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Albertville Townhomes Westwind 3rd Addn (26) BIG PLANS_ ---- . n . � I I . I J r '' �� m _• �JI r0000 -e , __ I I . - -_ _ _ o __ _-___-' 14 UTIL.IITY PLAN GENERAL NOTES A -'", I :� � g I .TII I iI I o b � I I ' -- I . a I 1. All sanitary sewer, storm; :sewer and watermain utilities shall be furnished and ;� -;.••'" 1 c �-- . I I I j �"j I ins -tolled per the requirerrlents of the specifications, the City and the standard `� - �� •-'-�° r7' �..�.�U-P, a, 1�, - - 1 Ll 1 1 utilities specification of tfhe City En insets Association of n CEA ,�-` !�2,�VP SAN ERV 7T +1. I P y g Ili nespta S 19gS edition. AIi pip® connections to concrete manholes shall be connected with art ii �°' internal rubber gasket or;- 1by using ADS waterstop gasket: All sanitary sewer maid ��, EL �� "1�; '. { I - line shad be SDR 35. All :sanitary sewer services shall be SDR 26. � I of . - 111q1 _ / i V&;DE 2. See Sheet CB 1 and the contract specifications for specif€c utility details and utility _ - _ _ I-P-1 iIservice details: II 1I �fs i �' R ,I I i II 3. All util€ty pipe bedding sl'�all be compacted sand or fine granular material per .the I F I I requirements of the City:. All compaction shall be performed per the requirements � � � ;, { i I Ill of the CEO Speciftcatianl. : r r I 11 I t 1 I . . D&U 4. All connections to existing utilities shall be performed per the requirements of the I ' g I i III t City. The City i]epartment of Engineering and Building Inspections Department and BLDG-1 -0- I the construction engineer (must be notified at. least 4i3 hours prior to any work I _,<t' , Q 1 f 1 I SAN ERV -P GAR 4•.4' t I s I ) ► I within th., public right of .way, or work impacting public utilities. :I ' I ,, �� EL=45�.� t i c� � t 0 CBMH.8 I I ( ,t t 5. All sanitary sewer and water services. shot{ terminate at the property Ilne,uniess _„ - ) N� {{ otherwise ndted, j LD 1 I C t� \ °' i C I , i SAN SERV I i ` D& I 1 III � I EL=959:0 . 6. The contractor shall notiffy GOPHER STATE ONE CALL at 651-454-0002 at least t t I - 48 hours prior to perforr ;ring any excavation or underground work. i6 I � cz t I �II 1 L, , n r r :rl , ! I - m 7. The contractor shall field] adjust .waterrnain to avoid conflicts with sanitary sewer, I i - - D & �} i 1 - i storm sewer, and service-- as required. Insulation of water and sanitary sewer lines I I I I iI - I 0 30 60 t L I { l I sh all be provided where ;':;5 feet rrlinimum depth can not be attained, :.-.,:. >: I I I 8. All street repairs and a,�chin shall be per -formed per the requirements..:.< r „•:... , :: ,,:::..?:: :.,•.,. �.�: •. - -- - :� } • P g P P of the City. j : f x;? ;;..' I I ) 1i I t All traffic control shalt be., - i! <.. C� provided the contractor and shalt be established II hed et s I P y •�:` SEW S. P ':- E � V R iCE PRE j�'� :. r INSTALL 9 N: , r z na :as i =ems t :�. the r®� �•: irements of t e h A r1. >3inne a R� sot anuai of nif T i nt :�> U �srrn ra. fc C rot Devi 4 f o ces r a .5 a Y T P TE •n•.:.�: WA R a S:' •F I EP �i RV REICJST,L` U.0 :t , L E� D and the C :z�. :;tss?;=.-'t'�-:.: I h City. Th� I a ,. Ti � ,� s shall {" include all si na e b .L�• arricades flashers' and { ®® i , • it -r`. .t�I>E I ri � �' e �..- EST fla a needed. I � ... rsasn All ua , blic st reets shot be a 99 P 1 en to traffic at all times. No .read :'•i �'.i'.�•-; �;:". -I closures shalt be permltte=d without the expressed authority of of the City � � I ___1 it _ I i _ 1 (, + it .- -< W I t , C.S TYP. WATER SERVICE PREiNSTAL3� t G i I g. All new waterma{n must. [have a minimum of 7.5 feet of cover. All new watermain. I . II i 4 to be installed with a 8- au e. sand caafied co er 9 I TYP. Se-WER SERVICE PREINSTALL i v 9 PP tracer wire along the surface I COt3 i l Ij �, II f and through all gate valves and attached to the bottom flange of all hydrants. 1iERIFY ALA RE'i SQ-,r 11S VV/A_R H PLANS t#` "' c -1 ' . t & - ii . I ; LLD 6 I ,( I 10. Adjust all existing structures, both public and private to the proposed grades` where I j I I � disturb SAN SE ,V I .1 '� - ed and damply with, all requirements of the utility owners. Structures being SAN DERV g �i' t I II i reset to sued areas rnus,.t ee I EL-959?` �?L 8 p m t owners requirements for traffle loading.. }5 : NOTE: ; EL=9b0.0 II € - I { SAN..SERV Q ALL RIM ELEVATIONS OF ALL STRUCTURES SHALL BE _ - SAN SERV , 19; All hydrants removed frotr,,i the site shall be salvaged and delivered to the Clt s � - + I + - ,59.5 GAR . I II ' I 2' BC y t I EL V i _ -LOW FLOW LINE OF GUTTER LINE GRADE AND Public Works Facility, EL-956.5 I I . 1/2 BEi0W FINISHED GRADE IN ALL OTHER AREAS, 1 ' FFE=91.3 I '� ! 12. Minimum grade on sa __ 4" PPVC I \ II ! i -- I ! J g nitary sewer services shall be 2.Q� a E 1 I SOS Q I \ I! s 1 13. Hydrant spacing and D& IUI tt .e. I 99 9 yd P g n water supply shall meet the requirements of the latest version (V1H.7 6 1/$ENi� i TIC I�,II I AI, CALF 1-3Minnesota State Fire Code: and that of Albertville's Fire. Chief. - LyH ,. HY�L _14. Pro osed Pie Materials; _ = _ __.-__ �,_ - • D- -j t� P. P ,, o � 6 G.V. I j� •fig j� r� ('� �j1'g7 J� q• SCALE: q 5� J 1. _�i it-_ - ' �}��I Illy .. 1�Llldl�il`d9111d. i99-t1®9 �IVi7 i. Ire II `• \ #( ._ c, - I Watermain PVC; cC900 No less than 7.5 deep i ! `.._4 Pf�VC �►'- R=96.5 - - - - Water Service COPE?ER TYPE K,1°' Service to aroperty line: II CALL BEOIE t'bl! DIG! _FES.1 I IL Sanitary Sewer PVC: SI31� 35 too rilore than 2Q' deep• ---- l I r . --- I r �� -- 't Sanitary Sewer PVC, `SrJi26 20' - 25' deep. >--- F -. -N291 06 180:54- 1 Sanitary .. "BIH.` an Lary Sewer PVC Minimum 2.Q9� grade ,BMH.8 Storm Sewer . RCP ,CLASS 5 12 . to 18 diameter.Gopher Sta e One Call. � I T w M �----- !-- - --- - -: _--___-------1 { v / -- I _a + I- - L _ - _ - . - - t j�€f TWIN: CITY AREA. 651 5� 0002 Dratntile P(7LYrTFIY1:ENE ...Back of curb. ;. O t L - - - - SIVII`I.5 - - aCSidlH:i it Ili .�' .''/ .�' ,r..i f' '1 - - - - - - - _ - - - - - - _- - ,JJ ai TALL FREE: 1-800-252-1166 "" " �I - 1 I i I b --_ l-fl. - - w w i, fit+ ' - ! _, __w- - - _ �-, �- - = - - _ _ - ,.., ,�„•.. 1. !UILlN r' o�` EX STING WA ERMAIN ! 1 .. . crl ' \ 1 I ` CTI I CC:11 i I ( 1 , 3 1. (0 i T;, , s i ! �, l I I , I o , s i r HYC� \ (TIE t 1 ; ( o i, „ - I L �7 G.V.t7I + I 1 _ I i I I. I C B.10 - l j/p G R-962:I i t r � R "I �I� I t \ ,K n. 1 ! , � nw w �p I i i j1 , � `_____I_ I I 1 I 1 I I I I (p}j i, f I ^^�,°� ➢ E - a 6,r I I t t __ I I I s I I � t � t .., r f j t f t I , I r,_ t I t r I ? ( p 1 \ �I I I t S I ; j - - E ! t 3 i I I t E t I I I , 1 \ I !: t I 0 I` i 1 y tt i 3 ., t: HIGH POINT ELEV = 963.79 HIGH P01NT STA = 3+10 .42 PVI STA 3+00 I I . -PVI 'ELEV _ 963.91. I S �T R Ewm E � A I I I I I I . I I I S 0 "'I'm R " ERE w E" m T C .. .. .A: D:.,_ r.2,. 40.._... ......... .. ......... ....... ............I.... ................... ...I....•........... ............. .... _..:. . _ :. . o LOW POIN V ; • K 20. 83 T ELE = 958, 77 -• : .,.I..... . ........... ....... r� - •9' .... ... .... ............ ...,,,.. ..•. ...... .. .. :.� OW"#` Via' 'L al�T 'ST'A' '0'i�' �4; 33 . o= V 5 r4 0:0� C �f �- ' J ! TA .. , co 60 c� P R O P O - ED GRADE LI PVI; ELEV - 9-58. I i r� L{ ; r + N co ........ i^7 r� i {} r0 I o Ii co. c� ,..... co• . .. .. ... ......... . cam............. ... . to ii Csi <- C7 r rD co c� II c, 0 0 <t �� • ..........:..........:.:.:...:.......:. ....... . ...,..: c.� cc� ...:.....:....... . . � . _ : _- :: : - cam , ct3 v� N -, .. cQ :Cn r+a ! t i` - Cif rni N -t 9f" �(XJ� � 00.7 C cn _: � PQSED. E ( r > ftJ. .'tie' af, Lt i. ...... LL.I I :...: ..:.. . : c� "' LJ . . LC7 LnIr7 w c) Iz _ > C,) , a� a7 •CBMH-7 0) _ _ ....•... •................... Chi W _ _..1 C� (. G)v.�..�......... �Ill......... �. I _ cam r� , .. LL I I j - La,1. J rri 'oo' •cal• �h.c�,l:. Q. t . , ��] 'N ! �t I'«- N N r� a7 > -i . C57 • M. w :. �/•,, > w w �•� ��r} w F .�, ..I � .. 9.5.7.:. ww //^^ •l.fJ • �' % tf7 Lt7 Lt_ CU ! tt7 ... oo - c� a� Ln C 1n O :IE 957.77 > - O a� >` . M rn ..... i.. . cn a� I �. r: :S > i'' �1 ' ,- IZ: 1:.. o •1' w 9�5�7 � 7 ' n_' o �0 . . ..... ... ... :......... :% cn : 0 O. 0 :m w ....,... .............. ....... mw r. ;.., • ..... ..., ..t. .. ; w -.. V' -� ... i.. w' �' - C3 ' o' U •� C.� U 8 I' - ......... > u •I• W fin' - ...• • P CP t .... 5 a 0 3 0� 12 .o. 7 0 2,3'. ,.,.... -2 : . : 0 ".. : :„ .... ....... ..... . Q :(�)... P 6'' _ .... .... ..... ... ............... . : .s V 0.30/0 : I : � : CAUTIO V '`'� Lt7 t O N: ERIFY EX. '�V l A\ TERM Al:N t. r E�CTIN ORAlE - 'i' �* a. C . __ .. ... ...... ..... .. ........... .. 7 .. 3��__1_1.11.1 f� N' .J- r" :f'�vG IYGa�'�• per !bi' W LL M�AI a TAIN • :12 P�j 7.�5 OVE• 'N RC N LOWER R Mtn V rn �J r i 5 R •c�� ............... era x: � C� 0.22 ....... � H cam o� 0.3a� a7 �8 A E� � A ..... I- 16 4E E E l..GfAfE. SSA :�.. R•Y• 39. li3 r9 .. I C� 'i' '1' 1" ... ... ........ . . ........... .. , tz 12 RCP IH.:� cH.� IdleCV �0: •30 %' t..... - :, �y +''� _� -,-- - - - v) w 0.2� tYldJS'1�•' •9T• .. ,, ....... .....,. .. 'W Ate' . 15 R �.. ... ..:. llvW=5.8 iIy �1. '1'� I�C'P" _ .� - 95�,1 cn r -`~. �: �. RI Y 7 ii' .' „a i• .... T G 8 •A T E I� A X I E O VER OVER � ..... ........ .. CONNE T TO aIf:pp................ _........ •... "� :a` •I'S•TI14J ,.� R" �E� G- .BTO•R� 'WATE �' aa M...SE'�=. r r sr .. :...: .... EXISTING - 'r . - P. - .....'.,...,,,.1... I.....: ................:, - T ' -, RP A! ni , 1 , n I . `'^ �' 0 U E _ .... ...... ... .. ... .... ...... ... ................. , �, ..: ,.. �. I . ,, . r .1.V N , --. _1.I.1. : - :......:..,,:::.:..:: c....::::..... . . rV . . :.... . . ..:.. V ::. . r �` • 8P . r �R 9 , • �1 ... ....,,,.•... _ . _ awe . „ . CV _ . • , ; ..... ... .......... .. ... t• C7 • .. cfl ,. , r� � .1t N •C3U7• ' N' • ... ttii:. . O N :Lin ..: C3 % %: r�....... a : N N , .. .. ..,�.:: .,....:.....::.... ..ham:.:. •.N......... .... .. •chi? - .. cca. Gb :cn •i7 : pj• �: '' %' c� - ........... • c cQ a ��,. :•coo• -c�- u'� Lr) ........ . ... . ..... ... .. .... ......... .........:..............:.......... :.... :: , :� 4+00 3+00 Q -- 0 0+0 +0 0 i - fl 0 .00 . E 0 N . . . 0 _ . . . r_ CD - 0 . . .. . �.._..___;.,..-.. _��.,...,..._ , _ ..,...,-..._,..,. Professional Services: i >r A Planning • Civil Engineering • Land Surveying Larndscape Architecture . Environmental n 7200 Hemlock Lane -Suite 300 Minneapolis, Minnesota 55369 Telephone: (763)424-5505 Fax: (763)424-5822 vnn,w. LoucksAssociates.com ©2004 CADD)lQualification: DD files prepared b r for ' CAS the Consultant o. this project P P Y P 1 area instruments of the Consultant professional services for use solely with respect to this project. These CADD tiles shall riolXbe used on other projects, for additions to this project, or for cocli,pletion of this project by others without written approval by Wh e Consultant. With the Consultant's approval; others mays' be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions' �aaddilions, or deletions to these CADD riles shall be made at thelPdll risk of that party making such revisions, additions or deletsoG s and that party shall hold harmless and indemnify the Consultl�',anl from any & all responsibilities, claims, and liabilities. 07-127 Suhmitttal: - - 02-14-08 cCity Submittal 06-11-08 Construction Plans 06-26-08 -: Add finger Drains and Typ• Street Section 08-28-08 City Comments 09-05-08 2R001 11 00 Professtional Signature: I hereb"Ylcaerff1that this plan, specification or report wa s preparedd, by me or under my direct supervision and that ; . I am a duljy Lice sed Professional Engineer under the laws of the State of Minnesota. 1. i . Andrew Berenberg - PE 25126 , rise Wo. Date. omit ,CControl: AMB W Rt 3y: roject Leath': Drawn . > RLL hecked Y Review Due: B i Sheet lrs-dex: C1-0 CCoverSheet C 1-1 SExisting Conditions Pl an Ct -2 FR emoval Plan C2-1 SSite Plan C1 CGradin and Drainage Plan C3-2 _SStorm Water Pollution Prevention Plan C4-1 LUtility Plan and Profile : C4-2 3Wility Plan and Profile C4-3 Uility Plan and Profile e 1?ro'ect Details C8-1 ��-�--- - .. C8-2 111roject Details C9-1 SStreet Signage Plan landscape Plan L1 1 , p n Sheet Litttle: Jtl !I tand Stre et Plan and Profile A Street an e� Street 'ro-lect Mo.: 1. i1 L 7� 7 heet Nib-?.