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CAS-01_PLANNING CASE 2019-01CITY OF C HA N H ASSE N Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow MEMORANDUM OF UNDERSTANDING THIS MEMORANDUM OF UNDERSTANDING (MOU) is dated December 18, 2019, by and between the City of Chanhassen, a Municipal Corporation ("City"), and U.S. Home Corporation, DB/A LENNAR, (the "Developer"). RECITALS A. The City and the Developer entered into a Development Contract for "The Park" on August 12, 2019. Section GC 23-F of that agreement states "Except for model homes authorized under the City Code, building permits will not be issued in the plat until sanitary sewer, water main, and storm sewer have been installed, tested and accepted by the City, and that streets needed for access have been paved with a bituminous surface and the site graded and revegetated in accordance with Plans B and C of the development plans. Park". B. Lennar has installed a temporary bituminous surface to all home sites within "The C. Lennar wishes to obtain building permits. NOW, THEREFORE, the parties do hereby agree as follows: 1. The temporary bituminous surface installed by Lennar does not satisfy Section GC23-F of the Development Contract relating to access but the City will not withhold building permits for that reason. Except as provided in Paragraph 2, Certificates of Occupancy will not be issued until the requirements of Section GC-F have been complied with as determined by the City. 2. A Temporary Certificate of Occupancy ("Temp C/O") will be available for model homes as authorized under City Code. CITY O NH By. U.S. HOME CORPORATION, DB/A LENNAR By: PH 952.227.1100 • www.ci.chanhassen.mn.us • FX 952.227.1110 7700 MARKET BOULEVARD - PO BOX 147 • CHANHASSEN - MINNESOTA S5317 COMMUNITY DEVELOPMENT DEPARTMENT CITY OF CHANHASSEN Planning Division - 7700 Market Boulevard Mailing Address - P.O. Box 147, Chanhassen, MN 55317 Phone: (952) 227-1300 / Fax: (952) 227-1110 APPLICATION FOR DEVELOPMENT REVIEW Submittal Date: L � PC Date: CC Date. 60-Day Review Date: Section Application .-apply) (Refer to the appropriate Application Checklist for required submittal information that must accompany this application) ❑ Comprehensive Plan Amendment ......................... $600 ❑ Minor MUSA line for failing on -site sewers..... $100 ❑ Conditional Use Permit (CUP) ❑ Single -Family Residence ................................ $325 ❑ All Others......................................................... $425 ❑ Interim Use Permit (IUP) ❑ In conjunction with Single -Family Residence.. $325 ❑ All Others......................................................... $425 ❑ Rezoning (REZ) ❑ Planned Unit Development (PUD) .................. $750 ❑ Minor Amendment to existing PUD................. $100 ❑ All Others......................................................... $500 ❑ Sign Plan Review ................................................... $150 ❑ Site Plan Review (SPR) ❑ Administrative... ............................................... $100 ❑ Commercial/Industrial Districts*......................$500 Plus $10 per 1,000 square feet of building area. ( thousand square feet) 'Include number of existing employees: 'Include number of new employees: ❑ Residential Districts ......................................... $500 Plus $5 per dwelling unit (_ units) ❑ Subdivision (SUB) ❑ Create 3 lots or less ........................................ $300 ❑ Create over 3 lots.......................$600 + $15 per lot ( lots) ❑ Metes & Bounds(2lots)..................................$300 ❑ Consolidate Lots..............................................$150 ❑ Lot Line Adjustment.........................................$150 ❑� Final Plat..........................................................$700 (Includes $450 escrow for attorney costs)' 'Additional escrow may be required for other applications through the development contract. ❑ Vacation of Easements/Right-of-way (VAC)........ $300 (Additional recording fees may apply) ❑ Variance (VAR)... .................................. .............. $200 ❑ Wetland Alteration Permit (WAP) ❑ Single -Family Residence ............................... $150 ❑ All Others ....................................................... $275 ❑ Zoning Appeal ...................................................... $100 ❑ Zoning Ordinance Amendment (ZOA)................. $500 NOTE: When multiple applications are processed concurrently, the appropriate fee shall be charged for each application. ❑ Notification Sign (City to install and remove)...................................................................................................................... $200 ❑ Property Owners' List within 500' (city to generate after pre -application meeting) .................................................. $3 per address (_ addresses) ❑ Escrow for Recording Documents (check all that apply)....................................................................... $50 per document ❑ Conditional Use Permit ❑ Interim Use Permit ❑ Site Plan Agreement ❑ Vacation ❑ Variance ❑ Wetland Alteration Permit ❑ Metes & Bounds Subdivision (3 dots.) ❑ Easements( easements) ❑ Deeds TOTAL FEE: Description of Proposal: Final plat for platting and development of The Park 2nd addition in substantial conformance with approved Preliminary Plat. Property Address or Location: zsseoaaio.2soiaoM255s 2i Parcel #: Legal Description: 7141 Galpin Boulevard See submitted final plat Total Acreage: 150.00 Wetlands Present? ® Yes ❑ No Present Zoning: Planned Unit Development (PUD) Requested Zoning: Planned Unit Development (PUD) Present Land Use Designation: Select One Requested Land Use Designation: Select One Existing Use of Property: Vacant land & partial residential development [-]Check box if separate narrative is attached. Section 3: Property Owner and Applicant Information APPLICANT OTHER THAN PROPERTY OWNER: In signing this application, I, as applicant, represent to have obtained authorization from the property owner to file this application. I agree to be bound by conditions of approval, subject only to the right to object at the hearings on the application or during the appeal period. If this application has not been signed by the property owner, I have attached separate documentation of full legal capacity to file the application. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and cored. Name: U.S. Home Corporation dba Lennar Contact: Paul Tabone Address: 16305 36th Ave N Ste 600 Phone: (952) 249-3066 City/State/Zip: Plymouth MN 55442 Cell: Email: Paul.Tabone@Lennar.00m Fax: Signature: 'A_ f� Date: 11/14/19 PROPERTY OWNER: In signing this application, I, as property owner, have full legal capacity to, and hereby do, authorize the filing of this application. I understand that conditions of approval are binding and agree to be bound by those conditions, subject only to the right to object at the hearings or during the appeal periods. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. Name: All info same as above Contact: Joe Jablonski Address: Phone: City/State/Zip: Cell: Email: Joe.Jablo ki@Lennar.com Fax: /� Signature: Z'f'Q Date: yyiiiMA This application must be completed in full and must be accompanied by all information and plans required by applicable City Ordinance pr visions. Before filing this application, refer to the appropriate Application Checklist and confer with the Planning Department to determine the specific ordinance and applicable procedural requirements and fees. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. PROJECT ENGINEER (if applicable) Name. Pioneer Engineering Contact: Paul Cheme Address 2422 Enterprise Drive Phone: (651) 251-0630 City/State/Zip: Mendota His Mn 55120 Cell: Email: pcherne@pioneereng.com Fax Section 4: Notification Who should receive copies of staff reports? Information 'Other Contact Information: ❑ Property Owner Via:❑ Email ❑ Mailed Paper Copy Name: ❑ Applicant Via:❑ Email ❑ Mailed Paper Copy Address: ❑ Engineer Via:❑ Email ❑ Mailed Paper Copy City/State/Zip: ❑ Other* Via: ❑ Email ❑ Mailed Paper Copy Email: INSTRUCTIONS TO APPLICANT: Complete all necessary form fields, then select SAVE FORM to save a copy to your device. PRINT FORM and deliver to city along with required documents and payment. SUBMIT FORM to send a digital copy to the city for processing. SAVE FORM PRINT FORM SUBMr FORM CITY OF CHANHASSEN P 0 BOX 147 CHANHASSEN MN 55317 11/15/2019 3:18 PM Receipt No. 00424646 CLERK: AshleyM PAYEE: Lennar Family of Builders 16305 36th Ave N Ste 600 Plymouth MN 55446- The Park 2nd Addition Final Plan, 2019-01 ------------------------------------------------------- Final Plat Fee 700.00 Total Cash Check 01324855 Change 700.00 0.00 700.00 0.00 The Park 2nd Addition Final Plat, 2019-01 $700.00 Final Plat Fee $700.00 TOTAL $700.00 Check 01324855 from Lennar Family of Builders $0.00 BALANCE OWED PICNEERengineering MER OF M° HRRML ® 2422 ENTERPRISE DRIVE MENDOTA HEIGHTS, MN 55120 PHONE: (651) 681-1914 FAX: (651) 681-9488 TO: City of Chanhassen 7700 Market Boulevard PO Box 147 Chanhassen MN 55317 CORRESPONDENCE SENT VIA: ® MAIL ❑ FAX: ❑ OTHER CITY OF CHANHASSEN RECEIVED NOV 15 2019 DATE: 11-15-19 I JOB NO. ATTENTION: Kate Aanenson RE: The Park 2d Addition ❑ PAGES INCLUDING TRANSMITTAL COPIES DATE NO. DESCRIPTION 5 Final Plat Final Plans 22x34 1 Final Plat Final Plans l lxl7 & 8.5 x11 1 Compliance Table 1 Cost Estimate 1 Rational Method Storm Sewer Design 1 Specifications I MPCA Sewer Extension Permit THESE ARE TRANSMITTED AS CHECKED BELOW 1I I I S 1 I9 ❑ FOR APPROVAL X FOR YOUR USE AS REQUESTED ❑ FOR REVIEW AND COMMENT REMARKS: COPY TO: SIGNED: vcheme(a,vioneerene.com 651-251-0630 IF ENCLOSURES ARE NOT AS NOTED, KINDLY NOTIFY US AT ONCE THE PARK PHASE 2 GRADING GRADING & EROSION CONTROL PLAN CHANHASSEN, MINNESOTA J SHEET INDEX 1. COVER SHEET 2. LEGEND SHEET 3-4. GRADING PLAN 5. EROSION CONTROL PLAN 6. SEEDING PLAN 7-8. GRADING & EROSION CONTROL DETAILS CITY OF CHANHASSEN RECEIVED NOV 15 2019 CHANHASSEN PLANNING DEPT IQ ..� Know wboCe below, eM w C011 before you EIg. 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'i9 iom 5 � 8eeg ' zni i \ c $ �i� acme-si ;��' weaa uasiswn -"a Fs; tr' e'E P4 W� �c7 w a a� �a $� 3€t €{ F'e5 i 5;7 � r� a O c �[Ih EE7i e! E tt I I 7E •LE � E. !`�� E F :€F� _ _� � ^� I6EI tzl�' 15 i7ES cl Jsi IE v yV n - tq a.1 �fi _4tl � 'fir €r ey Cb E's 11• I' �± b99t {a{a � 9a diC �4in �Ap k_ J s s'ljse E a A ys �E zE�egE E� ' 1 a°�' �ffi{ EI E4t C\,f a �11 011 d tEE^F tt : d�ss€F€a � rd2�S�I� N'Nab# E MIS at;1 6 z 0 F 5� o� .pg eg S e =V F3 1a pa€, 5 x a94 3 fPFB% a` r— ilkap s as .`� fill '€ aelti� P €3 mpmg Jig§ Pi -t � p ex ppS a :F E4' J l 1. € 6 - .: 8 yp k € 3 �tg�i� xa a Po p i"S kaPi ij#?3j s!}es j 3`� x z �E aaa f $ �x %P g kk. uekSk `kkk 4§R 3 a 8 x° k Es eF y �f+ �53 xxxxx axle Cf# -Yi - % [ >' %=E B% --3 sxa 4fa29,ILa exa ipj �p 9 s P Doi N � ts9i g Q y� A 1199 fi 9'P `Sg ii-..`iifjjl SSw#j''jEsYPji` i '§i a •�KP �aa '�tih45e{�f.'•�:P€a:i � �ia � 9. N G9?i 6` m U a �P 3 P S f.�a 9 iR �nas9sasaaae� PaoPaeoPaPs�e©oe taeeeoeasseoPa �ees,e0000Pass asP3sr:eo®®e� raoPasaePaP3sPsi� �tn raoPaooraPaserraet Paoes,eraoosa� rnsseP3oP3ePP®®®' raossee©PaP3se© raeeeessP�eseP� �s000000seee �oaaeEaaaaaaa e 0 E E � i N y YYt:x i4 E „ � E �a;il•P -� z z.£5¢ J pFS 8 'd 11h E a a E. E 4 _ 1 _ tt'•�f.N4E i, kE 3ii _i eiloEt {�iiia :ter °�4tiEli4.iEiii:l�ii � . "'• �_ . . E E iE E Eiili - i I 3 sye � sYt•YL � @ � Ap all Poll 'I a � ��Yrtl'�v E4EYd�i 33 !�F icF ` pgYYYYYo in��i — ii�uua I 4 ry 5 - O O IF f � E g $ I g R M'� Jim( \{�}) / \ \ _ a - A \` IT . a � |\` ) y>§ §& \ ) \ ;/ ) �/ ! #! -F � w }} 1 ,G! °- ;pD}t �§)1: lam �Sa\ § \ ` - t - !! It .,} . \| I a a C lit R Z HM uia mM "g Sa I_� a+ w• �� i�� . c. asssa �� aE Y 91 999 a e i �g = �p z 0 o� _ ae� F YE �tis s, 1. 9 !a Eldd E ag fy � s -d t 1ti ili• a�i i i - k� it y,rN,!li' - @ 9 If 1 E& t o¢E o -- E� _ III —1 1 I J III 8 ti _- 's eS II �� ° III III IIIJI 4e as 11 €Ca r.y Iz'1§�t II�IIII Illllli 9 E,9t` �� ! II E;�°€=r1 395p a alg C$gg ye. � �II�I�II—T 'i3 zz a I mi ! ©� ) •5 ) � l ■� )lol Q � §2 � ) ƒ 8. ] U3CM | ! }_ \ ZM \ LU * \ 0 2 a « ƒ n c All! /| �|) ! / ¥ § e s <c K- r 91 Ld W .. .: S.�wm';';C) / \� ; ibra,Ggp �� Paez.�w:•y >;cR' i a i W� i i s\ iF :� \'�'�.,�`� r�: �� r,, � m�, ^ v�s'iC n�r)^�}Y) ` 9 9 d,,,; sr'$�• i �*�a BF WS N llj YIP NR.R[fX LLJ 3�zz5w it•• p[ 4% m j�l n ,i +�ii hp! q ii ;OCYe 4'`gM1, 99 I !III 99,II� A� iI �I!11 L _JL-Y1fJ LyyJL�rJ I_-�JL It THE PARK 2ND ADDITION KIM µL Patti BY INM PRESENTS: 1Mal U.i Nam Crpvolim, a Okoeare Crpvation amr. e1 the Mwip EevAM party abia1M in the County of Cris. State of Mimevata, 10 It Cutlet C. THE Pool xardn9 to the raeaJed Not grwf, Crow' Cant,, Minnarota. Nae Ca qa qne to be Mlrayb me aad ON THE P. M .W YCA mn E dose Mrboy Emote and bJieala to the pudic fe pealk uw tare., the WMk ee aota and the eofnis oe lion on qb plot fr amirw a and utlity purymu only =it the Meal amyl M ,mare — apE Ui Mrna Crpaalim. a Wave Capremen. Mon mlrl 1 Per. to Ce YpM by its proper axlcr this _ by a , 20 U.i xone CaprNlm, a Wmre Ca barelio: STATE OF MINNESOTA COUNTY OF 1Mie real by. amnoaedgM baba ma m q. day of Capralim. a Wa.ra Corporation. on MMr a1 vd varatim. �tm xary Pann. My Conrnielm Erpea 20 . E; Call i imaola Is al U & Mrne iI .i m aMreoy aid CNy of U MM , a Mmlefola hmmabbb Cornwall he. Crowd pole peen. to the eyned by Ne paper viyear qie by of 2a . Gly aT CMmMwen, a of —. mmiopa Cepaato, City Ymgr BY Yav STATE OF MINNESOTA COUNTY OF Me inaWme.t eoe aCMna.laE9ed Eerm me on qia May of , 20_. by , City Mmagr .it Mal of the (My Of Chumar , a Mmneola municipal caPwllm, On bei of bald Imak'wn, aYwlae pnlad Ne1rY PWt County. 1M . My Cml . Eapea SURVEYOR'S CERTIFICATE I Pat- J Mweeman b hei —1 that 11e that am. pgrad py me w undo, my direct aprmlm; Mat I on a a1y lNahome Lnd Sisal M the S. at Ynmaola: that th. plat to a . .—ta lial of the M MMNNI }nay, Mat .1 mabom.t tl data ana IOWft an a., deiryoteE on MI. Mae that be mmume a bpiclea on M. plot how Earn, or bal be Cmeetly W bible any )ar; Mat b1 biatw Ewnarwa and M lanes, are bMed m Minnesota Stawtm Section 505.01, Sued. J. as of Me date of the crtlnmte m ammm ma IbMad m MI. plat war all book biaya am Glom and wwNw an Me that. Dated th. _ by a 20_ . Par .L hooko eon. liMe. Lane Bawl od .bola L4nse Na .2299 STATE OF MINNESOTA COUNTY OF The far.9om9 S/mpe CrtYrite by Pelr 1 Naeeinme, MYm tO Iknw Na. 4M9. "a eMw1a09M offew me qu _ by al 20_ phi theory PWS COuntY. umto My Ca^n'®m Eapea CHANHASSEN. MINNESOTA TMIe Not 0 Ti PARK vl) alli wh apprmreE mE xeylb by the City Caunea of the City of amnaaae, Mwn NbM at a regular meetM9 ba l Mad qx may of 20_ and 1. n ewnpfwnee .1. the paNeiao Of Mlnn... M slawlto Bectlan ws.m. wedlNNm 2..1 m moist. an bo met o. bay d 20_ ..Pbn.d by No City Cmnae and .. ata. an .1. as aaaram9 . Mmnem. Stewl rnaptr 505.021, stye,. 1. CiTY COUNCIL OF THE Ott 6 Cliel N, MINNESOTA Mara. COUNTY SURVEYOR, Co. County. Minnesoto ours- l to CMaplw J95, Menem. Loeb a 19T, qi. plat he. ben able. NO. day a &m E. Praao, Cower County 9orwl 20— PROPERTY PROPERTY AND FINANCIAL SERVICES DIVISION, Carom County. Minnesota I nraty aWfy off tam pg role in _ and briar rays Maw 11w, psia for two Esacrae l m qie aaL Itche qia day of By oawE fma.mn. Wabwy, and Fnancgl feemae oe«tr 21)_. REGISTRAR 6 TITLES, Canty of Cans. State .f Minnesota 1 .1 crtlly that able ad a THE PMa( 2.0 Ancl ao. Red of M.."o. by the A .1. W Mi No, putlk .ecVd n qM _ by mf . 20_ , to rid aw ay a.d an Booty 01 Pla. Page — No 0oonnnl No. By Kann Lbale CITY ^7 CHANHASSEN Raof ga TMe '=ECEIVED OV 15 2019 SSEN PLANNING DEFT SGA;qm� PMNEEReneneffl;ng THE PARK 2ND ADDITION n ,w m a 1m Sa In Fod 1 MIN - 100 Fast SEC. 10. TNP. 116. RGE. 23 LOCATION MAP NO SCALE SEMINGS ARE BASED ON THE NIX1T1—SOUTH LINE OF SECTION 10. TOINNSHIP 116, RANGE 23, WICH IS ASSUMED TO HAYS A DEMING OF SOUTH 00'45'14' EAST. ® DENOTES FOUND CAST IRON MONUMENT • DENOTES FOUND 1/2 INCH IRON MONUMENT MARKED BY LICENSE NUMBER 422H UNLESS OTIERNISE NOTED. O DENOTES 1/2 INCH BY 14 INCH IRON PIPE MONUMENT SET AND YARNED BY LICENSE NUMBER 42299. N 1/4 WIEA Cf YC IQ I� •c I ----- 10 f CJ Lj q - p I o S87"52'12'E 464.87 \ / l H� \ M � iN MnHo? N�h'M'0 a /h N CC F- / '0 J / �bR PIONEEReg.,�ng THE PARK 2ND ADDITION m so D sD Scain Famt � 1 1.tl - 60 Feel -- A -- u+a wcY ^a SEC. 10, TWP. 116. RGE. 23 LOCATION MAP NO SCALE BEARINGS ARE BASED ON THE NORTH -SOUTH UNE OF SECTION 10. TOVMSHIP 116, RANGE 23. MNICH IS ASSUMED TO HAVE A BEARING OF SOUTH 00.45.14' EAST. • DENOTES FOUND CAST IRON MONUMENT • DENOTES FOUND 1/2 INCH IRON MONUMENT MARKED BY UCENa NUMBER 42299 UNLESS OTHERMISE NOTED. O DENOTES 1/2 INCH BY 14 INCH IRON PIPE MONUMENT SET AND MAWM BY UOENSE NUMBER 42299. / q °•ly'i iP��P.� br "Anq!✓> -br wo•.ru. a/ i 2 tt i 3 `\ t'' J/. a' \\\$ 16 \ ��•�t .�a' i ��"i� 3'sss'"�-6\z b ns.ro swm _ _.rs�,, .li L__/ \\�\4 \•%� a T✓ ;H\ I 6 P '.=''"�,s �� j,' °'gb \ \ 1 % \` vhf` Yay \ \ 13 L1mm _NIMLVawJ w I w Rn.Ta �- veaoy% Y�c� Yq��'G \\\ �Y��s.� G�03'4 e.z -� n•ems.a• y/\ \{6 ,D \ \B , dy \ ({, 4 < `b 2za• r--------1 R f---- h f —'eap'� <-s sonr r,-'°�stmw .� \ \N \ \`S• ,ate \ \ `\ v/p + /--�25.64 2 �l-____ ___ ems' ♦ \ i8 ♦ \* .a' , \ \ 12 �°;o y, / CB-S F EI I le 1n.1z soslesTY \ \ ♦ </ \ a�' I' I IR, '�o•" C > P4/ 4 ,� aCBa532b¢'DY $� 5 P ^I I I I� d/ / s;�'_'a,- . M;'`p sa.w 8ap.\ �2 \`\ 6. ,� tv, \ , o" \ .,, E r---------J 19 \ > \ 1mYG wmaczz-w i M,I � 25 I Ns: 24 / / dl (-4\'h''as .• Y ,° � `\ \ \ v� i' \\\ 11 , 1b'• C, \ `iio / \ a \v /• /Y4 %r �\ \\ o L--------J „cc Nam/NIP- Li r--------1 'I I ?`ql �� i% / 1 421 \ �A �Yv �'V'\ F $I I = I I '/ ✓�*>i,,` L� 4 A� / `\ \� 3 , C `\fib / 1�p nC`'6 \\'\'\ °A5t >�� 2�'�•I" Iri k„ p„s6se A'//�•t «�// '�� \; \� \�7 y[NC t_>_zue _ HaalscJ• € '�isl J-�' g % 3 / / /= 1\ \§ \` / dTi / «.("/ / ltj 1 \ dv \`� 5 \ \uL ,.�IJ► �y,4 �\� \ \�� YR/L. \`` /v�; 8 �� -\'bS (� lsssa F•1 `� Y% /r//.� '•� C. a ,10�, z �J P^ti/^:, y/:\, �\ ovzai zir _"'' 3 N75� _ aiei. 's _% .y \ \\r,\�\' `'•+� ?7af5 r3• 4 .�.o l I >' �"a^s' �,yzs35S5° 8 a 153.83 r 8yo J\ \ 0'6 z W`NOT3s zB.E� e / ?e3r?Be g `fit `V d�g� PIONEERe.„g THE PARK 2ND ADDITION OUTLOT A ate`~ 1 2 3 4 5 6 - a.. xn s e+w S x« s niwos rm s oamv K alai K ,uw vwo K PEARL DRIVE i®e s A 25 21 1 Y IW 50 0 IW fi 11fny ¢ iiw6 K PiA+C 2s � 2 $CPIlIn Fect 031N• K OUTLOT 6 1 Inch x 100 Fxt nwu K 23 3 IXie 4 I.n. K 3 w Mi0 4 K O.INi K 2 22 Al 1«n s ax°�ms! sic amr is aa«i K � 1i 1m�w 5.< 4„21'3 5 4 �+s 20 ia�il +sc 8 6ffiI C Mi K /i 19 1., 4 ¢TA 6 a(llli K 18 nc Mb 4 a a nY 1 K C 2 W S+C a1K] 9 s 7 o°.uss Ac rni s nw1 s 4 '1L s o°il««s+c an+,K alwsic K 15 $ 11a1 3 14 7 K a1�M0 6 aLm C nTl« C 6 6 pi�li C 13 1� . 6 u+s wK 4 AREA SUMMARY Ba1wsK amww 9 3 fi5 :BLOCK 1 = 52.592 SF. 1.2074 AC. K 2 BLOCK 2 = 14.785 SF. 0.3394 AC. !z ws 1 'lavi AC 3 = 79,349 SF. 1.8216 AC. «,o s BLOCK 4 = 242,011 SF. 5.5558 AC. Pvn + BLOCK 5 = 104,028 SF. 2.3881 AC. I"+` BLOCK 6 = 76.623 SF. 1.7590 AC. TOTAL LOT AREA = 569,388 SF. 13.0713 AC. TOTAL OUTLOT AREA = 932.129 SF. 21.3987 AC. R/W AREA - 172,178 SF. 3.9527 AC. TOTAL AREA = 1.673.695 SF. 38.4227 AC. PISNEEReng771g THE PARK PHASE 2 GRADING GRADING & EROSION CONTROL PLAN CHANHASSEN, MINNESOTA u��w.. SHEETINDEX 1. COVER SHEET 2. LEGEND SHEET 3.4. GRADING PLAN 5. EROSION CONTROL PLAN 6. SEEDING PLAN 7-8. GRADING & EROSION CONTROL DETAILS CITY OF CHANHASSEN RECEIVED OCT 2 6 2020 CHANHASSEN PLANNING DEPT Nnowwnr. below. o,s Call bek.,.ft ew maw �%yw a W�€ � % a a & ?2 n a a, YQsn�3k��aEF�syB�3�Q:°�i.�a�gyyeg�nnnsnan�n �,=n's�Gisd�a <?s$Ka..b�8abao�etib�s4Q€=.,59ass3ex•�i<€Y:e.s��[€Ess q 3 Pb a bB �ggg$?yy Ggrpp �a� a a a g°° y° o °.m.DOi«•eoOmle...++.e.s e..le.e.r®�O o � ^ i � � �e3 3� �%� 3 >� yg8g� bp0 y �'�PFg Ytta5 i a F b 3m3 �S Ygie 55eq�'p a n' 9g¢€€$ 4is9gx 9 tl ya63 bn�i 1,611 3 a�. � � •i� p�Psd1 1- §aee�Z y c•,3• F.j3p a MIN MI �w. # SzuII3i 3� 2tl �d�8al3a3eiii im6 $b$$i413oCE�tl�'�'�"O CaC S II II Ili�l III III ''{ III !'' II II ii ii 1111111 � �i lir� III !� � r � S}{}r{ 91 •71 €Ix-sl..•••kl IIIIIII ��.,.:Ds+�{ i! � � § 1� #�gii papd IIIT T it 'i Hill 1 j ' �Ul1 m NO 8 q �E j6 _ w� as I I II y o U �m 6 gq ay Jill y k v, E E N Q 8 e $ it '2r' 0 S 84? n e84 y mya� p a'A w Awl-FA wl-F a d 1;-! 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[ E a! 7 [ ' _ , 7 •f ,16 { a M!f if j t N d x i Ox AW �lit ARW € A ; 0� I , am 4 q l�E1 Bits ; i sEfj e � • fs ` N `"-� s [e $a /� - J ,. f tf�43 t fs . 4 = + i t t,EtIE H 5 < {1 fn 7}¢{i s' c .f' E J 1�O - ! EPEE �EI}t ft �� 1 i—�� 4{j{I1EE !e}I e � � j gg si [pi Y U o i J fE m v Ik ?i d in p 40 y I fd >- hill J ; Q a. ta_ Fft, w J C� Z_fE[ {$di F a a = 9$zzz � f rs rye jR {€2�YES:1 a gg jg X by MMM � 3 � 3 6 jjf B �� g PPbb Fn • W31 UYd W31 T `.... am. I aS�i 9ro Qld Wal Fn � _ _ ,p A91� Ny t tl R� g� ei�i: c c AMERICAN LAND TITLE ASSOCIATION Commitment for Title Insurance Issued by INFORMATIONAL COMMITMENT ONLY- NO UW NOTICE IMPORTANT - READ CAREFULLY: THIS COMMITMENT IS AN OFFER TO ISSUE ONE OR MORE TITLE INSURANCE POLICIES. ALL CLAIMS OR REMEDIES SOUGHT AGAINST THE COMPANY INVOLVING THE CONTENT OF THIS COMMITMENT OR THE POLICY MUST BE BASED SOLELY IN CONTRACT. THIS COMMITMENT IS NOT AN ABSTRACT OF TITLE, REPORT OF THE CONDITION OF TITLE, LEGAL OPINION, OPINION OF TITLE, OR OTHER REPRESENTATION OF THE STATUS OF TITLE. THE PROCEDURES USED BY THE COMPANY TO DETERMINE INSURABILITY OF THE TITLE, INCLUDING ANY SEARCH AND EXAMINATION, ARE PROPRIETARY TO THE COMPANY, WERE PERFORMED SOLELY FOR THE BENEFIT OF THE COMPANY, AND CREATE NO EXTRACONTRACTUAL LIABILITY TO ANY PERSON, INCLUDING A PROPOSED INSURED. THE COMPANY'S OBLIGATION UNDER THIS COMMITMENT IS TO ISSUE A POLICY TO A PROPOSED INSURED IDENTIFIED IN SCHEDULE A IN ACCORDANCE WITH THE TERMS AND PROVISIONS OF THIS COMMITMENT. THE COMPANY HAS NO LIABILITY OR OBLIGATION INVOLVING THE CONTENT OF THIS COMMITMENT TO ANY OTHER PERSON. COMMITMENT TO ISSUE POLICY Subject to the Notice; Schedule B, Part I - Requirements; Schedule B, Part II - Exceptions; and the Commitment Conditions, INFORMATIONAL COMMITMENT ONLY- NO UW, a Corporation (the "Company"), commits to issue the Policy according to the terms and provisions of this Commitment. This Commitment is effective as of the Commitment Date shown in Schedule A for each Policy described in Schedule A, only when the Company has entered in Schedule A both the specified dollar amount as the Proposed Policy Amount and the name of the Proposed Insured. If all of the Schedule B. Part I - Requirements have not been met within 180 days after the Commitment Date, this Commitment terminates and the Company's liability and obligation end. INFORMATIONAL COMMITMENT ONLY- NO UW This page is only a part of a 2016 ALTAO Commitment for Title Insurance. the Notice; the Commitment to Issue Policy; the Commitment Conditions, Requirements; and Schedule B, Part 1l — Exceptions. This Commitment is not valid without Schedule A; Schedule B, Part I — ALTA Cammilment for True Insurance 40852-1949637-MN COMMITMENT CONDITIONS 1. DEFINITIONS (a) "Knowledge" or "Known": Actual or imputed knowledge, but not constructive notice imparted by the Public Records. (b) "Land": The land described in Schedule A and affixed improvements that by law constitute real property. The term "Land" does not include any property beyond the lines of the area described in Schedule A, nor any right, title, interest, estate, or easement in abutting streets, roads, avenues, alleys, lanes, ways, or waterways, but this does not modify or limit the extent that a right of access to and from the Land is to be insured by the Policy. (c) "Mortgage": A mortgage, deed of trust, or other security instrument, including one evidenced by electronic means authorized by law. (d) "Policy": Each contract of title insurance, in a form adopted by the American Land Title Association, issued or to be issued by the Company pursuant to this Commitment. (e) "Proposed Insured": Each person identified in Schedule A as the Proposed Insured of each Policy to be issued pursuant to this Commitment. (f) "Proposed Policy Amount": Each dollar amount specified in Schedule A as the Proposed Policy Amount of each Policy to be issued pursuant to this Commitment. (g) "Public Records": Records established under state statutes at the Commitment Date for the purpose of imparting constructive notice of matters relating to real property to purchasers for value and without Knowledge. (h) "Title": The estate or interest described in Schedule A. 2. If all of the Schedule B, Part I - Requirements have not been met within the time period specified in the Commitment to Issue Policy, this Commitment terminates and the Company's liability and obligation end. 3. The Company's liability and obligation is limited by and this Commitment is not valid without: (a) the Notice; (b) the Commitment to Issue Policy, (c) the Commitment Conditions, (d) Schedule A, (e) Schedule B, Part I - Requirements; (f) Schedule B, Part II - Exceptions; and (g) a counter -signature by the Company or its issuing agent that may be in electronic form. 4. COMPANY'S RIGHT TO AMEND The Company may amend this Commitment at any time. If the Company amends this Commitment to add a defect, lien, encumbrance, adverse claim, or other matter recorded in the Public Records prior to the Commitment Date, any liability of the Company is limited by Commitment Condition 5. The Company shall not be liable for any other amendment to this Commitment. 5. LIMITATIONS OF LIABILITY (a) The Company's liability under Commitment Condition 4 is limited to the Proposed Insured's actual expense incurred in the interval between the Company's delivery to the Proposed Insured of the Commitment and the delivery of the amended Commitment, resulting from the Proposed Insured's good faith reliance to: (i) comply with the Schedule B, Part I - Requirements; (ii) eliminate, with the Company's written consent, any Schedule B, Part II - Exceptions; or (iii) acquire the Title or create the Mortgage covered by this Commitment. (b) The Company shall not be liable under Commitment Condition 5(a) if the Proposed Insured requested the amendment or had Knowledge of the matter and did not notify the Company about it in writing. (c) The Company will only have liability under Commitment Condition 4 if the Proposed Insured would not have incurred the expense had the Commitment included the added matter when the Commitment was first delivered to the Proposed Insured. This page is only a part of a 2016 ALTA Commitment for Title Insurance. This Commitment is not valid without the Notice; the Commitment to Issue Policy, the Commitment Conditions; Schedule A; Schedule B, Part I — Requirements; and Schedule B, Part 11— Exceptions. ALTA Commitment for Title Insurance 40852-1949637-MN (d) The Company's liability shall not exceed the lesser of the Proposed Insured's actual expense incurred in good faith and described in Commitment Conditions 5(a)(i) through 5(a)(iii) or the Proposed Policy Amount. (a) The Company shall not be liable for the content of the Transaction Identification Data, if any. (f) In no event shall the Company be obligated to issue the Policy referred to in this Commitment unless all of the Schedule B, Part I - Requirements have been met to the satisfaction of the Company. (g) In any event, the Company's liability is limited by the terms and provisions of the Policy. 6. LIABILITY OF THE COMPANY MUST BE BASED ON THIS COMMITMENT (a) Only a Proposed Insured identified in Schedule A, and no other person, may make a claim under this Commitment. (b) Any claim must be based in contract and must be restricted solely to the terms and provisions of this Commitment. (c) Until the Policy is issued, this Commitment, as last revised, is the exclusive and entire agreement between the parties with respect to the subject matter of this Commitment and supersedes all prior commitment negotiations, representations, and proposals of any kind, whether written or oral, express or implied, relating to the subject matter of this Commitment. (d) The deletion or modification of any Schedule B, Part II - Exception does not constitute an agreement or obligation to provide coverage beyond the terms and provisions of this Commitment or the Policy. (a) Any amendment or endorsement to this Commitment must be in writing and authenticated by a person authorized by the Company. (f) When the Policy is issued, all liability and obligation under this Commitment will end and the Company's only liability will be under the Policy. 7. IF THIS COMMITMENT HAS BEEN ISSUED BY AN ISSUING AGENT The issuing agent is the Company's agent only for the limited purpose of issuing title insurance commitments and policies. The issuing agent is not the Company's agent for the purpose of providing closing or settlement services. 8. PRO -FORMA POLICY The Company may provide, at the request of a Proposed Insured, a pro -forma policy illustrating the coverage that the Company may provide. A pro -forma policy neither reflects the status of Title at the time that the pro - forma policy is delivered to a Proposed Insured, nor is it a commitment to insure. 9. ARBITRATION The Policy contains an arbitration clause. All arbitrable matters when the Proposed Policy Amount is $2,000,000 or less shall be arbitrated at the option of either the Company or the Proposed Insured as the exclusive remedy of the parties. A Proposed Insured may review a copy of the arbitration rules at http://www.alta.org/arbitration. This page is only a part of a 2016 ALTA Commitment for Title Insurance. This Commitment is not valid without the Notice, the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I — Requirements; and Schedule B, Part 11— Exceptions. ALTA Commitment for Title Insurance 40852-1949637-MN SCHEDULE A AMERICAN LAND TITLE ASSOCIATION COMMITMENT Transaction Identification Data for reference only: Issuing Agent: North American Title Company Issuing Office: 5001 American Blvd. West, Suite 300, Bloomington, MN 55437 ALTA Universal ID: Commitment No.: 40852-19-49637-MN Issuing Office File No.: 40852-19-49637-MN Property Address: XXX Galpin Road., Excelsior, MN 55331 1. Commitment Date: May 20, 2019 at 08:00 AM 2. Policy to be issued: a. Informational Commitment for U.S. Home Corporation, a Delaware corporation Proposed Insured: Proposed Policy Amount: $0.00 3. The estate or interest in the Land described or referred to in this Commitment is Fee Simple. 4. Title to the estate or interest in the Landis at the Commitment Date vested in: Parcel 1: U.S. Home Corporation, a Delaware corporation. The Fee Owner was conveyed title by the Personal Representative's Deed of Sale dated March 18, 2019, filed March 21, 2019, as Document No. 209248. Parcel 2: U.S. Home Corporation, a Delaware corporation. The Fee Owner was conveyed title by the Personal Representative's Deed of Sale dated March 18, 2019, filed March 21, 2019, as Document No. 209248. Parcel 3: U.S. Home Corporation, a Delaware corporation. The Fee Owner was conveyed title by the Personal Representative's Deed of Sale dated March 18, 2019, filed March 21, 2019, as Document No. 209248. Parcel 4: Village of Chanhassen, a municipal corporation. The Fee Owner was conveyed title by the Warranty Deed of Sale dated December 28, 1972, filed January 25, 1973, as Document No. 18016. 5. The Land is described as follows: LEGAL DESCRIPTION ATTACHED HERETO AS EXHIBIT "A" AND MADE A PART HEREOF FOR INFORMATIONAL PURPOSES ONLY: TORRENS Property Carver County Property Address: XXX Galpin Road., Excelsior, MN 55331 ALTA Commitment for THIe Insurance 40852-19-49637-MN Schedule A SCHEDULE A (Continued) This page is only a part of a 2016 ALTA Commitment for Title Insurance. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I — Requirements, and Schedule B, Part 11— Exceptions. Issued through the office of: North American Title Company Countersigned: 6� Authorized Signatory Underwriter Name and Address: Issuing Agent Name and Address: INFORMATIONAL COMMITMENT ONLY- NO UW North American Title Company 5001 American Blvd. West, Suite 300 Bloomington, MN 55437 This page is only a part of a 2016 ALTA Commitment for Title Insurance. This Commitment is not valid without the Notice, the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I — Requirements; and Schedule B, Part II — Exceptions. ALTA Commitment for Title Insurance 40852-19-49637-MN Schedule A SCHEDULE B-1 AMERICAN LAND TITLE ASSOCIATION COMMITMENT Issuing Office File No.: 40852-19-49637-MN Commitment No.: 40852-19-49637-MN Requirements All of the following Requirements must be met: 1. The Proposed Insured must notify the Company in writing of the name of any party not referred to in this Commitment who will obtain an interest in the Land or who will make a loan on the Land. The Company may then make additional Requirements or Exceptions. 2. Pay the agreed amount for the estate or interest to be insured. 3. Pay the premiums, fees, and charges for the Policy to the Company. 4. Documents satisfactory to the Company that convey the Title or create the Mortgage to be insured, or both, must be properly authorized, executed, delivered, and recorded in the Public Records. 5. Please inform the Company if there exists a manufactured or mobile home structure located on the Land to be insured hereunder for review and possible further requirements. 6. The "gap period" will be insured if this transaction is closed by North American Title Company. The gap refers to the gap from the effective date of this commitment to the closing date and the gap from the closing date to the recording date of the instrument to be insured. 7. Affidavit of Mortgagor or Affidavit of Buyer is required on all transactions. On sale transactions, North American Title Company requires a Sellers Affidavit and a Certificate of Real Estate Value. 8. If an Owner's Policy of Title Insurance is not ordered at the closing, the Company's "Notice of Availability of Owner's Title Insurance" form must be signed by the buyers. 9. This Commitment is for the exclusive use of North American Title Company and its affiliates in closing the transaction described herein. Anyone else closing off this Commitment shall be liable to the Company for all loss and damage, including payment of all charges and fees incurred related to the preparation of this commitment. 10. If the property is subject to any Private assessments for association dues or otherwise, we must be provided a current statement showing all sums are paid or the amount of any outstanding charges. 11. For Wright and Carver counties, a Certificate of Subsurface Sanitary Sewer Compliance executed by both the buyer and the seller must accompany the deed for filing. 12. NOTE: The following is not a part of Schedule B, and is shown for information only. This will not be included on the final loan policy. PLEASE BE ADVISED THAT THE FOLLOWING INFORMATION IS REQUIRED AT CLOSING: A) Seller's Tax Information Number or Social Security Number. B) Seller's full address after the closing. C) Identification will be required from all parties required to sign documents at closing. This page is only a part of a 2016 AL TA Commitment for Title Insurance. This Commitment is not valid without the Notice, the Commitment to Issue Policy; the Commitment Conditions; Schedule A, Schedule B, Part l — Requirements, and Schedule B, Part 11— Exceptions. ALTA Commitment for Title Insurance 40852-19-49637-MN Schedule B-1 SCHEDULE B-1 (Continued) 13. This commitment was prepared for informational purposes only. Searches have not been conducted for judgments, assessments, or tax liens. 14. The subject property is Torrens; Certificate Numbers 40267, 40269, and 8162. This page is only apart of a 2016 ALTA Commitment for Title Insurance. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions, Schedule A; Schedule B, Part I - Requirements; and Schedule B, Part 11- Exceptions. ALTA Commitment for Title Insurance with Florida Modifications 8-1-16 4Oa52-19-49637-MN Schedule B-1 SCHEDULE B-II AMERICAN LAND TITLE ASSOCIATION COMMITMENT Issuing Office File No.: 40852-19-49637-MN Commitment No.: 40852-19-49637-MN Exceptions THIS COMMITMENT DOES NOT REPUBLISH ANY COVENANT, CONDITION, RESTRICTION, OR LIMITATION CONTAINED IN ANY DOCUMENT REFERRED TO IN THIS COMMITMENT TO THE EXTENT THAT THE SPECIFIC COVENANT, CONDITION, RESTRICTION, OR LIMITATION VIOLATES STATE OR FEDERAL LAW BASED ON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, GENDER IDENTITY, HANDICAP, FAMILIAL STATUS, OR NATIONAL ORIGIN. The Policy will not insure against loss or damage resulting from the terms and provisions of any lease or easement identified in Schedule A, and will include the following Exceptions unless cleared to the satisfaction of the Company: 1. Any defect, lien, encumbrance, adverse claim, or other matter that appears for the first time in the Public Records or is created, attaches, or is disclosed between the Commitment Date and the date on which all of the Schedule B, Part I - Requirements are met. 2. Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the Title that would be disclosed by an accurate and complete land survey of the Land. 3. Rights or claims of parties in possession not recorded in the Public Records. 4. Easements, or claims of easements, not recorded in the Public Records. 5. Any liens, or right to a lien, for services, labor, or material furnished, imposed by law and not recorded in the Public Records. 6. Taxes or special assessments required to be paid in the year 2019 and subsequent years. 7. Taxes due and payable in 2019 in the amount of $35,368.00, total. First half taxes: Unpaid, Second half taxes: Unpaid, Non -homestead Property, Parcel No. 25.6900010. (Parcel 1) 8. 2019 tax information is not available for Parcel No. 25.6900021. (Parcel 2) 9. Taxes due and payable in 2019 in the amount of $10,084.00, total. First half taxes: Unpaid, Second half taxes: Unpaid, Non -homestead Property, Parcel No. 25.0100200. (Parcel 3) 10. Taxes due and payable in 2019 in the amount of $0.00, Exempt, Parcel No. 25.0100300 (Parcel 4). it. Easement in favor of the Metropolitan Waste Control Commission for sewer and utility purposes, dated May 5, 1989, filed May 19, 1989 as Document No. 61007, as modified by the Easement Modification Agreement dated February 22, 1990, filed March 2, 1990 as Document No. 64335. 12. Subject to County Road No. 117 also known as Excelsior -Shakopee Road as shown on Registered Land Survey No. 89 filed as Document No. 34804 and as shown on available maps. 13. Easement in favor of the City of Chanhassen for well and water main purposes, dated December 28, 1972, filed January 25, 1973 as Document No. 18018. This page is only a part of a 2016 ALTA Commitment for Title Insurance. This Commitment is not valid without the Notice, the Commitment to Issue Policy; the Commitment Conditions, Schedule A; Schedule B, Part I — Requirements; and Schedule B, Part 11— Exceptions. ALTA Commitment for Title Insurance 40852-19-49637-MN Schedule B-II SCHEDULE B-II (Continued) 14. Easement in favor of the City of Chanhassen for well and water main purposes dated December 28, 1972, filed January 25, 1973 as Document No. 18019. 15. Conditions and provisions contained in Resolution No. 82-02, Approving Registered Land Survey dated January 4, 1982, filed February 23, 1982 as Document No. 34806. 16. Subject to the rights of the public and the State of Minnesota to the use of that part of the premises which lies below the natural high water mark of Lake Ann, as reserved in the Warranty Deed dated September 13, 1985, filed September 20, 1985 as Document No. 44236. 17. Rights of the United States of America and/or the State of Minnesota, the county, the municipality, and the public, in and to that part of the land which may be within Lake Lucy. 18. Rights of the United States of America and/or the State of Minnesota, the county, the municipality, and the public, in and to that part of the land which may be within Lake Ann. 19, Electric Easement in favor of Northern States Power Company, dated November 9, 2018 and filed November 16, 2018 as Document No. 670221 in the Office of the County Recorder. 20. Subject to a right of way for County Road No. 117 also known as Galpin Boulevard, and formerly known as the Excelsior and Shakopee Road, Excelsior -Shakopee Road, and the Chaska and Excelsior Road (pursuant to Registered Land Survey No. 78, Certificate of Title 38165.0 and existing maps) in favor of Carver County. 21. Terms, conditions, and provisions of Wetland Alteration Permit #2019-01 dated March 11, 2019, filed May 6, 2019, as Document No. 209579. 22. Subject to terms, conditions and restrictions contained in the Order and Decree of Registration dated May 21, 1971, filed May 21, 1971 as Document No. 15376. 23. Subject to the Mechanic's Lien dated March 19, 1971, filed March 1, 1972 as Document No. 16604. 24. Subject to the Notice of Lis Pendens dated March 19, 1971, filed March 1, 1972 as Document No. 16605. 25. Subject to levied and/or pending assessments, if any. THE FOLLOWING IS INCLUDED FOR INFORMATIONAL PURPOSES AND WILL NOT APPEAR ON ANY FINAL POLICIES ISSUED: a. For questions regarding this commitment, please contact Cathy Busch at cbusch@nat.com. This page is only a part of a 2016 ALTA Commitment for Title Insurance. This Commitment is not valid without the Notice; the Commitment to Issue Policy, the Commitment Conditions; Schedule A; Schedule B, Part I — Requirements; and Schedule B, Part 11— Exceptions. ALTA Commitment for Tile Insurance with Florida Modifications 8-1-16 40852-1949637-MN Schedule &II EXHIBIT "A" Legal Description Issuing Office File No.: 40852-19-49637-MN Commitment No.: 40852-19-49637-MN Parcel 1: Tract A, Registered Land Survey No. 89, filed of Registrar of Titles, Carver County, Minnesota Parcel 2: Tract B, Registered Land Survey No. 89 according to the recorded plat thereof, Carver County, Minnesota, except all that part thereof lying northerly of the following described line: Commencing at the North Quarter corner of Section 10, Township 116, Range 23, said Carver County, thence on an assumed bearing of South 00 degrees 45 minutes 14 seconds East, along the North -South Quarter line of said Section 10, a distance of 515.00 feet to the point of beginning of the line to be described, thence South 87 degrees 48 minutes 41 seconds East, along a line parallel with the North line of the Northeast Quarter of said Section 10, a distance of 1661 feet plus or minus to the east line of said Tract B and the shoreline of Lake Lucy and there terminating. Parcel 3: That part of the South half of the Northeast Quarter of the Northwest Quarter of Section 10, Township 116, Range 23, Carver County, Minnesota, lying easterly of the centerline of County Road No. 117, also known as Galpin Boulevard, and lying North of the South 186.00 feet of said South half of the Northeast Quarter of the Northwest Quarter thereof. Parcel 4: That part westerly 183.00 feet of each of the following two tracts: (1) That part of the south 186.00 feet of the Northeast Quarter of the Northwest Quarter of Section 10, Township 116 North, Range 23 West of the 5th Principal Meridian, lying easterly of the centerline of County Road No. 117 (also known as Galpin Lake Road and formerly known as Chaska and Excelsior Road and as Excelsior and Shakopee Road). (2) That part of the South Half of the Northwest Quarter of Section 10, Township 116 North, Range 23 West of the 5th Principal Meridian, lying easterly of the centerline of County Road No. 117 (also known as Galpin Lake Road and formerly known as Chaska and Excelsior Road and as Excelsior and Shakopee Road). Which lies northerly of lines described as follows: Commencing at the northeast comer of said South Half of the Northwest Quarter; thence on an assumed bearing of North 89 degrees 49 minutes 08 seconds West, along the north line of said South Half of the Northwest Quarter a distance of 588.71 feet, to the beginning of the lines to be described; thence South 65 degrees 37 minutes 15 seconds West a distance of 98.69 feet; thence northwesterly a distance of 141.37 feet along a non - tangential curve concave to the southwest having a radius of 180.00 feet and a central angle of 45 degrees 00 minutes 00 seconds, the chord of said curve is 137.77 feet in length and bears North 46 degrees 52 minutes 45 seconds West; thence North 69 degrees 22 minutes 45 seconds West, tangent to said curve a distance of 40.00 feet and said line there terminating. The above Parcels to be platted as The Park, Carver County, Minnesota. This page is only a part of a 2016 ALTA Commitment for Title Insurance. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions, Schedule A; Schedule B, Part I — Requirements, and Schedule B, Part II — Exceptions. ALTA Commitment for Title Insurance 40852-19-49637-MN Exhibit "A" Privacy Pulic} The States Title Familv of Companies Rev. 01A72019 WHAT DOES THE STATES TITLE FAMILY OF COMPANIES DO WITH YOUR PERSONAL INFORMATION? Financial companies choose how they share your personal information. Federal law gives consumers the right to limit some, but not all, sharing. Federal law also requires us to tell you how we collect, share, and protect your personal information. Please read this notice carefully to understand what we do. The types of personal information we collect and share depend on the product or service you have with us. This information can include: • Social Security number and income • Transaction history and payment history • Purchase history and account balances All financial companies need to share customers' personal information to run their everyday business. In the section below, we list the reasons financial companies can share their customers' personal information, the reasons the States Title Family of Companies ("ST") chooses to share, and whether you can limit this sharing. MUM r. For our everyday business purposes Yes No Such as to process your transactions, maintain your account(s), respond to court orders and legal investigations, or report to credit bureaus For our marketing purposes Yes No To offer our products and services to you For Joint marketing with other financial companies No We don't share For our affiliates' everyday business purposes Yes No Information about your transactions and experiences Fw our affiliates' everyday business purposes No We don't share Information about your creditworthiness For our affiliates to market to you No We don't share For nonaffiliates to market to you No We don't share MME Call 1(650) 419-3827 i Privacy Policy (NATG) 40852-19-49637-MN Who we are Who is providing this notice? he States Title Family of Companies (identified below), which offers title insurance and settlement services. What we do Now does ST protect my persoml To protect your personal information from unauthorized access and use, we use security Information? measures that comply with federal law. These measures include computer safeguards and secure files and buildings. How does ST collect my personal We collect your personal information, for example, when you Irdormatim? • Apply for insurance; • Apply for financing; • Give us your contact information • Provide your mortgage information • Show your govemment-issued ID We also collect your personal information from others, such as credit bureaus, affiliates, or other companies. Why can't I limit all sharing? Federal law gives you the right to limit only • Sharing for affiliates' everyday business purposes— information about your creditworthiness • Affiliates from using your information to market to you • Sharing for nonaffiliates to market to you State laws and individual companies may give you additional rights to limit sharing. What happens when I limit sharing for an your choices will apply to everyone on your account —unless you tell us otherwise. account I hold jointly with someone else? Definitions Affiliates Companies related by common ownership or control. They can be financial and nonfinancial companies. Nonaifiliates Companies not related by common ownership or control. They can be financial and nonfinancial companies. • Nonaffiliates we share with can include collection agencies, IT service providers, companies that perform marketing services on our behalf, and consumer reporting agencies. Joint marketing A formal agreement between nonaffiliated financial companies that together market financial products or services to you. • ST doesn'tjointly market. The States Title Family of Companies consists of the following entities: States Title Holding Inc. States Title, Inc. States Title Insurance Company States Title Insurance Company of California States Title Agency, Inc. Spear Agency Acquisition Inc. Title Agency Holdco, I.I.C. North American Title Company North American Title Company, Inc. North American Title Company of Colorado North American Title Insurance Company North American Services, LLC North American Title Agency, Inc. North American Title, LLC North American Title Company, LLC NASSA LLC North American Asset Development, LLC Privacy Policy (NATG) 40852-19-49637-MN ENGINEER'S ESTIMATE FOR GRADING AND EROSION CONTROL THE PARK PHASE 2 GRADING IN CHANHASSEN, MN November 1, 2019 Section A - Grading & Miscellaneous Sitework Bid Estimate Item M Contract Item Unit Unit Price Quantity Amount G-1 Mobilization LS $5,000.00 1 $5,000.00 G-2 Perimeter Erosion Control Fence (Steel Posts) LF $1.65 3,591 $5,925.15 G-3 Perimeter Heavy Duty Erosion Control Fence (Wire Backed) LF S2.25 1,266 S2,848.50 G-4 Secondary Erosion Control Fence (Around Pond) (Steel Posts) LF $1.65 501 $826.65 G-5 Rock Entrance EA 51,750.00 1 $1,750.00 G-6 Clear and Grub AC 43,550.00 15.9 $56,445.00 G-7 Common Excavation CY 51.87 113,090 $211,459.60 G-8 Subgrade Correction (Measured) CY $1.95 78,644 $153,355.80 G-9 Common Borrow (On Site) CY S2.30 45,676 $105,054.80 G-10 Topsoil Re -spread CY $1.95 21,247 $41,431.65 G-11 Infiltration Basin Media (In Place Volume) CY $30.60 72 S2,160.00 G-12 Sand for Infiltration Basin CY $10.00 72 $720.00 G-13 Mobilize for Seed and Mulch LS S1,000m 1.0 $1,000.00 G-14 Permanent Seed & Mulch (MN Mix 25-131) AC $1,150.00 24.0 $27,600.00 G-15 Temporary Seed and Mulch (MN Mix 21-111) AC $540.00 24 V12,960.00 G-16 Basin Seeding ((MN Mix 35-241) - Bench to HWL Sy $0.27 516 $139.32 G-17 Upland Open Space Seeding (MN Mix 36-211) SY $0.28 9,105 2269.4 G-18 Erosion Control Blanket (Cal 3) SY $1.10 14,975 16472.5 Total Grading & Miscellaneous Sitework Estimate Amount $647,418.37 Total Grading and Site Estimate Amount S647,418.37 TOTAL GRADING ESTIMATE ANIOI NT $647,418.37 $647,418.37 ."71C.f NNS-0 THE PARK Zed ADDITION COMPLIANCE TABLE Lot Lot Am (SF) Lot Width (Fret) Lot Depth (Feet) Impervious Ara (SF) 90 ft Lob PUD 15,900 90 125 5,500 65 ft Lots I PUD 1 8,450 1 65 1 125 4,400 From Setback I Rear Setback Side Yard Setback I Corner Setback CR 117 Setback 90 R Lola 1 20 ft • 1 25 ft 1 7.5 ft 1 20 ft 50 ft 65 ft Lots 1 25 ft 1 25 ft 7.5 ft 20 ft 50 ft Wetland Buffer Setback 20 ft. All lot widths are shows at the 25 ft setback • 25 ft with Sidewalk 65 ft Lob Lot Block Lot Area (SF) Lot Width (Feet) Lot Depth (Feet) ltopervious Asa (SF) 1 1 9,992 93 132 4,400 2 1 8,801 72 130 4,400 3 1 8.450 65 130 4,400 4 1 8,450 65 130 4,400 5 1 8,450 65 130 4,400 6 1 8,450 65 130 4,400 l 2 14,785 99 152 4,400 I 3 9,189 74 134 4,400 2 3 8,749 70 134 4,400 3 3 8A50 65 130 4,400 4 3 9.450 65 130 4,400 5 3 8,450 65 130 4,400 6 3 8,450 65 130 4,400 7 3 8,450 65 130 4,400 8 3 9,263 65 131 4,400 9 3 9,898 65 131 4,400 1 4 12,659 79 135 4,400 2 4 8,729 65 130 4.400 3 4 8,450 65 130 4,400 4 4 8,819 72 130 4,400 5 4 11,092 107 141 4,400 6 4 10,504 96 140 4,400 7 4 8,450 65 130 4.400 8 4 8,450 65 130 4,400 9 4 8,450 65 130 4,400 10 4 8,450 65 130 4,400 11 4 8,450 65 130 4,400 12 4 8,474 65 130 4,400 13 4 12,754 83 131 4,400 14 4 10,929 91 132 4,400 15 4 9.170 65 141 4,400 16 4 9,344 65 144 4,400 17 4 9,103 65 140 4,400 18 4 9,570 65 131 4,400 19 4 8,779 65 134 4.400 20 4 9,676 66 135 4,400 21 4 14,151 68 146 4,400 22 4 9,702 65 139 4,400 23 4 9,104 65 138 4,400 24 4 9,559 83 134 4.400 25 4 10,192 83 127 4,400 1 5 12,618 65 174 4,400 2 5 14,656 82 233 4,400 3 5 14,357 95 253 4,400 4 5 14,285 93 229 4,400 5 5 13,661 65 209 4,400 6 5 12,773 73 163 4.400 7 5 11,941 91 142 4,400 8 5 9,737 81 138 4,400 1 6 8,8M 65 132 4,400 2 6 9,089 65 128 4,400 3 6 8,510 65 125 4,400 4 6 8,492 65 125 4,400 5 6 9,719 65 126 4,400 6 6 11,049 65 159 4,400 7 6 9,919 65 152 4.400 8 6 11,346 77 136 4,400 OFCHANHASSEN -IECEIVED JOV 15 2019 ;'A SEN PLANNING DEPr ENGINEER'S ESTIMATE FOR UTILITY AND STREET CONSTRUCTION THE PARK 2ND ADDITION IN CHANHASSEN, MN November 1, 2019 Section A - Sanitary Sewer Bid Estimate Item # Contract Item Unit Unit Price Quantity Amount SS-1 8" PVC SDR 35, 0'-10' a w/Sand BeddingLF $50.00 9 5450.00 SS-2 8" PVC SDR 35, 10'-12' De th w/Sand Bedding LF 550.00 1,557 577,11W.00 SS-3 8" PVC SDR 35, I2'-14' Depth w/Sand Bedding _ LF 550.00 582 S29,100.00 SS-4 8"PVC SDR 35, IN- 16'De w/Sand Bedding LF $50.00 43 $2,150.00 SS-5 8" PVC SDR 26,12'-14' De w/Sand Bedding LF $58.00 25 51,450.00 SS-6 e' PVC SDR 26, 14'-16' De th w/Sand Bedding LF $58.00 121 $7,018.00 SS-7 8"PVC SDR 26, 16-I9 Depdk w/Sand Be&hng LF $58.00 Ill $6,438.00 SS-8 8" PVC SDR 26, 18'-20' w/Sand Bedding LFV$3,500.00 108 S6,581L00 SS-9 8" PVC SDR 26, 20'-22' De w/Sand Bedding LF 162 510,206.00 SS-10 8" PVC SDP 26, 22'-24' De th w/Sand BeddingLF 22 51,716.00 SS-1 t 8" PVC C900, 22'-24' De w/Sand BeddingLF 243 $26,001.00 SS-12 8" PVC C900, 24'-26' Depth w/Sand BeddingLF0 25 $2,925.00 SS-13 6" PVC SDR 26 Service Pi LF0 Z469 $49,360.00 SS-I4 6" PVC SDR 26 Riser Pi VF0 98 $3,430.W SS-15 8"x6" PVC Service WYE EA0 63.0 $17,640.00 SS-16 Sanitary Sewer Manhole (0-10' Depth) EA0 18.0 563,000.00 SS-17 Smutary Sewer Manhole Enna Depth VF $235.00 57 $13,489.00 SS-I8 Televise Samtary Sewer LF $2.50 3,008 $7,520.00 SS-19 Sanitary Sewer Test LS $2,3W.00 1 $2,900.00 SS-20 Connect to Exishn EA $15,000.00 2 $30,000.00 Total Sanitary Sewer Estimate Amount 5358,63I.00 Section B- Watermain Bid Estimate Item # Contract Item Unit Unit Price Quantity Amount WM-1 6" PVC C-900 WM w/Sand Bnddin LF $30.00 84 $2,520.00 WM-2 8" PVC C-900 WM w/Sand Bedding LF W.00 3,3571 5134,280.00 WM-3 FireH dsaotw/6"GaleVidw EA $5,610.00 7 $39,270.00 WM4 D.I.P. Fittings LB $10.00 4200 542,000.00 WM-5 1" Co nationstop EA 5205.00 62 $14710.00 WM-6 I" Curb Stop &Box EA $315.00 62 $19,530.00 WM-7 4" Gate Valve & Box (Irrigation Service) EA $600.00 1 5600.00 AM-8 I" PE Service pipe LF $18.00 2321 541,778.00 WM-9 4" PVC C-900Irrigation Service Pipe LF $24.00 41 $984.00 WM-10 8" Gate Valve & Box EA 52,120.00 13 $27,560.00 WM-11 Wall" Wet Tap with 8" Gate Valve & Box EA $10,000.00 1 $10,000.00 WM-12 Connect To Existing Watermain EA $1,000.00 2 52,000.00 WM-13 Watermain Test LS 52,300.00 1 52,300.00 WM-14 4"Ri -d Insulation SF $8.00 384 53.07200 Total Watermain Estimate Amount 5338,604.00 Section C - Storm Sewer Bid Estimate Item # Contract Item Unit Unit Price Quantity Amount ST-I IS" HDPE w/Sand Bedding LF $42.00 820 $34,440-00 ST-2 15" RCP Class 5 LF $49.00 1,229 558,992.00 ST-3 18" HDPE w/Sand Bedding LF $44.00 177 57,788.00 ST4 21"RCPClass4 LF $57.00 441 $25,137.00 ST-5 _ 24" RCP Ctass 3 LF 565.00 413 $26,945.00 ST-6 27" RCP Class 3 LF $75.00 265 $19,975.00 ST-7 42" RCP Class 3 LF 5150.00 24 $3,600.00 ST-8 15" FES w/rmsh Guard EA $1,220.00 1 $1,220.00 ST-9 42" FES W?rash Guard EA $3,586.00 1 53,586.00 ST-10 27"Catch Basin EA $1,295.00 2 $2,590.00 ST-11 24"x36"Catch Basin EA $1,656.00 5 $8,M.00 ST-12 48' Catch Basin Manhole (0'-I(Y ) EA $2,600.00 38 $98,800O0 ST-13 49"Manhole (O-10 EA $2,600.00 1 $7,600.60 ST-14 48" Manhole Extra Depth VF 5220.00 4 $936.00 ST-15 60" Catch Basin Manhole (0-10' ) EA 53,875.00 3 $11,625.00 ST-16 60" Manhole (0'-10' De ) FA $3,875.00 1 $3,875.00 ST-17 72" Manhole (9-10' Depth) EA $6.395.001 1 $6,395.00 ST-18 RIP RAP Class 111 CY $147.00 12 51,764.00 ST-19 Catchbaxin hrlet Protection (Grass) EA $0.01 13 $0.13 ST-20 Catchbasin Wet Protection(Street) FA 50.01 35 $0.35 ST-21 Connect to Fxisting EA 51,000.00 1 $1,000.00 ST-22 ST-23 4" Drain Tde (Street) 4" Dram Tde Clean Out LF $12.00 5,572.0 566,864.00 EA $155.00 3 5465.00 Total Storm Sewer Estimate Amount 538Q577.46 Project: 118100 Date: 11/1/2019 Section D - Streets Bid Estimate Item 8 Contract Item Unit Quantity Amount RD-1 Mobiltzatlon LS 1 $25,000.00 RD-2 Sawco Bituminous LF 141 $775.50 RD-3 Sub 'on SY 12,684 $19.660.20 RD4 24" Granular Fill (MnDOT 3149.2B) SY 1$9.20 12,055 $265,210.00 RD-5 12" Class 5 (MnDOf 3138) SY 11,111 $141,665.25 RD-6 2"Bituminous Base(MnDOT 2360 SPNWB330C) SY 9,135 S80,388.00 RD-7 Tack Coat(MnDGT 235 GL 514 $2,107.40 Rb8 tuminous Wear(MnD0T 2360 SPWEA340C) SY 9,135 S84,042.00 RDA Concrete MoummWe Curb & Goner LF $14.70 4,797 flO W 90 RD-10 Concrete B61 If Curb &Gutter LF $20A0 912 $18,331.20 RD-11 Adjust Gate Valve Box EA S300.00 13 $3,900.00 RD-12 Adjust Catch Basin Cash EA $1 WOO 35 $5,250.00 RD-13 Adjust Manhole Castro EA $400.00 20 $8,000.00 RD-14 Backfill Cub & Gutter and Grade Boulevard LF $1.25 5,699 $7.123.75 RD-15 MnDOT CAT 3 Blanket Back ofCnb SY S1.80 9,036 $16,264.80 RD-16 34" PVC Conduit X-in EA S275.00 3 S825.00 R3}17 SCorcrete Sidewalk w/4"Base SF $7.65 14,814 T113j27.10 RD-I8 Ped Ram EA S750.00 8 $6,000.00 RD-19 Street Name Si EA S !OF.0 5 52j00.00 RD-20 San Si EA $400.00 0.00 RD-21 T 3 Barricades w/ Fmure Street Si EA $550.00 43.00 RD-22 Restore Grading, Seed and Mulch Offer UtilityConstrued LS $2,500.00 0.00 RD-23 Restore Grading, Seed and MWch after Privme Utilities LS S2,500.00 0.00 RQ24 Restore Grading, Seed and MWch after Sidewalks LS $1,500.00 0.00 RIY25 Bituminous Wear (for Patching) TON $260.00 0.00 ]63&3,465.00 RD-26 Bituminous Base (for Patching) TON $260.00 0.00 RD-27 Class 5 (for Patching)TON $55.00 65.00RD-28 Traffic Control CR It7 LS $4,000,00 00.00 TONI Street Estimate Amount 10 Total Sanitary Sewer Fsemate Amount 135B,631.00 Total Waterman Estimate Amount $338,604.00 Total Stomn Sewer Estimate Amount 538Q5148 Total Sueet Estimate Amount 5894 884.10 TOTAL AMOUNT S1,978,696.58 Project'. 118100 Date: 11/1/2019 %23. pr,:IV? Nonconformities for structures in floodnlain: yH.r1h: Sec. 20-388. -Nonconformities. Continuance of nonconformities: A use, structure, or occupancy of land which was lawful before the passage or amendment of this article but which is not in conformity with the provisions of this article may be continued subject to the following conditions. Historic structures, are subject to the provisions of this section. (1) A nonconforming use, structure, or occupancy must not be expanded, changed, enlarged, or altered in a way that increases its flood damage potential or degree of obstruction to flood flows except as provided in subsection (2) below. Expansion or enlargement of uses, structures or occupancies within the Floodway District is prohibited. (2) Any addition or structural alteration to a nonconforming structure or nonconforming use that would result in increasing its flood damage potential must be protected to the regulatory flood protection elevation in accordance with any of the elevation on fill or floodproofing techniques (i.e., FP thm FP4 floodproofing classifications) allowable in the state building code, except as further restricted in subsection (4) below. (3) If any nonconforming use, or any use of a nonconforming structure, is discontinued for more than one year, any future use of the premises must conform to this article. (4) If any structure experiences a substantial improvement as defined in this article, then the entire structure must meet the standards of division 2 or division 3 of this article for new structures, depending upon whether the structure is in the Floodway or Flood Fringe District, respectively. (5) If any nonconformity is substantially damaged, as defined in this article, it may not be reconstructed except in conformity with the provisions of this article. The applicable provisions for establishing new uses or new structures in division 2 or division 3 will apply depending upon whether the use or structure is in the Floodway or Flood Fringe Districts, respectively. (6) If any nonconforming use or structure experiences a repetitive loss, it must not be reconstructed except in conformity with the provisions of this article. Substantial damage means damage of any origin sustained by a structure where the cost of restoring the structure to it's before damaged condition would equal or exceed 50 percent of the market value of the structure before the damage occurred. Flood Zone A: General Floodplain District unless floodway is delineated. Per Sec. 20-328(b) General Floodplain District is subject to Floodway District standards unless the floodway boundary is determined. Note: Residential structures are not allowed in the Floodway District, but are allowed in the Floodway Fringe District (subject to the standards in Sec. 20-367). I think that in order to rebuild he would need to go through Sec. 20-378's procedure for determining floodway boundaries and we would need to determine that it is a Floodway Fringe. We may want to consult with DRN/attomey to verify how the non -conforming use statutes interact. I think he could also try for a letter of map amendment to remove himself from the flood plain entirely, but that determination would be 100% out of our hands. COMMUNITY DEVELOPMENT DEPARTMENT Planning Division — 7700 Market Boulevard Mailing Address — P.O. Box 147, Chanhassen, MN 55317 Phone: (952) 227-1130 / Fax: (952) 227-1110 * CITY OFCHANHASSEN SUBDIVISION APPLICATION CHECKLIST Per Chanhassen City Code Section 18-40 Applications will be processed only if all requested items are submitted Prior to filing an application for a subdivision, the applicant shall attend a conference with city staff. The applic tion shall include the following: Completed Application Form. ;7Application idence of ownership or an interest in the property and recent copy of title commitment(withinthe last six months). fee (to be calculated as follows): �� A?I4kc eU6 11C1%A Type Fee Calculation Create three (3) lots or less $300 $300 Create over three (3) lots $600 plus $600 + ($15 x $15 per lot Metes & Bounds $300 plus $300 + ($50 x $50 perlot Consolidate Lots $150 $150 Lot Line Adjustment $150 $150 Notification Sign $200 $200 Property Owners' List within 500' of subject property $3 per address $3 x addresses = (City to generate, fee determined at pre -application meeting) 'Requires additional $450 escrow for attorney Final Plat` $250 costs. Escrow will be required for other applications through the development contract. Seven (7) full-size folded copies, including an 8%" x 11" reduced copy for each plan sheet along with a digital copy in TIFF -Group 4 (*.tif) format of the following: (1) Identification and description: a. Proposed name of subdivision, which shall not duplicate or be similar in pronunciation or spelling to the name of any other plat in the county. b. Legal description. c. Names and addresses of the record owner, subdivider, land surveyor, engineer, designer of the plat, and any agent having control of the land. d. Graphic scale not less than one inch to 100 feet. e. North arrow. f. Key map including area within one mile radius of plat. g. Date of preparation. (2) Existing conditions: a. Boundary lines of proposed subdivision. b. Existing zoning classifications for land within and abutting the subdivision. c. Acreage and lot dimensions. d. Location, right-of-way width, and names of existing or platted streets; locations of parks, buildings and structures, railroad right-of-way, easements, section lines and corporate boundaries within the proposed subdivision and to a distance 150 feet beyond. e. Boundary lines of adjoining platted or subdivided land, within 150 feet, identified by name and ownership including all contiguous land owned or controlled by the subdivider. 4 f. Topographic data within the property to be subdivided and 100 feet beyond the property boundary, showing contours as follows: two -foot intervals where slope is ten percent or less; five-foot intervals where slope is ten to 15 percent; ten -foot intervals where slope is greater than 15 percent. All areas of the subdivision to be platted with a slope greater than 25 percent must be clearly indicated. However, on undevelopable sections or larger acre lots topographic data may be reduced to significant physical characteristics, such as top and toe of slope, if in the opinion of the city the area is viewed as unsuitable for future subdivision. Location and elevations of on -site and abutting water courses, lakes, wetlands, rivers, streams, and marshes at date of survey and their ordinary high water mark plus approximate high and normal water elevations shall also be shown. A wetland delineation report and surveyed wetland line for all jurisdictional wetlands on or within 100 feet of the property boundary shall be submitted. The delineation shall be no more than three years old, unless accompanied by documentation demonstrating the delineation has been reviewed in the past three years and is accurate or revised to reflect changes on -site. Floodplain areas, location of wooded areas, rocky outcrops, power transmission poles and lines and other significant physical features shall also be shown. g. Location, size and approximate grade of proposed public sewer and water mains. If public sewer is not available, the developer shall provide community sewage treatment system (CSTS) for subdivisions in excess of two lots. If public sewer and water are not available, the developer shall provide site evaluation data required by "Minnesota Rules Chapter 7080 Individual Sewage Treatment Systems Standards" and Chapter 19, Article IV, of the Chanhassen City Code, to determine the suitability of the site for individual sewage systems. The following data is required for review: 1. Location of two drainfield sites per lot or per CSTS site. 2. Two soil borings on each drainfield site for a total of four soil borings per lot or per CSTS site and two percolation tests per drainfield site for a total of four percolation tests per lot or CSTS site. 3. The infiltration area shall be based on the anticipated wastewater generated from all sources that could use the CSTS. 4. All plans for a CSTS shall be prepared by a licensed designer and qualified Minnesota Professional Engineer. h. An accurate soil report indicating soil conditions, permeability and slope. i. Utilities on or adjacent to the property, including location, size and invert elevation of public sanitary and storm sewers, catch basins and manholes; location and size of water mains and hydrants; location of gas mains, high pressure lines, fire hydrants, electric and telephone lines, and street lights. The direction, distance to, and size of such facilities shall be indicated. j. Location of any wetlands. k. Within the Bluff Creek Overlay (BCD) District, the application shall also include: 1. Identified boundaries of the primary zone and secondary zone on a drawing depicting existing conditions and on a site plan depicting the proposed development pattern. 2. Calculations and/or drawings that identify the allowable density (number of units or building coverage) under this Code, including lands lying in the primary and secondary zone. Calculation of allowable density shall specifically exclude lands classified as bluffs, floodplains and designated wetlands. Calculation of allowable impervious cover may include bluffs and floodplains but shall specifically exclude designated wetlands. Proposed design features: a. Layout of proposed streets showing the proposed names, the right-of-way widths, centerline gradients and typical cross -sections. Street names shall be assigned or approved by the city. b. Location and width of proposed trails, sidewalks and utility easements. (4) Sup mentary information: Statement of the proposed use of lots stating type of buildings with number of proposed dwelling units or type ,9f business or industry to reveal the effect of the proposed development on traffic, fire hazards and density of /population. ,. i� �, �r Vi Any proposed protective covenants. — 41.�i.� � -� � F1VE;b 0 Svc • A drainage plan for the area indicating the direction and rate of natural stormwater runoff and those unaltered areas where stormwater collects and percolates into the ground. A proposed drainage plan for the developed site indicating the direction and rate of runoff, the path of all stormwater discharge to the public stormwater infrastructure and those areas where stormwater will collect and percolate into the ground shall also be included. Storrnwater management shall be consistent with the citys surface water management plan. A proposed grading plan shown at contour intervals appropriate to the topography or spot elevations indicating the relationship of proposed changes to existing topography and remaining features. 1. All proposed retaining walls must be shown on the plan. The top and bottom elevations of the wall must be noted. (a) The design shall comply with the Minnesota Department of Transportation (MnDOT) standards for retaining walls. (b) Retaining walls over six feet in height located within ten feet of any public way (sidewalk, street, trail, alley, etc.) shall have have a fence or other barrier, such as a berm or landscaping, to impede access to the retaining wall when the public way is adjacent to the top of the retaining wall. (c) Fences or berms shall be installed no closer than 18 inches from a sidewalk or trail. (d) Landscaping between staged retaining walls should be low or no maintenance. (a) The following materials are prohibited: Smooth face concrete (poured in place), however, stamped or patterned concrete face may be acceptable, masonry (mortared), railroad ties and timber. (f) Maintenance and repair of retaining walls, which cross lot lines, built in conjunction with the subdivision shall be the responsibility of the developer, and upon completion of the project, the homeowners association. /The preliminary and final grading plans must be 50 scale or larger. The grading plan must comply with the following design standards as well as the requirement of chapter 7 of the Chanhassen City Code: (a) The lowest floor elevation must be minimum three feet above the highest known groundwater elevation and must meet the minimum requirements set forth in subsection 20-481(e)(1). (b) If an emergency overflow route is adjacent to the property, the lowest building opening must be minimum one foot above the emergency overflow. (c) The style of home (e.g., slab on grade, split entry, lookout, walkout, full basement) must be noted on the plan. (d) The standard lot benching detail for each proposed style of home must be shown. (e) Drain tile service must be provided to all properties where runoff will flow from the back to the front of the lot. (f) Identify proposed soil stockpile areas and note stabilization measures that will be taken. (g) Custom graded lots may be allowed subject to the city engineer's approval. (h) If any zoning changes are contemplated, the proposed zoning shall be specified. (i) Where the subdivider owns property adjacent to that proposed for the subdivision, a general development plan of the remaining property depicting the possible relationships between the proposed subdivision and the future subdivision. The plan shall address the overall land use, traffic circulation, utility easement configurations, and general lot layouts. Q) A soil erosion and sediment control plan, as well as a copy of the stormwater pollution prevention plan (SWPPP), as required by the Minnesota Pollution Control Agency (MPCA) as part of the National Pollutant Discharge Elimination System (NPDES) permitting process. The plan shall include a timing schedule and sequence of operation indicating the anticipated starting and completion dates of the particular development segment and the estimated time of exposure of each area prior to completion of effective erosion and sediment control measures. Gradients of waterways, design of velocity and erosion control measures, and landscaping of the erosion and sediment control system shall also be shown. (k) A vegetation preservation and protection plan to provide stabilization of erosion or sediment - producing areas. (1) Required variances. (m) Water distribution system. (n) Proposals for street lighting, curb and gutters, sidewalks and boulevard improvements. (o) Such other information as may be requested by the city. (p) Photocomposite images, artistic renderings, or site elevations which depict the visual impact of the proposed development's design, landscaping, street layout, signage, pedestrian ways, lighting, buildings, or other details that affect land use within the city shall be submitted. Such images and renderings shall be from key vantage points and provide an undistorted perspective of the proposed development from abutting properties, less intensive land uses, and/or from entryway locations. Appropriate levels of resolution for the visualization shall be used from flat shading for massing studies and preliminary design to photorealistic imaging for final design. . A tree survey of the site shall be prepared by a registered landscape architect, licensed forester, or other professional approved by the city. This survey shall include the species, DBH size, condition, location of all trees over ten inches in diameter and any damaged or diseased trees on site. All significant special, damaged or diseased trees shall be tagged and identified by number on the survey. A delineation of the existing canopy coverage area(s) which outlines all areas covered by tree canopy shall be included as part of the survey. Additionally, all damaged and diseased trees shall be cataloged with the nature and extent of any damage or disease specified. Based on this survey and either site observation and measurement or a current aerial photograph (taken within one year of the date of plan submittal) interpretation, the following shall be calculated: 1. Base line canopy coverage. 2. Minimum canopy coverage requirements. WATERSHED I PROJECT: 118100 STORM FREQUENCY 10 YR DATE: MIM019 TYPE OF PIPE VARIES BY: MSN MANNINGS'N 0.013 ***FOR USE WITH MNDOT ATLAS 14 DATA*** LOCATION AREA COEFFICIENT TIME OF CONC. INTEIISTTY FLOW O =CIA PIPE DESIGN PROFILE CATCHMENT/ FROM TO INC. CUM. INC INC CUM. TC TC CUM. INC. CUM. INC CUM. DIAM. GRADE MAX FULL LENGTH RIM INVERT INVERT JUMP BUILD COVER BUILD COVER DESIGN COMMENTS REACH STRUCTURE STRUCTURE A A C CA CA (LAND) (PIPE) TC I I Q 0 (IN) % O V (FT.) ELEV. (IN) (OUT) (OUT) (IN) (IN) (OUT) (OUT) ,,CB20S TO CBMH2DS AM 470 CB-470 CBMH409 1.193 1.193 0.33 0.39 0.3% 10.00 D.95 10.00 5.63 5.63 2.22 5.63 L83 2.38 2.22 1 15.00 0.40 4.08 3.30 18700 1002.32 998.82 998.07 150 2.06 7.BT 6.23 DESIGN ACCEPTABLE 462 CB-062 CBMH-061 D.605 DIM 0.70 OA2 0.423 10.00 0.15 tQ00 238 15.00 0.40 4.08 ]d0 29 00 100323 9m.23 9m.11 L00 256 4.12 26B DESIGN ACCEPTABLE 461 CBMH-06I CBMH-4 0.648 1S 0.71 am 0.884 10.00 0.14 10.15 5d3 5.63 2.60 0.98 15.00 0.60 6.00 4A4 3394 1003.23 999.11 998.91 L12 2.68 4116 3A1 DESIGN ACCEPTABLE 460 CBMH-060 CBMH-4 0.494 7.Ta 0.56 am 1.1 99 10.00 0.09 1029 5.63 L63 j 1.66 $43 15.00 1.05 6.61 am 3021 1003.76 9N.91 M59 4d5 3AII L34 3d0 DESIGN ACCEPTABLE 455 CB455 CBMH-4 0.0N 0.668 0.64 OM OA26 10.00 0.16 10.00 5.63 S.N Lm 239 15.00 OM 0.D8 3d0 3124 991 936.77 i 9N.N 4.00 2be "1 3d7 DESIGN ACCEPTABLE 451 CB451 CBMH-050 0.677 Od77 0.08 OA6 0.463 10.00 0.16 10.00 5.03 5.63 2b1 261 15.00 0.40 CD8 3.30 29.W 990.77 986.T7 986.66 0.00 2m 4.12 2d8 DESIGN ACCEPTABLE 450 CBMH450 CBMH-005 0.651 1327 011 am 0.927 10.00 0.05 10.15 5.63 6.63 2A 5.22 15.00 4.65 13.91 11.24 34.53 990.T7 986.66 N6.06 _ Lit LN 3.94 2.60 DESIGN ACCEPTABLE 445 FES-045 CBMH444 D.000 0.000 0.00 0.00 0.000 10.00 0.18 10.00 5.63 5.63 0.00 am 15.00 1.04 am 5.32 56.02 980.09 88257 981.98 L74 MI DESIGN ACCEPTABLE 444 CBMH-044 CBMH-443 0.000 0.000 0.00 0.00 0.000 70.00 024 10.18 5.83 Sd3 0.00 0.00 75.00 0.60 6d0 0.01 5728 988.73 981.99 961.84 N1.84 981.13 0.74 3.37 Mt 207 DESIGN ACCEPTABLE 473 CBMH443 CBMH-041 0.10 DAS6 0.47 OAS Od77 10.00 DAD 19A7 5.63 5.63 a." 0A4 15.00 0.40 4AS MID 128.45 985.15 3b1 2.DT 3.75 3.31 DESIGN ACCEPTABLE 441 CBMH441 C13MH440 0208 0.3T3 0.43 0.09 DAN 10d0 92B 11.N 5.63 5.37 0.50 Ode 15.00 0.40 LN 3.30 57.03 9&1.N 981.13 980.90 ].75 2b1 6.11 L89 DESIGN ACCEPTABLE 440 CBMH440 CBMH404 Milo 6260 0.62 027 4.713 10.00 024 13.39 5.63 4.93 a.m 2322 24.00 1.10 ELT4 TAB 10920 987.02 9N.75 978.95 8.87 4.N 5.18 3.99 DESIGN ACCEPTABLE 435 CB-035 CBMH-025 0237 III= 0.75 0.18 0.178 10.00 0.16 10.00 5.63 5.63 1.00 1.00 15.00 0.35 3.82 3.08 30.14 997.33 993.33 993.22 4AO 2b6 427 2N DESIGN ACCEPTABLE 434 CB434 CBMH426 0.614 0.614 6.73 OAS OA49 10.00 0.11 10.00 5.63 5.0 2.51 L61 15.00 0.70 SAO 0.m 29.43 999.83 996.03 995.0 4.00 2.56 0.m 2d8 DESIGN ACCEPTABLE 433 FES-033 CBMH-031 0.000 OdW 0.0D am 0.000 tO.OD 020 10.00 5.03 L63 O.DO 0.D0 15.00 0.35 3.82 3.08 37.18 100D.52 999.00 MOT 7.65 BdB DESIGN ACCEPTABLE 432 CBMH432 CBMH-029 0.858 Od6t 0.60 Ob2 0d18 10.00 0d7 10d0 5.63 6.N 2.92 2d2 15.00 200 9.13 7.37 29.00 1003.78 999.78 99920 L00 2AS 4.58 3.14 DESIGN ACCEPTABLE 431 CBMH-431 CBMH-430 0.542 ILM 0.45 025 02m 70.00 020 1029 5.63 5d3 1.40 t.10 HIM 0.35 3d2 3A8 36M 1006A0 998.W 9m.74 7.63 am 6.75 LU DESIGN ACCEPTABLE 430 CBMH430 C13MH429 0.474 7d16 0.70 0b3 Ob76 10.00 DAD 10A0 5.63 S.63 1.86 326 15.00 0d5 sm 3.09 N20 1005.50. 998.74 9NA3 6.T6 632 5.34 3M DESIGN ACCEPTABLE 429 CBMH429 CBMH428 0304 L1T8 0.0 0.16 1257 10.00 am 10b7 5.63 563 SA3 6b7 0.91 0A0 7A8 18.00 0.50 TA2 4.17 85.89 100378 m8.18 997.75 Sb9 1.91 Les 4A6 DESIGN ACCEPTABLE 428 CBMH428 CBMH-0427 0.108 22N 0.73 0.N 1dm 10.00 029 11.72 7.17 18.00 0.50 TAZ 4.17 72.85 1004.40 997.76 997.39 645 Ode 7b9 5.90 DESIGN ACCEPTABLE 427 CBMH427 CBMH426 0.0m 2.3N 0.59 0.04 1.]71 10.00 1.24 11.61 5.63 6.37 020 7.36 18.00 D.55 7.79 4.37 325.00 1004.98 997.39 996.60 7b9 5.90 4.32 2N DESIGN ACCEPTABLE 426 CBMH426 CBMH425 0.549 3.6N 0.70 OMB 2.199 10.00 029 1275 5.53 5.13 216 1129 18.00 1.62 13.m 7.N 130.42 989.93 998be 89328 4.66 4.62 im 2A3 /.22 L79 2.m 2IM DESIGN ACCEPTABLE DESIGN ACCEPTABLE 425 CBMH425 CBMH424 0275 CO20 0.09 0.19 2MT 10.00 0.13 13.04 5.63 0.13 13.17 5.63 4.93 1.07 12d6 18.00 246 IL43 922 73.75 MAD m297 991.17 424 CBMH-024 CBMH-023 0.083 L/03 0.55 0.N 2.613 10.00 4M 028 12d7 18.00 4.75 72.N 12N 100.97 W5.38 m1.17 9N.37 L18 i.N 4.22 L67 DESIGN ACCEPTABLE 423 CBMH-023 CBMH422 0.050 L1e2 0.70 0.04 2.856 10.00 020 13.30 5.83 4.93 023 13AS 18.00 3.45 19.N 10.94 130.65 980.59 988.37 951d6 422 L53 L74 2.56 DESIGN ACCEPTABLE 422 CBMH-022 CBMH-021 0.755 L378 D.80 0.N 2.748 10.00 a.% 13M 5.63 L93 am 13 M, 18.00 1.70 13.69 7.N 29.00 988.10 N7.86 N1.]7 424 2M LT] 3.04 DESIGN ACCEPTABLE 421 CBMH421 CBMH420 0.553 4MI BAD 0.36 3.1N 10.00 D.O6 13M 5.63 4.93 L03 IL32 18.00 2.20 15.57 8.74 33.94 986.10 N1.37 900.62 LT3 ].04 4.60 262 DESIGNACCEPTABLE 420 CBMH420 CBMH-0G4 0.324 5.7N 0.76 0.24 3.363 10.00 10.00 0.07 023 13.63 10.00 5.63 5.63 4.93 L63 1.38 1.10 16.52 1.10 21.00 15.00 125 0.40 17.72 7.30 0.a8 3d0 29.00 45.89 9B5.13 995.52 980.37 994.00 980.01 993.82 4.75 242 5.12 6.6T 3.18 TA4 DESIGN ACCEPTABLE DESIGN ACCEPTABLE 414 FES414 CBMH412 0.391 Ob91 0.50 0.78 DAN 413 FES413 CBMH411 0.737 0.737 028 0.20 0.201 tO.OD 023 10.00 5.83 L83 1.13 1.73 75.00 0.40 0.08 ].]0 46.12 995.52 994.00 m1d2 8.83 820 DESIGN ACCEPTABLE 412 CBMH412 C13MH411 0.ffi0 0.7N 0.64 023 0.424 10A0 024 1023 5.03 0.N 129 2m 15.00 0.40 4.07 329 40.94 1002W 993.32 993.63 SUIT 7A4 8.82 8dt DESIGN ACCEPTABLE 411 CBMH411 CBMH410 02U 1.7N 0.71 0.16 Ole? 10.00 10.00 0.73 am 10A7 1120 5.63 5.63 6.61 5.37 a." 0.20 4A3 4A2 18.00 19.00 0.34 0.30 6.09 3A2 5.75 323 14925 113.41 1003.45 1006.62 993.38 992N 99288 m1S4 10.07 IIm 11.74 12A5 DESIGN ACCEPTABLE 410 CBMH410 CBMH409 0.052 1.767 0.70 0.04 D.823 13.T4 12.08 1320 11.61 DESIGN ACCEPTABLE 409 CBMH409 CBMH-008 0.189 3.7m 0.72 0.14 1.353 10.00 am 11.78 5.63 Sb7 0.77 7.26 18.00 0.50 7A2 0.1T im.04 1005.74 99L64 9B7db 1320 11b7 1LN 10A0 DESIGN ACCEPTABLE 408 CBMH-408 CBMH4D7 0266 L162 0.71 0.19 2.701 10.00 Obi 12m 5.63 5.13 1.06 13.86 18.00 1.75 1&89 7.T9 238.79 1003.N 991.85 907.70 12N 10A0 735 Sb8 DESIGN ACCEPTABLE 407 CBMH407 CBhGf406 0.393 5.646 0.72 028 2.992 10.00 028 12.84 5.63 5.13 1.59 1&31 21.00 1.65 2016 Bb9 139.32 994.95 WTA5 986.16 7.N 5.N 5d9 0.N DESIGN ACCEPTABLE 406 CBMH-406 CBMH405 0.194 SA07 a-% 0.11 3b21 10.00 0.14 13.12 5.63 4.93 044 17.m 21.00 2.00 22A1 924 79.00 MAS 985.16 983" SA9 LN SA2 3A8 DESIGN ACCEPTABLE 405 CBMH405 CBMH440 0.01:1 7.TT7 0.73 0.03 4AT9 10.00 0.13 1326 5.63 4.93 0.18 22d7 2100 2.00 2IAl 924 M35 N&99 M.N N211 SA2 ].46 4.90 2.86 DESIGN ACCEPTABLE 404 CBMH404 CBMH403 02m iLSN 0.62 0.16 =4 10.00 0.9 N.TO 5.03 4.93 0.03 40A7 3.00 i00 41b7 6d0 294-M 985.13 97846 97LW fide ld9 7do 621 DESIGN ACCEPTABLE 403 CBMH403 CBMH-002 0.390 1/.N4 Q7/ 02D 6.K7 10.00 021 1/.L Sb3 L74 1b8 N28 m.00 1A0 41.W 8.]0 10207 983A0 976b0 9T4A6 220 7A0 621 TAS L78 DESIGN ACCEPTABLE 402 CBMHA02 STMH401 1.389 1SA72 0.70 OA7 DAN 10.00 0.13 14AS 5.63 L74 SA6 44dB m.00 3.25 7L03 14.96 120.75 981.96 e72m 968.36 9.N B.m 5.23 2A5 DESIGN ACCEPTABLE 401 S1MH401 FES-000 0.000 7SA72 0.00 0.00 9AN 10.00 0.12 14.63 SM C74 0.D0 44.m 42.00 025 NA2 a.m 37.76 973.59 966.09 N6.00 eb0 481 DESIGN ACCEPTABLE WATERSHEDI PROJECT: 118100 STORM FREQUENCY 10 YR DATE: 7/16/2019 TYPE OF PIPE VARIES BY: MSN MANNINGS' N 0.013 ***FOR USE WITH MNDOT ATLAS 14 DATA*** LOCATION AREA COEFFICIENT TIME OF CONC.INTENSITY FLOW(Q)=CIA PIPE DESIGN I PROFILE CATCHMENTI FROM TO INC. CUM. INC INC CUM. TC TIC CUM. INC. CUM. INC CUM. DIAM. GRADE MAX FULL LENGTH RIM INVERT INVERT JUMP BUILD COVER BUILD COVER DESIGN COMMENTS REACH STRUCTURE STRUCTURE A A C CA CA (LAND) (PIPE) TIC 1 I Q Q (IN) % Q V (FT.) ELEV. (IN) (OUT) (OUT) (IN) (IN) (OUT) (OUT) "-- - Mw-_ CB206 TO CBMH2O5 T - 362 CB-36'_ CBMH-361 1.123 1.123 0.36 0.41 0.410 10.00 039 10.00 5.03 5.63 2.31 2.31 15.00 131 7.39 5.97 138.09 972.00 968.50 966.69 _ 3.50 2.06 3.51 _ 2.0] DESIGN ACCEPTABLE 361 CBMH-361 FES-360 _ 0.183 1.305 0.34 0.06 0.473 10.00 0.53 10.39 5.63 S.BS 0.19 2.66 15.00 0.80 5.77 4.66 148_14 __ 9]0.20 966.19 965.00 _ 4.01 2.50 DESIGN ACCEPTABLE WATERSHEDI PROJECT: 118100 STORM FREQUENCY 10 YR DATE: 7/16/2019 TYPE OF PIPE VARIES BY: MSN MANNINGS' N 0.013 ***FOR USE WITH MNDOT ATLAS 14 DATA*** LOCATION I AREA COEFFICIENT I TIME OF CONC. INTENSITY FLOW Q=CIA I PIPE DESIGN I PROFILE CATCHMENT/ FROM TO INC. CUM, INC INC CUM. TC TC CUM. INC. CUM. INC CUM. DIAW GRADE MAX FULL LENGTH RIM INVERT INVERT JUMP BUILD COVER BUILD COVER DESIGN COMMENTS REACH STRUCTURE STRUCTURE A A C CA CA II ANDI IPIPFI TC 1 1 0 0 (INI % O V FT ELEV. IIN) (OUT) TOUT) (IN) (IN) (OUT) (OUT) 0.10/ OAB 0.05 _._ .-__• .. _, - - C_B206 TO C_BMH2O5 028 0.26 15.G0 828 025 0.54 15.00 1 2.45 18.57 15.00 81.59 59625 992.75 985.99 3.50 2.06 3.51 2.07 DESIGN ACCEPTABLE 10.10 SAS 8L59 1 989.50 985.99 984A0 3.51 2.07 3.50 2.07 DESIGN ACCEPTABLE 374 CB-374 CBMH-373 OA04 0.050 10.00 _ 0.09 10.00 0.095 10.00 0.17 10.D9 5.83 SA3 373 CBMH-373 CBMH-372 0.096 0200 OAT 0.05 5.63 5.63 372 CBMH-372 CBMH-371 0.109 0.309 0.49 OA5 0.149 10.00 OA4 1026 5.63 5.63 0.30 OA4 15.00 0.35 322 3.08 81.59 987.50 954.00 983JI 3.50 2.07 3.79 2.35 DESIGN ACCEPTABLE 371 CBMH-371 CBMH-370 0.185 OA74 OAO OAT 0215 10.00 OA3 10.70 5.63 5.63 0.39 121 1&00 0.35 3.82 3.09 80.16 987.50 983.11 983A3 3.78 2.35 4A7 283 DE51GN ACCEPTABLE 370 CBMH-370 CBMH-311 0.673 1.047 OA7 024 OA52 1 10.00 0.79 11.13 5.63 Sit 193 2A3 15.00 0.35 3A2 3.% 145.75 987.50 983A3 982.92 4AT 263 9A6 BA3 DESIGN ACCEPTABLE 351 C5-351 CBMH-350 0.405 OA06 0.42 0.17 0.169 10.00 0.10 10.00 5.63 5.63 OAS 0.95 15.00 4.55 13.76 11.12 65.50 1002.50 999.00 995.97 3.50 2.06 3.53 2.09 DESIGN ACCEPTABLE 350 CBMH-350 CBMH-349 0.2% 0.693 0.48 0.13 0.300 10.00 026 10.10 5.63 5.63 5A3 0.74 126 1.69 2.95 15.00 16.00 2.30 0.95 9.79 629 7.91 5.08 125.44 80.99 999.50 996.64 995AT 993.09 993.09 992.32 9.53 3A6 2A9 2.12 3.56 3.56 2.12 2.12 DESIGN ACCEPTABLE DESIGN ACCEPTABLE 349 CBMH-349 CBMH-348 0.459 1.152 0.49 022 0.524 10.00 02T _ 10.36 5A3 348 CBMH-346 CBMH-347 0.343 IA95 0.44 0.15 GATT 10.0D 0.35 10.63 5.63 5.83 O.BB 3.81 15.00 0.35 3.82 3.08 55.00 995.88 992.32 992.08 3.58 2.12 421 2.77 DESIGN ACCEPTABLE 347 CBMH-347 CBMH-346 0.169 1.BB4 0.51 0.10 0.773 10.00 029 10.98 5.63 SA3 Sit 0.54 1.51 4.36 5.59 15.00 15.00 210 0.75 9.35 5.59 7.56 4.52 130.00 WOO 996.30 992.90 992.09 989.36 989.36 9%.87 421 3.54 277 2.10 3.54 4A3 2.10 Y.% DESIGN ACCEPTABLE DESIGN ACCEPTABLE 346 CBMH-346 CBMH-345 0.537 2221 0.50 027 1.041 10.00 024 11.27 5.63 345 CBMH-345 CBMH-344 0.107 2.189 0.48 OAB 1.121 10.00 0.22 11.51 5.63 6.37 OAS 6.01 18.00 0.35 621 3A9 48.64 992.90 988.63 988A8 428 2.59 5.03 324 DESIGN ACCEPTABLE 344 CBMH-344 CBMH-343 0246 2.635 0.50 0.12 120 10.00 027 11.73 5.63 5.37 OA9 6.67 10.00 0.45 7.04 3.95 85.19 993.49 988A8 8%d7 SAS 3.34 5.73 0.M DESIGN ACCEPTABLE 343 CBMH-343 CBMH-342 0.149 2784 0.47 0.07 1.313 10.00 027 12.01 5.63 5.13 OA9 6.74 18.00 0.45 7.04 335 65.19 993.90 MAT 987.87 5A1 4.04 L30 3.61 DESIGN ACCEPTABLE 342 CBMH-342 CBMH-341 02B2 3.066 0.43 0.12 1A35 10.00 0.35 12M 5.8:1 5.13 0.SB 7.36 18-OD OS0 7A2 4.17 86.89 9017 937.87 987A4 5.30 3.61 6A1 432 DESIGN ACCEPTABLE 341 CBMH-341 CBMH-340 0.358 3.423 0.52 0.19 1.620 10.00 0.10 12A3 5A3 5.13 1.04 9.31 18.00 0.65 BAS 4.75 29.03 993.45 98TA4 98725 6.01 !22 820 4A1 DESIGN ACCEPTABLE 340 CBMH-340 CBMH-322 0.508 3.931 0.74 0.39 1.996 10.00 0.53 1273 5.63 5.13 2.12 10.24 18.00 1.00 10.50 5.89 188.57 993.46 98725 985.17 620 4.51 8.60 ebt DESIGN ACCEPTABLE 339 CB-339 CBMH-323 0.237 0.237 0.66 0.18 0.160 10.00 CLOT 10.00 5.63 5.63 0.90 0.90 15.00 2AD 9.13 Tat 29.00 994.39 990.39 989.81 4.00 2.6 0.SB 3.14 DESIGN ACCEPTABLE 339 CH-338 CBMH-325 1.101 1.101 0.70 0.7T 0.770 10.00 0.07 ICAO 5.63 5.63 4.34 4.34 15.00 2.00 9.13 7.37 29.00 993.97 989.97 989.39 4A0 2.56 4A6 3.14 DESIGN ACCEPTABLE 337 CB-337 CBMH-328 0.425 OA25 0.% 029 02% 10.00 097 t0A0 5.63 5.83 tA2 1.82 15A0 275 10.70 BAS 38.% 1001.07 997.07 998A8 4A0 2A8 ]94 257 DESIGN ACCEPTABLE 336 CB-336 CBMH-335 0233 0233 0.59[V0.140.137.137 1000 0.17 10.00 5.63 5A3 0.77 0.7T 15.00 1.00 OAS 321 54.00 1019.35 1015.35 1014A1 4.00 2A6 4.17 273 DESIGN ACCEPTABLE 335 CBMH-335 CBMH-334 0.0D0 0233 0.00.137 10.00 O113 10.17 5.83 5.63 OAO 0.77 15.00 1.90 8A9 7.19 271.36 1018.98 1014.81 1009.85 4.17 2.73 424 220 DESIGN ACCEPTABLE 334 CBMH-334 CBMH-333 0.808 um 0.09.691 10.00 0.09 10.80 5.63 5A3 3.12 3A9 15.00 1.00 BA5 521 29.43 1013.89 1009.65 1009.36 424 2.80 4.63 DESIGN ACCEPTABLE 333 CBMH-333 CBMH-332 0288 U30 0.58.856 10.00 OAT 10.90 5.63 5A3 0.93 492 15.00 2.80 10.% 8.72 34.34 1013.99 1009.36 100BAO 4.83 3.19 4.01 DESIGN ACCEPTABLE 332 CBMH-332 CBMH-331 0.0% 12% 0.64.893 10.00 0.11 10.96 5A3 SA3 021 5A3 15.00 0.65 520 420 29.00 1012.40 1008AD 100821 4.01 2A7 4.19 DESIGN ACCEPTABLE 331 CBMH-331 CBMH-330 0.047 1A34 0.650.924 10.OD 0.15 11.08 5A3 5.37 0.17 496 15.00 2.85 10.89 BAO 76.84 1012.40 100821 1006.02 0.19 276 1.08 DESIGN ACCEPTABLE 330 CBMH-330 CBMH-329 0.087 1.521 0.640.979 10.00 0.14 1122 563 5.37 021 525 15.00 5.30 14.85 12.00 100.34 101009 1006.02 1000.70 4.08 2A4 0.10 f DESIGN ACCEPTABLE 329 CBMH-329 CBMH-328 0.178 1.697 0.691.101 10.D0 0.11 11.36 5.63 5.37 0.69 5.91 15.00 5.70 15AI 124E 82.85 10D4.80 1000.70 995.99 4.1D 2.% 0.02 DESIGN ACCEPTABLE 328 CBMH-328 CBMH-326 0.131 2263 0.701.481 10.00 0.16 11A7 5.63 5.37 0.52 7.95 15.00 3.60 1224 9.89 91.79 1000.01 995.99 992.69 4.02 2A8 4.01 DESIGN ACCEPTABLE 326 CBMH-326 CBMH-325 0.164 2A1T 0651.%7 10.00 025 11A3 5.63 5.37 OAO 8.52 15.00 2.30 9.79 7.91 118.97 996.70 992.69 989.95 4.01 2A6 4.02 DESIGN ACCEPTABLE 325 CBMH-325 CBMH-324 OAT7 3.994 0.68 0.31 2AT1 10.00 OA2 11AB 5.63 S.37 1.77 14.33 21M 0.85 %61 6.02 152M 993.97 988.89 987.59 5A8 3.14 7.37 DESIGN ACCEPTABLE 324 CBMH-324 CBMH-323 OA37 4Al2 0.52 OA2 2A97 10.00 037 12.30 5.63 5.13 0.11 13.31 21.00 0.80 14.17 5A4 130M 994.95 987.59 956A5 7.17 SA4 7A4 DESIGN ACCEPTABLE 323 CBMH-323 CBMH-322 0.161 4A29 0.59 0.10 2.947 10.00 0.15 1267 5.83 5.13 0.54 15.12 21.00 0.95 1SA4 6.37 55.58 994.39 986.55 986.02 7.84 5.90 7.85 5.91 DESIGN ACCEPTABLE 322 CBMH-322 CBMH-321 0.135 8A95 0.73 0.10 5.641 10.00 026 13.26 5.63 4.93 0.56 20.64 24.00 125 25.30 7.99 123.66 MAT 984.87 983.32 9.00 6.31 8.74 6.55 DESIGN ACCEPTABLE 321 CBMH-321 CBMH-320 0281 8.756 0.73 0.19 5.231 WOO 028 13.52 5.83 4.93 1.07 25.T7 24.DO 1.30 25.80 8.15 135.78 992.06 981.32 981.56 8.74 6.55 7A1 523 DESIGN ACCEPTABLE 320 CBMH-320 ST II-305 0.184 8.941 0.72 0.13 5.364 10.00 0.13 13.80 5.63 4.93 0.75 26A3 24.00 1.40 28.TS BA5 63.95 968.97 981A6 980.66 7A7 5.23 795 5.76 DESIGN ACCEPTABLE 317 CB-317 STMH-305 0.546 0.548 0.64 0.35 0.348 10.00 0.09 10.00 5A3 5.63 1.96 196 15.00 2.00 9.13 722 35.65 988.40 984.48 95311 4.00 _2.56 _ 4.90 3A6 DESIGN ACCEPTABLE 316 CB-316 CBMH-314 0286 02% 0." 0.13 0.127 10.00 0.19 10.00 5.63 5.63 0.71 0.71 15.00 3.40 11.90 9A7 110.73 9%.70 98520 981.44 3.50 2.06 3A5 ml DESIGN ACCEPTABLE 315 CB-315 CBMH-314 0.640 0.640 0.46 029 0292 10.00 028 10.00 5.63 5.63 1.64 1.84 15.00 4.05 12-99 10A9 176.87 994.10 98BAD 981.44 5.50 4.06 MS 2.11 DESIGN ACCEPTABLE 314 CBMH-314 CBMH-313 1.962 2A88 0.38 0.75 1.170 10.00 0.83 102E 5.B3 5.83 424 5.59 18.00 OAO 6.64 3.73 185.43 984.99 981.19 980.44 3.80 2.11 7.39 510 DESIGN ACCEPTABLE 313 CBMH-313 CBMH-306 0.709 3.598 0.62 OA4 1.011 10.00 OA3 11A1 5.63 5.37 248 8.65 21.00 0.35 9.37 3A6 29.00 987.83 980.19 980.09 7.64 510 7.7/ SAO DESIGN ACCEPTABLE 312 CB-312 CBMH-311 0.621 0.621 0.64 OAO OJ% 10.00 0.16 10.00 5.53 SA3 224 224 15.00 0.35 3A2 3A8 29.00 992.76 98816 988.66 4.00 2.56 4.12 2B6 DESIGN ACCEPTABLE 311 CBMH-311 CBMH-310 0.8% 2557 0.73 OAS 1.501 10.00 0.33 11.92 5.63 5.37 3A7 8.06 18.00 0.50 8A3 4.56 89.44 992.78 982AT 982.13 10.11 SA3 7A6 5A8 DESIGN ACCEPTABLE 310 CBMH-310 CBMH-309 0.129 2.666 0.82 0.OB IA81 10.00 0.12 12.25 5.83 5.13 OAS 8.12 18.00 0.00 8.13 0.% 33.14 989.68 982.13 %1.93 7A5 SA6 TAT Ste DESIGN ACCEPTABLE 309 CBMH-309 CBMH-308 70 N SA40 0.72 0.54 2.123 10.00 021 12.37 5.53 E13 3.05 10.% 21.DO 0.50 1120 4.62 56.91 989.40 987.68 981 AO 7.72 5.78 7A8 5.52 DESIGNACCEPTABLE 309 CBMH-308 CBMH-307 OA37 4276 0.72 OAO 2.721 10.00 027 12.57 5.63 5.13 3.37 13.97 21A0 0.80 14.17 5.04 93.56 988.06 981AO 980.65 TAB 5A2 7m 5-0 DESIGN ACCEPTABLE 307 CBMH-307 CBMH-306 0.090 4.366 0.00 OAS 2775 10.00 02D 1254 5A3 SAS 0.30 1424 21.00 O85 10.61 6.02 72.14 988.18 980.65 980.04 7.53 5A9 7.79 SAS DESIGN ACCEPTABLE 306 CBMH-306 STMH-305 0.12D BLOB! 0.69 OAS 4A% 10.00 021 1394 5m 493 OAS 2202 24.00 0.95 22.06 8.96 88.85 987.83 979.79 978.94 GA4 5.36 9A8 7A8 DESIGN ACCEPTABLE 305 STMH-305 STMH-304 OAOO 17.570 0.00 0.00 10.180 10.00 O.OT 1392 5.63 4.93 0.00 50.16 27.00 2.65 50.46 1258 55.50 988.61 978.69 97722 9.91 TAG 9A3 7.39 DESIGN ACCEPTABLE 304 STMH-304 CBMH-303 0.000 17.570 0.00 OA0 10.180 10.00 0.09 f0.00 5.63 0.93 0.00 50.16 27.00 2.65 50.46 12.58 68.11 987.05 97722 975.42 3.65 9.83 7.39 10.11 7.67 DESIGN ACCEPTABLE 303 CBMH-303 STMH-302 0.938 18.507 0.% OA4 10.821 10.00 D.18 14.09 5.83 0.T4 5.61 SL34 27.00 3.75 %A2 14.97 141.00 985.53 971.77 96SA8 13.78 11.32 4.94 2A0 DESIGN ACCEPTABLE 302 STMH-302 FES-300 0.000 18.50T 0.00 OAO 10.821 10.00 CLOT 1425 5.63 4.74 0.00 51.34 42W 0.30 55.23 5.69 24.00 971.42 965.07 965.00 8.75 2.% DESIGN ACCEPTABLE r � � � g • /��b jr •� � L,.:�i t, lye •• ,� yew+��l .*��i -�S! / � �, 'e+.►Dry" Z,WARONO M ,., ,. wh �J�3` s/ems �—A��■ 1��'1[i: �_ �`a�:�� c.;� ��' II� A � .snv.Qniay.:y�i..d • — I FA PISNEERengi>ming 2423`Emeryeix Dri �wvanrm (MI)MI-1914 Meuda.lmIWMN551M Fu: 681-M8 rwr.piwrertng.mm THE PARK PHASE 2 GRADING GRADING & EROSION CONTROL PLAN CHANHASSEN, MINNESOTA \ < I O 1253 500 GRAr1uC SCAUR W eeer SHEET INDEX 1. COVER SHEET 2. LEGEND SHEET 3-4. GRADING PLAN 5. EROSION CONTROL PLAN 6. SEEDING PLAN 7-8. GRADING & EROSION CONTROL DETAILS CITY OF CHANHASSEN RECEIVED NOV 15 2019 CHANHASSEN PLANNING DEPT • • Know what's below. Call before you dig. BENCH MARK NW WAD OF LONGAORES DMW h GA N BLVD MH BUN = 1023.96 V�� .EXISTING ,RETAINING WALL F•�r /I)ETLAND 11 Z WETLAND 11 \\ W=-982.57 HWL-9824 STGR. V'GL-9.455 ACFT HNL=986.3 � ,NET VGL-0.855 ACTT "`1-ns• ,_�Sfgi. Vdl. 0.939 ACFT \.� E ee:� \ V \� 0 Mae s \ PIgNEERenginee►fng 34Y2 En1apn: Uircrm uwm.aw u6.:ss. -. - MmMamg]II,M551M F - .. ..(6 CM19Ro®b{Yp9p.PA 17 -v- M \�` �/�` ,�\ _` y,`---„y✓��...` /`\,\\1\iil�l 1. �,/ D_-- / 8fr2 \ RS _ t ' l � \ \ � ////////i /✓ 0/ >�g UIN-a985.G- - �� I I I I^I � � V �,\� �. /i1 I I e BORING NG GUTLET=985.95 14 NET VOL-&M AC -FT 1 srG9. VGL-11= AC•FT tint i I "sso, '•` {% Illl�ll Ire/ �� \ �r� \ � 7 GRADING PLAN 1-4 wo i77.9 -978.7 —N/F/ LENNAR 16]O53 AVENUE NORM PLTMOUTH, Ae•INF901'A SSM6 NW GUAO GF LGNGAMES MW h GALPIN BLVD TNH ELEV 1823.98 m�llnmslue cxno THE PARK PHASE 2 GRADING g OF g ■IAFRiA44l1IASSIIsIAIi � NrtU@ A / 0 EXISTING RETAINING WALL, PI*NEEReV ng 24]3 Enuapi:°rive �.wcanm u(651)M1-1914 Alevdou litl�o-.MN55120 F... 661-94e8 w.pioe¢rte8.mm aURET=/o01.s / oullET-1o01.0 .2 NML-1001.Aa�FTI va.=a�a 6 25 24a; w 01.0 P, 1 EQF.�1 L/ '80 ram �'� � ��,'� \�.�{ .'r~\ (-j � ••�` -' ��'�`"`�— —tom _ `��"\—` p � � v 0. \ \ OF. rF 0.F. I f I, u mAr sm Wulf 116 a eo CW� SCAl� IN F'EFI' I 1 9 1 40CH MABK\�� NW QUAD OF LOWACNEa MW d QA BLw TN1 ElEV = 10n.96 PI ZNEERev-nwn-ng LEGEND ROCK ENTRANCE L BEFORE SSA INSTALL BEFORE START OF GRADING PERIMETER EROSION CONTROL FENCE .................�. INSTALL BEFORE START OF GRADING TWO ROWS OF PERIMETER EROSION CONTROL FENCE ADJACENT TO WETLANDS. ROW NEAREST •••••••••••••••••••• WETLAND SHALL BE WIRE MESH BACKED. SEED AND MULCH BETWEEN ROWS. INSTALL BEFORE START OF GRADING SECONDARY EROSON CONTROL FENCE TO BE INSTALLED 48 HOURS AFTER COMPLETION OF GRADING. SUMPED RIP RAP PERMANENT ENERGY DISSIPATER, INSTALL WITHIN 24 HOURS AFTER CONNECRON TO A SURFACE WATER. ®MNOOT CAT 3 EROSION CONTROL BLANKET. INSTALL WITHIN ] DAYS OF GRADING COMPLETION /mm� ROCK DITCH CHECK. INSTALL WITHIN DAYS OF GRADING COMPLETON OR BEFORE IST RAINFALL EVENT WHICHEVER IS FIRST TENCH MARK NW QUAD OF LONGAGIES DRIVE e CALPIN BLVD TNH ELF/ = 1023.96 242'F Drir (65I)M -1914 MN 551M Fu: 6M-ms n"vr.Pwavm an WETLAND 6 I• pEARL DRIVE t a ♦ ♦ ♦ + ♦ ♦ 00 . ♦.. ♦ a • a 0 O p0 O O 0 a p•♦ N +, 000 •• ••� 0 3 i o 00 • 000 • • � 000 WETLAND I I ••\ �vpg.,gg ;ice �i►�� -' — OUTLAT A ♦ a a ♦,r, ,�.1 oo I + { „ . o00 0 ` 0 • "F ♦ o • , F'•-_ O ! {+♦ +•♦ O � •�a i • �I�II +i ♦ II 'i ICI • Nil I ;• • ♦ ♦ O f'♦ ♦ p a'1� •♦ o • • o a • • p / K ya' ♦ ♦ , ♦ • ♦ t ♦ / ♦ ♦,.a♦ , + .� ... , F • • ♦ ••• ♦�• ♦♦ j / _ W II i i • I% W�W 20 • ♦ ♦ ♦ � 1 • r , • • ' : :♦ + i1 WETLAND I 1 2 I 3 4 I 5 8 1 IDI _ 13 12 11 \ , ' 1y 8 0 /� ♦ + ♦ + ♦ • ♦ ♦ + y q mvi41 oil Ff ay♦♦ , 0 OUTLOT A TEMPORARY SEED SIIJl BE DOME IN ACCORDANCE WITH MNDOT 2575 k 3876 CONSISTING OF: • MAY 1 - AUWST 1: MINNESOTA STATE SEED M6(TURE 21-111 (OATS COVER CROP) O 100.0 POUNDS PER ACRE OR APPROVED EQUAL • AumsT 1 - OCTOBER 1: MINNESOTA STATE SEED MIXTURE D-112 (WINTER WHEAT COVER CROP) O 100.0 POUNDS PER ACRE OR APPROVED EQUAL • MULCH SIA - BE NNDOT 3882, TYPE 1 O 2 TONS PER ACRE OR APPROVED EQUAL AND DISK ANCHORED IN PLACE ON APPROVED EQUAL. INSTALLED TO MINIMUM 110% COVERAM OF THE SURFACE AREA DISTURBED. • MNDOT 3881, TYPE 1 FERTO2E IR. 10-10-20 O 200 POUNDS PER ACRE. + • PERMANENT TURF RESTORATION SHALL BE DONE IN ACCORDANCE WITH MNOOT 2575 h 3876 CONSISTING OF: • • • MINNESOTA STATE SEED MIXTURE 25-131 (LOW MMNTENMCE TURF) AT 220.0 POUNDS PER ACRE MULCH SHALL BE MNOOT 3882, TYPE 1 O 2 TONS PER ACRE OR APPROVED EQUAL AND DIS( ANCHORED IN PLACE OR APPROVED EQUAL INSTALLED TO MINIMUM 90% COWRAOE OF THE SURFACE AREA DISTURBED. • MNOOT 3881, TYPE 3 SLOW -RELEASE FERTWL2FR. 22-5-10, MINIMUM 70% WATER -INSOLUBLE NITROGEN O 350 POUNDS PER ACRE. ® PERMANENT BASIN SEEDING SHALL BE DONE IN ACCORDANCE WITH MNOOT 2575 k 3876 CONSISTING OF: • WET BASH BENCHAIN)OLTRATON BASIN: MINNESOTA STATE SEED MIXTURE 33-Ml (STORMWATER SOUTH AND WEST) AT MO POUNDS PER ACRE. • MOW BASIN BENCH TO HIGH WATER LEVEL MINNESOTA STATE SEED MIXTURE 35-241 (NESC PRAIRIE GENERAL) AT 36.5 POUNDS PER ACRE • MULCH SHALL BE MNDOT 3884 TYPE 3 O 2 TORS PER ACRE OR APPROVED EQUAL AND DISK ANCHORED IN PLACE OR APPROVED EQUAL • MNDOT 36B1, TYPE 4 NATURAL -BASED FERRLLZER, 18-1-8 O 120 POUNDS PER ACRE OR 17-10-7 O 150 POUNDS PER ACRE p0000 UPLAND MEA pOpOp • MINNESOTA STATE SEED MIXTURE W-211 (PARTLY SHADED SOUTH AND WE5T) AT 34.5 POUNDS PER ACRE. • MULCH SHALL BE MNDOT 3882, TYPE 3 O 2 TONS PER ACRE OR APPROVED EQUAL AND DISK ANCHMED IN PLACE OR APPROVED EQUAL • MNDOT 3681, TYRE 4 NATURAL -BASED FERTUZ , 18-1-8 M 17-10-7 O 100 WS PER ACRE GRAPHUC SCALE IN FEET BENCH MARK NW WAD OF LONGACRES DRIVE O GALPIN BLVD TNH ELEV - 102&W m.FNaUClmsxui"" g.�.g I. 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INSTALL SILT FENCE AND/OR OTHER APPROPRIATE EROSION CONTROL DENCES TO PREVENT SEDIMENT FROM LEAMNG OR ENTERING THE PRACTICE DURING CONSTRUCTION. 2. ALL DOWN -GRADIENT PERIMETER SEDIMENT CONTROL BMPS MUST BE IN PLACE SUCRE ANY UP GRADIENT LAND DISTURBING ACTINTY BEGINS. 3. PERFORM CONTINUOUS INSPECTIONS OF EROSION CONTROL PRACTICES. Y. INSTALL UTILITIES (WATER. SANITARY SEWER, ELECTRIC. PHONE. FIBER CPTG ETC) PRIOR TO SETTING FINAL GRADE OF RETENTON DEMa. 5. ROUGH GRADE THE SITE. DO NOT USE RETENTION AREA AS TEMPORARY SEDIMENT BASINS. 6. PERFORM ALL OTHER SITE IMPROVEMENTS. ]. SEED AND MULCH ALL AREAS AFTER DISTURBANCE. a. CONSTRUCT RETENTION DEVICE UPON STABILIZATION OF CONTRIBUTING DRMNAGE AREA. S. IMPLEMENT TEMPORARY AND PERMANENT EROSION CONTROL PRACTICES. 10. PLANT AND MULCH RETENTION DEVCE. 11. REMOVE TEMPORARY EROSION CONTROL DENCES AFTER THE CONTRIBUTING DRMNAGE AREA 15 ADEQUATELY VEGETATED, OFTf IIBIMSNEETLBA0.DR5 ,.dirt (MI)MI-1914 :n. LAN 55120 Fax Ni-mg -- I.w.gaccieng.com SINGLE FAMILY - 65' WIDE (BLOCK 1) FINISHED GROUND EIEVAppIII0A0A0µFNNNN�----��\\\ PER ¢ VARIES IV, 6V a 15' 10' ,;0% u -L P�GARAGE ELEVATION PER PLAN n FINISH GRADE I LONEST OPENINGJ I II II 1 w `SUBORAOE 0 %-CRA"NG GRADE EGRESS PITS °^wNI rLtAaE F I SEE TYPICAL - STREET SECTION RAMBLER (TYPCAL SECMIN NOT TO SCALE) FINISHED GROUND SOIL I —I LUUMLJU I ONFICAL SECTION NOT TO SCALE) PAD ; •i 25' 15•—i-- 10' --I- FINISH GRADE— GARAGE ELEVATION PER WINEST FLOOR/ LONEST OPENING PER PLAN WALKOUT (TYPICAL SECTION NOT TO SCALE) SELECT � BACKFILL�t SUBGRADE MAIEN ALA k u BOTTON OFJ UNSUITABLE MATERIAL 1' SINGLE FAMILY SUBGRADE CORRECTION (TYPICAL SECTION NOT TO SCALE) GRADE NI SH GRADE �1• rZIING GRADE SEE TYPICAL STREET SECTION SQL SELECT BACKFILL MATERIAL . •rt...� - ¢ooe ..om m 9ppM9�IR� ILT ICY ENrE ru r�eyx.fvsw.e L EERm rcpu Nl 53M FROSON CONTROL PLAN FtW INDINDU1 LOTS WTI SWAU DRAINAGE LOT 1 � WiWRpS SA4E ¢cower r�.tsy � Ler..xm = 149 �sv a.••Nnr..0 aw. w .m... �r�rx w pmw. .m.'. ' • •. rEROSON CONTROL FOR INDIVIDOAL LOT W. SY/AIE DRAINAGE ><xrxuww. •ssw L"„c aPAxrawr `sN20 a cawma . r........ LD:s °r.xruam rw xawaxas -air•"` `x}�n"1':�: iw"€. "'�uxou �r PUCK IW�p�w�W CONSTRUCTION tr]�W ENTRINCE w.n wrc ax�rttlo. 7� aIIIP I vLr DDx sDiMENr iec 01� aKCVpR'Fc s0o �� ti q� off SOD ® PLAC[VENi .� 0,:9..xrcws omAet a 53D3 >EDIMENi t'MP uNVNxnwr➢ W o.ucsrw .., Fs Ix6.. awcwux. uv. m :nw MODEJCG23 Lna . ._ :.�rc...w. awmE+sm cr wxrtLwx:5 I 41 I CrII1(�.W:�W CATCH BASIN Ilyyt yYyLp 5Ep1I: iRFP w a..x 1 "' � 5302A Z. rrY r rwx attxrr w mlf :EEE. L DITCH CHECF W-n WATTLE ENC.wErnwc DLPrR M 5302H �.s �•�1� xe�. rl N I t. ..mole (iQ�t1�H M1a] ®i12 Y WW W exNr am IMSA �A e� I�px. rsilP l'AL Y� r.. m. FESCENrI;� i �ECIfAI x23 PnrdPr;:<O9i.� lasLr bal-Isla I IIeM,mdr e.a:q..wPepemy NQ McMaa Fkigha All•133120 Fu: fi81-9� svv�my (amwprrim etW.I www.piateertn6 ®•w+U L+.aa x:t®IF,q�c n�WeN�dtle Seedw�.mw w11 ®A19fbmFg®ew-pA GRADING DETAILS - THE PARK PHASE 2 GRADING CHANBA6 WA ESOTA Q OF 8 THE PARK 2ND ADDITION UTILITY & STREET CONSTRUCTION PLAN CHANHASSEN, MINNESOTA w. II 1 + i a • a • r-INI r �b!s w NNL.Z __FUTURE ADDITION i y _ •• s_�a`` • a i " •-n i 2ND ADDITION I n 1 T i N a n ` • N � • � b +1 C A H a \ i N a -1 \ 1 I "t— — 11 11 1 ST ADDITION Im3I 1 I I 1.'4wl�l—II I I I / I I PIONEERepiginmIng dim i �// /® .v-•tFla 0 LOCATION MAP SHEET INDEX 0.1 COVER SHEET 0.2 LEGEND SHEET 1.1-1.4 SANITARY SEWER & WATERMAIN 1.5-1.6 CR 117 TRAFFIC CONTROL 2.1. STORM SCHEDULE 2.2-2.7. STORM SEWER CONSTRUCTION 3.1-3.4. STREET CONSTRUCTION 4.1-4.8. DETAILS 5.1. STREET & UTILITY EROSION CONTROL CITY OF CHANHASSEN RECEIVED NOV 15 2019 CHANHASSEN PLANNING DEFT • ewRENCH MARK NW GUM OF Know what's below. LGNGACRES DRIVE k Call before you dig. W°DI02396 b. 1.1�1 . LEGEND I EXISTING PROPOSED FUTURE D6CRPIION O • • SANITARY MANHOLE ---- ---- > SANITARY SEWER (SANITARY & WATERMAIN PUNS) > ----I---- SANITARY SEWER (STORM SEWER PLANS) > n ti Sk —FM—FM— SI2 D M— FORCE MAIN HYDRANT M N N GATE VALVE C ► ► REDUCER YT CURB STOP ----- -----I- i WATERMAN (SANITARY & WATERMAIN PLANS) I ----------I- m WATERMAIN (STORM SEWER PINS) CATCH BASIN I ® 1 ® ® ® • BEEHIVE O • • STORM MANHOLE ► ► FLARED END SECTOR • • • CONTROL STRUCTURE ----- r--- )) » STORM SEWER (SANITARY & WATERMAIN PIANS) ---- - Y---y>- 7►— » STORM SEWER (STORM SEWER PLANS) ►-i►� �))--� _ _ _ _ _ CULVERT PERFORATED DRAINTILE �T SOLD MAINTILE SERVICE CASING —• — '— —• • UNDERGROUND ELECTRIC UNE UNDERGROUND FIBER OPTIC UNE —99— —99— —99— UNDERGROUND GAS PIPELINE ---F•1'° 'ELF° --;.°v^ UNDERGROUND PETROLEUM PIPELINE —LL— —AR— —( L— UNDERGROUND TELEPHONE ONES —W—. UNDERGROUND TELEVISION UNE OVERHEAD UTILITY LINES a,— FxISONS-_ PROPOSED FURRY OESCRIPTION SURMOUNTABLE CURB & GUTTER B-STYLE CURB & GUTTER - RIBBON CURB & GUTTER EDGE OF BITUMINOUS YELLOW PAVEMENT STRIPING (SNGEE/OOUBLE) WHITE PAVEMENT STRIPING (SNGLE/DOUBLE) .. _. ._ .... .. ..... _____. PHASE UNE - - CENTERUNE 2' CONTOUR UNE 10 CONTOUR LINE BASIN OUTLET UNE ----=--- ---------- BASIN HIGH WATER LINE �x PROPOSED SPOT ELEVATION 1'► EMERGENCY OVERFLOW DRAINAGE FLOW ARROW - DELINEATED / PROPOSED WETLAND LINE ----------- WETLAND BUTLER - /YYYYYW'YY /WYYV'WYl /l-e-f- Y-Y VVl TREE UNE —F[w FEw FEMA "A ROOOPIAIN BOUNDARY ---------------------- RETAINING WALL —XX— —x—x— —xx— FENCE (EMBED WIRE) —/i— —//— —//— —U 11— FENCE (CHAIN LINK) FENCE (WDOU) CONSERVATION AREA SIGN T T WETLAND BUFFER SGN #+ TYPE III BARRICADE LIGHT POLE T + STREET SIGNS PEDESTWM RAMP EYKRw' PROPOSFII FUTURE DESCRIPTION BOUNDARY - - - - - - RIGHT OF WAY LOT UNE _ __--- ---------__ ---------- --------- ___________ _ _ ____- ---- - ------ _----- SET BAD( LINE SECTION LINE RESTRICTED ACCESS HATCH PATTERNS r ' GRAVEL SURFACE � WETLAND BITUMINOUS SURFACE WETLAND UPLAND BUFFER CONCRETE SURFACE WETLAND MIVGATION RIP RAP PERMANENT TURF RESTORATION SELECT SACKFUL MATERIAL I I I I I PERMANENT WET BASIN SEEDING EROSION CONTROL BI.A IXET + + 4 + + UPLAND/NATURAL AREA SEEDING MNDOT CATEGORY PER PLAN PMNEERengi>,eeriV 2422 Enler, eEnve 4(MI)MI-1914 Me HcighM,MN55M w Fu: ml-WHS x-x.piowteulg.cvn TOPOGRAPHIC SYMBOLS a wYw BASIN ® wTPR wsR mamw A FIMIP NO YCRRI w w E VALE v H.AxT Y9 WATER SOMM 4 WAM q MRAIOWG WL- W OUT • HAND AND HxQE O YAXNQE OTIFR TINT YMTNtY Oi STCWI O svuT R OR sIaWI YNMQE LA. $iplgFx VNYE N LANK SflMpIIt NFAO -� POLE 0 Tvm 1RAxSYWfR BOIL BI FHA IY Bw N RECTAL DO • NATURALGASw5 YEIFA tNaIT PaLF smmM c is ID RFPHOKE wx ® r•ar eOX I'•J LAST IRg MMUmpT • FW.O IRA PIPE Y .MOIL L Y VM o Plc NAIL B OMTM POINT o- FLAG FLA POLE ¢ Rsr xaLc Py YNLBOR 4 9Ou TcmmPvW9AVAT(N POST OEOOUWS TREE m Ras TrWc 0 slR / Wu EROSION & SEDIMENT CONTROL • • • • • • • • • • • • • • • • STANDARD EROSION CONTROL • W L W W W W W W W• HEAVY-DUTY ERO%0N CONTROL SECONDARY EROSION CONTROL FENCE — EROSION CONTROL AT BACK OF CURB TREE FENCE -ii%i>i>i} TEMPORARY DVERSOM BITCH O,,,a CATCH BARN INLET PROTECTION v STRAW 810 ROLLS lwanow ROCK BERM -*--4 SUMPS/ RIP RAP PERMANENT ENERGY DISSIPATER DISCHARGE LOCATION GRAVEL CONSTRUCTION ENTRANCE �•� TEMPORARY OUTLET ROATING SKIMMER MAINTAINENCE VEHICLE ACCESS IOX ® SLOPE MAX. ® STABIUZfD EMERGENCY OVERFLOW W,N STEEP SLOPE 3:1 (H:V) IIIN (33.3Z) OR STEEPER GRADE CURB LEGEND = UNE TABLETI FFOORRSSURMOUNR CURB = GUTTER UNE ELEVATION -AwT.O. l FOR SUFM/OUNTABLE CURB ---- (TIP OUT GUTTER ATION FOFOR �Ag,sT 0TTER 618NCURB GUTTER UNE ELEVATION AA.sT OUT (Pp GUTTER) OT82 MWU 57 = BITUMINOUS ELEVATION _g ABBREVIATIONS A ALGEBRAIC DIFFERENCE B-B BACK TO BACK IV BUTTERFLY VALVE BOO BACK OF CURB BFE BASE FLOOD ELEVATION GNP BEST MANAGEMENT PRACTICE CL CENTER LINE CB CATCHBASIN CBMH CATCHBASIN MANHOLE CLIP CORRUGATED METAL PIPE CO CLEAN OUT CS CURB STOP OOP DUCTILE IRON PIPE OT DRAINTIIE EL/ELEV ELEVATION a EXISTING FES FLARED END SECTION F-F FACE TO FACE FN FORCEMAIN (R MADE BREAK GND GROUND GV GATE VALVE HP HIGH PONT HYD HYDRANT HWL HIGH WATER LEVEL INV INVERT K CURVE COETFOENT L LENGTH LF LOWEST FLOOR LO LOOKOUT LO LOWEST OPENING LP LIQUID PETROLEUM LP LOW PONT MH MANHOLE PC POINT OF CURVATURE PM POINT OF COMPOUND CURVATURE PI PUNT OF INTERSECTION R PROPERTY UNE PRC PONT OF REVERSE CURVATURE PVT PUNT OF TANGENCY PVC PUNT OF VERTICAL CURVATURE PVC PO.YVINri CHLORIDE PIPE PM PONT OF VERTCAL INTERSECTION R RADIUS R RAMBLER RCP REINFORCED CONCRETE PIPE ROW RIGHT OF WAY SSWR SANITARY SEWER STA STATION STRM STOW SEWER SWPPP STOW WATER POLLUTION PROTECTION PLAN TNN TOP NUT HYDRANT TYP TYPICAL WM WATER MAIN WO WALKOUT LOT INFORMATION (TYPICAL SE M NOT TO SCNE) MR.INUGE t UTUTf no me EA¢lpT --- —1 RNISNE) GRWN O I ACO( M ELEVATQ LOWEST WFNING LOWEST I T LOT Q. STEP HDwT I I HQIg VIES (E REQ9REO) I R—R.WHER OR SPDT ENTRY LO —RAMBLER LOP(QIT OR SPLIT LOWEST FLOOR OVY WAU<WT EIEVATIXI I WO—RAMBUM WALKOUT GARAGE EUVATION I . S ,, SE —SPILT ENTRY RECOMMENOD I SEWO—SPDT ENTRY WALU( OUT �W9I.0 CAM(Z s0E I SLO—SO LOOKOUT I SWO—sO WNKOMT FINISHED EIEVATW O LOT COMER --___---- J 5 K5 __—___—_ 51 [- _—_—_—_— MOM SEE CR 117 TRAFFIC CONTROL SHEET 1.5-1.6 CONNECT TO EYJ 14' DIP WM 1CX8' WET TAP NO BENDS ALL 20'X55' EXI USE SHORING AS I COORDINATE WORK WITH PUBUC WORKS DEPT AND QTY INSPECTOR 48 HOURS PRIOR TO WET TAP. AF % o Y v PATCH 1100 SF MATCH EXISTING SECTION 41 CY OF 3'—MINUS TO BE ON STE FOR STARIUZATON AS REQUIRED r//// / c.T SMffARY h WATERMAIN CONSTRUCTION NOTES 1. SANITARY SEWTR SERVICE WYES ARE STATIONED FROM DOWNSTREAM MANHOLES. 2. ALL SANITARY SEWER SERVICES SHALL TERMINATE 9' PAST ROW. 3. ALL SANITARY SEWER SERVICES SHALL BE 6- PVC. $DR 26 SOLVENT WELD JOINT (NON—G ETED), WITH A MINIMUM SERVICE GRADE OF 2X. UNLESS OTHERWISE NOTED. ALL RISERS k WYES AT RISERS SHALL BE PVC C900 (GASKEIED). 4. WATER SERVICES ARE 3' UP STREAM FROM SANITARY SERVICE WITH A MIN 7.5' COVER. 5. ALL WATER SERVICES SHALL BE 1' PE UNLESS OTHERWISE NOTED. 6. CURB STOPS AT SDEWALU( LOCATIONS TO BE PLACED 9- PAST PROPERTY UNE. ALL OTHER CURB STOPS TO BE PLACED AT PROPERTY LINE PER DETAIL PLATE 100.5. T. ALL WATER MAIN SHALL BE C900 UNLESS OTHERWISE NOTED. e. ALL WATER MAIN BENDS t 9TRNGS SHALL BE RESTRAINED WITH MEGALUGS THRUST RESTRAINTS OR EQUAL ALL BENDS TO BE EPDXY COATED. 9. ALL URUTY CONFUCIS SHALL BE RESOLVED ACCORDING TO CITY STANDARD SPEORCATIMS. 10. CONTRACTOR IS RESPONSIBLE FOR ALL TRENCH DESIGN AND MEETING ALL OSHA REGULATIONS. 11. MAINTAIN 10' HORIZONTAL AND 1.5' VERTICAL SEPARATION BETWEEN SANITARY SEWER AND WATERMAIN. 12. CROSSINGS SHALL BE ARRANGED SO THAT SEWER JOINTS WILL BE EQUIDISTANT AND AS FAR AS PO 51.1 FORM THE WATERMAIN JOINTS. 13. CONTRACTOR SHALL CONTACT CITY INSPECTOR FOR INSPECTION OF ALL INSULATED PIPE CROSSINGS. 14. SANITARY SEWER INVERT ELEVATIONS ARE AT ENO OF SERVICE 15. ACTIVATION OF WATERMAIN SYSTEM SHALL BE PE I'ORMED BY CITY PERSONNEL ONLY. CONTACT PUBUC WORKS DEPARTMENT (952-227-1300). 16. DFFTECTON TESTING FOR ALL NON -RIGID PIPE SHAIl BE CONDUCTED AFTER THE FINAL BACQTLL HAS BEEN IN PLACE FOR 30 DAYS 17. THE SEWER AND WATER SERVICE SHALL BE INCLUDED IN THE PRESSURE AND LEAKAGE TESTING REQUIREMENTS FOR THE MAIN UNES. 18. () INDICATES HONES REQUIRING PRESSURE REDUCING VALVES TO REDUCE WATER PRESSURE TO BELOW 80 PSI. ....... .. AIN 21TX 1000 LOCATION 5 ELEVATION j0O0 . .. ................ ..... .. ....... ... .... ..... ... .. .... ..... .. .. .. _ ... ..... AP CONTRACTOR TO FIELD VERIFY 995 995 ...... .. ... ..... .... .. ........ . e RW SON JS . ...... Hs 521X -0+50 0+00 0+50 1+00 1+50 2t00 2+50 3h00 3+50 1+00 4+50 5h00 5+50 8+00 6+50 7+00 PICNEERengineming unonwrcrm u(65q 2422 Emeepnse Rive 681-1914 M®aue Ndy�a MNsslm Fu: 681-9E88 www pioncertng com a emw>d No �®,�wl FR .4..��__...._..._...F w" ._n_ iwn n_,n,�sn,o Ramw. q. iwEN SANITARY SEWER & WATERMAIN __ (VTTTC'T'QTTf-n(lN LENNAR IQT0536_ AVENGE NORTH mv..n.mu un,�,eem. «��a THE PARK 2ND AMMON I MMN4C(Yfln p I.I OF Zp I I SHEET I. SHEET 1. SEE PLAN LEFT -O I m -- ' a \ .\•��^ �] p - II SWYETA ONLY r g1 1 I $ I r---------------- WY125 y 1 _ I 8•%6•RFDUCER W�6•GV -_ 1 _ SANITARY A WATERYAN VICE a1 GROW S O L I m / _ \^� 1 i i 1 _ I� WYE ONLY 1. SARITARY SEWER SERVICE WTES ARE STATIONED FROI I --------_-_ 6 ' I STA:1+27 OONNSIREAN MANHOLES. 1" L------J------------ u / GIRD. ElE11+921 \11. J. - /ram I 2. ALL SANITARY SEWER SERVICES SHALL TERMINATE 9' PAST ----------, I I aI © / .� NNt1+929 ��Y I / I IF�981. III F-126 3. ALL SANITARY SEWER SERVICES STINT BE 6' PVC, STIR 26 I w1 OTE ! 1 - L-----_ % i \` \ INN9]fl8 \ \\ / / (Fy96 SOLVENT WELD JOINT 2 (NON -GAS OTHER SE A MINIMUM I I ----� / \\\STN 0+33 / F- L 8•X8• SERVICE GRADE OFT UNLESS OTHERWISE NOTED. ALL IJ' CONNECT 10 E%ISIING 8.OIP RISERS t WYES AT RISERS SHALL BE PVC GEM (GASKEIED). WATERMAN. CONTRACTOR - I 8 HYDRANT \ \ \ / ' •Gyres ' - /:� CS 989.8 4. WATER SERWCES ARE 3' UP STREAM FROM SANITARY SERVICE D 1 FlELD VERIFY LOCATION _----- T^ e'X6•TEE W/BWGV -� INV:979.6 \\\ \ \ / / _ _ I \,�%/ WTE ONLY W11R A MIN ].5' COVER. 'C L h ELEVATION. ------- _ 8'-6•PVC Clow \ 1 STA:O+ \\\ F-9 STN 1+J8 5. ALL WATER SERVICES SHALL BE 1' PE UNLESS OTHERWISE �GV 1 GI 5-F9..4894.J 1 1 \\\ �y.O \ •X8•�,' 1 I S $ON ,, \ '�,F-1 27 NOTED. `� Ii4 e / STA:1n41j 8•-illiliEN1 11 8•G \`\\\ 6•P G iO YORANT 6. CURB STOPS AT SIDEWALK LOCATORS TO BE PLACED 9' PAS( / �� I yl`'// Ij 8•-117{13EN I 1 1 /ts+w.a ^ �?�Y 8 %8•REDUCFIi W/6'CV PROPERTY LINE, ALL OTHER CURB STOPS TL1 BE PLACED AT ��J PROPERTY LINE PER DETAIL PLATE 1005. l / 1 e•-22'f! /-__-8'-67VC C9W ]. ALL WATER MAIN SHALL BE C900 UNLESS OTHERWISE NOTED. -/ �\ o I CS994.2 C5:991.] /( I INY.984.2 INB 981J / / ' _--GND. ELEV.�986.4 STN 0+78 I' STA:O+IS 1 �9HA� \`. fl ALL WATER MAIN BENDS R TRAINT $HALL BE RESTRAINED / 7" �8'-11T17! i // -1 25 / �� UU /-STA:1+56.2 WITH NEPDXY C THRUST RESTRAINTS OR EQUAL ALL BENDS i 8 LF 1 o 11 TO BE EPDXY COATED. `$ KII -8•m-� 7 9afl I I �9LW.5�U 1 1 �4 F- 128 9. ALL UAUTYSTANDARD RD SPCTS SHALL BE RESOLVED ACCORDING TO CITYNRACTORII RESPONSIBLE F - e.m 8• L - L _ � (' �.` t2+ss6P / r _ \ 10. CONTRACTOR IS A REGULATORS. FOR Nl 1RET1C1 DESCN AND _ -� MEETING ALL OSHA REQUUROIS / / / 9 . �: �� / ✓! \/( \ "a \ Nv..9�761 11. MAINTAIN 10' HORIZONTAL AND 1.5' VTRTICAL SE.PARAROR / . 7 r "\ -. ` \ i / C111V:9T/A 979.E \\ STN 1+30 BETWEEN SANITARY SEMEN AND WATERMAIN. 1 / - _ �� 12. CROSSINGS SHALL BE ARRANGED SO THAT SEWER JgNTS WILL / GS996.2 / I. / r `�� / ' I F-126 NO+W - BE EQUIDISTANT AND AS FAR AS POSSIBLE FONM THE / / `` - _ , _. )`5 , \ m� �. - / l,' I 6 98]B.Z laax ss WONTRACT SHALL j STN 0+6 / 2 / / a - / - _ �� 1 ( ��y `, L S (\ 13 I; 111 STA:1+20 13. CONTRACTOR AU- CONTACT CITY INSPECTOR . CS 995.0 / / �Q / - INSPECRON OF ALL INSIlATEO PIPE gi05SNG5. INV:984.6 3 1 I 1 \ 14. SANITARY SEWER INVERT ELEVATIONS ARE AT END OF STk1+53 / ,t`988, I / -� r 41w.w 1 C �^ F-129 SERVICE _ , -T 1 9 ' I 1 0 11 I, ./ H------- -_` IN" 4. / 1 '� 1 z �m -/ ,wN - 15. ACTIVATION OF WATERMAIN SYSTEM SHALL BE PERFORMED BY \ INV:984.5 1 1 8fl(' 1 I e9 _ is+19.71 STA:1+89 C5:995.5 5 I I 98Z9e I G I I CITY PERSONNEL ONLY. CONTACT PUBLIC WORKS DEPARTMENT _ STA,25.3 / e985�I / (952-227-1 TEST „{ sn - STA 2+52 CS 995.4 r 6 I I \� 5 -127 18. CONDUCTED TED TESTING FOR ALL NON -RIGID PIPE SHALL BE NV:984.9 I 7 8 �/i \ `• .(` 4 FOR DAYS. AFTER THE FINAL BACI(FlLL HAS BEEN IN PLACE . - STA 0+10 INV" .. i ii, i �F FOR 30 DAYS. ,e+as.9s INV:984.4 CS 9925 - - �� \ 17. THE SEWER AND WATER SERVICE SHALL BE INCLUDED IN THE STA, O+]I C5:993.8 INN.982.1 ♦P , �.`\ PRESSURE AND LEAKAGE TESTING REQUIREMENTS FOR THE 6 INV:983.5 STA:0+39 �00 MAN LINES. 5. WATER SERVICE ,6+� STA1+3-/ I I y�19' LOM\a`\\ 1fl (•) INDICATES HOMES REQUIRING PRESSURE REDUCING VALVES O IBROFIR STORM SEWER INSULATE w F-129 TO REDUCE WATER PRESSURE TO BELOW 80 P9. PER CITY PLATE 2204 D z� D zs�100 GRAPBIC SCALE w PEEL GRAPHIC SCALE IN FEET BENCH MARK Not QUAD a MINGACRES DRIVE k GALPIN BLVD _..................................................................................................... PEARL DRIVE FATHERS SONG1023.96 ........TNH ELEV a 1005�1005 .. ..... ,.m. m.N..... .. [... :...... ....... ...... .........:: ..... 1 P.K. :.1000 a =_� =I _1000 m m.N m .m _ Z W N Z., V1 1� .= .....'Im ..... m 220morn 3.. i�»> -z� o oN^ ^' mmmr a 1 995 I ;o mP�i w iO m a -..- 2mzzz IF 1@ �0 arr m ........ .. ....I .1... .... .... .... .... _.. ........ �- ... Iz' _�. ... IEijn> zm?2 .. ..... ... gym- ._.� ..... ¢mzz 1 OTE ¢m P�z zz �. imi-> m m. 1 _. - .... H WA MA.TO E%ISRNG 8'P vc TO ..:, „1 ... WA MAIN. CONTRACTOR. TO .. ' . A .. > Y 990 .:.[11 G AI VQnIFYQU LOCARON MAINTNN 18 ATION SEPARATION PROPOSED z > ........ PROVIDEINSUTARON -- :CRAOE z - ... ':NNRTNN.IB':SEPARATI .... ........ ...... ........: ... -... ........ m :PER MY: PUTS 2204 .... PROVIDEINSULATION... ..... :.:.. ....... .. ..: ' PROPOSED 990 _8• PL.G C : X-IN ::SEE WAIERMAIN �� ].5' MIN. .... IICyPoW�P &IO:IWy - PER CITY PI -A COVERR z m 985.....:. II IE� VC :: x EXISTING :. a / : 985 . cRQUND II..... .... .. ... .... ... II TOP OF PIPE ELEN9B5.92 -.. PLtC m..: .. G N GROUND COVER 960 ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢¢ ¢: NG ........ ... .. II ....N ....... ... .. --.. .. .. ..... .. ... c. m m si .N. mm .......NN ..... ... �.C9009VAt:..... +. z I I b + p +Wn. ::. n a o r o ff o r o� a� b mo' r -� o m+: ELEM. - En 75 C TOP OF PIPE W --- 980 OF PIPE EX.: STUB: 16 0J8E- "^ - - vl - m °` vl' Z iu< 975 INY4P"42. .::.... ... 0 20' 6- PVC 50R 35 E EV:9T.3 975 TOP . .. .. . 'Pu1 - ...8` PVC. MR.35 0. OS ... . . .......:... ...... ::..rn 91'.. .00.931 .. 1 8" PVC SDR 35 :: 143 .... 970 L _. 150 MNNTNN 18 SEPARAiWK: 8 : O O40R 35 IllI 10B' --0U4_ O 99 - -- 268' 8 PVC STIR 36 8 0 00 M% 26 PROVIDE INUUDON'. MANTAIN: IS' SEPARATION 970 ........ ... EX. fit:.. _e": PVC.C900.:... J......: ...- .... O 040%.:..... PER CITY PLATE U2 PMWQE4 )NWLATIQN........ 8 .. OTE:... : .... .... ... e" PVC C900 O a 50% .. ....... :. SEE: WATERMNN :DEFSEYDETAIL PER WAT PLAN - OFFSET . O 0.50% CONNECT SE E%ISONG :.. .. SEE: NAIERMAN OF}SET DETAIL. SANITARY -SEWER. :. ... ... ... ...... _.: :.CONTRACTOR 10 FIELD :...... :. : ..... 965VEI LOCATION 20+50 20+00 19+50 19+W 18+50 18+00 17+50 1]+00 16+50 16+00 15+50 15+00 14+50 14+00 13+50 13+00 12+W 12+00 /1+50 11+00 10+50 - -0+50 0400 0+50 1+00 1+50 2+00 2+W PIONEERegi>1eng , pM �Vc�.ss � 41651)MI-191M INM reJ!N.0 CI^•ePrPm6y �� "® m. 161619 MmEu.IM+86, 55110 F..:681-9 ®. 9 1 1 m SANITARY SEWER & WATERMAIN 1fiiw3 A\'NFl. Ev�NORTx THE PARK 2ND ADDITION 1.2 oP 28 CONSTRUCTION RYMW H.MP6 WTA556.6 gLWHASSFT @OFSMA BID191SV Wp�sYry.PA SHEET 4.1 SHEET 1.2 p^ Y ♦ / / - - / / LL g 1 1 1 \� I I SANITARY R WAIfAMNN CONSTRUCTION NOTES 3 1. SANITARY SEWER SERVICE WYES ARE STATIONED FROM -J 1 I DOWNSTREAM MANHOLE& 1 1 1 1 1 1 8 2. ALL SANITARY SEWER SERVICES SHATERMINATE 9' PAST 1 1 I 1 11 L___ \ B-xB•1EE \// INWI e ) \ // I I 1 1 1 1 1$ 1 1 I 1 L ROW. 1 J �Y \ / - ♦ / L // /\ \ / / ♦'•Tz I I 1 1 1 1 1 1 1 1 r----_ 3. ALL SANITARY SEWER SEANCES SHALL BE 6' PVC. MSORINIMUM 26 SOLVENT WELD JOINT(NONUESS OTHERWISE WITHAMINIMUM SEANCE GRADE OF RISERS UNLESS OTBE PVC NOTED. ALL / ♦ e \ p //// CST011.8 \\ \\ % % I I 1 11 I 1 11 'J I'�' ,'� ��- _ - I {F _ 1 $ Z RISERS S WYES AT RISERS SHALL M FROM SANIC900TARY (GAARY SERMC •`'A / // // N.1a01. z / I I 1 1 1 to+w.so I 1 I 4. IMTH SEANCES OE 3' UP STREAM FRW SN4ITARY SEANCE LOWER WATER SEANCE---1 I M1111 A MIN Z5 COVER. 1 iNA5A3 i _---- 5. ALL WATER SERVICES SHALL BE 1' PE UNLESS OTHERWISE �\ / / ♦ig, // / \ \ 1 1 UNDER STORM SEWER k INABAIE- 1 1 EK C5:99&7 1 a;999.9 1 INN.988.7 ----- NOTED. 6. CURB STOPS AT 9DEWAIE LOCATIONS SlS TO BE PLACED 8' PAST \`` I I J 1 r \ \ \\ \ NV.9B9.9 1 AO+56 I 1 I .m PROPERTY LINE. ALL OTHER CURB STOP5 TO BE PLACED AT CS1007.7 lip'' 1 \ 1 1 CS 1001.1 \ STA 0+14 1 - I 1 PROPERTY LINE PER DETAIL BE PLATENW5. S Q HYDRANT 1 \' / / INV998 % _��_.�� --��\ \ 1 \ NN.991.1 1 \ 1 IC90\ C51017.5 - \//// $TA:0+5 / ��_ _ \ \ 1 CS1002J 1 STA O+]B \ \ 1 Z \ ag92 7. ALL WATER MAIN SHALL BE TTTN UNLESS OBE RESTRAINED NOTED. 8'S-6"P W/8'GV I OOAS " ♦ / - _ _ _ \ \ \ B. ALL WATER 'MAIN BLAST R STRAINS SHALL. BE . ALL BEND \ ,t 1 NN 99z3 \ \ I 13'-6'PVC C900\ Al+96� / 4 / �'� 1 \ 1 \ \ 0 \ \ I WITH NEPDXY C THRUST RESTRAINTS OR EQUAL. ALL Bw05 GN 3. ELEV,10189 \ / 3+zO.v / 4reiss \ 1 C5:10038 \ 1 STA 1+44 \ \\ 11 \ 1 ag93. \ \ _ -J L-___ TO BE EPDXY COATED. \ STA:0+38.4 \\ / \r• /// I I - - I+4ibJ \I CS:11104.8 \ 1 STA2+09 1 \ 10 1 \ aJ95'2 \ 1 J _ l I s+ss sl \ \ \ �`\` 8. ALL STAND RD SPETS SHALL BE RESOLVED ACCORDING TO CS&u+28 1 1 MV.994.8 1 • 1 CON STANDARD RESPONSIBLE F INV. 5.8 \ 1 STA 2+74 \ 9 \\ 1 a996'4 \ \1 E J AY 10. MEETING ALL IS A REGULATIONS. ALL TRENCH OES61H AND SfA:0E24 / CS 1005.3 \ INV 995.8 \I 11 a997.6 1 1 1 - P ` •°•m 1 �m MEETING ALL HORIZONTAL TALAN \ G I NY.995.3 \STA 0+10 • 1 \ J-�>-`-� 11. MAINTAIN 1A HORIZONTAL AND 1.5. ERMAIVERTICAL SEPARATION \i �O \ ♦ `/ I STA 0+09 \I \ 1 0 \ 1 \ CROSSINGS SANITARY SEWER AND WSO THAT . L \\ % 'IY�• I ) 6 1 \ 7 1 11 a 1 1 _ J -;� 12. CROSSINGS SHALL BE ARRAR A SO THAT SEWER HE N1LL BE x `^ \ I I 1 \ a999p 11 \ J WATERMNNTANT MNTSO AS FM AS POSSIBLE Fd81 THE r 6� \ 1 Y - -._ 13. CONTRACTOR MAU- CONTACT CITY INSPECTOR FOR •` O ` JI L' 1 7 ) 1 J ,•v - ',11 1 NSULATED PIPE CROSSINGS- 14. SANITARINWECPY SEWER INOF ALL VERT ELEVATONS ME AT LAD OF SERVICE. \a99o3a 11 11 e983.3 .. 15. SHAEL BE PERFORMED By dTYVATION OF PSONNEL ONLY NCONT CTTPPUB CC WORKS DEPARTMENT • \\ \ a6 1 \\ 8 1 I I 20 ' 1 O 16. (90EFlECTI0N1TE5iING FOR ALL NON -RIGID PIPE SHALL BE a9956 1 1 \1 \ 61000.5 NV.S .B�8 CONDUCTED AFTER THE FINAL BAQ(RLL HAS BEEN IN PLACE _ \ C 1 STA:0+32 OTE: FOR 30 DAYS. -MBEN �1 \ \ ae97 \ \ 6 1 1 C5:1001.6 STA O+09 CONNECT TO EXISTING "P 17. THE SEWER AND WATER SERNCE SHALL BE INCLUDED IN THE '1 x\ x •x n \\ \I .998.3 \ 1 5 1\ 1 CSiW2-8 STA:EN":7 WATERMNN. CONTRACTOR TO PRESSURE AND LEAKAGE TESTNG REQUIREMENTS FOR THE x \ • \ _- \ 1 INV 99z3 3 FRED NBtIFY LOCATION MAN UNES 3. \ 1 e 1 C5:1004A STA1+39 O k ELEVATION. 18. (p) INDICATES HOMES REWIRING PRESSURE REDUCING VALVES •\ ; x 'x / I I 1 \' s9all \ \ Y \ IN V 893.6 TO REDUCE WATER PRESSURE TO BELOW 80 PS. ,1 � •x x\ / / e'-22S573EN LF�999.11 I TA:' 2+ 8 1005.3 STA 2+W �• • �1/ I I Z 1 1 N�V.9g5.5.8 STA 2+69 ISM11+8 STA O+J4 .� �, �x\ x M A, 0+ 8 STA i+28 \ ♦ x,p STAOh24 YDRANT BASIN500 B'%e'IEE W/8'GV - 13'6'PVC LIOG 0 25SO v0 BENCH NARK \ 13'E1FAC1005.2 \ STA5+05.1 LONGACRES OFDRIVE VDRIVEk CRAI'IOC SCALE IN HET GALPIN V - ...... ...... ....... ....... ........ PURPLE96 AY ..... 1025 . a I .I. .. _... T p - . „1025 m, w 1010 010 am \ 1 GROUND )o� m . 1020 m ROP R� m ........: o_m :. .... .. .... ... .. .. ..... .... .... .... .. m ..... .. �` $gym , o w R 1020 1005 ROPOSE) mm Im Ir > 3zo ----- MADE 1005 1015 - GRADE ......... .:.... :....... I"+nwm .@... ... m Nq.. ..... .. ..z� .... ..... .]5 NIN::..... ..... .... .... ....... p .... t =20 I Y ONmF ',.L l w N-ll 1 I:y» o 'a 015 1000 � 1000 . EI95TNC lemb� I m o» 1010. . ......:.. .. ......I. CRWND -mii rcmzz �omw 1 E ... .. ..... J.5'. NV1:.. ......... '.y ..:� .-\ .... �....: ...l o^a' ..... a 8 Pam.. z .. \/ COVER is CODER . ..... : i_.IV >> 1010 995 995 1005 990 j - f 5 990 .... I� 1000 1p + 985 .. ....... �.... II�_ ....._ ... ......... ... .. r 40` .. ...__ NOTE. 20 .... :'. ;8' PVC SOR ]5. .. .... Ex. 8" PVC SON 35 00 985 _ ... - m :: CONNECT �TO p95TdC I4 FJC-8 01P:CL 52 K ... SANITARYSE.. O 2:01A . _ .. CTOR ic 995 - -. NNNTNN :IB .SEPARATON... 8' PV6 C900 WM VERIFYp Tom..::: LOCAT It 980 .. .. .: .. ..... ..... ._... ..... .. u ... 99 .. NOTE. ..TT INSULAPON -: - PPRUNTYEPLA 2204 TO EXISTING it -. ]9 CONNECT C90WATERNNN, SEE WATERM NI - g5 Y%i :CONTRACT . . . .. OFFSET DETAIL :. 8' O .SOF 35 8' PVG SOR 35 ISO yFRFy LpCATIpI -. 5 980 SM .. 990.. ...... .:: _ - o a 50X e' PVC $DR ad ELEVATION - I 975 ........ ......... :. ..... .... .......:. 70P.GE.P.IPE.. ......... :........_: ... :... ...::. .... .... -I.I.. . ELEV 997.10 . 9 90 975 t _. 985.. 985 970 . _ 970 ' [ Ex: T&5 :.. ' 7N591E DROP -1+00 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 .... 3+00 ... ...3 50 ....K00...4+50......5+00......5+50.....6+00...1. 6+50 :...::::. ................. ...... 6+50 .....7+00 7+50 ..... 8+00 ....8t50 .:.9+00 .. .. 9+50 10+00 10+50 e. EX. 9C PVC C900 PIONEER'w, L ng O 050% _ @-6WiIB10l9XFFf55W¢ 2422 Enle�pnu Delve � � (651)691-1914 II.,.b. artih ilw Nnpim •az.�lw+q „„„ ^�^' IM1lilp SANITARY SEWER 14e WATERMAIN LENNAR THE PARK 2ND ADDITION Madou HcigSts. AVI SSINI w ufi81g 98 �oaw>i,��wgo, atn �i Pii11. m41 Ik. pNYBtrM 1630536TH AVENUE NORTH ].3 OF 28 m*aie-. xu�i�da>�u uyno. Iveto a.�ILLirmiv m., ,pW,p� CONSTRUCTION IM1.YManILMIEN wrA ssM6 cwlt+HA.ccEN. MlwgsarA OIDI9 Ra®Faa�ncpA 6_� / \ \ 3 / 3i In -/ CS7997. 1\ --J" T/c / S1+64 / / // I \ \ 1 \-%�- yJ• / /61003.8 _ ♦ % % SM-0S. / 5+s6.n- I \ 1 C5:995.7 \ \ STA:0+19 1 1 m STA:Q+9] V / ♦ 2 5 if�yB9. \ �� / INV:9R8.5 I I \ \ 1is�• 1 1 ` .: .+-- I I _ / B'-111i1HM 1 1 I I 15 11 11 14 I S` %S7 ` 1INY.985.5 IN Y. � -- -1 1---111(EQD � 1 1 MY99B5.2 II 1 STk1+]2 `1I I STA:0+]6 � � 1 II 9 11 1 -9R9.fi 1` 17 1 1 STA:0+40 1 1 I I /� 4�I J a '/ 1 19 I I STAG+fl 1 I I L-� ♦�:y I I i 1 1 CS 99S0 I I 1 J ' 21 1 NY.966.5 I $TA:1+40 I I 1 -J I sy Wµ998e9.i j 20 STA:0+0] CS: 998.1mv. HYDRANT I SG:9820 11 m. 8'K6'lEE W/6'GV `1 '-22)SITEiDI 36'-6'PVC C9m ONO. ELEV.-998.5J 13 ' a STA:' +54.3 i S SEE SHEET 1.2 SANITARY h WAIlEMAIN CONS NOTE_' 1. SANITMY SEWER SERVICE OYES ARE STATIONED FROM DOWNSTREAM MANHOLES. 2. ALL SMITMY SEWER SERVICES SNAIL TERMINATE 9' PAST ROW. 3. ALL SANITARY SEWER SERVICES SHALL BE 6' PVC, MR 26 SOLVENT WELD JONT (NON-GASI(ETED), WITH A MINIMUM SERVILE MADE OF 2X UNLESS OTHERWISE NOTED. ALL RISERS k WYES AT RISERS SHALL RE PVC C900 (GASKETED). 4. WATER SERVICES ME 3' UP STREAM FROM SANITARY SERVICE WITH A MIN 7.5' COVER. 5. ALL WATER SERVICES SHALL BE ,' PE UNLESS OTHERWISE NOTED. 6. CURB STOPS AT SDEWAL/( LOCATIONS TO BE PLACED 9' PAST PROPERTY UNE. ALL OTHER CURB STOPS TO BE PLACED AT PROPERTY UNE PER DETAIL PLATE 1005. 7. ALL WATER MAIN SHALL BE C900 UNLESS OTHERWISE NOTED. B. ALL WATER MAIN BENDS @ FITTINGS SHALL BE RESTRAINED WITH MEGALUGS THRUST RESTRAINTS OR EQUAL ALL BENDS TO BE EPO% COATED. 9. ALL UTUTY CONVICTS SHALL BE RESOLVED ACCORDING TO CITY STANDARD SPEOMATIONS. 10. CONTRACTOR IS RESPONSIBLE FOR ALL TRENCH DESIGN AND MEETING ALL OSHA REGULATIONS. 11. MAINTAIN 10' HORIZONTAL AND 1.5' VERTICAL SEPARATION BETWEEN SANITARY SEWER AND WATERMAN. 12. CROSSINGS SHALL BE ARRANGED SO THAT SEWER MNTS WILL BE EQUIDISTANT AND AS FM AS POSSIBLE FORM THE WATMMAIN MNTS to CONTRACTOR SHALL CONTACT OTT INSPECTOR FOR INSPECTION OF A l INSULATED PIPE CROSSINGS. 14. SANITARY SEWER OVERT ELEVATIONS ME AT END OF SERVICE 15. ACTIVATION M WATERMAN SYSTEM SHALL BE PERFORMED BY aw PERSONNEL ONLY. CONTACT PUBLIC WOWS DEPARTMENT (952-227-1300). 16. DEFLECTION TESTING FOR ALL NON -RIGID PIPE SHALL BE CONDUCTED AFTER THE FINAL BACKRU_ HAS BEEN W PLACE FOR 30 DAYS. 17. THE SEWER AND WATER S MCE SHALL BE INCLUDED IN THE PRESSURE MD LEAKAGE TESTING REQUIREMENTS FOR THE MAIN UNES 1A (') INDICATES HOMES REQUIRING PRESSURE REDUCING VALVES TO REDUCE WATER PRESSURE TO BELOW SO PSI. 'wO a m 0 25 50 100 BENCH MARK NW QUAD OF 1. LONGACRES DRIVE h 9» m@ ALHABET STREET cAI.Pr1H BLVD H BEV - 1096 .ma ....... ..... 1. \ GROUND 1010 gym" ?m 10.E ... ........ ...._.... . _ ....... mm z ii GRADE 1005 .. ..... ........ X �, NX .. Tm Z_O m m m 1005 .. Km22 'm N . a✓ZO NN ==O :.1000 \ __ �m ___ 1000 ...... ..... ... ...... '.... ...... ..... .. ... ... ..... sww Wn .. ... .........:... -. m ..... .. .. �m ..... ...- a. PVC MR 35. o tan .. 995,., - -._ - - 990 Z �Z I , x ; 985..E _ _ _ 985 ........ .................................................. . :::: :C :: B' PVC }5 ....... HE 44SOR4% J 151 .: :. 980 ......:.. ....:: ...... .. .. : .......::.: : [ :.. ...' PVC SDR e' o asox 's .. ..... .. _... .. ... +o .a .:.. ..... ..: ..i.; ..:.. ... ... ..... _: 980,115, 975 : a- PW9MR 26 975 ... ......... ............ - :.97O..i ..:E: ......::..... ............. ....... ..... 970.E 0+00 0+50 1+00 1+50 2+00 2+M 3 00 _.......:.........:.._.....:.........:.........:............ XM um u5(1 cam u5n R+m _...............:....... A+i _:.................. 7+m 7+Sn A'm R+50 ... PI*NEERevnwnV uwnmmm K(651)681-1914 24MEaep Ds 14mM4 NryW.A4T 55120 Fu 681-9C6B www.Ppxcren6.mm mote m. aemmpm.*md0e1 m6�11�aGPIXe®JGwm a-. & WATERMAN THE PARK 2ND ADDMON 11.4 DIE' 28 CDAN 11N, AmvNEwTA PHASE PHASE 2 Y\\111,11 TYPE III BARRICADE 1' 'IEMPORMY ROAD CLOSURE" TYPE III BARRICADE 1 'TEMPORARY TRAIL CLOSUW, GALPIN BLVD (C.R. N0. 117) e CONSTRUCTION EMPORARY BWASS NOTE: USE MOOT TRAFFIC CONTROL LAYOUT W-15 N41EL I- MNMUTW AND MN TEMPORARY TRAFFIC CONTROL REM MANUAL PRACTICES SHALL BE ADHERED TO. 2. MAINTAIN ONE LANE OF TRAFFIC WITH "GGERS. 3. MY PRIVATE IRRIGATON DAMAGED WRING CONSTRUCTION WILL BE REPAIRED. 3 TYPE III BARRICADE 'TEMPORARY TRAIL CLOSUF TYPE B DRUM (TYP.) CONSTRU"ON 1. S CONSTRUCT BWASS LADE TRAFFIC CONTROL DEVICES.M EXCAVATE PIT h INSTALL NET TAP. 4. PLME A PLACE CASING PIPE 6. WATERMAIN iHROUCH CASNG PIPE & CON VIE $ CONNECT TO YAT TAR. 6. PIT. MARK 7. REMOVBMKRE RET01E BWA55 LADE D 2t•.988®.9885 99.999 NW W NW WAD A PATCH C.R. III WITHIN 2B HOURS. S i PI*NEEReV-nem-mg 9. TRAIL 8: BOULEVARD TO BE RESTORED WWN T MIDIS OF COMPLETION. GRAPHIC SCALE IN FEET GAINN BLWIXC`.E TNH ElEV = 1023.96 ea u�nuxm � @EN611B1NSNF£1 24n Enzeepntt Drive (01)W-1914 M-o F gw,m55130 F. W-9 rw.pwo ng.c ROAD CLOSED \ / TO THRU TRAFFIC \LOCAL RESIDENTS ONLY �\ 'TRAIL O— \ I LONGAM �_ I LOCAU 7R1gFF1f PIONEEReneng 222 �mwErm (651)681-191C Mendo�e Hei8h4 MN55120 w Fu:681-9088 ww.Poneeren8-mn r 4- �; —i- "-------------�-----� _ IN BLW — C.R. NO. 1T7 r - AHEAD \wertANo� - I, LANE ROAD AHEAD �___.._ �1 .may p GGER AHEAD l I' 1\ / WETLAND II a LONGACRE DRIVE FOLLOW SINGS FOR DETOUR -1a 0 1* FLAG GER AHEAD AND \\ LONGACRE DRIVE CLOSED AHEAD FOLLOW SIGNS FOR DETOUR LOCAL TRAFFIC ONLY a>. mrt ONE LANE ROAD AHEADI 600' TRAIL CLOSED AHEAD 0 75 150 300 GRAPHIC SCALE M F6E[ BENCH MARK NW OUAD OF LONOACRES DRIVE h GALPIN BLW TNH DEV - 1023.0 a��wiieiaaaxFFrcA-,n-n STORM crow CONSTRUCTION NO 1. PROVIDE R-3067V OR R-3067VB, AT LOW POINTS, NEENAH CASTINGS OR APPROVED EQUAL ON ALL CATCH BASINS UNLESS OTHERWISE NOTED. 2. PROVIDE 24'X36' SLAB OPENING FOR R-3067V NEENAH CASTINGS ON ALL CATCH BASIN MANHOLES UNLESS OTHERWISE NOTED. 3. DRAIN TILE TO BE PLACED V BEHIND BACK OF CURB. DRAIN TILE TO BE PERFORATED, CORRUGATED DUAL WALL SMOOTH LINE, AND PLACED AS SHOWN ON THE PLAN. DRAIN TILE CLEAN -OUTS PLACED AS SHOWN ON PLAN. 4. FINAL STRUCTURE OFF -SET TO BE VERIFIED BY CONTRACTOR AND INSPECTOR BASED ON MATERIAL SUPPLIED TO PROJECT. FIELD STAKING SET ACCORDING TO BACK -OF -CURB. PMNEERenonee►;ng 2423 En�emnx Drive µ(01)M1-1914 Af aHagbo, MN 55120 Faa:6U-Mg www.ponmrngam, STRUCTURE TABLE STRUCTURE NAME TYPE STRUCTUREk 512E R NOTES 302 STMH 72' DIA SKI CUMH 48' DIA 304 S H "' DIA 305 STUH 60' DIA 30fi CBMH IB' qA 313 CBMH 48' U& 1 314 CBMH 48' dA R-4342 315 COMM 49' CIA. R-4342 316 CB 27' UK R-4342 317 CSMH 48' UK R-ffi 7 V 1 320 CBMH 48' UK R-3067 V 321 CBMH 48' UK R-3067 V 322 CBMH 60' DIA R-3067 V m CBMH 48' UK R-3067 V 324 CBMH 48- DIA, R-3067 V 30 CBMH 48' TXA R-3057 V 326 CINH 48' OIA R-3057 V 32B CBMH 60' DIA R-31167 V 329 CBMH 48' 01A R-3087 V 330 CBMH 48' DIA R-3067 V 331 CBMH 48' OX R-3067 V 332 CBMH 48' DIA R-3067 V 1 CBMH 48' DIA R-3067 V 1 CBMH 48' DIA R-3087 V M�l CBMH 48' DIA R-3067 VCBMH 48' DIA R-3067 V 1 STRUCTURE TABLE STRUCTURE NAME TYPE STRUCTURE SIZE NEENAH CASTING OR EQUAL NOTES 337 CBMH a' mA. R-3067 V 1 338 CB 38'X24 R-NX7 V 1 339 CB 36'X24' R-3007 V 1 340 CBMH 48' dA R-3067 V 341 CBMH 48' DIA R-3067 V 1 342 CBMH 4W DIX R-4342 343 CBMH 48' UK R-4342 3" MMH 48' DIA R-4342 345 CBMH 48' dA R-4342 3" CBMH 48' dA R-4342 347 CBMH 48' UK R-4342 348 CBMH 48' UA R-4342 349 CBMH 48' DIA R-4342 350 CBMH 48' DIA R-4342 351 C8 27' DIA. R-4342 40 CBMH 60' DIA R-.TII67 V 425 CMH 48' DIA R-3067 V 427 CBMH 48' pA R-3067 V 428 CBMH 4W DIA R-3067 V 429 [BATH 48' DIA R-3067 V 430 CBMH 48' q0. R-3067 V ul CBMH 48' UK R-3067 V 1 432 CB 36'X24' R-3067 V 1 434 CB 36'%24' R-3D67 V 1 435 CB 36'X24' R-3067 V 1 STORM STRUCTURE TARLF NOTES: 1. WATER TIGHT STRUCTURES A. STRUCTURE SHALL HAVE AN INTEGRAL BASE B. PIPE CONNECTION TO STRUCTURE WITH PRESS -SEAL WATER STOP GROUT RING OR APPROVED EQUAL. C. PIPE JOINTS WITHIN IV OF WATERMAIN WILL BE TONGUE AND GROOVE WITH A HAMILTON KENT SUPERSEAL GAASKET OR APPROVED EQUAL MEETING ASTM-443 0. ALL MH JOINTS WILL BE TONGUE AND GROOVE WITH A HAMILTON KENT SUPERSEAL GASKET OR APPROVED EQUAL MEETING ASTM-443 aW<R CON�+^OR ND i. PR R-306N q2 R-306]VB, AT LOW PgNTS, NEE NAH CASINGS OR APPROVED EQUAL qJ ALL CATCH BASINS UNlE55 OTHER'MSE NOTED. 2. PRONDE 24'X36' SLAB OPENING FOR R-3067V NEENAH CASTINGS ON ALL CATCH BASIN MANHOLES UNLESS OTHERWSE NOTED. 3. DRAIN TILE TO BE PLACED V BEHIND BACK OF CURB. DRAIN TILE TO BE PERFORATED, CORRUGATED MAL WALL SNOOTH LINE, AND PLACED AS SHOWN ON THE PUN. ORAIN TLLE CLEAN—WlS PLACED AS SHOWN ON PLAN. 4. MAL SIRUMRE OFT —SET TO BE VERIFIED BY CONTRACTOR AND INSPECTOR BASED ON NATERIAL SUPPLIED TO PRO.ECT. FIELD STAKING SET ACCORDING TO BACK —OF —CURB. PISNEERenginwing /, 1 G 25 50 IOC GRAPHIC SCALE DN FEET m+Haalglmsxensne 2422 EneMdu Drive (651)MI-1914 Mn 1wa HmghM M 55IN F.: 681-W8 vww.mo ng. a ^, f11Nc�wk ND f. MR.R-306]V OR R-306]NB. AT LOW PONT, NEFNAH CASINGS OR APPROVED EQUAL ON ALL CATCH BASINS UNLESS OTHERWISE NOTED. 2. PRONDE 24'X36' SLAB OPENING FOR R-306] NEENAH CAS71NM ON ALL CATCH BA N MANHOLES UNLESS OTHERWISE NOTED. 3. DRAIN TIE TO BE PLACID V BEHIND BACK OF CURS. DRAIN TIE TO BE PERFORATED, CORRUGATED DUAL WALL SMOOTH LINE, AND PLACED AS SHOWN ON THE PLAN. DRAIN TLE CLEAN -OUTS PLACED AS SHOWN ON PLAN. 4. FINAL STRUCTURE OFF -SET TO BE MIHLD BY CONTRACTOR AND INSPECTOR BASED OH MATERIAL SUPPLIED TO PROJECT. FIE1D STAKING SET ACCORDING TO BACK -OF -CURB. D 25so 100 � GIUPTBC SCAIJR m FEET RENCHMARK NW QUAD OF LONGACRES DRIVE h GA -PIN BLND ....................................................................................................................................................................................................................................................................... ........................... 1NH QEN 102186 : 1020 ......... .... ..... .......... ......:. ........ ........: ..... ................. 1020..: ... i.1015. _ ..... �.. ... 1015 zn XISTNC GROUND 1010 1010 . .. .. .... .... O P.. ... mn .. Z .. .1 2 .... ;N_Zuli irj"1n :ZZP :.1005 Z» : :. m N o. Z 1 m m : I m m m. 0: m m 00 .--- ... ...: .I. ...... ...... mmzz .. .. m . m .. _ .. mm .. Z9» 20 YZ �?: Rm : hm tll omq m.. gnm n mm 'W hpmj aoii Em a ^'m: 1000 .. SED GRADE rcm hm°' wnzo Wren D zp nz E0 i9» 1n mo I I oo 000 .. .... ......-.. ... ... ..... gig» m♦ gig» m�� -- .. ... ..... ..... zz 995 15'6DP HE : :. \ 995 ...... ... ..... ......... ........" : .....:: :. ............. 0. 4. .....:.. ... .... .:.. .....:.... ....... ..... .:... — _ 125' .. ... ....: .::::: ..: .. ..... ..... .... .... 15' HOPE 990 -- 15. BHDPE 65• 990 .... .. ......:. ...9 q-955.. .... .:..15' HOPE 0 0.35% ..: yam•...: ::: .-..:.. 15" HOPE . .... ........ ....... .......... .... ... ... .. ....... ....... ..... ..:.. ... ..a .... ::: ::: .. 21 . 15' HOPE SLY 65' : 6 5' : .. . 985 .:: 0 O T5% 6 E: 0 0.35%: TB' HOPE O 0 45% 9l 16' NCP CL5 2D9 5 985 .. . .. ... ..... ..... .... O 45% .°'.. .. . o oso% . ..... D' � ..... 980 ... ..... 80..........................::..::........................ ... .... .... ...:................. . _. .... _. _. _ ....... 980..: PI'SNEERaWineering 34Y1F�pix Dmx �� (6511681-1914 NimtloOTlcghn. ATR 55120 �'�1-� w+..Pia�a�mB.mn " AT LOW PUNTS, NEENAH 1. PROVIDE V. OR-3fflO6=7wk - CASTINGS OR APPROWD EQUAL ON ALL CATCH BASINS UNLESS OTHERWISE NOTED. 2. PROVIDE 24"X35' SLAB OPENING FOR R-"W NEENAH CASTINGS ON ALL CATCH BASIN MANHOLES UNLESS OTHERWISE NOTED. 3. MAIN DI-E TO BE PLACED V BEHIND BACK OF CURB. MAN RUE TO BE PERFORA'IED, CORRUGATED DUAL WALL SMOOTH LINE AND PLACED AS SHOW ON THE PLAN. DRAIN TILE CLEAN -OUTS PLACED AS SHOWN ON PLAN 4. FINAL STMUMRE OFF -SET TO BE VERIFIED BY CONTRACTOR AND INSPECTGR BASED ON MATERIAL SUPPLIED TO PROJECT. FIELD STMNG SET ACCORDING TO BACK -OF -CURB. F GRAPHIC SCALE IN FEET BENCH MARK NW WAD OF LONCACRES DRIVE & GALPIN Bl-D ............. ....... ............. TNH ELEV = 1023.96 ...... ...... 1035 :.1035 .......... ....... - .................... ........ ....... ......... ....... ......... ................ .................................................... ....... ......... ....... ...... ......... ..... YI MI :1030 r 1030 ............. .... ......... ........ . ..... ......... ....... ....... ......... ......... 1025 ::::.. 10 d �2 1025 ........... ......... ....... ......... ......... ......... ........ ....... 8. 1020 icq > > q 1020 ........... ........ ...... .......... .................. P.Rop .............................. ................ — ..... .......... ....... .......... MADE i.1015.. 1100115 ...... ....5 RCP C-5 1010 .......... 271* RCP QIII 0 ....... ....... ...... ... .............. ...... ...... ...1..... .. a .....................— ...... p < SING 15' kcP C 5 NV p GROUND 01 OOX 15' RCIP CL5 15': RCP CI-5 1005 ......... ......... ........ ......... ....... ...... 10 2.� 0 0.65X 0 ...... 1005 T 1000 ...... .................... ........ ....... ......... ........ ... ..... i!z T 1000 995... ......... ......... ......... ......... ......... .............. .................................................. ...... ........ ........ ............... ......... ... ................. ......... ....... 995 ........ - .............................................. PIZNEER�neefimg U22 E (651)MI-1914 bN 55120 Oa m m DDN� nDN NOTES 1. PROMUE R-3060 OR R-30Mt AT LOW POINTS, NEENAH CASTINGS OR APPROTED EQUAL ON ALL CATCH BASINS UNLESS OTHERWISE NOTED. 2. PROVIDE 24X36' SLAB OPENING FOR R-306T NEENAH CASTINGS ON ALL CATCH BASIN MANHOLES UNLESS OTHERIWSE NOTED. 3. DRAIN TILE TO BE PLACED 1' BEHIND BACK OF CURB. DRAIN TILE TO BE PERFORATED, CORRUGATED MAL WALL SMOOTH LINE, AND PLACED AS SHOWN ON THE PLAN. DRAIN TILE CLEAN -OUTS PLACED AS SHOWN ON PLAN. 4. RNAL STRUCTURE OFF -SET TO BE YERIMED BY CONTRACTOR AND INSPECTOR BASED ON MATERIAL SUPPIJEO TO PRO.ECT. RETD STAKING SET ACCORDING TO BACK -OF -CURB. 0 25 T� GRAPHIC SCALE 1N Febl' BENCH MARK NW QUAD OF LONGACRES DRIVE h CALPIN BLVD ..... ..... .... .............................................. TNH ELEV 100.96 ..... in 1020: a:�i Nn »pp 19 .. :: w N1020 .. ... +.. OpO+i ...... NO .... ..... ........ ..... .. .................... ... ..... .... ..... zo : - Hz CRDUNO STING1015 ... ... a ... ..z o 0 1015 r... >-g ... .._.. .... �� .... a smaa� off- � _fo �g> I 1010 ZZI� O ......... .......... ........ ........ 00� m ...... ... ... mq> �z P P ... ... n>_ ..... m'z monY z rnz m _3n \ n0 P 'eamo No W - loon°' O �� ♦2Z F F Y o 1005 p Is- RCP as .� mm miia iIY 33? : EXISTING GROUND is>> Km--- ago ...... .. ........ -.02555 _:...._ ...1005 ... ...... .. -f Z=00 ..... .-e ... .. 'Q ? I-3'W' � aq.. .... .. nq 1 In \ill KKIA o rom. nm j Iry '. ^m PROPOSE rcm= 3Z.1 .e... N?m Nz n. ........ iQU. VOYZOo mi Z nF n nf> GRADE: ]*,at 15' RCP CI-5 1 - ��o mi. nz 1000 05305 - E.Z> non w r . Jo wh n Pz oo 1 �o O Z 1000 - ......... ..... ..:. ... ........ ... ....... .......... .. ZZ Y.. ...... r0. .. O mr mi�TcOY ... m .. ..... rcmi z£n zmi�'n 1gbzzo zmi -- iz�!. o gym. o. . ,995 ........ .......: -.. .. 150 REPCL5 \ '.. CRAQUDEO51]I .� ' PROPCFPDE zz� mZzz, PROP CRADE emziiN zzo .. , 995 .. ...... .... ....... ... ...... 1..... ..... .. I.. :. 1502155 EASR GROUND t5 RCP CL5 : \' G�RWNO .. - 990 - - O ] 60% 1 �15' ......-.. ...... .. .... .... .± 0990 RCP CL3 :.' :... :..... az ml 29' 29 O 2.301G ::. 1575.. 15' REP CI-5 ... .'.... ... 153' :... 0 2 003 0 .. 985 - ... .. ... .. ... ':: ...... .... .... ........ 2t0 O85S4 :: :. PI RCP CI4: z - 985 :. ft5C6' O0. 5z ... 980 .. -.: zi 980 PI$NEERerwi>eering muR.uelmslusrsnK 2422E Mdry Drive (OI)M1-1914 Mrndde Hdehm MN 551M w F.- NH-9488 w.piawnc�gcdn J STTIRu cEWER CONCIR rnON KOlES i. PRONOE R-306N OR R-1(I6]VB. AT LOW PgNTS, NEENAM CASTINGS OR APPRON]I EWAL ON ALL WA BASINS UNLESS OINERWISE NIL 2. PROVIDE 24'X ' SLAB OPENING FOR R-SD6]V NEENAH CASTINGS ON ALL CATCH BASIN MANHOLES UNLESS OTHERNSE NOTED. J. MAIN TILE TO BE PLACED F BEHIND BACK OF WRB. DRAIN TILE TO BE PERFORATED, CORRUGATED DUAL WALL SMOOTH FINE AND PLACED AS SHOWN ON THE PLAN. DRAIN TILE CLEAN -OUTS PLACED AS SHOWN ON PLAN. 4. FINAL STRUCTURE OFF -SET TO BE VERIFIED BY CONTRACTOR AND INSPECTOR BASED W MATERIAL SUPPIJED M WOECT. FIELD STAKING SET ACCORDING TO BACK-OF-WRB. i' 0 05 GRAPHIC SCAI.R W FEET VJ -�� ' NAARK WDOF EES DRIVE k CALPIN VD TNIH E V T.... 1023.96 .... i I 1010 1010 1000 1000 _ m nma ^lV mnm m . .1005 .•' mm ..... j ..... .. 10051 995 995 ...... z ... mom of umin _ � Ya ♦Z �9>: 0nmZZ zFm>� inr �a I�.$m. zz�_��_oM....�:.... m m mtt00 .� .. ^m ......~m 1000 990 .. ROoseD10 GAD . . 90 mZz gp+ 0WFm 0�o YN ;ma'�mr ..:......... .Q.m..Z..Z.tt; ?^'mz^�I 'amzzzXiNo m Ii 995 965»¢ � 965995 mgmmm»z0.z,n�>zA 15 LS [75UNG R w� m=O2.0RD990 PF 990 980 980 ....... ....... .. .......... ......... .......... .... : ... .. .... ..... 985 Bs I GROUND 985 975 z`; 2]'IMP Ws o -- 975 .... ........ 18' RW. CLS. ... 0 1 OOE ...... .: ....:... I?< .. ...:. .. .........:........ ...... ......: Luc ..... .. ...... '27- RCP'a-1 O 2.65E .. 'O .. :.: 24 RGP CL3 -. \ 980 0 1.255 . - 136, 24' R It♦ 9 80 970. �- > 24' F E S W/ TRAsN:WAAD 970 .. ..... .... ............ ...0. . --.24' RCP CL3 ....... FUT 53' .. ... ..... .. .... ... - z.O CT.:am . O.LIOE 6B 21' RCP W421' RCOSEL4 RIP RAP W/CE. OIEXRE:.. :. :::: 24'.RCP CL3 0: 0.85E :2]' RCP q S TER 8� LAW.J TIE -... o a ]6E 975 _ [ ... -0095E 75 965 965 .. .. T ...... ;. ..: ... _ 24' .. 42' RW AJ BASIN 3W . _ O D.SOE 970 970 960 960 PI *NEERe?;gi>ae7iIIg u,om.aim 2432 Enleryeiu give (651)681-1914 Ibml m�uN. me u: p... a,p..ey -- Afmdva lkigEb.tR156120 Fm: 6B1-9168 �r 4.m aam,U w�x.pmxnns.mn revis.�rs�i � u. STORM SEWER CONSTRUCTION THE PAR S2NDDAAD� MON 12.6 m 28 �Tr9?N �o(1111�'m�_Ir'xiu N01ES 1. PRONDE R-306]V OR R-306TVB, AT LOW PUNTS, NEENAH CASTINGS OR APPROVED EQUAL ON ALL CATCH BASINS UNLESS OTHERWISE NOTED. 2. PROWDE 24'X36' SLAB OPENING FOR R-306N NEENAH CASTINGS ON ALL CATCH BASIN MANHOLES UNLESS OTHERWISE NOTED. 3. MAIN TILE TO BE PLACED) I' BEHIND BACK OF CURB. DRNN TILE TO BE PERFORATED. CORRUGATED DUAL WALL SNOOTH LINE AND PLACED AS SHOWN ON THE PLAN. ORMN TILE CLEAN —OUTS PLACED AS SHOWN ON PLAN. 4. FlNAL STRUCTURE OFF —SET TO BE VERIFIED BY CONTRACTOR AND INSPECTOR BASED ON MATERIAL SUPPUM TO PROJECT. FOLD STAMNG SET ACCORDING TO BACK —OF —CURB. AM �:i(e)EYI:Ie»1:� a43Y BENCH MARK NW QUAD OF LONGACRES MW h GALPBI BLVD _...... _................................................... 1010 _. ... 1010_. c.1005 :-: liii ................. ......i'.... -. :. .. ..... ......_. ::. .... ..... . .00 1000 m �, IOOO .. m a a .. .. \ _ ... .. i� 1 �� 3� I > rIm NVI' XISTNG .995 GROUND _ W �YeY n oP m m N I •. GNn2 ztl IH- mo m m. o MISTING ¢ ROUND 02 / hh� ,+r P G 99J �O�m2 998. y/ 990 : II.__ _990 a9i ziai.:...... PRO :. ZZ .......... . ..:. ..... - .... . ROPOSED .. - RADUE G .. ..... ... PIONEERenenee7;.ng 2422 FmvPuz Pi'u� unm.E�u. u(OU661-1914 MmdoleNrighu, MN 6513U v F¢661-9168 •'x.pwvav�6u�i m-varmaosxu-rslxx CURVE TABLE CURVE DELTA LENGhi RADIUS TANGENT PC PT C8 2959'25. 183.20 350.W 93J5 O+t9.3B 2+32.58 CURB LEGEND 08.15 - WITIER USE ELEVATION FOR AIRMWNTABLE CURB 08.32 - GUTTER UNE ELEVATON FOR 0618 CURB 08.32 T.O.= GUTTER USE EIEVARW FOR B612 CURB M1TH RP OUT vm = BITUMINOUS EIEVARON = SURMOUNTABLE CURB k GUTTER - - B618 CURB k GUTTER = BITUMINOUS EDGE - B612 TIP CUT CURB 10 - PED. RAMP (MNOOT ]035F) * - STREET LIGHT PL R Wear C-- to . 1/2' •t,— EE9e al Gutter 6' ioosol. Seee1 �� k MUICN w SOO. 2'-Mrvo SPWEA3a0C DrvTtila TOG i - 23 Surmcuntode l00 2'-MNDOi 2}6060 SPNN8330Y waele aro 12'-0ass 5 nggrs9ate Bose N' WNDOT 3149.29 Seed Gronmw Bw.o. ('See rvate )) Not to scale $l4 fMtg TO um a, /.'PN/1T 01pfR W 'Cl N ACCOIA� NOI YOOT ASPN.LLT QAC6 (TIRE 2300-2) 41 0 2s�o GRAPFOC SCA IN FEET NW WAD OF LONGACRES DRIVE k GALPIN BLVD ............... _ .............. _...................................... _...............................................................PEARL ... .. .. .... ... DRIVE .................................................................................... _ ...... ... ....................... TINS ELEV = 102 . 96 ... ..:: .� m « 'n :m. ♦ Im m [N $ $. :o o n. o:. n „.. m �u [o m'-:'. of ui i♦ o m' a r ry :n 6 :^m o IT 1035 .. _ ....... o q :o 0 : 0 - o q'. b q b 'o .- .- q '`o _- q 'q - o 5 o - - q o _a - o q ::o.:. o - 'o :o O o :o o ... i 1035, - PM 0 ::: PM STA: 2+34 45 . .... PNELEN I020.53 ELEV. 020.53 PN ELEV: 1019.32 .. .. 1030 :.:. .: LVC' 9000: :: LVC:: 9DW : ................... ........................................... _. 1030 ..... ..... . 1025 q q A:G+0000 1025 - .. .. .... ......... ....... .... ... ...... :..... .... ��. 5 ::LLd. ... .. a .... .. n�:.: :.. '.. .... ... ... ..:. PN ElfN10T20 .. aw 1020 q 1 020 . .. ...... ... . ..... ....... ...� .. ... -OJ ;. .. ... GRADOSED .... ..... .. .. q ... .. f aw ° 1015 ... ...... .. .. ... \ 1015 .... ..... ..I. .. .... .. ..... .. 1010 �010 .... ...... � 1005.. a a a � 1005 1000 ogb. ¢o ffi� 1000 .... ... ..... ...... .: q .... ... .goo p 995 FJ.. : : ':. 1 :.. l : 61 i..995..: .......... ... ...... .. vlw.. ... ... W,d... .:. :... t....... ..... yA...: mA - .: ... .... _....... ....... ...... -1+00 0+50 0+00 B+Sp 1+00 1+50 2+00 2+Sf1 1+O[I la Sn la[I(I 4+5(1 S+(I(l S+SfI 6+[NI F+SD ]+IXT 7+5D 8+00 PI ZNE ERengineering ¢�£�O .Ie.R�SHFF I-u0alr i _ PL U• 0. o D Is6' m MT m ll A OU I 1 1 I A6�nveCEdge of Wttx� `qd% .1 6 •`�� x` Ja Ts : t .` Y 1L 15 Ln e- Too.. 6w9 2--MNCOT 2W 9> 3e(X e Mul. w e.. 13 m OminWe 20 YNWT 2 23 SPNNflSi fi 57 F-95 s ma ,�. CURB LGEND 9 sTw si + (Rl-1) I -m{ oO1Q8'e °i0 12--ate s Agg.e9ate Save 08.15 - WTIER LINE ELEVATION PURPLE PARLWAY •••• FOR SURMOUNTABLE CURB II ,s.7s.w PEARL DRIVE F-9d•• 2GmuwiwooT 31449(Kea note 7) .32 - GUTTER U E ELEVATION I Q 6. 1 4 FOR B618 CURB I Ca • / as6ze I Not to scale 08.-2 T.O.- GUTTER LINE ELEVATION 20 r i 'z. a • - o •• FG2 B612 CURB WITH PP OUT i a J.6 e4" .�+ / 8 •• 'B/s COJIH ro aR1IE A9ilALT amm ,AAOE T N D].82 -BITUMINOUS ELEVATION % - � .ao I 7 ' ) - Ac MCE rnx Mwr A &T wAus (Tr 2x 2) [� 2) TTPE IR BARf6CADE5" - SURMWNTABLE WRB A: WTTER /7 / ; A�TC 0 94.4 STREET LIG1T (TW. e - B618 CURB k GUTTER ,v+Tess = BITUMINOUS EDGE \ ��a i 9s u e `C•[P�'8j� s+'m. O l = �'I�i4 - B612 PP WT CURB , 9 -`Z' NATGI se n - T' I.saim ,w 4.n = 0. 11, - PED. RAMP (MNDOT 7036F) 'F - A9 / • �N9 •) - STREEf UCHT � 'C a/ / m r e3 e6 m a $ - 4 e 196 F-130 a w 9 n 6 0 25 50 100 F- GRAPHIC SCALE BENCH MARK NW WAD OF LONGACRES DRIVE k GALPIN BLVD ...... ........PEARL DRIVE - 1023.96 o - `m m Oi :Qi w.. :a n 1010 m m m m m m m m m . m m '^.. • :i a n m a as nP -:q o o a m m mm m .m a' w - :a m m m m 'm m m m m w .. ..... .............. .........::..: :.: m m -m _m -m w - a m ........ ...... ...... ......... : m m. m .m. ... .... ..... ... ..... .. 1010 .. ... ... :: PN SELEV. h3U.OD:: PVI STA 18+90L0: PN STA :15+50.00 .. ... .. PN: K; 3 a93:51: -. -PN IL 51 994:91 PN E:FV.5 993.86 1 005 K. J7.81 K 51.43 R 51.35 :L\C. 130.00: -L � 9(100 LVC 90. 005 ..... Low PT. STA la+02.81 v. ICA: PT STA t6+&T S ..... .. ..... ......................... .. .... : mo LOW:RT iliY 99J.97" mo c HIGH PT EPEV:' 994 mm .. [ mm PN E". 98S.29 PN ST�V_12+20.60 M18 :.. P .. +�. +mi leers,vn K. 514T, K 984 m + i m a m i m n - LVC• 90.00 - NLVF 590 W 18 1000 a m ^ m (n ..... .... ... ... ... .... .... ..1 ..... ... ... ....... ....... : : .. ... .... ..... ...... 5a J ...:. J aw :.. _aw : im aw m -N �Iy PT'PLEV.-488 5 1000 + m m m m N 995 ......... ... .. ....... :. .. ..... .... .. 2µ.R.... ..::.. n « m 99 .. ... .. ... LOOK .... O.7SR .. 5 J :. .. d -m do ................ 995 a i 990.. ........ ... ......... .: . .. ........ ... ..... : _ _ ROPOSED . - CRAOE 990 985 >985 7sz ....I ...... ....... ...i .. ........ .......`w ... ..... .. STING .. .... ..... . x .. ..... 0. GROUND ....f 980. a _ ...... ... ........ .......: .. .......... .....:..� .. ......... .:. ........ ....::..-.-. ...... _g ... _.... ..... _: -.980 LL 6 97... ................................... . ...... ... ..... r 975 O '4a mn o, IMF: +mod .. 970 w'rd ......... .... .... . ......... mf•�.. .... ...... .......... 41W.... I..... ....... :..970 20+W 19+50 19+DO 18+50 18+00 17+50 17+00 16+50 16+00 15+50 15+00 14+50 14+00 13+50 13400 12+50 12+W PI$NEERe► neenng m ra,iaioosN "xow >ve�.,m (651)69I-191a +inn'->ene-a:a---a.,.-+M "........ LENNAR 2a22 Enieryrix Drive xe mi. �di%ie Mmdwa HeigM1ts.Na155120 Fax 6N1-9488 "°°'""'m°""®`°m"' THE PARK 2ND ADDITION " .,N Me P.,,,,,i. STR=CONSTRUCTTON lTM�1A NOARTH aWmAssEN.MN ewrA 3.2 oP 28 ozone®rqw-y,rw. CURVE TABLE WRVE DELTA LENCM RADIUS TANGENT PC PT C9 4T15'S5' ]1.54 1000.10 J5.79 18+9273 19+64.2] C10 14'40'2Y 243.89 9523] 12282 15+J4.]9 17+]A89 C11 141 M'08- 923.29 J]5.00 /061.00 6411.50 15434.]9 CURB LEGEND 08.15 - GUTTER LINE ELEVATION MR SURMOUNTABLE CURB f08.321 - GUTTER UNE ELEVATION MR 8618 CURB loa.Ml T.o. = GUTTER TUNE ELEVATION FOR B612 CURB WITH W OUT 07.82 - BITUMINOUS E-EVATCR - = SURMOUNTABLE CURB & GUTTER 8618 CURB & GUTTER BITUMINOUS EDGE B612 RP CUT CURB P, - PED. RAMP (MNMT 7036F) * - STREET UGHT Wem OA6ow to De 1/T - 6T°rw., s & M.I. � =�y 2 --Ml.ol two SPxT - 2357 2�. �t SPNx �.t. CM �T 2MO 5 ."'.t. 24' MNMT 3149.5 S Not to scale A?IIILT W WT /MI&T LE (GENT PC PT 1.20 0+16-70 0+97M 9.70 2+n.53 ++12.13 5.12 1+1213 5+35.75 SM 9+/5.O 12+0.45 D 25 50 100 GRAPHIC SCALE M FEET BENCH MARK mw GUA CU LCNGAGAES DRIVE & r�m MM ......O. PURPLE PARKWAY ELEV 1021.96 2 . . . Ej . 1025 ................... . ........ ......... ......... ......... ......... . . . . . . . . . . .. . : 1025 ......... ......... PM STX 3+05.W p ........ .... ......... ................................................. ..... . ......... .................... PM ELEN100.T.60 a 1020 LVQ 7 2mm LOW PT. Vk- 3+a7-6c, .......... 1020 XLow Pr El".1 1004.W. ... ................... ....... . ......... ......... ......... ......... ......... ......... ....... ......... ......... ......... ......... PM STA:6+m.aa 1015 ............... .... ....... OGH PM STX' 5+�C ......... 1015 ................ flGH ... . ... .... ........ ......... ......... ......... ......... ......... SIIHG lolo ............ A ...... 0 PM STk- 1�60=: atm. gg7.w, ...... i olo ....... + ... ...... ............. .............. LPN. K� 29.39 PM STX- T+r LVC M 1005 .......... ... ......... m X: 19.99 L.... ......... GRADE 1005 ...... ........... + 7a ........ .......... ......... 1000 -1-90, PM STK' 1�45M PM �.:287.89 K: X38 l000 ................ ......... . ..... ....... ........ LVC: ....................... - ..... w995 o 995 ............ ................... + + ..................... ......... 61 w �-r 990 990 .................. ........... ......... ...... ........ .... .......J. . ......... ....... . ..... ... ....... ............ ............ ............ 0 985 .......... ......... ....... ...... ......... ......... ......... .. ... .............. ...... ........ 985 .......... 0+50 0+00 PIONEERS 0+� 1+00 l+w 2+00 2+W �w 3+w H00 �w 5+� 6+M 6+w ......................... 7+00 7+50 ......... 8+W 8+50 9+00 9+50 ....... 1�00 10+50 11+00 ll+� 12+00 12+50 1�00 1�� 14+00 nwriV (01)Z71914 CONSTRUCTION LENNAR THE PARK 2ND ADDITIONSTREFF 3.3 28 16 PLYM!_N-RR MINNFVRA 5S i9FANNA M, �A PL CIE PL CURVE TABLE WRVS DELTA L&G7W RADIUS TANGENT PC I T C5 26R3'0' 108.24 235.00 5810 1+10.70 2+1893 C6 BOT3'40' 280.05 200.00 16850 2+1893 4+9898 C] 20V1'S3' 244.]3 700.00 123.83 4+'8.98 7+43.71 CURB LEGEND 08.15 — GUTTER LINE ELEVATION FOR SURMOUNTABLE WRB MEN - GUTTER LINE ELEVATION FOR 8618 CURB ®T.O.= GUTTER UNE ELEVATION FOR 8612 CURB N11H RP OUT 0.82 - SITUMINWS ELEVATION = SURMOUNTABLE WRB k WT R — M15 WRB 8 WTTER — = BITUMINWS EDGE — 0612 TIP OUT WRB be = PEE). RAMP (MNOOT 7C36F) * — STREET UMT Weor C e to be 1/2• Above Edge or Better 2.0% fi itySOA. Selk. �1 2'_MNW, - 2 SPMfANCC k MUIU w SoO. 1 _ bonne 2- Coat - 235] Surtnwn(able 2 -MNppT 2]fi0 $PNM93]OBe Concrefa CUN iY_Coaa 5 A to Bose 99re90 21 MLUpT 3149.28 Stlat G-.W Berta. (`See Note 7) Not to scale eBAY =, g RI URIII .S &T MIXER OI/ff T N .CCtlmMM WTI .nWT A411KT (FA (TIRE 2 2) 0 25�0 GT HIC SCALE IN FEET 995 '. :. 995 ......v .... :....:.. ..... .......: .:.: 0.75E —O.JBE ... ..... ffi — — < 990 :... a J sso .... .:.. ...... :. 985.. . w ...... ......m o ...... .. COA985 ... =oMOM 980 -. 980 ....................... ............ ........ .. ..... ......... ......... ... .. ... .:.... .. ....... ....... ......... :.... ........ .......:. ........... ........... ........... 0+00 0+50 1+W 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+W 6+50 7+W 7+50 8+00 8+50 narni PI�NEERe►,�� 20UE,d clte Drive (MI)MI-1914 F.x: 68I-9ase Mmdde HNgMs. M 55120 w.v,.p en61� �m+aa.a�.��dm.t N— m. �y`tmeivw.m ._. '� M1 Te ff,—" _ - STREET CONSTRUCTION LENNAR lsxisw„1 AVFNue oR,H THE PARK 2ND ADDITION �. .few W .. 3.4 cF . I. lastT an. u.X mara.aSAMP11F F.., AierMe m.om petty LT" " ib of I iIX, mwtimwtr /�'c.u�m w.¢ SEDIMENT TRAP _ PLAN LFORRINDIIVIOUAON L LOIS ma•e,n TAF¢AE �irvi YgHUWTOREO RY WIYCV,LLGSs4XOPEE. AWL. m nP ESS BROS.. CORCORAN. MN OR EQUAL LOTt "T �� yy�� sm LOT 2 r _� H� LOT ] ,. vb s L gRaRJImWs AAn suNaas �A" Li�F n.u� maea.r,noan mo- � I I SIT FENS Y1pIHE 5L CEP Ai aFNCE, HE>VV WIYD]7i 0.0O m R� nn.w mrvemwva evm.�s gutivarvina rmmn u 6 FI Y,t So. Ili rt412 FMeC _ vVOIL �-2 CIEµ CINISHED N. MODEL#CG23"m E\7 ` f'1C !f = .t�@"'Vwm.l "As...T Fqt RaCM YIN.OEPIN Fqt WG9XHIP5 OI As yM em aw2[Nt YTY.mM SEO EJi LONfsot SILT FENCE, PREA54MBLED(lYt) E s,OPE V� C /�aT `� toctM Nivt_Y/tll CetaleF9 acNNbx r nAM xm a . .,.tea— 1 �aotc Yl.t¢ }cn2_ X 1 / MQY MM r" NINE a as A, a, mq... .. mn.m . It . I,m�.a ma v cmn a la pnOetY -Is 3 REl tfi YIMYVY W T OFF KFIA, ukM1 Eerma n mYHpel`rpectliB3)tlkc qe, m ma/v Ll lm . n't I N.:n TO MINIMIZE RONOFF TRW 97 • Se 35]SNv �qw 4Vs1EP M 111.1 ': 1--, . t- N A." nYew w1.r rveba. won Do, L LOCAnM 0, $lu fENCE Ib �y�� ITTA FshAlc eI _ mvocn MN _F r I cones' FOR SEIXYENT C .L,- we Aer �'-� Nµ-NQ TROOP C • Tyxe-.AF M1as a mFs i, al e-6 ncM1et e1 lqW. MN-Rpl lA41G Conalrvctun en4m¢-t to 3' nenn weM sack al o ..." W 8 FN¢ Pelt 9_GPE xwx FwIVVR.ecR Ir . mWN r nerr asaca.t 1 6 0 %sdaNN \. rI+m. sun �9vnrvx ; o nWea N nuaneele a•-Slts, in a geGe 9ama.m HOIE: 71LlEA F/8RK SNNL H RSLED ONCEA RM 9 SiDP YW NCMTCX MRWp RCCR. Issas ,^.Ij/. Fl lEA YELN VIER ECN RNY ENNI NW REFACE i fAIER 5 ann�wa c saes' p a bnpo', v basal xeS+q 'LGGGEO WnN SEP'YENI. See Yxpxl Spee ]995 8 25 5. LOCATOR OF SILT FED.:' ? RELOJE DEBRR/SMAIENT FRp.I RECEPFAIX AFTEREKN RAN EYENI. Srvtl¢-NeW pIW<b o'd ism. FM i'EROIITER CW iR- ' Atles-NeM mM sane II Nu 6 t:l v geTv. SILT ROCK CONSTRUCTION MY CB,UIBIiSSEN CATCH BASIN SEDIMENT TRAP ( Qf EROSION CONTROL FOR FENCE ENTRANCE amm INDIVIDUAL LOTS (TYP.) ENGINEERING DEPARTMENT N.A"No" 5300 ENGNEERING DEPARTMENT �- 5301 '. ERING DEPARTMENT wn w. 5302A r.X eelW.p) ElL'_:-.-RN. DEPARTMENT 5302B x'9ca1 EROSION CONTROL PLAN FOR INDIVIDUAL LOTS WITH SWALE DRAINAGE ROCK WEEPER o�'�•A LOT 1 LOT 2 LOT 3 DRAINAGE $WALE \ \ \ s0i V.M 91y1 eE MAt. 2• X a' RpM1Z(MTA, AAAANs'a gNRF_Y TO TC MT YEVAR 1—OL' Alt— TOP AND YNOOT TYPE 9 MULCH 6-11• (IIY WASHCD Roca) t 5 EG fLO a O` 'Itr ` i TO 5£C111S RnA FA&PIC. BOTTW T.TOA. TO EA. PDST U9NG 2-1W CWIMW NABS OIRECnON DF 1� w l�.x a.:x. SURFACE ROW q X A- X S LWG YCN)FIAYENT .13.NF _ lE(ENO _— YM' "i 0 war, FABRC As PEA si TfBE SfiI6-t (wa«ti .). .LWIPp1AL 0-t0' CF FAHTC ' T)PE 19 GEDmXmE r_Aaec µCNdtFD IN 8• X 6 1RgCN �� 1-PL. atrvt. t.rvt I F.. AT BOTTW CF BOR Y11N 6'. 11 GAUGE METAL `STAPI£ COY.1iiFE>\I q(j( YLNIMETER I Vp?p v.•v¢ $TAPtES AT A' INTERVALS INTERVAL$ BRIG 4i 2 NWT TWE 9 YIILCN (t R WASHm RCq() ue Ne net of cla. 1 sW .tips. pens, o IM1e avectan cf totes plop CURB 6 OLITTER ^ 80 WEEPER SHINGLING SOD a 1\ �S nEF! ENIRµCE sTAvtE DOWNSTREAu N\OTL/ `1. 6-12 SIDE OF FABRIC AT 2' INTERVALS REG/�0 YrEF mll T=OMENT CONTROLCO LisSMII/.R INLET OIET PROI&L S.M FABRIC FtAP- WRY ��NpppFFFAAA RpJ^t TO PREVENT � � jhP ji xumve stall must pe —'-'.a Delve mr/tl1 Eetalernq aclinly Al"ItASHING 2 5 �mtmT ..I- u o...:ea`'.—.,:n'.-ri,�IA:atlo w..N.a°a,lm�ma°irler l'a�.n1 �I w1S/ -.:REenW OF t� - ..eleup9cpe_t. q. , p—st cones. Ps rates Togs. at,,,ppm. saw/or at lnce ', wF 91FL RO]( m'[P x z 910E SURFACE ROW _ 6 6pe l-p Ar, ., —,., a. Y aW p N - Q' nqe atdev, anfnx totni v m gYYk 1 peeir.et 1 0$I .�. 1 v m Consiru l t 1 to 2 C MIeE TaTI at o e=c epin al 6 NCAOS -OMTMACIM 91ALL COASTRUCT SILT BOt{ TO at IV fEOlFSn1E FA6Po<— 5'1p000L IN 6' X 6' TRENCH MNDOT TYPE 9 WLOI m1M1 ". e padlel 1a�1A d iM House fl 1 P ( $ha IM 1 2 'nd,es E<ep ¢ounE M1ouae L'fecily pNbs - s. WNO THE INl£1 STRUCTURE ALL fi YNIMUY (1 J} WASHED ii C) N1TN 6' 11 TAUCE WE noly as. DVERLAPPING SOD Ile 1-1 I . 11 II s gull potngauta a. me9y al%slpatwn :LEµµCE TO EODFS OF STNfAi SIT SO. STAPIES AT C INTERVALS 9epes-Sfeepn lM1m A:1 ntM1 Dust ue gvae I. IIe tatm oR iM1e .last nMC '.'A PIACF➢ tla µ EYUI 91ATPGE fi ALOW fi i0 6 OIW. WAT11E 19M X' LONG �O1G not yecfcrb) .vy>m N Is unEvsiwtl lnnl v •e "t�l"M farassin vnW aft." s saa Is"Two" v A,,aas nl seairy ' Site MWOI Spec. 1605 6: 2515. `..Is— OPE.vM'. TY S 4Ll e0X TO 7 v.v.V <_., ;",TW6 WADE POSTS CPoNA 24- INTO LAQNI AT 3C Non FapIWe Ip qe vecmlui nla i a sist1 eR me sm intluSn9 ' Sass -Rood blanket. a— INe Fny 2w. .v, -. - ( ) A4$ ANGLE N11ttlE E 11E E SLOPE GR HEIGHT IN FEET X 1Cp or rep[F w r e1 ea tIwJI pecgnea CyJocM n aarna9e6 hue b Zvi al • {• O.T. ALWG FA16E WATIIF 1£NGM ISKI ROPE GRADIENT T ar cifor goleel'm m peegv ep2 swaa-sap men avm If Nape is 4.1 w gwlar. WIN YEIp R EROSION CONTROL FOR INDIVIDUAL LOT WITH � cm INMEN SILT BOX SEDIMENT TRAP �E� WIN WEEPER DITCH CHECK/ ypff � SOD PLACEMENT 1� SWALE DRAINAGE DITCH CHECK WITH WATTLE _ :-.L-_WNG DEPARTMENT "N" 5302C a� ENGINEERING DEPARTMENT 5303 _ "AL' i9AlE IR ENGINEERING DEPARTMENT I 53020 ENGINEERING DEPARTMENT 5302H � Iv.cc Eve PISNEERenging Epp IIelIOSXN .DR 2422 FnMapliq Ef t (01)GH-1914 F,X:661-a566 11aw.mh WwWleMssai iA1 IT Ne a �°'^q�^�•®-a"`t xm® 141419 I'ENNAR THE PARK 2ND ADDITION 4.1 28 T90HIY MntlouliXighM,MN55120 www.Pawaal,Aaaa sooty 9mlmlTgpm DETAIIS 161Cf36T51AV�NUENORIfi OF esae Mt.Yl6sYk1®a sa Ns, 19M p1. 14t4T19 Ostia, INIR'C PLYh§Otff E MllB✓gOTA 55146 CHANHASSFN. MENNE$QIA NOTES I. ..Pe .1 ya or es u.ss y my.. Imq In , asT No un6YW,Cee z .-- Yl'a. nwle -1. v=9.lv+i qc 1 eeemxm ALA;Ap smm ryry E nrz tPntMxngv`n'� MJ Etlla. BUTTRESS D:MENSONS p g 9 t 9 L5' BEW aP BOQ eT 6 e o e o fi 1'-S '-5•wo -5' +'-5" y_t• t-0• W T�9 T'-5 Y-P t'-6• YF Y-d IY V-ad 1'-Td S-a Y-d L-d Y-6' I6" 3'-0" 2'-0- 3'-10- Y-0" e'-Y T-6' PD T-6" T-t' R1•-{ S-o' 6'-IJ 1'-10 cm�xv 6 pya mA+ 6. A9 6a tr fitti+p Y+al !e reabaNtl aM Ilegfgs 11wa1 rwbwlb v ya e s - se w�♦ P,ie eT 6pOS MN1 AS' R Y e -s.me 111L. SHALL BE Sba9TACT WTH A r E ORM �E CITCOF CONCRETE C THRUST BLOCKING CURB STOP ONLY AT SIDEWALK LOCATION STREET f PL VARIABLE SEMEN PROPOSED SIDEWALK ' SMALL PIONEERenenemi„g 2422 Enlapiz Aire �� (651)691-1914 A�doM Reipjm.NOR 36120 Pas: 681-9488 wx pvYveng.mn r Ca.poraemn stnp — N Plugged and HATER MAIN rust blocking may be a Mega lag cap w plug W/Blue ]cre bdOs. i bea to the previous pint is refused. After m sting the test requirements the air bleed line (if nstalled) Nall be disconnected at the gag with no aaditlonal compensation te. oter sbu a top w neifo trawa^t m0Y be uses to . and air but of lM1e III 1f opprored by Vne engineer. cm OF I AIR CHOM BLEED DETAIL ENGINFSRING DEPARTMENT jillowess, 1003 TT' see ts, so ax+ 9kbY4[a-Qrv+ X.. 0-5+ea SIN Fish Txx No. „s. ie' E mob- No - OX+ ie' BB Y Psi, N. 2502 21' 1rP Yam Ha 59 I.: 59 ' M. fig 21r' r NoB 1A'. eaerstrw 20 1. . ST MY Na 95i+ I. 5 Fdi. iHS(4 21 IN 59 M' .1 t9<3 ep Tla, H.. 6PW fi5' louno. In 0]e+ ES' thin'Nb-In— N. NEI Bd 891311 Hielwm 2.9ba—� B!3 xamer no Fw NF I'ofRe 1.M SSMm If Tne 0,1— Emn IN, ra Two va S Tns Gs aw, IN. W MRwN too to g/4' a... iI 'PNw }' of .a rzt t. sn. 'slower 103557 Bta>-Sle-6w 0-5001 Lm. wi- m': Na T Pia..s1�- aim 5 .wna IN... Gate vale Aa.p1r I/� Slai'A I R.R, u.rx9. a/z" Rw.. G eNE.A a Bal.sen IN Las Vaw AM Lae vow Aa.P<.. )L ' cov Yu.ls v Apa.ws Ewa w tm�mnt wa4.p I. g to Asel c-m StshNy N'� Melva 5tw1 W to k Bab u. Y bms LPm.1'�-.i'._- In W.l " Cmxea t— CM OF I TYPI_=_ -' amm AND 2 wGMEERING DEPAP 1,- -•. 10-1 HYDRANTS SHALL BE CLOW MEDALLION (SHO9M) OR MUEUER SUPER CENTURION ALL HYDRANTS MUST BE PRE -APPROVED BY THE CITY �+relitren szmi �m ... . Tma Maysauses, be JA � as tTTa bab oo. YE ' �Na Nn am m .`a v. vuW am they suslo saw layien was Y Y to Is No Imlem +V T+ew'4 Met I P. was wassa Ycu ac I IT aces. nt .¢ wYae M al rw'xe' was caxxn attN roffi z i`+LmNAe�I loon' gIoa ww o m` Aax wlYw.enues a<a.vaAlw+.1 1 M. isIm n2i 96 w. Ip�GKwMle,xrn PG ra wasawass 1 wsm m��iv.F swase �FFITOF TYPICAL HYDRANT I Now Tel I ■ ■ I ell = I ass.P. .kr : Tess, wasess I, "'i sss P alYlr6 RR on—m a a� m¢11 YE£aF5 FIFY OF TYPICAL FO(M MEGALUG LOCATION ENGINEERING DEPI ENT a 1009 - tl1aW WIfR gtIFA P� sa v_i n m Ei rss es d m as u n Eb a• z 3 a to z } e IS t 3 a n 6" 2 5 12 26 2 5 11 25 2 1 11 25 B• 3 fi 15 34 3 6 IS 33 ] 6 11 32 12' { 9 22 W 1 9 11 48 4 9 20 46 T6" fi 12 29 65 5 11 Z) 63 5 11 26 fit 20" J 15 35 Bp 1 11 N 77 6 13 32 JS 2P a 1T 41 95 a lfi 10 92 a lfi 3B 99 JO 10 21 50 112 10 20 48 Tll 9 t9 {6 1p9 36" 12 24 59 13a 11 23 62 133 11 22 54 t29 12" 13 2a 6] 159 IS 1) 85 153 12 26 62 1{B JS to 14 30 ]2 03 H 29 69 16y NOTE PdlWthNWne pressure pipe and flttingB shall be manufactured wIN campdunEB canforming to ASTY D3350 wA shall cmMm to ASTM D3035 mA AWWA C-901 pi CEAN epeclflcatlons � btrme: PL Bile, vanaae EODvmAtr B' Yetd b+ce Past MINIMUM FEET OF RESTRAINED PIPE REQUIRED ON EACH SIDE OF BEND FOR DUCTILE IRON PIPE INCREASE MINIMUM LENGTHS BY THE FOLLOMNG AMOUNTS IF PIPE IS WARPED IN POLYLTIYLENE SOS INCREASE ON ALL DEAD ENDS 20S INCREASE ON ALL BENDS. nIE LAfiIE wA5 PMLGF£0 1RP1 CRIhNA NENIeED M nE 1. Ewnw a'TNRun REsmuNT LE9w FOR pucnlT WLN npc. As PU&ISNEU BY 1HE WCTLE iRpl PIPE RESEARCH As500ATIXi (O-PPP). THE iABIE ASSUMES CW-GRAN Sd ANL T➢E IAYIN4 COXgnON s. PETER i0 pPRA FOR MINIMUM 1£NLiNs IF giSEREXi $pL no IATNL C/[�NMnLNs APF EXCOVrv1ERE0. RESTRAINED PIPE "NS REQUIREMENT FOR DIP ENGINEERING DEPARTMENT M Iw 1011 WATERMAIN OFFSET RESTRAIN NTH 'MEGA -LUG' JOINT RESTRAINTS OR ACCEPTED EQUAL eRW N1EPT iJ ]" ..80K fIX:SN (FAOC TLP 6' P,IN1N d[A. _ OhRLAP IM 1EE POST YK PLU rm' rcgPE ®R 6 PK mR-M PPE YN. 4WE 1/e PEP 1 `I/i POE puERR Yx (SEIL e)T QT� SRTFNi eFLO..LLL AF15. (MN W9SeI4E 3. WIFH Sµ T/M 4ql YANA ITROYTILMµOERY,AINe'TTO 3q TXE 5/ME 1PFNp, WST,LL { PVHEAVY ,PORT RE Pt515 , OPEEN oAT TO ]' ABOK iY6W11 PULE Np P. RID 6' CP POST I.., SEI, . TO ]. EPEE. NE. p W6YR2 WNFRiO K gSiµQ EROr YUN TO HOO4 EPEE. — W fFET. t. 4L HE 91N1 S M MNIOUR SLONL (]IIB.]-fj lW CVM2 iLRA •OAEGIE (JIIB 3-H} TYPICAL SANITARY SEWER SERVICE (�9 (LESS THAN 7fi' DEEP) PI8NEERenginee►ing N -e.w* nw ar 1 o.aen Hrrl sea r..r sees r�I-mmrXw mH Pew .e...e ama.... mo TRACE WIRP ro Fe R �� MAIN LINE TRACER WIRE DETAIL Y]ame n e0'N X6' ENGINEERING DEPARTMENT 5503 u PL V{RIEs 9' To, i« Posts insmllm Rom M-1 la T. PNave green goee Lcp 6 Odnletl 1 green. J— e ca yrr Bore �Neeeee %u9 N (xl,n.Z.zp (xzy212 xa,Yo.oz Min. Slave - Se Limmi ib v! Ertawtim U r SCYce Yorte it 6' PSpR-20 rle k verx a (eee note v odv.) Tomoea FOI Tee w wn ma 45- bend 1 1 er coo.. En sot Sanitary Seer NOTE=. 1. Sd—It Weld di bnlm (Nm GpsYetee) z ymm sonna.y se.ree Service is not ,<comooniee It, o eals, Service io IN. Swne TV, Inrtdl 0 6' Xeory Yelvl fence Post eel la 3 r 3 Ymt> and Point Tw fi� of Post iluexml Gem. ]. TNe Use of Bends SN... Rea4kted to Me T.. SN— m To. Celad Demorta r Paied ItoPriwle PropertyPropertyR Dmtmce from Mnio to Xwse ..ee Eds 90 W «t, 5. (xx,Yy,Zz)Lawdin den Of eMi<e Ilna al ony It dl Nenda al XDe (. Coe— ewely board'-'..) . oc 26' i-900 pl,e Ndl se used lor 3-1 CM OF SANITARY SERVICE RISER FH,,ORM (GREATER THAN 16' DEEP) FEVPMto ENGINEERING DEPARTMENT 2002 'J �.dP1 I p�eml �I _ Fw `rw wer.ewmn.... - w .Y.{ Note, sn,nc.-s_t MOF ATER SERVICE n OF CER WIRE DETAIL _'--aRmENr Fw.. 5504 g7fwe• e. rrmn / SECTION VCW i NETE_ m Al de wee nn�.'n mein (ra`I m a _ agµraY mlmeq.q..w.v.. m Im na .rq. sr. wu m f .r em rye STANDARD �NE11��11]Yl�e�� SANITARY IA�OW MANHOLE ENGINEERING OLPARTMENT w Ya 2101 ONE EXTRA eM IN EMTTCY LA�,,7- � IMD E.Me Bµ IX w". PLAN OF COVER — coYT�ou. I I YµXQ£ pl,.• SECTION A -A - so S NO 6 E No 4 IT WIH MANHOLE TOP AAB ..M...,,...... .... ......._.T1eLaE X12108 2422EX(eryne Dsiee 1161)(581-191a McMou HeigM1Y. MN ]]120 Fes: 681-NU r.POneereng.gwn 0ID19 Puc Fgeaep-PA MANNaE citsRNG & w As PER pETM RAl6 (211.. 2111) 6' CCHCREIE NOTES. t MIN TOo Of, YAL m r ABOVE TOP EP RMCS CASnxc 9W.M NOS NEST Of, YAL z %ACE -A.M ON TOP Cf Ci SED. Ave ",A. SE, J. NOT TO E DMNL E. T11pff ARE NO RINGS ON NOTE MAN 1a- Si, mmm & WllmllEe BARRIER RExsmm-1e ENGINEERING DEPARTMPLn TE ND.:ENT 27 09 YaluN. W to el M�Sry � rI r r Myde PAfe pmnel. Nalea Grano me eoRCI of the "y' Mdl de NAeInd SOz oil the°ulgd evn., N. Men errclm} wi c ..firma , d - ll en 1. d 4r moan ecLm the pPe me p4 bedding and ldOc+M pe uie0 m m dotal pole g2o1. 2 nwMdecp mm amlclm to —1 OSNA nJp and regiOWv for Ms mp 4wrAu PIPE BEDDING d� IN GOOD SOILS E RCP & DIP ENGINEERING DEPARTMENT M No 2202 PIONEEReeneming 26 EaMeerdo Oeii- uwNonm (i511)b81-1914 MMatlou NnigM1e, MN SSINI n F¢1i81-9188 w.piwlmmgmm 2J� �Y BT KIR SA BARIafR MMQs¢n vl _-- Y Brt Ka SVE DET Siff. IMdS MY SEE MTM 21p8 leX. 2-2-W1 d. J AW And. E NNEK CONCRETE Z COiM NOTE: 2-PIECE COVER MSER III ARE NOT AILOPEO SIT AEM COJRY ml OET.LL ...OE CASTING & uD SIAU AS % HR DETM 2111.ON LypIYS �� ON&w45 RAY ANJIACNRES YAIAXT Ni EPP OR BETAEEN CRANE AND flIN4S �TNGC� TE b ... AEANITARY ENNPE�S -y 2Y r TNIG( CW WflE YE DETUL 21M C�'a gT. 9AY ON BDGFA fOMY Ap.L CETM 1. M L IYREUSi CtlIgKIF TDySPNG RINGS SXAl1 ff N1N 1/.- 10 1/2- Nq(T R. 2 INPE AND FPP ADJJSIING RINGS 94LL EO MSL.MIN MT1 id R..find Ann M APPROVED EWLL ]. TIO SNIAS N NOIIDE NEw RINGS DE iNCV CASTING 10 caxE. e. RD('0 ypNSE��pRR�T PEN1d1TEp N Y IIYD N ADAISING RIXIS ON MANHOLE CASTING AND ADJUSTING DETAIL ENGINEERING DEPARTMENT INaT p. 2110 (:anppcNd Neliw Ei Mptefipl. GannactM Ip 95x of tin. stop Prxtar Density be CDOT 31l9. ' Notarial l MNDOT ]149.2��IIxRe ry rcd Note 1 'ec' owotn aM' DimIe1N et P'y. z z' 1 ® Cw ,-. nett- re m.Ndw/95S procic -w, 3149.2H ® NNWT ]If9.91 NOTES A Mob. Erp~ Me be repubM to @lemon One dyq of Inn Pepe Cendalpn .A ppid. it neeMd. PPe CenM1m nmRwp snY be n dpodr, ce MITI IANOOTT 3141.b1 — Nle oge"Nee. 2 P.V C. Mdny be NNWT "41f. select rapid, deco. MN 1. pa , and m Than OS 901an9 d N0. M rove. ve 1 fcp mM cmrem 1p aunent OSVA nuea r end I,fime for nol 14n d trmMp QFF� PIPE BEDDING mum FOR P.V.C. PIPE Xap¢1l-I° FNLTNEERING DEPARTMENT 220' � eNea l orc eei ]1/f ..`cgno o:.oi Irc geded �I�IR�MepmMAL �MO�F I MANHOLE CASTINGS 1 AND LIDS DETAIL ENGINEERING DEPARTMENTMU° w 9111 SHOWN AS TYPICAL I2' Ii' le MIN . uP—I ptlh, cnpPl7 SN C /fnbfinA M MC Old TTE 16NGM 11 N9AAMY 6EiM5 SITE 44Pi,, AIDE 2 M9lANIN MO COIPKt.p SAND 9uu C 3 lNeAATICN 91NeR£NI➢ AT pN3 El Ong INSULATED PIPE CROSSING }I6 ENGINEERING DEPNtiMENi Nolwd ®CN tdd native DO mOlYvda Q MNDOT 3149.M ® MNDOT 3149.2N NOTES 11. Me- eeistinq aW mnditlee me not meedtande Car Ea>IN mdlw cmyoNm I, the pipe Imp, p'pe GeESn9 mE decent Man be Mind oa snow aid- 2- Aeons m9inine nil be rtyNed to c.1—ne ih° depth o1 the ppa kumme ndation embedment mot" if nPpe Mwm ndoti n alaitl YMI be accwdmce .iN NNDOT 114124 cwne filer a9draple } Trmm rapes MdI m+o,r t MA rip and celfidNm. AN a, e,callms wd irenMeto avrrw s FFff OF PIPE BEDDING CHOM IN POOR SOILS ENGINEERING DEPARTMENT fl°1L N ---------------- s.arM e.. �.N.N N I S�e. r RernEe�[IYS � Ne. l w.°s rr wy �we wa �r�r erN SLR.-�drttEEEE�� eN . Mee WIR SANITARY SEWER SERVICE LINE TRACER WIRE DETAIL ENGINEERING DEPARTMENT I -- 5507 ... ... .o x�g it A- Rrm) . Yaa ArcM9 4CTON NFW 9�bgYv9®.n .[11m p+.r: rnaR�.a wwnMa mrLe (M) PI Rm1R TIP w III, r sPm}y PLNibEM �I�qI�AApp W1VI SANITARY MANHOLE TRACER PARE DETAIL ENQN MRING XFPPRTMENT naa In 5508 -fi Wrvete ctl'> a1. CFFY OF I CATCH BASIN mmm 27' DIAMETER ENGINEERING NERotR T � 31D3 _PI8NEERenenwing 2422 E1veepi M,e, (M1)681-1914 Mc9dole Haply MN 5512O Fu: 681-9188 wvw.pmmmgmm Ccv[n9 Ltl mw Alr 9 p ($ Rely 211. b 2111) 6' Concrete Cdlar J-� - R-1RBIA 1fi' m cmfc.lgn Aql M mip,.LRw.aw I.Larg.y Nelwpe Irwn Ue ..I al Ne mIPP .al. Prewil In I- arPPI Yv,t p. 1n v1 / SECTION NEW gap e z `I—. u. I..`vl - mzW1 w Pr- I P,,w rm a s'e b 1a rlgm m m. Iv a Yap m e 9' pI .PRf alvplRwf w 1 I1e .1-1- It', tpm A Eeq pwm NW P. I. CeYr F wt,be It In ,ig. z. m u. arrange [. [m[n pom , o ailnPa.l ma vPI N 1 un 6 areq..ei a PP rre xoln earam.a level 1 t . 1m .w1we CROP STANDARD STORM MANHOLE ENGNEERING Wl`MIPN61T - s�mme ` i - i M Wlu•9 xmm rul to Yde c SECTION A -A CITYOF CURB CONSTRUCTION CIS AT CATCH BASIN ENGINEERING t ARTMENT .LSrz p' 3106 2-INi4vs (Avm) } pNe Ndi Ce load vt rt. l/wTpenly ve it J It PLAN fnlyAv.n [mtn9 pa1H lv a 2 p a Nenal y R.b9•]-vaV w� pvy 5' 1Ya n vigIm av m wA pmn. II Ytvi }110 b aGpnYr9 a umrwnl6N e.LL NW ^YY.m'anLL tap ea CUC c R,u mam.l. [qw fi. s u-,oamr i« ao r Gml CIA - SECTION CRY OF STORM SEWER CATCH BASIN 2' Y 3' RECTANGULAR 71 :V`� ►rye•".•: PLAN :. ice•. � .:� •. e M DETAIL PLAN. vG Aem x- .1 u a• PIP a .a.a y4iti aR]Lsz-v -tt,g ma aW a 211L211i Se ana III vdM.vrrmr.. a� 21W. r.Ma gebelx. p .. I, It PI, 11.1.w .1 W.1I ' .1 fimmlx, elma:`1iv e , Isa:it. - Gm1 w . vw11g11a a 2' .v cm OF COVEN - s.e GR, P1o.e No. T1O7 a rpm It—, m� iti -t-- V > bolt,, ISOMETRIC NTS Rpda a w.[nw qe. m rwlm gvrE la flmeawmd -tii . Xat G4 9q+mle. loprlcal�m }IUA CL4M 9SxL P. zr-Rr u R- 3/4• 1 +9•--/z- 1H's z' Ancnn potn wd 1, tl4SS 1. Y' enl it—[mWrifidm[m, Ma Ce 1omN1N 8 irn1WN �!111m1 bvY x. 41 acre. r.kfmaea [ravel..- m m. PV. Aql Mw IM P.Xx IItt Iw a eafnt ] pnb M1o' <ne gran ]. Y n Mlm I. ecaoele rq[ma m etlelin9 Vbe iNl pe lW tv IM foal I pe it— Ipe apm. lrvan ¢rcrp[ N WY M ple[d m FIeM1 am q.c FLARED END SECTION aw10-1G ENGNEERWG DEPMTRffNT 0."`1d 3108 PIP It— T. FI1GI IBIN.V IF£fR125 I U pL ]0 SV ISr to Both 1&V To, Bwz Ww Gux ;o Ia l1/ tee, AEoe EOge p aPtHo 9` �p zpx zoz sA Js 1' M x uWoPNPIi I.'Spa 2 -YXUJT S. srrtA3wC o Tn. Tocz Coat - zxT $u �IJIp S-YNWT x]fi0]PNY631WA Wp 12'-bass 5 ANNT a Bav 2C MMal 310 zB .1 Ronmv Bmrw(5s Not, ]) Not to scale 'BASE p2P5E ToINaRF ASRIAET ®Im IAAGF Y « ACUYAANCE wM AEMOT ASPHALT MARS (TI 2NO-2) E 4ee1 qwe ),OC 3. MN'mum slrxl grvae O>5S fi' ropso:l plouC n a:ztwpeE ems. A INRNI, in wBma =we. 6 ¢ a1- Al J 1 e P IN tAas<J NN nert wnzWclim N✓9 Pm etll a' Pe PilumNwr Cax ]. A t¢ o I HN Nm«ea wolto zaall H. 1P-f N- a. In IM presence o1 a c:lY ^We , D+ 'i" PAN H. wlnantY to •aµMe NA AS— w1g ra.eclm Ovaea IAe 1-1 1N. C toon:M ✓�; 6e NrcN Yong EqP coos of rsamY Sx plate 5212 Iv oellais. CITY OF TYPICAL RESIDENTIAL STREET SECTION NNK:c�,E1x1Ya1-..::. =INERT 520E TAcu RE59LY". ACAW TYPICAL COL ..TCR REAM, 6' Neglt 9' 1mg NPNAWnd Ntignt cv 2 T T YXWL BfiIG CCNC C! G @pYaRRAgE C h G SECTION A -A CITYOF TYPICAL CURB Cfl9tNaSSER RADIUS .-ERAG DEPAx1EIEAU ` 5204 PI$NEERe►gineeri g 24IIE Aaw.amm (650681-1914 Mept!.'._ .-t..MNmI2G FAA: "I-9NMI «Hoommng mm TYPICAL WTOMINOIS PATCH PETAL E ,CTNG @a@4g5 EU6ME sMNul Au @TLitNDUS EIX+ES. (*YPJ S Etta xM 59NTwTwc "as coa zu] x' IM'Jl 2.leo SpmIB3ce 12 iNi. UASS 5, 1. GNSNEo ALLFEGATE ESE. PaiCHlxc NpTF� 1 C. C 5 INE.W EDGES. XEM@h @IIAfIpE M1CH AATC M'P [rpIKN CIA£S 5 W.lCSH TO ACCOMAN16AlE @IIAIINWS PAICN, 3. UE Y TAENA GWPMIIGN CF pWh1 BUE 1SgNED N. TO PAXNC. }. W v A- IN TO Au Ettis. OMSE fm W- MSE Ncw twEz6E lERr1 N IEU Cf BASE COURSE w BAS- T. USE BASE CCWHEOR 10 cot. Coo, BASE COWSEP. PATGI. 5. NLPM BlX ISWSF iU NLLY CDJL BEFgS P. NFM Lu' MSE 6 IC -AIRY TAIX TO, NL EWES It, Motes) N(I PATaNEo BASE ME. ]. MAU PATCH AKIN EWES TO CENTER. REMJYE CAN M'lU NATENML ERRING C S PATCH 6 TRUE AM IEVEL . SURNOLROWG SUREALES. E TO SINXUYIE NL PI,1. PPogi TO APPRIXAL v:.NAM' CO. IERpC REIXNRD. TgmTTv 1. W1CN Ipt@i EYTNG TKKFN6S Cp2 SECTION. C111 OF TYPICAL STREET 'ATCHING BITUMINOUS iEY15 F:�: 1C-I6 10_ 5202A finzs' bRaM J. len ��J STANDARD CUL—DE—SAC Aa. BRAD. URBAN 1S,1 A., .1 AD•A, NL MT. R � - __ - = t,E tFh4R9 TO, GIX 6 CWH MY OF TYP CAL C9�IM13 CUL—DE—SAC - I ENGINEE@P1G aE➢ARIIR4I I11II` 5205 fzi_wn.czFNcwF6Tz30 TYPICAL WTI1MINo12S PATCH AROLFNE) CASTINGS OETAL eMY«Y_5 Edl5 Ez61«E YVIQE 011 GTE YIL`IE 2e w. EKNIwc 6nwars @mrAli 21"1 Ir 114 15-1 GSIISL r uxpm v6D sPNwADc TACK COAT 235] R NXWi 2]EU SPMX3}.VIB EONS: r S 5 .EDT HA- N1 CEDES. MEMO c BINNINOPA PATCH APCA AM ENOUC' S 5 YATFANL TO ACCt Y. BlluuItt PATCH. aVN/L C A, WE Oz UtYIE� RISE RCOUNED 151Cfl AS P.Anr4. -ACTOR Wv USE NEAT LOCIPSE MAIERILL X LIEU Oi ESE CdIRSE - 11.1114 CUO TAPPER ON BASE COURSE PATCH. .x EASE COURSE 10 N1:1 C..1ORE P1FGN6 SEEM COLASF. I. AP7MIO NI.0 AGENTS Yav RE .. phR CASrIN'S. E-AP11 TACK TO Al EOC£S (11 XEFIIW) AXO PATCHED EWW AREA. PATCH CTMY EA'.ES TO CENTER. REUSAE ON Apo WTERNL Pw- JNCNC sO PATCH IS iNU AND LE`hL tFaN sW@UNCWC S E- rCq TO SIHIN A, PAT M, PM'A. t rO MWNIIL g. YNWT 2360-d1dH44v COYPA . YEIICD REWM 1p, pAILNEL APFAS S. W1CN MMDS EOSTWG TNICXNESS Cqt SER'._'. OYA� TYPICAL STREET PA.TC1IM1L Y„ AT MANHOLES OR GATE VALVES (8'-JSUB^U° NENSFII 10-16 wuuEERwG IxrAxTMEnr - s 2e y I 5 I ERmsY^ .blt EL«.Ym .benl (zs TrPNYm) rgo.l (Mlt« A 1 q �wa1«no. M' p« lml r 1 -NI-eMge tIIme 611�1 —� SECTION A -A A-H Reo, No SVYe N OM i. H.rgny6&. M mal«Y - AAWTo.11 z 1 Yaclun .1pNb 6' at.. �a«. 1 Mm, Sposlq . M . Y Y 1«s I- NFga STREET INTERSECTION CONCRETE VALLEY GUTTER NENSFD. 1p-t6 ENCRiEEMNGOEPARTMENL Mae 5206 lot st,sas Y Top Bil—io— Ypt«N 31M_' M 1` 6'• IC IxNT B61e cmmlN con ma u,u« I�2 T 2', TOP GdANT.ws Mobil _ str p6 tmoelN wp N« anl« .: - T1I H 1Y •• NOT[ .Irn Ptlwte hi.e.ryx AH, v«uNn LNs m u.alop. aR I x'R i6� Tap BiWmnwe Yat«ia 68'R <:;/2' • • • \ IT I/x- la "S" 9mlwntmle Cmm[e O.6 mtl W1W Isk,' y.N 6, B1�xmw « _a @amv�ws Lun 1' 9.ce Eomlea CIT/OF TYPICAL CURB Rum AND GUTTER REMISED: t0.16 ENGINEERING OEPARMEM n6NE xo_ 5203 MO CLWtlRIE NRB . W m E<vO No. m �o Now =NPIN I AT NNAPA{q CONCRETECMB k WTEP m ! « s Yaa W- . --- .®eS r e�.,e.r. =® •w NN.N.�.Nww.NrN.Nrs ue Cm OF RESIDENTIAL BITUMINOUS DRIVEWAY ENTRANCES rTH AND WITHOUT CURBS - ENGINEERING GEPARTMsM n@E 9- 5200 y�( ffg OF 'etlestrian Curb Ramps it OMEN Page lot 5 eY�aX3NN ENGINEERING DEPARTMENT M 1O 5215 F � ets�, M fa aS11ill 5dii f lei[ {Si {al ,r. 4 It it {1 4i ` g d � i s �j MOF Pedestrian Curb Ramps.. MEMOPage 5 of 5 RaSSNn ENGINEERING OEPARTNEM PwEla SZI SD PI8NEER�ng 1 , Si a Sss Y i a! e• i s, •g 1 NO ' •1 x 1 M� �'� ' 6 �" r'.. Oil ,.-••• • � DameA,mia•HHeee Pedestrian Curb Romps`Y Page 2 of 5 �NIDDNNG DOl`MNOMT 5215A ,Y w,GH N VM 9L£ a 1/e PU rT SLOPE g 0., ROWwA YINn11N u, 12 VAR[s I� aRB t TWsoL TV`Cu MNODT 236o SPAEA3AOB 6' Cu$$ 5 BASE A. SaRCR4M PECCYPR SQL ENGNEER � WIDFRS i0 BE eACIVUSD AND REST MM TOPSOIL AND W-WW'AM WON $W M SEED / YVLa 3. ME COITI. ION CR DEKLCPER p1. SUPPLY A 2 YEAR 1 WS Y lE 'ONO UPON QP.' ACCEPTANCE 3 INS ME / SPEQFlCAOON$ Aft Y... KONRINMNIS ADLYIIW/.t C MAY $ "O RED OUIDINNG ON EXSTNG W13-CRAM . ou,.IDNS a. Vlul NGus MALs MAY NOT 2E CONSTRJCRO ON UNRJIT E WI NO wsT-- YATONAL &SQL pRT. ON QiCANK is ALLY. 5. PAT RIG OT EXeRNM MANS A A L BE 'uU WDM AND NO U£SS THAN e' LONQOJ PIAU-Y . BITUMINOUS TRAIL REUSFD: +o-+9 ENQNEETXNG DEPARTMENT PUT: NO: 5216 r Pf !a F�ek1^P9 {Doe { w 5{ ! 92a l{{H Ss Si +s�4 1 � e 53 cm OF edeslrian Curb Rampss� O9�NH�SSEN Page 3 of 5 3EPg2TMENT wa In 5215R Tplcd sbttl k Twltc Sqn Inatdl.til ne 9N + Q awele vvc e i elfic S,I as Fpu'veE - Bvll� 0>ecrlMnls� i le. r uP.e. Z. $Wme Wg2Stetl _ W,m uM StM Siq: Posl Pert 312 a31B5/TT. pR�S/i6 al' v t Bdla - And:m Pla\e Ali, Kleen ? 425 0 NOEeI a25 r P N. EWaL_-- Q.p @Le. @' Mcnv v-P.eu_may oa.., sW heldcr.en MQRS: Ba3es Lvc1 Sbel e ON,1 1 Iv- Of. erFu $Rye, B$tres s""(mN"e'52-2-0 2. Ew See sRT-411 ors -,-a ste.l a Puq S t svYt snNl e M t 9 O H19, Owa E 1 ua 1 tr ,P Doe 4 1. P le $lrm 5 i e tM Svne m AbegT Le\\cy lP Oe Bo4rywn6 STREET AND TRAFFH_ (� SIGN INSTALLATION ,WEa1W ENGWEERING DEPARTI$NT -- 5217 s 'c IE { ea • ?i i i{ 5p I c{ ling' INa'. i,s a ,S S $� E1 ot Elf Peaestrion Curb Ramps maw Page 4 of 5 :.r:o5sax ENGINEERING DEPARTMENT 'a 5215C IV AGQtF YwoT sLIECI wswv.w awRnw g k uWRSE fILiER AIXFEAAIE � a ROOT nw.aN g w `Q/.Y wF-IXMF .1' PERYCRA+FO %Pr YM 35 ':OIQi QAY 5Le-4RAR" FOR PIPE PukQ•mT TRENCH DETAIL Perfc,o\eC PVC PPE DETAIL G'ttNc �Q AP I ...TI NO. Al LIY rtR 1l e arc's10 Au uRM4 P i li 2 $WNc nrs TO RE ... ON .-OUILO rM ALL Q£ WTS AN. ENONG ION, TO 0 A.I,. 3 $m .l 1. Ors.N11 To B rn6�1m11�O�Fry 4" SUB —SURFACE EOM05JSL11 DRAINTILE .G DEPARTMENT g IcA+E NO. 52M { @£40.11N10NhtT-0M1.S 2422 Enm,pxa Aire (651)U-1914 MNM@f HcighlN, MN 55120 PAY' 681-94g8 v.PswNneng.c•rn Usr � � I wpx ppcM Txp®Ta pBpfNi]N � xuo mFT wz - ow wxe oNro eox cwsT nnx ue xrLax N0.STIc IN49ATWX wASNws 6Y.m 115Tutwul psa TFRwwt Mdwwpp6Yc,10 wUNalanec TPI®lwN1F mpMVB115 T0..®I Bpx lll1 .wvA IMllmawoMUR m.F � am-NECIRK � YELIM'fvw � CP.VC.E.6MMNPAitl111 � w6. roiAD�wA,a � (REEN. YwFII � 0.WN£. NAIX(O WAl9 IIbTV 1A110H 4 W 1 lg1AY MAHIRAC111RFS INSrNV CiIONS. cwssNau �mloR mom ro m spFapc ro IRIlI1Y epmGTNrsm. �C�ITW➢�D�FC�I1 TYPICAL C W YtlG 1 MAGNETIZED TRACER BOX CONCRETEIDRIVEWAY BOX CD14 TP ENGR✓®tiXG OBARTMBii a 5500 PI8NEERenjing ]4] Elllee.life Dirvecw urom.ems (651)fi81-19P4 Mado,.Hb,h MNsslM E+x'�1-%N1 wwW.pmme•,mn CURB DETAIL BD ' °non°n'ili=nP I fIi ICTIC - -r • NT 71�11'TRENCH DETAIL _ lid II�.Il:al�l II ��"7IN 1 ILA n•La!I Lw� —1 IM PRIVATE I II N'TYPICAL 9 D WNI%Q TApmroTNN � � �ies—� a TSRrwxMl iN Iff)D B]LT NMI nGnlemlc 4 plNlOi C/S! IRON Iro wsxwAsrlal, xur,umwAsxal wlm slavewnm roReMAreMMs NW16115Npy1 iF1P9N4 rwsTnoN A,•IlaMrtwc vw.ruLwpM pAcx mwpl[Nls AMQMOmN4N160D Tw.axwlr� TRA[kR 60%lR) eswA�oxw m¢m¢ w� R®-EIRlp1C � iHIGV-fA5 � apwee oM+nwlunm � wLE.4pi19F WAlFA � 6Fd-4YhR � PA0.E. RELAP®WPTa NDTFS: IMTNUTIg19WL N1lpN WNiKTWE51N5TRUCf101E. revs stun a nioR cm®ro IE sppmc Ta vrnm apw6 r ergn. TYPICAL MAGNETIZED TRACER BOX Ism LITE DUTY BOX LD14 AD) act ENGMf9UNG fxYMIl81i a 55p1 SEF BELOW snerr � w6acaooxa - _ Fxrsnuc piNNTUE suup oisaA a J =... 3NF W Np [glrypATW wt'..'. pmnuE s M NK 3- YwYVN 1} pcV 59ApNG ,- n6x1eLF zv mn C0 OF HOUSE SUMP INRUENDETAIL PUMP CONNECTION ENGINE.,'.. :�EPAR W o 5236 w I jj1i1� y WATER SERVICE TRACER WIRE DETAIL _ ENGINEERING DEPARTMENT lurt Ia 5504 Y-O- 4'-0- Y-O- I/3-.fi ColvmiueG Eei:r 4, E I-] v1 Nwrvnv z._z. Ilbel -. 4 e Wmber - _- E '.� .PPROa. x. rre.Ma w«d p.m F? wGelle, "o I 1 roe 6 bp...d ,«e .e.1«,� ..all « I�Rr ,wneeledeee m I - e ,A E I IM9 V ^9 xec . SWq - 9 In reeui Is pp Spec. }S2 ]A2 SbMwE W. I. -tenfi, b,. refi—I—'et., m - a o M ., be pll el q lwnl w ep- .01 r.,m �yb V o< SpeC ]..la eelM Pe by 0 yeea aal pa t emlwmin9 by ' e epee. 1 , epp' a mM N. we eutteeei mt —led .m rcbbee. e m,ncoa wu,es :.w be eemgele ^peeled aM ,.n.ewlza .eating ..plied h19 ,ore .!-.11. 1. peal¢. e C.nlcme r mI be .I.cee lC-a- f— .. . eaumin..e .. F.nic. - by, -.—d . ,wd.,, m be 1-1 Lefc n... -.I.e i .once .:u n. bbree-. I,owm .n sde, �T,el, "I . oe.., CiFYDF TYPICAL (NMI] BARRICA E 3:GRIEERING DEPARTMEM wM xucswclmecs,s:.. I "Wa illillillillillllllll1111 In i KNOW ALL PERSONS BY THESE PRESENTS: That U.S. Home Corporation, a Delaware Corporation owner, of the following described property situated in the County of Carver, State of Minnesota, to wit: Outlot G, THE PARK, according to the recorded plat thereof, Carver County, Minnesota. Has caused the some to be surveyed and plotted as THE PARK 2ND ADDITION and does hereby donate and dedicate to the public for public use forever the public ways and the easements as shown on this plat for drainage and utility purposes only and the public ways. In witness whereof said U.S. Home Corporation, a Delaware Corporation, has caused these presents to be signed by its proper officer this U.S. Home Corporation, a Delaware Corporation as STATE OF MINNESOTA COUNTY OF This instrument was acknowledged before me on this day of 20_ , by Corporation, a Delaware Corporation, on behalf of said corporation. signature printed Notary Public, County, Minnesota My Commission Expires In witness whereof said City of Chanhassen, a Minnesota municipal corporation, has caused these presents to be signed by its proper officer this 20 City of Chanhassen, a Minnesota municipal corporation BY City Manager By: . Mayor STATE OF MINNESOTA COUNTY OF This instrument was acknowledged before me on this day of , 20_ , by and Mayor of the City of Chanhassen, a Minnesota municipal corporation, on behalf of said corporation. signature printed Notary Public, My Commission Expires SURVEYOR'S CERTIFICATE County, Minnesota day of as day of City Manager 20 of U.S. Home I Peter J. Hawkinson do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey, that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the dote of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this day of 20 Peter J. Hawkinson, Licensed Land Surveyor Minnesota License No. 42299 STATE OF MINNESOTA COUNTY OF The foregoing Surveyors Certificate by Peter J. Hawkinson, Minnesota License No. 42299, was acknowledged before me this day of signature printed Notary Public, County, Minnesota My Commission Expires CHANHASSEN, MINNESOTA , 20_ This plat of THE PARK 2ND ADDITION was approved and accepted by the City Council of the City of Chanhassen, Minnesota at a regular meeting thereof held this day of 20_ , and is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subdivision 2. All monuments will be set as day of 20_ , specified by the City Council and as stated on this plat according to Minnesota Statutes Chapter 505.021, Subd. 1. CITY COUNCIL OF THE CITY OF CHANHASSEN, MINNESOTA I_ Mayor By. COUNTY SURVEYOR, Carver County, Minnesota Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this day of Rv Brian E. Praske, Carver County Surveyor Clerk , 20_ PROPERTY AND FINANCIAL SERVICES DIVISION, Carver County, Minnesota I hereby certify that taxes payable in and prior years have been paid for land described on this plat. Dated this By. David Frischmon, Property and Financial Services Director day of REGISTRAR OF TITLES, County of Carver, State of Minnesota I hereby certify that this plat of THE PARK 2ND ADDITION was filed in the office of the Registrar of Titles for public record on this day of and was duly filed in Book of Plats, Page as Document No. By. Kaaren Lewis Registrar of Titles 5'amalso 20 20 , at o'clock .M. CITY OF CHANHASSEN RECEIVED NOV 15 Z019 CHANHASSEN PLANNING DEPT PIONEERengineenng CDMINUNEM IANDP[ANNERS L NDSURVEYORS iANaS EMCHURCrS SHLL1 1 OF S SHEEI'J THE PARK 2ND ADDITION 100 50 0 100 Scale in Feet 1 Inch = 100 Feet m / LAKE LUCY 1 TE ` (LAKE ANN 1 ' rJa I ---------- �i SEC. 10, TWP. 116, RGE. 23 LOCATION MAP NO SCALE BEARINGS ARE BASED ON THE NORTH —SOUTH LINE OF SECTION 10, TOWNSHIP 116, RANGE 23, WHICH IS ASSUMED TO HAVE A BEARING OF SOUTH 00045'14" EAST. O DENOTES FOUND CAST IRON MONUMENT • DENOTES FOUND 1/2 INCH IRON MONUMENT MARKED BY LICENSE NUMBER 42299 UNLESS OTHERWISE NOTED. O DENOTES 1 /2 INCH BY 14 INCH IRON PIPE MONUMENT SET AND MARKED BY LICENSE NUMBER 42299. N 1/4 CORNER OF SEC. 10, TWP. 116, RGE. 23 r 3 in ^ 0 S87 48 41 E 1014.92 C� S87052'12"E 4 464.87 Z J \ \ /ram 00 �. --'�`� WETLAND P \ DRAINAGE AND UTILITY EASEMENT _\ �\ OVER ALL OF OUTLOT A oNhWO") o°� — WETLAND ; - OS�; -,S6S. rI 23• \Z^o500 0 �� I �� S, N'� 94. ' 81.31 �'\� ' ,''� - OO R qN SSO�g649" N88°11'38"E `385.71 S87°36'�55"E S7g 52,4q>3 �� S 643 1 / E 2'4 \ �A ii \ ! 320.71 `, '!T3N 8"f S>p 0159 °� �\ 63 \ 33S q fgsf /`' I oN 803E ^j' �� N� B1MfR'T h /l �U r rti I I w Ss/ 9� S9 �°°"� 57"E\' \ 00j pFR \�1jV'r```o 3 ! J �`?79.69N28°2329.32 �� / 2 3I_��N00�1,`,o (- tiWETLAND-- � DPEARL DRIVE o0 ' `�' w'N zyto0 w ow 1°482 �ci 3 S ° II v. �� mr rro ��y1 V �v / 1 � 9y o / 1 '�C, 7 0 J 1 25 I -- z> 2°9° S72°0747-W < III 1 o0 018.37 ;--- k6 �� 1II ' C ' / ' 141.49 N87 b5 30"W c� 24 / N86°48'18"W / 23 /N25057'334 E �� I _ cP� .( �.�_ ate+ J�p ` e01 59 1 11 1 +M / 1 ON O ^7 Co // I r N 38.08 �/ VJ CqC6 V' \�^�`\\`^I� - i' i a��j �4�',, S06034'00"W `�f' / z -Nil° 5 9" �. 21 v WETLAND Co 4 I ,1I°55 2 '� 4 " / 2 47 s 60�1; "'" 2; 1 N SE A 4 Z / 6a%rp �o, i CI %:� 6 SEE SHEET 3 OF 3 SHEETS 5 w S13°5246 E M N / N 7 19 'y / SOS 73 >4 S1 18 s j� 822'� 51 G� FAT ,9,� 0yAo A� ] q � N65' ° s 1 110 10 / �soo3s f -�� 69Y3 l�0 ' R RS' L 14 ,� 512°31,13 W ' c,�� >>, 3 rya 12 56,3 7 0,•00 O��V 5 �1 �� J A �_ > `� 6j - = > -- . � y NN 2 > > F 6° � N �� Ss°,q S•• bc 4��`°6�y'I I JOB aM om I WM S 1/4 CORNER OF SEC. 10, ` TWP. 116. RGE. 23 �- i • PI8NEERengineenkg CIVI GPEM LANDPLANNFRS LANDSURVEYORS LANDSCAPER OffrEM SHELL 2 OF 3 SHEETS THE PARK 2ND ADDITION 60 30 0 60 Scale in Feet 1 Inch = 60 Feet j� LAKE LUCY n \ o I TE _ \ LAKE ANN `v J i SEC. 10, TWP. 116, RGE. 23 LOCATION MAP NO SCALE BEARINGS ARE BASED ON THE NORTH —SOUTH LINE OF SECTION 10, TOWNSHIP 116, RANGE 23, WHICH IS ASSUMED TO HAVE A BEARING OF SOUTH 00045'14" EAST. OO DENOTES FOUND CAST IRON MONUMENT • DENOTES FOUND 1/2 INCH IRON MONUMENT MARKED BY LICENSE NUMBER 42299 UNLESS OTHERWISE NOTED. O DENOTES 1/2 INCH BY 14 INCH IRON PIPE MONUMENT SET AND MARKED BY LICENSE NUMBER 42299. �`36 ")' y 22 Sg 8 26A>43� m U 2g1 C�2$°g� cog �%� 3g" A = 03°42'29" R=396.12 25.64 CB=S32°04'07"E PI8NEERneering CIVE.ENGINEERS LANDPLANNERS LAh SURVEYORS LANDSC.. PEARCfflT M SHEEI 5 Ur 5 SHEEIS THE PARK 2ND ADDITION 100 50 0 100 Scale in Feet 1 Inch = 100 Feet AREA SUMMARY BLOCK 1 = 52,592 SF BLOCK 2 = 14,785 SF BLOCK 3 = 79,349 SF BLOCK 4 = 242,011 SF BLOCK 5 = 104,028 SF BLOCK 6 = 76,623 SF TOTAL LOT AREA = 569,388 SF TOTAL OUTLOT AREA = 932,129 SF R/W AREA = 172,178 SF TOTAL AREA = 1,673,695 SF 1.2074 AC. 0.3394 AC. 1.8216 AC. 5.5558 AC. 2.3881 AC. 1.7590 AC. 13.0713 AC. 21.3987 AC. 3.9527 AC. 38.4227 AC. PI2NEEReneneerang CWVI - GIN££RS LA PLA TRS LA SURV ORS LA C4 E£ C=-.(75 THE PARK PHASE 2 GRADING GRADING &EROSION CONTROL PLAN CHANHASSEN, MINNESOTA w� 1/ \ A l/t ! Omlgt n urrl ; tt , of , PI'SNEERengineering LLJ D #� �y o P AC LX.� C!W(mu Wq WNM ORtHARO lK < .y! + KORIWAN.. N CV �t Loke CT. q 'IT4 N 9 O.J' S GATE STELL4Xa' C ..ou • R 7 lM Oar o.� (< F �a` 60 OREST w .°. 63, ST CT. `SprR V J' y^ 4VE 2i : O� Oor ILLPNGllR 4J' ci zL„3' eceERLx.= � i+' w. csm � ar y, cRESTVIEw Wih. g aATT °EP4, Fot' & q( CRE TYIEw cot, T. Q = vl IAIO s �4 CIR. 4qf LAKE Ll1tY tk OIL H1DN r cp &S � �' yCT' w' j� y WF DONIA wFSTERN DR. ! 4Y LAKE a v o ,pgY' CARVER DEAGI Rp I "P! i .TI16N R33w w o H LN. R r� »g GE's 4NR RM V ��u �$_ 4 Harrbon � ~ Ldec L.q ,y. � o EA Rp. K W tNT w 2_ HllLICT. Lulu .a w R mk SITE UTICA LN. �u • C G �fINr TIAG Q 41 �� y TE c. oR. yyJ �$ f` DR' Laka Ann W Fq N RL &ADDLE CH EWA 'IWO ST. CT. fl. fflEN Y CIR W °; Ey V A c $WANWAY G AZ N R SA W, tl my WA NAY Y VIW�p„ ApDR. l 39. y ?AM YYY h Yr ST, COPCRATE m +� s �' P WK ARBORETDM PICXA M. y coDLi� &� TER y,W e RL a WATER TOWER COOL�O_�w'I -t atlREW o L. a TT g j40� PNRr' GR. P E ApP MP (G4' \I " Ef, R RR LE j d N'SK J y1 LAKE CT. flEEk ry RWEm 0.FW'IS 5 LT. I ,5! [T C CREE'k G' LOCATION MAP 15 ' 8 � 7 17 6 `, J 1 19 i OUTLOT A C 9 22 /' \\\ 20 / 0 125 250 500 21 GRAPHIC SCALE IN FEET N � SHEET INDEX 1. COVER SHEET l 11 2. LEGEND SHEET WEPLAM1 3-4. GRADING PLAN ��-- 5. EROSION CONTROL PLAN 6. SEEDING PLAN 7-8. GRADING & EROSION CONTROL DETAILS Know what's below. CC11 before you dig NW QUAD OF LONGACRES DRIVE & GALPIN BLVD TNH ELEV = 1023.96 02-ENG- 118100-SHEET-GRAD-C O V R CIVILENGeiMtS LANDPLANNERS LANDSURVEYORS LANDSCAMARCMEM 2422 Enterprise Drive (651) 681-1914 Heights, MN 55120 Fax: re 1-9488 Mendota Hei B www.pioneereng.com © 2019 Pioneer Engineering, P.A. © 2019 Pioneer Engineering, P.A. PC +1 ° \ ' Off" ✓ F `1 l I I i ' OrO�ZI` '� II._ o�oi� \ ~ / �00 5 i �i� �so9\\ / 949 B 00000 , .;. r p ,cv/o / � o •Q o�! `n� / J I!' /' � r � �' + 1 g g , � � I / `{r 1 % ~ o / __ - - ---- -- ' / �i •\ u\\3RD ADD J 1 ii I 11rr 1 \ \ lff {) 1�� % / IC. r / �: r // • �_ _- -- - - �- i' � \;: � 11 �_ � ' _ 3RD A 7 1 (r y) C r f I S Lit - I i I`'I° g \ 72,0 ' � / /� -'' - I ''_ -# �'�' is � �.-- --' '',- 'i ±"� `` �.9�-T - � � � --' / / / ° ' \ � i I ' ' ' I =•. i I t `( ..- .1 j / j LF' / ; 1 j ' � I --' .,..`� \ \-/- � o � \ \ - \ -- � G�' \ _ - -.,-. y� � \`- �`'-,``,q �. `, � - 9S8 ) ♦ It'► I J • I I _. ��9 I �\ •:� 1 cr Alg <p,9 \rn \ \ �i p�0 1 ✓\ /�// I Ir 1�? ; j I/I r 1 I le , 83•,i 1 ! f i \ ///ICI i I_ -� i / >."_ 73.Qf t \ , � , , \ a t � sp e� v � < � f •� / O 9 \ , ^r O I r t � + � i � .- b / I f -` \ \ EXISTING \ / 9 'i >°\ 2� / \6 ��80 // !� j , s�, / 18 rite J ,r ^_ I S \ i RETAINING WAso LL, a� O ✓/ s7.5 �. \ o000 / / ��9 0 , ✓ , r - - / ++ j n � � ...a1; � � O';�. _..._._ '`•E,.Q.F. \\ \ •� � J / �`� D \ Oe� J• •,. \ / / / / \ I _,` c� oo ---` RS` �'� O �p�-P � 1 � r OO x \ / S / / \ ` 9"B :. 0 A .9 / / l0� I \ �/ l ��[n° ® `877 v-`. �- `.. �<.c\O NN'''� �i9 i9 / 't, `9iS> � •'', / / �• 9\`^ r7 r' V•'- r -t_. _ -- 1 \ O �� 99 - � / �- �, `'� O •S / ENO � 4� . . , / / / � � w ''�" �. / / i \ r � , � \ r --r - .J ( � ��'�-.S� ` -'\.` �.9 � / 05.n `. �, � 1\ \ / •/" SO ,/ •� S$ - y. \�.� /Jl g •O t ' �98 �., , A.F. \ ///^p' � i r J,.• `, �T` \\ ' V 1',. .. _ � I � \ ! 1 7 / / �• '9S �J� I 6 \`\ rj \ 0 OrOh \ Oe�°'l >- / , •9 1 G 987. / � f 1J \ p,• % / / f✓ 1 1 L 979.$ r l J l { / t 8R o°` ' / �O � / a / � �" 9�,4 °' A�As / / !.r\ \ `, 5. g°�rO \ \ `� \ /i0 � / �; � '�-�. f / I � I / �• .-- \� 0\D. t' d' > / / `�i9 •� ` f \ L\\ �, /\ \ `{ \ / C�`9 I /\ _ l j / / r 1• \ \\ \ .�S , e �. \\�'�',� \ b'^., �\ /,/ 'p S`9� /// OS \\ �/ �\// O�° , � \ ,8� 4 � /� � �� / �// I P g�� / ; l r l I o \, \�\ � �1., � �/ � 11� � � 14i �y. y �o� •/�`'\ \\ yg \\\\ /,d ; // �/�,-� ��;` � �� / l � �.�, E'er �- '\ s g • . \ \ ohs t / \ g g \ �� /// ,l/ / pe�� c 301 i� I / /% % / \ 5 i I ! - / o WETLAND I 1 '�l+ , ,' r y �Q' o �/ / / fff ,�• \ k S :.. `p g $Ck$•� gg'1k \ \ %/s ///� / `�� i 11 -I I I ; � 9 0WETLAND 11 .4OUTLET=982.57 �`\�i /d p�?� j� y`'l o i \ \C' 'g 09$1• / / / / j� f/:^t c a 1 HWL=982.4 STOR. 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I \ \ ( \ f 1 I I/ / -•.-- 1 STEP ` 1 O O � \ � g --. � ``•, s"g9 � 9 � 1 }} ploo \ CF990.7__.. �! -' NI_ �I Sb:B. o° PI /- r } j ` i t /. ott5.5 t l i - -N� In '7O > C \ �i r r J) r QFNCW/MARK -- - NW QUAD OF LONGACRES DRIVE & GALPIN BLVD TNH ELEV PI$NEERengineering 02ENG183.96BEET-GRAD CrnLVrcarmes LANDPLANNM LANDSURVEYM LANDSCAPEARCmTECrS (651) 681-1914 Revisions I hereby certify that this plan was prepared by Name Dare to-,4.2019 LENNAR THE PARK PHASE 2 GRADING 2422 Enterprise Drive Fax: 681-9488 me or under my direct supervision and that t Pau17. Chernc Designed PJC/BNM 16305 36TH AVENUE NORTH GRADING PLAN 3 OF 8 Mendota Heights, MN 55120 8 www.pioneereng.com am a duly Licensed Professional Engineer Reg. No. 19860 Dare 10-14-2019 Drawn MSN/\'1PC PLYMOUTH, MINNESOTA 55446 CHANHASSEN, MINNESOTA under the laws of the State of Minnesota © 2019 Pioneer Engineering, P.A. \ y _--�- u---.- ! `\ \ \ '-L r t ° /� ...i „f \ .. �� \ \ \, \ \ �r,� �•,�\ •,�\ \ \\.\ \ ` ti �. 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N \.r _,--" -• /,_. 1 Y,y._ „ _ _/"- tJt � -___ / �' - / / - \ - - - J I i � � I I ' i I � F i i ' 1 � I 1 \ t 9 0 41 AO a �89. 90 0 25 50 100 \ j t 9`9t/ G APHIC _SCAL\ tIN FEET8 i0 O 1 t T► oENCiMARK _n NW QUAD OF ` PISNEERengineering LONGACRES DRIVE & GALPIN BLVD TNH ELEV = 1023.96 02-F—NG-118100-SHEET-GRAD CIVILENOPIFMU LANDPLANNERS LANDSURVEYORS LANDSCAPEARCIETP.LTS 2422 Enterprise Drive (6 681- Mendota Heights, MN 55120 www.pioneereFaax:x: re 1-94848 48ng.com © 2019 Pioneer Fngineering, P.A. 1-7 09 1 f/ PIONEERengineering II m � / t � � l I t INSTALL TEMPORARY RIP RAP L "PORARY /J l 60' — 15" RCP`s = 982.7 965,0 }+ rl i 0 F� LEGEND H000o0o0000o ROCK CONSTRUCTION ENTRANCE 00000000000 00o000000o INSTALL BEFORE START OF GRADING ❑000000000❑ PERIMETER EROSION CONTROL FENCE. INSTALL BEFORE START OF GRADING TWO ROWS OF PERIMETER EROSION CONTROL FENCE ADJACENT TO WETLANDS. ROW NEAREST "''""'° WETLAND SHALL BE WIRE MESH BACKED. SEED AND MULCH BETWEEN ROWS. INSTALL BEFORE START OF GRADING SECONDARY EROSION CONTROL FENCE. TO BE INSTALLED 48 HOURS AFTER COMPLETION OF GRADING. SUMPED RIP RAP PERMANENT ENERGY DISSIPATER, INSTALL WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER. MNDOT CAT 3 EROSION CONTROL BLANKET. INSTALL WITHIN 7 DAYS OF GRADING COMPLETION ROCK DITCH CHECK. INSTALL WITHIN 7 DAYS OF GRADING COMPLETION OR BEFORE 1ST RAINFALL EVENT WHICHEVER IS FIRST 0 50 100 200 GRAPHIC SCALE IN FEET BENCH MARK NW QUAD OF LONGACRES DRIVE & GALPIN BLVD TNH ELEV = 1023.96 02-ENG-118100-SHEET-EROS CPIR.ENGOMPS LANDPLANNERS LANDSDRVSYORS LANDSCAPCARCFLLMM 2422 Enterprise Drive (651) 681-1914 81-9488 Mendota Heights, MN 55120 Fax: eng.c B www.pioneereng.com © 2019 Pioneer Engineering, P.A. Y + +T+ T +T + ++4+ + + + + + + + / / + , i � I ' 30 `` 1 N. PI ONEERengineering I I )0 O � 00 /+ O +0 ++ 0 OUTLOT A + +0 i \ O J ++ / r / 0 9 � WETLAND I ' i i i I TEMPORARY SEED SHALL BE DONE IN ACCORDANCE WITH MNDOT 2575 & 3876 CONSISTING OF: • MAY 1 — AUGUST 1: MINNESOTA STATE SEED MIXTURE 21-111 (OATS COVER CROP) 0 100.0 POUNDS PER ACRE OR APPROVED EQUAL. • AUGUST 1 — OCTOBER 1: MINNESOTA STATE SEED MIXTURE 21-112 (WINTER WHEAT COVER CROP) 0 100.0 POUNDS PER ACRE OR APPROVED EQUAL. • MULCH SHALL BE MNDOT 3882, TYPE 1 0 2 TONS PER ACRE OR APPROVED EQUAL AND DISK ANCHORED IN PLACE OR APPROVED EQUAL, INSTALLED TO MINIMUM 90% COVERAGE OF THE SURFACE AREA DISTURBED. • MNDOT 3881, TYPE 1 FERTILIZER, 10-10-20 0 200 POUNDS PER ACRE. + t PERMANENT TURF RESTORATION SHALL BE DONE IN ACCORDANCE WITH MNDOT 2575 & 3876 CONSISTING OF: + + + • MINNESOTA STATE SEED MIXTURE 25-131 (LOW MAINTENANCE TURF) AT 220.0 POUNDS PER ACRE. + t MULCH SHALL BE MNDOT 3882, TYPE 1 0 2 TONS PER ACRE OR APPROVED EQUAL AND DISK ANCHORED IN PLACE OR APPROVED EQUAL, INSTALLED TO MINIMUM 90% COVERAGE OF THE SURFACE AREA DISTURBED. • MNDOT 3881, TYPE 3 SLOW —RELEASE FERTILIZER, 22-5-10, MINIMUM 70% WATER —INSOLUBLE NITROGEN ® 350 POUNDS PER ACRE. PERMANENT BASIN SEEDING SHALL BE DONE IN ACCORDANCE WITH MNDOT 2575 & 3876 CONSISTING OF: • WET BASIN BENCH/(IN)FILTRATION BASIN: MINNESOTA STATE SEED MIXTURE 33-261 (STORMWATER SOUTH AND WEST) AT 35.0 POUNDS PER ACRE. • ABOVE BASIN BENCH TO HIGH WATER LEVEL: MINNESOTA STATE SEED MIXTURE 35-241 (MESIC PRAIRIE GENERAL) AT 36.5 POUNDS PER ACRE. • MULCH SHALL BE MNDOT 3882, TYPE 3 ® 2 TONS PER ACRE OR APPROVED EQUAL AND DISK ANCHORED IN PLACE OR APPROVED EQUAL. • MNDOT 3881, TYPE 4 NATURAL —BASED FERTILIZER, 18-1-8 0 120 POUNDS PER ACRE OR 17-10-7 0 150 POUNDS PER ACRE 00000 UPLAND AREA 0000. MINNESOTA STATE SEED MIXTURE 36-211 (PARTLY SHADED SOUTH AND WEST) AT 34.5 POUNDS 02020, PER ACRE. • MULCH SHALL BE MNDOT 3882, TYPE 3 0 2 TONS PER ACRE OR APPROVED EQUAL AND DISK ANCHORED IN PLACE OR APPROVED EQUAL, • MNDOT 3881, TYPE 4 NATURAL —BASED FERTILIZER, 18-1-8 OR 17-10-7 0 100 LBS PER ACRE 0 50 100 200 GRAPHIC SCALE IN FEET BENCH MARK NW QUAD OF LONGACRES DRIVE & GALPIN BLVD TNH ELEV = 1023.96 02-ENG-118100-SHEET-SEED CIVML GWEERS LANDPLANNERS LANDSURVEYORS LANDSCAPEARCIU=S 1914 2422 Enterprise Drive (6 Fax: 681-9488 Mendota Heights, MN 55120 Fax: reng.c 88 � www.pioneereng.com © 2019 Pioneer Engineering, P.A. GRADING SEQUENCE 1. INSTALL ROCK CONSTRUCTION ENTRANCE 2. INSTALL PERIMETER SEDIMENT CONTROL DEVICES (SILT FENCE). 3. STRIP TOPSOIL, STOCKPILE AND STABILIZE IN BERM FOR FUTURE SPREADING. 4. DIG TEMPORARY SEDIMENT BASIN, BASIN TO BE 1800 CF/ACRE OF AREA STRIPPED. CLEAN TEMP BASIN ONCE 50% FULL 5. ALL SOILS WILL BE COMPACTED PER SPECIFICATIONS. 6. MAINTAIN DRAINAGE DURING GRADING OPERATION TO TEMPORARY SEDIMENT BASIN. 7. COMPLETE SITE GRADING PER PLAN. 8. RESPREAD TOPSOIL MAINTAIN A MINIMUM OF 4• DEPTH. 9. MAINTAIN DRAINAGE TO TEMP SEDIMENT BASIN UNTIL NEXT PHASE BEGINS. 10, STABIUZE DENUDED AREAS AND STOCKPILES WITHIN TIME FRAME LISTED IN EROSION PREVENTION PRACTICES GENERAL NOIES 1. THE STORM WATER POLLUTION PREVENTION MANAGER SHALL BE A PERSON TRAINED, KNOWLEDGEABLE AND EXPERIENCED IN THE APPLICATION OF EROSION PREVENTION AND SEDIMENT CONTROL 9MPS WHO WILL OVER SEE THE IMPLEMENTATION OF THE SWPPP AND THE INSTALLATION, INSPECTION AND MAINTENANCE OF THE EROSION PREVENTION AND SEDIMENT CONTROL BMPS BEFORE AND DURING CONSTRUCTION. 2. CONTRACTOR TO ADHERE TO ALL REQUIREMENTS OF THE MINNESOTA POLLUTION CONTROL AGENCY N.P.D.E.S. PERMIT, INCLUDING THE REQUIREMENT TO MINIMIZE THE AREA DISTURBED BY GRADING AT ANY GIVEN TIME AND TO COMPLETE TURF RESTORATION WITHIN THE TIME REQUIRED BY THE PERMIT AFTER TEMPORARY CEASING GRADING OR COMPLETION OF GRADING. 3. A COPY OF THESE PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 4. BMP'S REFER TO EROSION AND SEDIMENT CONTROL PRACTICES DEFINED IN THE MPCA PROTECTING WATER QUALITY IN URBAN AREAS AND THE MINNESOTA CONSTRUCTION SITE EROSION AND SEDIMENT CONTROL PLANNING HANDBOOK. 5. ALL EROSION AND SEDIMENT CONTROL FACILITIES (BMP'S) SHALL BE INSTALLED AND IN OPERATION PRIOR TO LAND DISTURBANCE ACTIVITIES. SOME EROSION CONTROLS SUCH AS CHECK DAMS AND TEMPORARY SILT PONDS MAY BE INSTALLED AS GRADING OCCURS IN THE SPECIFIC AREA. THEY SHALL BE MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR EROSION HAS PASSED. 6. THE BMP'S SHOWN ON THE PLANS ARE THE MINIMUM REQUIREMENTS FOR THE ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITTEE SHALL ANTICIPATE THAT MORE BMP'S WILL BE NECESSARY TO ENSURE EROSION AND SEDIMENT CONTROL ON THE SITE. DURING THE COURSE OF CONSTRUCTION, IT IS THE RESPONSIBILITY OF THE PERMITTEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY CONSTRUCTION ACTIVITIES AND/OR CLIMATIC EVENTS AND TO PROVIDE ADDITIONAL BMP'S OVER AND ABOVE THE MINIMUM REQUIREMENTS SHOWN ON THE PLANS THAT MAY BE NEEDED TO PROVIDE EFFECTIVE PROTECTION OF WATER AND SOIL RESOURCES. 7. ALL TREES NOT USTED FOR REMOVAL SHALL BE PROTECTED. DO NOT OPERATE EQUIPMENT WITHIN THE DRIP LINE, ROOT ZONES OR WITHIN TREE PROTECTION FENCE AREAS. B. WHEREVER POSSIBLE, PRESERVE THE EXISTING TREES, GRASS AND OTHER VEGETATIVE COVER TO HELP FILTER RUNOFF. 9. OPERATE TRACK EQUIPMENT (DOZER) UP AND DOWN EXPOSED SOIL SLOPES ON FINAL PASS, LEAVING TRACK GROOVES PERPENDICULAR TO THE SLOPE. DO NOT BACK- BLADE. LEAVE A SURFACE ROUGH TO MINIMIZE EROSION. 10. TEMPORARY SEED SHALL BE DONE IN ACCORDANCE TO MNDOT 2575 & 3876. CONSISTING OF: • MN SEED MIX 22-111 +0 40 LES. PER ACRE OR APPROVED EQUAL • MULCH SHALL BE MNDOT TYPE 3 O 2 TONS PER ACRE OR APPROVED EQUAL AND DISK ANCHORED IN PLACE OR APPROVED EQUAL, INSTALLED TO MINIMUM 90% COVERAGE OF THE SURFACE AREA DISTURBED. • TYPE 1 FERTILIZER, 10-10-20 ® 200 LBS. PER ACRE 10. PERMANENT TURF RESTORATION SHALL BE DONE IN ACCORDANCE WITH MNDOT 2575 & 3876. CONSISTING OF: • MN SEED MIX 25-151 AT 120 POUNDS PER ACRE FOR OUTLOT B. • MN SEED MIX 35-241 AT 30 POUNDS PER ACRE FOR OUTLOT A. • MN SEED MIX 22-112 AT 50 POUNDS PER ACRE FOR BUILDABLE LOTS. • MULCH SHALL BE MNDOT TYPE 3 O 2 TONS PER ACRE OR APPROVED EQUAL AND DISK ANCHORED IN PLACE OR APPROVED EQUAL, INSTALLED TO MINIMUM 90% COVERAGE OF THE SURFACE AREA DISTURBED.MULCH AT 90 % COVERAGE WITH DISC ANCHOR. • TYPE 3 FERTILIZER, 22-5-10 SO%W.I.N O 350 LES PER ACRE. 11. SLOPES AT 3:1 OR STEEPER, AND/OR WHERE INDICATED ON THE PLANS SHALL BE SEEDED AND HAVE AN EROSION CONTROL BLANKET TYPE 3 INSTALLED OR MAY BE HYDROSEEDED WITH TACKIFIER MULCH. PERMITTEES MUST NOT USE MULCH, HYDROMULCH, TACKIFlER, POLYACRYLAMIDE OR SIMILAR EROSION PREVENTION PRACTICES WITHIN AN PORTION OF THE NORMAL WETTED PERIMETER OF A TEMPORARY OR PERMANENT DRAINAGE DITCH OR SWALE SECTION WITH CONTINOUS SLOPE OF GREATER THAN 2 PERCENT. 12. THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS AND PAVED AREAS. 13. IF BLOWING DUST BECOMES A NUISANCE. THE CONTRACTOR SHALL APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS. 14. WITHIN 7 DAYS OF COMPLETION OF THE SITE GRADING OPERATIONS THE ENTIRE SITE (EXCEPT ROADWAYS) SHALL HAVE BEEN SEEDED AND MULCHED AND SILT FENCE SHALL INSTALLED AROUND ALL PONDS. 15. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROPERLY DISPOSED OF WITHIN THIRTY (30) DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED. 16. THE MINIMIZATION OF SOIL COMPACTION MUST BE USED ON AREAS OUTSIDE OF SPECIFIC COMPACTION REQUIRED AREAS. THESE PRACTICES INCLUDE: PREVENTING HEAVY EQUIPMENT TRAFFIC AND CONSTRUCTION TRAFFIC FROM AREAS, USING PRACTICES TO PREVENT CONCENTRATED FLOW OCCURRING OVER THE SOIL, PROVIDE UGHT TRACKED EQUIPMENT TO CONSTRUCT AREA TO FINAL GRADE. THE AREAS REQUIRING LOOSE SOIL INCLUDE ALL TOPSOIL PLACEMENT AND INFILTRATION/FILTRATION BASINS. DRAINAGE & UTILITY 29.0 28. EASEMENT FINISHED GROUND O _ ELEVATION LOWEST OPENING ELEVATION STEP HEIGHT (IF REQUIRED) 31.5 LOWEST FLOOR - ELEVATION I LO I GARAGE ELEVATION 1' STEP RECOMMENDED LF=929.0 GARAGE SIDE -37.0 FINISHED ELEVATION ® LOT CORNER - - - - - - 35.5 34.1 CE STREET LOCK NO. NO, HOUSE TYPES R RAMBLER OR SPLIT ENTRY LO -RAMBLER LOOKOUT OR SPLIT ENTRY WALKOUT WO -RAMBLER WALKOUT SLO -SIDE LOOKOUT SWO -SIDE WALKOUT LOT INF❑RMATI❑N (TYPICAL SECTI❑N NOT TO SCALE) PI$NEERengineering CONSTRUCTION ACTIVITY REQUIREMENTS A. EROSION PREVENTION PRACTICES 1. BEFORE WORK BEGINS, PERMITTEES MUST DELINEATE THE LOCATION OF AREAS NOT TO BE DISTURBED. 2. THE CONTRACTOR MUST MINIMIZE THE NEED FOR DISTURBANCE OF PORTIONS OF THE PROJECCT WITH STEEP SLOPES. WHEN STEEP SLOPES MUST BE DISTURBED, PERMITTEES MUST USE TECHNIQUES SUCH AS PHASING AND STABIUZATION PRACTICES DESIGNED FOR STEEP SLOPES. 3. THE CONTRACTOR MUST STABILIZE ALL EXPOSED SOIL AREAS, INCLUDING STOCKPILES. STABILIZATION MUST BE INITIATED IMMEDIATELY TO UMIT SOIL EROSION WHEN CONSTRUCTION ACTIVITY HAS PERMANENTLY OR TEMPORARILY CEASED ON ANY PORTION OF THE SITE AND WLL NOT RESUME FOR A PERIOD EXCEEDING 7 CALENDAR DAYS. STABILIZATION MUST BE COMPLETED NO LATER THAN 7 CALENDAR DAYS AFTER THE CONSTRUCTION ACTIVITY HAS CEASED. STABIUZATION IS NOT REQUIRED ON CONSTRUCTED BASE COMPONENTS OF ROADS, PARKING LOTS AND SIMILAR SURFACES. STABILIZATION IS NOT REQUIRED ON TEMPORARY STOCKPILES WITHOUT SIGNIFICANT SILT, CLAY OR ORGANIC COMPONENTS. 4. FOR PUBLIC WATERS THAT THE MN DNR HAS PROMULGATED "WORK IN WATER RESTRICTIONS" DURING SPECIFIC FISH SPAWNING TIME FRAMES, PERMITTEES MUST COMPLETE STABILIZATION OF ALL EXPOSED SOIL AREAS WITHIN 200 FEET OF THE WATER'S EDGE, AND THAT DRAIN TO THESE WATERS, WTHIN 24 HOURS DURING THE RESTRICTION PERIOD. 5. PERMITTEES MUST STABILIZE THE NORMAL WETTED PERIMETER OF THE LAST 200 LINEAR FEET OF TEMPORARY OR PERMANENT DRAINAGE DITCHES OR SWALES THAT DRAIN WATER FROM THE SITE WITHIN 24 HOURS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE. PERMITTEES MUST COMPLETE STABIUZATION OF REMAINING PORTIONS OF TEMPORARY OR PERMANENT DITCHES OR SWALES WITHIN 7 CALENDAR DAYS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE AND CONSTRUCTION IN THAT PORTION OF THE DITCH TEMPORARILY OR PERMANENTLY CEASES. 6. TEMPORARY OR PERMANENT DITCHES OR SWALES BEING USED AS A SEDIMENT CONTAINMENT SYSTEM DURING CONSTRUCTION DO NOT NEED TO BE STABILIZED. PERMITTEES MUST STABIUZE THESE AREAS WITHIN 24 HOURS AFTER THEIR USE AS A SEDIMENT CONTAINMENT SYSTEM CEASES. 7. PERMITTEES MUST NOT USE MULCH, HYDROMULCH, TACKIFIER, POLYACRYLAMIDE OR SIMILAR EROSION PREVENTION PRACTICES WITHIN AN PORTION OF THE NORMAL WETTED PERIMETER OF A TEMPORARY OR PERMANENT DRAINAGE DITCH OR SWALE SECTION WITH CONTINOUS SLOPE OF GREATER THAN 2 PERCENT. 8. PERMITTEES MUST PROVIDE TEMPORARY OR PERMANENT ENERGY DISSAPATION AT ALL PIPE OUTLETS WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER OR PERMANENT STORMWATER TREATMENT SYSTEM. 1. PERMITTEES MUST ESTABLISH SEDIMENT CONTROL BMP'S ON ALL DOWNGRAIDENT PERIMETERS OF THE SITE AND DOWNGRAIDENT AREAS OF THE SITE THAT DRAIN TO ANY SURFACE WATER, INCLUDING CURB AND GUTTER SYSTEMS. PERMITTEES MUST LOCATE SEDIMENT CONTROL PRACTICES UPGRAIDENT OF ANY BUFFER ZONES. PERMITTEES MUST INSTALL SEDIMENT CONTROL PRACTICES BEFORE ANY UPGRAIDENT LAND -DISTURBING ACTIVITIES BEGIN AND MUST KEEP THE SEDIMENT CONTROL PRACTICES IN PLACE UNTIL THEY ESTABLISH PERMANENT COVER. 2. IF DOWNGRADIENT SEDIMENT CONTROLS ARE OVERLOADED, BASED ON FFREQUENT FAILURE OR EXCESSIVE MAINTENANCE REQUIREMENTS, PERMITTEES MUST INSTALL ADDITIONAL UPGRAIDENT SEDIMENT CONTROL PRACTICES OR REDUNDANT BMP'S TO ELIMINATE THE OVERLOADING AND AMEND THE SWPPP TO IDENTIFY THESE ADDITIONAL PRACTICES AS REQUIRED IN ITEM 6.3 OF THE PERMIT. 3. TEMPORARY OR PERMANENT DRAINAGE DITCHES AND SEDIMENT BASINS DESIGNED AS PART OF A SEDIMENT CONTAINMENT SYSTEM REQUIRE SEDIMENT CONTROL PRACTICES ONLY AS APPROPRIATE FOR SITE CONDITIONS. 4. A FLOATING SILT CURTAN PLACED IN THE WATER IS NOT A SEDIMENT CONTROL BMP TO SATISFY ITEM 9.2 EXCEPT WHEN WORKING ON A SHOREUNE OR BELOW WATERLINE. IMMEDIATELY AFTER SHORT TERM CONSTRUCTION ACTIVITY IN THAT AREA IS COMPLETE, PERMITTEES MUST INSTALL AN UPLAND PERIMETER CONTROL PRACTICE IF EXPOSED SOILS STILL DRAIN TO A SURFACE WATER. 5. PERMITTEES MUST RE -INSTALL ALL SEDIMENT CONTROL PRACTICES ADJUSTED OR REMOVED TO ACCOMMODATE SHORT-TERM ACTIVITIES SUCH AS CLEARING OR GRUBBING, OR PASSAGE OF VEHICLES, IMMEDIATELY AFTER THE SHORT-TERM ACTIVITY IS COMPLETED. PERMITTEES MUST RE -INSTALL SEDIMENT CONTROL PRACTICES BEFORE THE NEXT PRECIPITATION EVENT EVEN IF THE SHORT-TERM ACTIVITY IS NOT COMPLETE. 6. PERMITTEES MUST PROTECT ALL STORM DRAIN INLETS USING APPROPRIATE BMP'S DURING CONSTRUCTION UNTIL THEY ESTABLISH PERMANENT COVER ON ALL AREAS WITH POTENTIAL FOR DISCHARGING TO THE INLET. 7. PERMITTEES MAY REMOVE INLET PROTECTION FOR A PARTICULAR INLET IF A SPECIFIC SAFETY CONCERN IS IDENTIFIED BY THE PERMITTEES OR THE JURISDICTIONAL AUTHORITY. PERMITTEES MUST DOCUMENT THE NEED FOR REMOVAL IN THE SWPPP. 8.PERMITTEES MUST PROVIDE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS AT THE BASE OF STOCKPILES ON THE DOWNGRADIENT PERIMETER. 9. PERMITTEES MUST LOCATE STOCKPILES OUTSIDE OF NATURAL BUFFERS OR SURFACE WATERS, INCLUDING STORMWATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS UNLESS THERE IS A BYPASS IN PLACE FOR THE STORMWATER. 10. PERMITTEES MUST INSTALL A VEHICLE TRACKING BMP TO MINIMIZE THE TRACK OUT OF SEDIMENT FROM THE CONSTRUCTION SITE OR ONTO PAVED ROADS WITHIN THE SITE. 11. PERMITTEES MUST INSTALL TEMPORARY SEDIMENT SEDIMENT BASINS AS REQUIRED IN SECTION 14 OF PERMIT. 12. IN ANY AREAS OF THE SITE WHERE VEGETATIVE STABIUZATION WILL OCCUR, PERMITTEES MUST RESTRICT VEHICLE AND EQUIPMENT USE TO MINIMIZE SOIL COMPACTION. 13. PERMITTEES MUST PRESERVE TOPSOIL ON THE SITE, UNLESS INFEASIBLE. 14. PERMITTEES MUST DIRECT DISCHARGES FROM BMPS TO VEGETATIVE SREAS UNLESS INFEASIBLE. 15. PERMITTEES MUST PRESERVE A 50 FOOT NATURAL BUFFER OR, IF A BUFFER IS INFEASIBLE ON SITE, PROVIDE REDUNDANT (DOUBLE) PERIMETER SEDIMENT CONTROLS WHEN A SURFAVE WATER IS LOCATED WITHIN 50 FEET OF THE PROJECTS EARTH DISTURBANCES AND STORMWATER FLOWS TO THE SURFACE WATER. PERMFn EES MUST INSTALL PERIMETER SEDIMENT CONTROLS AT LEAST 5 FEET APART UNLESS LIMITED BY LACK OF AVALIABLE SPACE, NATURAL BUFFERS ARE NOT REQUIRED ADJACENT TO ROAD DITCHES, JUDICIAL DITCHES, COUNTY DITCHES, STORMWATER CONVEYANCES CHANNELS, STORM DRAIN INLETS, AND SEDIMENT BASINS. IF BRESERVING THE BUFFER IS INFEASIBLE, PERMITTEES MUST DOCUMENT THE REASONS IN THE SWPPP. SHEET PILING IS A REDUNDANT PERIMETER CONTROL IF INSTALLED IN A MANNER THAT RETAINS ALL STORMWATER. 16. PERMITTEES MUST USE POLYMERS, FLOCCULANTS, OR OTHER SEDIMENTATION TREATMENT CHEMICLES IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICES, DOSING SPECIFICATIONS AND SEDIMENT REMOVAL DESIGN SPECIFICATIONS PROVIDED BY THE MANUFACTURE OR SUPPLIER. THE PERMITTEES MUST USE CONVENTIONAL EROSION AND SEDIMENT CONTROLS PRIOR TO CHEMICAL ADDITION AND MUST DIRECT TREATED STORMWATER TO A SEDIMENT CONTROL SYSTEM FOR FILTRATION OR SETTLEMENT OF THE FLOC PRIOR TO DISCHARGE. C. DEWATERING AND SURFACE DRAINAGE 1. PERMITTEES MUST DISCHARGE TURBID OR SEDIMENT -LADEN WATERS RELATED TO DEWATERING OR BASIN DRAINING TO A TEMPORARY OR PERMANENT SEDIMENT BASIN ON THE PROJECT SITE UNLESS INFEASIBLE. PERMITTEES MAY DEWATER TO SURFACE WATERS IF THEY VISUALLY CHECK TO ENSURE ADEQUATE TREATMENT HAS BEEN OBTAINED AND NUISANCE CONDITIONS WILLNOT RESULT FROM DISCHARGE. IF PERMITTEES CANNOT DISCHARGE THE WATER TO A SEDIMENTATION BASIN PRIOR TO ENTERING A SURFACE WATER, PERMITTEES MUST TREAT IT WITH APPROPRIATE BMPS SUCH THAT THE DISCHARGE DOES NOT ADVERSELY AFFECT THE SURFACE WATER OR DOWNSTREAM PROPERTIES. 2. IF PERMITTEES MUST DISCHARGE WATER CONTAINING OIL OR GREASE, THEY MUST USE AN OIL -WATER SEPARATOR OR SUITABLE FILTRATION DEVICE PRIOR TO DISCHARGE. 3. PERMITTEES MUST DISCHARGE ALL WATER FROM DEWATERING OR BASIN -DRAINING ACTIVITIES IN A MANNER THAT DOES NOT CAUSE EROSION OR SCOUR IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS OR INUNDATION OF WETLANDS IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS THAT CAUSES SIGNIFICANT ADVERSE IMPACT TO THE WETLAND. 4. IF PERMITTEES USE FILTERS NTH BACKWASH WATER, THEY MUST HAUL THE BACKWASH WATER AWAY FOR DISPOSAL, RETURN THE BACKWASH WATER TO THE BEGINING OF THE TREATMENT PROCESS, OR INCORPORATE THE BACKWASH WATER INTO THE SITE IN A MANNER THAT DOES NOT CAUSE EROSION. D. INSPECTIONS AND MAINTENANCE 1. PERMITTEES MUST ENSURE A TRAINED PERSON, AS IDENTIFIED IN PERMIT, WILL INSPECT THE ENTIRE CONSTRUCTION SITE AT LEAST ONCE EVERY 7 DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN j INCHIN 24 HOURS. (NOTE: LOCAL JURISDICTION MAY REQUIRE A MORE FREQUENT INTERVAL OF INSPECTION.) 2. PERMITTEES MUST INSPECT AND MAINTAIN ALL PERMANENT STORMWATER TREATMENT BMPS. 3. ALL NONFUNCTIONAL BMPS MUST BE REPAIRED, REPLACED OR SUPPLEMENTS WITH FUNCTIONAL BMPS BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS UNLESS ANOTHER TIME FRAME IS SPECIFIED. DOCUMENTATION MUST BE RECORDED AS REQUIRED. (SEE MPCA NPDES PERMIT 11.4-11.11). E. POLLUTION PREVENTION MANAGEMENT MEASURES 1. MATERIALS ONSITE MUST STORED PROPERLY. 2. CHEMICALS ONSITE MUST BE HANDLED, STORED & DISPOSED OR PER M.P.C.A. REQUIREMENTS. 4. HAZARDOUS MATERIALS MUST BE STORED AND DISPOSED OF PER M.P.C.A. REQUIREMENTS. 5. SOLID WASTE MUST BE HANDLED, STORED & DISPOSED OF PER M.P.C.A. REQUIREMENTS. 6. SANITARY WASTE MUST BE HANDLED PER M.P.C.A. REQUIREMENTS. 7. DISCHARGE OR SPILLED CHEMICALS MUST BE HANDLED AND REPORTED PER M.P.C.A. REQUIREMENTS. ADEQUATE SUPPLIES MUST BE AVAILABLE AT ALL TIMES TO CLEAN UP DISCHARGED MATERIALS. B. EXTERNAL WASHING OF CONSTRUCTION VEHICLES MUST BE LIMITED TO A DEFINED AREA OF THE SITE. RUNOFF MUST BE CONTAINED AND WASTE PROPERLY DISPOSED OF. NO ENGINE DECREASING IS ALLOWED ON SITE. 9. EFFECTIVE CONTAINMENT FOR ALL WASHOUT OPERATIONS RELATED TO CONSTRUCTION ACTIVITY MUST BE OF M.P.C.A. REQUIREMENTS. W z J 0 J STREET PROFILE W W W z z z J J J O 0 O f DIREGl10N OF FLOW DIRECTION` OF FLOW ON STREET 0.5'- LOT BENCHING DETAIL NO SCALE DEPTH REQUIRED TO DRAIN MEDIA IN 48 HOURS OR LESS, GRASS PRE-TREATMENT PLANT MATERIAL TOLERANT OF INUNDATION AND DROUGHT. NATIVE PLANTS RECOMMENDED SEE SEEDING PLAN INFILTRATION BASIN CROSS SECTION INFILTRATION BASIN CONSTRUCTION NOTES CONSTRUCTION SEQUENCING 1. INSTALL SILT FENCE AND/OR OTHER APPROPRIATE EROSION CONTROL DEVICES TO PREVENT SEDIMENT FROM LEAVING OR ENTERING THE PRACTICE DURING CONSTRUCTION. 2. ALL DOWN -GRADIENT PERIMETER SEDIMENT CONTROL BMPS MUST BE IN PLACE BEFORE ANY UP GRADIENT LAND DISTURBING ACTIVITY BEGINS. 3. PERFORM CONTINUOUS INSPECTIONS OF EROSION CONTROL PRACTICES. 4. INSTALL UTILITIES (WATER, SANITARY SEWER, ELECTRIC, PHONE, FIBER OPTIC, ETC) PRIOR TO SETTING FINAL GRADE OF RETENTION DEVICE. 5. ROUGH GRADE THE SITE. DO NOT USE RETENTION AREA AS TEMPORARY SEDIMENT BASINS. 6. PERFORM ALL OTHER SITE IMPROVEMENTS. 7. SEED AND MULCH ALL AREAS AFTER DISTURBANCE. 8. CONSTRUCT RETENTION DEVICE UPON STABILIZATION OF CONTRIBUTING DRAINAGE AREA. 9. IMPLEMENT TEMPORARY AND PERMANENT EROSION CONTROL PRACTICES. 10. PLANT AND MULCH RETENTION DEVICE. 11. REMOVE TEMPORARY EROSION CONTROL DEVICES AFTER THE CONTRIBUTING DRAINAGE AREA IS ADEQUATELY VEGETATED. 02-ENG-118100-SHEET-GRAD-DT'LS CJVR.ENGUN S LANDPLANN6 S LAM1DSURVEYORS L&^ SCAPEARC VF=S 2422 Enterprise Drive (651) 681-1914 Heights, MN 55120 one re 1-9488 Mendota Hei g www.pioneeng.com © 2019 Pioneer Engineering, P.A. SINGLE FAMILY - 65) WIDE (BLOCK 1) QC LLI n EL J 0- CC FINISHED GROUND ELEVATION w 30 PER PLAN CC m VARIES 10' 65 15 10' VARIES VARIES in PAD FINISH GRADE o GARAGE ELEVATION PER PLAN F2O IN. 5 P�. Ln r i TOPSOIL �: ...:..v.-ee•e•ei..-r„s'r�::.-rmr..eeem�..:T*.T?T.v.TT?.T.SV..•Tr:^.T.v.'"^T.Cv::.. .. � .: e•e•e•e•es :.mms:: .::.; •: N GRADING GRADE 1 Li1 SUBGRADE LOWEST OPENING n a 0 BASEMENT FLOOR I�_ 1 1 EGRESS PIT I SEE TYPICAL STREET SECTION RAMBLER (TYPICAL SECTION NOT TO SCALE) d QLU LLJ Ee f a Q w w 65' to PAD v ED c� VARIES 10' 40 25' 15' 10' VARIES VARIES FINISH GRADE GAR GE ELEVATION PER PLAN FINISH GRADE GRADING GRADE J TOPSOIL : .. LOWEST OPENING "j 1 a = o �'"�'�"'" n LD o ^' GRADING GRADE rL� w SUBGRADE 1 :'' •. LOWEST FLOOR PER PLAN 5- BASEMENT FLOOR SAP:; • o � I SEE TYPICAL STREET SECTION FINISHED GROUND ELEVATION PER PLAN LOOKOUT (TYPICAL SECTION NOT TO SCALE) YZ Q U Q Q- <a 65' U) w w PAD a 3r 0 m C� VARIES 10' 40 25' 15 10' VARIES VARIES FINISH GRADE GA AGE ELEVATION PER PLAN FINISH GRADE GRADING GRADE 1 nO3. Z 00 TOPSOIL :<:::.>::::::':.. •::::....... - LOWEST FLOOR/ :...........-. - LOWEST OPENING o� PER PLAN w SUBGRADE to 1 ' GRADING GRADE o a to > 2.0% B MENT FLOOR I SEE TYPICAL MIN. STREET SECTION EP Pi o 11 WALKOUT FINISHED GROUND ELEVATION PER PLAN (TYPICAL SECTION NOT TO SCALE) YZ O Q Q J a ma w(Will w LU a 3 FINISH GRADE 0 GRADING GRADE ........ ....::.,_ HOLD DOWN TOPSOIL r SELECT BACKFILL - NON -SELECT xNA"- SUBGRADE x l\ \\ 1 ,/,// MATERIAL UN -COMPACTED ///// ic. i BACKFILL, MATERIAL, \ \/4. /\ EXISTING GROUN \/�,, ,. SELECT BACKFILL �a MATERIAL pPF P(�� BOTTOM OF / g� GtLF`, UNSUITABLE MATERIAL NON -SELECT COMPACTED x BACKFILL MATERIAL V �< SINGLE UNDISTURBED SOIL FAMILY UNDISTURBED SOIL MIN. 10,. SUBGRADE CORRECTION (TYPICAL SECTION NOT TO SCALE) CIVII, ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS S hereby certify that this plan was prepared by Revisions Date 10-14- (651)681-1914 Name AA Men Enterprise Drive me or under my directsupervision and that I e Fax: 681-9488 am a dal Licensed Professional Engineer Designed PJCIB Mendota Heights, MN 55120 w,W W, ioneeren .corn y g 19860 10-14-2019 www.pioneereng.com under the laws of the State of Minnesota Reg. No. Daze Drawn MSN/1 SEDIMENT TRAP MANUFACTURED BY WIMCO.LLC.SHAKGPEE, MN., 5 ". YIN. LENGTH STEEL MIST 5 ITT MIN. LE i H Sma- MST AT a F'1. MAX, SPACING AT 6 FT. MAX.SPA90- Tic -TKE FABRIC %9'*cE iA ki PI.A54a 7JP Tay " // 36 yrIDE t"aSTie rN ?era :c'-- Eso ter. To, Ms : f fell LB. TENSILE) �rFAAs AN:v:MAY LorATi: N TYY s, _ LOCAIM IN TOP W, Agas"..eACFFkI retE ccuPAcnIN ;ENE r w,N IAN NA URLS 6•wN ^.. ow - ELbw � � FLOW new i I. ESS BRCS., CORCORAN, MN. OR EQUAL _ W -T MACwrvE ICE > SPEC+i1w? M� '" s".I l " X26N.Lc?.1ff G i 8" - '?•' DEPTH h 1 : ter amua..s i f ..".s pN: kV(idt ..I AM V]9R FWD N:P i ,. •�' l'^ 'E, we srrlty vtLce taut.-saYi. vv,w.. '1NT x•Ms SILT FENCE, MACHINE SITCf. D i{ SILT FENCE, HE DUTY -- - ; , �"� �,,.% ffi :re ,axa - +A+Lx. ru wrz rewaw+Twe n =amU s.*er as e r ww f �yuc waP- e Nf*•Rti aws+sr A,TI tW as. ,>,•:N,a 5 PS. M:N. tING;H STEEL RbSTII GEOTExntE FABRIC AT a FT. MAX. SPACING �. /-36" N10E 1 '�'-2' CLEAN CRUSHED ROCK 1 t, ^� �( Y�C D Emit C G 23 sTAef.Es / TI-FAa2C ANCHORAGE TRENCH.ffACKFU- twTH TAMPED NATURAL SDL ;S 0. Z w"• iI + FLOW ,SO•,�/f �F"yC f J`F"ti'GILW PUIL Pv+.Iei.Ga ! - 4YNRF GY R!FR ASJ'MliEY SILT FENCE To BE PLACES m o� ON CONTQUR. SEEAWE/GRADE fn T / T� �, / /-pR/tff.CiR 1 - Top OF CAFE 82C / AND 'OT GRnERiA By-Lbyl it s` RUCK C3P 6"MIN.DEPTH F(Rq 1O"M1N.OF.PTH FOR WOODCHiPS OC ,". C T !G'fB hT A.SSlie71.Y �``/ SLOPE SILT FENCE, pREA.i w✓p`4' \ / yXPfABIL,_ " t � TtYJ FFci -_... 1155 THAN 2% 2 e R 75 FEE Off 78" MINIMUM CUT CGERM 2` f0 t02e % 'Ms FFEET TO MINIMIZE RUNOFF FROM SITE 1340 Fill GREATER it" M. 15 FEET ISEE Pt SE s & 3 :r'ECS. SC'JRL'E 2 SEE SPECS. at Sass FILTER FABRIC ' ✓' LOCATION OF St FENCE t Ar. !(I) To P.ot$rf wan tram Sheet FIw FOR SEDIMENT CONTROL LC-13 tXE#f^ficDp' Z Mkukn,wn C-11l 11rq mere A.'xe VAt�k 4E5� ABLSLOE sL* FENCE NEAR rvE OF acPE DUTS•DE a' /'" / NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCKII TO STOP MUD MIGRATION THROUGH ROCK. -'- NPT:E5.: 1. CLEAN FILTER MEDIA AFTER EACH RAIN EVENT. AND REPLACE IF FILTER i5 CoNsTRt7CTKIN um"r; -- _' CLOGGED WITH SEDIMENT- // LOCATION OF SILT FENCE 2, REMOVE DEBRIS/SEDIMENT FROM RECEPTACLE AFTER EACH RAN EVENT. FCR PrRFMTFR CON`FFt �t OCK CONSTRUCTION nor ° wtiN CATCH BASIN 11111N SILT CHMEKE ENTRANCE' SEDIMENT TRAP FENCE RFt4SED: 1-10 ENGINEERING DEPARTMENT PLATE Ne: 53C1 REv t -I Ic ENGINEERING DEPARTMENT PLATE R0: 530A uF.�s t TE P.LE NAUF:c G\SPEr;..\«G, FILE NAVE. c:4Ew, wEcs 53azA ENG NEERING DEPARTMENT 7300 RocK wEEPfR - EROSION CONTROL PLAN IFOR INDIVIDUAL,. LOTS WITH SWALE DRAINAGE. MNDOT TYPE 9 MULCH o GI " LOT' i LOT 2 LOT 3 (lh- WASHED ROCK) 1 \ i DRAINAGE SWALE \ WOODEN LATH SHALL. BE NAILED 2- X 4" HORIZONTAL MEMBERS-'F- SECURELY TO THE POST MEMBER CONTINUOUS AROUND TOP AND TO SECURE FILTER FABRIC, j BOTTOM FASTENED TO EACH POST USING 2-16D COMMON NNLS j \ guars DIRECTION OF :Li ew .,, s SURFACE FLOW t t ' / % t LEGEND i I .� w ie p _ HOUSE :,t" a P i, qET ...»w %.I enrc 2" X 4" X 3' LONG - MCNOFILAMENT CEOTEX LE WOOD POSTS, 8 REDID. / r' ( FABRIC AS PER MNDOT TABLE- 3886-1 (MACHINE SLICED), t F'LAPDAl BOTTOM OF BOXBRIE /�4 I TYPE IV GEOTEXTILE FABRIC A N 6 'RE u NHH66'. 11i GAUGE ;T ,. STAPLE DOWNSIREAM STAPLES AT 4' iNTERVA S ----- SIDE OF FABRIC AT 2 INTERVALS .i2�- ( -MNOOT TY0E 9 MULCH I ^>. - $rA•Y w$sA I t.' rt. �'' {7 Y2" WASHED ROCK) 1 -CURB 'a GUTTER • ' i " h I I -STREET ENTRANCE I }} ; �i0" STAPLE DOWNSTREAM 6 2• SID OF FABRIC AT 2 SEVER lN'_ET S DIM NT C,ONTROt. WOR SIMILAR INLET PROTECTION DETAIL 5302A E ... ' S ,I r� -Eft ........ FABRIC FLAP RI.P.t UNDER ROCK TO PRE PREVENT `-- - T UNOERWASHING s INTERVALS i ' Water resources sto`t mJot be contacted before anyfoi• aewaterkng act v;y • Perimeter downskoping and street I �5' IF v`XX i VIPwcros sediment controls ore necessary at property edges. Note that sediment controls need to provide containment by taming perimeter controls upslope-into property, \_ •"---- 2." WASHED ROCI( 1' DEEP X 7 WIDE OF as rLCs an- SURFACE 5JRFACE FLOW • Perimeter controls can include filter lags, match berms and/or lilt fence. " See MNDot Spec. 3897 & 2573. • Temporary De placed in dra4rage swotes. surface waters, or an public d must w pert streets, and musE have perimeter control. / r -IQhN • Construction ehtmnce-1 to 2" clean crushed rock of a depth of 6 Inches, • House Root Perimeter -Straw malts at 2 inches deep nround hake directly below CONTRACTOR SHALL. CONSTRUCT SILT BOX to FIT AROUND THE INLET STRUCTURE NtiH 6" MINIMUM TYPE IV GEOcXFILE FABRIC MNDOT TYPE 9 MULCH 1 IN O X 6" TRefiCN z WITH 6". {i Yz" WASHED ROCK) GAUGE METAL the raof line. If hawse has rain gutters, downspouts need en a dissipation. 9''t P 9Y P CLEARANCE TO EDGES OF STRUCTURE. SILT BOX STAPLES A $.APLES AT 4' INTERVALS ` Slopes -Steeper, than 4:1 with positive grade to the waters of the state need TO BE PLACED ON AN EVEN SURFACE 6" BELOW 6" TO 8' DAM. WATTLE WITH 36" LONG erasion control blanket^, and temporary or permanent seeding. STRUCTURE OPENING. TOP OF SILT BOX TO POSTS DRIVEN 24" INTO GROUND AT 30 ND= • See MNOot Spec. 3885 & 2575. EXTEND 18- MINIMUM ABOVE EXISTING GRADE. - DEGREE ANGLE ALONGSIDE THE WATTLE ,PACING={HEIGHT IN FEET X 100) • Swales-Need blankets Ever the final 200•, q' O.C. ALONG ENTIRE WATTLE LENGTH SLOPE GRADIENT • Swales-Need check dome if slope is 4:1 or gre::ter. SILT BOX SEDIMENT TRAP My EROSION CONTROL -OR INDIVIDUAL LOT IMTH pup WI WEEPER =, CH CH-'K SWALE DRAINAGE DITCH CHECK WITH WATTLE REZRSED::-1b ENGINEERING DEPARTMENT Pare Ni _. jSiilc:; REVISED 2 3 i IV�,_RIN. I;E.P..ARTMENT PLATE ND. S�i7?D flu NAME: p: ENa X'EOS 5:A,SA PEv!SED: s +o PLATE No: FILE: MAi O. \LN.>,5I ... .-5.,.0 N'Nf ,e_ERJNG, DEPARTMENT 5302H �. NAME.: G. \FNC, SPECS\..5,(N. As SAMPLE EROSION CONTROL wAwrwN i % `.T IN.Nmx PLAN FOR INDIVIDUAL LOTS f+'A°`Im'as=„Ac"saw"T""` �t . ) Twe:: rarer ram us, T.ea _,. CX%HdE P Tl ApucrtTT T. a7Pricr wATi a? wArMiwav ' S!Ae'Ar; wrux= �rc,G'�'/� VJ \ 4 � LOT 2 NIP ao e zw LOT 3 PL a. r L I f t armn a - a-Iwac snr !PMP ;r ,ter ¢ ! [J I sun Faun Tamce AT w.wsr it'so"M as M AlWf, .era 11 +\ 1 30' 30, iS.6 to Back 15.s to Sock "Wel Course to tHe Au .n Edge of uUt �' c3.ojV-/ `..•�._._.-. _� t i } Tn.e Mmtlde .,,.s •\ ( , c -- i 2. ,& 2.0% I yL,aT 1f N tmw A A. tu.•,Y VA ^� FARAa'TER 1� cgs' .536 sr,,. uu,b` bbG6Et , l I 3 -=-_i Draintle f� 4 I I 1 ( G I +• swrArc waTrx I NAtere the flaw of water, Is 6.. TrlpsalY.:,eed 1 - 2*-_MNDOT 1360 SPVtFA340e; Mulct; w SDdo i .-_-wA±IR nrw sees �.g, place sod strips to the direction. ' ntae-1 a Coot - 2357 perpendicular of water flow. `tko`to mf; t bl.J 1 2"-MNDOT 2360JSPNWB3301? nIt rw \ / wB rml Eve+-L.w ear ryas Wµ= --__ SHINGLING SOD � /' ' - Aggregate 12-Cfosa 5 i ` -'_ 94T 9ate Base 24" MNDOT 3149,2B Select "piMENT CONTROL waxo to s$e.ue wt6T PRottcnw MTA0. Ewer _ .1fl/y1 G : L� �' Y Granule, Borrow (-Sec Note 71 Water resources staff must be cant..t.d before any/All descent" activity \arc U DR I� A P Not TC scale - Perimeter sediment <ant+oia Era necessary of down$lapinq property Etta street \ edgers. Nate that seaknent contras need to probde contohTmant by turning cote cd. upslope into property BASE ACCORDANCE YATtf NnDOCOURSE TO UTILIZEASPHALT ASPHALT BIRDER GRADE 'C" INperimeter ASPHALT GRADES (TABLE 238D-2) Perimeter cop.tear can include filer Teas, maim berms and/or OR fence. f • Sec MNDo+ see 389] & 2573. 6 • Temporary ainM<p,ies Monet be placed in drainage $wales, slafoce waters, err on pub;-< sy/ ��Y' NOTE; streets end must how perimeter control �. �/' 1. Ty, cat right of--way--60'. CR051QN CQJTTRQL �+Y 2. Maximum street grade 740%. Topso Site hot a minimum of 4-6 inches of topsal. Where the flow of waterIs 3. Minimum street grade 0.755. 4. 6" Topsail placed in disturbed areas. on inert thbonce-•: to 2" dean trashed rack at a depth of 6 Inches. Concentrated, place sod sties paroles to the direction of 5. 2 Rolls sod behind curb. ' House Roof Perimstr.-Straw mulch of 2 inahes deep around noose direcfiy below Sate Flow. 6. The bituminous wearing surface shall be placed the nest construc{iarl root line. It Nauss has rain gutters. dawnpouta need energy dissipation, Fi P ) OVERLAPPING lN., SOt season following alocement of the bituminous bees. y ' Slopes -Steeper Than CI with positive grade to sae=e waters of the state need NOTE: Although pegging oa sod is net specifically required it is understand that the 7. A test tell of the prepared subg,ode, shell be performed. In the presence of a city inspector. The ckty hoe the outhortly to require erosion control blankets and temporary or permanent seeding. contractor will be responsible for the successful establishment of the sea including add:tlohai spbgrode correction based on the test Tell. * See Mireot Spec. 3885 & 2575. repair or replacement of sod which becomes d='sploced or damaged due to lack of S. Dralobie shell be placed along both sides o` modway. Sae plut , 5232 for Swales-Need blankets over Icon 206. protection or proper care. details. wales Neca check do" If slope IS 4:I or greater. �yyp 4ll1QF EROSION CONTROL FOR SOD I YPICA. offff RESIDENTIAL INDIVIDUAL COTS TYP. ) PLACEMENTMV=t TRE=T SECTION t 's4 '-t2 ENGINEERING OEPAR'fMENT PUTS No: `;I',zf7 i=i FEY SEU 1 `i? ENGINEERING DEPARTMENT Fair "Aur. .;.1sNp\_nr:cgtr.3a; PkFF NCI.: 5 3�3 ne ELa ENGINEERING DE4'ARTMEN"'': rIt twuE. c: ;-uv sPc' S2oo ,E vAMC: G: \ENO'"iPEOS\`-SOY. © 2019 Pioneer Engineering, P.A. THE PARK 2ND ADDITION UTILITY &STREET CONSTRUCTION PLAN CHANHASSEN, MINNESOTA 1 \ OUTLOT A WETLAND 6 BASIN 800 - _BASIN 600 I � 1 2 3 4 5 8 F-109II F-„0 j F-111 t'F-112 r / �_„R r 1111 I11 FUTURE ADDITION PEARL or+>v� _- t o2 f `t : OUTLO't; B t 25 i F-101 //F-10D \`} \ F-115 ��\ Se ' 1 / iT \`� 'I'<---X\Y F-121 24 1 1 i F-99 /�� \.�� \ - -L' , F-122\ I C I F-98 F-12,3\ F-124\ 4 2.2 v , 1 91 3 F-96 1� F-125 j 2ND ADDITION -----F-95 - y, F_12E 19 7 ' 18 8 2 1 9 \\ A 12 �� ......._.j �—. t A 13 .- _----- WETLAND 11 ♦ 7 O \ \ \A BASIN 400 10 r -' �'( F-127 1 FATN F-94 �Y .. Eft SONG % X F-128 � F-130 / F-129� 18 7 �� r r \ / 15 14 ' 7 4 II 3 / 2 O � / /I WETLAND 1 2 4 r I 6 i 5 �N 4 _ Q1S� N' 16 PN54EY ` i 1 111 I ZZZ6 1g � �J1 2 0 I s J/L _i ! �___�_ _ 3 aove )) 412 t 2 y < WETLAND 14 T tt r 1 f�D 12 I �'°. WETLAND 13 I -T- PISNEERengineering 1 S ORCHARD LN. SA'P NOENNEN..Bi L�. LATE S!' 1 STELLAR W LIa' •4i R• , a ��QO REST w Ez - 6k ST. ST.� � �' T� Rry GIRT Li. J PNt LOVE F V °' P%1JI•i i• }(W. 651f��1 k� 21 2. ( 4? g n s NV'_ `1 tl cPESTVIEx b S OR. z'1.s \� a `Z w� g TRATTY `M 3' PER - cm s Cnt. Wf LANE L� �yc, �' HIG4 b C), qy 5 �' CT v�JP `�9q OS O�AIIA NES� TERN—DP�'�= `' AE Y• LANE ¢ L-� � C!, b _ uRVER sEAa Ro. ' Ruer� " t g apt ct. � c4R,EW� DR. T.c iTII4 323E C,A Q 54 �N kLµ CJ h NULN. b �CTR g 9 IO R. -. 44R r j`i. T_ Hvriaon� b RkLaM< L"ry +v •� A � K�L1Nt � HR,L CTIN1 Lnk< V2 G IFCIT.. R .R IflN S T E UTiCA ILNIJI �w0" 26 h• nnc Tq 41 °J v y CORLALP,ES }. . 5 OR Sp.(l�6. 411 Lk. Ann a��y L4 LL Y AWT, $u Ay 4. w SAOOLEw s CHIPPEWA IMAM 6`W'�LFJATy�. TR. F � � P b Ly ,vCLOVEA Cl 4L SRA'EBfARY WAY E. < V 9i. ®PEiS3,£ 4 ¢ Si 9 S.L W4Y W. '^ CKCAORY NAY W. m �rYILV�„ 11 �. JwmB YSDR. I7 SW. TBnn 4 .e B W' tB}h ll�sr�T. CAP TE m O ;~ �• DARN ARBORETUM PICHA CP. WATER TOWER � � -t � N • t Tl RW C QpiW OR n E I � LME LE � I BR �[� u Cp IEN � 17 J•h LANE CT. CR Jw TR C CR`FN LT. a LOCATION MAP 0 125 250 500 GRAPHIC SCALE IN FEET SHEET INDEX 0.1 COVER SHEET 0.2 LEGEND SHEET 1.1-1.4 SANITARY SEWER & WATERMAIN 1.5-1.6 CR 117 TRAFFIC CONTROL 2.1. STORM SCHEDULE 2.2-2.7. STORM SEWER CONSTRUCTION 3.1-3.4. STREET CONSTRUCTION 4.1-4.8. DETAILS 5.1. STREET & UTILITY EROSION CONTROL CITY OF CHANHASSEN RECci1iED NOV 15 %0119 HA;�wu_,y,u"�ds�uNG � BENCH MARK NW QUAD OF Know what's below. LONGACRES DRIVE & Ca11 before you dig. GALTNHPELEV IN VD 1023.96 02-ENG-118100-SHEET-COVER crOL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCEETELTS 2422 Enterprise Drive (651)681-1914 81-9488 Mendota Heights, MN 55120 Fax: eng.c g www.pioneereng.com © 2019 Pioneer Engineering, P.A. LEGEND UTILITY LINES EXISTING PROPOSED FUTURE DESCRIPTION ,.__..._.._._._..._.. _.._.._.__ ......... > o > > FM FM SANITARY MANHOLE SANITARY SEWER (SANITARY & WATERMAIN PLANS) SANITARY SEWER (STORM SEWER PLANS) FORCE MAIN HYDRANT FM—Fki--- ►� ,< GATE VALVE p ► ® REDUCER Yy 'ZP CURB STOP WATERMAIN (SANITARY & WATERMAIN PLANS) __._I.__...__._.__._I_._._........ WATERMAIN (STORM SEWER PLANS) ® CATCH BASIN 4'2 ® ® BEEHIVE o STORM MANHOLE ® FLARED END SECTION ® .--- - . -------- ® ® —>> CONTROL STRUCTURE STORM SEWER (SANITARY & WATERMAIN PLANS) STORM SEWER (STORM SEWER PLANS) 0 >> CULVERT ________________------ —PpRF PERF PERFORATED DRAINTILE _-______-_ _—pT DT SOLID DRAINTILE SERVICE {,Lr-� CASING _-z� e e e e e e UNDERGROUND ELECTRIC LINE fo fo fo fo fo fo UNDERGROUND FIBER OPTIC LINE g g —9—9— 9 9 UNDERGROUND GAS PIPELINE Petro petro petro UNDERGROUND PETROLEUM PIPELINE t t t t t t UNDERGROUND TELEPHONE LINES tv tv tv tv tv tv UNDERGROUND TELEVISION LINE on on oh on on on OVERHEAD UTILITY LINES SITE LINES EXISTING PROPOSED FUTURE DESCRIPTION SURMOUNTABLE CURB & GUTTER --------- _ B-STYLE CURB & GUTTER RIBBON CURB & GUTTER ---...------------------..__....._.__-.--_.__--- _. _ .. EDGE OF BITUMINOUS - _ YELLOW PAVEMENT STRIPING (SINGLE/DOUBLE) .._......... _----- _._._._...__.- WHITE PAVEMENT STRIPING (SINGLE/DOUBLE) PHASE LINE - - CENTERLINE ---------so^ --'---902- - 2' CONTOUR LINE w BUTLET_9az0 _ ttr_=�sr,c 10' CONTOUR LINE BASIN OUTLET LINE BASIN HIGH WATER LINE 84.3 PROPOSED SPOT ELEVATION EMERGENCY OVERFLOW — DRAINAGE FLOW ARROW DELINEATED / PROPOSED WETLAND LINE --------------- ---------------------- ---------------------- WETLAND BUFFER (, y._,{-.,,,.,�_,r_.,Y.�y-�, TREE LINE FEMA— —FEMA— —FEMA— FEMA FLOODPLAIN BOUNDARY ______________________ RETAINING WALL x x # # x x # # x x # # FENCE (BARBED WIRE) FENCE (CHAIN LINK) �] �] [] ❑ ❑ ❑ FENCE (WOOD) C W z + CONSERVATION AREA SIGN WETLAND BUFFER SIGN TYPE III BARRICADE LIGHT POLE STREET SIGNS PEDESTRIAN RAMP URV Y LINES EXISTING PROPOSED FUTURE DESCRIPTION BOUNDARY — — RIGHT OF WAY LOT LINE - - - - - - - - - - - - - - - - - - - - - - ---- - - - - -- EASEMENT _ ----- ------------ - ------------ SET BACK LINE —__—__---- -- — ------- --- SECTION LINE n RESTRICTED ACCESS HATCH PATTERNS GRAVEL SURFACE WETLAND BITUMINOUS SURFACE WETLAND UPLAND BUFFER + + + + WETLAND MITIGATION CONCRETE SURFACE + + + + + w w RIP RAP PERMANENT TURF RESTORATION � W SELECT BACKFILL MATERIAL I PERMANENT WET BASIN SEEDING EROSION CONTROL BLANKET I' 'I' 'I' 'I' 'I' 'I' UPLAND/NATURAL AREA SEEDING MNDOT CATEGORY PER PLAN PI9NEERengineeHng CIVJLF GIN S LANDPLANNERS LANDSURVEYORS LAMSCAPEARCHITECTS TOPOGRAPHIC SYMBOLS B CATCH BASIN ® CATCH BASIN BEEHIVE 8 FLARED END SECTION m GATE VALVE 4Y HYDRANT 3i WATER SERVICE WATER WELL MONITORING WELL o CLEANOUT 0 HAND HOLE O MANHOLE OTHER THAN SANITARY OR STORM 0 SANITARY OR STORM MANHOLE sw LAWN SPRINKLER VALVE %' LAWN SPRINKLER HEAD —�— UTILITY POLE TQ TRANSFORMER BOX ® FIBER OPTIC BOX ■ ELECTRIC BOX NATURAL GAS METER ,0�. LIGHT POLE SEMAPHORE ❑p TELEPHONE BOX 0 CABLE BOX Q CAST IRON MONUMENT FOUND IRON PIPE JUDICIAL LAND MARK ® PK NAIL CONTROL POINT o SPIKE (D- FLAG POLE 0 TEST HOLE ® MAILBOX a SIGN 0 BOLLARD T CONSERVATION POST DECIDUOUS TREE CONIFEROUS TREE 0 SHRUB / BUSH EROSION & SEDIMENT CONTROL • • • • • • • • • • • • • • • • STANDARD EROSION CONTROL ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ HEAVY-DUTY EROSION CONTROL SECONDARY EROSION CONTROL FENCE EROSION CONTROL AT BACK OF CURB TREE FENCE ->}>>>- TEMPORARY DIVERSION DITCH O`(D CATCH BASIN INLET PROTECTION STRAW BID ROLLS ROCK BERM —��— SUMPED RIP RAP PERMANENT ENERGY DISSIPATER DISCHARGE LOCATION BB0o0000o 00000000o GRAVEL CONSTRUCTION ENTRANCE ❑B000000❑ D--�--+-- TEMPORARY OUTLET FLOATING SKIMMER MAINTAINENCE VEHICLE ACCESS 10% ® SLOPE MAX. STABILIZED EMERGENCY OVERFLOW >>!! ! STEEP SLOPE 3:1 (H: V) �I!! (33.37.) OR STEEPER GRADE CURB LEGEND 08.15 = GUTTER LINE ELEVATION 4+46.57 FOR SURMOUNTABLE CURB 08.15 T.O. = GUTTER LINE ELEVATION 4+46.57 FOR SURMOUNTA LE CURB - - - - (TIP OUT GUTTER 08.32 = GUTTER LINE ELEVATION 4+46.57 FOR B618 CURB 08.32 T.O. = GUTTER LINE ELEVATION 4+46.57 OUT (IP GUTTER) 07.82 = BITUMINOUS ELEVATION �4+46.57 DRAINAGE & UTILITY EASEMENT FINISHED GROUND — ELEVATION LOWEST OPENING — ELEVATION STEP HEIGHT (IF REQUIRED) LOWEST FLOOR ELEVATION GARAGE ELEVATION RECOMMENDED GARAGE SIDE FINISHED ELEVATION ® LOT CORNER ABBREVIATIONS A ALGEBRAIC DIFFERENCE B-B BACK TO BACK BV BUTTERFLY VALVE BOC BACK OF CURB BFE BASE FLOOD ELEVATION BMP BEST MANAGEMENT PRACTICE CE CENTER LINE CB CATCHBASIN CBMH CATCHBASIN MANHOLE CMP CORRUGATED METAL PIPE CO CLEAN OUT CS CURB STOP DIP DUCTILE IRON PIPE DT DRAINTLE EL/ELEV ELEVATION EX EXISTING FES FLARED END SECTION F-F FACE TO FACE FM FORCEMAIN GB GRADE BREAK GND GROUND GV GATE VALVE HP HIGH POINT HYD HYDRANT HWL HIGH WATER LEVEL INV INVERT K CURVE COEFFICIENT L LENGTH LF LOWEST FLOOR LO LOOKOUT LO LOWEST OPENING LP LIQUID PETROLEUM LP LOW POINT MH MANHOLE PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVATURE PI POINT OF INTERSECTION R PROPERTY LINE PRC POINT OF REVERSE CURVATURE PVT POINT OF TANGENCY PVC POINT OF VERTICAL CURVATURE PVC POLYVINYL CHLORIDE PIPE PVI POINT OF VERTICAL INTERSECTION R RADIUS R RAMBLER RCP REINFORCED CONCRETE PIPE ROW RIGHT OF WAY SSWR SANITARY SEWER STA STATION STRM STORM SEWER SWPPP STORM WATER POLLUTION PROTECTION PLAN TNH TOP NUT HYDRANT TYP TYPICAL WM WATER MAIN WO WALKOUT LOT INFORMATION (TYPICAL SECTION NOT TO SCALE) U 28A ---- OI 7 I LID 1STEP F=929.0 37.0 I j STREET I:101:I3111R43 LOT NO. HOUSE TYPES K KAMBLEK UK SPLII EN IHY LO RAMBLER LOOKOUT OR SPLIT ENTRY WALKOUT WO — RAMBLER WALKOUT SE SPILT ENTRY SEWO—SPLIT ENTRY WALK OUT SLO —SIDE LOOKOUT SWO — SIDE WALKOUT 02-ENG - 118 1 00-SHEET-LGND 2422 Enterprise Drive (651) 681-1914 81-9488 Mendota Heights, MN 55120 Fax: eng.c g www.pioneereng.com © 2019 Pioneer Engineering, P.A. PI8NEERengineering 02-ENG-118100-SHEET-SSW R CIVILENOWEERS LANDPLANNERS LANDSDRVEYORS LANDSCAPEARCMTE= 2422 Enterprise Drive (651) 681-1914 81-9488 Mendota Heights, MN 55120 Fax: eng.c B www.pioneereng.com © 2019 Pioneer Engineering, P.A. SEE SHEET 1. ISEE SHEET 1.4 I oo� i �rn F------------------7 TEMP. HYDRANT // 5 X6"REDUCER W/6"GV SANITARY & WATERMAIN CONSTRUCTION NOTES: i I - - - - - - - - __, c� 6 1. SANITARY SEWER SERVICE WYES ARE STATIONED FROM r _ _ _ _ / 6'-6"PVC C900 DOWNSTREAM MANHOLES. - - - - - - - - - - r - - - - - - - - 1 (0rn GND. ELEV.=988.1 r 2. ALL SANITARY SEWER SERVICES SHALL TERMINATE 9' PAST m - - - - - - - - - 1 I rn II // \ < STA:11+92.9 y U / / j / oo i !/ ROW. I ca / ^ \ CS: 988.8 \ �� % ! " D I ao� 1 or L-- O / / \ \ INV:978.8 \ ��, ; t ; ! / LF,gE 3. ALL SANITARY SEWER SERVICES SHALL BE 6 PVC, SDR 26 1 oa, 1 . NOTE: 0� --- / / \` / i / -� o - \STA:0+33 SOLVENT WELD JOINT (NON -GASKEIED) WITH A MINIMUM 11 rn I -� CONNECT TO EXISTING 8 DIP 1 v_ f� HYDRANT _ _ / A �A r'� / SERVICE GRADE OF 2%, UNLESS OTHERWISE NOTED. ALL o -� + - CS: ( ) o D WATERMAIN. CONTRACTOR TO - - - - �c�- Tl g"X6"TEE W 6"GV \ / TD. + RISERS & WYES AT RISERS SHALL BE PVC C900 GASKE E I FIELD VERIFY LOCATION I / � INV:979.6 \ `� \� \ � / / �FUT, MH-16-096 4. WATER SERVICES ARE 3' UP STREAM FROM SANITARY SERVICE / _ - - - - - - - 'T'I 8'-6"PVC C900 1 STA: 0+3,4 '1\ ` - �� % 11+08.34 WITH A MIN 7.5' COVER. 8"GV &ELEVATION. 1 A c GND. ELEV.=994.3 �\ 1 \\ \ \8"X8"TEE% o <\ 5. ALL WATER SERVICES SHALL BE 1" PE UNLESS OTHERWISE ro -to) ' STA-15+97.4 1` ... 8"GV \ \ \ �. \ \ O / NOTED. /J 14 03 8"-11 NBE D 18"-111/BEND, �- g L� \ Fo°'g / ti 16-095 6. CURB STOPS AT SIDEWALK LOCATIONS TO BE PLACED 9' PAST ! s ° J Eq \ 1 i I I �� \ fig; ' / ` /12+04.4 \ PROPERTY LINE, ALL OTHER CURB STOPS TO BE PLACED AT C / / CS:994.2 1 I CS:991.7 \ 8"-22%•BEND PROPERTY LINE PER DETAIL PLATE 1005. / `` 0 1 INV:984.2 INV:981.7 1 STA: 0+76 I STA: 0+45 I SA' \ ` ' / 7. ALL WATER MAIN SHALL BE C900 UNLESS OTHERWISE NOTED. s'0p P " �9 \ / 8. ALL WATER MAIN BENDS & FITTINGS SHALL BE RESTRAINED �C Cg �8 `11j4 BEND 1 I ( * \ LF ' i -125 WITH MEGALUGS THRUST RESTRAINTS OR EQUAL. ALL BENDS pp W,y . %LF=938.1*1 i I LF=986.5 TO BE EPDXY COATED..` 8"X8"TEE / 996.1 G 1 I G 994.5 1 9. ALL UTILITY CONFLICTS SHALL BE RESOLVED ACCORDING TO �, 8,00 L - r MH-16-094 CITY STANDARD SPECIFICATIONS.- 10. CONTRACTOR IS RESPONSIBLE FOR ALL TRENCH DESIGN AND MEETING ALL OSHA REGULATIONS. / G n , 11. MAINTAIN 10' HORIZONTAL AND 1.5' VERTICAL SEPARATION BETWEEN SANITARY SEWER AND WATERMAIN. Si \ ^� - 12 6 12. CROSSINGS SHALL BE ARRANGED SO THAT SEWER JOINTS WILL !! CS:996.2 / / 88�* / / 6+00 »"~ �� n s. BE EQUIDISTANT AND AS FAR AS POSSIBLE FORM THE ! INV:985.3 WATERMAIN JOINTS. / STA:0+6 CS: / / \g8gO / / 13. CONTRACTOR SHALL CONTACT CITY INSPECTOR FOR 9 1 r - 1 (( /` ! INSPECTION OF ALL INSULATED PIPE CROSSINGS. INV:984.6 3 / LF-gs.8 G / 1 -_ r MH-16-093''.!f' 14. SANITARY SEWER INVERT ELEVATIONS ARE AT END OF \ \ STA:1+53 / / g88.g / G gg6 I I - - - j 14+00.00 CS: 994.9 / 4 - SERVICE. \ EX. STUB 16-078E INV- 984.5 / f '988.d I I G 995.g I 1 I I i I - 1 3 � 1�c9',- 15. ACTIVATION OF WATERMAIN SYSTEM SHALL BE PERFORMED BY \ 19+18.71 STA:1+89 CS: 995.5 / / 5 I I LF=987•g* I G 995.0 * I G 993.6 * i CITY PERSONNEL ONLY. CONTACT PUBLIC WORKS DEPARTMENT INV:985.3 I I 6 1 1 LF=987.0 LF=985.6 I iO�/ ' (952-227-1300). EX. MH-16-078 STA:2+52 CS:995.4 1 I I / a=' 16. DEFLECTION TESTING FOR ALL NON -RIGID PIPE SHALL BE 19+79.77 MH-16-085 INV: 984.9 CS:994.9 �, i / \\ % °j�7 -12 7 CONDUCTED AFTER THE FINAL BACKFILL HAS BEEN IN PLACE 16+4999 STA:0+10 INV:984.4 I I CS:992.5 FOR 30 DAYS. STA:0+71 CS:993.8 INV-982.1 17. THE SEWER AND WATER SERVICE SHALL BE INCLUDED IN THE (^ INV:983.5 STA:0+39 PRESSURE AND LEAKAGE TESTING REQUIREMENTS FOR THE v NOTE: LOTS 4.5.6.7.& 8 BLOCK 6 STA:1+37 8 I y I - g�,B G \ LOWER WATER SERVICE M+00.00 92 F _ 1 2 9 �/ % 9 g1g a MAIN LINES. 1s+oo.00 / / I /'� `F-1'2� UNDER 18. (*) INDICATES HOMES REQUIRING PRESSURE REDUCING VALVES STORM SEWER &INSULATE 1 TO REDUCE WATER PRESSURE TO BELOW 80 PSI. PER CITY PLATE 2204 0 25 50 100 SEE PLAN LEFT 'WYE ONLY I o C i I ST4:0+57 WYE ONLY F-1251 /1/ STA:1+27 LF=981.6 /; / �F F-1 26 I i 8"X8"TEE / t WYE ONLY STA• 1+36 SIC, �, w �i ,:t F-127 / °o p\�C_� p HYDRANT REDUCER W/6"GV PVC C900 --GND. ELEV.=986.4 r STA:1+56.2 o D aj • MH-16-094 �� oi��j' F-1 2 g CS: 986.4 INV-976.1 CS: 987.5 98p C ( }\ STA:1 +30 V: 977.4987.8 \ w !/ �STA:0+60 / i 1 LF=g79 8 MH-16-102 l,'/ CS:986.4 1+42.69 �!_ 1 3 /; / INV:976.2 Z v ! STA:1+20 W W� 0 25 50 100 (Y Tl ATTTT!" C!'A T T.1 TlT it Tl TlT 2019 Pioneer Engineering, P.A. 2)0 BASIN 500 FI NN hhKengineering L NOTE: CONNECT TO EXISTING 8"DIP WATERMAIN. CONTRACTOR TO FIELD VERIFY LOCATION & ELEVATION. SANITARY & WATERMAIN CONSTRUCTION NOTES: 1. SANITARY SEWER SERVICE WYES ARE STATIONED FROM DOWNSTREAM MANHOLES. 2. ALL SANITARY SEWER SERVICES SHALL TERMINATE 9' PAST ROW. 3. ALL SANITARY SEWER SERVICES SHALL BE 6" PVC, SDR 26 SOLVENT WELD JOINT (NON—GASKETED), WITH A MINIMUM SERVICE GRADE OF 27., UNLESS OTHERWISE NOTED. ALL RISERS & WYES AT RISERS SHALL BE PVC C900 (GASKETED). 4. WATER SERVICES ARE 3' UP STREAM FROM SANITARY SERVICE WITH A MIN 7.5' COVER. 5. ALL WATER SERVICES SHALL BE 1" PE UNLESS OTHERWISE NOTED. 6. CURB STOPS AT SIDEWALK LOCATIONS TO BE PLACED 9' PAST PROPERTY LINE, ALL OTHER CURB STOPS TO BE PLACED AT PROPERTY LINE PER DETAIL PLATE 1005. 7. ALL WATER MAIN SHALL BE C900 UNLESS OTHERWISE NOTED. 8. ALL WATER MAIN BENDS & FITTINGS SHALL BE RESTRAINED WITH MEGALUGS THRUST RESTRAINTS OR EQUAL. ALL BENDS TO BE EPDXY COATED. 9. ALL UTILITY CONFLICTS SHALL BE RESOLVED ACCORDING TO CITY STANDARD SPECIFICATIONS. 10. CONTRACTOR IS RESPONSIBLE FOR ALL TRENCH DESIGN AND MEETING ALL OSHA REGULATIONS. 11. MAINTAIN 10' HORIZONTAL AND 1.5' VERTICAL SEPARATION BETWEEN SANITARY SEWER AND WATERMAIN. 12. CROSSINGS SHALL BE ARRANGED SO THAT SEWER JOINTS WILL BE EQUIDISTANT AND AS FAR AS POSSIBLE FORM THE WATERMAIN JOINTS. 13. CONTRACTOR SHALL CONTACT CITY INSPECTOR FOR INSPECTION OF ALL INSULATED PIPE CROSSINGS. 14. SANITARY SEWER INVERT ELEVATIONS ARE AT END OF SERVICE. 15. ACTIVATION OF WATERMAIN SYSTEM SHALL BE PERFORMED BY CITY PERSONNEL ONLY. CONTACT PUBLIC WORKS DEPARTMENT (952-227-1300). 16. DEFLECTION TESTING FOR ALL NON —RIGID PIPE SHALL BE CONDUCTED AFTER THE FINAL BACKFILL HAS BEEN IN PLACE FOR 30 DAYS. 17. THE SEWER AND WATER SERVICE SHALL BE INCLUDED IN THE PRESSURE AND LEAKAGE TESTING REQUIREMENTS FOR THE MAIN LINES. 18. (*) INDICATES HOMES REQUIRING PRESSURE REDUCING VALVES TO REDUCE WATER PRESSURE TO BELOW 80 PSI. 02-ENG-118100-SHEET-SS WR CIVILENGMURS L.4NDPLANNERS LANDWRVEYORS LANDSCAPEARCFETECN 1914 2422 Enterprise Drive (b Fax: 681-9488 Mendota Heights, MN 55120 Fax: reng.c 88 g www.pioneereng.com © 2019 Pioneer P..nginmring, P.A. NOTE: CONNECT TO EXISTING 8"DIP WATERMAIN. CONTRACTOR TO FIELD VERIFY LOCATION & ELEVATION. SANITARY & WATERMAIN CONSTRUCTION NOTES: 1. SANITARY SEWER SERVICE WYES ARE STATIONED FROM DOWNSTREAM MANHOLES. 2. ALL SANITARY SEWER SERVICES SHALL TERMINATE 9' PAST ROW. 3. ALL SANITARY SEWER SERVICES SHALL BE 6" PVC, SDR 26 SOLVENT WELD JOINT (NON—GASKETED), WITH A MINIMUM SERVICE GRADE OF 27., UNLESS OTHERWISE NOTED. ALL RISERS & WYES AT RISERS SHALL BE PVC C900 (GASKETED). 4. WATER SERVICES ARE 3' UP STREAM FROM SANITARY SERVICE WITH A MIN 7.5' COVER. 5. ALL WATER SERVICES SHALL BE 1" PE UNLESS OTHERWISE NOTED. 6. CURB STOPS AT SIDEWALK LOCATIONS TO BE PLACED 9' PAST PROPERTY LINE, ALL OTHER CURB STOPS TO BE PLACED AT PROPERTY LINE PER DETAIL PLATE 1005. 7. ALL WATER MAIN SHALL BE C900 UNLESS OTHERWISE NOTED. 8. ALL WATER MAIN BENDS & FITTINGS SHALL BE RESTRAINED WITH MEGALUGS THRUST RESTRAINTS OR EQUAL. ALL BENDS TO BE EPDXY COATED. 9. ALL UTILITY CONFLICTS SHALL BE RESOLVED ACCORDING TO CITY STANDARD SPECIFICATIONS. 10. CONTRACTOR IS RESPONSIBLE FOR ALL TRENCH DESIGN AND MEETING ALL OSHA REGULATIONS. 11. MAINTAIN 10' HORIZONTAL AND 1.5' VERTICAL SEPARATION BETWEEN SANITARY SEWER AND WATERMAIN. 12. CROSSINGS SHALL BE ARRANGED SO THAT SEWER JOINTS WILL BE EQUIDISTANT AND AS FAR AS POSSIBLE FORM THE WATERMAIN JOINTS. 13. CONTRACTOR SHALL CONTACT CITY INSPECTOR FOR INSPECTION OF ALL INSULATED PIPE CROSSINGS. 14. SANITARY SEWER INVERT ELEVATIONS ARE AT END OF SERVICE. 15. ACTIVATION OF WATERMAIN SYSTEM SHALL BE PERFORMED BY CITY PERSONNEL ONLY. CONTACT PUBLIC WORKS DEPARTMENT (952-227-1300). 16. DEFLECTION TESTING FOR ALL NON —RIGID PIPE SHALL BE CONDUCTED AFTER THE FINAL BACKFILL HAS BEEN IN PLACE FOR 30 DAYS. 17. THE SEWER AND WATER SERVICE SHALL BE INCLUDED IN THE PRESSURE AND LEAKAGE TESTING REQUIREMENTS FOR THE MAIN LINES. 18. (*) INDICATES HOMES REQUIRING PRESSURE REDUCING VALVES TO REDUCE WATER PRESSURE TO BELOW 80 PSI. 02-ENG-118100-SHEET-SS WR CIVILENGMURS L.4NDPLANNERS LANDWRVEYORS LANDSCAPEARCFETECN 1914 2422 Enterprise Drive (b Fax: 681-9488 Mendota Heights, MN 55120 Fax: reng.c 88 g www.pioneereng.com © 2019 Pioneer P..nginmring, P.A. F w w / w w SEE SHEET 1.2 SANITARY & WATERMAIN CONSTRUCTION NOTES: 1. SANITARY SEWER SERVICE WYES ARE STATIONED FROM DOWNSTREAM MANHOLES. 2. ALL SANITARY SEWER SERVICES SHALL TERMINATE 9' PAST ROW. 3. ALL SANITARY SEWER SERVICES SHALL BE 6" PVC, SDR 26 SOLVENT WELD JOINT (NON-GASKETED), WITH A MINIMUM SERVICE GRADE OF 27., UNLESS OTHERWISE NOTED. ALL RISERS & WYES AT RISERS SHALL BE PVC C900 (GASKETED). 4. WATER SERVICES ARE 3' UP STREAM FROM SANITARY SERVICE WITH A MIN 7.5' COVER. 5. ALL WATER SERVICES SHALL BE 1" PE UNLESS OTHERWISE NOTED. 6. CURB STOPS AT SIDEWALK LOCATIONS TO BE PLACED 9' PAST PROPERTY LINE, ALL OTHER CURB STOPS TO BE PLACED AT PROPERTY LINE PER DETAIL PLATE 1005. 7. ALL WATER MAIN SHALL BE C900 UNLESS OTHERWISE NOTED. 8. ALL WATER MAIN BENDS & FITTINGS SHALL BE RESTRAINED WITH MEGALUGS THRUST RESTRAINTS OR EQUAL. ALL BENDS TO BE EPDXY COATED. 9. ALL UTILITY CONFLICTS SHALL BE RESOLVED ACCORDING TO CITY STANDARD SPECIFICATIONS. 10. CONTRACTOR IS RESPONSIBLE FOR ALL TRENCH DESIGN AND MEETING ALL OSHA REGULATIONS. 11. MAINTAIN 10' HORIZONTAL AND 1.5' VERTICAL SEPARATION BETWEEN SANITARY SEWER AND WATERMAIN. 12. CROSSINGS SHALL BE ARRANGED SO THAT SEWER JOINTS WILL BE EQUIDISTANT AND AS FAR AS POSSIBLE FORM THE WATERMAIN JOINTS. 13. CONTRACTOR SHALL CONTACT CITY INSPECTOR FOR INSPECTION OF ALL INSULATED PIPE CROSSINGS. 14. SANITARY SEWER INVERT ELEVATIONS ARE AT END OF SERVICE. 15. ACTIVATION OF WATERMAIN SYSTEM SHALL BE PERFORMED BY CITY PERSONNEL ONLY. CONTACT PUBLIC WORKS DEPARTMENT (952-227-1300). 16. DEFLECTION TESTING FOR ALL NON -RIGID PIPE SHALL BE CONDUCTED AFTER THE FINAL BACKFILL HAS BEEN IN PLACE FOR 30 DAYS. 17. THE SEWER AND WATER SERVICE SHALL BE INCLUDED IN THE PRESSURE AND LEAKAGE TESTING REQUIREMENTS FOR THE MAIN LINES. 18. (*) INDICATES HOMES REQUIRING PRESSURE REDUCING VALVES TO REDUCE WATER PRESSURE TO BELOW 80 PSI. of-� 0 25 50 100 BENCH MARK Loo� ~ 1 z' NW QUAD OF _ m LONGACRES DRIVE & _ � � ? of 0 > zl m `r ALPHABET STREET GALIN GRAPHIC SCALE IN FEET = �1023 96. GR ..... ................ mzZ� -.-...............- �_ ................................................................................... ...........................TNHPELEV mom. o mom. ai o .. EXISTING: .. . ....... ...... GROUND:: ::: w. .. .. I 1010 1010 ........._............ m .................... .......... ..... c� ... .. ..... ... :......... .. PROPOSED :::: ::::::. m.�. �¢ : oo `a :...................:........................... W� : :.: 3 m z-z i . :::: .. ...... : . ........ 3 3 cn . .. .. ... GRADE : \ o oa0o°':: z:l 100. : :: zz_I :. : x �� I :::: : I mrn� ppc?rnr �: z1 ao. m.n Lo n :::.::::: :::: : :: :' I I m :: :: ro� ::: ::::::: .: :: :::::: .::::: 1005 1 0 0 5..N ........ ........ ... ... ...... I .2 fl >">': ........................a. .................... .n.Kj. ... .. ao �•.tN .:........::::::.....:::::........ °' ::: ::: N M.N............... ....:: aam .::::: ::::::::::_: �• Off.-. Z.O roO)04 �.- 0 : I c0 '�0O'� N Z.Z 0 .::::: ........: . . _:. *� ZZ ��m -- _ �m>, _ 1000 1000 : .... Br. :::..: .... .... .� ::::::::::::..::. ..� m_._................ :......................... ..�� __._......................................................................... ..... 138'... A GC: z. . 2 j .. .. . .. 8"'PVC. SDR 35: :C8 :.. �0 :. ::. ::: ::: :: .....:::::: .. ... ® 1.87%.... ..995 995 .. ..... .. ................. ............................................. .......................... 8:PVC:SDR:35 02% : 7.5-MIN; ....... .. . . .5:...... ... 990990 ...:.................. .... ..............:...... .......... : . . . . .. ::: :.... ..........: .. . . ...... ..COVER. :.........:........:...... : : : : :. z Wiz. ... 9 985 ..............................................................................................................................154... . . . ... ............ ...... 8"• PVC SDR 35::. 44%. . ..... . 151. 8'P 35.: �i+ m :.. :: : : .. . .... ®G : . 0.50� :: rr o 9 8 0 .. ......... .� . ...: ........................................................... :::::::::::.:::::::::::.::::::::::::.:::::....::::::::::::::::..::::::::::...::::.::................................................................................................ 8 ' Pvc sDR .2.. ..� 975 ... ...975 9 7 5 .................................................................................................................................................................. ..... .... 0:5:327 :....... ............................................................................... .......... :::::::::::::.:::::::::::::::::::.:::::::::::..:::::.:::::..:.:::::::::...:................................... ... .9......::::..........:::.................:::............................................... 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 P18NEERenginming 02-ENG-1 18100-SHEET-SSWR C M ENOSNEERS LAND PLANNERS LAND SLBVEYORS LANDSCAPE ARCHITECTS 1914 2422 Enterprise Drive (6 Fax: 681-9488 Mendota Heights, MN 55120 Fax:reng.c m www.pioneereng.com © 2019 Pioneer Engineering, P.A. PHASE I PI8NEEReneneering CIVILENGWEERS LANDPLANNERS LANDSURVEYORS LANDSCAPEAWTUE-1 PHASE 2 NOTE: 1. MNMUTCD AND MN TEMPORARY TRAFFIC CONTROL FIELD MANUAL PRACTICES SHALL BE ADHERED TO. 2. MAINTAIN ONE LANE OF TRAFFIC WITH FLAGGERS. 3. ANY PRIVATE IRRIGATION DAMAGED DURING CONSTRUCTION WILL BE REPAIRED. CONSTRUCTION SEQUENCE: 1. CONSTRUCT BYPASS LANE. 2. INSTALL TRAFFIC CONTROL DEVICES. 3. EXCAVATE PIT & INSTALL WET TAP. 4. PLACE CASING PIPE. 5. INSTALL WATERMAIN THROUGH CASING PIPE & CONNECT TO WET TAP. 6. BACKFILL PIT. 7. REMOVE BYPASS LANE. 8. PATCH C.R. 117 WITHIN 24 HOURS. 9. TRAIL & BOULEVARD TO BE RESTORED WITHIN TWO WEEKS OF COMPLETION. 0 24.999C9.9995 99.999 GRAPHIC SCALE IN FEET NW QUAD OF LONGACRES DRIVE & GALPIN BLVD TNH ELEV = 1023.96 02-ENG-118100-SHEET-CR-117-TC 2422 Enterprise Drive (651)681-1914 681-9488 Mendota Heights, MN 55120 Fax: B www.pioneereng.comeng.com © 2019 Pioneer Engineering, P.A. 0 ROA - / \ D CLOSED -� TO THRU TRAFFIC T �, LOCAL RESIDENTS ONLY \ \ of _ cat � - I I I /1A\ CLOSED AHEAD _ �L ` W LON CR1= DR VE f �1 CLSED AHEAD , ETLAND 12 _ FOLLOW SIGNS FOR iL F 1 ` DETOUR \ 2 ' LOCA� TR�FFIC ONLY , / 2 PI$NEERengineering CIVIUMPUMS LANDPLANNERS LANDSURVEYORS LANDSCAMARCHMCM 2422 Enterprise Drive (651) 681-1914 81-9489 Mendota Heights, MN 55120 Fax: eng.c g www.pioneereng.com p0 L N BL Vp - -- P, On 1� ONE LANE ROAD AHEAD - -- -` _ _ _ - NO ` j 1 �- LONGACRE DRIVE - CLOSED AHEAD FOLLOW SIGNS FOR DETOUR LOCAL TRAFFIC ONLY 0 / 1 ROAD XXXX FT FLAGGER AHEAD ONE LANE ROAD AHEAD] -- _- 600' n wEI.AND z TRAIL CLOSED AH i � 0 75 150 300 GRAPHIC SCALE IN FEET BENCH MARK NW QUAD OF LONGACRES DRIVE & GALPIN BLVD TNH ELEV = 1023.96 02-ENG- 118100-SHEET-CR-117-TC © 2019 Pioneer Engineering, P.A. STORM SEWER CONSTRUCTION NOTES: 1. PROVIDE R-3067V OR R-3067VB, AT LOW POINTS, NEENAH CASTINGS OR APPROVED EQUAL ON ALL CATCH BASINS UNLESS OTHERWISE NOTED. 2. PROVIDE 24"X36" SLAB OPENING FOR R-3067V NEENAH CASTINGS ON ALL CATCH BASIN MANHOLES UNLESS OTHERWISE NOTED. 3. DRAIN TILE TO BE PLACED 1' BEHIND BACK OF CURB. DRAIN TILE TO BE PERFORATED, CORRUGATED DUAL WALL SMOOTH LINE, AND PLACED AS SHOWN ON THE PLAN. DRAIN TILE CLEAN -OUTS PLACED AS SHOWN ON PLAN. 4. FINAL STRUCTURE OFF -SET TO BE VERIFIED BY CONTRACTOR AND INSPECTOR BASED ON MATERIAL SUPPLIED TO PROJECT. FIELD STAKING SET ACCORDING TO BACK -OF -CURB. PI$NEERengineering STRUCTURE TABLE STRUCTURE NAME TYPE STRUCTURE SIZE NEENAH CASTING OR EQUAL NOTES 302 STMH 72" DIA. R-1642 303 CBMH 48" DIA. R-3067 V 304 STMH 48" DIA. R-1642 305 STMH 60" DIA. R-1642 306 CBMH 48" DIA. R-3067 V 313 CBMH 48" DIA. R-3067 V 1 314 CBMH 48" DIA. R-4342 315 CBMH 48" DIA. R-4342 316 CB 27" DIA. R-4342 317 CBMH 48" DIA. R-3067 V 1 320 CBMH 48" DIA. R-3067 V 321 CBMH 48" DIA. R-3067 V 322 CBMH 60" DIA. R-3067 V 323 CBMH 48" DIA. R-3067 V 324 CBMH 48" DIA. R-3067 V 325 CBMH 48" DIA. R-3067 V 326 CBMH 48" DIA. R-3067 V 328 CBMH 60" DIA. R-3067 V 329 CBMH 48" DIA. R-3067 V 330 CBMH 48" DIA. R-3067 V 331 CBMH 48" DIA. R-3067 V 332 CBMH 48" DIA. R-3067 V 1 333 CBMH 48" DIA. R-3067 V 1 334 CBMH 48" DIA. R-3067 V 335 CBMH 48" DIA. R-3067 V 336 CBMH 48" DIA. R-3067 V 1 STRUCTURE TABLE STRUCTURE NAME TYPE STRUCTURE SIZE NEENAH CASTING OR EQUAL NOTES 337 CBMH 48" DIA. R-3067 V 1 338 CB 36"X24" R-3067 V 1 339 CB 36"X24" R-3067 V 1 340 CBMH 48" DIA. R-3067 V 341 CBMH 48" DIA. R-3067 V 1 342 CBMH 48" DIA. R-4342 343 CBMH 48" DIA. R-4342 344 CBMH 48" DIA. R-4342 345 CBMH 48" DIA. R-4342 346 CBMH 48" DIA, R-4342 347 CBMH 48" DIA. R-4342 348 CBMH 48" DIA. R-4342 349 CBMH 48" DIA. R-4342 350 CBMH 48" DIA. R-4342 351 CB 27" DIA. R-4342 425 CBMH 60" DIA. R-3067 V 426 CBMH 48" DIA. R-3067 V 427 CBMH 48" DIA. R-3067 V 428 CBMH 48" DIA. R-3067 V 429 CBMH 48" DIA. R-3067 V 430 CBMH 48" DIA. R-3067 V 431 CBMH 48" DIA. R-3067 V 1 432 CB 36"X24" R-3067 V 1 434 CB 36"X24" R-3067 V 1 435 CB 36"X24" R-3067 V 1 STORM STRUCTURE TABLE NOTES: 1. WATER TIGHT STRUCTURES A. STRUCTURE SHALL HAVE AN INTEGRAL BASE B. PIPE CONNECTION TO STRUCTURE WITH PRESS -SEAL WATER STOP GROUT RING OR APPROVED EQUAL. C. PIPE JOINTS WITHIN 10' OF WATERMAIN WILL BE TONGUE AND GROOVE WITH A HAMILTON KENT SUPERSEAL GAASKET OR APPROVED EQUAL MEETING ASTM-443 D. ALL MH JOINTS WILL BE TONGUE AND GROOVE WITH A HAMILTON KENT SUPERSEAL GASKET OR APPROVED EQUAL MEETING ASTM-443 02-ENG-118100-SHEET-STRM-SCHD CML ENGINEERS LAND PLANNERS LAND Si1RVEYORS LANDSCAPE ARCHMICPS 1914 2422 Enterprise Drive (6 ax:681-9488 Mendota Heights, MN 55120 Fax: reng.com g www.pioneereng.com © 2019 Pioneer Engineering, P.A. STORM SEWER CONSTRUCTION NOTES: 1. PROVIDE R-3067V OR R-3067VB, AT LOW POINTS, NEENAH CASTINGS OR APPROVED EQUAL ON ALL CATCH BASINS UNLESS OTHERWISE NOTED. 2. PROVIDE 24"X36" SLAB OPENING FOR R-3067V NEENAH CASTINGS ON ALL CATCH BASIN MANHOLES UNLESS OTHERWISE NOTED. 3. DRAIN TILE TO BE PLACED 1' BEHIND BACK OF CURB. DRAIN TILE TO BE PERFORATED, CORRUGATED DUAL WALL SMOOTH LINE, AND PLACED AS SHOWN ON THE PLAN. DRAIN TILE CLEAN —OUTS PLACED AS SHOWN ON PLAN. 4. FINAL STRUCTURE OFF —SET TO BE VERIFIED BY CONTRACTOR AND INSPECTOR BASED ON MATERIAL SUPPLIED TO PROJECT. FIELD STAKING SET ACCORDING TO BACK —OF —CURB. PIONEERenginming U 0 25 50 100 GRAPHIC SCALE IN FEET 02-ENG-118100-SHEET-STRM CIVa.E'IOMRS LANDPLANNERS LANDSURVEYORS LANDSCAPE ARCMTECfS 2422 Enterprise Drive (6681- Mendota Heights, MN 55120 www.pioneereFaax:x:re 1-94848 48ng.com © 2019 Pioneer Engineering, P.A. STORM SEWER CONSTRUCTION NOTES: 1. PROVIDE R-3067V OR R-3067VB, AT LOW POINTS, NEENAH CASTINGS OR APPROVED EQUAL ON ALL CATCH BASINS UNLESS OTHERWISE NOTED. 2. PROVIDE 24"X36" SLAB OPENING FOR R-3067V NEENAH CASTINGS ON ALL CATCH BASIN MANHOLES UNLESS OTHERWISE NOTED. 3. DRAIN TILE TO BE PLACED 1' BEHIND BACK OF CURB. DRAIN TILE TO BE PERFORATED, CORRUGATED DUAL WALL SMOOTH LINE, AND PLACED AS SHOWN ON THE PLAN. DRAIN TILE CLEAN —OUTS PLACED AS SHOWN ON PLAN. 4. FINAL STRUCTURE OFF —SET TO BE VERIFIED BY CONTRACTOR AND INSPECTOR BASED ON MATERIAL SUPPLIED TO PROJECT. FIELD STAKING SET ACCORDING TO BACK —OF —CURB. PI9NEERengsineering J 1 \ B S7+0 TREET ---- 4+o0 i ^ 11 1 II II 23 , — 1 CB-351 / \ -��I �� 11 11 II 11 II 11 14 1 � � I 4 i II II 1 11 11 15 11 11 CBMH-341 16 1 I 1 1 18+05.00 /�� °,N I I 1 11 11 1 I 11 1 1 1 1 I 22 // — 1 1 1 1 1 1 17 1 1 1 1 1 1 CBMH-342� 11 I 1 II CBMH-3431 1 /\\ \CBMH-350/ Il 11 19 Il II 1 8 II II 1 I CBMH-34411 1 CBMH-345 20 1 1 II 11 CBMH-346 CBMH-347—'� \\ \ CBMH-349 CBMH-348 ` \\ 1 ` \ \ _j 9 5 8 ` 7 1 \ `\ \ P� 9+oa / 3 2 I I E 45 5 I I I I — — — — — — + 0 441 4 I I C L----------- CBMH-340 I 18+06.37 o I L � I 2 I m 1 / I / L___ 0 25 50 100 GRAPHIC SCALE IN FEET 02-ENG-118100-SHEET-STPNI CVILENGINEERS LANDPLANNERS LANDSUR�YORS LANDSCAPEARCHMC'S 914 2422 Enterprise Drive (6ax:51) 681-9488 Mendota Heights, MN 55120 Fax: reng.com g www.pioneereng.com © 2019 Pioneer Engineering, P.A. STORM SEWER CONSTRUCTION NOTES• 1. PROVIDE R-3067V OR R-3067VB, AT LOW POINTS, NEENAH CASTINGS OR APPROVED EQUAL ON ALL CATCH BASINS UNLESS OTHERWISE NOTED. 2. PROVIDE 24"X36" SLAB OPENING FOR R-3067V NEENAH CASTINGS ON ALL CATCH BASIN MANHOLES UNLESS OTHERWISE NOTED. 3. DRAIN TILE TO BE PLACED 1' BEHIND BACK OF CURB. DRAIN TILE TO BE PERFORATED, CORRUGATED DUAL WALL SMOOTH LINE, AND PLACED AS SHOWN ON THE PLAN. DRAIN TILE CLEAN —OUTS PLACED AS SHOWN ON PLAN. 4. FINAL STRUCTURE OFF —SET TO BE VERIFIED BY CONTRACTOR AND INSPECTOR BASED ON MATERIAL SUPPLIED TO PROJECT. FIELD STAKING SET ACCORDING TO BACK —OF —CURB. ry . PISNEERenggineei ing I I I i 2 II 3 DRAINTILE I I I I CLEAN OUT ! I I BMH-3351 z+Ozss-- /,00 m / 2 / ---------- L C1000.7—�)� HWL=999.8 LH WL=1001.9 I I I I I I I lil II II I I 11 II I I I I �I�I 111 it ii 6 iiF-10 II 4 II 5 II 11 II I I � 1 1 I I I I CBMH-334 i t 1 1 4+79.97 m --------� (-------4+74.95 DRAIN- LE I CBMH-332 / CLEAN OUT I II 0+39.64 I i 1 li i 25 1 L-------- --- —J /- - - - - - - - - - 24 / 2 / /4. 5+00 00 6+00 o o 23 10+39 64 I 1 F-1 I . I 0 1 I I I i '• I I L - - - - j I 1 / L _ 0 25 50 99.9 GRAPHIC SCALE IN FEET 02-ENG-118100-SHEET-STRM CIVR.ENOMERS L.ANDPL.ANNERS LANDSURVEYORS LANDSCAPEARCMTECfS 2422 Enterprise Drive (6 ax: 681-1914 Mendota Heights, MN 55120 Fax: Teng.c m '; www.pioneereng.com © 2019 Pioneer Engineering, P.A. STORM SEWER CONSTRUCTION NOTES: 1. PROVIDE R-3067V OR R-3067VB, AT LOW POINTS, NEENAH CASTINGS OR APPROVED EQUAL ON ALL CATCH BASINS UNLESS OTHERWISE NOTED. 2. PROVIDE 24"X36" SLAB OPENING FOR R-3067V NEENAH CASTINGS ON ALL CATCH BASIN MANHOLES UNLESS OTHERWISE NOTED. 3. DRAIN TILE TO BE PLACED 1' BEHIND BACK OF CURB. DRAIN TILE TO BE PERFORATED, CORRUGATED DUAL WALL SMOOTH LINE, AND PLACED AS SHOWN ON THE PLAN. DRAIN TILE CLEAN -OUTS PLACED AS SHOWN ON PLAN. 4. FINAL STRUCTURE OFF -SET TO BE VERIFIED BY CONTRACTOR AND INSPECTOR BASED ON MATERIAL SUPPLIED TO PROJECT. FIELD STAKING SET ACCORDING TO BACK -OF -CURB. PIONEERengineering 0 25 50 GRAPHIC SCALE IN FEET 02-ENG-118100-SHEET-STRM CtVR. ENQAIEE[t5 LANDW.ANNERS LANDSURVEYORS LANDSCAMARCHrmcTS 2422 Enterprise Drive (651) 681-1914 Heights, MN 55120 Fax: 1 -9488 Mendota Hei g www.pioneerereng.com.com © 2019 Pioneer Engineering, P.A. STORM SEWER CONSTRUCTION NOTES: 1. PROVIDE R-3O67V OR R-3O67VB, AT LOW POINTS, NEENAH CASTINGS OR APPROVED EQUAL ON ALL CATCH BASINS UNLESS OTHERWISE NOTED. 2. PROVIDE 24"X36" SLAB OPENING FOR R-3067V NEENAH CASTINGS ON ALL CATCH BASIN MANHOLES UNLESS OTHERWISE NOTED. 3. DRAIN TILE TO BE PLACED 1' BEHIND BACK OF CURB. DRAIN TILE TO BE PERFORATED, CORRUGATED DUAL WALL SMOOTH LINE, AND PLACED AS SHOWN ON THE PLAN. DRAIN TILE CLEAN -OUTS PLACED AS SHOWN ON PLAN. 4. FINAL STRUCTURE OFF -SET TO BE VERIFIED BY CONTRACTOR AND INSPECTOR BASED ON MATERIAL SUPPLIED TO PROJECT. FIELD STAKING SET ACCORDING TO BACK -OF -CURB. FNWL=965.0 BASIN 300 OUTLET=965.95 H WL=970.1 WFT vnl =F%RiR Ar*FT PIONEERengineering 0 25 50 100 GRAPHIC SCALE IN FEET 02-ENG-118100-SHEET-STRM CIVE. ENCTMERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHI =S 2422 Enterprise Drive (6 Fax: 681-9484 Mendota Heights, MN 55120 Fax: reng.com g www.pioneereng.com © 2019 Pioneer Engineering, P.A. L — — — — — — j I L STORM SEWER CONSTRUCTION NOTES: 1. PROVIDE R-3067V OR R-3067VB, AT LOW POINTS, NEENAH CASTINGS OR APPROVED EQUAL ON ALL CATCH BASINS UNLESS OTHERWISE NOTED. 2. PROVIDE 24"X36" SLAB OPENING FOR R-3067V NEENAH CASTINGS ON ALL CATCH BASIN MANHOLES UNLESS OTHERWISE NOTED. 3. DRAIN TILE TO BE PLACED 1' BEHIND BACK OF CURB. DRAIN TILE TO BE PERFORATED, CORRUGATED DUAL WALL SMOOTH LINE, AND PLACED AS SHOWN ON THE PLAN. DRAIN TILE CLEAN —OUTS PLACED AS SHOWN ON PLAN. 4. FINAL STRUCTURE OFF —SET TO BE VERIFIED BY CONTRACTOR AND INSPECTOR BASED ON MATERIAL SUPPLIED TO PROJECT. FIELD STAKING SET ACCORDING TO BACK —OF —CURB. 3 PIONEERengineei ing -------------- 0 25 50 100.00 GRAPHIC SCALE IN FEET 02-ENG-118100-SHEET-STRM CNff.ENOIN'EERS LANDPLANNERS LANDSURVEYORS LANDSCAPE ARCFffrECCS 1914 2422 Enterprise Drive (6 ax:681-9488 Mendota Heights, MN 55120 Fax: reng.c m g www.pioneereng.com © 2019 Pioneer Engineering, P.A. CURVE TABLE CURVE DELTA LENGTH RADIUS TANGENT PC PT C8 29-59.25" 183.20 350.00 93.75 0+49.38 2+32.58 CURB LEGEND 08.15 = FTBLUORSURMOUNAE CURB 08.32 = GUTTER LINE ELEVATION FOR B618 CURB 08.32 T.O. = GUTTER LINE ELEVATION FOR B612 CURB WITH TIP OUT 07.82 = BITUMINOUS ELEVATION = SURMOUNTABLE CURB & GUTTER = B618 CURB & GUTTER = BITUMINOUS EDGE B612 TIP OUT CURB 10, = PED. RAMP (MNDOT 7036F) o = STREET LIGHT PIONEERenginee ing i I I I , I I I 110 ;' F I I I I I BARRICADES I PL CL PL N 6" Topsoil, Seed N & Mulch or Sod. Draintile Surmountable - Concrete Curb 30' +-1 15.5' to Back 1 15. Wear Course to be 1/2" Above Edge of Gutter 1 t t 2.07 30' 2.0% 1.5 : 1 2"—MNDOT 2360 SPWEA340C Tack Coat — 2357 2"—MNDOT 2360 SPNW63306' 12"—Class 5 Aggregate Base 24" MNDOT 3149.2E Select Granular Borrow (*See Note 7) Not to scale 'BASE COURSE TO UTILIZE ASPHALT BINDER GRADE "C" IN ACCORDANCE WITH MnDOT ASPHALT GRADES (TABLE 2360-2) 0 25 50 100 GRAPHIC SCALE IN FEET 02-ENG-118100-SHEET-ROAD C[VR.ENGINEERS LANDPLANN£RS LANDSURVEYORS LANDSCAPE AROUTECTS 2422 Enterprise Drive (651) 681-1914 681-9488 Mendota Heights, MN 55120 Fax: reng.c g www.pioneereng.com © 2019 Pioneer Engineering, P.A. CURVE TABLE CURVE DELTA LENGTH I RADIUS TANGENT PC PT C9 4'05'55" 71.54 1000.10 35.79 18+92.73 19+64.27 C10 14'40'23" 243.89 952.37 122.62 15+34.79 17+78.69 C11 141'04'08" 923.29 375.00 1061.00 6+11.50 15+34.79 CURB LEGEND 08.15 = GUTTERELEVATION 08.32 = GUTTER LINE ELEVATION FOR B618 CURB 08.32 T.O. = GUTTER LINE ELEVATION FOR B612 CURB WITH TIP OUT 07.82 = BITUMINOUS ELEVATION = SURMOUNTABLE CURB & GUTTER = 8618 CURB & GUTTER = BITUMINOUS EDGE = B612 TIP OUT CURB = PED. RAMP (MNDOT 7036F) 1c = STREET LIGHT PIONEERengineering PL 6" Topsoil, Seed & Mulch or Sod. Dralntile Surmountable - Concrete Curb CL 30' 30' 15.5' to Back 15.5' to Back m Wear Course to be 1/2" — Above Edge of Gutter 1 I If 2.0% 2.0% 1.5 : ': 2"—MNDOT 2360 SPWEA340C Tack Coat — 2357 2"—MNDOT 2360 SPNW8330B* 12"--Class 5 Aggregate Base 24" MNDOT 3149.28 Select Granular Borrow (*See Note 7) Not to scale *BASE COURSE TO UTILIZE ASPHALT BINDER GRADE "C" IN ACCORDANCE WITH MnDOT ASPHALT GRADES (TABLE 2360-2) 0 25 50 100 GRAPHIC SCALE IN FEET 02-E.NG-118100-SHEET-ROAD CIVn.INODMERS LANDPLANNERS LANDSURVEYORS LANDSCAPEARCHTTECI'S 1914 2422 Enterprise Drive (6ax:51) 681-9488 Mendota Heights, MN 55120 Fax: reng.com g www.pioneereng.com 2019 Pioneer Engineering, P.A. CURB LEGEND 08.15 = GUTTER LINE ELEVATION FOR SURMOUNTABLE CURB 08.32 = GUTTER LINE ELEVATION FOR B618 CURB 08.32 T.O. = GUTTER LINE ELEVATION FOR B612 CURB WITH TIP OUT 07.82 = BITUMINOUS ELEVATION = SURMOUNTABLE CURB & GUTTER = B618 CURB & GUTTER = BITUMINOUS EDGE = B612 TTP OUT CURB = PIED. RAMP (MNDOT 7036F) o = STREET LIGHT PL CL 1 30' 15.5' 6" Topsoil, Seed N & Mulch or Sod. Draintile Surmountable - Concrete Curb 30' Back 1 15.5' to Back Wear Course to be 1f2" Above Edge of Gutter I S 1 2.0% 1 2"—MNDOT 2360 SPWE Tack Coat — 2357 2"—MNDOT 2360 SPNN 12"—Class 5 Aggregat, 24" MNDOT 3149.28 S Granular Borrow (*See Not to scale *BASE COURSE TO UTILIZE ASPHALT BINDER GRADE 'C' PIONEERengineering LE NGENT PC PT -1.20 0+16.70 0+97.99 ,9.70 2+77.53 4+12.13 i5.12 4+12.13 5+38.75 56.53 j 9+45.43 j 12+45.45 0 25 50 100 GRAPHIC SCALE IN FEET BENCH MARK NW QUAD OF LONGACRES DRIVE & r_AI DIAI RI Vf) 02-ENG-118100-SHEET-ROAD CIVM ENGV4EERS LAND PLANNERS LANDSU VEYORS LANDSCAPEARCFQTECT.S 2422 Enterprise Drive (651) 681-1914 81-9488 Mendota Heights, MN 55120 Fax: eng.c B www.pioneereng.com © 2019 Pioneer Engineering, P.A. CURVE TABLE CURVE DELTA LENGTH I RADIUS TANGENT PC PT C5 26'23'23" 108.24 235.00 55.10 1+10.70 2+18.93 C6 80'13'40" 280.05 200.00 168.50 2+18.93 4+98.98 C7 20'01'53" 244.73 700.00 123.63 4+98.98 7+43.71 PL CL PL 30' I 30, 15.5' to Back 15.5' to Bock (� Wear Course to be 1/2" -� Above Edge of Gutter { ( 1 ! { 2.0% 2.0% , 6" Topsoil, Seed N & Mulch or Sod. Draintiie Surmountable. Concrete Curb 2"-MNDOT 2360 SPWEA340C Took Coat -- 2357 2"-MNDOT 2360 SPNWB330B' 1.5 aintile CURB LEGEND / �2s �J - -- � 12"-Class 5 Aggregate Base 6 0• + � 3149.2E Select 0$.15 = GUTTER LINE ELEVATION � o W iA ular BMNDO Gra24"nular Granular Borrow {*See Note 71 FOR SURMOUNTABLE CURB / 9 c F 2 p 10.51 5 0r `'O- Net to Scale 08.32 = GUTTER LINE ELEVATION 1416 1 0.70 04,97 STREET LIGHT (TYP.) r, I FOR 6618 CURB 4 4.95 13.36 12.57 2+11.30 94.56 08.32 T.O. = GUTTER LINE ELEVATION 0+zz.z7 +39.s4 04.53 4 E 95764 10+30.50 *BASE COURSE TO UTILIZE ASPHALT BINDER GRADE "C" IN 1 1 FOR B612 CURB WITH TIP OUT (V 25 2+18.93 p �r� o NTH MnDOT ASPHALT GRADES (TABLE 2360-2) ACCORDANCE M 07.82 = BITUMINOUS ELEVATION / \ � A� H s as `� -' g}00 -� = SURMOUNTABLE CURB & GUTTER � Q 04.53 $ 5+27.07 5+27. +ooH.P• 0.76% 0.5 = B618 CURB & GUTTER / v 2+18.93 S, 1) 0 00 a �°' � 9 .52 1 = BITUMINOUS EDGE 2L� ss C ° 6 r 94.30 0 03 0.7`J�° 0-- = B612 TIP OUT CURB �� 0 J 96.87 4+98.98 C1 v' 94.56 4+00.0 8+06.14 a10 = PIED. RAMP (MNDOT 7036F) Q 01.24 2+77.47 �P �' STREET SIGN a = STREET LIGHT 00.32 _ - and_ . __ _ STOP SIGN (R1-`1) I 0 25 50 100 GRAPHIC SCALE IN FEET BENCH MARK NW QUAD OF LONGACRES DRIVE & GALPIN BLVD ALPHABET STREET TNH ELEV = 1023.96 . .n. .N. .rv. .M_: .0. .0. .�. 0. .m. .n. .0. ^. .� :M .N. r. .N. .r. 1* .N o. .�}. .0. .0 .Op. .co n. .14, 09 .N. r. .rol d'. .M. tn. .at .�. .T .0. .0- .r. . . . . .ro....M. .C14 .N. 04 ..-. .0. .00. .l" -Lo �. .M. to .p. .a; .r. c6 .0. .04 .r': r. .�O. .r 0. .tp. .�. -6 �. .4 4 .� .4. .r. .0. .4 .4 .M. 6. .�. .� .t0. .6. .Ui �. .6. .N. .4. .�{:. . .�. 1 .r-. :�. - 0 ::.0.: 0 .0. .0. .0.: 0. .0. .0. .0. .0. .0. .0. .0 0. .0. .0. .0 .0. .0. .0 .0. .0. .1m .0. .0. 0. .0. .0. .0. .0. .0. .0 .a) cr) 0. .0. .0. .0. .0. .0. 0. : . . . . . .. .0. .0. .0.: .0. .0....0. : 0. .0. .0. .0. .a) CD 0. 0. 0. 0. :: 1020 :..1020.::..:::::::::::::::::::::::::::::::::::::::::: :::::::.:....:.........:....................................................................................................................... ............................................... ...:.................... .................... .......... .......... 1015 . .. .... : :. :�.. .. .. ... ........................... .. .. .... ............................ ... ... .... ... .... :::::::::...::::::::::..::::...::::...:::...::::...::::::.::..:::::..::::.:..:::.:::::..::::..:.:::..::::...:::::..:::.::::::...:::.:::::.....:::......... . 1015 PVI STA:: ; 3+00:00 . - .00� :.:.. .... : :::: ::.. .:: PM ELEV: 1000.22 ... :. :: :.: ...'::. ..... K: 32.74: ......... ............. LVC: :90.00 .. :.::: ........ . 1010 .... ... ................. ...................................... ................. .. . ........................................ .................. 1010 ........................................I. .......... .............. ........................ o 0 ' ... PVI :STA:: 5+D0.00 : :.. P ?995:710 :......... . o 00 :: :::... PVI ELEV: 994.22 VI ELEV: :. 1 LO �i6.401 o \ , 00 q� K: 24.02 LVC: :90:00 :::: :: :::::::::: ... P LVC: 6100.00....... 1005 n .- .:: N : :.:: OW PT. STAG 5+27:0 HIGH :PT. ST.A: 6+9:9.57 1005 . O rn o � j �..... o_ w .........> \..... ...a �................. w .... o LOW PT ELEV. 994.4g .. o -HIGH PT ELEV: 995.5 o :::: :: + O + 0 .4-. ... o to ... ..... PVI sTA::1 +oo.00 w s :. + to m ........ . a PVI ELEV: 1011.71 a :: ::.: :::: :::::. PROPOSED o,.: ::: °� 0 rn rn 0 0 K: 24.01 ..... .... ::GRADE........ ...... r ...............a >a :. .. ..... > .. ..........> W..... W................. :::::::::.::::::::::::::::::::::::::::::::::::::::::::::::::::.........: :IL ...1.0. w W..................a ... .. ................................... ...._.......................... . 995Li .. .......:0.75% 995 ..................... .... .... ........... ..............................................::::::::..:..> ::............................................................................................ . .... 990 :.........::.:::::::::::.:::::::::::::::..::::::::::::::::: ::.:::::::::::.:::::::::::::::::::::::::::::::.:::::::::::::::::::::::::::::::.:............:...:: ::::::::.:::.......... ......................... ................�s. ................................................................................ ........... .. ....... ... .. .. EXISTING . lw w GROUND:: ::: ......... ........ 985 r985 w :::::::::.::::::.::::::...:::.:.:::..::::....:::..::::...::::..::::.::::::.:::::...:::...:.::............:...................:................ W o............................................................ ....................... ........... im . . } COM � : : : . :: : ::a :: Qo F J 0-1 InW ....... ::.::::::::. Qa L - ... ...::::::.......:.........: 98980 .........:............:.........:........: .... ....:.. 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 • 02-ENO-118100-SHEET-ROAD C1VILENOINEERS LANDPLANNERS LANDSURVEYORS LANDSCAPER CFR=S 1914 2422 Enterprise Drive (6ax:681-9488 Mendota Heights, MN 55120 Fax: re g.com g www.pioneereng.com © 2019 Pioneer Engineering, P.A. i i 5 FT. MIN. LENGTH STEEL POST 5 FL MIN. LENGTH STEEL POST SAMPLE EROSION CONTROL MAINTAIN A 16 r00! BUrtt;R AT 6 FT. MAX. SPACING AT 6 FT. MAX. SPACING _- EQTEXTILE FABRIC GETE%nLE FABRIC WIDE SEDIMENT TRAP PLAN FOR INDIVIDUAL LO75 " WATER EDCE OF AND DISTURBED SOL . PLASnC ZIP TIES ! 36 WIDE PLASTIC ZIP TIES 36. (60 LB. TENSILE) TENSILE) jABRiC ANCHORAGE . TYPE 2 HEAVY DUTY PERIMETER !! (50 LEE LOCATED IN TOP 8" TRENCH.BACKFRL TIRE COMPACTION ZONE LOCATED IN TOP 8" WITH TAMPED MANUFACTURED BY WIMCO,LLC.SHAKOPEE, MN., . . . . . . . . . . . . . . . . CONTROL REo. ADJACENT To NATURAL SOIL ESS BROS., CORCORAN, MN. OR EQUAL LOT t SURFACE waTER oa waTEriwA-__" su�ncE WATERS p FLOW W FLOW FLOW 6"MIN. ..r aew detail / 53oo LOT 2 ;x yr z� o[:7 LOT 3 fW i SPfCLr7CA;70NS AND STANDARDS DE'SISN LOADS /-OPTION 2 - J-HOW SILT FENCE ) sort FENCE TOGETHER AT PROPERTY LINE o� MACHINE SLICE B 8• - 12" DEPTH a r ASC M&N Or SiEEY 'O StHIKr CN 9TH EDGICH. H=OwANX AXLE ADOW,, LOAD w'A YdLT iENCC (f WnaN t - T PROPERTY OVER -LAP AT PR4FERTY UNE / AW3 2y'yiypM f �My_ sp,=�YEry ptt-94. SA" FACTOR N/A LEGEND SILT FENCE, MACHINE SLICED i 2 SILT FENCE, HEAVY DUTY / 29 CFR 192a - osnA <°rcry mrm HEALTH STANYJAS WAM Raw RATE r+vE rt FatER) crs c HEAn {i �G A� RARE MAxtMOM OVERn-Ow RAiE S9a CfS a i5" IIE'nD s" s' Tl,aso atandmr! a}mboia wAi I be fwad ie the drawing. 5 FT. MIN. LENGTH STEEL POST GEOTEXTILE FABRIC AT 6 FT. MAX. SPACING 36" WIDE 1"-2" CLEAN CRUSHED ROCK M 0 D E L# C G 2 3 ROOF OJT r4. - -«...+ SILT FENCE PERIMETER `2� ( ° STRAW MULM STAPLES a4 SURFACE WATER ( FABRIC ANCHORAGE TRENCH. @ACKFILL TAMPED NATURAL SOIL Tr� III \ '—.r f WATER GLOW 1 . J/J(-wiTH � ~ ) FLOW .f-• / w�- 4y y l� DEFL£COR PU47£ f'�---��"a.IRe a currER g - z fl - SILT FENCE TO BE PLACED (� C,r �" OW£RROW f - CENTER OF FXT£R ASSEMBLY MP OF CURB BOX OVER -LAP SILT FENCE �m 6' ON CONTOUR. SEE SLOPE/GRADE 'yFCTjT, 04ENZOW 2 - sTRGT:T ENTRANCE g AND LENGTH CRITERIA BELOW w MIN. 6"MIN.DEPTH FOR ROCK gyp, 0� 1D" fk7fR ASSEMBLY STORM SEWER INLET W1uC0 OR SDIILAR INLET PROTECTION DETAIL saoaA 10"MIN,DEPTH FOR WOODCHiPS 0000 ROC SEDIMENT CONTROL SILT FENCE, PREASSEMBLED i 2 VARA✓✓LE SLOPE ._- q/ C 4011PFRB Water resources staff must be contacted before any/oli dewater{ng activity ' Perimeter sediment controls ore necessary at downsloping property and street edges. Note that sediment controls need to provide containment by turning SLOPE GRADE MAX LENGTH\N�ppVM� fir - perimeter controls upslope-info property. LESS THAN 2% 100 FEET 2 - 5,% 75 FEET }g" MINIMUM CUT OFF BERM 20 .. ° Perimeter controls con include filer logs, mulch berms and/or silt fence. 5 -7090% 50 FEET r TO MINIMIZE RUNOFF FROM SITE ,' * See MNDot spec. 3897 & 2573. NOTES• 10 - 20 % 25 FEET GREATER THAN 20% 15 FEET (!J * Temporary stockpiles cannot be placed in drainage swoles, surface waters, or on public SILT FENCE PER MNDOT SPECS, SOURCE 2005 SEE SPECS. 2573 h 3886. FILTER FABRIC streets, and must have perimeter control LOCATION OF SILT FENCE tD To Protect Area From sheet now FOR SEDIMENT CONTROL CC-13 INCH -FLOW EROSION CONTROL 2 Maximum Contributing Area: T Acre HIGH -FLOW FABRIC * Topsoil -Site has a minimum of 4-6 inches of topsoil. * Construction entrance-1 to 2" clean gushed rock at a depth of 6 inches. SLOP * House Roof Perimeter -Straw mulch at 2 inches deep orwrid house directly below VARIABI-SIR ABLEE _ 1:6 D---^"`-- roof line. If house has rain gutters, downpouts need energy dissipation. SILT FENCE NEAR TOE OF NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK NOTES: Slopes -Steeper than 4: t with positive grade to surface waters of the state need SLOPE OUTSIDE. OF TO STOP MUD MIGRATION THROUGH ROCK. 1. CLEAN FILTER AFTER EACH RAIN EVENT AND REPLACE IF FILTER IS erosion control blankets and temporary or permanent seeding. ----- -- CONSTRUCTION LIMITS SEDIMENT, CLOGGED WITH SEDIMENT. See MNDot Spec. 38$5 & 2575. LOCATION OF SILT FENCE 2. REMOVE DEBRIS/SEDIMENT FROM RECEPTACLE AFTER EACH RAIN EVENT. * Swales-Need blankets over final 200'. FOR PEREMITER CONTROL * Swoles-Need check dams if slope is 4:1 or greoter. 4$�``��Y�iV�1� ROCK CONSTRUCTION CATCH BASIN 0 OF EROSION CONTROL FOR affOF SILT SEDIMENT TRAP 0 1 411�� = ENTRANCE � ��N INDIVIDUAL LOTS (TYPI mom FENCE REVISED 1-10 ENGINEERING DEPARTMENT PLATE NO.: 530' REVISED: ,-i0 ENGINEERING DEPARTMENT PATE Na.: 5302A, PE !S PLATE NO.: ry ENGINEERING DEPARTMENT 3-12 PLATE No.: FILE NnM::G:AENG\SPECS 53m FILE NAMLG \ENc\SPECS\53azA REVISED. ENGINEERING DEPARTMENT 5300 r i ssaz@ PLE NAME: G:AENG\SPECS\5300 !. ROCK WEEPERFOR EROSION CONTROL PLAN of INDIVIDUAL LOTS WITH SWALE DRAINAGE � 72 MNDOT TYPE 9 MULCH 6 (1h- WASHED ROCK) LOT 1 LOT 2 TOT 3 \ \ \ DRAINAGE SWALE WOODEN LATH SHALL BE NAILED 2" X 4" HORIZONTAL MEM\\ERS TOP AND SECURELY TO THE POST MEMBER � CONTINUOUS AROUND TOP AND >_t.5 TO SECURE FILTER FABRIC. BOTTOM, FASTENED TO EACH POST DIRECTION OF } I vARIEs EPENDWO USING 2-16Q COMMON NAILS ON FLOW cos�Inots SURFACE FLOW I LEGEND 2" X 4" X 3' LONG MONOFILAMENT GEOTEXTILE WOOD POSTS, 8 REO'D. FABRIC AS PER MNDOT TABLE 3886-1 (MACHINE SLICED). —� - TYPE IV GEOTEXTILE FABRIC ADDITIONAL 8-10" OF FABRIC ANCHORED IN 6" X 6" TRENCH c _ � F«�d w �,a �� IIDUSE 4 FLAP AT BOTTOM OF BOX WITH 6", 11 GAUGE METAL STAPLE DOWNSTREAM STAPLES AT 4' INTERVALS SIDE OF FABRIC AT 2' BBOODDEF saT rxE i INTERVALS PERRIMETER �\Ci�V .a»a. lMNDOT TYPE 9 MULCH Where the flow of water is xly5, sTRAv MULCH w. 1 WASHED ROCK ( ki" ) sheeting, place sod strips 5019550 vATER FLAW lv io perpendicular to the direction of rooter flow. --CURB & GUTTER E SHINGLING SOD II. BIO WEED ER STAPLE DOWNSTREAM STREET ENTRANCE 6-12" SIDE OF FABRIC AT 2' INTERVALS G \4 Q + - 0" FABRIC FLAP- BURY Q STORM SEWER INLET SEDIMENT CONTROL SWMCO TORM OR SIMILAR INLET PROTECTION DETAIL 5302A "` UN UNDER ROCK TOHINGPREVENT P * Water resources staff must be contacted before any/all dewatering activity a. 2I.5 1 NALO DEPENDING * Perimeter sediment controls are necessary at downsloping property and street _ 11 �---- F DIRECTION oN Low CONDITIONS edges. Note that sediment controls need to provide containment by turning ' 2" WASHED ROCK �' SURFACE FLLOO W..__ ° � perimeter controls upslope-into property. 1' DEEP X 2' WIDE * Perimeter controls can include filler logs, mulch berms and/or silt fence. e See MNDot Spec. 3897 & 2573. * Temporary stockpiles cannot be placed in drainage Swales, surface waters, or on public streets, and must have perimeter control. Where the flow of water is EROSION CONTROL NOTES: TYPE IV GEOTEXTILE FABRIC concentrated, place sod slips * Construction entrance-1 to 2" clean crushed rock at a depth of 6 inches. CONTRACTOR SHALL CONSTRUCT SILT BOX TO FIT MNDOT TYPE 9 MULCH ANCHORED IN 6" X 6" TRENCH (1 WASHED ROCK) parallel to the direction of water flaw. * House Roof Perimeter -Straw mulch at 2 inches deep around house directly below AROUND THE INLET STRUCTURE WITH 6" MINIMUM WITH 6", 11 GAUGE METAL OVERLAPPING SOD the roof line, if house has rain gutters, downspouts need energy dissipation. CLEARANCE TO EDGES OF STRUCTURE. SILT BOX STAPLES AT 4' INTERVALS NOTE: * Slopes -Steeper than 4:1 with positive grade to the waters of the state need TO BE PLACED ON AN EVEN SURFACE 6" BELOW 6" TO 8" DIAM. WATTLE WITH 36" LONG Although pegging on sod is not specifically required it is understood that the erasion control blankets and temporary or permanent seeding. STRUCTURE OPENING. TOP OF SILT BOX TO 'NOTE' POSTS DRIVEN 24" INTO GROUND AT 30 contractor will be responsible for the successful establishment of the sod including * See MNDot Spec. 3885 & 2575. EXTEND 18" MINIMUM ABOVE EXISTING GRADE. DEGREE ANGLE ALONGSIDE THE WATTLE IN FEET X 100) repair or replacement of sod which becomes displaced or damaged due to lock of * Swales-Need blankets over the final 200'. SPACING=(HEIGHT 4' O.C. ALONG ENTIRE WATTLE LENGTH SLOPE GRADIENT protection or proper care. p p p e Swates-Need check dams if slope is 4:1 or greater. V am= SILT BOX SEDIMENT TRAP afffir ur �� SOD PLACEMENT y►n (f1D U EROSION CONTROL FOR INDIVIDUAL LOT WITH �ur WEEPER DITCH CHECK/ affimSWALE DRAINAGE CIMM DITCH CHECK WITH WATTLE REVISED: 1-10 ENGINEERING DEPARTMENT PLATE NO.: 5302G REVISED: 1-10 ENGINEERING DEPARTMENT PLATE NO,: 5303 REVISED: 2-13 ENGINEERING DEPARTMENT PLATE NO.: 53O2D FlLE NAME: O.\ENG\SPECS\5302A REVISED: z-10 ENGINEERING DEPARTMENT PLATE NO.: 53O2H FILE NAME: G:\ENG\SPECS\5303 FrLE NAME:G:\ENG\SPECS 53D20 FlLE NAME: G:\ENG\SPECS\53O2H PIONEERenenemeing 02-ENG-118100-SHEET-DYES CIVILENGINE©t3 LANDPLANNERS LANDSURVEYORS LANDSCAPE ARCHITECTS Revisions LENNAR I hereby certify that this plan was prepared by Date 10-18-19 (651) 681-1914 Name a,.( THE PARK 2ND ADDITION 2422 Enterprise Drive me or under my direct supervision and that. Pale DETAILS 1 36TH NORTH 4. ]_ OF 2g Fax: 681-9488 Designed PJCBNM NNE atn a duly Licensed Professional Engineer Mendota Heights, MN 55120 PLYM M]N SOTA 55446 CHANHASSEN, MINNESOTA g www.pioneereng.com State Reg. No. 19860 Date 10-18-201 y Drawn MSN/MPCOLI`I H, IN under the laws of the of Minnesota © 2019 Pioneer Engineering, P.A. NOTES: 1. Shape of bock of buttress may vary as long as poured against firm undisturbed earth. 2. Dimension C1,C2,C3 should be large enough to make angle 0 equal to or larger than 45% 3. Dimension A1,A2,A3 should be as large as possible without interfering with MJ bolts. 4, 4 = 45' Minimum. 5. Place polyethyene between concrete & pipe. 6. All bends & fittings shall be restrained with Megalugs thrust restraints or equal e, - See no PLAN 90' BENDS BUTTRESS DIMENSIONS PIPE 22 1/2' BEND 45 BEND 90*_BENO/TEE SIZE B7 I DI _ B2 D2 B3 D 6" V-5" 1'-5" V-5" V-5" 2`-1" 7'-6" 8" 1'-5" V-5" 2'-1" V-6" 2'-8" 2'-0" 12" V-10" V-10" 3'-4" 2'-0" 4'-9" 2'-6" 16" 3'-0" 2'-0" 3'-1D" 3'-0" 6'-2"I 3'-6" 20" 3'-6" 2'-8" 5'-6' 3'-4" 8'-4" 4.-0" 24" 4'-4" 3'-0" 6' -to" 3'-70 9'-8" 5'-0" 30" - - 9'-3" 6'-O" 77"-0 6'-0" VoNabie SECTION A -A a - - ' PLAN 45' BENDS 8 - See PLAN 22 1/2' BENDS Cfff V CONCRETE THRUST MGM BLOCKING REVISED: 2-08 PLATE NO.: ENGIN FI'iNG DEPARTMENT 11C'OZ. FILE NAME: G \ENG\SPECS\l002 CURB STOP ONLY AT SIDEWALK LOCATION STREET q VARIABLE iA U EN I rinru,♦I v 1 , 1 PISNEERengineeting v o m � 1" Corporation stop c n w. rn Thrust blocking may be a Mega lug cop or plug W/Blue Core bolts. Tie back to the previous joint is required. After meeting the test requirements the air bleed line (if installed) shall be disconnected at the plug with no additional compensation. Note: A water service tap or nearby hydrant may be used to bleed air out of the line, if approved by the engineer. My Of AIR maw DETAIL DETAIL REVISED: 11-16 PLATE NO.: ENGINEERING DEPARTMENT FILE NAME:: C_ZENGjSPECS 7003 Tyler No. 6860 WATER Mueller No. H-10361 Bibby -Ste -Croix No. B-5160 R'') aP LID Grade Tyler No. 6860 26" palMueller No. H-10361 26" Bibby -Ste -Croix No. VB502 27" TOP Tyler No. 58 14" F_=g No. 59 la No. 60 24" Mueller No. 58 14" No. 59 20" Bibby -Ste -Croix V8520 No. 57 9" VB521 No. 58 14" EXTENSION V8522 No. 59 20" V8523 No. 60 26" Tyler No. 6860 65" Mueller No. H-10361 65" 0 Bibby -Ste -Croix No. VS516 60" Valve and Box to be 60TT4iL s plastic wrapped per section 2.03a 7.5' Minimum cover required over top of water main. -Provide Valve Stem Risers To Within 4" Of The Surface If The Distance From The Top Nut Of The Valve To The Surface Is Greater Than 8'. Adjust top to 3/4" below grade. Box to be set to provide 12" of adjustment. Tyief No, 6860 Mueller No. H-10357 Bibby -Ste -Croix B-5001 Gate valve box, screw type, 3 piece, 5 1/4" shaft, size G box, 7'-6 extended, #6 round base - Gate Valve Adapter: 1/4" Steel With Protective Coating, 1/2" Rubber Gasket Installed Between The Gate Valve And Gate Valve Adapter. Clow, Mueller or Approved Equal Resiliont Wedge Valve L Conforming to AWWA C-509 Standards With Stainless Steel Nuts & Bolts and 2" Bronze Operating Nut. 8"x8"xi6" Concrete Block TYPICAL GATE VALVE AND BOX INSTALLATION PLATE NO.: ENGINEERING DEPARTMENT 1006 HYDRANTS SHALL BE CLOW MEDALLION (SHOWN) OR MUELLER SUPER CENTURION ALL HYDRANTS MUST BE PRE -APPROVED BY THE CITY INSTALL MAGNETIZED TRACER BOX (SNAKE PIT) AND TRACER WIRING AS NEEDED PER DETAILS 550015501,5502 HYDRANT SHOE AND BARREL SHALL BE PLASTIC WRAPPED PER SECTION 2.03a, CITY WILL FURNISH ANODE BAG,STRAP AND STAINLESS STEEL BAND TO RE INSTALLED BY CONTRACTOR WITHOUT ADDITIONAL COMPENSATION, - THE HYDRANT MARKER SHALL BE A SPRING MOUNTED STAINLESS STEEL OR ALUMINUM ROD 5' IN OVERALL LENGTH, FOR SIDE MOUNT APPLICATION, USING RED & WHITE REFLECTIVE TAPE WRAPPING. EXISTING OR FUTURE --- CURB OR GUTTER L INE HYDRANT VALVE BOX 24`MIN, 2.OR 3' 2' z AS REQUIRED CANODE BAG y 7� TYPICAL Z-i CUBIC YARD OF GATE VALVE ` TEE 1 1/2" CLEAR ROCK WITH ADAPTER AND 2 LAYERS OF 8`x8"xt6" SOLID CONCRETE BLOCK POLYETHYLENE (4 MIL) NOTES: 1. ALL HYDRANTS SHALL HAVE WEEP HOLES. 2. HYDRANT BURY DEPTH SHALL BE AS PER MANUFACTURES RECOMMENDATION WITH A MINIMUM OF 7.5' COVER OVER HYDRANT LEAD. 3. ALL PAINTED SURFACES SHALL BE SUBJECT TO TWO YEAR WARRANTY PERIOD AS NOTED IN SECTION 2.09 OF THE WATERMAIN SPECIFICATIONS. 4, HYDRANT INSTALLATION SHALL INCLUDE A HYDRANT MARKER. 5. ALL JOINTS SHALL BE RESTRAINED NA MEGA -LUGS MECHANICAL JOINT RESTRAINT. 6. ALL HYDRANT TO BE PLUMB TO VERTICAL AXIS, MAXIMUM ALLOWABLE TO BE 1/2" PER FOOT OF HYDRANT. 7. HYDRANT TO BE SECURELY COVERED WITH PLASTIC WRAP OR BAG TO INDICATE THAT IT IS OUT OF SERVICE. affOF TYPICAL M HYDRANT INSTALLATION REVISED: 11 -16 ENGINEERING DEPARTMENT PLATE NO.: 1004 FILE NAME: G: ENG SPECS 1G04 HYDRANT LEADS 1.NO TES, TO BE USED AT ALL MECHANICAL JOINTS. 2 PLACE CONCRETE BLOCK UNDER ALL GATE VALVES AND HYDRANTS. 3. THRUST BLOCKING AT ALL TEES, BENDS, AND HYDRANTS. 4, ALL FITTINGS, NUTS, AND BOLTS SHALL BE BLUE CORE OR STAINLESS STEEL SLEEVES 5. BLOCKING SHALL BE AGAINST UNDISTURBED SOILS. rnrppOF ��111111�� TYPICAL MEGALUG LOCATION LOCON REVISED:2-16 ENGINEERING DEPARTMENT PLATE NO: 1009 FILE NAME: G:\ENG\SPECS\t OC9 *NOTE: Polyethylene pressure pipe and fittings shall be manufactured with compounds conforming to ASTM D3350 and shall conform to ASTM D3035 and AWWA C-901 per CEAM specifications. Street PL D&U Variable Easement 6' Metal fence post Variable denoting curb box, top 6" painted blue. -� Curb box with 1 1/4" standpipe and stationary rod z Water Service PE* 1" 1-1"Xt" Corporation Cock Concrete brick support min. size 3" thick & 32 Sq, In. Water Main NOTES: 1. Do not plug end of curb stop. 2. Add 6" crimped pigtail to curb stop. 3. The eeppePm service line between the main and curb box shall be one continous piece of piping, splices will not be permitted 4. Corporation cock to be of the quick compression type as stated in section 2.11 of the watermain specifications 5. All tops require use of stainless steel saddles on all mains. 6. Saddles shall be Smith Blair 371-372 or approved equal as per section 2.14 of the watermain specifications. fur TYPICAL WATER SERVICE REVISED: 10-16 PLATE NO.: ENGINEERING DEPARTMENT ' OOJ FILE NAME:G: ENG SPECS\'00, MINIMUM FEET OF RESTRAINED PIPE REQUIRED ON EACH SIDE OF BEND FOR DUCTILE IRON PIPE INCREASE MINIMUM LENGTHS BY THE FOLLOWING AMOUNTS IF PIPE IS WRAPPED IN POLYETHYLENE. 50% INCREASE ON ALL DEAD ENDS. 20% INCREASE ON ALL BENDS. 7.0' COVER 7.5' COVER 8.0' COVER PIPE SIZE 22.5 45 90 " DEAD END 22.5" 45 90 DEAD END 22.5 45 90 DEAD END 4" 2 3 8 18 2 3 8 18 1 3 8 17 6" 2 5 12 26 2 5 11 25 2 4 11 25 8" 3 6 15 34 3 6 15 33 3 6 14 32 12" 4 9 22 50 4 9 21 48 4 8 20 46 16" 6 12 29 65 1 5 11 27 63 5 11 26 61 20" 7 15 35 80 7 14 34 77 6 13 32 75 24" 8 17 41 95 8 16 40 92 8 16 38 89 30" 10 21 50 117 10 20 48 113 9 19 46 109 36" 12 24 59 138 11 23 57 133 11 22 54 129 42" 13 28 67 159 13 27 65 153 12 26 62 148 48" 15 31 75 179 14 30 72 173 14 29 69 11671 THE TABLE WAS DEVELOPED FROM CRITERIA IDENTIFIED IN THE 1992 EDITION OF "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE", AS PUBLISHED BY THE DUCTILE IRON PIPE RESEARCH ASSOCIATION (DIPRA). THE TABLE ASSUMES COH-GRAN SOIL AND TYPE LAYING CONDITIONS. REFER TO DIPRA FOR MINIMUM LENGTHS IF DIFFERENT SOIL OR LATING CONDITIONS ARE ENCOUNTERED. RESTRAINED PIPE REQUIREMENT FOR DIP REVISED: 2-08 ENGINEERING DEPARTMENT PLATE NO.: 1 O11 FILE NAME: G: ENG SPECS 1011 02-E-NG,-118100-SHEET-DTIS CIVILENGINEERS LANDPLANNERS LANDSURVEYORS LANDSCAPE ARCHITECTS 24221 nterprise Drive (651) 681-1914 681-9488 Mendota Heights, MN 55120 Fax: g www.pioneereng.comeng.com © 2019 Pioneer Engineering, P.A. WATERMAIN OFFSET GRADE 4e INSULATION 18' MIN SEWER 45° BEND� 4t 45° BEND RESTRAIN WITH "MEGA -LUG" JOINT RESTRAINTS OR ACCEPTED EQUAL CL VARIABLE F.- a METAL TEE POSTS INSTALLED FROM INVERT TO 3' ABOVE FINISH GRADE TOP 6" PAINTED GREEN. OVERLAP ON TEE POSTS- z WYE PLUGGED END- 45 DEGREE BEND 01 6" PVC SDR-26 PIPE MIN. SLOPE 1/4" PER FOOT ED SERVICE MARKI �1/2 PIPE DIAMETER MIN. (SEE NOTE #2 SANITARY SEWER GRAVITY MAIN NOTES: 1. SOLVENT WELD ALL JOINTS. (NON GASKETED) 2. WHEN SANITARY SEWER SERVICE IS NOT ACCOMPANIED BY A WATER SERVICE IN THE SAME TRENCH, INSTALL A HEAVY METAL TEE POSTS FROM INVERT TO 3' ABOVE FINISHED GRADE AND PAINT TOP 6" OF POST FLORESCENT GREEN PAINT. 3. CLEANOUT REQUIRED ON PRIVATE PROPERTY IF DISTANCE FROM MAIN TO HOUSE EXCEEDS 90 FEET. 4. ALL PIPE SHALL BE BEDDED ON GRANULAR BEDDING (3149.2-F) OR COURSE FILTER AGGREGATE (3149.2-H). Jeff Q�TYPICAL SANITARY SEWER SERVICE mi (LESS THAN 16' DEEP) REAScD.`0 is ENGINEERING DEPARTMENT PLATE ND.. 2001 RLE NAME: G:\ENG\SPECS\2001 PISNEERengineering N Not to Scale % Curostop (TYP)--^' Trace wire an north side of Wdtermain piping �I_ Waterman {TYP} Watermain water service (TYP) Above ground access box secured to hydrant Range (see hydrant datoil) Hydrant IT 'trace wire on east side of watermain piping 4-Wvy connector & Two-3 way connect ,b with short jumper wire I I Multi -line lateral lug connector (TYP) -- Grade level in -ground trade wire access box dad drive-in magnesium f--� grounding anode (see rater eerWce deter) 12 AWG copper dodsteei-blue (TYP) NOTES: i, wires shown away from pipe for clarity. wire shall be installed on the bottom side of the pipe below the springfine. The wire shall be fastened to the pipe with tape a Drive-in magesium grounding anode (TYP) piastic ties at 5' intervals. 2. The connections most be made with the gauge appropriate Copperhead Snakebite Locking Connectors or approved equal. TRACE WIRE PLAN WATER) noFTa s a ffffof MAIN LINE TRACER WIRE CRUM DETAIL REJI>i:;),1-17 ENGINEERING DEPARTMENT PLATE No.: FILE NAME: G: ENG SPECS 5503 5J0 CL VARIES PL 9 Metal Tee pasts installed from invert to 3' above finish grade top 6" painted green. to 1 -L - a c m c I --Bend as Needed Plug o `w (X1,Y1,Z1) (X2,Y2,Z2) V1 0 Xa,Yo.oZ Min. Slope = 1/4"/Ft. (j Limits of Excavation Service Marker 6" PVC SDR-26 wye & service line. (see note #6 below) Tamped Fill Tee or Wye and 45° bend 1 C.Y. Concrete Encasement Sanitary Sewer NOTES: 1. Solvent Weld oil Joints. (Non Gosketed) 2. When Sanitary Sewer Service is not Accompanied by a Water Service in the Some Trench, Install a 6' Heavy Metal Fence Post Next to 2 x 2 Marker and Paint Top 6" of Post Florescent Green. 3. The Use of Bends Shall be Restricted to the Two Shawn on This Detail. 4. Cleanouts are Required on Private Property if Distance from Main to House Exceeds 90 Feet. 5. (Xx,Yy,Zz)Coordinates of service line at any & all bends at ROW (in Carver County Coordinates). 6. When depth is greater than 26' C-900 pipe shall be used for sanitary sewer mpainines and risers. �lVr SANITARY SERVICE RISE (GREATER THAN 16' DEEP) .2-16 1ENGINEERING DEPARTMENT PLATE NO.. 2002 ME: G: ENGXSPECS 2002 tit 12 AWG Copper ardated-bive tracer wlre(TYP) Waterman Drive -A, rode m r--Mainlinm to gra+ndong erode ; a ------------------------------ I.V Mae 17 SerNca endue Water seruke Curbstap- 5.0' Max. I Tape a pia.tk be (tqp) 1 1 T Water Service -Plan view Not to scn� Curbatop 12 AWG Capper oodateN-blue truce, wk. (TYP) Notes- 1,wring brawn oway from the piping rot dainty. Woes shun be entailed Im'tefie uy ad arent to the 1w1fc. pip.. The wires ll be fewlaned to the piping with Fastic wka oeonrves with ties or wore, proof tops at 5.0' tnte,ecgta water s"re and except when near Rttmga then the tionnsats to .,An mo,imwn spacing a I.T. line caking. I. 2.teove 2' roil of extra red and Moe wring Plan vkw ebexs)- in oacexi box. Red wire is from grounding anode and bW. wire is the trace wire r. the eervoo Pii a that oxnecls to the main the wiring. 3.Do not attach tykes to eurbstop to untie for atlprtmenta to be made without Jana ' bee Riot of way line /-Cade .e` n-ground t .e t e ortn e 6eu tainted the north or east side of the avatar eervicm. I 1 nnished grade Bede level in -ground trot. wve me tsa box 'mpoted on the north east aide of the diet serdce. 12 AING Cwer c.a atoll -rod. rrctory Connectod to the 9monding mlode rod. Dries -in Magnesium wroudmg anode rod g^g r 4. The connections must be muds wrtn the gauge Water Service -Section VIQW apaWNate Copp.rh.od Snokebit. Locking Not to scale Canneckora or opgrowd .gaol. AF WATER SERVICE TRACER WIRE DETAIL REVISED. I - 17 ENGINEERING DEPARTMENT PLATE No.: 5504 FILE NAME: `... =' ;'•.SPECS 5504 Add mastic between frame and rings - she 4'-D" / SECTION VIEW Minimum thickness of precost bole is E" for 74' deep or less, and increases 1" 1n thickness for every 4' of depth greater than 14`. Manhole casting, lid and adjusting rings (see piotes 2110 & 2111) Provide i&I barrier on all sanitary sower manhote(see, plate 2109) 8" Concrete collar -Ail 'pints in manhole to hove "o"ring rubber gaskets and infi-shield external seals at barrel and cone section pints on sanitary applications or approved equal. A maximum of 2 short manhole risers to be usod directly below care section Pipe shall be cut out flush with Inside fade of wall. •Kor-n-seal required Precast inverts must be I/2 of pipe diameter and benches sloped 2" toward the invert NOTE: 1. Ka-n-seat manhole or equal considered acceptable alternate. 2. All dog houses shall be grouted a1 inside and rutsidd. 3. When the manhole structure is constructed outside the traveled roadway a witness Fast and sign (MH) shall be installed next to the manhole. 4. Minimum of 2-2' adjusting rings. maximum of 3 adjusting rings or a total of 8" of stack height for new construction. affQF STANDARD SANITARY MANHOLE LASED: r-I6 ENGINEERING DEPARTMENTPLAT- NO.: 2101 FILE NAME: G: ENG SPECS 2101 SIRE EXTENDED MOW GROUND TO A y PERMANENTLY MOUNTED TRACER ME f Not to Seats } SOX (SEE DEFAL) I } 1 I t 24` NiN. 1.0' MAX. i -12 d.AOSTEEL-GLUE TRACER ME.---""�� Vu I 5.G' MAX. `fj 1 TAPE OR PLASTIC TtE TO wwNc ( TP) PVC OR HOPE WA', AIN HYDRANT'PLAN NEW =0' MAX. NOTES: TRACENORTH R E SHALL K INSTALLED LE D T r NORM OR EAST SIDE OF HYDRANT LEAD THEN IN9QE Or VALVE BOXES PER NAIL W-4, 14-AWG COPPER CLAD STEEEL-RED FACTORY HYDRANT SUMOI NEW CONNECTED TO ANODE GROUND Ran. PARE CONTINUES ALL OTHER TRACER RT4 K1212-AMUNDER HYDRANF CLAD-SFEEL-SLUE TRACER wRRE. LEAD AND TRACER HIRES TO K RED TO PIPING WITH DRNE-IN MAGNE&M COINECTS TO PLASTIC 2W TIES OR TAPE SUITABLE FOR GROUNDNG ROD MAINLINE HIRING. ERGROINO USE AT 5' MAXIMUM ANODE INTERVALS UNLESS NEAR FITTINGS THEN SPACING 15 I' MAXIMUb. THE CORRECTIONS MUST M MADE WTH THE GAUGE APPROPRIATE COPPERHEAD SNAKEnITE. ;A^kfNG CONNECTORS OR APPROVED EQUAI.. �� HYDRANT TRACER WIRE DETAIL REVISED: 1-17 PLATE NO.: ENGINEERING DEPARTMENT 5505 FILE NAME: G:\ENG\SPECS\5505 ONE EXTRA BAR IN BOTTOM --- A ( A T 27°' r I�� I F--1 TWO EXTRA BAR IN BOTTOM PLAN OF COVER COVER DIA. a � 27 MANHOLE DIA. z SECTION A -A --___ COVER RE ---..........._ UIRMENTS MANHOLE DIAMETER COVER DIAMETER WEIGHT OF SECTION T K BOTTOM BARS TOP BARS 48 54" 6 1140 LBS. 2000 LBS. 6 8°' 6" 6 NO. 50 6 N0. 5@ 6' 60" 6679" 72" 2525 LB& 3105 LBS. 8' 8 7 7 N0. 5@ 4 N0. 56 4 IIJO. 30 6' tJCl. 3� fi 72 86 3740 LBS. 8 8 N0. 5@ 4 N0. 3@ 6 78 9 4403 LBS. 8" 8 N0, 5@ 4 N0. 30 4 84" U�""_ 571C LBS. 8" 9" NO. 50 4 NO. 30 4 90" 1 106 15840 LB5. 8 9 I NO. 5@ 4 NO, 304 96 102" 11 " 1 8680 LBS. ...7450 _LBS. 8 8'.- 9 9 NO, 5@ 4 N0. 5@_44 NO, 3@ 4 NQ., 3,P u" Comm SLAB �' SLAB se REVISED: 1-10 ENGINEERING DEPARTMENT PLATE No.. 2108 FILE NAME: G: ENG SP£CS'i108 02-ENG-118100-SHEET-DTLS 1 CIVE.ENOINEERS LANDPLANNERS LANDSnRVEYORS LANDSCAPEARCHITBCfS 2422 Enterprise Drive (651)681-1914 Heights, MN 55120 Fax: r 81-9488 Mendota Heieng.com � www.pioneereng.com © 2019 Pioneer Engineering, P.A. "1/1 BARRIER" INNER MANHOLE RING SEAL 6" CONCRETE it MANHOLE CASTING & LID AS PER DETAIL PLATES (2110 & 2111) HOPE, EPP OR PRECAST CONCRETE ADJUSTING RI PRECAST MANHOLE--, MASTIC SEAL AND STRUCTURE OR CONE SECTION /J/ e MASTIC SEAL BETWEEN I&I 48" INFI-SHIELD EXTERNAL SEALS AT BARREL AND CONE SECTION JOINTS ON SANITARY APPLICATIONS OR APPROVED EQUAL AS REQUIRED BY THE ENGINEER. NOTES• 1, TRIM TOP OF SEAL TO 1" ABOVE TOP OF RINGS. CASTING SHOULD N2I REST ON SEAL. 2. PLACE "MASTIC" ON TOP OF CONE SECTION AND BENEATH SEAL. 3. NOT TO BE USED WHEN THERE ARE NO RINGS OR MORE THAN 18" OF ADJUSTMENT RINGS. arioF I & I BARRIER REVISED:10-16 PLATE NO.: ENGINEERING DEPARTMENT 2109 FILE NAME: G:\EN0\SPECS 2104 I Natur,,. .,. _...._ The bottom of the trench shall be shaped to fit the pipe barrel for at least 50% of the outside diameter NOTES: 1. When existing soil conditions ore not acceptable for backfill and/or compaction in the pipe zone, pipe bedding and backfill shall be used as shown on detail plate 2201. 2 Trench slopes shall conform to current OSHA rules and regulations for excavations and trenches. PIPE BEDDING IN GOOD SOILS Aso RCP & DIP REVISED:11-16 ENGINEERING DEPARTMENT PATE No.: 2202 FILE NAME: G: ENG SPECS 202 PI9NEERengineei ing 25"-.5" I&I BARRIER REQUIRED ON SANITARY STRUCTURES ON SEE DETAIL 2109 „�2" BIT. WEAR --2" BIT BASE IIN. 2-2"ADJ. RINGS IAX. 3 ADJ. RINGS 6" THICK CONCRETE COLLAR NOTE: 2-PIECE COVER RISER RINGS ARE NOT ALLOWED. BIT, WEAR COURSE ADJ. DETAIL MANHOLE CASTING & LID AS BE PER DETAIL 2111. MANUFACTURES SEALANT -� I BETWEEN FRAME AND RINGS I&I BARRIER REQUIRED ON 27,E SANITARY STRUCTURES ONLY SEE DETAIL 2109 VARIES �.-- BITUMINOUS BASE OR BINDER HOPE, EPP OR PRECAST CONCRETE ADJUSTING RINGS 6" THICK CONCRETE COLLAR BIT. BASE OR BINDER COURSE ADJ. DETAIL NOTES: 1. PRECAST CONCRETE ADJUSTING RINGS SHALL BE BEDDED WITH 1/4" TO 1/2" MORTAR. 2. HOPE AND EPP ADJUSTING RINGS SHALL BE INSTALLED WITH MANUFACTURES SEALANT OR APPROVED EQUAL. 3. ALL ADJUSTS SHALL INCLUDE NEW RINGS FROM CASTING TO CONE. 4. WOOD SHIMS NOT PERMITTED TO BE USED IN ADJUSTING RINGS. cog MANHOLE CASTING AND ADJUSTING DETAIL REVISED:10-16 ENGINEERING DEPARTMENT PLATE NO.. FILE NAME:G: NG SPECS 2110 ^ 2110 Compacted Native Fill Material, Compacted to 95% of the Standard' ��Density Varies Use MNDOT 3149.9 Granular Borrow 12 Embedment c Material MNDOT 3149.28 6"4. I Foundation Material MNDOT 3149.2H If Re wired see dote 1 "Bc" Denotes Outside H Diameter of Pipe 2' 2' Outside Pipe Diameter ® Compacted nbtive fill material/95% proctor ElMNDOT 3149.28 ® MNDOT 3149.2H NOTES: 1. A soils Engineer will be required to determine the depth of the pipe foundation embedment material if needed. Pipe foundation material sholl be in accordance with MNDOT 3149.2H course filter aggregate. 2. P.V.C. bedding shall be MNDOT 3149.2E select granular borrow with 100% passing a 3/4" sieve, and less than 10% passing a NO. 200 sieve. 3. Trench slopes shall conform to current OSHA rules and regulations for excavations and trenches. 410F PIPE BEDDING mmm FOR P.V.C. PIPE REV6ED:11-16 ENGINEERING DEPARTMENT PLATE NO.: 2203 FILE NAMED\ENG\SPECS\2203 2" LETTERS RAISED FLUSH T-SEAL/CONCEALED PKXHOLE DETAIL GASKEIED LIDS USED FOR SANITARY AND WATER MANHOLES PICXHOLE PER NF 1015 5/16' 1 1/2" LETTERS RAISED FLUSH FONT "BIRCH' COMPONENT NUMBERS, CUSTOM LOGO A11 FRAMES ARE RAISED FLUSH 1642 ClU1NHASSEN LOGO LID NUMBERS- ` CONCEALED 5631 - SANITARY MANHOLES PICKHOLE 5634 - STORM MANHOLES 5640 - WATER MANHOLES PER NF 1015 � • s4 I. BOLTS NOT REWIRED UNLESS CALLED OUT IN CONDITIONS. SPECIAL 2 DIMENSIONS ARE IN ENUISH MEASUREMENTS 3. CASTINGS MEET HS-25 REOU REMENTS -j 1 3/B" ti2 114• 4. MANUFACTURED IN USA 5. QUALIFIES FOR LEED CREDITS LL 1• MAT): LID -CAST GRAY IRON, A-48 358 2" LETTERS T- 7. N, A 49 C SS 7. FRAME -CAST GRAY IRON, ASTM-A-49 CUSS AOA RAISED FLUSH CONCEALED PICKHOLE DETAIL 8. FINNISH-BARE METAL NO PAINT OR COATINGS 9. WEIGHTS: FRAME 126 Les / LID 122 LBS �pp MANHOLE CASTINGS ��QQCI110F MMD E AND LIDS DETAIL REVISED: 3-16 ENGINEERING DEPARTMENT PLATE NO.: 2111 FILE NAME: G: ENG SPECS 2111 MINIMUM 6" OF COMPACTED SAI SHOWN AS TYPICAL ONE PIPE LENGTH PROPOSED SEWER 8" MIN. SEPARATION " DIRECT BURY TYROFOAM 4SULATION MINIMUM IR AS DIRECTED BY HE ENGINEER. Notes: 1. INSULATION DETAILS SITE SPECIFIC, SEE ENGINEER FOR APPROVAL BEFORE CONSTRUCTION 2. INSULATION AND COMPACTED SAND SHALL EXTEND 12" PAST OUTSIDE OF PIPE. 3. INSULATION SHALL OVERLAP AT JOINTS BY A MINIMUM OF 12". Uff AID I INSULATED PIPE CROSSING REVISED: 3-16 PLATE NO.: ENGINEERING DEPARTMENT 2204 FlLE NAME: G: ENG SPECS 2204 Natural Varies 3149.2E49.2E The bottom of the trench shall be shaped to fit the pipe barrel for at least 50% of the outside diameter ® Compacted native fill materials MNDOT 3149.28 ® MNDOT 3149.2H NOTES: 1. When existing soil conditions are not acceptable for bockfill and/or compaction in the pipe zone, pipe bedding and backfill shall be used as shown above. 2. A soils engineer will be required to determine the depth of the pipe foundation embedment material if needed. Pipe foundation material shall be accordance with MNDOT 3149.2H course filter aggregate. 3. Trench slopes shall conform to current OSHA rules and regulations for excavations and trenches. dt out OF PIPE BEDDING CBEN IN POOR SOILS REVISED: 19 -16 PLATE NO.: ENGINEERING DEPARTMENT2201 N �12 AWY7 Copper aedetaat-groen tracer w�wiT»; MaNtns to J laterd lug / connector DrNo in Magfeeium 9raunaina ands rod x Wye Sever Tape or plestk tW (typ) Aot �o S firer gee ce-Plonvlew a"e-le "- 12 AYNG aoMr av Mori gr.M trier eite (TYP) Right of way roe on the for or .aet eMv of the enwor emvic.. 12 Avg Copper dw MrN- toatory oon.ted to the W.,11 q rmde read Notes: ( } f.WMng whom hm tM DIDI^9 far 1 aho11 ola64ty. Wmee N De butte !S f ft to the or We ppe. oif 1 Th. a vo a to Oho el*ea ak6D bo f'"Aw to tho . of with t. or wehe woof late of We coafFwea wIM 1 t Orrve-h AW,,odt as arnica and ? f groundin4 anoCe tot except when nws Ndtingo tot cornetts to mo5. 0 { rod t&01he . If9n thH M9WnbM Bpatlng i9 1.0. r 11110 Y'Vb1.}. tPea y 2L. 2' aoe of ettro red and INue plan New mow} t wiNn9 in acceae boa. Red wbe h from 4 gouM'vp anode or'd Noe wk. re th, imp ire he the mvVc. pip. Mot aomwats W tM mws line W,4 3Go .o ottaoh *Q,. to r /dsmwt W dlow for WMstmenta to be moo effhwt damaging wt.s. aonnrtune Mh.t be made wf the Sanitary Service -Section Viaw 9ARte �w�ryw�r. Not to scote Lecwurq�C xtaa ar cppry MOP SANITARY SEWER SERVICE LINE TRACER WIRE DETAIL REMSED:9-19 ENGINEERING DEPARTMENT PLATE NO.: rJJO% FILE NAME:G: ENG SPE 5 5507 I 02-ENG-11 g t 00-SHEET-DTLS CIVD.ENOINEERS L.ANDPLANNERS LANDSURVEYORS LANDSCAPEARCHrfE= 2422 Enterprise Drive (651) 681-1914 Heights, MN 55120 Foe: reng.c 88 Mendota Hei g www.pioneeeng.com © 2019 Pioneer Engineering, P.A. N Finished grade 3'-0" ! •, • , • "' •' tracer Not Stole Bring tracer wire into Manhole Costing, Lid and Adjusting Rings (See Plates 21 0 & 2111) NOTE, t- V Grate {Shown) 2- VB Grote shall be , 24'"x36" slab opening for Neenoh p g I - -„ " ''�- R3061-V or aqua! to ` used at all tow points. manhole at pipe connection, cal enough wire to extend 1' 12" above finished grade and anchor below I&1 barrier _,+•-6" Concrete CretB Collar ! e oI PLAN ( 'i Note. '� ; t- V Grata shown It � ,t I� Face of Curb a \ 2- VB Grates shall be used 12 AWG Copper clad steel -red. Factory Manhole steps shall be Neenah R-1981J, 16" on center. Direction of Flow ��` at all low points. connected to the grounding anode rod. Steps Shall be on Downstream Side Unless Pipe Diameter is ytf- if 18" or Larger Spacing Spacing tt •. All joints in manhole to have "O"ring rI�I' !-�AN Neenah Requai. casting and I7 Tape a Plastic Tape or Plastic /£ �' rubber gaskets. m grata or aquai. Ties (TYP C� Ties (TYP) a Sae detail 2110 for ring adjustments. ."- > 4'-0" .1 Catchbasin costing-�--�" Grate to be 2" below 17— --•-'- 6" Concrete collar +. <, :.< a :-.• .• ' . r:: ., _ Pipe Shoff be cut off 4" from the and grate Neenah gutter grade. R3067-V w equal 5 transition curb on each a Concrete slab per detail 2108. Spacing 5' Max. vein inside face of the manhole wall. 5" 3" radius curb box, side of catchbasin, if Top of barrel section under top slob SECTION VIEW adjoining a surmountable curb. See detail 2110 for to have fiat top edge sealed with 2 bands of Romnek or equal. Drive-in Ma nesivm grounding anode rod ring adjustments. lap of Curb E E All joints in manhole to have '0" Varies ring rubber gaskets. 4'-0"' typ. Precast Inverts Must be 1/2 of 24" x 36 ?. Pipe Diameter and Benches SECTION VIEW Sloped 2" Toward the Invert P 6" thick concrete cantor Precast 3' Minimum 5" Precast concrete section 5" "--Manhole R19$iJ or Wire continues with Magnesium grounding Doghouses shall be 6steps, centersh anode rod and connects to main line wiring. (see section View above) Drive-in magesiurtt Minimum thickness of precast base slab is 6" for 14' depth or less and increases to a minimum slab thickness of 8" at depths grouted an both the 3" Grout inside and outside. 6"Min. base 111 grounding anode (TYP) Tape or Plastic /'l. greater than 14' or if the structure is larger then 48' diameter. ^ -1-I f�' Qa Minimum thickness of precast base : 4p r slob is 6" for 14' depth or less and Ties (TYP) l : Tope or Plastic Ties (TYP) SEC 1 ION SECTION- �6" -s'^ increases to a minimum slab thickness _ ____ rf r 1 _ _ _� of 8" at depths greater than 14' or If NOTE; � CTION the structure is larger then 48" i. All dog houses shall be grouted both inside and outside of the structure. NOTES: — diameter. t. Doghouses ghat{ be grouted both 1' SPocin 2. When the manhole or catch basin structure is constructed outside of the traveled roodwoy a witness post and sign (MH) shall be installed next to the MH. NOTES: 1. Steps shall be provided in all catch basin/manholes and storm sewer manholes. inside and outside of the structure. Grout bottom to 2. No block structures are allowed. to m at manhole to 1/2 .,..ti. n 3. if a sump MH is required, a minimum sump depth of 4' shall be constructed 2. Costing to be totally encased in concrete curb section. Biome#er pipe and slope 3. if a sump is required a minimum out 2" toward invert. sump depth of 4' shall be constructed `� PLAN VIEW below the lowest pipe invert in the structure. 3. No block structures are allowed. below the lowest pipe invert in the structure. STANDARD STORM MANHOLE �Otp 0 B( STORM SEWER CATCH BASIN 2' X 3' RECTANGULAR WIN TYPICAL 4' p� p Uf SANITARY MANHOLE �1 CATCHDIAMETER BASIN MANHOLE TRACER WIRE DETAIL REVISED: 10-16 ENGINEERING DEPARTMENT PLATE NO.: 3101 REw=_en:1a"s PATE Na., 3102 ENGINEERING DEPARTMENT REVISED-_ ENGINEERING DEPARTMENT Pi ATE No.: 3100 TILE NAME:c: G SPECS 31a1 REVISED: g-79 ENGINEERING DEPARTMENT PLATE NO.: 5508 U FILE NAA4E G: NG SPECS 3700 11 FILE NAue:c ENc sPEcs sto FlLE NAME: G:\ENG\SPECS\5508 r 1� F* Su�mriountabie & to be tronsitioned vO Sae City Plate No. 3107 for riprap placement. curb gutter fob' into a 9-618 type curb at catchbasin. 1 - r„ryy4 Q RIPRAP Catchbasin frame &grate9 - Neenah R-3067-V or Vate �,y+" grate 0 } Af A NEENAH R-4342 GRATE OR °oSjkgo?' h i - r APPROVED EQUAL Sum?auntable concrete curb & gutter See Betel Zfor i b „. "5- ^j N adjustment rings. P } A �� f Tie lost 3 pipe joints. ��ji tgO Catchbasin to be depressed 2" �'' Use 2 tie bolt fasteners 6" Concrete collar .: !ss 'di 9 below design gutter line grade. 4 B ",. �,�/ per joint. Install at Neenah R-3067-VB shall be used ` 5D 60" from top or bottom a �,� at all low points. of pipe. 3i" NOTE; PLAN Anchor Clip REINFORCING TO CONSIST OF /4 ISOMETRIC RIPRAP REQUIREMENTS NITS NOTE 27" DIA BARS AT 8" O.C. BOTH WAYS S Not to Scale PIPE DtA. RIPRAP REQUIRED GRANULAR FILTER REQUIRED WALLS TO BE PRECAST SECTION 12" TO 24" 8 to 12 CY CL.3 UNDER RIP RAP AND 2 x 2-gb-6D"Lang Rebars 27" TO 33" 14 to 20 CY CL.3 LAYERS OF 50OX MIRAFI 5 PRE -CAST OPENING AS REQUIRED 36" TO 48" 23 to 38 CY CL.3 FABRIC OR EQUAL '� �TRIC � ISOMETRIC 2N 54" AND UP 62 CY and up CLA NTS _ _ (One cubic yard is approximately 2,800 tbs.) N Provide 3 anchor clips to fasten , .__... 2' RIPRAP trash guord to flared end section. i riot dip galvanize after fabrication. I' 'q' 5' Transition 5' Transition --� TRASH GUARD SIZING 0 0 - , Pipe Size Bars 'H' Bolts 3" CONC. BASE SHALL BE 6" 3'-7" DIA _M POURED IN PLACE OR 5" a a n Top of curb c 2' n ..:.:. ... .... Granular Filter (MNDOT 360L2B) 't 12"-18" /4"0 4" 5/8" 61, 4 PRECAST SLAB w I w SECTION A -A Geotextile Filter Type Ill - qg"-�y" 7"01/4„0 112„ 1f H NTS Anchor bath sides. RIPRAP NOTES: 2 gob 60`Lonq Rebars 1. All reinforced concrete aprons shall be furnished & installed without trash guards, Design gutter line grade unless otherwise specified. Frame & casting 2. All new reinforced concrete aprons on new pipe shall have the joints tied back ' Granular Filter (MNOOT 3601.2B) for the first 3 joints from the apron. 3. All new reinforced concrete aprons on existing pipe shall be tied to the first SECTION A -A SECTION B-B Geotextile Filter Type Ili pipe adjacent to the apron. Not to Scale NTS 4. Trash guards shall only be placed on inlets when specified. p p tAt!! dP m CATCH BASIN 27" DIAMETER 411ti of M FLARED END SECTION a ffOF lilfilV[ RIP RAP DETAIL �tv Ulil C T �I.iRB CONSTRUCTION ION AT CATCH BASIN REVISED:10-16 ENGINEERING DEPARTMENT PLATE NO.: 3103 REVISED: 10-16 } ENGINEERING DEP RTMENT 'LATE Na: 3108 REV6ED:2-10 PATE No.: FILE NAME: G:\ENG\SPECS\3103 ENGINEERING DEPARTMENT 3107 FILE NAME: G: NG SPECS 3108 RPOSED' j0 -15 PLATE NO.: FILE NAME' G'' ENG SPECS\3107 ENGINEERING DEPARTMENT 3106 F:L.E NAM$:G:\ENG\SPECS 3106 PI9NEEReneneming 02-ENG-1 I8100-SHEET-DYES CIVILENGINEERS LANDPL.ANNERS LANDSURVEYORS LANDSCAPEARCHITP.CTS Revisions LENNAR d by Dale l0-I 5-19 1 hereby certify that this plan was prepareName THE PARK 2ND ADDITION (65681- 2422 Enterprise Drive me or under my direct supervision and that I dF Paul J. e Desi ned PJClBNM DETAILS 16305 36TH AVENUE NORTH 4,5 OF 28 Faxx::681.-9488 488 g 1 Mendota Het hts, MN 55120 am a duly Licensed Professional Engineer MINNESOTA Minnesota Reg. No. Drawn MSN/MPC PLYMOUTH, MINNESOTA 55446 CHANHASSEN, g www.pionecreng.com 19860 Date 10-18-2019 State under the laws of the of © 2019 Pioneer Engineering, P.A. PL 6" Topsoil, Seed N 1 & Mulch or Sod. Drain kite Surmountable- Concrete Curb CL 30' 30' 15.5' to Back 15.5' to Back - Wear Course to be 1/2" -, Above Edge of Gutter I I 1 2.0% 2"-MNDOT 2360 SPWEA340C Tack Coat - 2357 2"-MNDOT 2360 SPNWB330e 12"-Class 5 Aggregate Base 24" MNDOT 3149.2E Select Granular Borrow (*See Nate 7) Not to scale *BASE COURSE TO UTILIZE ASPHALT BINDER GRADE "C" IN ACCORDANCE WITH MnDOT ASPHALT GRADES (TABLE 2360-2) PL NOTES 1. Typical right-of-way-60". 2. Maximum street grade 7.07, 3. Minimum street grade 0.75%. 4. 6" Topsoil placed In disturbed areas. 5. 2 Rolls sod behind curb. 6. The bituminous wearing surface shall be placed the next construction season following placement of the bituminous base. 1. A test roll of the prepared subgrode shall be performed. in the presence of a city inspector. The city has the authority to require additional subgrode correction based on the test roll. 8. Drointile shall be placed along both sides of roadway. See plate 5232 for details. Cfff V1 TYPICAL i RESIDENTIAL STREET SECTION REVISED: 10-16 PLATE NO.: ENGINEERING DEPARTMENT 5200 FILE NAME: G:\ENG\SPECS\5200 TYPICAL RESIDENTIAL RADIUS - 20' TYPICAL COLLECTOR RADIUS - 30' ' height 2"drop �5' long transitions{ height curbing�1 4' height 71 7" MNDOT B618 CONIC. C & 0 SURMOUNTABLE C & G SECTION A -A c lff TYPICAL CURB mmm RADIUS REVISED: 3-16 ENGINEERING DEPARTMENT PATE No.. 5204 FILE NAME: G: ENG\SPECS\5204 PI'ONEERengineering TYPICAL BITUMINOUS PATCH DETAIL EXISTING BiTUMiOUS SURFACE SAWCUT ALL BITUMINOUS EDGES. (TYP, ) L2" MNDOT 2360 SPWEA340C -- TACK COAT 2357 2" MNDOT 2360 SPNW83306 12" MIN. CLASS 5, 100% CRUSHED AGGREGATE BASE. PATCHING NOTES: 1, SAW CUT ALL EDGES, REMOVE BITUMINOUS PATCH AREA AND ENOUGH CLASS 5 MATERIAL TO ACCOMMODATE BITUMINOUS PATCH. 2. MECHANICAL COMPACTION OF GRAVEL BASE REQUIRED PRIOR TO PAVING. 3. APPLY TACK TO ALL EDGES. CONTRACTOR MAY USE WEAR COURSE MATERIAL IN LIEU OF BASE COURSE MATERIAL. 4. USE PLATE COMPACTOR TO CONSOLIDATE BASE COURSE PATCH. 5. ALLOW BASE COURSE TO FULLY COOL BEFORE PLACING WEAR COURSE. 6. RE -APPLY TACK TO ALL EDGES (IF NEEDED) AND PATCHED BASE AREA, 7. ROLL PATCH FROM EDGES TO CENTER, REMOVE OR ADD MATERIAL DURING ROLLING I SO PATCH IS TRUE AND LEVEL WITH SURROUNDING SURFACES. CONTRACTOR TO STRINGLINE ALL PATCHES PRIOR TO APPROVAL. 8. MNDOT 2360-ORDINARY COMPACTION METHOD REQUIRED. 9. PATCHED AREAS SHALL MATCH ROADS EXISTING THICKNESS FOR SECTION. off 9 1 TYPICAL STREET PATCHING BITUMINOUS REVISED: 10-16 PLATE No-: ENGINEERING DEPARTMENT 520?_A ri!E NAME C:\ENG SPECS\5202A i 1 t6V Y 227.02'., 285`52'S0" PRC �P� 60.25' CIRCUM 45.5' RADIUS=285.88'/360' STANDARD CUL-DE-SAC Y. COM,/IND. 48'. RAD. URBAN 45.5' RAD. RURAL 40'. RAD." NOTE: " ALL DISTANCE FOR STREET WIDTHS ARE MEASURED TO BACK OF CURB. "• PLUS 6' GRAVEL SHOULDER. (RURAL) TYPICAL mm 4lY�nm CUL-DE-SAC REVISED: 3-16 PLATE NO.: ENGINEERING DEPARTMENT 5205 !''.LE NAME: G\ENG\SPECS\5205 TYPICAL BITUMINOUS PATCH AROUND CASTINGS DETAIL SAWCUT ALL BITUMINOUS EDGES EXISTING MANHOLE OR ('tYP.) GATE VALVE 24" MiN. EXISTING BITUMIOUS SURFACE r 24" �1/4" ABOVE CASTING I I � 2" MNDOT 2360 SPWEA340C TACK COAT 2357 2" MNDOT 2360 SPNW83308 PATCHING NOTES: 1, SAW CUT AND TACK ALL EDGES, REMOVE BITUMINOUS PATCH AREA AND ENOUGH CLASS 5 MATERIAL TO ACCOMMODATE BITUMINOUS PATCH, 2. MECHANICAL COMPACTION OF GRAVEL BASE REQUIRED PRIOR TO PAVING. 3. CONTRACTOR MAY USE WEAR COURSE MATERIAL IN LIEU OF BASE COURSE MATERIAL, 4, USE VIBRATORY SLED TAMPER ON BASE COURSE PATCH. 5. ALLOW BASE COURSE TO FULLY COOL BEFORE PLACING WEAR COURSE. 6. ONLY MNDOT APPROVED RELEASE AGENTS MAY BE USED OVER CASTINGS, 7. RE -APPLY TACK TO ALL EDGES (IF NEEDED) AND PATCHED BASE AREA. 8. ROLL PATCH FROM EDGES TO CENTER. REMOVE OR ADD MATERIAL. DURING ROLLING SO PATCH IS TRUE AND LEVEL WITH SURROUNDING SURFACES. CONTRACTOR TO STRINGLINE ALL PATCHES PRIOR TO APPROVAL. 9. MNDOT 2360-ORDINARY COMPACTION METHOD REQUIRED. 10. PATCHED AREAS SHALL MATCH ROADS EXISTING THICKNESS FOR SECTION. �� TYPICAL STREET PATCHING 4111 AT MANHOLES OR GATE VALVES (BITUMINOUS) REVISED: 10-16 1ENGINEERING DEPARTMENT PLATE No.. FILE NAME:Q G\SPECS 5202E 52O2B 2% 2% a 0 i u 1'-- Expansion Joint 3 Expansion Joint (25' TraTsition) Tipout Gutter _-A I ",..A I r - Waterflow 36" �3/4" slope per foot 3" up from a _. " bottom and o8» 0 ° ° - 4 ° a6 6" from sides. Class 5 aggregate base 4-#4 Rebor SECTION A- A No Scale NOTES: 1. 1/2" Preformed joint filler material - AASHTO M213_ 2. Contraction hints 8' O.C. in Cross Gutter. 3. Max. Spacing for #4 rebor is 2' on centers for wings. UIIIOF STREET INTERSECTION mm I CONCRETE VALLEY GUTTER REVISED: 10-16 1ENGINEERING DEPARTMENT PLATE No.. 52 06 FILE NA0.1EG:\ENG\SPECS\5206 I 1/2 r Distance to Ct variable 3"r � 1 /2"r Top Bituminous Material slope `0 3 4 er ft h N 8" 18" MnDOT B615 Concrete Curb and Gutter 6" • Distance to Ce variable 1/2 r \ \11 -3"r 1/2"r Top Bituminous Material slope v ti O 3 4 per MnQQT B612 Concrete Curia and Gutter _ 81' 12" �- NOTE: f` or CTse Only with Private Driveways, Parking Lots, or Medians. 28"R 12"R 16" F-Top Bituminous Material 68"R L N tl 1/2" h ° Surmountable 171/2" 101/2" Concrete Curb and Gutter ---- 28" �� --,.-i 4" 1-.4 1 1 /8"r ;r Bituminous Surface Bituminous Curb 4" Shoe Formed T 1 0U1 TYPICAL CURB AND GUTTER REVISED: 10-16 ENGINEERING DEPARTMENT PATE N0'` 5203 FILE NAME: G: ENG SPECS 5203 EDGE OF Ex. PAVEMENT SAWCUT LINE \- END OF DRIVEWAY SAWCUT ALL, STREET PATCH AREAS AND TALC BEFORE PAVING wz_ ®0V BINMWWS STREEi4 CIX}iRACT� MUST SAMOti AND REPLACE MYN te' STRIP OF STREET DECttN WITH WEAq PAWN T TO MATI>I EXXT#1C STREET sECDaH Bncxrrcss. OF IS CRYw THNMNESB IN fNE C£ WAY ¢1 BE A PWiWVM a-Y .A'iS Cf 811UMWW3 WITH 8' OF CAA53 3 FOR UAW IF WATER SHUTOFF IS IN THE DRIVEW;VY PAVEMENT A COVER AS MANUFACTURED BY MCDONALD 74MIA SERIES MIN AN 8 OPEWNO FRAME A COVER OR EQUAL SEIALL BE iNSTAI- E0, l 40' OVER FROM P/1_ z f 50' MAX DRIVEWAY WIDTH INSIDE PROPERTY 4 IF HARDCOVER ALLOWS i b T `A 24' MAX MOTH IN R.O.B. R.9,11 __� R A Rolm is INSTALLED. A MINE OF 3' Flows is REYMdRED. F- Is - ` - R.O W lox INSTALLED OVER WATER SEE BACK OF CURB 3' \1 WED MWWAY B, NEST IN NOW SHALL BE A MINIMUM OF 2-I' UPTS OP BNLM"lOUS WITH S' OF OLA55 S FOR BASE IF THE OXNI NEEDS 70 RE REPLAHD RICH THE. ABOVE PETAL FOR STREET REPI. RIEHT BIAU W iSfD AND R$ CVSIWG mn SEDIDOf LEFT INN.ACE MUST BE A MMWUM OF V M THE HEn , t SAIUl IF LEAS THAN V OF CURB WILL. REAIARI M THE NEXT MNF AND THE GUTTER LINE M"TAW1 PROPER ORNNMi. OTHERWf: REM01E TO THE NEXT NU .PENT. IF WATER SHUTOFF 15 IN THE ORIVEV�y PAVEMENT A COVER AS MANUFACTURED BY MCDONAti 74MiA SERIES WITH AN 8 OPEN'NC FRAME & COVER OR EQUAL SHALL BE INSTALLED. �M1�0�I� RESIDENTIAL BITUMINOUS 1�AtIDetlt)17f9 DRIVEWAY ENTRANCES /�tl�etl WITH AND WITHOUT CURBS REVISED: 10-16 PLATE No': EN13i d ERiNG DEPARTMENT rjZQg FILE NAME: G: \ENG\SPECS\5?09 02-ENO-118100-SHEET-DTLS CIVE.ENDINEERS LANDPLANNERS LANDSURVEYORS LANDSCAPE ARCHITECT'S 2422 Enterprise Drive (651) 681-1914 Heights, MN 55120 Fax: reng.c 88 Mendota Hei g www.pioneeeng.com © 2019 Pioneer Engineering, P.A. hRt �. Fffi Y .jn :JgA$ y i' S a - 6 F-,.`.. sd b $ `. 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A R• I a $ 8 s ppI\ @i 0 O o 6 — S ,i i 3 i s tta°sib a� ��. 8'" 1� Yv��:q d.8$3 _ "{" I ii i §P L3 $- ! d� d� 71'-Q a 3�srx s.6, It by,�yr ytµypB qyl ypE{ M 6-bt� Sf PG SJ FtW WcLt Fp. 3- Hf{ff: 1 (C SI P-M' Siff' III 3-$9SLS1 cx fk p: 1 > Mfr � �� tE 2YE Mtx fl4 i:S Pedestrian Curb Ramps �qnp 4itlef Pedestrian Curb Ramps ��F Pedestrian Curb Ramps btiivi CM Of Pedestrian Curb Romps �" (t�11uu��O��cf Page 1of 5 b.�lft�tleu�iri[T Page 2 of 5 Page 3 of 5 Page 4 of 5 REVISE(?: 10-?8 ENGINEERING DEPARTMENT PUTE Na.: 5215 REVISED: 10-1E ENGINEERING DEPAPTMENT P:a5215,^, rE No.: PE'sSED: 1'0-1E ENGINEERING DEPARTMENT PLATE NO.: 52158 REVISED; 10-..18 ENGINEERING DEPAR"'MENT PLATE NO.: 5215C FILE NAt E:G:\ENG\SPECS\5215 FILE NAME:G: NG\SPECS\521SA FILE NAME:G:\ENG\specs\Sztsa FILE NAME:G-.\ENG\SPECS\521SC E Typical Street & Traffic Sign Installations 55 91'�j w Z 9" x 42"Double Faced Aluminum Street AluBoth Traffic Sign Re ui Required GI - DirectionsSlg n as r' ?� �a5a'i >' r........—� GORDO DRIVE - — — — — — — -_ _._..�- w G W $ 3 �4'3ta pit; z a 6 ` VARIABLE of a 100 2" Square. .-, o 3 LB. 7' Upper Galvanized Steel' sign Post >3 ,'s. g g # h 5 ' 1 f4" PER FT. SLOPE a. Galvanized Steel Post 2.42 LBS/FT. (2) x t" AGGREGATE BASE <t TOWARD ROADWAY Plate c a Post Botts -ITo Botts Tomperproof MNDOT SELECT GRANULAR BORROW „t w ne 3c =a;"gam ` t : " MINIMUM I 11' 12' VAr21ES Anchor o with Washers c o ffigeg; 913pttalwy 10' ( Kleen Break Model 425 OY D) 2' Min. COURSE FILTER AGGREGATE 3149.2H Z p Wfilllo 'Equal. C eE 1 -..-.:..- ... -... ... Curb 1 12" DEEP ! 12" DE w iy 3 $h & 8 b BPe< � - �� E>DO E] ti �- _ - � y I 3 LB. 10' Anchor .w..- GRADE TO DRAIN '�� " CURB t `.r,a<: I Concrete Installation — — — — n — Post -Pneumatically Driven — --- — SUB -GRAD �� p s\ TOPSOIL TYPICAL— IAQI�` Sail Installation CLAY SUB -GRADE 4" PERFORATED PIPE 5DR CLAY 4- rr c FOR PIPE PLACEMENT TRENCH DETAIL " 8 f 3 e 3" MNDOT 2360 SPWEA3406 — e s G s-`-. o ...............__lei a a o " t a� e 6" CLASS 5 BASE ', a Perforated PVC _< COMPACTED SUBGRADE'- PER SOIL ENGINEER 0 H., ,( • r cS� r NOTES: Boulevard Location Street ——�--- ` q: c_ - 1. For of Signs and for Traffic Signs, Contact Chanhassen Street Superintendent 952-227-1303. PIPE DETAIL 6" CONC. NOTES: ., 2. For Material Specifications See ;' !1 s COLLAR 1. SHOULDERS TO BE BACKFILLED WI RE -VEGETATED NTH SOD OR AND RESTORED WITH TOPSOIL AND SEED / MULCH. ° "" ° �t �+.rt�m. Section 4.11 of Standard Street Specs. NOTES; AROUN D $ a 2. THE CONTRACTOR OR DEVELOPER SHALL SUPPLY A 2 YEAR 700% MAINTENANCE BOND UPON CITY ACCEPTANCE ao.,.. -c �"."�mt 3. Public Street Signs Shall be White Lettering on Dark Brown 1. CLEAREQUIRED AT 300• INTERVALS & :' PIPE All ENDING POINTS. ,� tm 3. THIS DETAIL / SPECIFICATIONS ARE MINIMUMN REQUIREMENTS, ADDITIONAL DESIGN - _A Background Double Faced DG3 slty on 0.08 Z Nfl SNG TIES TO BE SHOWN FOR ALL CLEANOUTS AND ON AS -GUILTS ENDING POINTS TO •' g MAY BE REQUIRED DEPENDING ON EXISTING SUB -GRADE SOIL CONDITIONS. 4. BITUMINOUS TRAILS MAY NOT BE CONSTRUCTED ON UNSUITABLE SOILS. NO WASTE MATERIAL, BLACK DIRT, OR ORGANIC SOILS ALLOWED. Alum gum 4. For Private Streets, Signs Shall be the Some as Above, Except ALL DRAINTILES. - IN STRUCTURE FOR DRAINTiLE TO 3. BE FABRICATED BE FABRICATED OR CORE DRILLED. ...,.'�. 4. THIS DETAIL TO BE USED WHEN 2' OR MORE 5. PATCHING OF EXISTING TRAILS SHALL BE FULL WIDTH AND NO LESS THAN 4• Lettering to be white on Blue OF EXISTING SOIL SUB CUT IS NECESSARY. LONGITUDINALLY . "1 Background. 5. ALL DRAIN11LE TO HAVE TRACER WIRES. Mfg asm 4" SUB —SURFACE DRAINTILE 5-H]21C (5 9i S, CiTi(mayOF CommTRAIL BITUMINOUS Qff OF clam STREET AND TRAFFIC SIGN INSTALLATION CfliOF Pedestrian Curb Ramps EVISED:3-16 ENGINEERING T ENGINEERING DEPARTMENT PLATE NO.: 5232 Page 5 of 5 Re,-.sED: 3-ts ENGINEERING DEPARTMENT PUTE NO.: 5217 REVSLD '.0 16 ENGINEERING DEPARTMENT PLATE NO.: ry 5216 r FIL_maME:G:AENcsPEcs'vs2az REVISED: 10-18 ENGINEERING DEPARTMEti7 PLATE No.: �'L15J FILE NAME CT\ENG\SPECS\52?8 � PILE NAMEG;\ENG SPECS\5217 FILE NAME G: \ENG\SPECS\5215D PIONEERengineering CIVILENGINEERS LANDPLANNERS LANDSURVEYORS LANDSCAPE ARCHrrECrS 02-ENO-1181 OW-SHEET-DTIS 2422 Enterprise Drive (651) 681-1914 Heights, MN 55120 Fax: reng.c 88 Mendota Hei B www.pioneeeng.com © 2019 Pioneer Engineering, P.A. HUB WITH THREADED METAL PLUG TO BE SET UNDER YARD BOX COVER PLUG TO BE MAGNETIZED TO ALLOW FOR LOCATES VIA METAL DETECTOR. TRACER WIRE TO BE BROUGHT UP INTO BOX WITH 4" ADDITIONAL SLACK OF 12- X 12' YARD BOX WITH CLOSED COVER TO MATCH SURROUNDING COLORS AS APPROVED BY ENGINEER. I FINISHED GRADE I ONE PIECE SOLID 4" PVC SDR-35 CLEANOUT RISERS. =1 I I=1 I!=1 ! I 0 I= l 1=1 11=1 11=1 0 —III - -111�1 al:J III —I I —III —III -i 11-1 I-1 I L W c 1=1 I-1 11=1 I I-10 MI; I= 6 III —III—) I I 45 I I 45 I WYE PVC SDR-35 4" PERFORATED WYE PVC SDR- 1 10' MIN. CAP TRACER YORE AS PER SPECIFICATIONS. I. SOLVANT WELD ALL JOINTS ON CLEAN OUT. (NON-GASKETED) 2. CLEAN OUTS SHALL BE SPACED AT 300' INTERVALS (MAXIMUM) 3. BENDS AND RISER TO BE SAME SIZE AS DRAINTILE MAIN. 4. ALL DRAINTILE MUST HAVE TRACER WIRE BROUGHT UP TO THE SURFACE AT EACH STRUCTURE IN TRACER WIRE BOX PER DETAIL 5501 OR AT A CLEAN OUT AS SHOWN ABOVE. FOLLOWING COMPLETION, THE CONTRACTOR WILL BE REQUIRED TO LOCATE VIA TRACER WORE TEST. r yor bbtullllBir� SUB —SURFACE PVC DRAINTILE CLEANOUTS FOR INUNE AND 1� END OF RUN CLEANOUTS REVISED: 10-16 ENGINEERING DEPARTMENT PLATE No.: 5234 FILE NAME G: NG SPECS 523+ CAST IRON 3.46" COPPERHEAD WAX PACK TAPED TO TUBE PENTAGON HEAD BOLT FOR M { TIGHTENING ONTO BOX CAST IRON LID NYLON PLASTIC INSULATION WASHERS — 2.62" O.D. INSTALL WAX PACK BRASS TERMINAL AROUND COPPERHEAD AND MOUNTING TRACER WIRE COMPONENTS TRACER BOX LID APWA UNIFORM COLOR CODE 1 M RED - ELECTRIC M YELLOW - GAS M ORANGE -COMMUNICATION M BLUE -POTABLE WATER M GREEN - SEWER L� PURPLE - RECLAIMED WATER NOTES: INSTALLATION SHALL FOLLOW MANUFACTURES INSTRUCTIONS. CAPS SHALL BE COLOR CODED TO BE SPECIFC TO UTILITY BEING TRACED. aff0ID TYPICAL 1 MAGNETIZED TRACER BOX E&11 CONCRETE/DRIVEWAY BOX CD14 TP CEVISED: 2-12 PLATE NU ENGINEERING DEPARTMENT 5500 FILE NAME: G:GENGvvSpEC515501 PI9NEEReng+ineering DETAILCURB BACKFILL AREA WITH ROCK * �e Y #^ � � a► � tr LL •f NOT CONNECT /TO EXISTING DRAIN71LE PIPING EXISTING DRAINTILE, AND PIPE TRENCH ROCK TO BE WRAPED TOPSOIL• GEOTEXTILE FABRIC filIIIE Ed I • AGGREGATE 1�•'lir 4 r A a LLF TYPICAL PRIVATE DRAIN CONNECTION DEPARTMENTENGINEERING WAX PACK F"_ -3.48^ALL TAPED TO TUBEPLASTIC / ir�\l t PENTAGON HEAD BOLT FOR TIGHTENING ONTO BOX — PLASTIC WASHER, NUT, AND WASHER WITH SLEEVE ADDED TO INSULATE BRASS COMPONENTS FROM/ CAST IRON —/ INSTALL WAX PACK AROUND COPPERHEi TRACER WIRE — IRON LID BRASS TERMINAL AND MOUNTING COMPONENTS 1I I I U TRACER BOX LID APWA UNIFORM COLOR CODE r RED - ELECTRIC M YELLOW - GAS M ORANGE -COMMUNICATION BLUE -POTABLE WATER M GREEN - SEWER PURPLE -RECLAIMED WATER NOTES: INSTALLATION SHALL FOLLOW MANUFACTURES INSTRUCTIONS. CAPS SHALL BE COLOR CODED TO BE SPECIFC TO UTILITY BEING TRACED. Crff or TYPICAL b!!!Ur MAGNETIZED TRACER BOX MANM LITE DUTY BOX LD14 AD] REVt ED: 2-12 PLATEN .: ENGINEERING DEPARTMENT 5501 Fltk NAME: Gt1ENGW,5PEC515502 FOUNDATION WALL MINIMUM 1.0- --I 1 I I i 2" MINIMUM SPACING---�, 4" FLEXIBLE PLASTIC PIPE POSITIVE SLOPE ON PIPE 1? PCV 90' BEND rQF HOUSE SUMP bbttlitl [ PUMP CONNECTION DETAIL REVISED: 3-16 PLATE No.: FILE NAME:G:\ENG\sPEcs 523o EN INEERING DEPARTMENT 5230 A Notes 12 AW CAPP. aaMteM--bias tracer e4s(iW) Waiamoan DAwe-in Mognaadom IohJlne to irwillrtg anode ro 1.0' Max. /.0' M 5erNce saadle tiatar 5o' W.I I {I )l--Tge a imam tie I'm I.Wring am. array from the Piping for, NoiRy. Woes shell be inabeed unmetlaWy Adjacent to the service pipe. the we" spoil be fastened to me Pbing e'Ith plasm ;Me or water proof bole. at 5.W Mtvvaals except enm nam fittings then the .Pda, m amoing's lo'. 2.Leaw 2' sail of extra had and Mae airing In era. box. Red wire is from grounding an ds and M. sail 1. the troy carte for the service Peas that connects to the main line wtrino. 3.Do not otte.1, sees to cv"Wtop to oeow far to be mode withwt damaging wires, 4.The ce..tiona met be made with he gouge ,,P, +iota copperheod 5 .Ilebike Looking Connectors or approved egeoi. Water Service -Plan view of to scare Corbstop 12 AAC Capper Cladateel' ble< irooer !,a (TYP) Yha coot vues a':th erotor ser.+ice and connects to mole iina a'eino. C.ee ptoa dew ansve)— RkJh; o< roY iNe .1r,, Ievei ilo. r. tl trace wMr acsess box locoed fdo the earth or east side of the avatar wvaee. Finishce grade Croft leval in -ground trace as else osas box ixoted an the earth or at aids of the .Ater serKce. 12 AW capper rdae stesi-.ed Foctory Parasol to the grow Wino onods rod. Drive-in MagraeWm I grounding anode red _Water Service -Section View Not to SL016 ffyOF WATER SERVICE Mm TRACER WIRE DETAIL REVSED: 1-17 ENGINEERING DEPARTMENT PLATE No.: 5504 FILE NAME: G; ENC SPECS 5544 sale 2'-0" 1/2"x6" Galvanized Bolts with Cut Washers (Carriage, Hex. or Sq.) 7-1/2-1 No. 1 MIN. Grade Lumber c... ... ..- - E Ex. Ground a0 APPRdOX. Treated ` Wood Posts 4"x4" x 8'-0" No. 2 Grade Lumber or better NOTE The barricade board face surfaces shot( be fully reflectorized in alternate silver -white and red striping, using a reflective sheeting conforming to the requirements of MnDot Spec. 3352.2A2o, Standard No. 1. Prior to installing the reflective sheeting, the barricade boards shall be given a complete coating of White Wood Primer point conforming to MnDot spec 3513, followed by a second coat of white paint conforming to MnDot spec. 3531 applied only to the surfaces not covered with reflective sheeting. The barricade boards shall be completely pointed and reflectorized sheeting applied before being installed on the posts. The barricade shall be placed 10'-0" from end of bituminous road, barricade.. to be centered on the roadway, to be facing traffic flow. Barricades to be installed in accordance with the Minnesota Manual on Uniform Traffic Control Devices. aff fir V1 TYPICAL BARRICADE REVISED: 1-1e ENGINEERING DEPARTMENT PLATE No.: FiIE NAME: G: \ENC SPECS\5244 5244 02-ENG-118100-SHEET-DTLS CIVII. EM1GINEFAS LANDPLA1,1NERS LANDSURVEYORS LAtiDSCA£EARCHITFL-rS 1914 2422 Enterprise Drive (6 fax: 681-9488 Mendota Heights, MN 55120 Fax: reng.c m g www.pioneereng.com © 2019 Pioneer Engineering, P.A.