE EM DNO PI i rm - \ O
<br /> GENERAL NOTES STORM SEWER NOTES I sinurTt,RF DE7AR,) 1 , I
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<br /> The Information shown on these drawings concerning type and location of Field verify size,elevation,and location of etatoti g storm sewer and notify i1 t. /,I+ lir I i ; , \ - .ti O r
<br /> existing utilities is not guaranteed to be accurate or all Inclusive. The engineer of any discrepancies prior to any installations. T -•L="1 ,_ \ �� I ry i
<br /> contractor is responsible for making his own determination as to type and KU.61y.07 _), '1 L..1 .A, _ _ LN1
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<br /> location of utilities as necessary to avoid damage to these utilities. Lengths shown include laying length of apron. c /� ( •_� ( j J w Q
<br /> Contact Gopher State One-Can of(651)454-0002 for existing utility 0. P / j -_-I s 1 ;:y_ # I i- �" ' z
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<br /> / ( ( ' tity (t1�.-`, 1It" Gd Inca Nan o!exitg4� \♦ \\\7 IetV 2L�/(}_- ! ' ; il ` $ (ay sewer,storm sewer,a d walermain and f \ \\\I r/ .t" ` 1\\\ \\I'1 1 // L- I . .. •/%%/j///f////f/�/f// IF"- -$ -
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<br /> Installations scroll conform to the City Engineers Association of Minnesota Ov �y \\\ \\��; ; i j �, �� Ii:%%%'////,�AVAV4jj��I%: ~-__ I a u�
<br /> (CEAM)Standard Utility ISpeciOc t'o ,1999 Edition,and the Citys Standard -\ \ \1 I I �o"l{{Specifications. SANITARY SEWER NOTES '' \\ I\ tY RC APRON W/ / IOContractor shall notify City Public Works Deportment a minimum of 24 hours r \\ \ II TRASNGUANOprior to the interruption of any sewer or water services to existing homes or xistingsa itarysewer location, ize,andelevation shallbeerified in the SAN MH Q _ \� \ 1 I / INV e9o.00 i---
<br /> businesses, field prior to construction. Notify engineer of any discrepancies prior to any R111-901.14 \
<br /> Installations. 1 If/V.892,09 r U i•\\ - / 21'-1Y PVC SCHEMWE 80.4.7b%
<br /> Notify City a minimum of 48 hours prior to the commencement of I _ ' C
<br /> construction. r
<br /> _ y�— '—/� TRASNOJARD ir RC APRON W/ / 6- I E A'.Q- t�
<br /> fl - INV 891.00 j ,__- 1 a o !',`;r
<br /> PLUG E#;'0W(G LINE
<br /> SWIH l�/� 1lr I ROCK BEO ATE RNVTILE W 11-_ C q A Q�� 0 O
<br /> 369 1 i I (SEE ORNNTB.E DETAIL FOR EXIS7DIG SANITARY SEVER AND /:1
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<br /> ORANi USE No.E FR PERFORATED
<br /> PgET ~ 1 610-FlLTRATSgV BASIN fit) WATT f0 NEW ADDITION
<br /> 10E0 -_- GIG 'l (['//��
<br /> WATERMAIN NOTES 10 POND OUT T STRUCTURE r 75 . (COORNTO N W/MECHANICAL) r--- m
<br /> .0014
<br /> Existing walermain location and size shall be verified in the field prior to I • CST L (7O 6
<br /> construction. Notify engineer of any discrepancies prior to any installation. ,i 1 a �I) ;-- _ $ i c v (0
<br /> Wotermain shall be 6"ductile Iron pipe(DIP)class 52. i tI - - { / '/ RELf:r° ,49
<br /> EXISTING WTERMAI AFTER / LL-� ,�.� IOQ
<br /> ( PLUG'E10S1.G LINE.TO • rw•se a:: .r NEW 1'Providpfmd insulatioppdqlhere NDR1N D +,ECT NEW $µlr
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<br /> Maintain a minimum of 7,5 feet of cover over all walermain pipe. t E I_ , „ /G".,itr TRASHOUARD
<br /> WV 890,00 j _ -h e O
<br /> 8 DP - • Q
<br /> $ EXISTING CONCRETE BUILDING PROPOSED ADDITION 1
<br /> MATCH EXISTING SLOG FFE
<br /> s f0UN0AilON AREA = 100,855± sq. fL I
<br /> FiE89I50t _
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<br /> Li FIE.897.55t i
<br /> CONNECT TO EXISTING I IOO OD D.
<br /> WATERMAIN W/TAPPING - / 1-- I Q+
<br /> .�� VALVE AND SLEEVE I IF I`-- (V V3 O
<br /> 1 l7il,yr RIM BMN I(0.4 I I- O I--
<br /> .....� - 14 WV 891.00(e'DRAW7ILE) / I--- Q W 3-
<br /> �.� ` �� - / INV e91.00 1Y NOttT° j E
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<br /> NEENAN R- 1A / = Z
<br /> 1 - / ( -\I\ ROCK PERFORATED DRNNTILE IN / '- — ti On M W
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<br /> (SEE DRAW7ILE DETAIL FOR ED-TVA4��.► - I -- (t1 2 = a
<br /> �I / 810-18.1RA71ON BASIN/2) r5AO Y- ,_.
<br /> 33 III .%Vom5, I--
<br /> 33 ,�, T;11. I__- LAMPERT ARCH.
<br /> `rill f59%/fii�l/�, i%/%//s.1 .:. Z, 13—/ c ..• - LAncoln St NE
<br /> M E MN 56304
<br /> I RCH.
<br /> \ , ---. • ILJ "�/. :•'i y1-{.1.." v,. '41 PHONE: 763 785.1211
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<br /> LEGEND —I— —L— - -- -- — —v; ,:� ,r-fi�.:r rr1-- �f W+ ��
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<br /> Existing Well I�--- ;� 'a�.4r `.•// \
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<br /> Y,i Light Pole -., t 1 I t---� II--r—i 1—t_ ) F'.*i •.���//
<br /> Q Existing Sanitary Sewer Manhole y/ SITE PLANNING
<br /> ,,,3%/ /I SITE PLANNING
<br /> Q Existing Storm Manhole/Catch Basin " ///////': PLOWE
<br /> • Proposed Storm Manhole/Catch Basin it,' // / //
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<br /> '..y// / / / // ENGINEERING,INC.
<br /> ()(( Existing Post Indicator Valve - .�;// / / I ( 11 SUITE110
<br /> !L- 1111111 y// / // / // 6778 LAKE DRIVE
<br /> Proposed Gate Valve I { �• 1�/ //I t t\ \"` ._>�_ LINO LAKES,MN 65014
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<br /> / / \\ \ PHONE:(651)361-8210
<br /> q' Existing Hydrant 1•~ ``,// / // .. \\\ NI EX NV BIB]22 ON FAX:(651)361E701
<br /> �o I •ti./ / /____1 II
<br /> Proposed Hydrant 1 I I �Y/i/ / I II NORTH
<br /> 4 Existing Apron 33 11 J ` , \ \r,#7/kC -/
<br /> ✓ Proposed Apron I
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<br /> —I— Existing Wotermain I(- dI
<br /> —)— Existing Sanitary Sewer 8.)
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<br /> » Existing Storm Sewer m<`1, I 0
<br /> >0— Proposed Storm Sewer s. I
<br /> I I INCH.40FEET
<br /> —1— Proposed Wotermain
<br /> WI/4 CORNER
<br /> Proposed Sanitary Sewer SEC.21,7.30,R.23
<br /> x— Existing Fence C 2
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