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ITEM 5.30 CIT1f' r ot MINNESOTA DEPARTMENT INFORMATION ORGINATING DEPARTMENT: Community Development PRE ENTER(s): City Planner Licht Request for City Council Action REQUE TOR: City Planner Licht REVIEWED BY: Citv Administrator Johnson MEETING DATE: 22 October 2012 ITEM : 5.3 Kittredge Crossings 11th Add. AGENDA ITEM DETAILS i RECOMMENDATION' City staff recommends approval of the Kittredge Crossings 11th Addition. ARE YOU SEEKING APPROVAL of A CONTRACT? IS A PUBLIC HEARING REQUIRED? M BACKGROUND/JUSTIFICATION: Held by Planning Commission on 6August 2012, hela rd Capital Investments nts Inc. has submitted application for approval of Kittredge Crossings 11th Addition replatting 15 detached townhouse lots as 1.0 single family lots and one outlot. The request involves consideration of a PUD Development Stage Plan, Preliminary 'Plat, Final Plat and vacation of existing drainage and utility easements. The City Engineer has reviewed and approved the construction plans. . The City Attorney has drafted a Development Agreement, which the applicant has signed and submitted to the City all required escrows and securities required by said agreement. We offer the following additional comments: : The subject site is zoned PUD District. Single family lots are a permitted use of the project site subject to the lot requirements and setbacks of the R-6 District. All of the proposed lots conform to the R-6 District lot requirements. Following the Planning Commission meeting on 6 August 2012, the applicant revised the plans to remove the existing private driveway (74th Lane). This change responds to comments by the Planning Commission for the need to provide a typical cul-de-sac turnaround at the north . �� a a Cit street The Cit terminus of � Lane if the private driveway was to be accepted y y Engineer has further directed that the in-place utilities must be removed from the private driveway to avoid future conflicts with development of the single family lots. The City Engineer has worked with the applicant to review the grading on outlot of Kittredge Crossings 5th Addition, a portion of which is to be replatted a part of this Kittredge Crossings to gF • . tri + 'on commented at the public 1 Addition. Property owners within Kittredge Crossings 5 Addit� hearing about drainage issues within the outlot that the City Engineer determined was caused by a blockage to the catch basin at the center of the outlot. This area is to be regarded with the g current project to correct this issue. Thepp lication involves vacating a portion of existing drainage and utility easements overlying the common open space of the previous detached townhouse subdivision for Kittredge Crossings 5" Addition. These easements will he vacated and replaced by drainage and utility easements shown on the proposed final plat as required by the Subdivision Ordinance. Outlot A will be deeded to the City with the recording of the final plat and Development Agreement for stormwater management purposes as required by Section 21-7-15 of the Subdivision Ordinance. ■ The applicant has submitted a cash escrow outlined in Paragraph 27 of the Development Agreement. The existing LOC for Kittredge Crossings loth Addition is sufficient and will be applied to the proposed improvements undertaken in Kittredge Crossings 11th Addition. There is no payment due for transportation infrastructure costs, stoat water area charges or park dedication as these requirements were met with the previous Kittredge Crossings 5'h Addition Final Plat. One half of the current SAC and WAC fee remains to be paid for each lot at the time of application for a building permit. SUPPORTING DOCUMENTS, X ATTACHED o NONE A. Final Plat (1 sheet) B. Construction Plans (8 sheets) Cr . Development Agreement D. Findings of Fact and Decision E. Resolution 2012-71 approving a Development Agreement F. Resolution 2012-72 vacating existing drainage and utility easements MOTION: (Please word motion as you would like it to appear in the minutes.) Motion to approve the Kittredge Crossings 11th as outlined in the Findings of Fact and Decision as presented, Resolution 2012-71approving a Development Agreement and Resolution 2012-72 vacating existing drainage and utility easements. PBUDGET INFORMATION 0 -- . - --- FUNDING: I BUDGETED: o YES NA ACTION TAKEN MHO o APPROVED AS REQUESTED n DENIED nTABLED DOTHER (List changes) COMMENTS: KTTR DG CROSSINGS 11TH ADDITION OTSEGO, MN PROJECT LOCATION * GN,I Enln,�r'ng OLand Plaµ-rir,2 I hers•b "A)fy il`rak this pTon. spe-rA l3t4w•4 or CA iPION ISS P4an�r CrGsnt�, r�F�k �°� �=^ �r��r� �� �° �� under/`�`'' ITT ED E CROSSINGS11 TH ADDITION AENGINEERING P.O. box 249 rjc*ns suprofos5l �rtd is lrohat 1 om a d�rh� 1, 1 , 1 Group, + 1 �fapla PIQTN 'S• .�9 of th s ote aF I m'snl "o#a, e r under kha laws The j 1 1 1 ru �] rI F Inc SERVICES, INC. 'p�o-ne: 783-479-5172 Fax: M -470—M2 10 � 12 E -Vol: rrr[�3rnp? 1+ 4mp_• nen .ecm UnrFFri` mnr: -1 c_ / 199151 dot-§! OT's EGO, MN INDEX OW-NER! THE CROUP TH E 511ELARD GROUP. LNC CONTACT. JACOB N%ERT 11455 NgK]NG fi3RWE, SLTTTE 30') EDEN PRAIRIE, N1INN ESOTA 55344 P. 95.x-215-3 70 7 F- GiNEER: CAM PION ENGUNTEERING SER%'ICES, 11MC 1800 PTTEER CREED CENTk K P.O- BOX 249 MAPLE PL AI -N. 1�1:fi 55359 PIL 763479-5172 SURVEYOR: FELLINFN LA'vTD SURVEYING F.O. SOX 35 HUrC H IN SO . A SN 55 ISO PH. 320-587-4789 1 COVER SHEET 2 EXISTING CONDITIONS & REMOVAL PLAN 3 PREUMINAl Y PLAT 4 SANITARY SEWER & WATERMAIN 5 STREET & STORM SEWER 6 GRADING PLAN 7 STORM WATER POLLU110N PREVEd MON PLAN a DETAILS PROJ HO: COVER SHEET 12-011 SHEET NO. 1 OF 8 SHEETS °'��; 10/08/2012 948 949 North finA-- 0—f-- Qutlot A-, KITTRL'E CROSSINGS 5,TH ADDITIQN 946 DG 950 SCI~ 9&1 950 lnv�-74-3-27 CYJ U0 FX FfAN-- co j co REMOVE D[ISTING FM. YALVES & BOXES. � FROM VALVES TO RJ0HT—OF7y!AY - \ C� LO U Ma0 E ALL ;ROUNi)__ Ld ti-riu-nES %\ HATCHED EAWTHIN ~o tiA U) R11-4=953,1 LD Inv=949-871 f TR=956.5 Inv=934.11 N0 C�fl Er-4ri-ae'rig Obarid Pfzrrr,'n.,g CAMPION 1800 A Pioneer Creek Center, ENGINEERING 49 Re. Dox 2 = "er pldl^ " MW9 SERVICES, INC. , 7-470-5172 Fac 763-470-4242 E-Mald: rnc3arrTknQtorW.on"-com 'A IJ REMOVE HYDRANT REMOVE CASnnG & CONE SECTION, FILL MH VATH ON SITE MATEMAL LOWER CURB BOXES TO V (MIN. BELOW GRADE) REN(OVE ALL S4TUMINOUS, CURB & OUT -TER ADANDON MSTINO SAN! & WM IN PLACE REMOVE CATCH BASKS AND STORM SEWER PIPE REMOVE HYDRANT RUIOVE WM TO OV, INSTALL PLUG AT GV SOUTHERLY 3W OF SANITARY SEWER TO REMAIN REMOVE STORM SEV&R PIPF, PLUG HOLE IN CB RF340YE MSIING CURB AS 14ECESS4RY FOR CONSTRUCTION report Thav bv-q�n pre under my, and or dtrect supeMs-Ton tho am a c= KITTREDGE CROSSINGS '11 TH ADDITION Kcertsed Professkqi-al En In"er under 0 laws of U -1a Stats of The Shelard Group, Inc I 0/0'a/1 2 MOAA P.-Cariieon _Lw 14-901 Dot2:1 OTSEGO,MN LEGEND xe, TR€ 957.3 om" [rLv=933.65 Docs Denotes Overflow Control Structure I herab c rffy thot this plan. zpecMcotion or REMOVE HYDRANT REMOVE CASnnG & CONE SECTION, FILL MH VATH ON SITE MATEMAL LOWER CURB BOXES TO V (MIN. BELOW GRADE) REN(OVE ALL S4TUMINOUS, CURB & OUT -TER ADANDON MSTINO SAN! & WM IN PLACE REMOVE CATCH BASKS AND STORM SEWER PIPE REMOVE HYDRANT RUIOVE WM TO OV, INSTALL PLUG AT GV SOUTHERLY 3W OF SANITARY SEWER TO REMAIN REMOVE STORM SEV&R PIPF, PLUG HOLE IN CB RF340YE MSIING CURB AS 14ECESS4RY FOR CONSTRUCTION report Thav bv-q�n pre under my, and or dtrect supeMs-Ton tho am a c= KITTREDGE CROSSINGS '11 TH ADDITION Kcertsed Professkqi-al En In"er under 0 laws of U -1a Stats of The Shelard Group, Inc I 0/0'a/1 2 MOAA P.-Cariieon _Lw 14-901 Dot2:1 OTSEGO,MN LEGEND xe, Denotes existing spot elevation om" Denotes Monhols Docs Denotes Overflow Control Structure OCB Denotes Cutch Basin -----FES Denotes FT(3red End section 0 HYD Denotes Hydrant 0 Denotes Light Pole 0 Denotes Gote Vorve a Denotes water SerAce Q Denotes Efectrio padistal 13 Denotes C*rnnnuncnUon pedistol 964 — Denotes existing contour Arie Denotes Curb and Gutter Denotes Sanitary Se-wer Denotes Storm Suer BENCHMARK Top nut of Hydront on northeostedy on northeasterly side of Kittredge Parkefoy near southwest comer of Lot 8, Block 4. KITTREDGE CROSSINGS STH ADI)MON. Elevotion - 9155.41 (NAVD58) NOTES: 1. FASTING TOPCAPFGG AND UTILITY INFORMATION PER SURVEY BY PELUNEN LAND SURVEYING AND AS BUILT UTILITY PLANS 2. SAYti`CUT BITUMINOUS AT REMOVAL UMiTS N A- 0 Jif eo 90 savx In, — 30, EXISTING CONDITIONS- PROJECT NO; REMOVAL PLAN 12-011 SHEET NO. 2 OF 8 SHEETS DATE: 10/0812012 LEGE NDw Denotes ex-sLing spot e'evation OMH Denotes Manhole 0 ocs Denotes Overflow Control Structure OCB Denotes Catch Basin — FES Denotes Mored End section 0 HYD Denotes 1-tydrunt. N88*51'29"'E 453.16 0 Denotes Ught Pole 61 0 Denotes Cate Va'Lve 118 0 Denotes water Service 100 100 - — — — — — — — — — — — — — — — — - — — — — — — 72 1 r - - - - - - - - - - - - - - - "'R r - - - - - - - Denotes Uactric pedistal Denotes Communication ped1stol -7 - ---II I i / I Lo 964 - - Denotes exisUng contour lino z IF Denotes Curb and Gutter I;;-- Denotes SunitGry Sewer C'4Denotes Storm Sewer 11 i1 :+F;PLAT AREA .3-52 ACRES F DESMPT[OIN: A Lols 1, 2, 3 and 4. Block 1, Lots 1, 2 and 3, Block 2, Lots 1, 2 and 3, 81wk 3, Late 1 , and 2, Block 4, Lots 1. 2 and 3, Black 5 and OuUot A, oil In KITTREDGE GROSS NGS 5TH ADNTION, according to the recorded plot Lhereof, Y41right County, MInnesota. Also, that part 4 T- 4 REDGE CROSSINGS STN ADDJT10?1. described as f0lows. BegInnIng of Outlot B. of sold Kin C� It AF at the northwest corner of said Cutlot 8; thence South GO degrees 58 minutes 00 C) seconds East. assumed bearing. along the west line of said OuUot 8 150.00 foot; thence CO North 90 degrees 00 minutes 00 seconds East 120.02 feet; thence South 75 degrees 12 minutes 08 seconds East 28.00 feet; thence South 50 degrees 05 minutes 46 seconds L0 0 z 5 Eost 35.00 feet; thence South 22 degrees 53 minutes 57 seconds Eost 31.75 feet to the CD V/ Intersect.Ton with the southwesterly pro4ongation of the southeasterly line of Lot 3, Bock 5 C) of sold KITTREDGE CROSSINGS STH ADDITION; thence North 71 degrees 45 minutes 27 ser-,onds East along sold southwesterly prolongatlon, along said southeasterly Itne of Lot 3, 13tock 5 and along the northeasterly prolongation of sold Lot 3, Blor-k 5 a distance of 150.00 feet to the northerly ITne of sold Outlet 13; then" northwesterly and westerly, along 4 ` d I { {{ y �j. 4 said norLh&riy line of OuUot B to the poInt of beginning. DRNMGE W/O UnUFY' &4SEVENn ARE' SHOWN rHUS 72 76 co 62 C6 N90*0 0, 0 "'W 119.81 A==7v4s, A, 0 '/47H STREET 6 UD N90"GCS "00"i 118.80 9 R\ -1 BEING 10 FEET IN %MOTH, UNLESS OTHERffISE IND:CATED. AID ADJOINING 1 IF- RIGHT-OF-WAY IJNES. AND BONG 5 FEET IN VOIDTH, UNLESS OTHERARISE INDICATED. Q %%% C) AND ADJOINING LOT LINES, AS SHOVI14 ON THE PLAT. NOTES. 1. REFER TO E)GSTING CONDITIONS EX(ISTING ZGNING - PUD MIN MAP FOR IIJUDERLYING LOT & BLOCK LOT AREA - 9,0005F MIN H - 2 3 C(MFIGURATION. LOT 'IDT' -'0 INTMOR LOT -ISO C) 0 UTLOT A CORNER LOT=90 FT CO ER0f!QSEQ SETBACKS; U-) FRONT - 25 FT, (34' TO GARAGE) bS40E - 7 FT CD REAR = 2€} FT V) J IL —A I L I o4c I L — — — 7-5r -- — — — — J L— — — LOT AREAS T" nA of Rycl-cml on rofthej5t&rtj -4 a- LOT i eLCKX I - 11 IS% SF cet nark zi:de of KWedike Pc&wqy LOT 2 BLOCK I — 14481 SF r,* -or avithipsat comm- of Lot 6. Fuck 4, N90v00 P 00"E 120.02 .01' 4 —J, LOT 3 BLOCK I MIG SF KrrrRMGE CROSSMS 6TH AiDOMIL -10/ LOT 4 BLOCK 1 17905 SF —J, LOT 5 BLOCK 1 21429 SF Ehreutkm M&41 (K*DW) LOT 6 BLOCK 1 13492 SF -7 LOT I BLOCK 2 11444 SF LOT 2 BLOCK 2 13572 SF is LOT 3 BLOCK 2 110W SF LOT 4 BLOCK 2 9847 SF Ar• yko "'Sla OUnOT A — 13705 SF =81'23'35,' A= 7' 14'39;' R= 14.00 R=280.00 L=19.89 L=35.40 J, 30 0 30 60 90 SCALE 1- 30' N Cri-I *Land Pfar-n.-r-q h*reby cedXy thcrt th4 plain, specia"Wn *,r PROJECT NO: report has too -an proporad by n-4 or Un4er my CAMPION IaOQ' Plor*or Creek Center. zvpeMec�n and U�ct I am a d KITTREDGE CROSSINGS 1 1TH ADDITION PRELIMINARY PLAT ENGINEERING P.O. Box 2-49 1censed Profvss�onoi Tirmer under n Icws 12-011 A Pfo:ri, W1 55359 of khan State of Winn 0 0. 11 1 SERVICES, INC. 76-3-479-5172 z The Shelard Group, Inc CATE Erf DESCFdPWR Fax: 76.3-470-4242 DATE., Am E—Wald.- i F rnW.*n*00mp70rWn.t*TA 10/0a/12 OTSEGO,MN SHEET NO. 3 OF 8 SHEETS 10/08/2012 REVOONS I Moruck 14901 o0jen -1 - - I NOTES, L EXISTING UTILITY INFURRATION PER TOPOGRAPHIC SURVEY BY PELLINEN LAND SURVEYING AND RECORD PLANS - E!,VATt R SERVICES SHALE. BE I COPPER 3.SANITARY SEWER SERVICES SHALL BE 4 PVC SDR 26 4.EXISTING CURB BOXES FOR ALL WATER SERVICES NOT BEING UTILIZED SHALL BE L13WERED TO V FT BEL13W FINISH GRADE EX FM _ -- _ - Bow- K rop nut of 4tfdramt on nsrthoaatw r i on *'--e Pf ;�R* Pcrkww near e<" hwrst comsr of Lot G. E%--k +, KTrrRUDOE CROSS2NOS 6TH ,yrs M*H. do vtiei _ 968.41 (NAMM) INDICATES CtJRB BOXES TO BE LOWERED V BELOW GRADE. LOWER CCtJRB Box 1 � LEGEND EXISTING WA SERVICE Denotes exssUr @ spat eieyotion d 0+88 944. { k4H Denotes{anhala I SAN S1 RViC TYP °`'s ; 0+03 D TAHCE FROM DOWNSTREAM MH, TYP) � oar40 ULU X343.2 V54rE l>'�V€RT AT 45' BE lO 0O�CS Denotes iJverflow Control Structure i �IYD RIM= 4.5 H2 � Inv 951.41 RIM-95-5.5 1' Gia PER WATER SERVICE W 1- CB Denotes Gatch Basin -- - - -I I _ ENV=' 43.54 I TR y COR do 1" CURB STOP & BOX.(TYP), � h F TR T Inv�933. 9 aECT TO EX. wYkl, TYP FES }Q¢ Denotes Flared End seotion TR--955.35.3 6 1 1rsv�934.Q$ °` 946.0 fit=956.5 - -F' t CtHYD Denotes Hydrant a •- a s G`#3I`+�STRUCT OVER E )STING SAN SEV ER , a. .4H MH1 TR=955. • .81 MIA-950. 0 Denotes Light Pole LEI F1Tnv=945-0 =955.1 s I, ti-934,95: INV-9 (VERIFY)I F~~iVY954.5 8 �Irlr-• x.89 TR=955,8 rnv�951.14 0 CUT IN 8X4' SADDLE NORTH OF• N � Denotes Cate Vahre Inv=9 5, LQ*ER CURB BO }C =95� DIP LENGTH OF SAN SEWER � v--951.02 `I�.t-955.z 0-+23 I � Denotes water Services rnv�949.5dP1 Denote-s Electric pedistal rnvN, 9.2 LOWER CURB BOX EES a_ E3 Inv=948.66 0CS' Deviates Communication Pedistai TFC =956..3 Inv=944.78 - 984 Denotes exisbn contour line Inv =947-40 SE r d.I ! [ UTL T A Denotes Curb and Gutter Water Elevatio RIM =955,5 Inv=9507.1 t Cl 6/04/12 - Denotes Sanitary Sewer 1nv=950-565W 4 a Denotes Storm Sevier ., 7R=9 4 C r j' TR-95 29 9 Inv=94 i` 298 E1�y 5tst1C� 'r'e Uf) TR=954.3 �' a Inv=951 .23 , •I M -S, I F; = 957.3 t, lnv =933.55 jo U jo 60 90 2990} ,c 2 2991*'� *• ��----__----____ WETLAND 03 �'�j • C�.A Engif i rng 40 Lia r,cJ Ranruri I hereb cxMy Chet this pksn, spa,-,MeaUon or _ R'fJECr hlQ. P I o t8OD Pion~ t�k aerator, 6 , Tred by rU.FCA I a duly under tr �' ITT E D E CROSSINGS 1 1T H ADDITION P.Q. Sax 249 Ucemed ENGINEERING Vople PW-n, L01 a 9 of the Sto a nc1 r In ar unthe I ria SAN I T RY S EWER & WATER AIN 12-011 SERVICES INC. : 763-479-5172 �' The helyd rv�a Inc Dr4TE: ExT �a- 10/08/12 TSE O, �J N SHEET N F SHEETS 1010812012 E-F�a`k rn�+unpiono-co+x+n-cpm sac} SEWER SERVSCE near �cJih*Yak csrr'dr CSF Lcxk 1$, 61xk 4, _ ELE VAT[ ON MOR TO KnTR of E CR OSS 0I DWFK M 946 - �� CONSTRUCPROPOSEDTING HOME AT Dceot� � OM41 (r�„'.vW) .� - `��` i - - --- �95 IJOMlE TYPES _ 1s SE=SILT ENTRY c0ks +o aew 95(3 -- � tiQ. 3 1 } S€WO-SP#LT ENTRY WALKOUT nP OF FCUWMT04 air - - i Cbt L'), TFC =9 -.4 -Z ' 100 YEAR = 954.1 u.-eax.a xr0®e u:+.� 13"e g - 9 r� Inv= 3.2'71 � o NORMAL -i 946.8 J0 0 30 60 90 - } ( y CALL 48 HOURS BEFORE DIGGING, GORHER- STOIE ONE CALL 2 T'WIN CITY AREA 651-454-aa02 4 Mn. TOLL FREE 1 -Sao -252-1166 X953.5 GENERAL NOTES G= 57.1 G-957.7 I. EXISTING TOPOGRAPHIC AND UTILITY INFORMATION PER TOPOGRAPHIC SURVEY TE= .0 TF --958.-0- /G=957. l PREPARED 8Y PELLIhEN LAUD SURVEYING AND RECORD PLANS. -� 2. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVER�N114G CODES. LL= 54.t3\ LL=954.0 TF =957.7 3. THE CONTRACTOR SHALL TAKE ALL PR€CAUTIONS NECESSftRY TO AVOID 'O Sri' LL=953. s + k f PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION . , ti PHASES OF THIS PROJECT. TCONTRACTOR WILL BE FIELD SOLELY WO t^�0 ' % RESPONSIBLE E FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING - V DURIN6 THE CONSTRUCTION PHASES OF THIS PROJECT.. 4, THE CONTRACTOR MUST CONTACT ALL APPROPRIATE UTILITY COMPANIES AT ? {rjo,! LEAST 48 NOUNS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD 9 i - 3 . f LOCATION OF EXISTING UTILITIES. 1T SHALL BE THE RESPDSIBILITY OF THE - _ I ! _ {'v J �j' I CONTRACTOR TO RELOCATE: ALL UTILITIES WHICH CI]NFLICT WITH THE CY - 53.7 f ,� P�iOPOSED IMPROVEMENTS SHUVN ON THE PLANS. THE LOCATIONS [I SHALL r UTILITIES SHALL DE OBTAINED BY THE CONTRACTOR BY CALLING GOPHER a - + i STATE ONE CALL (L-800-252-1166). @• �'r HYDRI, _ - 4.5 ��/ 5, SPLFIETY NOTICE TO CONTRACTORS, IN ACCORDANCE WITH GENERALLY ACCEPTED Inv 54.41 ~' CONSTRUCTION 'PRACTICES, THE conTRACTQR WILL_ BE SOLELY AND COMPLETELY f - I RESPONSIBLE FOR CUNDITIONS UN THE JOB SITE, INCLUDING SAFETY ❑F ALL _ - - - -FR=955.3 �r PER5O IS A? }] PR€IPEFtTY I]LJRIF2G J'ERFpR'[ANCE THE WORK. THIS N1 Inu=933.93 REQUIREWORKINGMENT WIHOUR&LL ATHEPPLY CONTIN4iTHEOUSLY AND NOT BE LIMITED TO NOF��'.AL � - - S _ TR=955.3 �' G`1 O CONSTRUCTION REVIEW OF UUTY T E CONTRACTORS PERF13RMANCE ISENGINEER OR THE ENOT©CONDUCT INTENDED rnv=J34.€ � 6 {4 -1F" k TQ INCLUDE REVIEW OF THE ADEQUACY OF' THE CONTRACTOR'S SAFETY w� -- - - - MEASURES IN, 13N OR NEAR THE CONSTRUCTION SITE. " . ` C. THE CONTRACTOR SHALL BE RESP Dt4SIBLE FOR PROVIDING AND MAINTAINING ' } ` ., TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, =955.6 { ` f DIRECTIONAL SIGNS, FLAGMFN AND LIGHTS TO CONTROL THE P.DVEMENT ❑F =933•art, � 1 TRArFIC WERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL C[], ORM TO '' ' + APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTAT]Dtl STANDARDS, Ri =951 4.5 ��,�� , in. -y .89 dI THE CONTRACTOR SHALL RESTRICT ALL GRADING AND CONSTRUCTION TFC=955.8 Inv=951.14 ACTIVITIES TO AREAS DESIGNATED UN THE PLANS. In 95 15. 5 --15, 8. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. 8._955.2 THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDIN',ATING ALL REQUIRED nv=951 .02' • h.1 R M=9, 3 952 1 S131L TESTES AND INSPECTIONS WITH THE SOILS ENGINEER. S rn� -949•x- ' r -- �- -� ' j `. THE SITE HAS NOT NECESSARILY BEEN DESIGNED TO BALANCE THE ON-SITE =95 .3 MATERIALS. AFTER THE SITE GRADING IS COMPLETE, IF EXCESS SOIL MATERIAL E 19.2 EXISTS, THE CONTRACTOR SHALL DISPOSE Di:' ALL EXCESS SOIL MATERIAL e �' \ OFF -:SITE IN A MANNER ACCEPTABLE TO THE OVNER AND THE REGULATING =957'.5_. h.4 +�5w�sas.ss �` AGENCIES. = 5].$ LL=95,x. TR_ 956.3 i ` � \ c 10. THE EXISTING TC]PSDlL ON THIS SITE CARIES IN DEPTH. IT IS THE _ CUNTRACTOR'S RESPONSIBILITY THAT ALL SURFACE EGETATION AND ANY 944.78 LL =953.$ ' ` Inv 47.40 5F,et f TOPSOIL OR OTHER LOOSE, SOFT OR OTHERWISE UNSUITABLE MATERIAL BE Y yy REMOVED FROM THE BUILDING PAD &REAS PRIO;4 Td PLACEMENT OF ACHY 57.3 }(951,' x( ,57 .+'/{ (a TLOT 1 '` EMBANKMENT. IN 11, EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD AREAS SMALL BE -` -�' ` + ' later Elevation .- COMPACTED IN ACCORDANCE WITH TIME REQUIREMENTS ❑F THE QUALITY G4 6 � COMPACTION METHOD AS OUTLINED IN M.NIDOT 2105.3F2 {IFS AS DIRECTED SY +r +� ` `,�• tn=95 l � I /f / 1 2 THE SOILS ENGINEER, \ 1 y Inv- 5 4 1 95o -o ' I2l SHALL EXCAVATION COPPLETED ASPURPOSE REQUIR D BY SOILS HE SOILS ENGINEER. EMBANKMENT I MATERIAL PLACED IN THE BUILD]NG PAD AREA SHALL BE CDIJPACTED AS '' f a hy7 100= ,5 DIRECTED BY THE SOILS ENGINEER. _ l 13. TOLEftA]'CES� n6.4 V = 9� .6 l a.AREAS VHICH ARE TO RECEIVE TOPSOIL SI -ALL BE GRADED 70 WITHIN 0.30 Ct�_ l`130T' ABaV'E OR BELOW THE REQUIRED ELEVATION, UNLESS DIRECTED BY THE "IN 5 b.TOPSO[LENGINEERSHALL BE GRADED TO PLUS OR MINUS 34 INCH OF HE SPECIFIED ' lt• 5 14. ALL DISTURBED UNSURFACED E +� 31� THICKNESS. - AREAS A, E TO IKMEDIATELY RECEIVE FOUR INCHES 13F TOPSOIL, SEED AND KUL.CH AND BE WATERED UNTIL A HEALTHY 1, M `a STA14D OF GRASS IS OBTAINE11 cbT - +1, �• 15, PROPOSED] CONTOURS ARE TO FINISHED SURFACE GRADE. THE CONTRACTG4 SHALL PROVIDE DEVATERING AS REQUIRED TO COMPLETE THE ` - 29 8 `{env=9 5 Ifs, SITE GRADING CONSTRUCTIC}2T ORAS DIRECTED BY THE SOILS ENGINEER. I , U)917. BUILDING PADS SHALL BE CONSTRUCTED OVER THE EUTIRE WIDTH OF THE LOTS. - _ 16. VERIFY ALL SEVER SERVICE INVERT ELEVATIONS PRIOR TO CONSTRUCTING \ , . y t,�9 _ - - - - HOMES AT ELEVATIONS AS PROPOSED ON GRADING PLAN. ` R YJ5 5 %r / 9S7 •� ,5' 1 ._ _ _ _ _ 19, CONTRACTOR SHALL. LIMIT CONSTRUCTION EQUIPMENT CROSSING OF 74TH - 1 STREET TO ONE LOCATION. THAT LOCATION SHALL BE ADEQUATELY PR13TECTED co TO MINIMIZE ]DAMAGE TO THE EXISTING PAVEMENT & CURB, s4 - 1 CAUTION NOTES, THE CONTRACTOR IS SPECIFICALLY CAUTIONEDGWN THAT THE LOCATPLANSION AND/OBASEDR RECORDSELEVATI4OFOTHEXISTING V�ARI❑US UTILITIES UTILITY COMPANIES AND, WESEHERE POSSIBLE, '� TR -957.3 F'IEASUREVENTS TAKEN IN THE FIELD. THE INFORMATION' IS NOT TO BE RELIED ON AS tnv=933.85 BEING EXACTOR COMPLETE. 99 - - - - - _ _ _ _ _ THE CONTRACTOR MUST CONTACT ALL THE rAPPROPRIATE UTILITY COMPANIES AT p - - - - - - - - LEAST 48 HOURS KFURE ANY EXCAVATIO14 TO REQUEST EXACT FIELD LOCATION [IF CD } ! UTILITIES. I7 SHALL BE THE RESPONSIBILITY OF THE CDt4TRACTOR TO RELOCATE r5, ALL EXISTinG UTILITIES WHICH CONFLICT WITH THE PRUPI]SED IMPROVEMENTS (_0 SHOWN ON THE PLANS. THE LOCATIONS OF SMALL UTILITIES SHALL. BE OBTAINED BY -� moo, THE CONTRACTOR BY CALLING GOPHER STATE ONE CALL AT 800-252-1166 D.R 1' 651-454-0002. s C":1 FnIr,_, r,,nij eLsInd Flann.ng e y +rte s p n, V Pe. or PRWECT NO: CAS PION 18� Wiser rr�Fc Cenker� re�rvrl s been prepared by me or under nV bract s up=lc,n 4' L a m a dui, F I T T F EDGE CROSSINGS 1 I T FCADDITION GRADING PLAN P.O. Bax 249 C�nsed Proles MI n�e&r unddr I*ws FA 12-011 ENGINEERINGl �� # � or tr�� �t�t� �t �� a SERVICES, INC. ,I3r►�,« } -479-5172 - The helar�d Group, Inc H0. Dr�kTE BY �I Fax: 75.3-479-4242 10/08/12 � � � J �I ,+ } TIE 1010812012 $ ,� REVrXM E-Mc,V: mcompton0carWonerrg.,C�,rn k+p 'n f ,9901 Cyto; , MSHEET No. 6 F X67 SHEETS EROS ION#Sl LTA T10N COti T RO Is Yater Elevation on 6/04/2012=945.1 I. ALL ERC3SIC3;d CONTROL AND SIIyTATION Cf3NTRC)L °44'ILLCC3N1Pi:Y 14'1TH I1ilN'rtiESC3TA`S BEST MANAGEMENT PRACTICES MANUAL AND REGULATIONS OF THE CITY. 2_ THE CONTRACTOR SITALL BE FAN SILTARNVI[TII AND FOLLOW ALL RIEQUIRE?+TENIS OF THE MPC'A \PE)rzS PILAS E 11 PERMTT FOR CON STRi.:CTION ACTIV'P ITIFS F CLL]DIN G RUT NOOT I NI ITF13 TO. WE LIQ LY F: ROS ION --- CONTROL INSPECTIONS, INSPECTION AFTER 63RATIN`FALL OR MOREAND UC?C'UNIENTATTQNT OF ALL CORRECTIVE MEASURES_ BY BECHNNI G CONSTRUCTION, THE CONTRACTOR ACKNOWLEDGES THE 4 -946 TERMS OF THIS PERMITAND AGREES TO ABIDE BY THEM. 3. T E CONTRAC CC)R SHAL1. PF C{FORM ANY CORREC F1 VE 1%1EASURE9 ORDFRED BY THE C[TY OR THE 11IPICA WITHIN 24 HOURS OF° NC)TIFiC'ATION. ALSO, ADDITIONAL EROSION CONTROL MEASURES DEEMED NECESSARY BY FIT] [ER THE CITE' OR TRE '.1 PCA SHALL BE INSTAL[ -ED W1 THl N 24 HOURS OF'' NOTIFICATION.. 4. AINY DFFOS1TING OFSILT ORMUDON NEW OR EXISTUNG PAVEMENT, TNI TEMPCR-AR.Y SEDIMENTATION•� - - r - - �- '-� - �- BASEN S, OR IN EXISTING STORM SEWERS OR SWALE-S SHALL BE REMOVED AFTER EACH RAID ASND � AFFECTED AREAS CLEANED. 5_ T13E CONTRACTOR SI[ALL ASSUME COMPLETE RESFC}NSil31LiT'f FOIA CO�ITRC}LLTI�+Cr r�L1 SIi 7r�71C3�T 949 - �' �` ENCLUDING BUT NOT LIMITED TO STAKED STRAW DALES, ROCK EN-rRr%.NCES A,ND.011 SILT FENCES. 946 - -._ -� CONTROL SHALL C`O's MENCENWITI GRADTNO A-N'D CONTINTUE TTIROUCaHOUT TILE PROJECT UNTIL. �x e �, `" -- ACCEPTANCE OF THE WORK BY THE C3Vk'NERS_ THE CONTRACTOR'S RESPONSIBILITY INCLUDES ALL JO �' _ �- -� DESIGN AND IMPLEMENTATIO AS REQUIRED TO PRE�'L•:TT EROSION AND THE DEPOSITINTO OF SILT. TF [E '.'-95 ~ `�� •!� ` "` `� `` 9_� _ _ --- POROTECT PRC. H -H D lR. OPTION DIREC'T�THE CON -17F ACTOR IN I[1ST-ITER METHODS AS DEEIMED FIT TO €s. AW DEPOSITING OF SILT I�! S�YAI_fF S SHALL 13I! l�E�iC}�'E{] AFTER EACH Rik N1 AND AFFECTED AREAS �� � __ � � � �` t4 j �~ �� � -� � �r � -� -� �• _ CT-EAIvEI] TOiFiE SAT ISFr1CIlON OF" T1iF C���'r�F.R, A4�[. AT THE EXPEItiSE OF THE COYIRACTO;L THE SILT `- 950 �, FEItiCES SI FALL BE RESI OVED AND THE SILT RF-iMOi; F.D FROM THE PON D1NO AREAS BY THE CONTRACTOR - -x- - ! .,f 51 t F�4. 111 4 AFTER THE TURF IS ESTABLISHED. - �- Ir � YEAR - 950.E T. THE CONTRACTOR S[IALL BE RESPt7:�T5i[3LE FOR CO\fPLLA1tiCE '«�IT7[ AND �iCk�.T1TORrN THE �� 1 - I�EQUIRL.AFNT OF THE N1 A CaERleIFT. NORMAL - i• R. ALL, DISrURBED AR FAS, F4CEPT S1DE11 ALK AREA, SHALL BE RESTORED-MTH A MINIMUM4INCHES f TOPSOIL, SEEDED AND MULCHF. L3 WITHIN' 7 DAYS OF COMPLETION OF SFrE GRADING- SEEDINGSHALL BE ,�15 2S � � 'y r � '�3 � IN ACCORDANCE WITH \1LN'DOF SPECIFICATION 2173't1 N-) LES,?ACRE kORAPPRO'�JED EQUAL)_ f)OR.%-bkNT fes ' E' " I f { J SEEDUNG AREAS SHALL FSE SEEDED AND MULCHED lig! ACCO RDANCE %1`ITH AIN DOT SPECIHCATION S, r Ti ! f STR 1V r�SULC}i[tiG QT] � TTIT�' I[ALL TJE TiVO TONS PER ACRE, FERI ILIZF R (13-0-10) SHALT, RFA PPI -If D AT : [ 0 S ,r , �Y f A RATE OF 400 P(]UNDS PER ACRE (SCAN I -3F 0\1ITTF 0 1N LANDS CAPED AREAS 1F LANDSCAPED SEEDIItiG IS f DONE CONCURRENTLY). f r y 9, CONSTRUCTION SHALL PR.00`E ED IN THE FOI,[_OWI NG SEQUENCE: 1 f \ f a- ENGINEER SHALL SCHEDLTLE A PRE-CO'STRUCTION . fFFTII TT \�TM TIdE CITY. v b_ INSTALL EROSIONT CONTROL MEASURES AND ROCK CL7NSTRU RUC -TION ENTRANCE. � r e. CONTACT CITY FOR APPROVAL OF EROSION CONTROL. INSTALLATION. 95�J• - --- _ ,� "� + d- CONSTRUCT TEMPORARY DRAINAGE ,RITC'I1ES SN'4�ALES_"ST01C�T SERVER TO DIVERT SURFACF RUNOFF G7--: 7. _ TO TEMPORARY SEDIMENTATION FC}NDS_ G-957. _ c N c. NIAINTATNT F-ROSION MEASURE, 1 E. SILT FENCE, ROCK CSC NSTRUCT[ON ENITR.��1tiC`E_ f MAINTAIN ALL TEMPORARY SEDIENr'TATION PONDS_ COMPLETE SITE ,�NC 6RADING TOLERr G. " � hS/ g. I1� STALL SEED ALtiD MULCH . ON AREAS THAT ARE NOT TO LSE YARD SURFACES. LL=954.(}\ LL=954.0 TF -957.7 •� 1 / 10•SL(iPE PR[7TEGTIC? T AND EI CIS[€] T C{ ;�tTAfIL SHALL BI: DONE [N ACCORDA CE WITH SECTION 02370 SEWS `� ` SEY�I LLQ . 9 / I .f SLOPE PROTECTION. EROSIONI CO TTROL AND STORM WATER POLLU F IDN PFtF�VHNITION PLAN SOF TH F, e I '. ` y PROJECT SSAN-LFAL. 00 2F' `]' } r 11 -AL L STORN f Sl;�'�'ER INLETS AND FLARED END SECTIONS S1IAL L ISE ADEQUATELY PROTECTED UNTIL, ~.9 'r, { 1 ALL DISTURBED AREA'S ARE STABILIZED - L . .� 12. STOCK FILE AREAS NVHICH REMAIN ON THE SITE FOR MORE TRAN SEVEN DAYS SHALL. BE SEEDED, �3 i�CI IED, AWE) SURRO nl �[ e1<` sl[ T FLI c E. f 13, TEMPORARY ANTI) PERMANENT SFDI\1F 11"ATION PONDS, AT LOCATION SELECTED BY C]��'NFI , SHALL L - ' ! I BE CONSTRUCTED NMI[ THE FNITIAL. GRADING. THIi SEDILMEN UST BE REMOVED FROM THESES PONDS. y '� � { I TLS NECESSARY, PRIG TO COM PLETTOINT OF T1 IF PROTECT. I i 4 LT. B[O LOGS. SHALL BE TN STALLED AT PIPE INLETS A'4iD p1T[ LlrTS U'M FFIL RIFF AP IS INSTALL D. 15.1 N[7IVIDLIAL. F ROSI.0 I CONTROL PLANS �i7LL BE REQUIRED FOR LOT BUILDERS AT THE TIME OF TIONIE "' r `` CONSTRUCTION. f LG. i ti ST`AL1, SI LT FEi�CE AROUN D FOND UPO`I COMPLETION OF GRADING_ ' ASF i' SF - FII - {i. `� g. L 7.TIIE CONTRAC`TC7R, AT NO ADDITIONAL CONTPEN SATION, SHALL BE RESPONSIBLE FOR SUPPLYING AND / cJ� �. �- -1 I� - � l�` / t•,r� � � � � � I�T$TALLTtiCa TBE Si�'PPP �i,41L >30N. 1 T -TR -955,3 Cry 18_ALL 1::SPECTIC)N5 AI;D SiAiN`TENTANCE CC31TDLICTED DURitiCz CClNST]tU+LTIC]wT S1UST SE Ft ECC)RDED IN �s� _ I v=933.93? ` '��`RMNG A�N R D THESE ECORDS S' UST BE RETAINED AV TTT TIIE S\t TPP AND .\$ADE ,1E'4 AI L -ABL, F \N'I CHIN 2'4 HOURS OF BEINGREQUESTED_ RECORDS OF EAC'}f E;vSPECTION r4ND N1AINTJ=i+tANCF ACTJVITY SHALL -S- ('DTR=95-. _ - - - G 7 INCLUEa> : Inv=934.08 �� `' L DATE AND Tl'�lE (J F' INSPECTION _ `1 - - _ k�� F' `� ism -, I} I h. z�T �I� oI PFR I co [ u+cT1 [�.' PECT10. =934.1 i .? \ iSw. '. S 1 ti 1 � c. HN OF INSPECTION, INCLUDIItiG RECONIMENDAT1O'ti S FOR CORRECTIVE ACTIONS, .,�,..._ it 956 TR�955,3 '' fnv,951.14 In ---'45 95- E C-957., � G=957.5 TF -957 TF= 9 57. 8 LL= 95,3. L1=953.8 I Xf 57.,3 yC9� X 'N, � ` -� I CAMPION ENGINEERING 0XI ey DE!X*WTW SERVICES, INC. R R-9-55.2 R'•1=9L ' 9 v -94 3 - ~9.28 ES f FMS ; i ti �v=°48.06 Qv 47.40 SE 1 01 N\ T LOT A N.1 `'� Water Elevetio .: -,�,� =s .-, 6/'04/12 Inv= 5 1 N f .. 100 YR=E 51.5 OFMM NA EDEN PFLAtMF- WPI 5W" FHCWE r V FRRGfS"r CO fiaT 1 C*NTACF. PHONE rarer CONTPACrMb FRIAKcr FWNE MAWSEM* MCMERWI3 SEWCES ADGRESS, 1840 PKVAM? cmc AWCE M MN 55,159 P*nr,'E nMAASEF?, 763-479-5t72 Top nsA 0 R drant 4n rl-'6$0 o ^Tar sa=0 cvrrser cFCnd"sip, -12 siPx12vy KnTP1M<;E Cfi4S5L`w`W 6TH N7DFW14. Dnmt�on d Sta.41 (tWoTIas) '+ *MUST VMFY SEWER SERVICE ELEVATION PRIOR TO CONSTRUCTING HOME AT PROP1 SEO ELEV. •LEGEND5 DEr TEs k p t moriwiim F'R- FU BASEM EN T _-- - SF-DEMM SFLT CE LLT -LrOD1F1E3L 34S OUT say•� --------------- DEWTES ouMCT S£ -SPILT ENTRY ----___- WS'iLT ENTRY WALKOUT S [F CthA4GE O 3Q 60 90 SCALE I_ - 30• • C..l Eriqir-eE rn2 6"nd P'a,inirg I he certify that Mai plan. apxdfr�tTcn car reptxt� , ,arod that �,e U r my[� ITTRED E CROSSINGS 11TH ADDITION STORM WATER POLLUTION ��al�cr rlv. 1 Purr 4S Geratcr. gee-nz �suppaary rk�n or►d khat I am a duay PREVENTION PLAN 12-011 R.U. 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DI&IIJYCV 2141M Iwmj go [M-10 WON .x Idtj rul"-QAsx-io-I 94 "A535 HW ;/L rCWI L ai I 3#�JS Cd WV, maux] ooz 'ON 30qd (18WIWIS 3nT33 C -N TI—VI30 30IA83S UTLYM 'St TSA 3--rL 11 3-,tQ onyij W13 Ali oiridms) SUAM00 Cn V SL2'�3S 43do_j lAYH 1-"W� S44M-T'J�3 N-RiOA G31V:*1 S)iOja CtM IIY t310H M -FA AM I Ik F Ir KOILYJ SIM X0-3 ff�r,3 CON hC-S'OU0 3E p Sy Tu WR 031M."e4f Will 01 03.1snrloir 39 01 koa al�n3 J:) LRI543" KITTRIDGE CROSSINGS 11TH ADDITION Cw4o-c44 iron rnonwr.enl ro,jad 0 Dcnck" 1/2 I-nOi by 14 lmh Iron p�po ast rni:rk*4 by Ucqrrsip No. 2t320- Dro'agge on -i WVV tzovornu.tv or* #hown thue: 1 5 feet In iaAth orO *<FjkWrR kA Into end " 10 (44t In WtNh and str4st r1ghA of W-ev gnis unhill Tnd'cated C -f% the FA-34- VICIN[TY MAP SeWon 26, To*nO.Tp 121. ROLLV-0 24 NCA to 60111 SUM K WMn-V,Z CR4SSM"W9 Vtvi AaXM7.� ? 0 72.00 1CO-00 10 63.16 0-00 --7 0 ell 410 /Vo L ro S -C -W.5: I In -ch SO feet 'j E3LPCK I/ 1 WL-- 1 41 t N% L- - - - -- A-5*4 5'12" Th -5 vrTerktuUon of UT -1 � ohavn o4 F'qt 11Titf," 1 " rb W19 L -- - L- - L-28-20 [-re b-0 F I'l oar I h 0 north fOX-ol A c1 KfIIREDGE CROS'SMS 51H AWfW 1q. % Koh It, 4ri1.trned to hairs <i teGiir.4 of N*8*51 #2 VE. 72.01 47.80 L e�6 ,,Z< �irq ej N*Mlvest carver of %L H9010010" 11 a, so 10 -! -------- 00:*t S. Kfff REVOt CROSS'SGS 6rH ADofnoN A- 17,,�Oeo, A- -Y. ! - - 17 Cw4o-c44 iron rnonwr.enl ro,jad 0 Dcnck" 1/2 I-nOi by 14 lmh Iron p�po ast rni:rk*4 by Ucqrrsip No. 2t320- Dro'agge on -i WVV tzovornu.tv or* #hown thue: 1 5 feet In iaAth orO *<FjkWrR kA Into end " 10 (44t In WtNh and str4st r1ghA of W-ev gnis unhill Tnd'cated C -f% the FA-34- VICIN[TY MAP SeWon 26, To*nO.Tp 121. ROLLV-0 24 NCA to PELLiNEN LAND SURVEYING, IING HL.ITCHINSON MN $7- L d A APO - A I *.&OUTLOT A drid uki-ity *-Olt oil t _j -,P , . P'WW't 1120.02 ��+ 1 j -. 1�4 01 2&00 35-00 Ao A-7" f 4'3 ir R-1400 R-280.00 L-19-69 L-33.40 411 Q') Fq "4j KNOW ALL MEN Erf THESE PRESENTS: Thot Shelord Ccprtol Inveatments, Inc, a Minnesota corporation, fea owner of the follovOng desalt scl Property sitvoted In the County of Wright. State of Minnesota. to wit. Lots 1. 2. 3 and 4� B!ock 1. Lots 1. 2 and 3. Wock 2. Lots 1. 2 and 3. 1311*ck 3. Lots 1 and 2. Stock 4, Lots 1, 2 land 3, Block 5 Arid Outlot A. oll In KITTREDGE CROSSINGS 5TH ADOMON, according to the recorded plot thereof. Wright C*vnl�y. Mnnesoto. Also, that part of Outlet 13, of sold K?TTREOGE CROSSINGS 5TH ADDMON, described as to!lows: Npinning 4t the northwest Corner of "Id Outlet B, thence South 00 degrees 58 minutes 00 seconds Eort, assumed beorl,nthong the went line of 301d OvIlot 8 150.00 feet; thence ork h 90 degrees 00 m1mulas 00 ssr.,onds EQst 120.02 feet; thence South 75 degrees 12 rn!nutes 08 se-conds Ust 28-00&t; thence South 50 d ees 05 minutes 46 seconds East 35-00 feet; thence South,22 degrees 53 milnutes 57 seconds Eost 31.75 feet to the intersection w1th the southwesterly prolongale sov lon of the line of Lot 3. 61ock 5 of said XF[TREGGE CROSSINGS 5TH ADDITION; thence North 71 degrees 45 minutes 27 seconds East along sold zomthwaster:y pro.I theon tio�n, clang acid sotjtheaatarly kine of Lot 3, Block 5 end along the northeasterly proloriqoUon of said southeasterly TIne of Lot 3, 8!ock 5 a distance of 150.00 feet to the northerly On"0of sold Outlok B; tthenca north-Kesterpy and westerly, along said northeny line of Outlot 8 to the }point of beginning. Has caused the *oma to bo surveyed and platted os KITTREDGE CROSSINGS I i TH A0131" {ON. and does hereby donate and dedicate to the p ubric, I*r public use the eo5ementz for <rolnage and utility perp -oras as creatad by this plot. In witness whereof said Sheland Capitol Invastments, Inc., 0 Minnesota corporation, has caused these presents to be signed by its proper officer this - day of IF 2 1 Sholard Ccp7tcl Inve!Amentq, Inc, BY its STATE OF MINNESOTA COUNTY OF Tho foregoTng Instrument was ackno-oledg4sd before me tris do of 20-, by of Sheard Capitol InverAments, Inc.. a ?Alnnesoto corporation, on behalf the corporotlon, (S1,9noture) (Name Printed) Notory Public, C*unly, Minnesota. IAY Commission expires 1. Jeffrey R. Rausch do ?�ereby certify that this plot was prep-ared by me or under my direct sup"ston; thot I am o duly Licensed Land Surveyor In the State of Vninesota; that this plot is a correct rapTasentation of the boundary survey, that 011 m<Ahernatico3 data and labels are correctly designated on thla plot, that ell monvi-nants depicted on the plot have been. or will be correctly set miLhin one year; that ail water boundaries und wet lands. itis defined In Wnri4asota Statutes, Section 505,0t. SutW. 3. as of the date of this cqrtrrjcaLe are shown ond labeled on this P-'Ot. and all public ways are shown and labeled on this plot. Doted this . day of r 20-. Jeffrey R. Rouseh, Lle-sn3ed Land Surveyor Minnesota License No. 24329. STATE OF MINNESOTA COUtffY Or MEEKER The foregoing SVNeYOT's Certlficcte was acknowledged before ma this - day of Wen4dy S. Rausch Notary Public, Meeker County, Minnesota. My icornmis-slon expires January 31. 2015 20- by Jeffrey R. Rousch, Lond Surveyor. Minnesota License No. 24329, C(7y COUNCIL. CITY OF OTSEGO, MINNESOTA This plat of KITTREDGE CROSSINGS 11TH ADDITION wos approved cnd accepted by khe City Counc;l of Otsego. Minnesota. c t a regular rn eetTng thereof held thTs - day of , 20-, and sold plat is In compliqnce With the proyWons of MInnesoto Statutes, S"Con 505.03, Subd. 2. BY Mayor. Attest: Clerk. 60111 SUM K ? < e WL-- 14TH ST W N% W I h are by certify that in accordance with Minnesota Sto tut,", Section 50-5 02 i, Subd. 11. this plot has heart revia owed and approved this day of 20 - ?QTH $MET Ne PELLiNEN LAND SURVEYING, IING HL.ITCHINSON MN $7- L d A APO - A I *.&OUTLOT A drid uki-ity *-Olt oil t _j -,P , . P'WW't 1120.02 ��+ 1 j -. 1�4 01 2&00 35-00 Ao A-7" f 4'3 ir R-1400 R-280.00 L-19-69 L-33.40 411 Q') Fq "4j KNOW ALL MEN Erf THESE PRESENTS: Thot Shelord Ccprtol Inveatments, Inc, a Minnesota corporation, fea owner of the follovOng desalt scl Property sitvoted In the County of Wright. State of Minnesota. to wit. Lots 1. 2. 3 and 4� B!ock 1. Lots 1. 2 and 3. Wock 2. Lots 1. 2 and 3. 1311*ck 3. Lots 1 and 2. Stock 4, Lots 1, 2 land 3, Block 5 Arid Outlot A. oll In KITTREDGE CROSSINGS 5TH ADOMON, according to the recorded plot thereof. Wright C*vnl�y. Mnnesoto. Also, that part of Outlet 13, of sold K?TTREOGE CROSSINGS 5TH ADDMON, described as to!lows: Npinning 4t the northwest Corner of "Id Outlet B, thence South 00 degrees 58 minutes 00 seconds Eort, assumed beorl,nthong the went line of 301d OvIlot 8 150.00 feet; thence ork h 90 degrees 00 m1mulas 00 ssr.,onds EQst 120.02 feet; thence South 75 degrees 12 rn!nutes 08 se-conds Ust 28-00&t; thence South 50 d ees 05 minutes 46 seconds East 35-00 feet; thence South,22 degrees 53 milnutes 57 seconds Eost 31.75 feet to the intersection w1th the southwesterly prolongale sov lon of the line of Lot 3. 61ock 5 of said XF[TREGGE CROSSINGS 5TH ADDITION; thence North 71 degrees 45 minutes 27 seconds East along sold zomthwaster:y pro.I theon tio�n, clang acid sotjtheaatarly kine of Lot 3, Block 5 end along the northeasterly proloriqoUon of said southeasterly TIne of Lot 3, 8!ock 5 a distance of 150.00 feet to the northerly On"0of sold Outlok B; tthenca north-Kesterpy and westerly, along said northeny line of Outlot 8 to the }point of beginning. Has caused the *oma to bo surveyed and platted os KITTREDGE CROSSINGS I i TH A0131" {ON. and does hereby donate and dedicate to the p ubric, I*r public use the eo5ementz for <rolnage and utility perp -oras as creatad by this plot. In witness whereof said Sheland Capitol Invastments, Inc., 0 Minnesota corporation, has caused these presents to be signed by its proper officer this - day of IF 2 1 Sholard Ccp7tcl Inve!Amentq, Inc, BY its STATE OF MINNESOTA COUNTY OF Tho foregoTng Instrument was ackno-oledg4sd before me tris do of 20-, by of Sheard Capitol InverAments, Inc.. a ?Alnnesoto corporation, on behalf the corporotlon, (S1,9noture) (Name Printed) Notory Public, C*unly, Minnesota. IAY Commission expires 1. Jeffrey R. Rausch do ?�ereby certify that this plot was prep-ared by me or under my direct sup"ston; thot I am o duly Licensed Land Surveyor In the State of Vninesota; that this plot is a correct rapTasentation of the boundary survey, that 011 m<Ahernatico3 data and labels are correctly designated on thla plot, that ell monvi-nants depicted on the plot have been. or will be correctly set miLhin one year; that ail water boundaries und wet lands. itis defined In Wnri4asota Statutes, Section 505,0t. SutW. 3. as of the date of this cqrtrrjcaLe are shown ond labeled on this P-'Ot. and all public ways are shown and labeled on this plot. Doted this . day of r 20-. Jeffrey R. Rouseh, Lle-sn3ed Land Surveyor Minnesota License No. 24329. STATE OF MINNESOTA COUtffY Or MEEKER The foregoing SVNeYOT's Certlficcte was acknowledged before ma this - day of Wen4dy S. Rausch Notary Public, Meeker County, Minnesota. My icornmis-slon expires January 31. 2015 20- by Jeffrey R. Rousch, Lond Surveyor. Minnesota License No. 24329, C(7y COUNCIL. CITY OF OTSEGO, MINNESOTA This plat of KITTREDGE CROSSINGS 11TH ADDITION wos approved cnd accepted by khe City Counc;l of Otsego. Minnesota. c t a regular rn eetTng thereof held thTs - day of , 20-, and sold plat is In compliqnce With the proyWons of MInnesoto Statutes, S"Con 505.03, Subd. 2. BY Mayor. Attest: Clerk. %PJGH7 COUNTY RECORDER I hereby certify that this instrument was filed In the office of the County Recorder for r-eccrd on thTs � day of 20_, at - o'clock and xhas duly recorded in Cobnet No. , S!40OVe - -# as Docvrnerit No. Wright County Recorder ? < WRiGHT COUNW SURVEYOR N% I h are by certify that in accordance with Minnesota Sto tut,", Section 50-5 02 i, Subd. 11. this plot has heart revia owed and approved this day of 20 - Wright County Surveyor V 0 10iRIGHT COUINTY AUD90R Pursuant to Minnesoto Statutes, s-,cilon 272-12, there ore no delinque-nk taxes on the land herain4efore described on this plot and transfer cribafed thts-doyctf 14 Wright County Auditor Deputy WRIGHT COUNTY TREASURER Purauomt to Mlnnesoto Stututee, Section 505.02t, SljW- 9, taxes payable for the yaLor 20- on the fond hereinbefore described have been paid this day or NO C) rr Wright County Treasurer Deputy %PJGH7 COUNTY RECORDER I hereby certify that this instrument was filed In the office of the County Recorder for r-eccrd on thTs � day of 20_, at - o'clock and xhas duly recorded in Cobnet No. , S!40OVe - -# as Docvrnerit No. Wright County Recorder DEVELOPMENT AGREEMENT KITTREDGE CROSSINGS 11"' ADDITION AGREEMENT entered into this day of October, 2012 between the City of Otsego ("City"), a municipal corporation organized under the laws of the State of Minnesota, and Shelard Capital Investments, Inc., a Minnesota Corporation ("Developer"). I. Request for Plat Approval. The Developer has requested that the City approve a plat entitled 10TTREDGE CROSSINGS II"' ADDITION (referred to in this Agreement as "the Plat") and legally described as follows: (See attached Exhibit A) The plat contains ten (10) single family residential lots, as well as one (1) outlot for stoniiwater management purposes. The plat is located within the City's West Sewer District, is zoned PUD, Plainied Unit Development District as approved by Ordinance adopted by the City Council on May 1, 2003. The Final Plat for KITTREDGE CROSSINGS 5"' ADDITION was approved by the City Council on July 12, 2004 KITTREDGE CROSSINGS 11"' ADDITION is a re -plat of a portion of the previous KITTREDGE CROSSfNGS 5" ADDITION. 2, Conditions of Plat Approval. The City hereby approves the plat on condition that the Developer enter into this Agreement, famish the security required by it, and record the Plat with the Wright County Recorder or Registrar of titles within one hundred (100) days after the City Council approves the final plat. The Developer shall cooperate with the City in recording the Plat and all required additional deeds and documents and providing assurance that the Plat and all required documents have been properly and timely recorded. Any restrictive covenants for the Plat shall be submitted to the City Attorney for approval and shall be recorded prior to sale of any lots within the Plat. 3. Right to Proceed, Within the Plat or land to be platted, the Developer may not grade or otherwise disturb the earth, remove trees, construct sewer lines, storm sewers, water lines, streets, utilities, public or private improvements, or any buildings or sty etures until all the following conditions have been satisfied: 1) this Agreement has been fully executed by both parties and filed with the City Clerk, and all conditions contained in the Agreement have been inet, 2) the necessary security has been received by the City, 3) the Plat and this Agreement have been recorded with the Wright County Recorder's Office, 4) The Developer has initiated and attended a pre-consti-Liction meeting with the City Engineer, and 5) the Zoning Administrator has issued a letter that all conditions have been satisfied and that the Developer may proceed; or until such time as approval to comic -fence earlier construction is specifically approved by the City, and Developer has fully complied with all conditions set forth by City staff. 4 'Sanitai-y Sewer Seivvice Allocation,, Allocation of sanitary sewer service has already been made for this Plat in the previous approval of KITTREDGE CROSSINGS 5t" ADDITION. The allocation of sanitary sewer service previously approved does not occur until all required security has been posted. 5. Changes in Official Controls. KITTREDGE CROSSINGS 11 a, ADDITION is a planned and staged development within the meaning of Minn. Stat. 462.358, Subd. 3c, and no amendment to the City's Comprehensive Plan or other Official Controls shall apply to or effect the use, development density, lot size, lot layout, or platting requirements for future phases of KITTREDGE CROSSINGS 11" ADDITION for a period of five (5) years. Thereafter, notwithstanding any in this Agreement to the contralT. to the full extentpermitted by State law, the City may require compliance with any amendments to the City's Comprehensive Plan, other Official Controls enacted after the date of this Agreement. Thisprovision does not apply to regulations or Official Controls related to park and trail dedication or any fee established by the City chargeable to the Developer for municipal costs arising from said future phases. 6. Development Plans. The Plat shall be developed in accordance with the plans on file at the office of the City Clerk and the conditions stated below. If the plans vary from the written terms of this Agreement, thewritten terins shall control. The plans are: Plan A Final Plat, KITTREDGE CROSSINGS 11"' ADDITION, dated , 2012 prepared by Pellinen Land Surveying. Plan B Grading, Drainage, and Erosion Control Plan prepared by Campion Engineering Services, Inc. and as finally approved by the City Engineer. Plan C Construction Plans for KITTRE-41)GE CROSSINGS I I"' ADDITION, prepared by Campion Engineering Set ices, Inc. and as finally approved by the City Engineer. Plan D Specifications for KITTREDGE CROS SfNGS 11"' ADDITION, prepared by Campion Engineering Seivices, Inc. and as filially approved by the City Engineer, 7. Im.pi-povenieats. The Developer shall install and/or pay for the following: A. Streets B. Street lights C. Site grading and ponding D. Underground installation of all utilities E. Sanitary sewer lines F. Water lines G. Storm water management improvements H. Setting of lot and block monuments I. Construction surveying and staking J. Traffic control signs Improvements shall be installed in accordance with City standards, the City Code, and the above -referenced plans that have been furnished to the City and approved by the City Engineer. The Developer shall obtain all necessary permits before proceeding with construction. The City shall provide adequate field inspection personnel to assure acceptable quality control, which will allow certification of the construction work. The City may, when reasonably required to do so, and at the Developer's expense, have one (1) or more City inspectors and a qualified engineer inspect the work, Within thirty (3 0) days after the completion of the improvements and before all retained security is released, the Developer shall supply the City with a complete set of reproducible "as constructed" and an electronic file of the "as constructed" plans in AutoCAD.DWG file or a,DX F file, all prepared in accordance with City standards. Before the security for the completion of utilities is ffilly released, iron monuments shall be installed in accordance with Mimiesota Statutes 505.02. The Developer's surveyor shall submit a written notice to the City certifying that the monuments are installed following site grading, utility and street construction. 8. Coiiti-tactoiqs/Stibcontiqactoi-s. City Council members, City employees, and City Planning Commission members, and corporations, patinerships and other entities in which such individuals have greater than a twelity five percent (25%) ownership interest or in which they are an officer or director may not act as contractors or subcontractors for the public iinprovements identified in Paragraph 7 above. 9. Pei-mits. The Developer shall obtain or require its contractors and subcontractors to obtain all necessary permits, which may include, but are not limited to: A. Wright County for County Road access and work in County right of way. B. MT for State Highway Access C. MIT for work in right of way D. Mirniesota Department of Health for watermains E. MP CA NPDES Permit for construction activity F. MPCA for sanitary sewer and hazardous material removal and disposal G. DNR for dewatering H. City of Otsego for building permits 1. City of Otsego for sanitary sewer comiections J. City of Otsego for retaining walls 10. DeNvatering. Due to the variable nature of groundwater levels and stormwater flows, it will be the Developer's and the Developer's contractors and subcontractors responsibility to satisfy themselves with regard to the elevation of groundwater in the area and the level of effort needed to perfolin dewatering and storm flow routing operations. All dewatering shall be in accordance with all applicable County, State, and Federal rules and regulations. DNR regulations regarding appropriations permits shall be strictly followed. 11. Time of Performance. The Developer shall install all listed improvements by December 15, 2012. The Developer may request an extension of time from the City to be submitted in writing to the City Clerk, for which said extension shall be conditioned upon updating the security posted by Developer to reflect cost increases and the extended completion date. Final wear course placement outside of the above tine frame must have the written approval of the City Engineer. The City tray impose additional conditions on the extension necessary to ensure performance. 12. Right of Entiy. The Developer hereby grants to the City, its agents, employees, officers and contractors an irrevocable right of entry to enter the Plat to perform any and all work and inspections necessary or deemed appropriate by the City during the installation of it by Developer or the City, or to make any necessary collective actions necessary by the City. Except in einergency situations, as defined by the City, the City shall give the developer fifteen (15) business days notice stating the deficiencies and necessary corrections prior to making any corrective action. Said right of entry shall continue until the City finally accepts the improvements and any applicable warranty period has expired. 13. Erosion Control. Prior to initiating site grading, and before any utility constraction is conu-nenced or further building permits are issued, the erosion control plan, Plan B, shall be iinplemented by the Developer and inspected and approved by the City. If the City Engineer determines that it would be unreasonable to require full implementation of the erosion control plan prior to utility construction. or issuance of certain building perinits, he shall state in writing what construction can take place and what particular building permits can be issued prior to fall implementation. The City may impose additional erosion control requirements if, in the opinion of the City Engineer, they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith of the completion of the work in that area. If the Developer does not comply with the erosion control plan and schedule or any supplementary instructions, the City may, with reasonable notice, take action as it deems appropriate. 14. Grading Plan. Plat grading shall be in accordance with the approved grading plan, Plan B. The plan shall conform to City specifications and the City Code. Ponds, swales, and ditches shall be constructed on public easeinents or land owned by the City. Within this (30) days after completion of grading and before any retained security is fully released, the Developer shall provide the City with an "as built" grading plan including certification by a registered land surveyor or qualified engineer that all ponds, swales, and ditches have been constructed on public easements or land owned by the City. "As built" plans shall include field verified elevations of the following: A. Cross sections of ponds B. Location and elevations of swales and ditches C. Lot corners and house pads Occupancy pen -nits shall not be issued by the Building Official until the grading and drainage plan is certified as set forth above. 15. Clean Up. The Developer shall promptly clean any and all dirt and debris from streets and construction sites in accordance with the City Code resulting from construction work by the Developer, its agents or assigns. 16. Ownership of Improvements. Upon acceptance by the City Council of the work and construction required by this Agreement, improvements lying within public easements and public right-of-way shall become City propelty without further notice or action. 17. Streets. The Developer agrees to maintain the streets in the Plat until the base course bituminous surfacing has been accepted by the City. Should the City be required tog rade the street prior to paving, the cost of such grading shall be paid by the Developer and drawn froin the Developer's letter of credit. Should snow plowing be necessary prior to street paving, the Developer shall be responsible for such plowing as may be required by the Streets Supervisor. If, upon the Developer's request, the City agrees to k, plow the street prior to acceptance, such work will be done upon agreement that the Developer will hold harmless and indenuffy the City froin any and all liability claims related to such work and pay all costs associated with that work. Any plowing undertaken by the City will constitute no acceptance or evidence of acceptance of the street(s) in question. Upon final completion of streets and acceptance by the City as a City street rather than a private drive, theDeveloper shall guarantee to the City for a period of two (2) years that the streets have been constructed to City standards. The warranty period shall not conunence until such time as street construction is completed and the streets are accepted as City streets by the City. The two (2) year warranty set forth above commences upon the date on which the City accepts the streets by resolution. There is no street construction required (except for curbing) in KITTREDGE CROSSINGS I I TI ADDITION. 18. Sewage Ti-eatment. No occupancy permit for any building within the plat will be issued by the City unless the Building Official has inspected both the selves and water connections to the building and has certified that they have been Constructed satisfactorily in accordance Nvith City specifications and the City Code. 19. Administi4ative Fee. A fee for City Administration of this project shall be paid prior to the City executing the plat and this Agreement. Said fee shall be one percent (1/2%) of the estimated constr-uction costs of the improvements within the plat, or alternatively a minimum fee. The adn-finistrative fee for this Plat is the minimum. fee of $1,500.00 and is contained within the escrow and fees established in Paragraph 27 of this Agreement. This fee is immediately available to the City upon establislunent of the escrow. 20. Storm Watei, Management Cost, The Developer shall fully comply with the Grading, Drainage, and Erosion Control Plan (Plan B). The City has established a cost for the impact of the Plat upon storm water drainage within the Otsego Creek watershed. The cost is based upon engineering studies completed by the City. The Storm Water Management Cost for KITTREDGE CROSSI GS 1 It" ADDITION has already been paid for in the previous platting of KITTREDGE CROSSINGS 5t" ADDITION. 21. Transportation Infrasti-sucture Costs. In the event that safe, practical and convenient access to the plat requires that the City expend funds for construction, reconstruction or repair of any City street providing access to the plat and which construction, reconstruction or repair would not be necessary or timely but for the development, Developer shall pay a lunip suni fee for such access to those roadways. Transportation Infrastructure Costs for KIITREDGE CROSSINGS 11 ADDITION leave already been paid with the platting of KITTREDGE CROSSINGS 5"' ADDITION. 22. Sanitat,y Sewet, Fees, Current fees for the provision of sanitary sewer (SAC) are as follows: 10 REC units at $ 7,270.00 per unit x 50% or $3,635.00 per unit. Sanitary sewer fees shall be paid at the time that a building permit is obtained from the City for each individual lot. In the event that building permits are issued after the City has increased the SAC fee, the applicable amount due per unit shall be 50% of the fee per REC unit in place at the time of application for a building permit. 23. Water Fees. Current fees for the provision of water service (WAC) are as follows: 10 units at $ 4,090.00 per unit x 50% or $2,045.00 per unit. Water fees shall be paid at the time that building pen -nit is obtained from the City for each individual lot. In the event that building permits are issued are issued after the City has increased the WAC fee, the applicable amount due per unit shall be 50% of the fee per REC unit in place at the time of application for a building permit. 24. Park and Trail Dedication. Park dedication requirements for KITTREDGE CROSSINGS 1 It" ADDITION have already been satisfied in the previous platting of KITTREDGE CROSSINGS 5" ADDITION 25. Street and Traffic Control Signs. Before the City signs the final plat, the Developer shall pay to the City $ 490.00 for installation of traffic control signs (stop signs, street signs, dead-end signs). The said amount was calculated as follows: 2 signs at $ 245.00 per sign. Using these funds, the City shall purchase and install the street and traffic control signs. 26. Street Light Construction. The Developer shall pay for the operation and maintenance of the street lights for a period of two (2) years. In order to facilitate payment ofpayment for operation and maintenance of street lights, the Developer shall submit a fee to be included within the escrow and fees established in Paragraph 27 of this Agreement and is calculated as follows 1 lights x $5 50.00 per light for a total payment of $ 5 50.00. The operation and maintenance of the street lights by the City shall not conuilence until such time as the Plat is accepted by the City and is formally recorded. Street lighting shall conform to adopted City Code. 27. City Engineering Administration and Construction Observation, Legal Fees Escrow and City Fees. The Developer shall pay a fee for consulting engineering administration. City engineering administration following approval of the Plat. City engineering administration will include consultation with Developer and its engineer on status or problems regarding the project, monitoring during the warranty period, general administration and processing of requests for reduction in security. Fees for this service shall be the actual amount billed for those services estimated to be three percent (3%) of the estimated construction cost of the improvements to be inspected, assuming normal construction and project scheduling. The Developer shall pay for construction observation performed by the City Engineer. Construction observation shall include part or full time observation, as determined by the City Engineer, of proposed street, sanitary sewer, water and storm drainage construction and will be billed on hourly rates actually required for said inspection estimated to be five percent (5%) of the estimated construction cost of the improvements to be inspected. In the event of prolonged construction or unusual problems, the City will notify the Developer of anticipated cost overruns for engineering administration and observation services. The escrow and fee account shall also include estimated fees for Legal expenses actually incurred, City Administrative Fee (a flat fee due upon execution of this Agreement), Trunk Water and Sewer Access Fees (a flat fee due upon execution of this Agreement), Transportation Infrastructure Costs (a flat fee due upon execution of this Agreement), Park and Trail Dedication Fees (a flat fee due upon execution of this Agreement), Street Light Maintenance and Operation Fee (a flat fee due upon execution of this Agreement) and shall be established as follows: ESCROW AND FEES City Construction Administration and Utility and Street Inspection Fees (estimated 8% of $ 60,932.00) 45875.00 Legal Fees (estimated, actual billings to be paid) 1,500.00 City Administrative (flat ininimum fee) 13500.00 Trunk Water and Sewer Access Fee Trunk Sanitary Sewer (SAC) Trunk Water Storm Water Management Cost Transportation Infrasti-Licture Cost Park & Trail Dedication Fee Street light maintenance and operation Street & traffic control signs TOTAL To be paid at building permit To be paid at building pen it NA NA NA NA NA $ 75875.00 This escrow amount shall be submitted to the City prior to the City executing the Plat and this Agreement. All administrative and legal fees related to plan review, drafting of this Agreement and any other necessary items shall be paid to the City prior to execution of the Plat and this Agreement. Any amounts for legal and engineering not utilized from this escrow fund shall be returned to the Developer when all improvements have been completed, all financial obligations to the City satisfied, and the required "as constructed" plans have been received by the City. Developer agrees that the escrow submitted to City previously for KITTREDGE CROSSINGS 10'11 ADDITION may be used for any costs hicurred or owed for MTTREDGE CROSSINGS 101 ADDITION. Any funds utilized for KITTREDGE CROSSINGS 11"' ADDITION must be made up by additional escrow funds at the tinie KITTREDGE CROSSINGS I oth ADDITION is approved. All other amounts listed as flat fees rare non-refundable and available immediately for City use when posted. 28. Security. To ensure compliance with the ternis of this Agreement, and construction of allpublic improvements, the Developer shall farnish the City with a cash escrow or other "security" in the amount of $ 79,340.00.00 said amount calculated as follows: Site, grading, drainage, erosion and sediment 1%412.00 control and wetland protection Sanitai-y Sewer- Lateral $ 105670.00 Watermain- Lateral 33075-00 Removals and Miscellaneous $ 255275.00 Streets $ 00.00 Engineering and Su rveyin g Construction Seiwices $ 2540-00 5 Certification of Grading Survey ($250/ Lot) $ 2,500-00 TOTAL $ 63947100 TOTAL SECURITY REQUIRED ($ 63,472.00 x 125%) $ 79,340-00 The issuer and form of the security (other; than cash escrow) shall be subject to City approval. The security shall be issued by a banking institution in good standing as determined by the City and approved by the City Administrator. The City shall Nave the ability to draw on the security at a barLk or branch bank located within fifty (50) 111iles of the City Hall. The security shall be for a term ending December 19, 2012 and shall contain an automatic renewal provision. The City may draw down the security for any violation of the tern -is of this Agreement, or upon receiving notice of the pending expiration of the security. It shall be the responsibility of the Developer to inform the City at least thirty (30) days prior to expiration of the security of the impending expiration and the status of the project relative to the security and this Agreement. If, for whatever reason, the security lapses prior to complete coni fiance with this Agreement (other than during any warranty period), the 9 Developer shall inunediately provide the City with either an extension of the security or an irrevocable letter of credit of the saine amount upon notification of the expiration. If the required improvements are not completed at least thirty (3 0) days prior to the expiration of the security, the City may also draw down the security. If the security is drawn down the proceeds shall be used to cure any default. Upon receipt of proof satisfactory to the City that work has been completed and financial obligations to the City have been satisfied, with City approval, the security may be reduced froin time to time down to $ 8,853.00 the amount of warranty security, whichever is more. A warranty security in the aniount of $ 8,853.00 shall be posted with the City as set forth in paragraph 33 of this Agreement. Notwithstanding the posting of that warranty security, the security shall not be reduced below ten percent (10%) of the posted security until all improvements have been completed, all financial obligations to the City satisfied (which includes posting of warranty security), and the required "as built" plans have been received by the City. The intent of this Agreement is that the City shall have access to sufficient security, either security or warranty security, to complete the project and insure warranty on all public improvements at all times. This security amount shall be submitted to the City prior to execution of the Plat and this Agreement. All administrative and legal fees related to plan review, drafting of this Agreement and any other necessary items shall be paid to the City prior to execution of the plat and this Agreement. The security for this Agreement shall be cash or an Irrevocable Letter of Credit in the amount of $ 79,340.00 The Letter of Credit shall comply with the requirements of the first paragraph of this section. The issuer of the Letter of Credit shall inunediately notify the City of any circumstances that would place the security in jeopardy. Developer agrees that the security already posted with the City for KITTREDGE CROSSINGS 10'11 ADDITION may be utilized by the City as security for KITTREDGE CROSSINGS 11" ADDITION. In the event that the City makes a draw upoll the current security as the result of defaults in the terns s and conditions of this Agreement, additional security will be required for KITTREDGE CROSSINGS 10t" ADDITION when it is approved. 29, Outlot. Outlot A shall be conveyed to the City by quit claim deed (Exhibit B) at the same time that the Plat is recorded. Said outlot will be held by the City for drainage and utility purposes. 30, Landscaping. The Developer shall install two (two) trees upon each lot within the Plat of a species approved by the Zoning Administrator. These plantings 11 -lay not be installed in a public right-of-way. Any secutity posted for this agreement or prior 10 additions may be used to cure any defects in the event that the Developer, it assigns or successors fails to install landscaping according to this Agreement. Landscaping security to insure compliance with the approved Landscape Plan shall be $ 1,000 per lot to posted with the City at the tinic of application for a building permit on each lot. Any trees which can cause a public nuisance or public hazatd, such as bug infestation or weak bark, are specifically prohibited. The Developer, Builders or Property Owners (applicant for building permit) in the residential lot area shall sod all front yards within the buildable poi ion of each lot and shall post any security required by the City to assure landscaping or other items in compliance with the City Code. The Developer, Builder or Property Owner shall provide not less than six (6) inches of topsoil in required front yards or side yards abutting public rights-of-way. Where slopes lie in excess of ten (10) percent, sodding (staked) shall be required. Weather permitting, the trees, grass seed and sod shall be planted before Certificates ofOccupancy are issued. All grass seed shall be inaintained so that turf is established within one (1) year of planting. If landscaping as required by the City Code and this Agreement is not timely completed, the City may enter the lot or lots, perform the work, and apply any posted security toward the cost. The Developer, it assigns or successors, Builder or Proper-ty Owner will provide will provide all trees, grass, seed and sod within the Plat and shall maintain said plantings and warrant thein to remain alive, of good quality and disease free for twelve al (12) months after planting. Any replacement shall be warranted for twelve (12) months from the time of planting. 31. Significant Trees, There are no significant trees within the Plat. The Developer is not required to replace any significant trees. 32, Meters. Meters shall be provided as per City policy. 33. Warranty. The Developer warrants all work required to be performed by it against poor material and faulty workinanship for a period of one (1) year after its completion and acceptance by the City. The amount of posted warranty security for Public improvements to be posted by the Developer shall be in the amount of $ 8,853.00. The amount, has been determined by the City Engineer, and is based upon the costs of the raw materials and labor which would be nese sat to correct the most collulion deficiencies in. such public improvements. 34. Clahns. The Developer shall pay any subcontractor within ten (10) days of the Developer's receipt of payment by the City for undisputed services provided by the subcontractor. In the event that the City receives claims from labor, inaterialmen, or others thatperform work required by this Agreement, and the sums due them have not been paid, and the laborerm s, inaterialen or others are seeking payment from the City, the Developer hereby authorizes the City to commence an interpleader action pursuant to Rule 22, Minnesota Rules of Civil Procedure for the District Courts, to draw upon the letters of credit in an aniount up to one hundred hventy-five percent (125%) of the claim(s) and deposit the ftinds in compliance with the Rule, and upon such deposit, the Developer shall release, discharge, and dismiss the City from any ffirther proceedings as it pertains to the letters of credit deposited with the District Court, except that the Court shall retain jurisdiction to detemiine attorney fees pursuant to this Agreement. In the event that the Developer desires to make a cash deposit instead of drawing down the letter of credit if a claim. is made as stated above, they shall immediately notify the City of this intent at the time the claim is inade and shall delivery one hundred twenty-five percent (125%) of the claim to the City within ten (10) days of such notice in the form of cash or certified check. 35. Restrictions, The following restrictions apply to the property and all lots thereon shall be held, sold, and conveyed subject to the following conditions and restrictions, which are for the purpose of protecting the value and desirability of the plat and insuring that all conditions imposed by the City in this Agreement are properly recorded against the property. Said conditions shall run with the real propeiv and be binding on all parties having a right, title or interest in the plat or any part thereof, their heirs, executors, representatives, successors and assigns: None. 36. Responsibility for-, Costs. A. Except as otheiivise specified herein, the Developer shall pay all costs incurred by them or the City in colli unction with the developillent of the Plat, including, but not limited to, legal, planning, engineering, and inspection expenses incurred in cot rection with developnient of said Plat, the preparation of this Agreement, and all costs and expenses incurred by the City in monitoring and inspecting development of the plat. B. The Developer shall hold the City and its officers and employees harmless froin claims made by itself and third parties for damages sustained or costs incurred resulting from. Plat developi-nent. The Developer shall indemnify the City and its officers and employees for all costs, damages or expenses which the City may pay or incur in consequence of such claims, including attorney's fees. C. The Developer shall reimburse the City for costs incurred in the enforcement of this Agreement, including engineering fees, attorney's fees, and costs and disbursements. D. The Developer shall pay in full all bills submitted to it by the City for of ligatioiis incurred under this Agreement within thirty .(30) days after receipt. If the bills are not paid on time, the City may halt all plat development work and construction, including but not limited to the 12 issuance of building permits for lots which the Developers may or may not have sold, until all bills are paid in ffill. Claims not paid within thirty (30) days shall accrue interest at the rate of twelve percent (12%) per year. 37. Developer's Default. In the event of defcault by the Developer as to any of the work to be perforined by it hereunder, the City may, at its option, perform the work and the City may then draw down the security established in Paragraph 17 to pay for any work undertaken, provided the Developer is first given notice of the work in default, not less than seven (7) days in advance. This notice provision does not apply if the work perforined by the City or its contractors is of an emergency nature, as detern-iined at the sole discretion of the city. Should such emergency work be required the City will make all reasonable efforts to notify the Developer as soon as possible. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part pursuant to any applicable statutes or ordinances. 38. Miscellaneous. A. The Developer represents to the City that the plat complies with all City, County, State, and Federal laws and regulations, illClUding but not limited to, Subdivision Ordinances, Zoning Ordinances, and enviroranental regulations except where specifically excluded by this agreen-ient, If the City determines that the Plat does not comply, the City may, at its option, refuse to allow construction or development work in the plat until the Developer does comply. Upon the City's demand, the Developer shall cease work until there is compliance. B Third par -ties shall have no recourse against the City under this Agreement. C, Breach of any of the terms of this Agreement by the Developer shall be grounds for denial or revocation of building pernaits. D. If any portion, section, subsection, sentence, clause, paragraph or please of this Agreement is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Agreement. E. If building peniiits are issued by the City prior to the completion and acceptance of public improvements, the Developer shall assume all liability for the costs resulting in any delay in completion of public improvements and daii-iage to any public improvements caused by the 13 City, the Developer, its contractors, subcontractors, materialmen, employees, agents, or third parties. No one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface, unless a specific exception is approved by the city. F. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Agreement. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Agreement shall not be a waiver or release. G. This Agreement shall run with the land, shall be recorded against the title to the property and all properties therein established by the Plat, and shall be binding on all parties having any right, title or interests in this phase of the plat or any pail thereof, their heirs, successors, and assigns. After the Developer has completed the work required of them under this Agreement as set forth in Section 8, at the Developer's request, the City will execute and deliver to the Developers a release or pallial releases of this Agreement. H. The Developer shall take out and maintain until one (1) year after the City has accepted the public improvements, public liability and property damage insurance covering personal injury, including death, and any claims for property dainage which may atise out of the Developer's work or the work of their subcontractors or by one directly or indirectly employed by any of thein. Limits for bodily injur-y and death shall not be less than $500,000.00 for one person and $ 1, 0 00,000.0 0 for each o ccurrenc e; I i in its for property d amage shall. be not less than $200,000.00 for each occurrence. The City shall be nained as an additional named insured on said policy, and the Developer shall file a copy of the insurance coverage with the City prior to the City issuing f-Lirther building permits. Each right, power or remedy herein conferred upon the City is cumulative and in addition to eves -y other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set follh or othel-wise so existing may be exercised froin time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. 14 J. The Developer shall pay for all local costs related to drainage improvements required to complete the construction according to the plans and conditions that are a part of this Agreement. K. Should development of the plat proceed at a pace slower than anticipated, and for that reason, specific terms of this agreement become onerous or unduly burdensome to the Developers, upon his/her application, the City will enter into negotiations regarding those specific terms and shall not unreasonably withhold consent to appropriate changes in the terms of this Agreen-ient. L. The Developer shall demonstrate and maintain compliance with the 1991 Wetland Conservation Act. M. The Developer shall be responsible for all on site drainage as well as for any affects that their actions may have on adjoining properties. Specifically, the Developer shall maintain existing drainage tiles on site, and shall be responsible for any and all drainage probleins related to either the site drainage tiles or problems with on-site drainage facilities to be constructed in accordance with this agreement and plat approval. 39. Pi-evious Developei'l's Agrieeinent. Upon execution of this Agreement, Developer and others shall be released from the terms and conditions of that Developer's Agreement for KIITTREDGE CROSSINGS 5"' and 6"' ADDITION dated October 4, 2004 related to the portion of KITTREDGE CROSSINGS 5t" ADDITION being platted as KITTREDGE CROSSI-NGS I It" ADDITION. The Release does not apply to KITTREDGE CROSSINGS 6th ADDITION nor to any portion of KITTREDGE CROSSINGS 5th ADDITION not included in this Plat. 40. Notices. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, their employees or agents, or mailed to the Developer by registered inail at the following address: Shelard Capital Investments, Inc., 11455 Viking Drive, Suite 300, Eden Prairie, MN 55344 Attention: Jacob Wert. Notice to the City shall be in writing and shall be either hand delivered to the City Clerk at the following address: City of Otsego, City Hall, 13400 90"' Street NE, Otsego, MN 55330, Attention: City Clerk CITY OF OTS Go Jessica Stockamp, Mayor 15 Tami Loff, City Clerk DEVELOPER SHE LARD CAPITAL INVESTMENTS, INC. Its: STATE OF MINNESOTA SS. COUNTY OF WRIGHT The foregoing insh-ument was acknowledged before me this day of 2012, by Jessica Stockamp, Mayor and by Tami Loff, City Clerk, 16 of the City Otsego, a Minnesota municipal corporation, on behalf of the City and pursuant to the authority of the City Council. Notary Public STATE OF MINNESOTA SS. COUNTY OF The foregoing insti-ament was acknowledged before me this 20125 by of Shelard Capital with authority and on behalf of the corporation. DRAFTED BY: MACARTHUR LAW OFFICE, LLC 3601 Thurston Avenue Nollh Suite 103 Anoka, NIN 55303 (763) 231-5850 17 day of the Investments, Inc. a Minnesota corporation, Notat-y Public Ot§e 0 H1041tliOTA ig FINDINGS OF FACT AND DECISION 13 October 2012 APPLICANT: Shelard Capital Investments, Inc. APPLICATION: Request for approval of a PUD Development Stage Plan, Preliminary Plat and Final Plat for 10 single family lots to be known as Kittredge Crossings 11 " Addition. CITY COUNCIL MEETING: 6 August 2012 FINDINGS: Based upon review of the application and evidence received, the City Council of the City of Otsego now makes the following findings of fact: A. The legal description of the property is attached as Exhibit A. B. The subject site is guided by the Comprehensive Plan for low/medium density residential land uses within the West Sewer District. C. The subject site is zoned PUD, Planned Unit Development District, D. The applicant is proposing to replat 15 detached townhouse unit lots and common open space withinportions of Kittredge Crossings 5t� Addition as 10 single family lots. E. Consideration of the application is to be based upon (but not limited to the criteria set forth by Section 20-3-25 of the Zoning Ordinance: Theproposed action's consistency with the specific policies and provisions of the Otsego Comprehensive Plan. Comment: The Comprehensive Plan encourages development of a range of residential uses with primary emphasis on single family dwellings. Although short term marl(et conditions are not to be a determining factor in the City's land use decisions, replatting the subject site from detached townhouse dwellings to single family lots is consistent with the Comprehensive Plan and is an allowed use under the current zoning of the subject site. 2. The proposed use's compatibility with present and future land uses of the area. Comment The subject site is surrounded by the following planned or existing uses. Theproposed single family lots will be compatible with surrounding uses. Direction Land Use Plan Zoning _ Existing Use North Industrial A-1 District Undeveloped East MD Residential PUD District Single Family South LM Residential PUD District Detached townhouse West LFII Residential PUD District Undeveloped 3. The proposed use's conformity with all performance standards contained within the Zoning Ordinance and other provisions of the City Code. Comment.& The proposed development will conform to applicable provisions of the Zoning Ordinance, Subdivision Ordinance and Engineering Manual. 4. Traffic generation of the proposed use in relation to capabilities of streets serving the property. Comment: The proposed development will result in less traffic generation based on fewer dwelling units than allowed by the currently approved subdivision. 5. The proposed use can be accommodated by existing public services and facilities and will not overburden the City's service capacity. Comment.& Existing public service capacity is in place to serve the approved 70 townhouse units so adequate capacity exists for the proposed 28 single family lots. F. The Planning Report dated I August 2012 prepared by the City Planner, The Planning Company LLC, is incorporated herein. G The Request for City Council Action dated 6 August 2012 prepared by the City Planner, The Planning Company LLC., is incorporated herein. H. The Otsego Planning Commission conducted a public hearing at their regular meeting on 6 August 2012 to consider the application, preceded by published and mailed notice; upon review of the application, and other evidence, the public hearing was closed and the Planning Commission recommended by a 6-0 vote that the City Council approve the request based on the findings outlined above, DECISION: used on the foregoing information and applicable ordinances, the application is hereby APPROVED subject to the following conditions: 1. Existing drainage and utility easements dedicated with Kittredge Crossings 5th Addition shall be vacated concurrent with recording of a final plat. 2. The single family lots shall be subject to the following lot requirements: Lot Area Lot Width Lot Depth Setbacks Corner Interior Front/Side- Interior Rear Wetland Corner Side 91000sf. 9Oft. 60% 1 00ft. 30ft. garae e 7ft. 20ft. NA 25ft bldg. 3. All utility plans shall be subject to review and approval by the City Engineer including: a, Existing in-place utilities within intended to serve Blocks 4 and 5, Kittredge Crossings 5�'Addition shall be removed regardless of depth. 4. All grading, drainage and erosion control plans shall be subject to review and approval by the City Engineer including the following issues: 0,10 a. Grading of all lots shall maintain minimum of two (2) percent slope throughout the and and runoff is to be channeled to side and rear lot lines so as to stay in drainage easements. b. Outlot B Kittredge Crossings 5th Addition shall be regraded and restored to flow toward the catch basin in the rear yards. 5. All easements shall be subject to review and approval of the City Engineer. 6. Outlot A shall be deeded to the City with the final plat. 7. The applicant shall enter into a development contract with the City prior to approval of the final plat as required by the Subdivision Ordinance. 8. Thea licant shall record the final plat and development contract with Wright County within sixty (60) days from the date of City Council approval. MOTION BY: SECOND BY: ALL IN FAVOR: THOSE OPPOSED: ADOPTEDby the City Council of the City of Otsego this 22nd day of October, 2012. Attest: Ta mi Loff, City Clerk 4 CITY OF OTSEGO By: Jessica L. Stockamp, Mayor CITY OF OTS Go COUNTY OF WRIGHT STATE OF MINNESOTA RESOLUTION NO: 2012-71 RESOLUTION APPROVING DEVELOPERS AGREEMENT BETWEEN THE CITY OF OTSEGO AND SHE, LARD CAPITAL INVESTMENTS, INC. RELATIVE TO THE PLAT OF KITTREDGE CROSSINGS 11"' ADDITION WHEREAS, the City of Otsego (CITY) has approved the Plat of KITTREDGE CROSSINGS 1' ADDITION; and WHEREAS, the property within the Plat will be owned by Shelard Capital Investments, Inc. (DEVELOPER) who intends to develop the parcel; and WHEREAS, a Developers Agreement has been drafted setting foah the terms and conditions for development of the property, and requiring that the Developer provide certain escrow, payment of fees, and security to insure that all public 0 improvements are constructed as required by CITY; and WHEREAS, DEVELOPER has agreed to the terms and conditions of the Developers Agreement, has executed the Agreement, and has provided the required fee payments, escrow, and Security. NOW, THEREFORE BE IT RESOLVED by the City Council of the City of Otsego, Wright County, Minnesota as follows: 1. The CITY hereby approves the Developers Agreement as attached and authorizes the Mayor and City Clerk to execute the Agreement on behalf of the CITY. 2. That DEVELOPER shall not proceed withany construction activities upon the property and CITY will not execute the Plat or release the Plat for recording until full execution of this Agreement and City receipt of all required escrow, fees and security, CITY receipt of a recorded copy of a deed conveying platted property to DEVELOPER, and DEVELOPER pro v'des a deed to CITY for Outlot A. i ADOPTED this 22nd day of October, 2012. MOTION to approve the Resolution made by Council Member And seconded by Council Member 0 IN FAVOR: N CITY OF OTSEGO Jessica Stockamp, Mayor Tami Loff, City Clerk RESOLUTION NO.: 2012 - 72 CITY OF OTSEGO COUNTY OF WRIGHT, MINNESOTA A RESOLUTION APPROVING VACATION OF EXISTING DRAINAGE AND UTILITY EASEMENTS PLATTED WITHIN KITTREDGE CROSSINGS 5TH ADDITION. WHEREAS, the City of Otsego approved a final plat of Kittredge Crossings 5 th Addition; and, WHEREAS, the Kittredge Crossings 5th Addition final plat included dedication to the City of drainage and utility easements shown by Exhibit A; and, WHEREAS, Shelard Capital Investments, Inc. has proposed to replat the area shown on Exhibit A with single family lots and submitted a preliminary plat to be known as Kittredge Crossings 11th Addition; and, WHEREAS, the preliminary plat of Kittredge Crossings 11th Addition would establish those drainage and utility easements required by Section 21-7-15 of the Subdivision Ordinance based on the design of the preliminary plat; and, WHEREAS, the easements shown on the Kittredge Crossings 11th Addition preliminary plat would supersede and make unnecessary those drainage and utility easements previously dedicated with the Kittredge Crossings 5th Addition final plat; and, WHEREAS, Shelard Capital Investments, Inc. has applied for vacation of the drainage and utility easements dedicated with the Kittredge Crossings 5th Addition final plat; and, WHEREAS, the Planning Commission held a public hearing at their regular meeting on 6 August 2012 to consider the vacation, preceded by required published and mailed legal notice; and, WHEREAS, the Planning Commission heard all parties interested therein and closed the public hearing; and, WHEREAS, the drainage and utility easements dedicated with the Kittredge Crossings 5th Addition final plat serve no useful public purpose upon concurrent recording of a final plat for Kittredge Crossings 11th Addition; and, WHEREAS, the City Council having considered all information received related to the proposed vacation and easement dedication finds that vacating a portion of the existing right-of-way as shown on Exhibit A would be in the public interest; and, NOW, THEREFORE BE IT RESOLVED by the City Council of the City of Otsego that Otsego hereby orders: That the drainage and utility easement located in the City of Otsego, Wright County, State of Minnesota described by Exhibit A is hereby vacated. 2. The vacation of said drainage and utility easement shall be effective upon the recording of a final plat for Kittredge Crossings, 11 t" Addition. The City Council hereby determines that the vacation of said drainage and utility easement shall cause no damage to any abutting or nearby property owners and therefore no damages are awarded to any such property owners. SECOND BY: ALL IN FAVOR: THOSE OPPOSED: ADOPTED by the City Council of the City of Otsego this 22nd day of October, 2012. CITY OF TSEGO Jessica L, Stockamp, Mayor ATTEST: Tam! ,off, City Clerk DESCRIPTIONS FOR DRAINAGE AND UTILITY EASEMENTS TO BE VACATED KITTREDGE CROSSINGS 5TH ADDITION CITY OF OTSEG O, WRIGHT COUNTY, MINNESOTA. The drainage and utility easement for Lot 2 and Lot 3, Block 1, dedicated by KITTREDGE CROSSINGS 5TH ADDITION, according to the recorded plat thereof, Wright County, Minnesota. Also, the drainage and utility easement for Lot 2, Block 4, dedicated by said KITTREDGE CROSSINGS 5TH ADDITION. Also, the drainage and utility easement for Lot 1, Lot 2 and Lot 3, Block 5, dedicated by said KITTREDGE CROSSINGS TIS ADDITON. Also, the drainage and utility easement for all of Outlot A, dedicated by said KITTREDGE CROSSINGS TE ADDITION. Also, the drainage and utility easement dedicated by said KITTREDGE CROSSINGS 5TH ADDITION, lying within that part of Outlot B, described as follows: Beghlning at the northwest comer of said Outlot B.; thence South 00 degrees 58 minutes. 00 seconds East, assumed bearing, along the west line of said Outlot B 150.00 feet; thence North 90 degrees 00 minutes 00 seconds East 120.02 feet; thence South 75 degrees 12 minutes 08 seconds East 28.00 feet; thence South 50 degrees 05 minutes 46 seconds East 35.00 feet; thence South 22 degrees 53 minutes 57 seconds East 31-75 feet to the intersection with the southwesterly prolongation of the southeasterly line of Lot 3, Block 5 of said KITTREDGE CROSSINGS TIS ADDITION; thence North 71 degrees 45 minutes 27 seconds East along said southwesterly prolongation, along said southeasterly line of Lot 3, Block 5 and along the northeasterly prolongation of said southeasterly line of Lot 3, Block 5 a distance of 150.00 feet to the northerly line of said Outlot B; thence northwesterly and westerly, along said northerly fine outlot B to the point of beginning.