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Revised Site Plan Review
Bonestroo,Rosene,Anderlik and Associates,Inc.is an Affirmative Action/Equal Opportunity Employer Bonestroo and Employee Owned Principals:Otto G.Bonestroo,P.E.•Marvin L Sorvala,P.E.•Glenn R.Cook,P.E.•Robert G.Schunicht,P.E.• Rosene Jerry A.Bourdon,P.E. Anderlik & Senior Consultants:Robert W.Rosene,P.E.•Joseph C.Anderlik,P.E.•Richard E.Turner,P.E.•Susan M.Eberlin,C.P.A. Associate Principals:Keith A.Gordon,P.E.•Robert R.Pfefferle,P.E.•Richard W.Foster,P.E.•David O.Loskota,P.E.• Associates Mark A.Hanson,P.E.•Michael T.Rautmann,P.E.•Ted K.Field,P.E.• Kenneth R Anderson,P.E.•Mark R.Rolfs,P.E.• David A.Bonestroo,M.B.A.• Sidney R.Williamson,P.E.,L.S.•Agnes M.Ring,M.B.A.•Allan Rick Schmidt,P.E.• En ineers & Architects Thomas W.Peterson,P.E.• James R.Maland,P.E.• Miles B.Jensen,P.E.• L.Phillip Gravel III,P.E.• Daniel J.Edgerton,P.E.• g Ismael Martinez,P.E.• Thomas A.Syfko,P.E.•Sheldon J.Johnson• Dale A.Grove,P.E.• Thomas A.Roushar,P.E.• Robert J.Devery,P.E. November 9, 2001 Offices:St.Paul,St.Cloud,Rochester and Willmar,MN•Milwaukee,WI•Chicago,IL Website:www.bonestroo.com Mr. Michael P. Gaffron, Senior Planning Coordinator City of Orono Post Office Box 66 Crystal Bay,Minnesota 55323 Re: Orono Senior Housing File No. 139-01-000 Plat No. 2641 Dear Mike, We have reviewed the revised site plans dated 10-29-01 for the proposed Orono Woods Apartments. The site is located in the northwest quadrant of Wayzata Boulevard(T.H. 12) and North Brown Road. We have the following comments with regards to engineering matters: • The site plan provides some signing and striping information.The plans should include appropriate signing and striping for right-in/right-out turning movements at the access onto T.H. 12. • The access grades have been improved to provide a landing area of 2 percent as previously requested. • A note has been added to the grading plan stating that the retaining wall will be engineered and built by others. These plans should be submitted for review prior to construction. • We have not received pavement calculations or a geotechnical analysis as discussed at our 10-16-01 meeting. When these are submitted we will provide our comments. • The storm sewer between Inlet 2 and CB-14 should be RCP. • A profile over the water main should be provided to verify hydrants are located at high points in the system. • A sanitary manhole should be installed where the 8-inch building service connects to the relocated sanitary sewer main. • A gate valve should be added to the water main east of the proposed 8"x8"cross. • We have not received any correspondence from MnDOT regarding the existing pond capacity. Confirmation that the existing pond capacity is adequate is necessary prior to plan approval. • Any sanitary sewer with less than 7-feet of cover shall be insulated. • Please contact me at(651)604-4863 if you have any questions regarding this matter. Yours very truly, BONESTROO,ROSENE, ANDERLIK&ASSOCIATES, INC. 7/< • Tom Kellogg cc: Greg Gappa,City of Orono 2335 West Highway 36 St. Paul, MN 55113 651-636-4600 Fax: 651-636-1311 o„ °4o Ci ofOrono 9kE8X�¢ 2750 Kelley Parkway P.O. Box 66 Crystal Bay, MN 55323 (952) 249-4600 Fax: (952) 249-4616 FAX TRANSMISSION COVER SHEET Date: ems, To: E I l,.L04.4A-110/00 Fax: if . "740 a - 1/2,17 Re: DyNeRR.. vtitoae Sender: Pt\Y---E ... ,•tt ,t,,,t1 YOU SHOULD RECEIVE ”' PAGE(S), INCLUDING THIS COVER SHEET. IF YOU DO NOT RECEIVE ALL THE PAGES, PLEASE CALL (952) 249-4600. Confirmation Report — Memory Send Time : Nov-09-2001 03:OOpm Tel line : +9522494616 Name : CITY OF ORONO Job number 942 Date Nov-09 02:59pm To 7634245822 Document pages 002 Start time Nov-09 02:59pm End time Nov-09 03:OOpm Pages sent 002 Status OK Job number : 942 *** SEND SUCCESSFUL *** te Czty of Oy-ono .a4 }�` �7 p LSHot+$ 2750 Kelley Parkway �. Box 66 Crystal J? y, MV 55323 (952) 249-4600 Fax: (.952) 249-4616 FAX TRANSMIT;SIGN COVER SHEET To= I L^4 13 e2A%'O Fizx: + $ — Z -7., 12e: t.4 4h-16a_I NeVe-_p I Sender: / `` ;-de?ti.1 YG U SHO ULD RECEIVE .PAGE(S). INCL UDINCr TY:US COT/ER S.F1EET IF YO U DO NOT R.E CEIVE ALL THE PAGES, PLEASE CALL (952) 249-4600. pr LETTER OF TRANSMITTAL CITY v, ,�,,;�, E Date: 10/29/01 Planning,Civil Engineering,Land Surveying,Landscape Architecture,Environmental,Archaeology Project#: 00216 7200 Hemlock Lane,Suite 300,Minneapolis,MN 55369-5592 Telephone: 763/424-5505 Telecopier: 763/424-5822 To: City of Orono Re: Orono Woods 2750 kelley prky Orono,MN crystal bay 55323 ATTN: Mike Grafton WE ARE SENDING YOU VIA 2hr messenger THE FOLLOWING: Copies Date Sheet No. Description p 1 10/29/01 Construction Plans CA/ Ira P-trat-e) A Eii/ it<ie These are Transmitted: LI For approval ❑ For your use As requested ❑ For review&comment ❑ Approved as submitted 01 Approved as noted ❑ Returned for corrections Signed Bill Sharbono Engineering Technician Ti` ,is'd 1 bt ui-+f�i J ORONO, MINNESOTA DEVELOPER: DUNBAR DEVELOPERS 5000 GLENWOOD AVENUE SUITE #200 MINNEAPOLIS, MN. 55422 PHONE NO. (763) 377-7090 FAX. N0. (763) 377-7089 MR. FRANK DUNBAR �e; �k elft 'kA,do J t � X lo�k� DESIGN CONSULTANTS 1116-1 0,A IN III Ila!7 DUNBAR DEVELOPERS 5000 GLENWOOD AVENUE, SUITE 200 MINNEAPOLIS, MINNESOTA 55422 CIVIL ENGINEER LOUCKS ASSOCIATES 7200 HEMLOCK LANE SUITE 300 MAPLE GRaVE, MINNESOTA 55369-5592 STRUCTURAL ENGINEER DARG BOLGREN MENK 7575 GOLDEN VALLEY RD 210 GOLDEN VALLEY, MINNESOTA 55427 ARCHITECTS MILLER HANSON WESTERBECK BERGER 1201 HAWTHORNE AVENUE MINNEAPOLIS, MINNESOTA 55403 GENERAL CONTRACTOR FRANA AND SONS, INC. 633 SECOND AVENUE SOUTH HOPKINS, MINNESOTA 55343 SHEET INDEX TITLE SHEET E XIS TING CONDITIONS SITE PLAN FRANK DUNBAR TEL. 783 377-7090 FAX. 783 377-7089 MASTER LEGEND LEGEND PROPOSED I EXISTING CONTOURS •f--a�4_1 <Mr, WATER SERVICE —.—� SANITARY SERVICE i --- MANHOLE CATCH BASIN ■ HYDRANT & VALVE ——�$ VNS,• .. SANITARY SEWER STORM SEWER-- WATERMAIN _.,.•.• .. SPOT ELEVATION• DIRECTION OF FLOWs`" coax aaamc .,... a.. SILT FENCE igg CURB & GUTTER SOIL BORINGS BORING RETAINING WALL TREES 6 DELINEATED WETLAND JEFF SHOPEK, P.E. TEL. (763) 424-5505 1• FAX. (763) 424-5822 2. GENE BOLGREN, P.E. a. TEL. (763) 544-8456 FAX. (763) 544-8914 b. KENT SIMON, R.A. TEL. (612) 332-5420 FAX. (612) 332-5425 C. CL MIKE BENEDICT e• TEL. (952 908-2664 f• FAX. (9521 935-8644 GRADING, DRAINAGE & EROSION CONTROL PLAN UTILITY PLAN GRADING & STREET DETAIL UTILITY DETAIL SHEET SHEET PROPOSED ORONO APARTMENTS SITE CALL BEFORE YOU DIG! Gopher State One Cali TWIN CITY AREA - 454-0002 TOLL FREE - 1-800-252-1166 GENERAL NOTES This Existing Conditions Plan was prepared by a field survey survey prepared by Loucks & Associates and record utility drawings from the City of Orono. We have shown buried structures and utilities on and/or serving the site to the best of our ability, subject to the following restrictions: Utility operators do not consistently respond to locate requests through the Gopher State One Call service for boundary purposes such as this. Those utility operators that do respond, often will not locate services from their main line to the customer's structure or facility - they consider those segments private installations that are outside their jurisdiction. If a private service to an adjoiner's site crosses this site or a service to this site crosses an adjoiner, it may not be located dr ce most operators will not mark such "private" services. Snow and ice conditions during winter months may obscure otherwise visible evidence of a buried structure or utility. Maps provided by operators, either along with a field location or in lieu of such a location, are very often Inaccurate or inconclusive. The surface features and elevations shown on this drawing were located by Loucks & Associates. All of the underground utility information and location shown on this plan were prepared from record drawings obtained from the client and the City of Orono records. EXTREME CAUTION MUST BE EXERCISED BEFORE AN EXCAVATION TAKES PLACE ON OR NEAR THIS SITE. BEFORE DIGGING, YOU ARE REQUIRED BY LAW TO NOTIFY GOPHER STATE ONE CALL AT LEAST 48 HOURS IN ADVANCE AT 651/454-0002. WARNING TBT CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EIQSTING UTILITIES. HE SHALL COOPORATE WITH ALL UTILITY COMPANIES IN U M4TAI KING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE AT 454-0002 FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED 'DURING CONSTRUCTION AT NO COST TO THE OWNER. VICINITY MAP ORONO WOODS APARTMENTS C I TY OF 0 R NO M I N N E S O T A ARCHITECTS MILLER H AN SON WESTERBECK BERGER, INC ARCHITECTS & PLANNERS 1201 HAWTHORNE AVENUE MINNEAPOLIS, MINNESOTA 55403 612 332-5420 FAX 612 332-5425 GENERAL CONTRACTOR A ONO KEY PLAN = DR CADD FILE QUALIFICATION: CADD files prepared by the Engineer/Surveyor for this project are instruments of the Engineers professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project or for completion of this project by others without written approval bty this Engineer/Surveyor. With the Engineer s/Surveyor's approval others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Engineer/Surveyor from any & all responsibilities, claims and liabilities. SHEET INDEX SHEET TITLE CO -1 TITLE SHEET Ci -1 EXISTING CONDITIONS PLAN C2-1 SITE PLAN C3-1 GRADING, DRAINAGE & EROSION CONTROL PLAN C4-1 UTILITY PLAN C9-1 GRADING & STREET DETAIL SHEET C9-2 UTILITY DETAIL SHEET I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I on a duly registered Professoonal Engineer under the laws of the State of Ninne oim.,f(/////� Rep. Na. % yb l.� Date DATE REVISION QUALITY MANAGEMENT REVIEW. BY: DATE: ASSOCIATES Planning • Civil Engineering • land Surveying Environmental • Archaeology 7200 Hemlock Lane, Suite 300, Minneapolis, Minnesota 55369-5592 Telephone: (612)424-6505 Fax: (612)424-5622 © 200D Teb Page loucksmclagan.com TITLE SHEET PROJECT NO 00-216 CO -1 00010. DWG 1024.2 - a 1028.0 0288 I I HOUSE 1 x !038.4 1028.7 1023.2 022.5 l DECK I i - x 28.5 - t t I D x' CK 4. r L - - L_ l/ l ♦ i I v �^ 10/8.4 - � r 102/.7 .(,�rw f S I x 10,6.5 i x 1020.7 x %020.5 s s 1 /\ T / Li L_ ♦i ♦i I a L -+ x1025.2 I s r- 1 /\ T �\ t. x 1026.9 xii02Ci " x 101,15-7t' A r 1 x10182 o p N ZW. x102L5 �- j f /bp tJ i\ I I q l x 03 r -x02311 X, 13,a FNDr, JLM TOWkENS CB IZ,-11 No. 17)1"0 (DIRCETION i AND INVERT ARE UNKNOWN) 101 RET. WALL 1.2% W. i OF PROPERTY LINE -- x 1011.0 1011.4 POLE RET. WALL 0.3'/- W. & 0.6'/- S. OF PROP. COR.-- \ BITUMINOUS - , x1010.3L-J 011.3 A' / a " i ee CONCRETE i a ICHMARK Nut Of Hydrant = 10/l,4 Feet 1008.1 (NGVD '29) EELEGAS1007.7 MTR 'UTIE PED.. IOG aar� NORTH 0 40 80 %M%mm SCALE IN FEET TOP=1002.9 INV=995.3 x 1004.7 INV=994.4 PROPOSED LEGEND » CATCH BASIN > - STORM MANHOLE I SANITARY MANHOLE c HYDRANT LIGHT POLE • POWER POLE H WATER VALVE 92X.6 SIGN INV=994.4 PROPOSED LEGEND » STORM SEWER > - SANITARY SEWER I WATERMAIN c CONCRETE CURBING HANDICAP PARKING CONCRETE +B - SOIL BORING 92X.6 SPOT ELEVATION TREE LINE a t s ie l /1 T r♦ ® CULVERT 9- POST INDICATOR VALVE CONIFEROUS TREE c DECIDUOUS TREE HANDICAP PARKING I /004 5 HOUSE I A, 04.8 7.6 I x 1014. J DECK x 1002.7 .: a •, - ,., � ..d �'� I 984.7 HOUSE �R IOOO. s 1003 2 1 L_J � e 997.9 I i DECK 1 s• ;11000:6 1------ J .y. .. .i0 �. 4 � I u ORONO IN'V = .�47 ON {SAN MH POt:� WER RIM=988.2 POLE II INV=982.76 '877. k r9te8~4g 988.1 986.9 I: .6 987 I�. a t m 984.5 1961, F LL �. 984.3 00 TEL PED Irn -----982 x 980.9 I x979.4 I x 978.3 I 978 -w`I I \ _71' 976.6 I / \\ ` STN 'ham STREETOP =975.4 T \ 1 `N 11 .8 CB TOP=975.4 I LOT TABULATION I \ I 290,618 S.F. = 6.67 ACRES J CITY OF J ./ R No M I N N E S Q T A I ARCHITECTS MILLER H AN SON WESTERBECK BERCER, INC ARCHITECTS & PLANNERS 1201 HAWTHORNE AVENUE MINNEAPOLIS, MINNESOTA 55403 612 332-5420 FAX 612 332-5425 IGENERAL CONTRACTOR A& 'A I KEY PLAN px £9 O m W PREMIER i DR � 2 W a f4 CADD FILE OUALIFlCATION: CADD files prepared by the Engineer/Surveyor for this project ore instruments of the Engineer s/Surveyor s professional services for use solely with respect to this project, These CADD files shall not be used on other projects, for additions to this project or for completion of this project by others without written approval by this Engineer/Surveyor. With the Engineer's/Surveyor's approval others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Engineer/Surveyor from any & all responsibilities, claims and liabilities. SHEET INDEX SHEET TITLE CO -I TITLE SHEET Cl -1 EXISTING CONDITIONS PLAN C2-1 SITE PLAN C3-1 GRADING, DRAINAGE & EROSION CONTROL PLAN C4-1 UTILITY PLAN C9-1 GRADING & STREET DETAIL SHEET C9-2 UTILITY DETAIL SHEET I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I on a duly registered Professional Engineer under the laws of the State of Minnesota. Reg. No. Date DATE REVISION QUALITY MANAGEMENT REVIEW: BY: DATE: SSOCIATES wivironmentai - Arenaeoiogy 7200 Hemlock Lane, Suite 300, Minneapolis, Minnesota 55369-5592 Telephone: (612)424-5505 Fax: (812)424-5822 02000 ieb Page loucksmelagan.com EXISTING CONDITIONS PLAN PROJECT NO, 00-216 C1-1 I 01010. DWG I I I II I 1005.3 1 I I I I I I I I ITI /\T 1 1 ♦i \A l l \/ l Li i / / i 1dran t -ee t ELE I ELE —� ®. CATCH BASIN • STORM MANHOLE SANITARY MANHOLE HYDRANT LIGHT POLE POWER POLE 04 WATER VALVE — SIGN Wayzata PROPOSED LEGEND » STORM SEWER > SANITARY SEWER I WATERMAIN CONCRETE CURBING CONCRETE +B — SOIL BORING 924.6 SPOT ELEVATION TREE LINE Blvd. (U.S Hwy. No. 12) ® CULVERT *Pfv POST INDICATOR VALVE Mv CONIFEROUS TREE a DECIDUOUS TREE HANDICAP PARKING NOTE: ALL DIMENSIONS ARE FACE TO FACE. ALL RADII ARE TO BACK OF CURB 8612 CURB & GUTTER Ii000fi )T—' 9979 I I 1 F I STOP SIGN I I I � I I - / I _GA5-�� . t J I I \� NORTH 0 40 Bo%7=m i i SCALE IN FEET ORONO WOODS APARTMENTS CITY OF 0 R 0 N 0 MINNES0TAl. 181 ARCHITECTS MILLER H AN SON WESTERBECK BERGER, INC ARCHITECTS & PLANNERS 1201 HAWTHORNE AVENUE MINNEAPOLIS, MINNESOTA 55403 612 332-5420 FAX 612 332-5425 In GENERAL CONTRACTOR Ak 7-11 � F -M-11; ? 1, � Z � KEY PLAN = 4a w PREMIER _ OR S °a w< > I� CADD FILE QUALIFICATION: CADD files prepared by the Engineer/Surveyor for this project are instruments of the Engineer s/Surveyor s professional services for use solely with respect to this project. These CADD files shall not beused on other projects, for additions to this project or for completion of this project by others without written approval by this Engineer/Surveyor. With the Engineer's/Surveyor's approval others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentior al revisions, additions or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party sholl hold harmless and indemnify the Engineer/Surveyor from any & all responsibilities, claims and liobilites. I� SHEET INDEX SHEET TITLE CO -1 TITLE SHEET C1-1 EXISTING CONDITIONS PLAN C2-1 SITE PLAN C3-1 GRADING, DRAINAGE & EROSION CONTROL PLAN C4-1 UTILITY PLAN C9-1 GRADING & STREET DETAIL SHEET C9-2 UTILITY DETAIL SHEET I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly registered Professional Engineer under the laws of the state of Minneso Reg, No. L77 Date /v Z 9 Q Y� DATE REVISION QUALITY MANAGEMENT REVIEW: BY: DATE: _ ItFi AssocIATES.] Planning • Civil Engineering • Land Surveying Environmental • Archaeology 7200 Hemlock Lane, Suite 300, Minneapolis, Minnesota 5531 Telephone: (612)424-5505 Fax: (612)424-5822 © 2000 Web Page loucksmclagan.com I� SITE PLAN I� PROJECT N0. 00-216 C2-1 C2010.IrWG ` I I % A,\ 1 1 r♦ �- 21018.. 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X ��e `., ='a, 1007,1 - \p° O m olu.4 �.-._. \pp� - " 1 r� r ♦ 1 1 T 1 /\ .• '\ *;• :; x/02Q9 %A t t �J \ i^t♦ - p0 T $: X (DIRCETION x>�53 \ k AND INVERT l x/023.0 4. ti y a T ARE UNKNOWN) 01128 ` ,1012.3 z 10/0.8 , t i 4 3 ,_• s : `�, x 4 3 \`:,. 1 I. . b2 .7 x1025.0 .,,, .w s, .1! -- ,'' E� - .eF z , 1 �♦ r: , ,, `.., ` _ _ /003,6 •` 9972 Y 1 g" 10166 x1012#L X '` X X X X x s x /0/1.0 ` ?.'.� s �= s '< �' ':. % y...: ;: - `' z,. . s t, t x /023 7 ,¢ t x. . � lOI0.6i .y, x 1022.4 •..:..,. t'` ' _ s , ^ - x I0/6.4 .. j .. X1024:`8 i ,,-''' a ;,..: '..- �.. % ``�.., - x 998.7 � • � ':.. r= - n:_ `- f'+t"1,1 '-'. :: "- F , � 09.5 E 1025: •�E .:.., .. X- is .- SILT EN r P a - x 1020. B _ ' �. _.. x �- x 'loos, 4 a X /017.7 ;.. c... ,. - I ?41024.4 ;4 - t A -/:,. / \ / 1 r \ � r' 1015. l : j x 2 3` ROOF I " ROOF ROOF ROOF 0 21022.2 w � 1!►! I I I 1 l � DE DEC < r v m - ( . • , DECK s x 1023.8, 4 L, , - : r9 s X i //.5 ' r. `s. `. =q r X:(024.2 x`/01!6.5 _ ♦t .r' CR rn x!0!Ll -.X'!022.4 S ;.. E .` : s+ ,......,,............_._. - "'t.., x998.8 Qll.O $r„ •r x /018.5 . -. • $ r g •, x 1019.4 ... ;:- zY024.3 4 r ;xi 0':. `�,.. 029 - _ DECK Izi ?} ! m c ; '._. x 1020.4 1 .+ 'MONUMENT . W x IO%6:4 + :. '.�,,.i,.,-9k.-''-v'*-,.,"w •i to w o x. CB 18 °`° 7 O l� v / t j 4 r j ; 'e. i \„ :'.- /¢ 01.7 a O - o` -i DRIVE x % N 1022.6 `, �,. :x1024.6 x/0{8.! i €.¢: e 9. O F •, „: X:/ ;,; �? N 1003.5 x i..,: r _, , .. r 024:7 O �, DECK ��(m�% ♦ ` STOOP ROOF' 7 v ../ x I=6 ,.-9 1X % _.,. <.w,m . Q �„ C .t,. .. i::•' t „;r , O } oP• a O O .g k x;/0 ;7 4Flx p k DG`KY DECK w ,. / x10 34 \ 1a ` F .« "JxA l; �v = N O p 1 �. Fbe - 992 / <.. i. - y' _�._ .: _...r. , I 1 J yY. c.#ii' _ ,�`" .: " '.;1697--- . ,.,.,.,. S zzc 1024.8 4024,0 r a , : / " :. ,-- .{w.;: ' ✓,.' �. 9 W r -� v .. b ,D FFE ,I x -"' r - ' :&<. ✓. "`4 GA AGE=9961 .:� ( .1j 96. 5.436 x r0IL2,. :.._- .:..._.,,.. x /024.0 i .ra.4s"" '' i _ 'M1 •% , ' F X X 1024.7, a., x 10232.-... 1024.3 `D. HKr 1 ! CK OJ� � '• `, ; DE " 0 95.6 \ x 10238 r s� -.:., , 14.5 - �d9 .6 f IV _ SAN x x L _ x /o s.s 0 96.5 ,,r 90 . Tw• �y x z - 4.6 l0lLl x ror5:v$„ "`� i;,, i,.. x /025.0 °:. ' n,.' '4' a , \, `_. - i \Q,' -- h°� r...+:� <_. `'`a:,,., x �.. ,: `o -,>„t xt", u -Y� "f"s l0 .6 'x S x - •a ,fix ;.:4 .>z Y,'?fR�.. & ,rt .,..,,,. 5..-_.,E,.z "♦* 1018.8 '"ace., ,d j. ', -- s`'k. R+,,. t.•• - r�-,:....,, /ao.3 x role. '41 �,,: j k 94.6 94 t 4.4 DECK I 7 F"11 O 108.0 x /0/494.46 .: 10127 ; z „ v :'• T 10099 �- l � �V' F ENTRANCE '.�- , .">«,...„aM:.,.,wr 6 't w "'mss z '> \' r;.,•.?:^ ,Y.:,.. `(�.: VESTx �f oate, , . 1�982 .: X ' 877,.=1010 9X6. 1022-__ „ l0/0.7 qtw« ._ . /0/ 4 x 1`1663.5 jl z? 2O�'.'C42 v,. •�,... .4 �%`.. „ "'y >; , } , _ ;,. •1663.5 SE F R .. t.. , .c. s H _-tea:.,. ra., „,�9 988./ xlwo.s - :.i. �, t SEE 0 y "�. S �'' .7 P' 80 " =t X _,:.. DECK `'.,. DECK x E TR CE RADS �° C� d , ` �i 98 ft 003.5 * C y $ Fr 98- 6178 0 • x , s. r02 .,G.. � srooa •..,� �, I / � y .58 .� I •: ao s.4 s:. 0 J _ i / �. �976 _ 986.5 6 w ,tea• _ *.,, � ; , f ! DECK '- � � i na"P ,ir �`�. .- ,. � J <: r - o r `'�• / 5.74 x ses. w ,. 3 ;,• d L �1• t :+ $ do v` �i _ f ' 97q ..,. /,f. r- 987.6 X 1014.6 l l0.3:v 83 V sp7Q186s / I -973 3 �r 8 r x',,, f # F 2 ✓j j` 95.89 ��NV- (NOT �OOAT( p) • 1009.9 x 1008.6 .,- l , !I) V 1 1 F, > x 1006.9 - ✓ _ I j 1 x 1008.7 e . d i g sr ,r ti' .,. V'i 1 : ,.. _,_-•--,... .. Y i` _ r sf�'T� r.1' ,!14 `i a `� 984.5 1 " r 101 e 9 r . -40- 1009.5 F F .i. Ivl. - v t \ � 1009.3 € zt�R 10137 08 a f "'- w Yx tio19; s !009.2 > \GOB a ;< x �K-'CiCK 1010.3 y` _ x 1 3 . 40 _., I oB.s _ EC \ 3t o FES !�1 } V- ii � jy a� rs' 9 .8J,.3 .d t F ,G� x 00 .5 n�wa i. _ c r �... f dk Y s 1015 ONU NT SIG1., r ar o f � 002 - - .:-.�,...„-n' •a - _ vl e. i 107.6 - ii 0 �. 1 m E CHMARK- of d i s X-7- B t . Y �. , , � roos.5 - : ... .�. :,,4 _ .. � 982 •k o Nut Of H dran t �(� �� � ,- �- '� .r � .;� ,. 97.6 e i _ ,.A ,, ,::, 1000.40 r ...... ..a ev /0/l.4 F ,. .24 , Feet l 9.1 .,� .� � _ F SIL° ,:F i�iCE � � r 96. . i. s 980.9 / - ,. •� "" ' ".` � 0.Aro ,:...., , ING WALL TO *X� x 1007 1008.1 , ,y 0 RETAIN C 1008. ,-. - '` t i '. ,j.«. n r • :,,"..:. .M ,, it+' •a.... Y X15 ENGINEERED AND BUILT 4iI r J , 2 s8. BE _ p , � 6'�'.,: r` r ,. Wil. .•. .X 007 -✓. °. 1 r'- .: !r� �Nj .r '�' '1 �� ' � �� Ox 980. I / �- 9 \o X '" � 8 THERS. w s,, 97.47,, r Yy o p v0 ��1'(1,,s 1 - o r°' p 10079 01.7 ,� , _ A ,.� O 977xs794 `\ p O x /006.8 s. >° 1007.5 x 1015./ y. cC ,� ,.....-aa. r 10077 loos! .._...,. LI% ` 6.50 .9 6 r \� 97.76. A-0 L0 ,. o� 97. s 00 M ON lam' N 96 `\ ..,. ...,_,. 05.8._..- :: ; ' �• .''.'� i .w._ .., CDMH 10 1012 �. " - o ' .' r -x 978.3 ,...• -:: -^-,.... ',..:,;:<,.-a:un•<.,.. 9 -. x /0028 - .. _ ...... ,. 7.28 1010 I 004. I- R , s I I B . 1003.6 �-„ _.,,-- '- ,:, .. ..,.�.u.....:-_ .:'` ,� ,r ,,� ,,1` ? t INV -9 ..9 t{ _.... F -...�" FM EL X,,. �,,.,,..>~...,.-.'' L----rxrFM- FM _+ TEL -_" L :... : :.. J � �. ` �.A^ . ..76.8 rnra�,A,,,.w TM EL OH 6. OH- OtN / »' .. SAN MFj :. _ TEL TEL•.,, TEL G // ` Ham_ I V=971 6' .:`x 97 976.6 �.,, . Alfof='998.5": AS // \\ 4 a. SAN MH H ,, .:..., ,. § » INV= / 971 984, _ ' �� :,.,..:tn•:: L-�� AS ,...,..w,_,,._.. ..-.�\ TE Trig L� 'G' -\� TOP=1002.9 RIM=1001.3 STORM MH �_ y� 06.3 INV=995.3-...7 INV=992.9 TOP=998,4 r ,Fn 88.6 // T L` G- :.. < 0 ca 95.92 �.,,,.... -,,X9710 I 10 Op j INV=994.4 °,W 93.38 e, 98a. a // 1TGAS \ 06 7 - 1005.8 2' 00 '^• fi' - \, OP=975.4 T o, 99 1-0 SILT FENCE T 1005.8 8 9 Q O 9 9 �p TOP=981.5 r9 ? 1 "• S x 1004,7 �", �'. �;. O 1003 2 ,. / 4 61 N TOP=975,4 1003.4 ,q , 1000.7 ^... 94.0 1 .990.6 IL, 988 2 a �1006.1,985.6 `- /00/.0 996.2 - 990. 983.1 , a 998.7c. t 994.0 2 985.7 98.979.4 998.3 ! i t'. 983.2 j 98L 3-i 9.5 j Wayzata t`a ti � � 976.9 lu V. H 976.5 1004.3 1004.5 Y Blvd. wy, No. y2� 1 !0030 f 1_ 1000.3 99Z9 , -_ 993.8 989.6 984.7 PROPOSED LEGEND ®■ CATCH BASIN » STORM SEWER ® CULVERT NORTH ® STORM MANHOLE > SANITARY SEWER 9- POST INDICATOR VALVE \ 1 SANITARY MANHOLE I WATER MAIN - CONIFEROUS TREE Q 4O 8O 1 . HYDRANT CONCRETE CURBING LIGHT POLE CONCRETE ° DECIDUOUS TREE POWER POLE WATER VALVE HANDICAP PARKING SCALE IN FEET RADES JSET SIGN B_ SOIL BORING 924X .6 SPOT ELEVATION TREE LINE In CITY OF o R o N o M I N N E S O T A ARCHITECTS MILLER H AN SON WESTERBECK BERGERi INC ARCHITECTS & PLANNERS 1201 HAWTHORNE AVENUE MINNEAPOLIS, MINNESOTA 55403 612 332-5420 FAX 612 332-5425 GENERAL CONTRACTOR KEY PLAN z cc m w PREMIER DR � z 11yy Ir CADD FILE QUALIFICATION: CADD files prepared by the Engineer/Surveyor for this project are instruments of the Engineer s/Surveyor s professional services for use solely with respect to this project. These CADD files shall not be used on other projects, p olects, for additions to this project or forcml o p etion of this project by others without written approval by this Engineer/Surveyor. With the Engineer's/Surveyors approval others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Engineer/Surveyor from any & all responsibilities, claims and liabilities. SHEET INDEX SHEET TITLE CO -1 TITLE SHEET Ci -1 EXISTING CONDITIONS PLAN C2-1 SITE PLAN C3-1 GRADING, DRAINAGE & EROSION CONTROL PLAN C4-1 UTILITY PLAN C9-1 GRADING & STREET DETAIL SHEET C9-2 UTILITY DETAIL SHEET I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I an a duly registered Professional Engineer under the laws of the Stote of Minnesota, l s --�Reg. No. 71 '•'�` Date S 2 0 DATE REVISION QUALITY MANAGEMENT REVIEW: BY: DATE: • SSOCIATES Planning • Civil Engineering • Land Surveying Environmental • Archaeology 7200 Hemlock Lane, Suite 300, Minneapolis, Minnesota 55369-5592 Telephone: (612)424-5505 Fax: (612)424-5822 © 2000 Web Page loucksmclagan.com GRADING, DRAINAGE & ERSION CONTROL PLAN PROJECT N0. 00-216 C3-1 C3010. DWG 1 1),994.6 1 I 5 I 1 I X994 5 0 1 1 994p 8 .99J.2 F I Y I 1 992.4 x 990.8 oCY) _ �E 3j OCK TRAN 1co qx 99L 5 0 0 .- x 99J. r t 1 l : A � x r � I 2 ` TOP=990.69 INV=984.47x 5 f 2.0 � 9 .0" ? 0.0 011, 23 J6 i y ��V 89 r• RIM =988.2 oate, , . 1�982 .: X ' 877,.=1010 9X6. 1022-__ „ l0/0.7 qtw« ._ . /0/ 4 x 1`1663.5 jl z? 2O�'.'C42 v,. •�,... .4 �%`.. „ "'y >; , } , _ ;,. •1663.5 SE F R .. t.. , .c. s H _-tea:.,. ra., „,�9 988./ xlwo.s - :.i. �, t SEE 0 y "�. S �'' .7 P' 80 " =t X _,:.. DECK `'.,. DECK x E TR CE RADS �° C� d , ` �i 98 ft 003.5 * C y $ Fr 98- 6178 0 • x , s. r02 .,G.. � srooa •..,� �, I / � y .58 .� I •: ao s.4 s:. 0 J _ i / �. �976 _ 986.5 6 w ,tea• _ *.,, � ; , f ! DECK '- � � i na"P ,ir �`�. .- ,. � J <: r - o r `'�• / 5.74 x ses. w ,. 3 ;,• d L �1• t :+ $ do v` �i _ f ' 97q ..,. /,f. r- 987.6 X 1014.6 l l0.3:v 83 V sp7Q186s / I -973 3 �r 8 r x',,, f # F 2 ✓j j` 95.89 ��NV- (NOT �OOAT( p) • 1009.9 x 1008.6 .,- l , !I) V 1 1 F, > x 1006.9 - ✓ _ I j 1 x 1008.7 e . d i g sr ,r ti' .,. V'i 1 : ,.. _,_-•--,... .. Y i` _ r sf�'T� r.1' ,!14 `i a `� 984.5 1 " r 101 e 9 r . -40- 1009.5 F F .i. Ivl. - v t \ � 1009.3 € zt�R 10137 08 a f "'- w Yx tio19; s !009.2 > \GOB a ;< x �K-'CiCK 1010.3 y` _ x 1 3 . 40 _., I oB.s _ EC \ 3t o FES !�1 } V- ii � jy a� rs' 9 .8J,.3 .d t F ,G� x 00 .5 n�wa i. _ c r �... f dk Y s 1015 ONU NT SIG1., r ar o f � 002 - - .:-.�,...„-n' •a - _ vl e. i 107.6 - ii 0 �. 1 m E CHMARK- of d i s X-7- B t . Y �. , , � roos.5 - : ... .�. :,,4 _ .. � 982 •k o Nut Of H dran t �(� �� � ,- �- '� .r � .;� ,. 97.6 e i _ ,.A ,, ,::, 1000.40 r ...... ..a ev /0/l.4 F ,. .24 , Feet l 9.1 .,� .� � _ F SIL° ,:F i�iCE � � r 96. . i. s 980.9 / - ,. •� "" ' ".` � 0.Aro ,:...., , ING WALL TO *X� x 1007 1008.1 , ,y 0 RETAIN C 1008. ,-. - '` t i '. ,j.«. n r • :,,"..:. .M ,, it+' •a.... Y X15 ENGINEERED AND BUILT 4iI r J , 2 s8. BE _ p , � 6'�'.,: r` r ,. Wil. .•. .X 007 -✓. °. 1 r'- .: !r� �Nj .r '�' '1 �� ' � �� Ox 980. I / �- 9 \o X '" � 8 THERS. w s,, 97.47,, r Yy o p v0 ��1'(1,,s 1 - o r°' p 10079 01.7 ,� , _ A ,.� O 977xs794 `\ p O x /006.8 s. >° 1007.5 x 1015./ y. cC ,� ,.....-aa. r 10077 loos! .._...,. LI% ` 6.50 .9 6 r \� 97.76. A-0 L0 ,. o� 97. s 00 M ON lam' N 96 `\ ..,. ...,_,. 05.8._..- :: ; ' �• .''.'� i .w._ .., CDMH 10 1012 �. " - o ' .' r -x 978.3 ,...• -:: -^-,.... ',..:,;:<,.-a:un•<.,.. 9 -. x /0028 - .. _ ...... ,. 7.28 1010 I 004. I- R , s I I B . 1003.6 �-„ _.,,-- '- ,:, .. ..,.�.u.....:-_ .:'` ,� ,r ,,� ,,1` ? t INV -9 ..9 t{ _.... F -...�" FM EL X,,. �,,.,,..>~...,.-.'' L----rxrFM- FM _+ TEL -_" L :... : :.. J � �. ` �.A^ . ..76.8 rnra�,A,,,.w TM EL OH 6. OH- OtN / »' .. SAN MFj :. _ TEL TEL•.,, TEL G // ` Ham_ I V=971 6' .:`x 97 976.6 �.,, . Alfof='998.5": AS // \\ 4 a. SAN MH H ,, .:..., ,. § » INV= / 971 984, _ ' �� :,.,..:tn•:: L-�� AS ,...,..w,_,,._.. ..-.�\ TE Trig L� 'G' -\� TOP=1002.9 RIM=1001.3 STORM MH �_ y� 06.3 INV=995.3-...7 INV=992.9 TOP=998,4 r ,Fn 88.6 // T L` G- :.. < 0 ca 95.92 �.,,,.... -,,X9710 I 10 Op j INV=994.4 °,W 93.38 e, 98a. a // 1TGAS \ 06 7 - 1005.8 2' 00 '^• fi' - \, OP=975.4 T o, 99 1-0 SILT FENCE T 1005.8 8 9 Q O 9 9 �p TOP=981.5 r9 ? 1 "• S x 1004,7 �", �'. �;. O 1003 2 ,. / 4 61 N TOP=975,4 1003.4 ,q , 1000.7 ^... 94.0 1 .990.6 IL, 988 2 a �1006.1,985.6 `- /00/.0 996.2 - 990. 983.1 , a 998.7c. t 994.0 2 985.7 98.979.4 998.3 ! i t'. 983.2 j 98L 3-i 9.5 j Wayzata t`a ti � � 976.9 lu V. H 976.5 1004.3 1004.5 Y Blvd. wy, No. y2� 1 !0030 f 1_ 1000.3 99Z9 , -_ 993.8 989.6 984.7 PROPOSED LEGEND ®■ CATCH BASIN » STORM SEWER ® CULVERT NORTH ® STORM MANHOLE > SANITARY SEWER 9- POST INDICATOR VALVE \ 1 SANITARY MANHOLE I WATER MAIN - CONIFEROUS TREE Q 4O 8O 1 . HYDRANT CONCRETE CURBING LIGHT POLE CONCRETE ° DECIDUOUS TREE POWER POLE WATER VALVE HANDICAP PARKING SCALE IN FEET RADES JSET SIGN B_ SOIL BORING 924X .6 SPOT ELEVATION TREE LINE In CITY OF o R o N o M I N N E S O T A ARCHITECTS MILLER H AN SON WESTERBECK BERGERi INC ARCHITECTS & PLANNERS 1201 HAWTHORNE AVENUE MINNEAPOLIS, MINNESOTA 55403 612 332-5420 FAX 612 332-5425 GENERAL CONTRACTOR KEY PLAN z cc m w PREMIER DR � z 11yy Ir CADD FILE QUALIFICATION: CADD files prepared by the Engineer/Surveyor for this project are instruments of the Engineer s/Surveyor s professional services for use solely with respect to this project. These CADD files shall not be used on other projects, p olects, for additions to this project or forcml o p etion of this project by others without written approval by this Engineer/Surveyor. With the Engineer's/Surveyors approval others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Engineer/Surveyor from any & all responsibilities, claims and liabilities. SHEET INDEX SHEET TITLE CO -1 TITLE SHEET Ci -1 EXISTING CONDITIONS PLAN C2-1 SITE PLAN C3-1 GRADING, DRAINAGE & EROSION CONTROL PLAN C4-1 UTILITY PLAN C9-1 GRADING & STREET DETAIL SHEET C9-2 UTILITY DETAIL SHEET I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I an a duly registered Professional Engineer under the laws of the Stote of Minnesota, l s --�Reg. No. 71 '•'�` Date S 2 0 DATE REVISION QUALITY MANAGEMENT REVIEW: BY: DATE: • SSOCIATES Planning • Civil Engineering • Land Surveying Environmental • Archaeology 7200 Hemlock Lane, Suite 300, Minneapolis, Minnesota 55369-5592 Telephone: (612)424-5505 Fax: (612)424-5822 © 2000 Web Page loucksmclagan.com GRADING, DRAINAGE & ERSION CONTROL PLAN PROJECT N0. 00-216 C3-1 C3010. DWG CONNECT TO EXISTING WATERMAIN SANITARY SEWER I STORM MANHOLE I FOR TC & SANITARY MANHOLE j-CORE INTO HYDRANT - STORM MH LIGHT POLE SOIL BORING POWER POLE SPOT ELEVATION WATER VALVE LOCATION AND ELEVATION. SIGN TREE LINE COORDINATED AND BUILT AT THE SAME TIME. i � /♦ /♦ �< I II I K / I I / .T � I � r I r ,• r� l r I J t t l! l J�— I CONNECT TO EXISTING WATERMAIN Wayzata �Qnonc�n 1 �Ir_�r\In > — SANITARY SEWER I STORM MANHOLE I FOR TC & SANITARY MANHOLE j-CORE INTO HYDRANT - STORM MH LIGHT POLE SOIL BORING POWER POLE SPOT ELEVATION WATER VALVE LOCATION AND ELEVATION. SIGN Wayzata �Qnonc�n 1 �Ir_�r\In > — SANITARY SEWER I WATERMAIN I FOR TC & CONCRETE CURBING j-CORE INTO CONCRETE - STORM MH +B — SOIL BORING 924X.6 SPOT ELEVATION LOCATION AND ELEVATION. TREE LINE 1V POST INDICATOR VALVE CONIFEROUS TREE DECIDUOUS TREE HANDICAP PARKING I /0032 1 I I I I I IL- lJ \ ♦/ I • I I o IV=9q •. JV=971.6I �N9 OOH I TF- GAS TOP=975.4 TOP=981.5 TOP=975.4 NORTH 0 40 80 %7%== SCALE IN FEET PE 0 19.9% TRANCE CBMH 22 TC=990.00 INV=985.04 19' 12" RCP 03.00% L RELOCATE EX. MH REFER TO CITY PLANS I FOR TC & INV j-CORE INTO EXISTING - STORM MH AT 984.97 ORONO WOODS APARTMENTS CITY OF 0 R 0 N 0 M I N N E S O T A ARCHITECTS MILLER H AN SON WESTERBECK BERGER, INC ARCHITECTS & PLANNERS 1201 HAWTH❑RNE AVENUE MINNEAPOLIS, MINNESOTA 55403 612 332-5420 FAX 612 332-5425 GENERAL CONTRACTOR — • 1 l . D "� • 'z KEY PLAN z 0 PREMIER Z 0R S � z t CADD FILE QUALIFICATION: CADD files prepared by the Engineer/Survo,or for this project are instruments of the Engineer's/Surveyors professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project or for completion of this project by others without written approval by this Engineer/Surveyor. With the Engineer s/Surveyor's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions or deletions to these CADD files shall be mode at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Engineer/Surveyor from any & all responsibilities, claims and liabilities. SHEET INDEX SHEET TITLE CO -1 TITLE SHEET Cl -1 EXISTING CONDITIONS PLAN C2-1 SITE PLAN C3-1 GRADING, DRAINAGE & EROSION CONTROL PLAN C4-1 UTILITY PLAN C9-1 GRADING & STREET DETAIL SHEET C9-2 UTILITY DETAIL SHEET I hereby certify that this plan, specification or report was prepared by me or under my direct supervislon and that I am a duly registered Professlonal the tars of the State of Nlnne a. Reg. No. Date FREVIDATE SION QUALITY MANAGEMENT REVIEW: BY: DATE: ASSOCIATES Planning • Civil Engineering • Land Surveying Environmental • Archaeology 7200 Hemlock Lane, Suite 300, Minneapolis, Minnesota 55369-5592 Telephone: (612)'124-5505 Fax: (612)424-5622 © 2000 Web Page loucksmelagan.com UTILITY PLAN PROJECT N0. 00-216 C4-1 04010. DWG of mi NOTE: REFER TO CITY Of ORONO SANITARY SEWER RELOCATION CONSTRUCTION PLANS FOR EXACT LOCATION AND ELEVATION. PROJECTS TO BE COORDINATED AND BUILT AT THE SAME TIME. ORONO WOODS APARTMENTS CITY OF 0 R 0 N 0 M I N N E S O T A ARCHITECTS MILLER H AN SON WESTERBECK BERGER, INC ARCHITECTS & PLANNERS 1201 HAWTH❑RNE AVENUE MINNEAPOLIS, MINNESOTA 55403 612 332-5420 FAX 612 332-5425 GENERAL CONTRACTOR — • 1 l . D "� • 'z KEY PLAN z 0 PREMIER Z 0R S � z t CADD FILE QUALIFICATION: CADD files prepared by the Engineer/Survo,or for this project are instruments of the Engineer's/Surveyors professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project or for completion of this project by others without written approval by this Engineer/Surveyor. With the Engineer s/Surveyor's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions or deletions to these CADD files shall be mode at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Engineer/Surveyor from any & all responsibilities, claims and liabilities. SHEET INDEX SHEET TITLE CO -1 TITLE SHEET Cl -1 EXISTING CONDITIONS PLAN C2-1 SITE PLAN C3-1 GRADING, DRAINAGE & EROSION CONTROL PLAN C4-1 UTILITY PLAN C9-1 GRADING & STREET DETAIL SHEET C9-2 UTILITY DETAIL SHEET I hereby certify that this plan, specification or report was prepared by me or under my direct supervislon and that I am a duly registered Professlonal the tars of the State of Nlnne a. Reg. No. Date FREVIDATE SION QUALITY MANAGEMENT REVIEW: BY: DATE: ASSOCIATES Planning • Civil Engineering • Land Surveying Environmental • Archaeology 7200 Hemlock Lane, Suite 300, Minneapolis, Minnesota 55369-5592 Telephone: (612)'124-5505 Fax: (612)424-5622 © 2000 Web Page loucksmelagan.com UTILITY PLAN PROJECT N0. 00-216 C4-1 04010. DWG Catchbasin Frame & Cover Neenah R-3067 or equal with type DL Grate r A Flow o o� A 0 B618 Conc. Curb & Gutter 2 - #4 Rebars 4-1 C 'o 0 10' Min. Transition N o Top of w Curb 2 Design gutter line grade SECTION A—A No Scale r©� soneStr'o0 ® Roslene AndeTiik Z% Associates Engineers & Architects St. Paul, Minnesota NOTE Catchbasin to be depressed 2" below design gutter line grade ISOMETRIC No Scale 'o 10' Min. Transition I 0 .�i C 0 0- X Li `- 2 - #4 Rebars Frame & Casting STANDARD DETAILS B618 CURB & GUTTER CONSTRUCTION AT CATCH BASIN ORONO, MINNESOTA Last Revision: DEC. 1999 11 BRA Plate No. 4-9 City Plate No. STR-2 c Concrete slab 5" minimum thickness for c o •o residential and 6" minimum thickness for Concrete Curb commercial driveways. Both residential > and Gutter gand commercial driveways to be reinforced 0 0 (See Plate STR-1) c with 6x6-10/10 wire mesh and have c I a' 0-1 6" of Class 5 Aggregate Base. °n.1 U.1 (See specifications) w I 'X --� Ld a Q) v p ° C a 0 I L I O_ SECTION No Scale real Gad' s dentia 5' � Re I 3' Com Resldehr�erc'QI pro , t1gl pe�Y f `the �� Fkp or t a F of Coln h oh klstlh D contr t lolht 9 rwe I Coln way ISOMETRIC No Scale o�sonesti-oo Hose�,� ® Arlderiik Associates Engineers & Architects St. Paul, Minnesota 139_4-04.DWG r ol �oInt cant Concrete pavement to match back of concrete curb at this point NOTE: Control joints in concrete curb not to exceed 10' spacing through driveway section. STANDARD DETAILS DRIVEWAY SECTION ORONO, MINNESOTA Last Revision: DEC. 1999 BRA Plate No. 4-4 City Plate No. STR-4 CLASS 2 1 12" TO 24" 4 cubic yards i- `'v 27" TO 33" 8 cubic yards 36" TO 48" 12 cubic yards PLAN 54" AND UP 16 cubic yards (One cubic yard is approximately 2,800 lbs.) 1110112101M __)LWIUlN /A—/A L_1"L_1\ �NKET NOTE FILTER BLANKET REQUIRED UNDER RIPRAP OR 2 LAYERS OF 50OX MIRAFI FABRIC OR EQUAL ^� RIPRAP N FILTER BLANKET SECTION B-13LINER nil 80 nezlroo 0 Posa-na AncJariik Z Associates Engineers & Architects St. Paul, Minnesota Direction Of runoff STANDARD DETAILS RIPRAP AT OUTLETS ORONO, MINNESOTA Support post anchorage in-situ soil ©'" sonest,roo ® R'osens "Arlde rlik d Associates Engineers d Architects St. Paul, Minnesota .10 139—SP89.DWG 2" x 2" wood stake Engineering fabric as specified Last Revision: DEC. 1999 BRA Plots No. 1 —28B City Plate No. STO-7 i Fabric anchorage trench Backfill trench with tamped natural soil .' N Note: Attach fabric to support posts with lath and staples SILT FENCE SHALL BE USED FOR INLET INLET PROTECTION DURING CONSTRUCTION. STANDARD DETAILS EROSION CONTROL ORONO, MINNESOTA Last Revision: DEC. 1999 BRA Plate N SP -89o. City Plate No. GEN -3 GRADING/EROSION CONTROL NOTES:- 1. OTES: I. WHERE SOIL CORRECTIONS AND/OR FILLING OCCUR WITHIN THE STREET RIGHT—OF—WAY, THE BACKFILL MATERIAL SHALL BE COMPACTED TO 95X OF THE STANDARD MOISTURE DENSITY RELATIONSHIP OF SOILS (ASTM D-698-70) EXCEPT THE TOP THREE FEET (3') OF THE BACK— FILL WHICH SHALL BE COMPACTED TO IOOX DENSITY. AN INDEPENDENT TESTING FIRM SHALL TEST THE STREET SECTION IN FILL AREAS AND PROVIDE THE RESULTS OF THESE TESTS TO THE CITY, ENGINEER AND THE CLIENT. 2. THE CONTRACTOR SHALL INSTALL SILT FENCE PRIOR TO COMMENCING GRADING ACTIVITIES AND SHALL MAINTAIN SAID FENCE FOR THE DURATION OF CONSTRUCTION ACTIVITIES. 3. THE CONTRACTOR SHALL LIMIT HIS ACTIVITIES TO THE GRADING LIMITS SHOWN ON THE GRADING PLAN. ALL CONSTRUCTION ACTIVITIES SHALL COMPLY WITH THE LOCAL ORDINANCE. 4. THE CONTRACTOR SHALL INSTALL SNOW FENCE, AS DIRECTED BY THE ENGINEER, TO PROTECT TREE ROOTS. 5. THE CONTRACTOR SHALL SCHEDULE HIS OPERATIONS TO MINIMIZE THE DISTURBED AREA AT ANY GIVEN TIME 6. ALL DISTURBED NON—STREET AREAS SHALL BE RESTORED WITH A MINIMUM OF 4" TOP SOIL AND SEED OR SOD AS DIRECTED BY THE ENGINEER, WITHIN 72 HOURS OF COMPLETION OF THE GRADING ACTIVITY IN THAT PERTICULAR AREA. A. ALL SEED, SOD, MULCH AND FERTILIZER SHALL CONFORM WITH THE FOLLOWING MN/DOT SPECIFICATIONS, AS MODIFIED BELOW: ITEM SPECIFICATION NUMBER SOD 3878 SEED 3876 MULCH(TYPE I,DISC ANCHORED) 3882 FERTILIZER 3881 GENERAL PLACEMENT 2575 B. SOD SHALL BE PLACED BEHIND CURB IMMEADIATELY FOLLOWING THE BACKFILLING UNDER CITY STREET AND UTILITY PROJECT. C. THE SEED MIXTURE SHALL CONSIST OF A MN/DOT TYPE 500 UNLESS NOTED ELSE— WHERE ON THE PLAN. 7. FOLLOWING STREET CONSTRUCTION, THE DEVELOPER SHALL CLEAN THE STREETS ON AN ON— GOING BASIS AS REQUIRED BY THE CITY. 8. UNLESS OTHERWISE NOTED, THE SILTATION PONDS ARE TEMPORARY, AND SHALL BE REMOVED AND RESTORED TO THE ORIGINAL CONTOUR BY THE DEVELOPER FOLLOWING THE PERMANENT ESTABLISHMENT OF TURF ON 75% OF THE DRAINAGE AREA. THE PONDS AND POND OUTLETS SHALL BE CONSTRUCTED UNDER THE GRADING CONTRACT. 9. RIP—RAP SHALL BE PLACED AT ALL STORM SEWER OUTLETS UNDER THE UTILITY CONTRACT AND SHALL CONFORM WITH APPLICABLE CITY AND WATERSHED DISTRICT STANDARDS AND SPECIFICATIONS. 10. VERTICAL GRADING TOLERANCE SHALL BE WITHIN 0.2 FEET OF THE CITY APPROVED GRADING PLAN. ALL STOCKPLES OF SOIL MUST BE SURROUNDED BY SILT FENCE AND MONITORED. 1-1/2" MnDOT 2331 41 WEAR COURSE TYPE A 2• MnDOT 2331 31 BASE COURSE TYPE B ' 6" MnDOT 3138 CLASS 5-100% CRUSHED 12" SUBGRADE PREPARATION AUTOMOBILE AREAS B I TUM INCUS PAVING SECTION 1/2 r 3"r 1/2"r s ♦ _ Stgpe `O3 4" er ft N ' a 8• 12• MnDOT B612 NOTE: 10 PLACE # 4 BAR AS SHOWN WHERE CURB CROSSES UTILITY TRENCHES, WITH 1-1/2" COVER CONCRETE CURB AND GUTTER ORONO WOODS APARTMENTS CITY OF O R O N O M I N N E S O T A ARCHITECTS MILLER H AN SON WESTERBECK BERGER, INC ARCHITECTS & PLANNERS 1201 HAWTHORNE AVENUE MINNEAPOLIS, MINNESOTA 55403, 612 332-5420 FAX 612 332-5425 IGENERAL CONTRACTOR A I KEY PLAN Z SO m � IR PREMIER = DR S z CADD FILE OUAIJFICATION: CADD files prepared by the Engineer/Surveyor for this project are instruments of the Engineer's/Surveyors professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project or for completion of this project by others without written approval by this Engineer/Surveyor. With the Engineer's/Surveyor's approval others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Engineer/Surveyor from any & all responsibilities, claims and liabilities. 1111 SHEET INDEX SHEET TITLE CO -1 TITLE SHEET Cl -1 EXISTING CONDITIONS PLAN C2-1 SITE PLAN C3-1 GRADING, DRAINAGE & EROSION CONTROL PLAN C4-1 UTILITY PLAN C9-1 GRADING & STREET DETAIL SHEET C9-2 UTILITY DETAIL SHEET I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I an a duly registered Professional Engineer un - the laws of the State of Minnesota. Reg. Nov �L f Date /0 Z6 b I DATE REVISION 108/16/01 I CITY SUBMITTAL I 10/26/01 1 CONSTRUCTION PLANS 'QUALITY MANAGEMENT REVIEW: BY: DATE: AssocIATES Planning • Civil Engineering " Land Surveying Environmental " Archaeology 7200 Hemlock Lane, Suite 300, Minneapolis, Minnesota 55369-5592 Telephone: (612)424-5505 Fax: (812)424-5822 02000 Web Page louckamclagan.com GRADING & STREET DETAIL SHEET PROJECT N0, 00216 C9-1 II I, 09010. TJ�t_- TAPER CURD TO I t" HIGH & 7" WIDE AT BASIN ®a�8onestroo Rosene Anderlik & Associates Engineers d Archllecl. 61. Pwt Minnuota CASTING MO ADJUSTLIEK7 RINGS AS SFECIFIEO 8618 CURB & GUTTER 'CONCRETE CURB & GUTTER & CONCRETE APRON THIS POINT 6" BELOW NORMAL CUTTER GRr.OE 4.r �Q TAPER CURB as AS ABOVE PLAN 6" 116" STANDARD DETAILS 4' DIA. HIGH CAPACITY CATCH BASIN 8618 CURB ORONO, MINNESOTA 3'-0" Vane Crate Shown �I *n i I L --�-- I o I Face of Curb --'/N, Direction of Flow — --L ---------------- PLAN Catchbosin casting Neenah or equa� with Vanea gra quote 2" radius curb box. Min. of 2 max. of 6 concrete adjustment rings with full bed of grout between each and a 4" collar on the outside. Infi-Shield External Sealing Sleeve — 4"� Doghouses shall be grouted May 2000 —3A Grate to be 2" below gutter grode. 10' transition each side of catch bosin. I Variable Top of Curb 24" x 36" Precast5„ 6 1/2" N -3" Grout on both the outside and �} the inside. -- SECTION f ® J�8onestroo STANDARD DETAILS Rosene IICy & Andarljk TYPE II Associates CATCHBASIN EngineersdArchitecls ORONO, MINNESOTA SI, Paul. Minnesola I F-= SECTION ®� Sonestroo Rosene &A Anderli Associates & Associates Engineers d Architects St PA.L Minnesota wt bottom of mon,-,3:e tc 1/2 meter at pipe and slope grout toward invert. nhole steps shall be picced that offset vertical porton cone is facing oownstreom. Neenah R16426 frame and cover or equal with 2 concealed pick holes. Infi-Shield Externcl Sealing Sleeve Minimum of 2 maximum of 6 concrete adjustment rings with full bed of mortar between each. Manhole steps, Neer,ar. R1981J or equal, 16" on center. Aluminum steps approved. Alljoints in manhole to have '0' ring rubber gaskets. Pipe shall be cut out flush with inside face of wail. NOTE Kor-n-seal manhole or equal considered acceptable alternate. Minimum slab thickness, 6" for 14' depth. Increase thickness i" for each 4' of depth greater than 14', and reinforce with 6"x6" 10/10 mesh. Last Revision FEB. 2000 STANDARD DETAILS STORM SEWER JUNCTION MANHOLE 9RA Plate Ni: 1-9 ORONO, MINNESOTA a'STO io 24"06" slab opening for Neenah R3067 costing or equal. (Vane grate shown) Dimension from back of curb to center of pipe. 1 4' Did. MH - 9" in from back of curb 5" Dia . MH - 3" in from back of curb 6 Did. MH - 3" behind back of curb 7" Did. MH - 9" behind back of curb 8" Did, MH - 15" behind back of curb Neenah R3067 costing or equal with type 0 or Vane Grote. Infi-Shield External Sealing Sleeve Min. 0.2' - max. 1.2' of rings (use maximum ring thickness to minimize / the number of rings and joints.) Mud required between each ring. 2" of mud covering the outside of rings. (not required when -�, external neoprene seal is required.) \� 6" precast reinforced concrete slab. All joints in manhole to have "0" ring rubber gaskets. Precast concrete section Doghouses shall be grouted on both the outside and inside. Manhole steps, Neenah R1981J or equal, 16" o.c., Aluminum steps approved. 8" Precast men se I 9 to concrete block to top of the pipe, for manholes with pipe of a. over 24". Plaster exterior of concrete block. Grout bottom M' ' I b h' See City Plate No. STO-7 for riprop placement. Anchor Clip tie Tie lost 3 pipe joints. Use 2 tie bolt fasteners per joint. Install at 60' from top or bottom 6" of pipe. Provide 3 anchor clips to fasten Trosh Guard to Flared End Section. H Hot dip galvanize after fabrication. TRASH GUARD SIZING Pipe Size Bars HBolts ISOMETRIC 12" 3/4"0 2 1/2" 5/8" 15" 3/4"0 3" 5/8" 18" 3�4"0 4" 5/8" 21-24" 1 0 4" 3/4" 27"-36" 1 "0 5„ 3/4„ 42" 1.10 6" 3�4" 48"-54" 1 1/4"0 6" 1 60"-72" 1 1/4"0 7" 1" 78"-90" 1 1/4"0 8" 1" Bonestroo STANDARD DETAILS Lost Revision: ' DEC. 1999 ICAN Rosene FLARED END SECTION TAnderlik & BRA Plate No 1Associates AND TRASH GUARD 1-28 Engineers d Archilecls Cit Plate No SI. Paul. Minnesota ORONO, MINNESOTA STO-6 j� / "cpping sleeve v �' �Me;: _x �4 A / r1 - 0 1 t—, A PLAN Conductivity Strap NOTE: All DIP Watermain sha8 be wrapped with 8 mil poly. Including oil mechanical joints 7.5' Minimum cover required over top of water main. Resiliont Wedge Valve Conforming to AWWA C-509-80 standards SECTION A—A 9�Bonestroo Rosene Anderlik c 1V1 Associates Engineers d Architects SI. Paul. Minnesol. Compacted Granular Backfill �- Undisturbed Earth Conc. Thrust Block 8" Conc. block STANDARD DETAILS Last Rev slam DEC. 7999 WATER MAIN WET TAP BRA Plate Nc 2-10 ORONO, MINNESOTA GWATte4 DROP LID NOTES: All DIP Watermain shall be WATER Tyler No. 6850 or 6860 wrapped with 8 mil poly Mueller No. H-10361 Including all mechanical joints Bippy-Ste-Croix No. B-5160 7,5' Minimum cover required over top of water main. 2 - 3/4" Tie rods required from valve to tee. Grade --- ? TOP Adjust top to 1/2" below Tyler No. 6850 26" grade. Box to be set to Mueller No. H-10361 26" provide 12" of adjustment. Bippy-Ste-Croix No. V0502 27" Tyler No. 6850 Mueller No. H-10357 EXTENSION Bippy-Ste-Croix B-5001 Tyler No. 58 14" Gate valve box, screw type, No. 59 18" 3 piece, 5 1/4" shaft, size No. 60 24" G box, 7'-6' extended. Mueller No. 58 14" No. 59 20" Bippy-Ste-Croix VB520 No. 57 9" VS521 No. 58 14" VB522 No. 59 20" VB523 No. 60 26" BOTTOM Butterfly Valve (12" or larger) Tyler No. 6850 65" Dresser 450, Pratt Groundhog, Mueller No. H-10361 65" Kennedy, or equal. Bippy-Ste-Croix No. V8516 60" 3' r Me alu s 9 9 -\ End View r ,i a� 8" Conc. block Lost eonestroo STANDARD DETAILS DECRevision 1999 Rosene c>■ BUTTE Anderlik & RFLY VALVE AND BOX BRA plot. Nc �ul1I Associates INSTALLATION 2-3 Engineers d Architects ORONO, MINNES OTA FCily Plate SI. P. MinnesotaWAT-3 CATCH BASIN FRAME ADJUSTING RINGS AS PER SPECIFICATIONS NEOPRENE RUBBER TOP SECTIO EPDM RUBBER BOTTOM SECTION (MIN. 60 MIL THICKNESS) EXTERNAL SEAL SLEEVE TO BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS CATCH BASIN STRUCTURE SANITARY OR STORM SEWER MANHOLE FRAME 0 00000 0 ' 0 0 0 0 0 0 000000000000000 000000000000000 ADJUSTING RINGS AS PER 00000000000000000 SPECIFICATIONS 0 0 0 0 0 0 o c 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000000'0`000` NEOPRENE RUBBER TOP SECTI01 0000000 � EPDM RUBBER BOTTOM SECTION (MIN. 60 MIL THICKNESS) EXTERNAL SEAL SLEEVE TO BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS TOP SLAB OR CONE SECTION MANHOLE SECTION t Los 0V Bonestroo STANDARD DETAILS DECRe1999 uAosena u� Anderlik & CATCHBASIN AND MANHOLE EXTERNAL SEAL BRA plot. No Associates 1-6S Engin era d Archllecls Cit Plate Na sl. FavL M^nnasola ORONO, MINNESOTA sTO-11 MOTES: All dip watermcin shall be DROP L!p wrapped with 8 mil poly WATER Ty+er A+a. 6860 Inc -- ng ail mechanical Mueller c. H-10361 la•'== Bippy-Ste-Cra'z No. B-5160 7.5' Minimum cover required over top of water main. Megolugs or 2 - 3/4' tie rods require, 'rovane to tee. Grcae m TOP to 1/2" below Tyler No. 6860 26" g cos ;--z;. to be set to Mueller No. H-10361 26" pro,iae 12" of adjustment. Bippy-Ste-Croix No. V8502 27" Tper '.a. 6860 Mueller No. H-10357 FXTEh^ C • Bippy-Ste-Croix B-5001 Tyler iC. 58 14" Gate valve box, screw type, No. 59 18" 3 piece, 5 1f4" shaft, size No. 60 24" G box, 7'-6 extended, Mueller Na. 58 14" #6 round boss No. 59 20" Bippy-Ste-Croix VB520 No. 57 9" VB521 No. 58 14" V6522 No. 59 20" V6523 No. EO 26" BOTTOM Stainless Steel Bolts Tyler No. 6860 65" Resiliont Wedge Valve Mueller No. H-10361 65" Conforming to AWWA Sippy -Ste -Croix No. V6516 60" C-509-80 standards 3' Megolugj f Megolug BASE / ! f 8" Conc. block -- Lost Re vision. © eonestroo STANDARD DETAILS DEC. 1999 Rosene GATE VALVE AND BOX IreRA plate Ni:Anderlik & INSTALLATION 2-1 Associates Engineers 6 Architects ORONO , MINNESOTA Gly Plate Nc St. Pout. Minn ewla WAT—.1 Grout bottom of manhole to 1/2 diameter at pipe and slope grout 2" toward invert. Manhole steps shall be placed so that offset vertical portion of cone is facing downstream. PLAN Neenah R16426 frorne and cover cr equal with 2 concealed pick holes. Infi-Shield External Sealing Sleeve Minimum of 2 maximum of 6 concrete adjustment rings with full bed of mortar between each. o Manhole steps, Neenah R1981J I = or equal, 16" on center. Aluminum steps approved. i All joints in manhole to have "0" ring rubber gaskets. p5 — 4'-0„ Pipe shall be cut out flush m with inside face of wall. > NOTE: Kor-n-seal manhole or equal considered acceptable alternate. L Minimum slab thickness of pre cast base is 6" for 14' deep or less, and increase SECTION 1" in thickness for every 4' of depth greater than 14' DETAILS TAILS Last :,sign: ©��� 8onestroo FEB. 2000 Rosene - U0 SANITARY SEWER JUNCTION MANHOLE ORA No. \ Arl ijk & lu� Associates 1 -2 Engineers n nesolArchilecls ORONO, MINNESOTA `y —2 Na. SI. Paul. Mia `SAN "Hydrofinder" Hydrant locator Hydrant sholl be Waterous mum s o t ickness, 6 for 14 depth. Increase thickness 1" for SECTION each 4' of depth greater than 14', and reinforce with 6"x6" 10/10 mesh. ast DEC. 1999 Revision: DE 8onestroo J STANDARD DETAILS Last Revision: FEB. 2000 traffic break off section 1-258 Rosene ORONO MINSOTA City Plate No. NEN GE -7 bury. Watermain sholl 3RA Plate No. 1-19 have 7'-6" of cover. ��� Anderlik d, Associates Engineers d Architects TYPE II CATCHBASIN MANHOLE BRA Piote No. Lj -1 6 ty Pale Na. Cily Plate No. ORONO, MINNESOTA STO-5 SI. Paul, Minnesota sT� O -3I See City Plate No. STO-7 for riprop placement. Anchor Clip tie Tie lost 3 pipe joints. Use 2 tie bolt fasteners per joint. Install at 60' from top or bottom 6" of pipe. Provide 3 anchor clips to fasten Trosh Guard to Flared End Section. H Hot dip galvanize after fabrication. TRASH GUARD SIZING Pipe Size Bars HBolts ISOMETRIC 12" 3/4"0 2 1/2" 5/8" 15" 3/4"0 3" 5/8" 18" 3�4"0 4" 5/8" 21-24" 1 0 4" 3/4" 27"-36" 1 "0 5„ 3/4„ 42" 1.10 6" 3�4" 48"-54" 1 1/4"0 6" 1 60"-72" 1 1/4"0 7" 1" 78"-90" 1 1/4"0 8" 1" Bonestroo STANDARD DETAILS Lost Revision: ' DEC. 1999 ICAN Rosene FLARED END SECTION TAnderlik & BRA Plate No 1Associates AND TRASH GUARD 1-28 Engineers d Archilecls Cit Plate No SI. Paul. Minnesota ORONO, MINNESOTA STO-6 j� / "cpping sleeve v �' �Me;: _x �4 A / r1 - 0 1 t—, A PLAN Conductivity Strap NOTE: All DIP Watermain sha8 be wrapped with 8 mil poly. Including oil mechanical joints 7.5' Minimum cover required over top of water main. Resiliont Wedge Valve Conforming to AWWA C-509-80 standards SECTION A—A 9�Bonestroo Rosene Anderlik c 1V1 Associates Engineers d Architects SI. Paul. Minnesol. Compacted Granular Backfill �- Undisturbed Earth Conc. Thrust Block 8" Conc. block STANDARD DETAILS Last Rev slam DEC. 7999 WATER MAIN WET TAP BRA Plate Nc 2-10 ORONO, MINNESOTA GWATte4 DROP LID NOTES: All DIP Watermain shall be WATER Tyler No. 6850 or 6860 wrapped with 8 mil poly Mueller No. H-10361 Including all mechanical joints Bippy-Ste-Croix No. B-5160 7,5' Minimum cover required over top of water main. 2 - 3/4" Tie rods required from valve to tee. Grade --- ? TOP Adjust top to 1/2" below Tyler No. 6850 26" grade. Box to be set to Mueller No. H-10361 26" provide 12" of adjustment. Bippy-Ste-Croix No. V0502 27" Tyler No. 6850 Mueller No. H-10357 EXTENSION Bippy-Ste-Croix B-5001 Tyler No. 58 14" Gate valve box, screw type, No. 59 18" 3 piece, 5 1/4" shaft, size No. 60 24" G box, 7'-6' extended. Mueller No. 58 14" No. 59 20" Bippy-Ste-Croix VB520 No. 57 9" VS521 No. 58 14" VB522 No. 59 20" VB523 No. 60 26" BOTTOM Butterfly Valve (12" or larger) Tyler No. 6850 65" Dresser 450, Pratt Groundhog, Mueller No. H-10361 65" Kennedy, or equal. Bippy-Ste-Croix No. V8516 60" 3' r Me alu s 9 9 -\ End View r ,i a� 8" Conc. block Lost eonestroo STANDARD DETAILS DECRevision 1999 Rosene c>■ BUTTE Anderlik & RFLY VALVE AND BOX BRA plot. Nc �ul1I Associates INSTALLATION 2-3 Engineers d Architects ORONO, MINNES OTA FCily Plate SI. P. MinnesotaWAT-3 CATCH BASIN FRAME ADJUSTING RINGS AS PER SPECIFICATIONS NEOPRENE RUBBER TOP SECTIO EPDM RUBBER BOTTOM SECTION (MIN. 60 MIL THICKNESS) EXTERNAL SEAL SLEEVE TO BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS CATCH BASIN STRUCTURE SANITARY OR STORM SEWER MANHOLE FRAME 0 00000 0 ' 0 0 0 0 0 0 000000000000000 000000000000000 ADJUSTING RINGS AS PER 00000000000000000 SPECIFICATIONS 0 0 0 0 0 0 o c 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000000'0`000` NEOPRENE RUBBER TOP SECTI01 0000000 � EPDM RUBBER BOTTOM SECTION (MIN. 60 MIL THICKNESS) EXTERNAL SEAL SLEEVE TO BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS TOP SLAB OR CONE SECTION MANHOLE SECTION t Los 0V Bonestroo STANDARD DETAILS DECRe1999 uAosena u� Anderlik & CATCHBASIN AND MANHOLE EXTERNAL SEAL BRA plot. No Associates 1-6S Engin era d Archllecls Cit Plate Na sl. FavL M^nnasola ORONO, MINNESOTA sTO-11 MOTES: All dip watermcin shall be DROP L!p wrapped with 8 mil poly WATER Ty+er A+a. 6860 Inc -- ng ail mechanical Mueller c. H-10361 la•'== Bippy-Ste-Cra'z No. B-5160 7.5' Minimum cover required over top of water main. Megolugs or 2 - 3/4' tie rods require, 'rovane to tee. Grcae m TOP to 1/2" below Tyler No. 6860 26" g cos ;--z;. to be set to Mueller No. H-10361 26" pro,iae 12" of adjustment. Bippy-Ste-Croix No. V8502 27" Tper '.a. 6860 Mueller No. H-10357 FXTEh^ C • Bippy-Ste-Croix B-5001 Tyler iC. 58 14" Gate valve box, screw type, No. 59 18" 3 piece, 5 1f4" shaft, size No. 60 24" G box, 7'-6 extended, Mueller Na. 58 14" #6 round boss No. 59 20" Bippy-Ste-Croix VB520 No. 57 9" VB521 No. 58 14" V6522 No. 59 20" V6523 No. EO 26" BOTTOM Stainless Steel Bolts Tyler No. 6860 65" Resiliont Wedge Valve Mueller No. H-10361 65" Conforming to AWWA Sippy -Ste -Croix No. V6516 60" C-509-80 standards 3' Megolugj f Megolug BASE / ! f 8" Conc. block -- Lost Re vision. © eonestroo STANDARD DETAILS DEC. 1999 Rosene GATE VALVE AND BOX IreRA plate Ni:Anderlik & INSTALLATION 2-1 Associates Engineers 6 Architects ORONO , MINNESOTA Gly Plate Nc St. Pout. Minn ewla WAT—.1 Grout bottom of manhole to 1/2 diameter at pipe and slope grout 2" toward invert. Manhole steps shall be placed so that offset vertical portion of cone is facing downstream. PLAN Neenah R16426 frorne and cover cr equal with 2 concealed pick holes. Infi-Shield External Sealing Sleeve Minimum of 2 maximum of 6 concrete adjustment rings with full bed of mortar between each. o Manhole steps, Neenah R1981J I = or equal, 16" on center. Aluminum steps approved. i All joints in manhole to have "0" ring rubber gaskets. p5 — 4'-0„ Pipe shall be cut out flush m with inside face of wall. > NOTE: Kor-n-seal manhole or equal considered acceptable alternate. L Minimum slab thickness of pre cast base is 6" for 14' deep or less, and increase SECTION 1" in thickness for every 4' of depth greater than 14' DETAILS TAILS Last :,sign: ©��� 8onestroo FEB. 2000 Rosene - U0 SANITARY SEWER JUNCTION MANHOLE ORA No. \ Arl ijk & lu� Associates 1 -2 Engineers n nesolArchilecls ORONO, MINNESOTA `y —2 Na. SI. Paul. Mia `SAN "Hydrofinder" Hydrant locator Hydrant sholl be Waterous DEC. 1999 Pocer W6-100 or WB -67 BEDDING METHODS with stainless bolls and 16" Anderlik d traffic break off section 1-258 Hydrant shall be for 8.0' ORONO MINSOTA City Plate No. NEN GE -7 bury. Watermain sholl SL Paul, Mlnne sots have 7'-6" of cover. For Valve Box installtion See Detail Plate No. WAT-1. Hydrants and gate valves shall be restrained break off with megalugs. Resilient wedge valve conforming to AWWA C-509-80 standards. All D.I.P. watermain Grade shall be wrapped with 8 mil plastic. Including all mechanical joints 3' Stainless Steel Bolts rMe lug \ r Megalug 6„lend 1,'`:'''..` 8” Conc. block 1 Cu. Yd. of 1 1/2' rock. Cover with 2 layers of polyethylene, Last Revscn: ©� Bonestroo STANDARD DETAILS DEC. 1999 Rosene Anderlik & VALVE AND HYDRANT BRA Plate Na 11 Associates INSTALLATION 2-2 [ -- Engineer d Arohllacls ORONO MINNESOTA CW2 PlateAT—I:o. St. P. Minn.solo W — _ --T Compacted Backfill `1 -- Granular Borrow Qc _, I MnDOT Spec. -1 0,56c . r 3149A Mod. It ^, -fr 11=I11_ii =h. -_til_ Bc+12 r Bc" Denotes outside _ — diameter of pipe PIPE FOUNDATION & BEDDING IN GOOD SOILS I _ Compacted 1= Backfill 1+ =1 ' + + + + + + r r + + �_ I - - -• 1 Course Filter +• +~,+•�C �L++++++++♦++I=I Aggr. MnDot ---'---T-I - 0,5�d t ` t + t ` j�l= Spec. 3149H Mod. 1. -- - + + If- ' I -I T 6_Pa�Depth -1 _ / / / / / / / / / i _Ic' Foundation T -Increments ZTyp -1 , / / I I-=III=1 I IJ I1.I I Ic �Bc+12" Min. "Ed" Denotes outside diameter of pipe PIPE FOUNDATION & BEDDING IN POOR SOILS V 8onestroo STANDARD DETAILS DEC. 1999 flosene Ilf� BEDDING METHODS BRA Plate No. Anderlik d FOR VCP or PVC 1-258 A Associates ORONO MINSOTA City Plate No. NEN GE -7 Engineers d Arch SL Paul, Mlnne sots T 1 Bc Ii l Compacted Backfill 11_li -I` �• 0.58 __II I1 2000# Concrete -.7-11 - LOAD FACTOR 2.3 8, I- I- Bc+12" in. "Bc" Denotes outside CLASS A diameter of pipe Concrete backfill to 0.5 of outside diameter with shaped bedding. c t II1II i Compacted Backfill =li 0.5 C + Ili _I___==n rI + _Ti I Course Filter Aggregate 6 c/4 but + T' I MnDOT Spec. 3149H Mod, less than 6" + + -III - II__ill_TIJII=III=III_ li' LOAD FACTOR 1.9 4 Bc" Denotes outside CLASS Bc+12" Min. diameter of pipe Hand shaped from angular bedding material 6" :I ,I _1I. 6c Till Compacted Backfill LOAD FACTOR 1.5 0,5B*C'l "Bc" Denotes outside CLASS C-1 �.Bc+12Z_Min-• diameter of pipe Hand shaped from firm undisturbed soil " _ 6 �I I Bc '11'II Compacted Backfill _i=1 VIII P. qc 11 Course Filter Aggregate Bc/4 but ' =1i • �- + Ti" less than 6" Il .' + + + + _Il' I MnDOT Spec. 3149H Mod. -I=' i1_ITi_T=1Ti_T=-TTI_ 11", LOAD FACTOR 1.5 8c" Denotes outside- diameter of pipe CLASS C 2 Bc+12' M_ in. Hand shaped from angular bedding material ©� Bonestroo STANDARD DETAILS DECRe1999 sene Ro Anderlik & BEDDING METHODS BRA Plate No IUl Associates FOR RCP or DIP 1-25 Enginean d Archil., is ORONO, MINNES OTA City Plate No SI. Poul. MlnnosolaGEN-6 Grout bottom of manhole to 1/2 diameter at pipe and slope grout 2" toward invert. Manhole steps shall be placed so that offset vertical portion i of cone is facing downstream. ©'!1' BonesProo ZZI/ Rosana LSI Anderlik & lel AssociaPes Engineers d Archilecls sl. Paul. Minnesola Neenah R16426 frome and cover or equal with 2 concealed pick holes. PLAN Infi-Shield External Sealing Sleeve - �- Minimum of 2 maximum of 6 concrete adjustment rings with full bed of mortar between each. Manhole steps, Neenah R1981J for equal, 16" on center. i Aluminum steps approved. i = All joints in manhole to have "0" ring rubber gaskets. I 4'-0 Pipe sholl be cut out flush with inside face of wall. NOTE: Kor-n-seal manhole or equal considered acceptable alternate. Minimum slab thickness of pre cost base is 6" for 14' deep or less, and increase SECTION 1" in thickness for every 4' of depth greater than 14' Lcst STANDARD DETAILS 1999 Re1999 DEC.DE SANITARY SEWER MANHOLE eRA Plate No. • 1-1 City ORONO, MINNESOTA SANT. la. ORONO WOODS APARTMENTS C I T y 0 V R 0 N 0 M T N N I 0 T A sor°u1T1?0Tq MILLER H AN SON WESTERBECK BERGER, INC ARCHITECTS & PLANNERS 1201 HAWTHORNE AVENUE MINNEAPOLIS, MINNESOTA 55403 612 332-5420 FAX 612 332-5425 FR" AWW e 00ii(MCTORS KEY PLAN p SRS & M to PREMIER t I = DR z > CADD FILE QUALIFICATION: for this project S rve or o fit prepared b the En ineer u P 1 CARD ru e p y g, / or instruments of the Engineer s/SurveyorXs professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for odditions to this project or for completion of this project by others without written approval by this Engineer/Surveyor. With the Engineer's/Surveyor's approval athero may be permitted to obloin cup;es of the CADD drawing files for information and reference unity. WI intentional or unintentional revisions, additions or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold hornuess and indemnity the Engineer/Surveyor from any & all responsibilities, claims and liabilities. SHEET INDEX SHEET TITLE Cl TITLE SHEET CI -1 EXISTING CONDITIONS PLAN C2-1 SITE PLAN C3-1 GRADING, DRAINAGE & EROSION CONTROL 111 -AN C4-1 UTILITY PLAN C9-1 GRADING & STREET DETAIL SHEET C9-2 UTILITY DETAIL SHEr"I' I hereby certify that this plan, speciricatlon or report was prepared by m or under ny direct s�pervislon and that I an Q duly registered ccWProfessional Ena4i— �uJndeef. he tors of the State of Mir" 1 "1 j/ G 9G z� r Reg. No. D.A. DATE REVISION QUALITY MANAGEMENT REVIEW: BY: DATE: AssocIATES Planning a Civil EngineerLng to Land Surveying Environmental a Archaeology 7200 8emlock Lane, Suite 300, kinueapolis, Minnesota 55369-5592 Telephone: (612)424-5505 Fax: (612)424-5822 02000 Telt Page loucksmclagau.com UTILITY DETAIL SHEET JI PROJECT NO. 00216 C9-2 1x C9020. DT�I�G