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CAS-28_SHOPS AT CHANHASSEN, s.c.. n c.nw.wr {{ \ oell AT� \ lc)VA Am ,4 a �� dx „ „ ........_....-........,_...,e... � �" NOODLES &COMPANY SITE PUN 14-0275 HALIFAX DEVELOPMENT. LLC - — .--_ - - _ ..o.,. .. , , , o.—•, �^� R `r'p�m CHANHASSEN, MN SHEET NO. C7 OF C3 SHEETS 84514 L EEA NN C PROJECT LOCA TION 0 30 60 Feet VICINITY MAP AUG 21 2[° IL PRIOR TO ANY EXCAVATION THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES. CALL 48 HOURS BEFORE DIGGING: GOPHER STATE ONE CALL TWIN CITY AREA 651-454-0002 MN TOLL FREE 1-800-252-1166 GOVERNING SPECIFICA TIONS: 1. THE 2014 EDITION OF MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION". 2. CITY OF CHANHASSEN STANDARD SPECIFICATIONS AND DETAIL PLATES. 3 ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS AND ORDINANCES AAA, WILL BE COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT o`s INDEX SHEET DESCRIPTION //� ``.... C 1 CO VER SHEE T �' C2 EXISTING CONDITIONS `Fa9e C3 REMOVAL PLAN `S C4 SITE PLAN C5 UTILITY PLAN Q \ C6 GRADING PLAN �F '� C7 EROSION CONTROL PLAN C8 DETAILS 404�n \ C10 DETAILS REV. NO I DATE BY DESCRIPTION DESIGNED DRAWN I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that l am a duly Licensed www.ottoassociates.com NOODLES & COMPANY PROJECT NO: C.S.O. r.✓B. Professional Engineer under the laws of the State of Minnesota. 9WestDivisionStreet COVER SHEET 14-0275 CHECKED TTo Buffalo, MN 55313 HALIFAX DEVELOPMENT, LLC P.E.O. (763)682-4727 SSOCIA7ES Fax: (763)682-3522 Engineers & Land Surveyors, Inc. CHANHASSEN, MN Cara M. Schwahn Otto fl 40433 Date: 8-19-14 SHEET NO. C 1 OF C 10 SHEETS DATE: 8-19-14 License lj U) f Qj Ab�� m� X f .. •� ✓ 1 X rn 7 . 1 m `r r b ✓ v r 0 eX .� i hr i to L0 oS ° LrI - �0 , J \ X e I X N / e � .� N N a� x P r f e r X O 7 r on Ie 1 M til X �I I + N I X .[. ` N V t X10� 00� e i t I x a o e j i t' r o � f i '011 /t X yam I� J 1 J I j _--956 t 15 rn e I f o IS 1S X h � � 0 -I _ _ b _ _ 15 954 e ! -- i k � 14 X O e 1 I a dna "� a C� bI13 t X --� ys - - _ _. Eg 2 i 'n a 15 //''�' 952 _..._ X 15= \\ b V 0 b o 9 I t ' 1E. `q0 _Q3 Xj/"�) o 0c _ n 0 X a X 0 rn Jf i 2 R 4" �Nme 3Am � L � 9 1 \ �r�' � 78" R 1S a 0 1S r ` - X'I ,1 i // f o �`O >f 1S Cc �� I 1 m (3) ti X vi it 3 y X l m f rn b � � t6 i 016, / a / f l i X e i X / da v rn rn �w If X k lb L3 fZ f g i t �� es , a XX X•. P n° .� [ M N XO •J ( ° W W I W W j W W W ,n W%,✓� o X I � P i h o' I � � k b li 3 A bA b N Obi VVi I / I r r IY � x s• o In " � LEGEND I X rn h q six N II ° ° wpb b ST denotes storm sewer line Y J 55 denotes sanitary sewer line I 1 / W denotes wotermoin denotes existing contour / x 949.87 denotes existing spot elevation 0 —950— X I — e / _ / X n denotes sign h I b G b o X e -o- denotes power pole Ln O N L o II e ro e L} denotes tree X U a ° v o. e pQ denotes gate valve X denotes hydrant I o P.nc-ete m w e ❑ denotes catch bos uta X° h3 y52 CO i b X y \ o I TARG— \ cb ET LANE , I q e 1S ~ N X \ 1S 1S n %: 01 b % of v rn X 0 20 ao Feet X 0 F k b �N I X � t I C X „ C14% NOTE. - 0)X g 1. REFER TO CERTIFICATE OF DESCRIPTION FOR PROPERTY DESCRIPTIONS, DIMENSIONS AND •: AREAS. e' � I t X a IIS REV. NO. DATE BY DESCRIPTION DESIGNED DRAWN C.S.O. T.J.B. CHECKED P.E.O. I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that l am a duly Licensed Professional Engineer under the laws of the State of Minnesota. �,Q� ` www. ottoassociates. com 9 West Division Street TTp Buffalo, 3 (763)682-4727727 SSOCIATES Fax: (763)682-3522 Engineers 8 Land Surveyors, Inc. NOODLES & C O M PA N Y HALIFAX DEVELOPMENT LLC r CHANHASSEN, MN EXISTING CONDITIONS PROJECT NO: 14-0275 Cara M. Schwahn Otto License # 40433 Date: 8-19-14 SHEET NO. C2 OF C 1 O SHEETS DATE: 8-19-14 V) sA oLn M I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota_ www.ottoassociates.com 9 West Division Street TTo Buffalo, MN 55313 (763)682-4727 QSCCIA7ES Fax: (763)682-3522 Engineers & Land Surveyors, Inc. n2;o w$�0 me n���p'' x r4 SHEET NO. C3 OF C 10 SHEETS saA A r.t xn O") rt, pko og pp 2CA 0 20 40 Feet DENOTES PAVED AREA TO BE REMOVED DENOTES EXISTING TREE TO BE REMOVED NOTES: I. DISPOSAL OF MATERIALS SHALL BE INACCORDANCE WITH ALL STATE dr LOCAL REGULA DONS 2. PRE-CUT OR SCORE BITUMINOUS AND CONCRETE SURFACES PRIOR To REMOVAL TO PRODUCE A CLEAN-CUT BREAKAGE JOINT. REV NO. DATE BY DESCRIPTION DESIGNED DRAWN C S 0. C S 0. CHECKED P.E.O. I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota_ www.ottoassociates.com 9 West Division Street TTo Buffalo, MN 55313 (763)682-4727 QSCCIA7ES Fax: (763)682-3522 Engineers & Land Surveyors, Inc. NOODLES & COMPANY HALIFAX DEVELOPMENT, LLC CHANHASSEN, MN REMOVAL PLAN PROJECT NO: 14-0275 Cara M. Schwahn Otto License # 40433 Date: B-19-14 SHEET NO. C3 OF C 10 SHEETS DATE: 8-19-14 Z � b. 2r N d S5� V 121SLF- HDP SO 0.60% gr i 40 U i. r STRUCTURE SIZE ice, �A�k 22"x36" NEENAH my < o eb3 22"x36" NEENAH � w 48" 0 NEENAH �n ON2e W 48" 0 NEENAH R -3067-V O 48" m � a r \ \.. 48" 0 o O A 48" m NEENAH r MH 3 48" m NEENAH m • r a� 2 w I 00 OOY O Wa'c� H vV@,,.. ~ i w N d S5� V 121SLF- HDP SO 0.60% gr i 40 U i. r STRUCTURE SIZE CASTING CB 1 22"x36" NEENAH R -3067-V CB 2 22"x36" NEENAH R -3067-V CBMH 1 48" 0 NEENAH R -3067-V Y 48" 0 NEENAH R -3067-V O 48" m � R -3067-V MH 1 48" 0 o R-1642* A 48" m NEENAH a MH 3 48" m NEENAH s r Nlw IAAl, CP 2p \me n I, bU0 k O N A :1.1 U'4 it V1 5 p;AC is �p O b b k; j yy� ^Z Ln �w I- �� �n �� �A, d 15 LS o -v�\ C A 2As O � m ' C'0 bal � 1 iA A � 'w\lsis is -� 24" RCP Ii3M � ,p 11 ID ti;'c� �a0 #A b n m w a,o ae A- *;OObCD A j ju :0 C) 03 O Co .Oocai I -k k= i qz i1 (11 • ie a ^I cow / PRIOR TO ANY EXCAVATION THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES. CALL 48 HOURS BEFORE DIGGING: GOPHER STATE ONE CALL: TWIN CITY AREA 651-454-0002 MN TOLL FREE 1-800-252-1166 GOVERNING SPECIFICATIONS: 1. THE 2014 EDITION OF MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" 2. CITY OF CHANHASSEN STANDARD SPECIFICATIONS AND DETAIL PLATES. 3. ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS AND ORDINANCES WILL BE COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT. is 1 — is 29 25 am 3 '^• /8" RCP is is NOTES: 1. ALL C-900 DR18 WATERMAIN SHALL BE INSTALLED WITH DUCTILE IRON FITTINGS. FITTINGS SHALL BE POLYWRAPPED. MEGALUGS SHALL BE COMPATIBLE WITH PVC PIPE. 12 GAUGE TRACER WIRE SHALL BE INSTALLED WITH ALL PLASTIC WM. TRACER WIRE SHALL BE TERMINATED AT ALL HYDRANT BREAK OFF FLANGES USING SNAKE PIT BOX. 2. 6" PVC SANITARY SERVICES SHALL HAVE SOLVENT WELD JOINTS. 3. ALL HYDRANT LEADS SHALL BE 6" DIP CLASS 52. 4, ALL WATERMAIN SHALL BE INSTALLED WITH 7.5' OF MINIMUM COVER. A k `SO u3? O � � \ E Y � m � fA N N N I N N N N N N N 2 m ?n / N �a <x n o'0 3 Y ` V l 3Ak - p�b fA I >• D e � b TARGET LANE a w w "(� N w —PROP, 6" C-900 STREETRESTORATION \ �.•. 22 f� gg W OR18 µ� BE PER RESTORA TION SHALL IRR 3 7g M CITY DETAIL 5202A a� w / is I S5 w Is 25 w w \ A I ONE LANE OF TRAFFIC _ — _ _ < a k ACCESS TO RESTAURANTS iOMTHE OPEN FOR J a OAb ---- - D\ WEST, Iz g�Cl) la y� my sik2 ? Cn I / _`(]y OOOH rry Wb�n I f � ;O � yk IUB it • Ell STORM SEWER STRUCTURE SCHEDULE STRUCTURE NO. STRUCTURE SIZE CASTING CB 1 22"x36" NEENAH R -3067-V CB 2 22"x36" NEENAH R -3067-V CBMH 1 48" 0 NEENAH R -3067-V CBMH 2 48" 0 NEENAH R -3067-V CBMH 3 1 48" m NEENAH R -3067-V MH 1 48" 0 NEENAH R-1642* MH 2 48" m NEENAH R-1642* MH 3 48" m NEENAH R-1642* * LABELED STORM SEWER 0 20 40 Feet EXISTING BITUMIOUS SURFACE SAWCUT ALL BITUMINOUS EDGES. (TYP.) I— 2" MNDOT 2360 SPWEB440B TACK COAT 2357 2'fz" MNDOT 2360 SPNWB330B 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 A 4.5" 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 PLATE COMPACTOR ON EDGES OF BASE COURSE PATCH. 5. ALLOW BASE COURSE TO FULLY COOL BEFORE PLACING WEAR COURSE. 6, 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. 7, MNDOT 2360 -ORDINARY COMPACTION METHOD REQUIRED. a OF TYPICAL STREET t1Wfll�f►1►1� PATCHING BITUMINOUS REVISED: 4-14 ENGINEERING DEPARTMENT PLATE No.: 5202A FILE NAME: G: \ENG\SPECS\5202A REV. NO. DATE BV DESCRIPTION DESIGNED DRAWN C 5 0. C5.0. CHECKED P.E.O. l hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that l am a duly Licensed professional Eng/in�eer under the[�laws of the State of Minnesota. / „ _ _ A I!;�n ll.�iGlV/1\.(]_0._. IIJJMtM.tAlo+-•• www. ottoassociates. com 9 West Division Street �TO Buffalo, MN 55313 r (763)682-4727 SSOCIA7ES Fax: (763)682-3522 Engineers &Land Surveyors, lnc. NOODLES & C O M PA N Y HALIFAX DEVELOPMENT, LLC CHANHASSEN MN � UTILITY PLAN PROJECT NO: 14-02 75 Cara M. Schwahn Otto License #40433 Date: 8 -f9 -f4 SHEET NO. C5 OF C 10 SHEETS DATE: 8-19-14 W W - IW X952.38 X951.20 X952.60 X 951.50 Concrete Curb and Gutter_... I W W X950.4)FN.H. elev. =953.37 (N. G. V.D. 1929) Dxg .27 C` X 95310 X 2.56 / / / ( 49.0 948.71 v j L 44"moX9 9.82 XU05r 1 4 SF 950.69 i _ �>•� \ • X952 j0`� � Nom_ X952.47 '� � SF SF SS X9 .57 X951.0 952 4, a• • , �' •. , < PO A ut X952.29 952.2 *4 X952.45 �• L'i 4 -- -- Block wall tra h-... a 66 y : - � " X948.7 4� 9 .. enclosure ° i SS 95 V 8 f 8.3f \ gt5" g5 95� Oih�' 04'i� PROPOSED RETAJL- 53 947.16 9527 .. ... 9 si. A 1 _ fl v4" 51. 9s _ 941u \ \ 4� 411 PROP RESTAURANT 4 3 �79 _\ L.J 9 8' " 73 4 946. �C955.53V ,^� - 6 ^ - \ y X950. •- 952.7 0 4" 951. +�,r 9 \ h '4. w �.. 9530 S{3 04., 47.4 946.6 X9 952 25 a v v X950. S •h . ryS� ^ �95s_. "� ohs:.• S a`' NS♦ .� .24 ,1 15 46 9q6 sS? 4� g 52.4 L4 SF51.7 \ \ 50.84 q62 t. \ . ` - /IA X960. \ \ \ \ \ _ 952.1 ne Wall , SF Target Sin 1.4' Eo 9 X95313 SP 951.._ \A of Property Line 46 �. X9 952 'P,X 7� I 4 X946.83 .77 ^ SF Sr S 950.57 ( 51 X952.93 1' X 5. Sr ST 945 tt 8. X9 .14 X 92.7 \ �\ � '^,,.. ~ ... � ''`, � � �.. 9q* S _".. '2'` ^. X951.17 _ S ... E`o. ..`. _......._-..,� � ,_ �' .. _ „•---,.. ...� *8" -_... X 946.88 S o - _ St 5" ' �oaol .' _, �. A ^.,� ..� 'ti.,,�953.39 .,--.., ST ` ST "c9 964 X96. ~~ ..__ "' �. ._... �.�, X94737 ST B .... "" .., ..... .. 948 60- ^ - X964.13 X 948.73 \ / X954.24 0 20 40 Feet SF DENOTES SILT FENCE I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the haw's of the State of Minnesota. / , _ /�1 hi�VMUA0.1�_ Awl DENOTES EXISTING CONTOUR 948 DENOTES PROPOSED CONTOUR X948.62 DENOTES EXISTING SPOT ELEVATION x 948.6 DENOTES PROPOSED SPOT ELEVATION $T DENOTES PROPOSED STORM SEWER ST DENOTES EXIS77NG STORM SEWER NOTES: 1. PROPOSED SPOT ELEVATIONS SHOWN ON CURB ARE GUTTER ELEVATIONS REV NO. DATE BY DESCRIPTION DESIGNED DRAWN C. S 0. T. J. B. CHECKED P.EO. I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the haw's of the State of Minnesota. / , _ /�1 hi�VMUA0.1�_ Awl www.ottoassociates.com 9 West Division Street T�O Buffalo, MN 55313 r (763)682-4727 SSOCIATES Fax (763)682-3522 Engineers & Land Surveyors, Inc. NOODLES & COMPANY HALIFAX DEVELOPMENT LLC CHANHASSEN, MN GRADING PLAN PROJECT NO: 14-0275 Cara M. Schwahn Otto License # 40433 Date: 6-19-14 SHEET NO. C6 OF C 1 O SHEETS DATE.' 8-19-14 X951.8' JX92.a j W W W existing 8" WU / \\ W W % X95238 \ l X951.20 ll i ' 1 t A X952.60 X951.50 - � Concrete Curb and Gutter_.., Block wall trash enclosure --954-- X954.91 954' X954.91 i \ X 95 U \ \ X950. \ DESIGNED DRAWN C S. 0. T. J. B. CHECKED P.E.O. l hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that lamaduly Licensed Professional Engineer under the laws of the State of Minnesota. WWwottoassociates.com 9 West Division Street TTp Bu(falo,MN55313 (763)682-4727 SSOC►ATES Fax:(763)682-3522 Engineers & Land Surveyors, Inc. V EROSION CONTROL PLAN PROJECT NO: 14-0275 v N� 1 SHEETNO. C7 OF C10SHEETS DATE 8-19-14 on ... 0&61 1 X950. CP `l �\ i cj6 \ I Sr \ r0'84 X960. A -� A \ \ V ��`"' ne Well \ \ Target Sin 1.4' Eo �� —...'....� \ `� ~ \_ X 953.13 of Qroperty Line `I 946 95 \X9.30-.., \� \ 952 \ X9 \..'SF 95057 X952.93 � d v X � �`�► X962 7 X951.17 S X946.88 X96. 966 a 1 948 ---__ 0 20 40 Feet IF y L J DENOTES INLET PROTECTION SF DENOTES SILT FENCE SEDIMENT AND EROSION CONTROL NOTES 1. ALL SILT FENCE SHALL BE INSTALLED PRIOR TO ANY GRADING ACTIVITY. 2. ALL DISTURBED AREAS SHALL BE RESTORED WITH SOD. REFER TO LANDSCAPE PLAN FOR PLANTING INFORMATION. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING, OR OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING EXISTING PAVED SURFACES CLEAN OF SEDIMENT AND MUD. SEDIMENT & MUD SHALL BE REMOVED WITHIN 24 HOURS OF DISCOVERY. REV. NO. DATE BY DESCRIPTION DESIGNED DRAWN C S. 0. T. J. B. CHECKED P.E.O. l hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that lamaduly Licensed Professional Engineer under the laws of the State of Minnesota. WWwottoassociates.com 9 West Division Street TTp Bu(falo,MN55313 (763)682-4727 SSOC►ATES Fax:(763)682-3522 Engineers & Land Surveyors, Inc. NOODLES & COMPANY HALIFAX DEVELOPMENT, LLC CHANHASSEN, MN EROSION CONTROL PLAN PROJECT NO: 14-0275 Cara M.SchwahnOtto License # 40433 Date: 8-19-14 SHEETNO. C7 OF C10SHEETS DATE 8-19-14 1 `l a 1 948 ---__ 0 20 40 Feet IF y L J DENOTES INLET PROTECTION SF DENOTES SILT FENCE SEDIMENT AND EROSION CONTROL NOTES 1. ALL SILT FENCE SHALL BE INSTALLED PRIOR TO ANY GRADING ACTIVITY. 2. ALL DISTURBED AREAS SHALL BE RESTORED WITH SOD. REFER TO LANDSCAPE PLAN FOR PLANTING INFORMATION. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING, OR OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING EXISTING PAVED SURFACES CLEAN OF SEDIMENT AND MUD. SEDIMENT & MUD SHALL BE REMOVED WITHIN 24 HOURS OF DISCOVERY. REV. NO. DATE BY DESCRIPTION DESIGNED DRAWN C S. 0. T. J. B. CHECKED P.E.O. l hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that lamaduly Licensed Professional Engineer under the laws of the State of Minnesota. WWwottoassociates.com 9 West Division Street TTp Bu(falo,MN55313 (763)682-4727 SSOC►ATES Fax:(763)682-3522 Engineers & Land Surveyors, Inc. NOODLES & COMPANY HALIFAX DEVELOPMENT, LLC CHANHASSEN, MN EROSION CONTROL PLAN PROJECT NO: 14-0275 Cara M.SchwahnOtto License # 40433 Date: 8-19-14 SHEETNO. C7 OF C10SHEETS DATE 8-19-14 NOTES: 1. Shape of back 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. 9 = 45' Minimum. 5. Place polyethylene between concrete & pipe. 6. All bends & fittings shall be restrained with Megolugs thrust restraints or equal 9 - See no PLAN 90' BENDS Variable --A 3' Mini- CONCRETE SHALL BE IN CONTACT WITH__L THIS QUADRANTa. 1"C C. OF PIPE BEDDING MATERIAL UNDISTURBED EARTH CONCRETE SECTION A -A PLAN 45' BENDS A - See --'- " L PLAN 22 1/2' BENDS CITYOF CONCRETE THRUST CHURM BLOCKING REVISED: 2-08 PLATE NO.: ENGINEERING DEPARTMENT 1002 FILE NAME: G:\ENG\SPECS\1002 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. BUTTRESS DIMENSIONS 7.5' COVER 8.0' COVER PIPE 22 1/2' BEND 45' BEND 90' BEND/TEE 22.5 SIZE B1 D1 B2 D2 B3 D3 6" V-5" V-5" V-5" V-5" 2'-1" V-6" 8" V-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'-10" 3'-0" 6'-2" 3'-6" 20" 3'-6" 2'-8" 5'-6' 3'-4" 8'-4" 4'-0" 24" 4'-4" 3'-0" 6'-10" 3'-10' 9'-8" 5'-0" 30" - - 9'-3" 6'-0" 17'-0 6'-0" PLAN 90' BENDS Variable --A 3' Mini- CONCRETE SHALL BE IN CONTACT WITH__L THIS QUADRANTa. 1"C C. OF PIPE BEDDING MATERIAL UNDISTURBED EARTH CONCRETE SECTION A -A PLAN 45' BENDS A - See --'- " L PLAN 22 1/2' BENDS CITYOF CONCRETE THRUST CHURM BLOCKING REVISED: 2-08 PLATE NO.: ENGINEERING DEPARTMENT 1002 FILE NAME: G:\ENG\SPECS\1002 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. 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. REVISED: 2-08 CITYOF I RESTRAINED PIPE j►►(�,ry REQUIREMENT FOR DIP ENGINEERING DEPARTMENT PLATE NO.: 1011 HYDRANTS SHALL BE CLOW MEDALLION OR WATEROUS WB -67-250 ALL HYDRANTS MUST BE APPROVED BY CITY THE HYDRANT MARKER SHALL BE A SPRING MOUNTED FIBERGLASS ROD 5' IN OVERALL LENGTH, FOR SIDE INSTALL MAGNETIZED MOUNT APPLICATION, USING RED & WHITE REFLECTIVE TRACER BOX (SNAKE TAPE WRAPPING OVER THE FULL LENGTH OF THE PIT) AS NEEDED PER ROD. DETAILS EXISTING OR FUTURE 5550,5501,5502 CURB OR GUTTER LINE HYDRANT VALVE BOX STREET 24" MIN. 2.0% 1 1/2" 3 2 HYDRANT SHOE AND BARREL SHALL BE a AS REQUIRED PLASTIC WRAPPED g - TYPICAL PER SECTION 2.03a.��. J � Z 1 CUBIC YARD OF -�L GATE VALVE TEE 1 1/2" CLEAR ROCK WITH ADAPTER AND 2 LAYERS OF POLYETHYLENE (4 MIL.) 8"X18"X5" SOLID CONCRETE BLOCK NOTES: 1. ALL HYDRANTS SHALL HAVE WEEP HOLES. 2. MINIMUM 7.5' COVER OVER MAIN. 3. ALL PAINTED SURFACES SHALL BE SUBJECT TO TWO YEAR WARRENTY 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 VIA 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. Cfffn1HYDRANT p TYPICAL Ill U�H�►1� INSTALLATION REVISED: 3-14PIE NO.: ENGINEERING DEPARTMENT 1004 FILE NAME: G:\ENG\SPECS\1004 Add Mastic Between Frame Manhole Casting and Adjusting And Rings Ring (See Plate 2110) Provide I&I Barrier on all sanitary -sewer manhole(see plate 2109) Manhole steps shall be • Neenah R -1981J, 16" on center. Steps Shall be on Downstream Side Unless Pipe Diameter is 18" or Larger All joints in manhole to have "O"ring rubber gaskets. Infi-shield external seals or as directed by the Engineer. A Maximum of 2 Short Manhole 4'-0" e Risers to be Used Directly Below Cone Section Pipe shall be cut out flush cn 5„ .•_� with inside face of wall. Q v Kor-n-seal required. SECTION VIEW Minimum thickness of precast base is 6" for 14' deep or less, and increases 1" in thickness for every 4' of depth greater than 14'. Precast Inverts Must be 1/2 of Pipe Diameter and Benches Sloped 2" Toward the Invert NOTE: 1. Kor-n-seal manhole or equal considered acceptable alternate. 2. All dog houses shall be grouted on inside and outside. 3. When the manhole or catch basin structure is constructed outside the traveled roadway a witness post and sign (MH) shall be installed next to the manhole. CITY OF STANDARD S� MANHOLE REVISED: 2-13 PLATE NO.: ENGINEERING DEPARTMENT 2101 FILE NAME: G:\ENG\SPECS\2101 DESIGNED DRAWN I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed C. S.O. C. S. 0. professional Engineer under the laws of the State of Minnesota. CAAA , P.E.O. Cara M. M. SChwahn Otto License # 40433 Date. 8-19-14 DROP LID a Tyler No. 6860 Mueller No. H-10361 Bibby -Ste -Croix No. B-5160 Grade TOP Tyler No. 6860 26" Mueller No. H-10361 26" Bibby -Ste -Croix No. VB502 27" EXTENSION Tyler No. 58 14" No. 59 18" No. 60 24" Mueller No. 58 14" No. 59 20" Bibby -Ste -Croix VB520 No. 57 9" V8521 No. 58 14" VB522 No. 59 20" VB523 No. 60 26" BOTTOM Tyler No. 6860 65" Mueller No. H-10361 65" Bibby -Ste -Croix No. VB516 60" 60" Valve and Box to ber plastic wrapped per I�L�J BASE section 2.03a 7.5' Minimum cover required over top of water main. -Provide Valve Stem Risers To Within 6" 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. Tyler 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. Mueller or American Flow Control Resilient Wedge Valve Conforming to AWWA �I C-515-80 Standards J With All Stainless Steel Nuts & Bolts. 18"X18"X8" Concrete Block CITYOF TYPICAL GATE VALVE CII 'sI( I AND BOX INSTALLATION REVISED: 2-09 PLATE NO.: ENGINEERING DEPARTMENT 1006 FILE NAME: G: ENG SPECS 1006 M 77 1 R .n ID3.. 1e" PLAN SECTION HORSESHOE DETAILS Manhole Casting and Adjusting Ring (See Plate 2110) Add Mastic Between Frame/- Provide I&I Barrier on all sanitary And Rings / sewer manhole (see plate 2109) -Manhole steps, Neenah R1981J or equal, 16' on center. Aluminum steps approved. Manhole steps shall be placed so that offset vertical portion of cone is facing downstream. -AIL joints in manhole to have "O"ring rubber gaskets. Infi-shield external seals as required by the Engineer. A Max. of 2 Short Manhole Risers to be Used Directly Below Cone Section NOTE: 1. Kor-n-seal manhole or approved equal. 2. When the manhole or catch basin structure is constructed outside the traveled roadway a witness post and sign shall be installed next to the manhole. 3. Pipe shall be cut flush with inside face of wall. 4. All dog houses shall be grouted on the inside and outside. 5. Precast invert should be 1/2 Dia. of pipe and benches sloped 2" toward invert. 6. Precast invert is required. 7. Horizontal ductile shall be poly wrapped. Minimum thickness of precast base is 6" for 14' deep or less, and increases 1" in thickness for every 4' of depth greater than 14' deep. Cut bell from DIP 7.0' COVER 7.5' COVER 8.0' COVER PIPE SIZE 22.5 45 90 DEAD END 22.5 45 " ° 90 DEAD END o 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 5 11 27 63 5 11 26 61 20" 7 15 35 80 7 14 34 77 6 13 32 75 24" 8 17 1 41 95 8 16 40 92 8 16 38 89 30" 1 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 69 167 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. REVISED: 2-08 CITYOF I RESTRAINED PIPE j►►(�,ry REQUIREMENT FOR DIP ENGINEERING DEPARTMENT PLATE NO.: 1011 HYDRANTS SHALL BE CLOW MEDALLION OR WATEROUS WB -67-250 ALL HYDRANTS MUST BE APPROVED BY CITY THE HYDRANT MARKER SHALL BE A SPRING MOUNTED FIBERGLASS ROD 5' IN OVERALL LENGTH, FOR SIDE INSTALL MAGNETIZED MOUNT APPLICATION, USING RED & WHITE REFLECTIVE TRACER BOX (SNAKE TAPE WRAPPING OVER THE FULL LENGTH OF THE PIT) AS NEEDED PER ROD. DETAILS EXISTING OR FUTURE 5550,5501,5502 CURB OR GUTTER LINE HYDRANT VALVE BOX STREET 24" MIN. 2.0% 1 1/2" 3 2 HYDRANT SHOE AND BARREL SHALL BE a AS REQUIRED PLASTIC WRAPPED g - TYPICAL PER SECTION 2.03a.��. J � Z 1 CUBIC YARD OF -�L GATE VALVE TEE 1 1/2" CLEAR ROCK WITH ADAPTER AND 2 LAYERS OF POLYETHYLENE (4 MIL.) 8"X18"X5" SOLID CONCRETE BLOCK NOTES: 1. ALL HYDRANTS SHALL HAVE WEEP HOLES. 2. MINIMUM 7.5' COVER OVER MAIN. 3. ALL PAINTED SURFACES SHALL BE SUBJECT TO TWO YEAR WARRENTY 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 VIA 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. Cfffn1HYDRANT p TYPICAL Ill U�H�►1� INSTALLATION REVISED: 3-14PIE NO.: ENGINEERING DEPARTMENT 1004 FILE NAME: G:\ENG\SPECS\1004 Add Mastic Between Frame Manhole Casting and Adjusting And Rings Ring (See Plate 2110) Provide I&I Barrier on all sanitary -sewer manhole(see plate 2109) Manhole steps shall be • Neenah R -1981J, 16" on center. Steps Shall be on Downstream Side Unless Pipe Diameter is 18" or Larger All joints in manhole to have "O"ring rubber gaskets. Infi-shield external seals or as directed by the Engineer. A Maximum of 2 Short Manhole 4'-0" e Risers to be Used Directly Below Cone Section Pipe shall be cut out flush cn 5„ .•_� with inside face of wall. Q v Kor-n-seal required. SECTION VIEW Minimum thickness of precast base is 6" for 14' deep or less, and increases 1" in thickness for every 4' of depth greater than 14'. Precast Inverts Must be 1/2 of Pipe Diameter and Benches Sloped 2" Toward the Invert NOTE: 1. Kor-n-seal manhole or equal considered acceptable alternate. 2. All dog houses shall be grouted on inside and outside. 3. When the manhole or catch basin structure is constructed outside the traveled roadway a witness post and sign (MH) shall be installed next to the manhole. CITY OF STANDARD S� MANHOLE REVISED: 2-13 PLATE NO.: ENGINEERING DEPARTMENT 2101 FILE NAME: G:\ENG\SPECS\2101 DESIGNED DRAWN I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed C. S.O. C. S. 0. professional Engineer under the laws of the State of Minnesota. CAAA , P.E.O. Cara M. M. SChwahn Otto License # 40433 Date. 8-19-14 DROP LID a Tyler No. 6860 Mueller No. H-10361 Bibby -Ste -Croix No. B-5160 Grade TOP Tyler No. 6860 26" Mueller No. H-10361 26" Bibby -Ste -Croix No. VB502 27" EXTENSION Tyler No. 58 14" No. 59 18" No. 60 24" Mueller No. 58 14" No. 59 20" Bibby -Ste -Croix VB520 No. 57 9" V8521 No. 58 14" VB522 No. 59 20" VB523 No. 60 26" BOTTOM Tyler No. 6860 65" Mueller No. H-10361 65" Bibby -Ste -Croix No. VB516 60" 60" Valve and Box to ber plastic wrapped per I�L�J BASE section 2.03a 7.5' Minimum cover required over top of water main. -Provide Valve Stem Risers To Within 6" 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. Tyler 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. Mueller or American Flow Control Resilient Wedge Valve Conforming to AWWA �I C-515-80 Standards J With All Stainless Steel Nuts & Bolts. 18"X18"X8" Concrete Block CITYOF TYPICAL GATE VALVE CII 'sI( I AND BOX INSTALLATION REVISED: 2-09 PLATE NO.: ENGINEERING DEPARTMENT 1006 FILE NAME: G: ENG SPECS 1006 M 77 1 R .n ID3.. 1e" PLAN SECTION HORSESHOE DETAILS Manhole Casting and Adjusting Ring (See Plate 2110) Add Mastic Between Frame/- Provide I&I Barrier on all sanitary And Rings / sewer manhole (see plate 2109) -Manhole steps, Neenah R1981J or equal, 16' on center. Aluminum steps approved. Manhole steps shall be placed so that offset vertical portion of cone is facing downstream. -AIL joints in manhole to have "O"ring rubber gaskets. Infi-shield external seals as required by the Engineer. A Max. of 2 Short Manhole Risers to be Used Directly Below Cone Section NOTE: 1. Kor-n-seal manhole or approved equal. 2. When the manhole or catch basin structure is constructed outside the traveled roadway a witness post and sign shall be installed next to the manhole. 3. Pipe shall be cut flush with inside face of wall. 4. All dog houses shall be grouted on the inside and outside. 5. Precast invert should be 1/2 Dia. of pipe and benches sloped 2" toward invert. 6. Precast invert is required. 7. Horizontal ductile shall be poly wrapped. Minimum thickness of precast base is 6" for 14' deep or less, and increases 1" in thickness for every 4' of depth greater than 14' deep. Cut bell from DIP A join with stainless g West Division Street Buffalo, MN 55313 steel repair sleeve . or approved equal Varies 12"-16" 20 5„ DIP - 8" DIP tee section 10 Horseshoes filled with concrete mortar on all w sides (see detail a oy of /2 Dia of pipe j ,.• Poly wrap ductile 21" 79„ Precast 8"-1/4 bend integral with base section SECTION VIEW REVISED: 2-13 FILE NAME: C:\EN CITY OF I SANITARY SEWER OUTSIDE fA11A1QQL'Ai DROP MANHOLE ENGINEERING DEPARTMENT I PLATE No.: 2103 NOODLES & COMPANY HALIFAX DEVELOPMENT, LLC CHANHASSEN, MN BLOCK (TYI Note: CONDUCTIVITY STRAPS TO BE PLACED AROUND MEGALUG BOLTS AND WELDED TO WATER MAIN. CROSSES NOTES: 1. MEGALUGS 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 AT CERTAIN HYDRANTS. 4. ALL FITTINGS, NUTS, AND BOLTS SHALL BE SPRAYED USING A BITUMINOUS COAL TAR COAT SUPPLIED BY THE MANUFACTURER. 5. BLOCKING AGAINST UNDISTURBED SOILS. SLEEVES CI1iOF TYPICAL CI�i�ASSEN M EGALU G LOCATION REVISED :3-09 17777 ENGINEERING DEPARTMENT 1009 FILE NAME: G: ENG SPECS 1009 "1/1 BARRIER" INNER 1" MANHOLE RING SEAL AS MANUFACTURED BY "STRIKE PRODUCTS" OR APPROVED EQUAL PRECAST, BLOCK, ORE--\ BRICK MANHOLE CONCORB27 MANHOLE FRAME AND COVER e P HDPE OR PRECAST I CONCRETE ADJUSTING RINGS MASTIC SEAL BETWEEN FRAME AND STRUCTURE 4- 48" 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 NOT REST ON SEAL. 2. PLACE "MASTIC" ON TOP OF CONE SECTION AND BENEATH SEAL. 3. NOT TO BE USED WHEN THERE ARE MORE THAN 5 RINGS OR NO RINGS. 4. CONTRACTOR SHALL INSTALL THE SEALS, THEN CONTACT THE CITY UTILITY SUPERINTENDENT FOR INSPECTION AT (952) 227-1300. CITYOF I & ,1 HMSEN BARRIER REVISED: 1-10 ENGINEERING DEPARTMENT PLATE No.: 2109 FILE NAME: G: ENG SPECS 2109 PROJECTNO. DETAILS 14-0275 SHEET NO. C8 OF C 10 SHEETS DATE. 8-19-14 www.offoassociates.com TTo QSOCIATES g West Division Street Buffalo, MN 55313 (763)68211727 Fax (763)682-3522 Engineers &Land Surveyors, lnc. CITY OF I SANITARY SEWER OUTSIDE fA11A1QQL'Ai DROP MANHOLE ENGINEERING DEPARTMENT I PLATE No.: 2103 NOODLES & COMPANY HALIFAX DEVELOPMENT, LLC CHANHASSEN, MN BLOCK (TYI Note: CONDUCTIVITY STRAPS TO BE PLACED AROUND MEGALUG BOLTS AND WELDED TO WATER MAIN. CROSSES NOTES: 1. MEGALUGS 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 AT CERTAIN HYDRANTS. 4. ALL FITTINGS, NUTS, AND BOLTS SHALL BE SPRAYED USING A BITUMINOUS COAL TAR COAT SUPPLIED BY THE MANUFACTURER. 5. BLOCKING AGAINST UNDISTURBED SOILS. SLEEVES CI1iOF TYPICAL CI�i�ASSEN M EGALU G LOCATION REVISED :3-09 17777 ENGINEERING DEPARTMENT 1009 FILE NAME: G: ENG SPECS 1009 "1/1 BARRIER" INNER 1" MANHOLE RING SEAL AS MANUFACTURED BY "STRIKE PRODUCTS" OR APPROVED EQUAL PRECAST, BLOCK, ORE--\ BRICK MANHOLE CONCORB27 MANHOLE FRAME AND COVER e P HDPE OR PRECAST I CONCRETE ADJUSTING RINGS MASTIC SEAL BETWEEN FRAME AND STRUCTURE 4- 48" 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 NOT REST ON SEAL. 2. PLACE "MASTIC" ON TOP OF CONE SECTION AND BENEATH SEAL. 3. NOT TO BE USED WHEN THERE ARE MORE THAN 5 RINGS OR NO RINGS. 4. CONTRACTOR SHALL INSTALL THE SEALS, THEN CONTACT THE CITY UTILITY SUPERINTENDENT FOR INSPECTION AT (952) 227-1300. CITYOF I & ,1 HMSEN BARRIER REVISED: 1-10 ENGINEERING DEPARTMENT PLATE No.: 2109 FILE NAME: G: ENG SPECS 2109 PROJECTNO. DETAILS 14-0275 SHEET NO. C8 OF C 10 SHEETS DATE. 8-19-14 ADD MASTIC BETWEEN FRAME AND RINGS — I&I BARRIER SEE DEATAIL 2109 a. RINGS SHALL BE SET ON ABS SEALANT OR APPROVED EQUAL. iL�1.5" BIT. WEAR 7'_2" BIT BASE '• HDPE OR PRECAST CONCRETE ADJUSTING RINGS a 6" THICK CONCRETE 27" COLLAR NOTE: 2 -PIECE COVER RISER RINGS ARE NOT ALLOWED. BIT. WEAR COURSE ADJ. DETAIL E CASTING SHALL BE NEENAH# R-1642 OR MCI# 309 AND SHALL INCLUDE SELF SEALING VARIES TYPE LIDS STAMPED SANITARY SEWER OR STORM SEWER AS APPROPRIATE WITH TWO CONCEALED PICK HOLES —/ MIN. (2-2") ADJ. RINGS AND ° MAX.(3-4 ) ADJ. RINGS (1-2" RING WITH MORTOR = 0.2') I&I BARRIER 27" SEE DEATAIL 2109 -ADD MASTIC BETWEEN FRAME AND RINGS _ BIT. BASE OR BINDER HDPE 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. HDPE ADJUSTING RINGS SHALL BE BEDDED WITH SEALANT MANUFACTURED BY LADTECH INC. OR APPROVED EQUAL. 3. ALL ADJUSTS SHALL INCLUDE NEW RINGS FROM CASTING TO CONE. my Of MANHOLE CASTING AND a fllil= ADJUSTING DETAIL REVISED:3-14PLATE NO.: ENGINEERING DEPARTMENT 2110 FILE NAME: G:\ENG\SPECS\2110 NOTE: 1- V Grate Shown 2- VB Grate Shown shall be used at all low points. Face of Curb Direction of Flow Catchbasin casting and grate Neenah R3067 -V or equal 3" radius curb box. Precast concrete or HDPE adjusting rings. Minimum of 2-2", maximum of 5-2" concrete adjusment rings allowed with 1/4" - to 1 /2" bed of mortar between each and a 6" thick concrete collar on the outside. Doghouses shall be grouted on both the inside and outside. in I�Z Grate to be 2" below gutter grade. 5 transition curb on each side of catchbosin. Top of Curb Varies 6 1/2" Varies 24" x 36" Precast5„ 3' minimum 3" Grout 6"Min. base SECTION NOTES: 1. Steps shall be provided in all catch basin/manholes and storm sewer manholes. 2. Casting to be totally encased in concrete curb section. 3. No block structures are allowed. 4. No wood shims are permitted in the adjusting rings. ,t 111 OF I STORM SEWER CATCH BASIN C0130 2' X 3' RECTANGULAR REVISED: 1-10 PLATE NO.: ENGINEERING DEPARTMENT 3101 FILE NAME: G: ENG SPECS 3101 Compacted Normal Fill Material, Compacted to 95% of the Standard Proctor Density fl I III 0 it —I I Varies -I > I I I i I—I I —I i I I i IIII—I i I—I i I Shaped Natural Ground to pipe NOTES: 1. When existing soil conditions are 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. 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. The Bottom of the Trench Shall be Shaped to Fit the Pipe Barrel for at Least 50% of the pOutside Diameter. CITYOF PIPE BEDDING ��yp�� IN GOOD SOILS CON�SSEN RCP & DIP REVISED: 1-10 PLATE NO.: ENGINEERING DEPARTMENT 2202 FILE NAME: G: ENG SPECS 2202 24"x36" slab opening for Neenah R3067 -V or equal 00 1 Nate: � 1- V Grate shown 0 o 2- VB Grates shall be used at all low o points. Neenah R3067 -V casting and grate or equal. PLAN Minimum of 2 maximum of 5-2" 6" Conc. collar concrete adjustment rings with full beds of mortar. �— Precast concrete or HDPE adjusting rings. 6" precast reinforced concrete slab. Top of barrel section under top slab to have flat top edge sealed with 2 beads of Ramnek or equal. All joints in manhole to have "0" ring rubber gaskets. Precast concrete section NOTES: 1. Doghouses shall be grouted on both the outside and inside. 2. No block structures are allowed. Manhole steps, Neenah R1981J or equal, 16" o.c., Aluminum steps approved. Minimum slab thickness, 6" for 14' depth. Increase thickness 1" for each 4of depth greater than 14', and reinforce with 5"x6" 10/10 mesh. Grout bottom of manhole to 1/2 SECTION diameter at pipe and slope grout 2" toward invert. CITYOF TYPICAL 4' DIAMETER COMER CATCH BASIN MANHOLE REVISED: 2-10 PLATE NO.: ENGINEERING DEPARTMENT 3102 FILE NAME: G: ENG SPECS 3102 DESIGNED DRAWN io 1/2"r o . PROJECT NO: 0 E Professional Engineer under the laws of the State of Minnesota. 9 West Division Street Jr DETAILS 14-0275 Varies -1r Compacted Can � Buffalo, 55313 TTo 4'-0" Typ. � 0 0 + + + + + + 5" + + + + + + 6" 1 Distance to variable _ Cara M Schwahn Otto Date: 8-19-14 1/2"r� �— Precast concrete or HDPE adjusting rings. 6" precast reinforced concrete slab. Top of barrel section under top slab to have flat top edge sealed with 2 beads of Ramnek or equal. All joints in manhole to have "0" ring rubber gaskets. Precast concrete section NOTES: 1. Doghouses shall be grouted on both the outside and inside. 2. No block structures are allowed. Manhole steps, Neenah R1981J or equal, 16" o.c., Aluminum steps approved. Minimum slab thickness, 6" for 14' depth. Increase thickness 1" for each 4of depth greater than 14', and reinforce with 5"x6" 10/10 mesh. Grout bottom of manhole to 1/2 SECTION diameter at pipe and slope grout 2" toward invert. CITYOF TYPICAL 4' DIAMETER COMER CATCH BASIN MANHOLE REVISED: 2-10 PLATE NO.: ENGINEERING DEPARTMENT 3102 FILE NAME: G: ENG SPECS 3102 "Bc" Denotes outside diameter of pipe NOTES: 1. A soils Engineer will be required to determine the depth of the pipe foundation embedment material if needed. Pipe foundation material shall be in accordance with MNDOT 3149.2H course filter aggregate. 2. P.V.C. bedding shall be MNDOT 3149.28 select granular borrow with 100% passing a 3/4" sieve, and less than 10% passing a NO. 200 sieve. REVISED: 2-10 FILE NAME: G: ENC NOTE Cfff OF I PIPE BEDDING 10MR 1 FOR P.V.C. PIPE ENGINEERING DEPARTMENT 1P'E NO.: 2203 1 1/2" BITUMINOUS WEAR COURSE (MNDOT 2360 SPWEA240B) 3" BITUMINOUS BASE COURSE (MNDOT 2360 SPNW8230B) 10" CLASS 5 AGGREGATE BASE (MNDOT 3138) COMPACTED SUBGRADE PARKING LOT PAVEMENT SECTION 1. CLASS 5 SHALL BE PLACED UNDER CURB & 1' BEYOND BACK OF CURB OR BITUMINOUS EDGE. 2. SECTION & SUBGRADE SHALL BE VERIFIED BY A GEOTECHNICAL ENGINEER. 6" CONCRETE (MIX 3A32) MN/DOT SPEC. 2521 6" — 4" CL. 5 BASE VARIES (SEE PLANS) Joint spacing at 5' intervals. Expansion joint spacing at 100' intervals and when abutting existing concrete or structure. CONCRETE SIDEWALK MINIMUM 6" OF 12" OD12" COMPACTED SAND O.D. PROPOSED SEWER _ O.. 18" MIN. SEPARATIONi�� �\\\\\< 3" STYROFOAM INSULATION TRANSITION TO SPECIFIED ONE PIPE LENGTH DEPTH (TYPICAL). INSTALL VERTICAL BENDS WITH MEGA LUGS AS REQUIRED. WATERMAIN UNDER STORM SEWER NOTE: INSULATION AND COMPACTED SAND SHALL EXTEND 12" PAST OUTSIDE OF PIPE INSULATION SHALL OVER LAP AT JOINTS BY MIN. OF 12" REVISED: 1-1D CITIOFWATERMAIN / STORM SEWER [Ixu►cUN CROSSING ENGINEERING DEPARTMENT I PLATE No.: 2204 DESIGNED DRAWN 6" Distance to CE variable 1/2"r 3"r PROJECT NO: 1 /2"r Top Bituminous Material Professional Engineer under the laws of the State of Minnesota. 9 West Division Street -1 DETAILS 14-0275 -1r Compacted Can � Buffalo, 55313 TTo . -- Backfill + + + + ++++ + + + + + + + + + + + + + 6" 1 Distance to variable _ Cara M Schwahn Otto Date: 8-19-14 1/2"r� 3„r 1/2„r Top Bituminous Material .1.::�3 slope License # 40433 CO + + + + + + + Concrete Curb and Gutter + + + + + + B c + + + + + + �' Embedment - + + + z + + + + + + + + 0 SgeF + + + + + + + + I - r r Material Parking Lots, or Medians. 28"R 12"R 16" 6„ - + + + + + + + + + + + r' 68"R N , + + + + + + + + + + I • Required \ If (see Note 1) "Bc" Denotes outside diameter of pipe NOTES: 1. A soils Engineer will be required to determine the depth of the pipe foundation embedment material if needed. Pipe foundation material shall be in accordance with MNDOT 3149.2H course filter aggregate. 2. P.V.C. bedding shall be MNDOT 3149.28 select granular borrow with 100% passing a 3/4" sieve, and less than 10% passing a NO. 200 sieve. REVISED: 2-10 FILE NAME: G: ENC NOTE Cfff OF I PIPE BEDDING 10MR 1 FOR P.V.C. PIPE ENGINEERING DEPARTMENT 1P'E NO.: 2203 1 1/2" BITUMINOUS WEAR COURSE (MNDOT 2360 SPWEA240B) 3" BITUMINOUS BASE COURSE (MNDOT 2360 SPNW8230B) 10" CLASS 5 AGGREGATE BASE (MNDOT 3138) COMPACTED SUBGRADE PARKING LOT PAVEMENT SECTION 1. CLASS 5 SHALL BE PLACED UNDER CURB & 1' BEYOND BACK OF CURB OR BITUMINOUS EDGE. 2. SECTION & SUBGRADE SHALL BE VERIFIED BY A GEOTECHNICAL ENGINEER. 6" CONCRETE (MIX 3A32) MN/DOT SPEC. 2521 6" — 4" CL. 5 BASE VARIES (SEE PLANS) Joint spacing at 5' intervals. Expansion joint spacing at 100' intervals and when abutting existing concrete or structure. CONCRETE SIDEWALK MINIMUM 6" OF 12" OD12" COMPACTED SAND O.D. PROPOSED SEWER _ O.. 18" MIN. SEPARATIONi�� �\\\\\< 3" STYROFOAM INSULATION TRANSITION TO SPECIFIED ONE PIPE LENGTH DEPTH (TYPICAL). INSTALL VERTICAL BENDS WITH MEGA LUGS AS REQUIRED. WATERMAIN UNDER STORM SEWER NOTE: INSULATION AND COMPACTED SAND SHALL EXTEND 12" PAST OUTSIDE OF PIPE INSULATION SHALL OVER LAP AT JOINTS BY MIN. OF 12" REVISED: 1-1D CITIOFWATERMAIN / STORM SEWER [Ixu►cUN CROSSING ENGINEERING DEPARTMENT I PLATE No.: 2204 REV. NO. DATE BY DESCRIPTION DESIGNED DRAWN 6" Distance to CE variable 1/2"r 3"r PROJECT NO: 1 /2"r Top Bituminous Material Professional Engineer under the laws of the State of Minnesota. 9 West Division Street 1 slope 3 4" er ft DETAILS 14-0275 CHECKED Can � Buffalo, 55313 TTo . 8"0 18" MnDOT B618 ,a (763)682-4-4 727 SSOCIATES Fax (763)682-3522 Engineers d Land Surveyors, Inc. � CHANHASSEN MN Concrete Curb and Gutter 6" 1 Distance to variable _ Cara M Schwahn Otto Date: 8-19-14 1/2"r� 3„r 1/2„r Top Bituminous Material .1.::�3 slope License # 40433 CO 3/4 per MnDOT 8612 ;'. Concrete Curb and Gutter •• � 8” 12” NOTE: For Use Only with Private Driveways, Parking Lots, or Medians. 28"R 12"R 16" Top Bituminous Material 68"R N • \ 17 1/2" 10 1/2" Surmountable Concrete Curb and Gutter 28" 4„ 4.. 1 1 /8"r Bituminous Surface Bituminous Curb N 6" Shoe Formed TYPICAL CURB pCITYOF Ciltft111e►1S� AND GUTTER REVISED: 3-10 ENGINEERING DEPARTMENT PLATE NO.: 5203 FILE NAME: G:\ENG\SPECS\5203 REV. NO. DATE BY DESCRIPTION DESIGNED DRAWN I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that l am a duly Licensed www, ottoassociates. com NOODLES & C O M PA N Y PROJECT NO: C S 0. C S 0. Professional Engineer under the laws of the State of Minnesota. 9 West Division Street DETAILS 14-0275 CHECKED Can � Buffalo, 55313 TTo HALIFAX DEVELOPMENT LLC P.E.O. ,a (763)682-4-4 727 SSOCIATES Fax (763)682-3522 Engineers d Land Surveyors, Inc. � CHANHASSEN MN _ Cara M Schwahn Otto Date: 8-19-14 SHEET NO. C9 OF C 10 SHEETS DATE 8-19-14 License # 40433 / 6"MIN.DEPTH FOR ROCK 10"MIN.DEPTH FOR WOODCHIPS 1"-2" CLEAN CRUSHED ROCK 000cyoo� � 18" MINIMUM CUT OFF BERM TO MINIMIZE RUNOFF FROM SITE FILTER FABRIC NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. SEDIMENT TRAP MANUFACTURED BY WI MCO, LLC.SHAKOPEE, MN., ESS BROS., CORCORAN, MN. OR EQUAL SPECIFICATIONS AND STANDARDS DESIGN LOADS 100 FEET 2 - 5,% 75 FEET AISC MMUAL OF STEEL CONSTRUCTION, I ALLOWABLE AXLE WEIGHT LOAD NSA AWS STRUCTURAL DIN- CODE - STEEL, D1.1-94. SAFETY FACTOR NTA 29 CFR 1926 - OSHA SAFETY AND HEATH STANDARDS WATER FLOW RATE (THROUGH TYPE FF FILTER) 0.707 CFS O 3• HEAD MAXIMUM OVERFLOW RATE msr o 7 k �/ YDg ° ti - a ari £ a cad f f- �l z $O '` ISN+ `5*1 R 81 '. 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L " aiA � s 'fib I :j _`} �lv} I`rj'•u s < :i rl nq riT rig ;� - E� � •i R� mtl de§ � 1i � z _ _ s , � yN—' ra1 V3 • c, \ q1i J« ti ^ 5' • c { [ I ��� (- y: �: �.,,/ / 3u Y it/m9 ■■ .ate I -_--- L yy a �02< c PLANPLAN STAN➢ARD- Sl1EET 140. STANDA50 (3 9 y..gp[ §1)}p1i@ pN1 gQT N6 6-PYt1CD 0 9P 6j RO STANDARD APPROVED MAY N, 201E MOCOT 5 291 ZITS :`5 N •n SEEi CfffOF Pedestrian Curb Ramps 1d1iOF Pedestrian Curb Ramps OF Pedestrian Curb Ramps OI� Page 1 of 5CU Page 3 of 5 �8�� Page 5 of 5 REVISED: 3-14 ENGINEERING DEPARTMENT PLATE NO.: 5215 REVISED: 3-14 ENGINEERING DEPARTMENT PLATE NO.; 52158 REVISED: 3-14 ENGINEERING DEPARTMENT PLATE NO.: 52150 FlIF NAME; G:\ENG\SPECS\5215 FlLE NAME:G ENG SPECS\52156 FILE NAME: G:\ENG\SPECS\52150 / 6"MIN.DEPTH FOR ROCK 10"MIN.DEPTH FOR WOODCHIPS 1"-2" CLEAN CRUSHED ROCK 000cyoo� � 18" MINIMUM CUT OFF BERM TO MINIMIZE RUNOFF FROM SITE FILTER FABRIC NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. SEDIMENT TRAP MANUFACTURED BY WI MCO, LLC.SHAKOPEE, MN., ESS BROS., CORCORAN, MN. OR EQUAL SPECIFICATIONS AND STANDARDS DESIGN LOADS 100 FEET 2 - 5,% 75 FEET AISC MMUAL OF STEEL CONSTRUCTION, 9TH EDITION. ALLOWABLE AXLE WEIGHT LOAD NSA AWS STRUCTURAL DIN- CODE - STEEL, D1.1-94. SAFETY FACTOR NTA 29 CFR 1926 - OSHA SAFETY AND HEATH STANDARDS WATER FLOW RATE (THROUGH TYPE FF FILTER) 0.707 CFS O 3• HEAD MAXIMUM OVERFLOW RATE 5.94 CFS O 15" HEAD MODEL#CG23 DEFLECTOR PLATE OVERFLOW 1 - CENTER OF FILTER A`. � OVERFLOW 2 - TOP OF CURB BOX /- 10" FILTER ASSEMBLY CG -23 HIGH-FLOW HIGH-FLOW FABRIC NOTES: 1. CLEAN FILTER MEDIA AFTER EACH RAIN EVENT AND REPLACE IF FILTER IS CLOGGED WITH SEDIMENT. 2. REMOVE DEBRIS/SEDIMENT FROM RECEPTACLE AFTER EACH RAIN EVENT. WOODEN LATH SHALL BE NAILED SECURELY TO THE POST MEMBER TO SECURE FILTER FABRIC. 2" X 4" X 3' LONG WOOD POSTS, 8 REQ'D. NOTES CONTRACTOR SHALL CONSTRUCT SILT BOX TO FIT AROUND THE INLET STRUCTURE WITH 6" MINIMUM CLEARANCE TO EDGES OF STRUCTURE. SILT BOX TO BE PLACED ON AN EVEN SURFACE 6" BELOW STRUCTURE OPENING. TOP OF SILT BOX TO EXTEND 18" MINIMUM ABOVE EXISTING GRADE. t,111OF ROCK , ,tlff'OAF CATCH BASIN SE CONSTRUCTI E N TR A N EON VI1Hlli�S� AMMMA ►1 SEDIMENT TRAP REVISED: 1-10 ENGINEERING DEPARTMENT PLATE NO.: REVISED: 1-10 PLATE NO.: 5302A REVISED: 1-10 FILE NAME: G:\ENG\SPECS\5301 5301 FILE NAME: G:\ENG\SPECS\5302A ENGINEERING DEPARTMENT FILE NAME: G:\ENC 2" X 4" HORIZONTAL MEMBERS CONTINUOUS AROUND TOP AND BOTTOM. FASTENED TO EACH POST USING 2-16D COMMON NAILS MONOFILAMENT GEOTEXTILE FABRIC AS PER MNDOT TABLE 3886-1 (MACHINE SLICED). ADDITIONAL 8-10" OF FABRIC FLAP AT BOTTOM OF BOX 8-10" FABRIC FLAP- BURY UNDER ROCK TO PREVENT R I UNDERWASHING 2" WASHED ROCK 1' DEEP X 2' WIDE �r CM OF SILT BOX SEDIMENT TRAP 1�.BHIt1IlA►l►lfill ENGINEERING DEPARTMENT PLATE No.: 5302G 5 FT. MIN. LENGTH STEEL POST AT 6 FT. MAX. SPACING GEQTEXTILE FABRIC PLASTIC ZIP TIES 36' WIDE (50 LB. TENSILE) LOCATED IN TOP 8" TIRE COMPACTION ZONE FLOW FLOW Z F r w 2� 0] O� w MACHINE SLICE SILT FENCE, MACHINE SLICED 1 2 5 FT. MIN. LENGTH STEEL POST AT 6 FT. MAX. SPACING I- V) 0Z �w zo �w O] Dow 5 FT. MIN. LENGTH STEEL POST AT 6 FT. MAX. SPACING PLASTIC ZIP TIES (50 LB. TENSILE) LOCATED IN TOP 8" FLOW OZ aw Ili zo �w 6"MIN. s ow N GEOTEXTILE FABRIC I 36" WIDE 6"MIN. F LOW SILT FENCE, HEAVY DUTY1 2 GEOTEXTILE FABRIC 36" WIDE STAPLES -FABRIC ANCHORAGE TRENCH. BACKFILL WITH TAMPED NATURAL SOIL FLOW SILT FENCE, PREASSEMBLED 1 2 NOTES: SILT FENCE PER MNDOT SPECS. SOURCE 2005 SEE SPECS. 2573 & 3886. 1O To Protect Area From Sheet Flow O2 Maximum Contributing Area: 1 Acre SILT FENCE TO BE PLACED ON CONTOUR. SEE SLOPE/GRADE AND LENGTH CRITERIA BELOW �. V ARI ABLE SLOPE / SLOPE GRADE MAX LENGTH LESS THAN 2% 100 FEET 2 - 5,% 75 FEET 5 -10% 50 FEET 10 - 20 % 25 FEET GREATER THAN 20% 15 FEET LOCATION OF SILT FENCE FOR SEDIMENT CONTROL SLOPE V ARI ABLSIRABLE SILT FENCE NEAR TOE OF SLOPE OUTSIDE OF CONSTRUCTION LIMITS LOCATION OF SILT FENCE FOR PEREMITER CONTROL affOF SILT ,tINl1Il 0 FENCE It REVISED: 3-12 ENGINEERING DEPARTMENT PLATE NO.: 5300 FILE NAME: G: \ENG\SPECS\5300 0 PROJECT NAME PROJECT DESCRIPTION -A 54 LOT SINGLE FAMILY RESIDENTIAL SUBDIVISION DEVELOPER- NAME PHONE NUMBER CONTACT- NAME PHONE NUMBER PERMITTED CONSTRUCTION HOURS-MON.-FRI. 7AM-6PM SATURDAY 9AM-5PM ABSOLUTELY!!! NO CONSTRUCTION ACTIVITY, MAINTENANCE OR DELIVERIES ALLOWED ON SITE OUTSIDE OF THESE HOURS. CITY OF CHANHASSEN ENGINEERING DEPARTMENT 952-227-1160 u�1rr. 1. SIGN SHALL HAVE A MINIMUM OF TWO POSTS. 2. INSTALL SIGNS AT ALL CONSTRUCTION ENTRANCES. 3. SIGN SHALL HAVE WHITE BACKGROUND WITH BLACK LETTERING. 4. LETTER SIZE TO FIT 8' X 6' SIGN. Cfff OF DEVELOPMENT ,MME INFO SIGN REVISED: 1-10 ENGINEERING DEPARTMENT PLATE No.: 5313 FILE NAME: G: \ENG\SPECS\5373 REV. NO. DATE BY DESCRIPTION DESIGNED DRAWN l hereby certify that this plan, specification, or report was prepared by www. ottoassociates.com PROJECT NO: me or under my direct supervision and that l am a duly Licensed NOODLES & C O M PA N Y C. S.O. T. J. B. Professional Engineer under the laws of the State of Minnesota. 9 West Division Street DETAILS 14-0275 CHECKED TTo Buffalo, MN 55313 HALIFAX DEVELOPMENT LLC Q - (763)682-4727 P.E.O. Cara M. Schwahn Otto SSOCIA7ES Fax: (763)682-3522 CHANHASSEN MN DATE: License # 40433 Date: 8-19-14 Engineers & Land Surveyors, Inc. � SHEET NO. C 10 OF C 10 SHEETS 8-19-14 FINISH PRODUCT SPECIFICATIONS ��,� ...�.....m�,...m Q% Tvao= no EmRr a -�*a Ewlnlr �C'naaa� 1EXTERIOR..EifVAM -EAST ASK% _. 1 EXTERIORELEVATION-WEST Ivy -as m s v Aar chitects. T�.rItlE 100 Portland Ave. South Suite 100 Minneapolis, MN 55401 612 371-6440 T 612 332-0710 F —�aais www.aarchitectslic.com v M r4 r^ » wv ael wEpEys illd� a 4�>b M Er .rtl � wa N m. rc mam tl. rOrm�G we awm. erc+ro� m rtltlY b s m N • wrctba. rtl bfeSeOpajut IbepP/s Nam. IYIRwwyrlw4 {r D] menM1OM1ms Y Yd M w 4lbV b +n s.s r fmEbr a wr ww EYYfrrEr �. Pmsm:U rwralG ortl � r 0� a p9tii Y rrYanuwe EYm tl tlge tl Elen rt42ttm waE1�IpLLC Ir4ryrrEr Ac�Erasv,a i:wr �itl1Ytl11ErfwIEEIyN'A %Crnfm. I ��YAiV Itllrlaa YjWYMtlRc �b rrrYrM..a _ rT rw. v w PI� A. 1Eb 4M UEAS LE X201 AST YAIFAVENUE SUFE 200 DENVER, CO 80222 MArI OUTLOT BUILDING VACANT TARGET OUTLOT SITE CHANIKSSM W 55317 EN m PRELIMINARY FLOOR PLAN PRELIMINARY WERIOR ELEVATIONS III ECT Kp 13301 AS SHOWN m 08/15111 Yrp rR PRELIMINARY NOT FOR CONSTRUCTION IY1R SK OF aaa}veusnas vY �taanal.sl uw. eaa Ya >Yrf i i g .•�1 � y. i• \ i,. 4r f.1 i, u • ,Y� L, . i-- _. sumo: as®x, w•,as �. \F'„e\ rI\\ um IC—MA Halifax Development, LLC """ NOODLES-CHAMPLIN,MN"^ 0201 East Yale Ave,Suite 200 os Denver, CO 80222 non. w nlomame rux _ L DRAWN BY BRIAN MEYER SALESPERSON: BRB1N MEYER DATE: 08/13/14 - - DESIGNM:DSISB — CQN00000 DESCRIPTION QUANTITY: (1)ONE OF SIGN CABINET: FABRICATEDALUMINUM RETAINER: FABRICATED ALUMINUM T-SAR: 2 -ALUMINUM FACES: to WHITE LOI - LIGHTING: MITE LED FINISH: STANDARD SATIN FINISH POLE: 4' %4"R 1/4' MCN POLE MOUNTING SADDLE ANGLES POWER: PERLOCALCOOE_ FOUNDATION: OIRECTEMBEDMENT (BELOW FROSTLINE) 0 PI PAINT TO NATCN BPUWNON BUILDING 0 R2 MINT TO Bit CIURCOAL ON BUILDING NOOplfS A I It 4 1 MAS INS All, Aft (Min) 8' e'.o' INinl IM im 71 (FUTURE TENANT SPACE) IN inl TL mml A EIEVAl10N NEW CITY OFCHANHASSEN RECEIVED AUG 15 CHANHASENPLANIIIINOpEPTOPTION #1 I 11111 vwE. WNDELOLANFACES VIII d4RI.uY PwMED GPA PINKS IWK LAYER W/L A EIANEW P F ✓Cilv3/ LOCATION: CHANHASSEN, MN DRAWN BY BRIAN MEYER SALESPERSON. BRIAN MEYER DATE. 00/13/14 DESIGN*: D6133 PAGE. 2 QUANTITY: (I)ONE DIF SIGN CABINET: FABRICATED ALUMINUM RETAINER: FABRICA70 ALUMINUM MBAR: 2'ALUMINUM FACES: 177 MITE W LEXAN LIGHTING: MITE LED FINISH: DRYMT TEXTURE ON CABINET POLE: 4'X 4'X 1/4' THICK POLE MOUNTING: SADDLE ANGLES POWER: PER LOCA. CODE FOUNDATION: DIRECT EMBEDMENT (SELOWFROSTUNE) P I MINT TO MATCH SHOWN ON BUILGING P P MINT TO WTCN CHARCOAL ON BUILDING MOOOIFS "- NGOOLEt w(OMGPNY I VMS � S BUILDING ELEVATIONS FOR REFERENCE Je Nyou�ol9umitllon na�if rl to Ae son. Cre�lrve 6ron wN enEeewrlo OPTION #2 A I1DNlW ra MDMNEW 8�u e. rm L0CABGNCHANHASSEN, MN DRAM BY: BRIAN MEYER SALESPERSON. BRIAN MEYER DATE 08/13/14 DESIGN N' D8183 PAGE 3 IEVISION U0Q m - 00/0RN000 DESCRIPTION SITE PLAN DATE � IDCATgN NEW FFIEN CONCEFN DRAWING ONLY- NOT FOR FABRICATION PURPOSES DIKES ME MNOX)) MONUMENT SIGN LOCATION t W Vu s u tF;RIC1F ilt U� �Y L .. u TIL it or 1 L8-. A IN CONCEFN DRAWING ONLY- NOT FOR FABRICATION PURPOSES DIKES ME MNOX)) MONUMENT SIGN LOCATION w ___________ y 1 a 1 i3g 9 ~6 ....r :�r vo d' • � ) iE S� ppyy 0 '•vi m.Q :`,ur.`W. NOODLES & COMPANY I SITE PUN !--'48 fa x275 IW_IFA% DEVELOPMENT. LLC CHANHASSEN, MN r SHEETNO. C40F C10 SHEETS &1&f4 9 Certificate of Description 01/7 . o � "InPm o. 4? /' �3 RATA/< �C "�/or ^ �� /. v VO 4 PROPOSED PROPERTY DESCRIPTIONS Aoo/T/aNNyASSFN PARCEL TO BE SOLD FROM TARGET.• That part of Lot 1, Block 1, CHANHASSEN RETAIL ADDITION, Carver County, Minnesota, according to the recorded plot thereof described as follows: Commencing at the Southwest corner of said Lot 1; thence on on assumed bearing of North 01 degrees 54 minutes 41 seconds East, along the West line of said Lot 1, a distance of 47.81 feet to the point of beginning; thence North 76 degrees 29 minutes 08 seconds East, a distance of 24.80 feet; thence South 19 degrees 41 minutes 30 seconds East, a distance of 58.05 feet; thence South 67 degrees 26 minutes 41 seconds East, o distance of 40.37 feet; thence North 21 degrees 37 minutes 42 seconds East, o distance of 21.44 feet; thence North 68 degrees 22 minutes 18 seconds West, a distance of 10.54 feet; thence North 19 degrees 45 minutes 39 seconds West, o distance of 149.26 feet; thence o distance of 52.33 feet Northerly on a tangential curve concave Easterly having o radius of 150.00 feet and a central angle of 19 degrees 59 minutes 18 seconds; thence North 00 degrees 13 minutes 40 seconds East, tangent to said curve o distance of 21.29 feet to the Northwesterly line of said Lot 1; thence Southwesterly and Southerly along the Northwesterly and Westerly line of said Lot 1 to the point of beginning. REMAINING TARGET PARCEL: Lot 1, Block 1, CHANHASSEN RETAIL ADDITION, Carver County, Minnesota, according to the recorded plot thereof. EXCEPT• Commencing at the Southwest corner of said Lot 1; thence on an assumed bearing of North 01 degrees 54 minutes 41 seconds East, along the West line of said Lot 1, a distance of 47.81 feet to the point of beginning; thence North 76 degrees 29 minutes 08 seconds East, o distance of 24.80 feet; thence South 19 degrees 41 minutes 30 seconds East, o distance of 58.05 feet; thence South 67 degrees 26 minutes 41 seconds East, o distance of 40.37 feet; thence North 21 degrees 37 minutes 42 seconds East, a distance of 21.44 feet; thence North 68 degrees 22 minutes 18 seconds West, o distance of 10.54 feet; thence North 19 degrees 45 minutes 39 seconds West, a distance of 149.26 feet; thence a distance of 52.33 feet Northerly on a tangential curve concave Easterly having a radius of 150.00 feet and a central angle of 19 degrees 59 minutes 18 seconds; thence North 00 degrees 13 minutes 40 seconds East, tangent to said curve a distance of 21.29 feet to the Northwesterly line of said Lot 1; thence Southwesterly and Southerly along the Northwesterly and Westerly line of said Lot 1 to the point of beginning. PARCEL TO BE SOLD FROM CITY OF CHANHASSEN: That port of Outlot A, CHANHASSEN RETAIL SECOND ADDITION, Carver County, Minnesota, according to the recorded plot thereof, that lies East of the West line of the East 173.31 feet of said Outlot A and South of the South line of Outlot B, of said CHANHASSEN RETAIL SECOND ADDITION. REMAINING CITY OF CHANHASSEN PARCEL: That port of Outlot A, CHANHASSEN RETAIL SECOND ADDITION, Carver County, Minnesota, according to the recorded plot thereof. EXCEPT. - That port thereof that lies East of the West line of the East 17331 feet of said Outlot A and South of the South line of Outlot B of said CHANHASSEN RETAIL SECOND ADDITION. � c rgSSS Or of RF��r/or Ss� NA �CONO 4 ON CyANyASSE'tif <oI J R<`T41, 61o,4. T/a7N RZL-"8. 14 ao.00 0 50 100 Feet 50154'41"W 50154'41 "W 18.67 OITY OFCHADiHASgEpl RECEIVED AUG 21 2014 C4,91HAMFM*JN60rM nao uo I G 99.35 .0.N Qo �o LO N 0 E c� c o c d v4'j U • O 0 N� N y m to N C h N v .0�N j� ti \ O f' ami a z o i m rn W L EEA NN C BY DESCRIPTION DESIGNED DRAWN I I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed C. S. 0. T. J. B. Professional Engineer under the laws of the State of Minnesota. CHECKED L&A & /IV) P.£.0. Cara M. Schwahn Otto License # 40433 Date: 11-17-14 www.ottoassociates.com 9 West Division Street Buffalo, MN 55313 (763)682-4727 - SSOCIATES Fax (763)682-3522 & Land Survevors. Inc. PROJECT LOCA TION 0 30 60 Feet VICINITY MAP NOODLES & COMPANY HALIFAX DEVELOPMENT, LLC CHANHASSEN, MN PRIOR TO ANY EXCAVATION THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES. CALL 48 HOURS BEFORE DIGGING: GOPHER STATE ONE CALL TWIN CITY AREA 651-454-0002 MN TOLL FREE 1-800-252-1166 GOVERNING SPECIFICA TIONS.- 1. IONS: 1. THE 2014 EDITION OF MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" 2. CITY OF CHANHASSEN STANDARD SPECIFICATIONS AND DETAIL PLATES. J. ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS AND ORDINANCES WILL BE COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT INDEX SHEET DESCRIPTION C 1 COVER SHEET C2 EXISTING CONDITIONS C3 REMOVAL PLAN C4 SITE PLAN C5 UTILITY PLAN C6 GRADING PLAN C7 EROSION CONTROL PLAN C8 DETAILS C9 DETAILS C10 DETAILS COVER SHEET SHEET NO. C1 OF C 10 SHEETS Cllr OF CHARS irep MCEWW N0V ') ?014 ,r < PROJECT NO: 14-0275 11-17-14 C3 X r X ' _< A Y n _ 3 "o t y I ; I I 3� It l X X X 0 /0 , COJ I % 1 `OD '. 'a: ♦• o• � a a 1 �� 's1 _ I• t •� •. ip O� of W 3W . 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I _ 0 0 r J n --- `— / 1 o a C� —O -- - —�� Xa a r a a o 0 0 1 b 0 X 0 a It ! / / + 2 I? 4" R rn m Cd 15 is 1S — to .! w� X ,1 ._\ ---E ting rb on Gutte — �" �mn X 1S t...�.. .L : � o I U v W �L AI� �' a � I� I / II 3'y X v o io j Of / v m ` �14 < �0 x mjm� l v�/ / >4N / (' lurt- d b e t % X i � ' X m 9R6 a v r< � r rn v o X 0i to Ch �$ ppN X 0 20 40 Feet IL3 I /I F i ly N L " � LEGEND 0 X II q qLn I sax N 3� \ /• X obs N W ab 0 0 � I Sr denotes storm sewer line ss denotes sonitary sewer lire \ l • W denotes wotermoin —988 — — denotes existing contour 950.47X — / I —950— x 949.87 denotes existing spot elevation / I, / X Il denotes sign �b b 203 o X / / -o- denotes power pole n` 2n / m o X Ln o II 3 h 00 / L ° denotes tree b y I \ at WV v e w ~ denotes gote valve LO o '�a v ^ • e �/_ denotes hydrant ' • y .' O •l. .YyV 4I b \ I a, Cpncrete W • ♦ w denotes catch basin y.. .♦ .. o • _..957-_.... X . CO x ..95? .! X b 1 OU b n y mem F RGET X TA N LANE c w ♦ '0o c,+`a tibll \ NU�v) / p to N U O 1S Nan \ X 1S 1S � � \ I rn G�,3_ o R "�` X e5ti� _ X I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. (' � s. NOODLES & C O M PA N Y DEVELOPMENT, LLC CHANHASSENMN , EXISTING CONDITIONS PROJECT NO: 14-0275 o\ n�a Cara M. Schwahn Otto z 11-17-14 License # 40433 Date SHEET NO. C2 OF C 10 SHEETS DATE: 11-17-14 X n0".. F htoo0"% of i s' X L Lr) I ., NOTE: o 1. REFER rO CERTIFICATE OF DESCRIPTION FOR PROPERTY DESCRIPTIONS, DIMENSIONS AND AREAS. / I X d REV NO. I DATE BY DESCRIPTION DESIGNED DRAWN CSO. T.1B. CHECKED P.EO. I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. (' � www.oftoassociates.com 9 West Division Street TTo Buffalo, MN 55313 HALIFAX SSOCIATES Fax: (763)682-3522 Engineers & Land Surveyors, Inc. NOODLES & C O M PA N Y DEVELOPMENT, LLC CHANHASSENMN , EXISTING CONDITIONS PROJECT NO: 14-0275 Cara M. Schwahn Otto z 11-17-14 License # 40433 Date SHEET NO. C2 OF C 10 SHEETS DATE: 11-17-14 I ��k T`u3T TARGET _ � ., k -ib II A b � o Ae 0 20 40 Feet DENOTES PAVED AREA TO BE REMOVED 39 DENOTES EXISTING TREE TO BE REMOVED NOTES: 1. DISPOSAL OF MATERIALS SHALL BE INACCORDANCE WITH ALL STATE & LOCAL REGULATIONS 2. PRE-CUT OR SCORE 8/71JM1NOUS AND CONCRETE SURFACES PRIOR TO REMOVAL TO PRODUCE A CLEAN-CUT BREAKAGE JONT. REV NO. DATE BY DESCRIPTION DESIGNED DRAWN C. S. 0. C S. 0. CHECKED P.E.O. I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. l „ 0_ IJ�U 1 www. ottoassociates. com 9 West Division Street ��O Buffalo, MN 55313 (763)682-4727 SSOCIATES Fax: (763)682-3522 Engineers & Land Surveyors, Inc. NOODLES &COMPANY HALIFAX DEVELOPMENT, LLC CHANHASSEN, MN REMOVAL PLAN PROJECT NO: 14-0275 Cara M. Schwahn Otto z License # 40433 Date: 11-17- to SHEET NO. C3 OF C 1 O SHEETS DATE: 11-17-14 j Concrete Curb and Gutter---_ lock wall trash enclosure REV NO. I DATE MATCH EXISTING CURB & GUTTER EXISTING CURB & GUTTER TO REMAIN OPOSED 8612 CURB GUTTER, TYR 0 20 ao Feet r. DENOTES NEW CONCRETE DENOTES NEW LIGHT DUTY BITUMINOUS l.A'�'.� DENOTES NEW HEAVY DUTY BITUMINOUS — DENOTES DRAINAGE & UTILITY EASEMENT NOTES: 1. REFER TO ARCHITECTURAL PLANS FOR BUILDING INFORMATION. 2. DIMENSIONS MEASURED OFF THE PROPERTY LINES ARE PERPENDICULAR TO THEM. J. ALL PEDESTRIAN FACILITIES SHALL BE IN ACCORDANCE WITH CHAPTER 1341 OF THE MN STATE BUILDING CODE AND ADA STANDARDS. 1 1/2" BITUMINOUS WEAR COURSE (MNDOT 2360 SPWEA240B) 2" BITUMINOUS BASE COURSE (MNDOT 2360 SPNWB230B) 8" CLASS 5 AGGREGATE BASE (MNDOT 3138) SUBGRADE (8" MOISTURE CONDITIONED & RECOMPACTED) PARKING LOT LIGHT DUTY PAVEMENT SECTION NOTE: 1. CLASS 5 SHALL BE PLACED UNDER CURB & 1' BEYOND BACK OF CURB OR BITUMINOUS EDGE. 2. REFER TO GEOTECHICAL REPORT FOR GRADING AND COMPACTION REQUIREMENTS. EXISTING CURB 2" BITUMINOUS WEAR COURSEMNDOT 2360 SPWEA2406 Rg GUTTER TO REMAIN COURSE(MNDOT 3" BITUMINOUS BASE COURSE (MNDOT 2360 SPNWB230B) ... LL 8" CLASS 5 AGGREGATE BASE (MNDOT 3138) 3 SUBGRADE (8" MOISTURE CONDITIONED & RECOMPACTED) DESIGNED DRAWN I I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed C.S.O. C. S. 0. Professional Enoineer under the laws of the State of Minnesota. CHECKED P.E.O.I Cara M. Schwahn Otto ' License#40433 Date: 11-17-14 www.ottoassociates.com TTO 9 West Division Street Buffalo, MN 55313 (763)682-4727 OCIATES Fax (763)682-3522 Surveyors, Inc. PARKING LOT HEAVY DUTY PAVEMENT SECTION NOTE: 1. CLASS 5 SHALL BE PLACED UNDER CURB & 1' BEYOND BACK OF CURB OR BITUMINOUS EDGE. 2. SECTION & SUBGRADE SHALL BE VERIFIED BY A GEOTECHNICAL ENGINEER. NOODLES & COMPANY HALIFAX DEVELOPMENT, LLC CHANHASSEN, MN SITE PLAN SHEET NO. C4 OF C 10 SHEETS PROJECTNO: 14-0275 11-17-14 0 \ as 1S 1 In u 15 24" RCP M 0 PRIOR TO ANY EXCAVATION THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES. CALL 48 HOURS BEFORE DIGGING: GOPHER STATE ONE CALL: TWIN CITY AREA 651-454-0002 MN TOLL FREE 1-800-252-1166 GOVERNING SPECIFICATIONS: 1. THE 2014 EDITION OF MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" 2. CITY OF CHANHASSEN STANDARD SPECIFICATIONS AND DETAIL PLATES. 3. ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS AND ORDINANCES WILL BE COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT. w-laGI.7"l��7ti��sii�i7ACY�l'7/i�l�]PI 0 1S o is -P NOTES: 1. ALL C-900 DRIB WATERMAIN SHALL BE INSTALLED WITH DUCTILE IRON FITTINGS. FITTINGS SHALL BE POLYWRAPPED. MEGALUGS SHALL BE COMPATIBLE WITH PVC PIPE. 12 GAUGE TRACER HARE SHALL BE INSTALLED WITH ALL PLASTIC WM. TRACER HARE SHALL BE TERMINATED AT ALL HYDRANT BREAK OFF FLANGES USING SNAKE PIT BOX. 2. 6" PVC SANITARY SERVICES SHALL HAVE SOLVENT WELD JOINTS. 3. ALL HYDRANT LEADS SHALL BE 6" DIP CLASS 52. 4. ALL WATERMAIN SHALL BE INSTALLED WITH 7.5' OF MINIMUM COVER UNLESS OTHERWISE NOTED. I S n n$a wag Nang (U pp Ell Ax T b 3 ab= TARGET , ,, k LA It ti b II � b � O °b 1S tiom 1S Is, i al/ i. . -w '- I �wl � A X li3^ b'I $ Nb INi,•i� O N `'`n CB 2 STREET RESTORATION = BE PER 22"x36" ; CITY DETAILONE Zan — —Qp,oX � � 1 j �; ...e.• •� . s. • A Ii R -3067-V obi %: :: �°.• 48" 0 NEENAH �� a / 3 48" 0 NEENAH '3�� CBMH xrn a� a0 / NEENAH m� N� m2 0b3 v�i'O 5 No �2 U L i �O .0000 / 0n R-1642* MH 2 r 48" 0 NEENAH r O N r �a <+n I a o yti x ,� o' � a m W 2 2 m b a'a 2C � O � a .00 c 5 Lt \ 0 \ as 1S 1 In u 15 24" RCP M 0 PRIOR TO ANY EXCAVATION THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES. CALL 48 HOURS BEFORE DIGGING: GOPHER STATE ONE CALL: TWIN CITY AREA 651-454-0002 MN TOLL FREE 1-800-252-1166 GOVERNING SPECIFICATIONS: 1. THE 2014 EDITION OF MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" 2. CITY OF CHANHASSEN STANDARD SPECIFICATIONS AND DETAIL PLATES. 3. ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS AND ORDINANCES WILL BE COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT. w-laGI.7"l��7ti��sii�i7ACY�l'7/i�l�]PI 0 1S o is -P NOTES: 1. ALL C-900 DRIB WATERMAIN SHALL BE INSTALLED WITH DUCTILE IRON FITTINGS. FITTINGS SHALL BE POLYWRAPPED. MEGALUGS SHALL BE COMPATIBLE WITH PVC PIPE. 12 GAUGE TRACER HARE SHALL BE INSTALLED WITH ALL PLASTIC WM. TRACER HARE SHALL BE TERMINATED AT ALL HYDRANT BREAK OFF FLANGES USING SNAKE PIT BOX. 2. 6" PVC SANITARY SERVICES SHALL HAVE SOLVENT WELD JOINTS. 3. ALL HYDRANT LEADS SHALL BE 6" DIP CLASS 52. 4. ALL WATERMAIN SHALL BE INSTALLED WITH 7.5' OF MINIMUM COVER UNLESS OTHERWISE NOTED. I S n n$a wag Nang (U pp Ell Ax T b 3 ab= TARGET , ,, k LA It ti b II � b � O °b 1S tiom 1S Is, i al/ i. . -w '- I �wl � A X li3^ b'I $ Nb INi,•i� O N `'`n CB 2 STREET RESTORATION = BE PER 22"x36" ; CITY DETAILONE Zan — —Qp,oX � � 1 j �; ...e.• •� . s. • A Ii R -3067-V obi %: :: �°.• 48" 0 NEENAH 15 CBMH 3 48" 0 NEENAH R -3067-V CBMH 4 a0 / NEENAH R-4342 CBMH 5 . Sf 766 LF- 18• HDPE 0 0 6111 U L i Sf / Sf � 48" m O � R-1642* MH 2 48" 0 NEENAH k 0 \ as 1S 1 In u 15 24" RCP M 0 PRIOR TO ANY EXCAVATION THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES. CALL 48 HOURS BEFORE DIGGING: GOPHER STATE ONE CALL: TWIN CITY AREA 651-454-0002 MN TOLL FREE 1-800-252-1166 GOVERNING SPECIFICATIONS: 1. THE 2014 EDITION OF MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" 2. CITY OF CHANHASSEN STANDARD SPECIFICATIONS AND DETAIL PLATES. 3. ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS AND ORDINANCES WILL BE COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT. w-laGI.7"l��7ti��sii�i7ACY�l'7/i�l�]PI 0 1S o is -P NOTES: 1. ALL C-900 DRIB WATERMAIN SHALL BE INSTALLED WITH DUCTILE IRON FITTINGS. FITTINGS SHALL BE POLYWRAPPED. MEGALUGS SHALL BE COMPATIBLE WITH PVC PIPE. 12 GAUGE TRACER HARE SHALL BE INSTALLED WITH ALL PLASTIC WM. TRACER HARE SHALL BE TERMINATED AT ALL HYDRANT BREAK OFF FLANGES USING SNAKE PIT BOX. 2. 6" PVC SANITARY SERVICES SHALL HAVE SOLVENT WELD JOINTS. 3. ALL HYDRANT LEADS SHALL BE 6" DIP CLASS 52. 4. ALL WATERMAIN SHALL BE INSTALLED WITH 7.5' OF MINIMUM COVER UNLESS OTHERWISE NOTED. I S n n$a wag Nang (U pp Ell Ax T b 3 ab= TARGET , ,, k LA It ti b II � b � O °b 1S tiom 1S Is, i al/ i. . -w '- I �wl � A X li3^ b'I $ Nb INi,•i� O N `'`n CB 2 STREET RESTORATION = BE PER 22"x36" ; CITY DETAILONE L A CESSNT 5 1 FOR S TO THE WEST NEENAH R -3067-V CBMH 2 48" 0 NEENAH R -3067-V CBMH 3 48" 0 NEENAH R -3067-V CBMH 4 48" 0 NEENAH R-4342 CBMH 5 48" 0 NEENAH R-4342 MH 1 48" m NEENAH R-1642* MH 2 48" 0 NEENAH R-1642* 0 \ as 1S 1 In u 15 24" RCP M 0 PRIOR TO ANY EXCAVATION THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES. CALL 48 HOURS BEFORE DIGGING: GOPHER STATE ONE CALL: TWIN CITY AREA 651-454-0002 MN TOLL FREE 1-800-252-1166 GOVERNING SPECIFICATIONS: 1. THE 2014 EDITION OF MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" 2. CITY OF CHANHASSEN STANDARD SPECIFICATIONS AND DETAIL PLATES. 3. ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS AND ORDINANCES WILL BE COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT. w-laGI.7"l��7ti��sii�i7ACY�l'7/i�l�]PI 0 1S o is -P NOTES: 1. ALL C-900 DRIB WATERMAIN SHALL BE INSTALLED WITH DUCTILE IRON FITTINGS. FITTINGS SHALL BE POLYWRAPPED. MEGALUGS SHALL BE COMPATIBLE WITH PVC PIPE. 12 GAUGE TRACER HARE SHALL BE INSTALLED WITH ALL PLASTIC WM. TRACER HARE SHALL BE TERMINATED AT ALL HYDRANT BREAK OFF FLANGES USING SNAKE PIT BOX. 2. 6" PVC SANITARY SERVICES SHALL HAVE SOLVENT WELD JOINTS. 3. ALL HYDRANT LEADS SHALL BE 6" DIP CLASS 52. 4. ALL WATERMAIN SHALL BE INSTALLED WITH 7.5' OF MINIMUM COVER UNLESS OTHERWISE NOTED. I S n n$a wag Nang (U pp Ell Ax T b 3 ab= TARGET , ,, k LA It ti b II � b � O °b 1S tiom 1S Is, i al/ i. . -w '- I �wl w w w 0P- oo OR,e OWLr=6S5� R 260 i 1. w 1 I oz l 1 1 SS M' A e` ma � � 9�CFs•�� Y n i c v .moi I,1,1lIII.II��IIIII � � �: �.- i� �1.11111iI31ili III '�'! I C I I I! I iLnl i,= Ck �i I� liil�lil I(II i Ln o A A N v H N Y STORM SEWER STRUCTURE SCHEDULE STRUCTURE NO. � A X li3^ b'I LANE Nb O N U Lo CB 2 STREET RESTORATION = BE PER 22"x36" ; CITY DETAILONE L A CESSNT TRAFFIC TO 0 REMAIN OPEN RESTAURANTS 1 FOR S TO THE WEST w w w 0P- oo OR,e OWLr=6S5� R 260 i 1. w 1 I oz l 1 1 SS M' A e` ma � � 9�CFs•�� Y n i c v .moi I,1,1lIII.II��IIIII � � �: �.- i� �1.11111iI31ili III '�'! I C I I I! I iLnl i,= Ck �i I� liil�lil I(II i Ln o A A N v H N Y STORM SEWER STRUCTURE SCHEDULE STRUCTURE NO. STRUCTURE SIZE CASTING CB 1 22"x36" NEENAH R -3067-V CB 2 m D 22"x36" NEENAH R -3067-V CBMH 1 48" 0 NEENAH R -3067-V CBMH 2 48" 0 NEENAH R -3067-V CBMH 3 48" 0 NEENAH R -3067-V CBMH 4 48" 0 NEENAH R-4342 CBMH 5 48" 0 NEENAH R-4342 MH 1 48" m NEENAH R-1642* MH 2 48" 0 NEENAH R-1642* * LABELED STORM SEWER DESIGNED DRAWN l hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed C S.O. C. S. 0. Professional Engineer under the laws of the State of Minnesota. CHECKED l.AA'a- A P.E.O. Cara M. Schwahn Otto License#40433 Date: 11-17-14 E 0 20 40 Feet NOODLES & COMPANY HALIFAX DEVELOPMENT, LLC CHANHASSEN, MN EXISTING BITUMIOUS SURFACE SAWCUT ALL BITUMINOUS EDGES. (TYP.) '� \<\\<\r\i' L� 1 ,h" MNDOT 2360 SPWEB440B TACK COAT 2357 2" MNDOT 2360 SPNWB330B 8" MIN. CLASS 5, 100% CRUSHED AGGREGATE BASE. DENOTES LIGHT DUTY PARKING LOT RESTORATION AREA EXISTING BITUMIOUS SURFACE -7 SAWCUT ALL BITUMINOUS EDGES. (TYP.) 11" MNDOT 2360 SPWEB440B TACK COAT 2357 2" MNDOT 2360 SPNWB330B 8" MIN. CLASS 5, 100% CRUSHED AGGREGATE BASE. t I I DENOTES HEAVY DUTY PARKING LOT RESTORATION AREA elilill PATCHING NOTES: 1. SAW CUT ALL EDGES, REMOVE BITUMINOUS PATCH AREA AND ENOUGH CLASS 5 MATERIAL TO ACCOMMODATE A 4.5" 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 PLATE COMPACTOR ON EDGES OF BASE COURSE PATCH. 5. ALLOW BASE COURSE TO FULLY COOL BEFORE PLACING WEAR COURSE. 6, 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. 7. MNDOT 2360 -ORDINARY COMPACTION METHOD REQUIRED. TYPICAL PARKING LOT PATCHING BITUMINOUS EXISTING BITUMIOUS SURFACE SAWCUT ALL BITUMINOUS EDGES. (TYP.) 2" MNDOT 2360 SPWEB440B TACK COAT 2357 211h" MNDOT 2360 SPNWB330B 12" MIN. CLASS 5, 100% CRUSHED AGGREGATE BASE. DENOTES STREET RESTORATION AREA PATCHING NOTES: 1. SAW CUT ALL EDGES, REMOVE BITUMINOUS PATCH AREA AND ENOUGH CLASS 5 MATERIAL TO ACCOMMODATE A 4.5" 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 PLATE COMPACTOR ON EDGES OF BASE COURSE PATCH. 5. ALLOW BASE COURSE TO FULLY COOL BEFORE PLACING WEAR COURSE. 6. 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. 7, MNDOT 2360 -ORDINARY COMPACTION METHOD REQUIRED. UffOF TYPICAL STREET aMSEN PATCHING BITUMINOUS REVISED: 4-14 ENGINEERING DEPARTMENT JPIE NO.: FILE NAME: G:\ENG7SPECS\5202A 5202A PROJECT NO.' UTILITY PLAN 14-0275 SHEET NO. C5 OF C 10 SHEETS DATE 11-17-14 www.ottoassociates.com TTO 9 West Division Street Buffalo, MN 55313 (763)682-4727 SSOCIATES Fax (763)682-3522 & Land Surveyors, Inc. m D 0 20 40 Feet NOODLES & COMPANY HALIFAX DEVELOPMENT, LLC CHANHASSEN, MN EXISTING BITUMIOUS SURFACE SAWCUT ALL BITUMINOUS EDGES. (TYP.) '� \<\\<\r\i' L� 1 ,h" MNDOT 2360 SPWEB440B TACK COAT 2357 2" MNDOT 2360 SPNWB330B 8" MIN. CLASS 5, 100% CRUSHED AGGREGATE BASE. DENOTES LIGHT DUTY PARKING LOT RESTORATION AREA EXISTING BITUMIOUS SURFACE -7 SAWCUT ALL BITUMINOUS EDGES. (TYP.) 11" MNDOT 2360 SPWEB440B TACK COAT 2357 2" MNDOT 2360 SPNWB330B 8" MIN. CLASS 5, 100% CRUSHED AGGREGATE BASE. t I I DENOTES HEAVY DUTY PARKING LOT RESTORATION AREA elilill PATCHING NOTES: 1. SAW CUT ALL EDGES, REMOVE BITUMINOUS PATCH AREA AND ENOUGH CLASS 5 MATERIAL TO ACCOMMODATE A 4.5" 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 PLATE COMPACTOR ON EDGES OF BASE COURSE PATCH. 5. ALLOW BASE COURSE TO FULLY COOL BEFORE PLACING WEAR COURSE. 6, 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. 7. MNDOT 2360 -ORDINARY COMPACTION METHOD REQUIRED. TYPICAL PARKING LOT PATCHING BITUMINOUS EXISTING BITUMIOUS SURFACE SAWCUT ALL BITUMINOUS EDGES. (TYP.) 2" MNDOT 2360 SPWEB440B TACK COAT 2357 211h" MNDOT 2360 SPNWB330B 12" MIN. CLASS 5, 100% CRUSHED AGGREGATE BASE. DENOTES STREET RESTORATION AREA PATCHING NOTES: 1. SAW CUT ALL EDGES, REMOVE BITUMINOUS PATCH AREA AND ENOUGH CLASS 5 MATERIAL TO ACCOMMODATE A 4.5" 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 PLATE COMPACTOR ON EDGES OF BASE COURSE PATCH. 5. ALLOW BASE COURSE TO FULLY COOL BEFORE PLACING WEAR COURSE. 6. 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. 7, MNDOT 2360 -ORDINARY COMPACTION METHOD REQUIRED. UffOF TYPICAL STREET aMSEN PATCHING BITUMINOUS REVISED: 4-14 ENGINEERING DEPARTMENT JPIE NO.: FILE NAME: G:\ENG7SPECS\5202A 5202A PROJECT NO.' UTILITY PLAN 14-0275 SHEET NO. C5 OF C 10 SHEETS DATE 11-17-14 \ C1 m D tOn k i osooA On�r • , og�� e 0 20 40 Feet NOODLES & COMPANY HALIFAX DEVELOPMENT, LLC CHANHASSEN, MN EXISTING BITUMIOUS SURFACE SAWCUT ALL BITUMINOUS EDGES. (TYP.) '� \<\\<\r\i' L� 1 ,h" MNDOT 2360 SPWEB440B TACK COAT 2357 2" MNDOT 2360 SPNWB330B 8" MIN. CLASS 5, 100% CRUSHED AGGREGATE BASE. DENOTES LIGHT DUTY PARKING LOT RESTORATION AREA EXISTING BITUMIOUS SURFACE -7 SAWCUT ALL BITUMINOUS EDGES. (TYP.) 11" MNDOT 2360 SPWEB440B TACK COAT 2357 2" MNDOT 2360 SPNWB330B 8" MIN. CLASS 5, 100% CRUSHED AGGREGATE BASE. t I I DENOTES HEAVY DUTY PARKING LOT RESTORATION AREA elilill PATCHING NOTES: 1. SAW CUT ALL EDGES, REMOVE BITUMINOUS PATCH AREA AND ENOUGH CLASS 5 MATERIAL TO ACCOMMODATE A 4.5" 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 PLATE COMPACTOR ON EDGES OF BASE COURSE PATCH. 5. ALLOW BASE COURSE TO FULLY COOL BEFORE PLACING WEAR COURSE. 6, 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. 7. MNDOT 2360 -ORDINARY COMPACTION METHOD REQUIRED. TYPICAL PARKING LOT PATCHING BITUMINOUS EXISTING BITUMIOUS SURFACE SAWCUT ALL BITUMINOUS EDGES. (TYP.) 2" MNDOT 2360 SPWEB440B TACK COAT 2357 211h" MNDOT 2360 SPNWB330B 12" MIN. CLASS 5, 100% CRUSHED AGGREGATE BASE. DENOTES STREET RESTORATION AREA PATCHING NOTES: 1. SAW CUT ALL EDGES, REMOVE BITUMINOUS PATCH AREA AND ENOUGH CLASS 5 MATERIAL TO ACCOMMODATE A 4.5" 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 PLATE COMPACTOR ON EDGES OF BASE COURSE PATCH. 5. ALLOW BASE COURSE TO FULLY COOL BEFORE PLACING WEAR COURSE. 6. 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. 7, MNDOT 2360 -ORDINARY COMPACTION METHOD REQUIRED. UffOF TYPICAL STREET aMSEN PATCHING BITUMINOUS REVISED: 4-14 ENGINEERING DEPARTMENT JPIE NO.: FILE NAME: G:\ENG7SPECS\5202A 5202A PROJECT NO.' UTILITY PLAN 14-0275 SHEET NO. C5 OF C 10 SHEETS DATE 11-17-14 X 95.83 Ss SS L SS X951.13 X950.38 2 2.48 SS SS SS SS SS SS SS SS S SS SS; X9 X950.26 X950.69 A SF Y252 5,2- SF - SF SF X952 J_0 aX95 " 5 4'n 9529 a.Concrete X 952. J5 *4' 11,952.45 X952.29 04 - - ------ Block wall trash-. _._Si . -T enclosure 7 4 - *4' PROPOSED gtiAIL 8= 95;2.7 ------ 4" X955.20 9 7- C) 952.5 95 956 - 958--- _954 -- 4 X954.91 FLOOR ELEV=953.3 4 X951.00 X950.67 4 It ST I Sr -Wp STI -Benchmark: X T. N. H. X9 N elev. =953.37 V QJ (N. G. V.D. 1929) X950.6 -0- X950.27 X950.67 4' 57 1 SS LLI ST ST LU V to X949.45 A 410 941171 111 - ti 4 X946. '"o u 4'� 4-1 947. lIySS SS X95 82 10"14 JKx' 7 _0 6" d,J. 6* 4 M., X949.75 08 8" )8 Elec.\MH1 04 SS SS 1.69 76 08' SS SS - S (r_xN_aI. 45 X-9 27 UX _q .84 Tx 9,05 9.82 HX9 10 G, X956.97,0 952.7 607 k7A 0-4 X959.14„ 0 0 4� X 7 0 941. /_ 0 4 947.6 .4 951.8 j 0 4 PROPOSED RES "�N r 4 0j. 4 X950.5 4' 6 .0 952.25 1�56 ! q52.952 7 45Y.6 .*8' u' i 4. j 04 947.4 'x 98' L st Sp 04 46 i .84 946.2 eTAo.:,9495 t 4 SP X960. �.' I _' 6�� -Keall SFIt 1- 950.1 946 X953 IJ-- 45.9 952 Na .. . ... t Sign 1.4 feet SF - SIF SF T-951.1 East of property line 95057 B-945.5 A 05' 05• X952.93 X945. 531 T-:5 - Sr 945 g^ B-945.5 X962..72 951.7 944.. 14 0 20 40 Feet - SF - DENOTES SILT FENCE DENOTES EXISTING CONTOUR DENOTES PROPOSED CONTOUR X948,52 DENOTES EXISTING SPOT ELEVATION x 948.6 DENOTES PROPOSED SPOT ELE VA 77ON DENOTES PROPOSED STORM SEWER Si - ­­ ST DENOTES EXISTING STORM SEWER NOTES 1. PROPOSED SPOT ELEVATIONS SHOWN ON CURB ARE GUTTER ELEVATIONS. 69 ... . ... X951.17 X945.88 S 41 )Z4(�� S 0 , Sr REV NO DATE BY DESCRIPTION DESIGNED DRAWN I hereby certify that this plan, specification, or report was prepared by wwwottoassociates.com PROJECT NO.' C. S. 0. T.J.B. me or under my direct supervision and that I am a duly Licensed NOODLES & COMPANY Professional Engineer under the laws of the State of Minnesota. TTO 9 West Division Street GRADING PLAN 14-0275 CHECKED Buffalo, MN 55313 HALIFAX DEVELOPMENT, LLC CAA,a_ A Aw, (763)682-4727 P.E.O. Cara M. Schwahn Otto x 11-17-14 SSOCIATES Fax (763)682-3522 CHANHASSEN, MN SHEET NO. C6 OF C 10 SHEE DATE: License # 40433 Date: Engineers & Land Surveyors, Inc. TS 11-17-14 SS ___SS — SS X9 .99 X71.42 W/ X9 .76 X9 SS SS X i.69 X951,00 I X950.67 / X9512-9 �� \ ` jl existing 8" w ° �---- */ -----^' ` * ----- M/ —`---- vy 45 ` \ � ��- X952.38 \ X95/20 \ '~fenco/nnrk:� S7 ~---__�_ QT / X TN* i �^ \ =953,37F | | /��g�o* \ � \ � | � \ � \ X9�60 / ><951-50 Concrete Curb ooCt Cvtt*,` � )( 27 8* . -^ \ - \ INSTALL X9w CONS7RUC??* ENTRANCE X95069 -o- X950 5 9,32 SF SF SF X952,55 1952.45 S1 — A 51 X956 97 X959. to 60 PROPOSED RESTAURANT 0 84 >(us���`~ �--- _\ � 950.57 , >{�^ \ 8y�29J I �� \ \ ``~`Ly » X962 -Z-2 69(40 X94688 S�REV NO. I DATE BY DESCRIPTION DESIGNED DRA WN I hereby certify that this plan, specification, or report was prepared by www.ottoassociates.comme or under my direct supervision and that I am a duly LicensedCSO T. J B. Professional Engineer under the laws of the State of Minnesota. 9 West Division StreetCHECKED Buffalo, MN 55313P. E. 0. Cara M. Schwahn Otto z SSOCIATES Fax: (763)682-3522License # 40433 Date: 11-17-14 Engineers & Land Surveyors, Inc. 0 20 40 Feet Ir N ��7��E7P�7�D� �� ---SF — DENOTES SILT FENCE SEDIMENT AND EROSION CONTROL NOTES 1. ALL SILT FENCE SHALL BE INSTALLED PRIOR TO ANY GRADING ACTIVITY, 2. ALL DISTURBED AREAS SHALL BE RESTORED WITH SOD. REFER TO LANDSCAPE PLAN FOR PLANTING INFORMATION. J. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, P|P|NG, OR OTHER MEANS RE8U|RED TO INSURE PROPER DRAINAGE DURING 4� THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING EXISTING PAVED SURFACES CLEAN OF SEDIMENT AND MVD. SEDIMENT &c MUD SHALL BE REMOVED WITHIN 24 HOURS OF DISCOVERY. NOODLES & COMPANY EROSION CONTROL PLAN HALIFAX DEVELOPMENT, LLC CHANHASSEN,MN SHEETNO. C7 OF C10 SHEETS 14-0275 DA TE, 11-17-14 NOTES: 1. Shape of back 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 >#5'. 3. Dimension A1,A2,A3 should be as large as possible without interfering with MJ bolts. 4. e = 45' Minimum. 5. Place polyethylene between concrete & pipe. 6. All bends & fittings shall be restrained with Megalugs thrust restraints or equal 9 - See no PLAN 90' BENDS Variable -13' Mina CONCRETE SHALL BE IN CONTACT WITH __L THIS QUADRANTa. 1' C C, OF PIPE BEDDING MATERIAL UNDISTURBED EARTH CONCRETE SECTION A -A e - PLAN 45' BENDS e - See - ' L PLAN 22 1/2' BENDS CrffOF CONCRETE MUMTHRUST BLOCKING REVISED: 2-08 PLATE NO.: ENGINEERING DEPARTMENT 1002 FILE NAME: G: ENG SPECS 1002 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. BUTTRESS DIMENSIONS 7.5' COVER 8.0' COVER PIPE 22 1/2' BEND 45' BEND 90' BEND/TEE 22.5 SIZE B1 D1 B2 D2 B3 D3 6" V-5" V-5" V-5" V-5" 2'-1" V-6" 8" V-5" V-5" 2'-1" V-6" 2'-8" 2'-0" 12" 1'-10" V-10" 3'-4" 2'-0" 4'-9" 2'-6" 16" 3'-0" 2'-0" 3'-10" 3'-0" 6'-2" 3'-6" 20" 3'-6" 2'-8" 5-6' 3'-4" 8'-4" 4'-0" 24" 4'-4" 3'-0" 6'-10" 3'-10' 9'-8" 5'-0" 30" - - 9'-3" 6'-0" 17'-0' 6'-0" PLAN 90' BENDS Variable -13' Mina CONCRETE SHALL BE IN CONTACT WITH __L THIS QUADRANTa. 1' C C, OF PIPE BEDDING MATERIAL UNDISTURBED EARTH CONCRETE SECTION A -A e - PLAN 45' BENDS e - See - ' L PLAN 22 1/2' BENDS CrffOF CONCRETE MUMTHRUST BLOCKING REVISED: 2-08 PLATE NO.: ENGINEERING DEPARTMENT 1002 FILE NAME: G: ENG SPECS 1002 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. 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. a�yff OF RESTRAINED PIPE M9tlflB►l►lfill REQUIREMENT FOR D I P REVISED: 2-08 NG SPECS 7011 PLATE NO.: ENGINEERING DEPARTMENT 1011 FILE NAME: G: E HYDRANTS SHALL BE CLOW MEDALLION OR WATEROUS WB -67-250 ALL HYDRANTS MUST BE APPROVED BY CITY THE HYDRANT MARKER SHALL BE A SPRING MOUNTED FIBERGLASS ROD 5' IN OVERALL LENGTH, FOR SIDE INSTALL MAGNETIZED MOUNT APPLICATION, USING RED & WHITE REFLECTIVE TRACER BOX (SNAKE TAPE WRAPPING OVER THE FULL LENGTH OF THE PIT) AS NEEDED PER ROD. DETAILS EXISTING OR FUTURE 5550,5501,5502 CURB OR GUTTER LINE HYDRANT VALVE BOX STREET 24" MIN. 1 1/2 3' 2r HYDRANT SHOE AND BARREL SHALL BEa AS REQUIRED 10• -- PLASTIC WRAPPED M TYPICAL PER SECTION 2.03a. is Z 1 CUBIC YARD OF - GATE VALVE `- TEE 7.0' COVER 7.5' COVER 8.0' COVER PIPEDEAD SIZE 22.5 45� 90 END 22.5 45 90 D 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 1 65 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 69 167 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. a�yff OF RESTRAINED PIPE M9tlflB►l►lfill REQUIREMENT FOR D I P REVISED: 2-08 NG SPECS 7011 PLATE NO.: ENGINEERING DEPARTMENT 1011 FILE NAME: G: E HYDRANTS SHALL BE CLOW MEDALLION OR WATEROUS WB -67-250 ALL HYDRANTS MUST BE APPROVED BY CITY THE HYDRANT MARKER SHALL BE A SPRING MOUNTED FIBERGLASS ROD 5' IN OVERALL LENGTH, FOR SIDE INSTALL MAGNETIZED MOUNT APPLICATION, USING RED & WHITE REFLECTIVE TRACER BOX (SNAKE TAPE WRAPPING OVER THE FULL LENGTH OF THE PIT) AS NEEDED PER ROD. DETAILS EXISTING OR FUTURE 5550,5501,5502 CURB OR GUTTER LINE HYDRANT VALVE BOX STREET 24" MIN. 1 1/2 3' 2r HYDRANT SHOE AND BARREL SHALL BEa AS REQUIRED 10• -- PLASTIC WRAPPED M TYPICAL PER SECTION 2.03a. is Z 1 CUBIC YARD OF - GATE VALVE `- TEE 1 1/2" CLEAR ROCK WITH ADAPTER AND 2 LAYERS OF steel repair sleeve POLYETHYLENE (4 MIL) 18"X18"X5" SOLID CONCRETE BLOCK NOTES: 1. ALL HYDRANTS SHALL HAVE WEEP HOLES. CHECKED 2. MINIMUM 7.5' COVER OVER MAIN. Varies 3. ALL PAINTED SURFACES SHALL BE SUBJECT TO TWO YEAR WARRENTY 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 VIA 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. w XTIftu ��ll 11 llUf o sides o� TYPICAL o 1/2 Dia of pipe HYDRANT ��il��� � tilINSTALLATION F'.' Poly wrap ductile % °•, • ° 21" REVISED: 3-14 I� 79" ?LATE NO.: bend ENGINEERING DEPARTMENT base section 1004 FILE NAME: G:\ENG\SPECS\1004 Add Mastic Between Frame And Rings Manhole Casting and Adjusting Ring (See Plate 2110) Provide I&I Barrier on all sanitary sewer manhole(see plate 2109) Manhole steps shall be • Neenah R -1981J, 16" on center. O Steps Shall be on Downstream Side Unless Pipe Diameter is 18" or Larger All joints in manhole to have "O"ring rubber gaskets. Infi-shield external seals or as directed by the Engineer. A Maximum of 2 Short Manhole 4'-0" e Risers to be Used Directly Below Cone Section Pipe shall be cut out flush a with inside face of wall. ­5" Kor-n-seal required. > SECTION VIEW Minimum thickness of precast base is 6" for 14' deep or less, and increases 1" in thickness for every 4' of depth greater than 14'. Precast Inverts Must be 1/2 of Pipe Diameter and Benches Sloped 2" Toward the Invert NOTE: 1. Kor-n-seal manhole or equal considered acceptable alternate. 2. All dog houses shall be grouted on inside and outside. 3. When the manhole or catch basin structure is constructed outside the traveled roadway a witness post and sign (MH) shall be installed next to the manhole. CITYOF STANDARD CMSE11 MANHOLE REVISED:2-13PLATE NO.: ENGINEERING DEPARTMENT 2101 FILE NAME: G: ENG SPECS 2101 DROP LID WATER Tyler No. 6860 Mueller No. H-10361 Bibby -Ste -Croix No. B-5160 Grade TOP Tyler No. 6860 26" Mueller No. H-10361 26" Bibby -Ste -Croix No. VB502 27" EXTENSION Tyler No. 58 14" No. 59 18" No. 60 24" Mueller No. 58 14" No. 59 20" Bibby -Ste -Croix V13520 No. 57 9" VB521 No. 58 14" VB522 No. 59 20" VB523 No. 60 26" BOTTOM Tyler No. 6860 65" Mueller No. H-10361 65" Bibby -Ste -Croix No. VB516 60" 60" Valve and Box to be plastic wrapped per BASE section 2.03a 7.5' Minimum cover required over top of water main. -Provide Valve Stem Risers To Within 6" 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. Tyler No. 6860 Mueller No. H-10357 Bibby -Ste -Croix B-5001 Gate valve box, screw type, 3 piece, 5 1l4" 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. Mueller or American Flow Control Resilient Wedge Valve Conforming to AWWA n C-515-80 Standards J With All Stainless Steel Nuts & Bolts. 18"X18"X8" Concrete Block MY OF I TYPICAL GATE VALVE AND BOX INSTALLATION REVISED: 2-09 PLATE NO.: ENGINEERING DEPARTMENT 1006 FILE NAME: G:\ENG\SPECS\1006 ih 7/2 R 3" 18" PLAN SECTION HORSESHOE DETAILS Manhole Casting and Adjusting Ring (See Plate 2110) Add Mastic Between FrameProvide I&I Barrier on all sanitary And Rings /I',- sewer manhole (see plate 2109) - Manhole steps, Neenah R1981J or equal, 16' on center. Aluminum steps approved. Manhole steps shall be placed so that offset vertical portion of cone is facing downstream. All joints in manhole to have "O"ring rubber gaskets. Infi-shield external seals as required by the Engineer. 4 Max. of 2 Short Manhole Risers to be Used Directly Below Cone Section NOTE: 1. Kor-n-seal manhole or approved equal. 2. When the manhole or catch basin structure is constructed outside the traveled roadway a witness post and sign shall be installed next to the manhole. 3. Pipe shall be cut flush with inside face of wall. 4. All dog houses shall be grouted on the inside and outside. 5. Precast invert should be 1/2 Dia. of pipe and benches sloped 2" toward invert. 6. Precast invert is required. 7. Horizontal ductile shall be poly wrapped. Minimum thickness of precast base is 6" for 14' deep or less, and increases 1" in thickness for every 4' of depth greater than 14' deep. Cut bell from DIP A join with stainless www.ottoassociates. com 9 West Division Street steel repair sleeve DETAILS or approved equal CHECKED 4'-0" Varies HALIFAX DEVELOPMENT, LLC 12"-16" 5., f20' l DIP 8" DIP (763)682-4727 Fax (763)682-3522 Engineers & Land Surveyors, Inc. tee section Horseshoes filled with concrete SHEET NO . CS OF C 1 O SHEETS mortar on all w (see detail o sides o� License # 40433 Date: o 1/2 Dia of pipe j.• F'.' Poly wrap ductile % °•, • ° 21" I� 79" Precast 8"-1/4 bend integral with base section SECTION VIEW affOF SANITARY SEWER OUTSIDE CUM I DROP MANHOLE REVISED: 2-13 PLATE NO.: ENGINEERING DEPARTMENT 2103 FILE NAME: G:\ENMSPECS\911711 BLOCK (TY[ Note: CONDUCTIVITY STRAPS TO BE PLACED AROUND MEGALUG BOLTS AND WELDED TO WATER MAIN. CROSSES NOTES: 1. MEGALUGS 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 AT CERTAIN HYDRANTS. 4. ALL FITTINGS, NUTS, AND BOLTS SHALL BE SPRAYED USING A BITUMINOUS COAL TAR COAT SUPPLIED BY THE MANUFACTURER. 5• BLOCKING AGAINST UNDISTURBED SOILS. SLEEVES CITYOf TYPICAL �IlAtlil�s� M E G A LU G 1,IlAt1W�1►1 LOCATION REVISED: 3-09 PLATE NO.: ENGINEERING DEPARTMENT 1009 FILE NAME: G: ENG SPECS 1009 "I/I BARRIER" IN MANHOLE RING � AS MANUFACTUR BY "STRIKE PRO[ OR APPROVED E, PRECAST, BLOCK, 01 BRICK MANHOLE COI` CORBEL "'""" ^' rFRAME AND COVER HDPE OR PRECAST CONCRETE ADJUSTING RINGS MASTIC SEAL BETWEEN FRAME AND STRUCTURE JFI-SHIELD EXTERNAL SEALS T 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 NOT REST ON SEAL. 2. PLACE "MASTIC' ON TOP OF CONE SECTION AND BENEATH SEAL. 3. NOT TO BE USED WHEN THERE ARE MORE THAN 5 RINGS OR NO RINGS. 4. CONTRACTOR SHALL INSTALL THE SEALS, THEN CONTACT THE CITY UTILITY SUPERINTENDENT FOR INSPECTION AT (952) 227-1300. ��ppCf�ff OrpF����llii I & llilAdlDA►l►l0 BARRIER REVISED: 1-10 PLATE NO.: ENGINEERING DEPARTMENT 2109 IIIFILE NAME: G:\EN7\SPECS\2109 REV. NO. DATE BY DESCRIPTION DESIGNED DRAWN C. S. 0. C. S 0. I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. www.ottoassociates. com 9 West Division Street NOODLES & C O M PA N Y DETAILS PROJECT NO: 14-0275 CHECKED TTo Buffalo, MN 55313 QSOCIATES HALIFAX DEVELOPMENT, LLC P.E.O. (L (763)682-4727 Fax (763)682-3522 Engineers & Land Surveyors, Inc. CHANHASSEN, MN Cara M. Schwahn Otto l t -17- t ° SHEET NO . CS OF C 1 O SHEETS DATE: 11-17-14 License # 40433 Date: ADD MASTIC BETWEEN FRAME AND RINGS I&I BARRIER SEE DEATAIL 2109 a� RINGS SHALL BE SET ON ABS SEALANT OR APPROVED EQUAL. 25 -.5 f-1.5" BIT. WEAR `— 2" BIT BASE HDPE OR PRECAST CONCRETE ADJUSTING RINGS a. 6" THICK CONCRETE 27" COLLAR NOTE: 2—PIECE COVER RISER RINGS ARE NOT ALLOWED. BIT. WEAR COURSE ADJ. DETAIL R3067—V or equal Varies CASTING SHALL BE NEENAH# R-1642 OR MCI# 309 AND SHALL INCLUDE SELF SEALING VARIES TYPE LIDS STAMPED SANITARY SEWER OR STORM SEWER AS APPROPRIATE WITH TWO CONCEALED PICK HOLES MIN. (2-2") ADJ. RINGS AND I a MAX. (3-4 ) ADJ. RINGS (1-2" RING WITH MORTOR = 0.2') i I&I BARRIER 27" SEE DEATAIL 2109 ADD MASTIC BETWEEN FRAME AND RINGS BIT. BASE OR BINDER HDPE 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. HDPE ADJUSTING RINGS SHALL BE BEDDED WITH SEALANT MANUFACTURED BY LADTECH INC. OR APPROVED EQUAL. 3. ALL ADJUSTS SHALL INCLUDE NEW RINGS FROM CASTING TO CONE. CITYOF MANHOLE CASTING AND MEM ADJUSTING DETAIL REVISED:3-14PLATE NO.: ENGINEERING DEPARTMENT 2110 FILE NAME: G:\ENG\SPECS72110 NOTE: 1— V Grate Shown 2— VB Grate Shown shall be used at all low points. Face of Curb Direction of Flow 3'-0" LO r -'N I A n I LO Catchbosin casting + + + + p E and grate Neenah 3"r PROJECT NO: 14-0275 �c R3067—V or equal Varies Grate to be 2" below 3" radius curb box. r gutter grade. + + + + + + 5 transition curb on each _+ + + + + + + + + 5" -------------------- V side of catchbasin. Precast concrete orZ—J 6„ HDPE adjusting rings. Top of Curb 6I" ++++++++++++++++++++ Concrete Curb and Gutter Varies Minimum of 2-2", 1 /2"r� 3"r 1 /2"r I+ maximum of 5-2" a., �3 slope Foundation — Varies F If Required (see Note 1) concrete adjusment 24" x 36" i rings allowed with 1/4" Precast 5„ 3' minimum to 1/2" bed of mortar For Use Only with Private Driveways, between each and a Parking Lots, or Medians. 3" Grout 6" thick concrete collar 16" Top Bituminous Material 68"R on the outside. N � 6"Min. base Doghouses shall be \ grouted on both the SECTION Surmountable Inside and outside. Concrete Curb and Gutter 28" NOTES: 4„ 4„ 1. Steps shall be provided in all catch basin/manholes and storm sewer manholes. 2. Casting to be totally encased in concrete curb section. Surface 3. No block structures are allowed. N 6" Shoe Formed 4. No wood shims are permitted in the adjusting rings. CITIOF I STORM SEWER CATCH BASIN 2' X 3' RECTANGULAR REVISED: 1-10 PLATE NO.: ENGINEERING DEPARTMENT 3101 FILE NAME: G: ENG SPECS 3101 Compacted Normal Fill Material, Compacted to 95% of the Standard Proctor Density I�II� 0 Varies I I > _ I- II I I —I I I I I I—III—III—I I I I Shaped Natural Ground to pipe NOTES: 1. When existing soil conditions are 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. 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. The Bottom of the Trench Shall be Shaped to Fit the Pipe Barrel for at Least 50% of the pOutside Diameter. CITYOF PIPE BEDDING MIM SE �i IN GOOD SOILS 1,IIt1�A►1RCP & D I P REVISED: 1-10 ENGINEERING DEPARTMENT PLATE NO.: 2202 FILE NAME: G:\ENG\SPECS\2202 24"x36" slab opening for Neenah R3067—V or equal Io I Note: � 1— V Grate shown 0 o2— VB Grates shall be used at all low o points. Neenah R3067—V casting and grate or equal. PLAN Minimum of 2 maximum of 5-2" 6" Conc. collar concrete adjustment rings with full beds of mortar. �— Precast concrete or HDPE adjusting rings. ca + + + + p E 1/2"r 3"r PROJECT NO: 14-0275 �c Varies Cara M. Schwahn Otto License # 40433 Date: 11-17-14 + ++ ++ +++++++ r 4'-0" Typ. + + + + + + Embedment _+ + + + + + + + + 5" -------------------- V + + + +++++ rBo Material0 6„ 8" 18" 6I" 6" precast reinforced concrete slab. Top of barrel section under top slab to have flat top edge sealed with 2 beads of Ramnek or equal. All joints in manhole to have "0" ring rubber gaskets. Precast concrete section NOTES: 1. Doghouses shall be grouted on bath the outside and inside. 2. No block structures are allowed. Manhole steps, Neenah R1981J or equal, 16" o.c., Aluminum steps approved. Minimum slab thickness, 6" for 14' depth. Increase thickness 1" for each 4' of depth greater than 14', and reinforce with 6"x6" 10/10 mesh. Grout bottom of manhole to 1/2 SECTION diameter at pipe and slope grout 2" toward invert. Cfff OF TYPICAL 4' DIAMETER C8MSEN CATCH BASIN MANHOLE REVISED: 2-10 PLATE NO.: ENGINEERING DEPARTMENT 3102 FILE NAME: G:ENG SPECS 3102 Compacted Backfill + + +— + + + + + + + ++ + + + + 1/2"r 3"r PROJECT NO: 14-0275 1 /2"r Cara M. Schwahn Otto License # 40433 Date: 11-17-14 + ++ ++ +++++++ r + + + + + + Embedment _+ + + + + + + + + + + + + + + +++++ rBo Material0 8" 18" 6I" ++++++++++++++++++++ Concrete Curb and Gutter 6" 1 Distance to variable 1 /2"r� 3"r 1 /2"r I+ a., �3 slope Foundation — i F If Required (see Note 1) "Bc" Denotes outside diameter of pipe NOTES: 1. A soils Engineer will be required to determine the depth of the pipe foundation embedment material if needed. Pipe foundation material shall be in accordance with MNDOT 3149.2H course filter aggregate. 2. P.V.C. bedding shall be MNDOT 3149.26 select granular borrow with 100% passing a 3/4" sieve, and less than 10% passing a NO. 200 sieve. CITY OF PIPE BEDDING MMSEN FOR P.V.C. PIPE REVISED:2-10 PLATE NO.: ENGINEERING DEPARTMENT 2203 FILE NAME: G:\ENG\SPE7S\2203 MINIMUM 6" OF 12" 1 COMPACTED SAND PROPOSED SEWER :0.. 18" MIN. SEPARATION 3" STYROFOAM INSULATION TRANSITION TO SPECIFIED ONE PIPE LENGTH DEPTH (TYPICAL). INSTALL VERTICAL BENDS WITH MEGA LUGS AS REQUIRED. WATERMAIN UNDER STORM SEWER NOTE: INSULATION AND COMPACTED SAND SHALL EXTEND 12" PAST OUTSIDE OF PIPE INSULATION SHALL OVER LAP AT JOINTS BY MIN. OF 12" CITYOF WATERMAIN / STORM SEWER MMSE1 CROSSING REVISED:1-10PLATE NO.: ENGINEERING DEPARTMENT 2204 FILE NAME: G: ENG SPECS 2204 6" CONCRETE (MIX 3A32) MN/DOT SPEC. 2521 6" 4" CL. 5 BASE --"-*' ASE VARIES (SEE PLANS) Joint spacing at 5' intervals. Expansion joint spacing at 100' intervals and when abutting existing concrete or structure. CONCRETE SIDEWALK :., . I Ito NOTES: ALL V -CURB CONTRACTION JOINTS SHALL MATCH CONCRETE WALK JOINTS. V CURB NEXT TO BUILDING SHALL BE A 4" WIDTH. O1 END TAPERS AT TRANSITION SECTION SHALL MATCH INPLACE SIDEWALK GRADES. 2O ALL V CURB SHALL MATCH BOTTOM OF ADJACENT WALK. O EDGE BETWEEN V CURB AND INPLACE STRUCTURE SHALL BE SEALED AND BOND BREAKER SHALL BE USED BETWEEN EXISTING STRUCTURE AND PLACED V -CURB. V CURB ADJACENT TO BUILDING REV. NO. I DATE BY DESCRIPTION DESIGNED DRAWN C S 0. C S. 0. CHECKED P.E.O. 6" 1 Distance to q variable www. ottoassociates. com 9 West Division Street TTo Buffalo, (763)682-4-4727 MAI 55313 SSOCIATES Fax: (763)682-3522 Engineers & Land Surveyors, Inc. 1/2"r 3"r PROJECT NO: 14-0275 1 /2"r Top Bituminous Material Cara M. Schwahn Otto License # 40433 Date: 11-17-14 SHEET NO. C9 OFC10 SHEETS 1 slope 3 4' er ft 8" 18" MnDOT B618 Concrete Curb and Gutter 6" 1 Distance to variable 1 /2"r� 3"r 1 /2"r Top Bituminous Material a., �3 slope 3/4 per MnDOT 8612 j. ; Concrete Curb and Gutter 8" 1 2" NOTE: For Use Only with Private Driveways, Parking Lots, or Medians. 28"R 12"R 16" Top Bituminous Material 68"R N � \ 17 1/2" 1 10 1/2" Surmountable Concrete Curb and Gutter 28" 4„ 4„ 1 1/8"r Bituminous Surface Bituminous Curb N 6" Shoe Formed CITIOF TYPICAL CURB CIIMSEN AND GUTTER REVISED: 3-10 ENGINEERING DEPARTMENT PLATE NO.: 5203 FILE NAME: G:\EN7\SPECS\5203 MINIMUM 6" OF 12" 1 COMPACTED SAND PROPOSED SEWER :0.. 18" MIN. SEPARATION 3" STYROFOAM INSULATION TRANSITION TO SPECIFIED ONE PIPE LENGTH DEPTH (TYPICAL). INSTALL VERTICAL BENDS WITH MEGA LUGS AS REQUIRED. WATERMAIN UNDER STORM SEWER NOTE: INSULATION AND COMPACTED SAND SHALL EXTEND 12" PAST OUTSIDE OF PIPE INSULATION SHALL OVER LAP AT JOINTS BY MIN. OF 12" CITYOF WATERMAIN / STORM SEWER MMSE1 CROSSING REVISED:1-10PLATE NO.: ENGINEERING DEPARTMENT 2204 FILE NAME: G: ENG SPECS 2204 6" CONCRETE (MIX 3A32) MN/DOT SPEC. 2521 6" 4" CL. 5 BASE --"-*' ASE VARIES (SEE PLANS) Joint spacing at 5' intervals. Expansion joint spacing at 100' intervals and when abutting existing concrete or structure. CONCRETE SIDEWALK :., . I Ito NOTES: ALL V -CURB CONTRACTION JOINTS SHALL MATCH CONCRETE WALK JOINTS. V CURB NEXT TO BUILDING SHALL BE A 4" WIDTH. O1 END TAPERS AT TRANSITION SECTION SHALL MATCH INPLACE SIDEWALK GRADES. 2O ALL V CURB SHALL MATCH BOTTOM OF ADJACENT WALK. O EDGE BETWEEN V CURB AND INPLACE STRUCTURE SHALL BE SEALED AND BOND BREAKER SHALL BE USED BETWEEN EXISTING STRUCTURE AND PLACED V -CURB. V CURB ADJACENT TO BUILDING REV. NO. I DATE BY DESCRIPTION DESIGNED DRAWN C S 0. C S. 0. CHECKED P.E.O. I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Cn&_-� � www. ottoassociates. com 9 West Division Street TTo Buffalo, (763)682-4-4727 MAI 55313 SSOCIATES Fax: (763)682-3522 Engineers & Land Surveyors, Inc. NOODLES & COMPANY HALIFAX DEVELOPMENTs' LLC CHANHASSEN MN DETAILS PROJECT NO: 14-0275 Cara M. Schwahn Otto License # 40433 Date: 11-17-14 SHEET NO. C9 OFC10 SHEETS DATE. 11-17-14 I I !. 5 FT. MIN. LENGTH STEEL POST 5 FT. MIN. LENGTH STEEL POST 1H°uH ..s '� o m �s6 W AT 6 FT. MAX. SPACING AT 6 FT. MAX. SPACING \` t" =`G PLASTIC ZIP TIES 36QTWIDELE FABRIC //`36� WIDE LE FABRIC j .6 a r / f a $ \ \\ ) 't _ 3 s >.` n w` �= t LOCATED IN TOP) 8" / TRENCH ANCHORAGE PLASTIC ZIP TIES nsk, (50 LB. TENSILE (50 LB. TENSILE) t LOCATED IN TOP 8" x w as < 8 8 a. C * ?� ' Pd I` _ - TIRE COMPACTION ZONE NTH TAMPED 3 �mss / ��w �-N y 6> 6 b.�®(9 �e� . _ ���awGi io _rn" mW. A30i�,'-_gx, 1xk�� Kr$„: �EPda��sbmwcN�o`` YRSa5egxh�Ni4$A 5ygHz WiSs�5- A'�2a3�a.Y Say�r rS5' �'ST..aC' c�d�'o<.. _ 3�.wzr sigtMc3", � ;,;.�xz,, sfs�i `��rs��.?i `fs'� r.. �£ a �sUy' f i_r_- a3.r3o1�', a.t ( m6m '.6�Y �F('I+i . xz —=_�`\j �'y �1 I ?I yImoL- �_ -_ pJw wa�NWi<Uat�aoreU-+ ®//u�<[�}itf :ii�:� 1 '�mCC_\Imoi=1 tGict . < IT.•y!-il : '1 ']1 c. L�e?<'�03<a�1 a.��;����.a'z�w$8imS$<_<<'1�az (�`�A<a�€R6< �aw� r<aa ,��dNof''< .. u�m�azzangz` JwcFo<c�1mmgog...' aPF z. �cm€�w<<; gWb�iz 4cq><�� �� II- ”>t�jii f�� 'a'/ '' + �NZ�Ha�CnZ F- 12" DEP T H Ow ATU REA L SO IL`E € p FLOW us FLOW FLOW 6"MIN. FLOW Ow�8 S- IS m go 6"MIN. 1 25 ILL 3fk m MACHINE SLICE z 56 35§9 ?-:A m SILT FENCE, MACHINE SLICEDTQ SILT FENCE, HEAVY DUTY €Ezs€za91 Xa a g b 6 5 FT. MIN. 36" WIDE GTHSTEEL POST STAPLES aC FABRIC ANCHORAGE LE. BACKFILLi 8$ $� �o >oP�WITH TAMPEDNATURASOILp;_ aAEi4h7 n �: J v«"�o Lu Z FLOW ell 03 ALLJ SILT FENCE TO BE PLACEDom OCONTOUR. ESLODE 0 AND CRITERIA BELOW Go W 6lJ SLOP SILT FENCE, PREASSEMBLED 2 a p \vAR o SLOPE GRADE MAX LENGTH < (ea'h�e y a ��y{L• "®e "" g I1 � „if r :• F�gmym�gl �F.k� �.y ,t+' t ai } I. 9S-i2AW9tDA2R5C0 A(3Ptg .3 ) '. -g __ �( rX-._-� �./z3z �II �o'��,- (r �- � 's°1 ^ ' �\ ;I ,P -"-1_-��- `�._.- c} `\ '` k� 'r t y \( /11I.; M°`,'•..x heet Flow 0 FEET CESS THAN N 2% 10nz ,TS%5 FEE T 5 -10% 50 FEET I NOTES: 10 - 20 % 25 FEET + GREATER THAN 20% 15 FEETSILT FENCE PER MNDOT SPECS, SOURCE 2005 SEE SPECS. 2573 & 3886. LOCATION OF SILT FE NCE FOR SEDIMENT CONTROL Maximum Contributing Area: 1 Acre ® SLOPE VARI ABU RABLE DESI SILT FENCE NEAR TOE OF @ SLOPE OUTSIDE OF CONSTRUCTION LIMITS PNSHT NLOCATION OF SILT FEN C E MY t0 ole FOR PEREMITER CONTROL h 71 0�11Or eesranuramps 0F Pedestrian Curb RampsPedestrian Curb Ramps _ � lie �'y��r��y C11i0F SILT Page 1 o f 5 Ib�eli0e►l►l�itl Page 3 of 5 Page 5 o f 5 Grp C�MSEN FENCE REVISED: 3-14 PLATE NO.: REYISEp: 3-14 PLATE NO.: REVISED: 3-94 PLATE NO.: FILE NAME: G: ENG sPEcs\sz15 ENGINEERING DEPARTMENT 5215 FILE ED: 3-1\ENG SPECS\52156 ENGINEERING DEPARTMENT 52158 ENGINEERING DEPARTMENT 5215D REVISED: 3-12 PLATE NO.: \ \ FILE NAME: G:\ENG\SPECS\5215D ENGINEERING DEPARTMENT 5300 FILE NAME: G:\ENG\SPECS\5300 TO STOP MUD MIGRATION THROUGH ROCK. 1. CLEAN FILTER MEDIA AFTER EACH RAIN EVENT AND REPLACE IF FILTER IS TO BE PLACED ON AN EVEN SURFACE 6" BELOW CLOGGED WITH SEDIMENT. STRUCTURE OPENING. TOP OF SILT BOX TO EXTEND 18" MINIMUM ABOVE EXISTING GRADE. 2. REMOVE DEBRIS/SEDIMENT FROM RECEPTACLE AFTER EACH RAIN EVENT. CITYOF ROCK Uff OF CATCH BASIN ��pCMOF SILT BOX SEDIMENT TRAP a OF DEVELOPMENT �l S� CONSTRUCTION ENTRANCE ON C Mi1H�SEN MMEN SEDIMENT TRAP INFO SIGN REVISED: 1-10 ENGINEERING DEPARTMENT PLATE NO.: 5302A 53026 ENGINEERING DEPARTMENT REVISED: 1-10 ENGINEERING DEPARTMENT PLATE NO.: REVISED: 1-10 ENGINEERING DEPARTMENT PL'A'TE NO.: REVISED:1-10 PLATE NO.: FILE NAME: G:\ENG\SPECS\5301 5301 FILE NAME G:\ENG\SPECS\5302A FILE NAME: G:\ENG\SPECS\5302A FILE NAME: G:\ENG\SPECS\5313 5313 REV. NO. DATE BY DESCRIPTION SEDIMENT TRAP MANUFACTURED BY WIMCO,LLC.SHAKOPEE, MN., ESS BROS., CORCORAN, MN. OR EQUAL SPECIFICATIONS AND STANDARDS DESIGN LOADS t hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the taws of the State of Minnesota.(� ,� WOODEN LATH SHALL BE NAILED 2" X 4" HORIZONTAL MEMBERS SECURELY TO THE POST MEMBER CONTINUOUS AROUND TOP AND TO SECURE FILTER FABRIC. BOTTOM. FASTENED TO EACH POST USING 2-16D COMMON NAILS NOODLES & C O M PA N Y HALIFAX DEVELOPMENT LLC T CHANHASSEN MN ' 8' PROJECT NO.' 14-0275 PROJECT NAME - Cara M. Schwahn Otto License # 40433 Date: t +- t Z- t 4 SHEET NO. C10 OF CIO SHEETS AISC MANUAL OF STEEL CONSTRUCTION. 9TH EDITION. ALLOWABLE AXLE WEIGHT LOAD N/A / AWS STRUCTURAL WELDING 9D - STEEL D1.1-94. SAFETY FACTOR N/A 2" X 4" X 3' LONG MONOFILAMENT GEOTEXTILE PROJECT DESCRIPTION—A 54 LOT SINGLE FAMILY pP� 29 CFR 1926 - OSHA SAFETY AND HEALTH STANDARDS WATER FLOW RATE (THROUGH TYPE FF FILTER) 0.707 CFS O 3* HEAD WOOD POSTS,8 REQ'D. FABRIC AS PER MNDOT TABLE 3886-1 (MACHINE SLICED). RESIDENTIAL SUBDIVISION MAXIMUM OVERFLOW RATE 5.94 CFS a 15• HEAD DEVELOPER— NAME PUg�\G ADDITIONALFABRIC 8-10TOM PHONE NUMBER / FLAP AT OX OFF 1"-2" CLEAN CRUSHED ROCK CONTACT— NAME MODEL#CG23 PHONE NUMBER 6' PERMITTED CONSTRUCTION HOURS—MON.—FRI, 7AM-6PM 750, SATURDAY h7rs0' DEFLECTOR PLATE 9AM-5PM N < �oyFti�T OVERFLOW CENTER FILTER SEM LY ABSOLUTELY!!! NCONSTRUCTION OVERFFLOW 2 TOPOFF CURBBOX MAINTENANCE OR DELIVERIES `o ti ALLOWED ON SITE OUTSIDE 6"MIN.DEPTH FOR ROCK � fy 0p 10" FILTER ASSEMBLY OF THESE HOURS. 10"MIN.DEPTH FOR WOODCHIPS 000QpC� C",p 8—{ 10" FABRIC FLAP— BURY CITY OF CHANHASSEN ENGINEERING DEPARTMENT 952-227-1160 CURB UNDER ROCK TO PREVENT UNDERWASHING w\OWN M\N\MSM 18" MINIMUM CUT OFF BERM 20 �— 2" WASHED ROCK TO MINIMIZE RUNOFF FROM SITE ;. 1' DEEP X 2' WIDE NOTES: FILTER FABRIC 1. SIGN SHALL HAVE A MINIMUM OF TWO POSTS. CG -23 HIGH—FLOW 2. INSTALL SIGNS AT ALL CONSTRUCTION ENTRANCES. HIGH—FLOW FABRIC NOTES: 3. SIGN SHALL HAVE WHITE BACKGROUND WITH CONTRACTOR SHALL CONSTRUCT SILT BOX TO FIT BLACK LETTERING. AROUND THE INLET STRUCTURE WITH 6" MINIMUM NOTE' FILTER FABRIC SHALL BE PLACED UNDER ROCK NOTES: CLEARANCE TO EDGES OF STRUCTURE. SILT BOX 4. LETTER SIZE TO FIT 8' X 6' SIGN. TO STOP MUD MIGRATION THROUGH ROCK. 1. CLEAN FILTER MEDIA AFTER EACH RAIN EVENT AND REPLACE IF FILTER IS TO BE PLACED ON AN EVEN SURFACE 6" BELOW CLOGGED WITH SEDIMENT. STRUCTURE OPENING. TOP OF SILT BOX TO EXTEND 18" MINIMUM ABOVE EXISTING GRADE. 2. REMOVE DEBRIS/SEDIMENT FROM RECEPTACLE AFTER EACH RAIN EVENT. CITYOF ROCK Uff OF CATCH BASIN ��pCMOF SILT BOX SEDIMENT TRAP a OF DEVELOPMENT �l S� CONSTRUCTION ENTRANCE ON C Mi1H�SEN MMEN SEDIMENT TRAP INFO SIGN REVISED: 1-10 ENGINEERING DEPARTMENT PLATE NO.: 5302A 53026 ENGINEERING DEPARTMENT REVISED: 1-10 ENGINEERING DEPARTMENT PLATE NO.: REVISED: 1-10 ENGINEERING DEPARTMENT PL'A'TE NO.: REVISED:1-10 PLATE NO.: FILE NAME: G:\ENG\SPECS\5301 5301 FILE NAME G:\ENG\SPECS\5302A FILE NAME: G:\ENG\SPECS\5302A FILE NAME: G:\ENG\SPECS\5313 5313 REV. NO. DATE BY DESCRIPTION DESIGNED DRAWN C. S. o. T. It. B. CHECKED P.E.O. t hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the taws of the State of Minnesota.(� ,� www ottoassociates. com 9 West Division Street TTo Buffalo, 55313 (763)682-4-4 727 SSOC►ATES Fax: (763)682-3522 Engineers & Land Surveyors, Inc. NOODLES & C O M PA N Y HALIFAX DEVELOPMENT LLC T CHANHASSEN MN ' DETAILS PROJECT NO.' 14-0275 - Cara M. Schwahn Otto License # 40433 Date: t +- t Z- t 4 SHEET NO. C10 OF CIO SHEETS DATE 11-17-14 Landsca, P/antin Shrub Plan Ung Detail No Sub I�� _ � '\ Commerdal grade black poly W&V9iSuld>orother specified 4^ 'I- material to be placed at 3" \---Backfill wdepth. ith loosened soil indigerro05 to site. X??? X??? X??? X??? X??? snaee r" - 4 Level Location-rcm.. X951.20 X95260 X951.50 - conavte ILurb �n:7 GvIr / /X9 .56 S)ieee Titre %enliiy� leil SI99e0Lomlbn- 6 \w� W\ X949.8]/ I � I / I� I / SS SS - / X951.00 1 / 1 / 1 I- Sf X950.67 29 W \ X950. X950. X950.69 ST a Q X950.661_ W SS I I W existing 12' WAW W W L W /X 1,14 /l -0- X95027 X950.6] I Benchmark: I T.N.H. elev. -953.37 (N.G.V.D. 1929) > � ST X9494. I / 3- �08-OB /04` - �\\ 7 -SOC EDGER 18 -ALC o- SS --- X X S1.69 \ / 6" SS SS SS .S SS\ 2 B1 II t -BHse 952. 2X kl X9 265 50 -AWS \ X951.5 \ X 34� l 3-RBC �SF x9 I ._. _... / \ s � ` X9K905 I I 9 9.8 V \ •'P 952. SF $ 9 3 -AP \ T IRRIGANON SLEEVE BY X95 5 4- 951.0 ` IRRIGA TION dONTRACTOR \ \ Block wall tram _ \I �qN FOR NOODLE D \ \ enclosure 7-HGL TURF 7- COMPANY ' \ VI NOTE: THE CLOUDED AREA IS REFERRED 7� S \ yC951.)`i. "TARGETSITE iTISA PART OF THE �\ T X95 \ X95229 \ 952 a5 SS� �' °�- 16 KFG NOODLE.5AND COMPANY PROJECT #-8-- _ X 8. COORD/NAT/ON OF THIS WORK WITH TARGET \ * 5 J%�A ` E ` AND GENERAL CONTRACTOR FOR NOODLES. T 4 I 4 q• 1-HGL / X955.20 S TUR }��a- #/ CClATION E VE BY ,� l TION TO l IL X9 a]5 TURF XSJ.� 5 AM 4 X9 778 / \` \ �{ 4' \ 4 \ \ \ \ X954.91 /3 O .. \ 1 IRRIGATION SLEEVE \ 71 9" 0 : - I N IRRIGATIONCONTRAACR \ \ \ X956.9]. OMPANY FOR NOODLES AND \ \ \ \ \ \ 4 \ i(.I f. X959.104. j 5- C pqr; \ \ \ \ \ \ ^ 4- \r - H �.. \ X95 .\ \ \ \ \ 4r r;"I ;.,i) O 7. 1 1 X950.5 SODT(JRF ` q• T, *6" SOD TURF �\ a" I I 4 \ ISLAND \ \ �4" 1 � X949.4 \9 \ 7 -ABS \� \ ABS B °.'" I tP O4 \ h'- \. 0.84 EDGER � \ \ \ 6 E \@ `.....\ X960Y�\ \\ \ X959.)0 \ \ \X95J13� \ SF SOOT \ -HG i IT \ X4681 X 777 \ \STO 950.57 ' 5• O EDED Dl URBdrD45 X952.93 T B SE TED ° \ 7 949.5 I - PTE \ 14 x96P-.ZE� \ \ \ \ \ X9$I,V 51.69 \ X9 . .. �<gti;q \` \ ^� \ \ \ \ \ \ \ \ \ \�B• X946.6 \ \ \ 1 S X948.77 / ST X94 58 \ \ \ X \4 \ \ \ 6 rJy KEY QTY COMMON/BOTANICAL NAME SIZE ROOT REMARKS OVERSTORY TREES .4s 2-S HGL 4TURrX mongolica 'Harvest Gold' X99 27 BB I X9 .64 IRRIGATION SLEEVE BY Honeylocust, Imperial / Gleditsia IRRIGATION CONTRACTOR FORNOODLESAND IHL COMPANY triacanthos inermis'lmpcole' 952. 2X kl X9 265 50 -AWS \ X951.5 \ X 34� l 3-RBC �SF x9 I ._. _... / \ s � ` X9K905 I I 9 9.8 V \ •'P 952. SF $ 9 3 -AP \ T IRRIGANON SLEEVE BY X95 5 4- 951.0 ` IRRIGA TION dONTRACTOR \ \ Block wall tram _ \I �qN FOR NOODLE D \ \ enclosure 7-HGL TURF 7- COMPANY ' \ VI NOTE: THE CLOUDED AREA IS REFERRED 7� S \ yC951.)`i. "TARGETSITE iTISA PART OF THE �\ T X95 \ X95229 \ 952 a5 SS� �' °�- 16 KFG NOODLE.5AND COMPANY PROJECT #-8-- _ X 8. COORD/NAT/ON OF THIS WORK WITH TARGET \ * 5 J%�A ` E ` AND GENERAL CONTRACTOR FOR NOODLES. T 4 I 4 q• 1-HGL / X955.20 S TUR }��a- #/ CClATION E VE BY ,� l TION TO l IL X9 a]5 TURF XSJ.� 5 AM 4 X9 778 / \` \ �{ 4' \ 4 \ \ \ \ X954.91 /3 O .. \ 1 IRRIGATION SLEEVE \ 71 9" 0 : - I N IRRIGATIONCONTRAACR \ \ \ X956.9]. OMPANY FOR NOODLES AND \ \ \ \ \ \ 4 \ i(.I f. X959.104. j 5- C pqr; \ \ \ \ \ \ ^ 4- \r - H �.. \ X95 .\ \ \ \ \ 4r r;"I ;.,i) O 7. 1 1 X950.5 SODT(JRF ` q• T, *6" SOD TURF �\ a" I I 4 \ ISLAND \ \ �4" 1 � X949.4 \9 \ 7 -ABS \� \ ABS B °.'" I tP O4 \ h'- \. 0.84 EDGER � \ \ \ 6 E \@ `.....\ X960Y�\ \\ \ X959.)0 \ \ \X95J13� \ SF SOOT \ -HG i IT \ X4681 X 777 \ \STO 950.57 ' 5• O EDED Dl URBdrD45 X952.93 T B SE TED ° \ 7 949.5 I - PTE \ 14 x96P-.ZE� \ \ \ \ \ X9$I,V 51.69 \ X9 . .. �<gti;q \` \ ^� \ \ \ \ \ \ \ \ \ \�B• X946.6 \ \ \ 1 S X948.77 / ST X94 58 \ \ \ X \4 \ \ \ 6 rJy KEY QTY COMMON/BOTANICAL NAME SIZE ROOT REMARKS OVERSTORY TREES Linden, Harvest Gold / Tilia HGL 05 mongolica 'Harvest Gold' 2.5" BB PP12,232 Honeylocust, Imperial / Gleditsia IHL 04 triacanthos inermis'lmpcole' „ BB PTE 07 Elm, Princeton / Ulmus americana 2.5" BB 'Princeton' Maple, Sienna Glen / Acer SGM 05 freemanni 'Sienna Glen' 3" BB PP11,322 ORNAMENTAL TREES Serviceberry, Autumn Brilliance / ABS 03 8' BB Clump Form Amelanchier x granditlora'Autumn Brilliance' RBC 04 Crabapple, Red Barron / Malus 1.5" BB 'Red Barron' SDC 01 Crabapple, Snowdrift / Malus 2.5" BB 'Snowdrift' EVERGREEN TREES BHS 03 Spruce, Black Hills / Picea glauca 6' BB densata BH58 04 _ Spruce, Black Hills / Picea glauca 81 BB densata AP 03 Pine, Austrian / Pinus Nigra 6' BB Natural Form ORNAMENTAL SHRUBS/GRASSES ALC 08 Currant, Alpine / Ribes alpinum #5 CONT Chokeberry, Autumn Magic / Aronia AMC 16 melanocarpa 'Autumn Magic' CONT Spirea, Anthony Waterer / Spiraea x AWS 67 bumalda 'Anthony Waterer' CONT KFG 24 Grass, Karl FoersterI Calamagrostis #3 CONT 'Karl Foerster' Arborvitae, Technito / Thuja TNA 13 occidentalis'Bailjohn' #5 CONT re NOODLES AND COMPANY SITE: All plantings shall be true to name and size in accordance with American Nurseryman's Planting soil shall be a 1-1-1 mixture with 1 part peat, 1 part soil, and 1 part sand. All plantings shall be guaranteed for one year (365 days) from date of acceptance. Landscape Contractor shall replace any dead or damaged plants at no additional cost to Owner during the guarantee period. Landscape Contractor to provide written information for on-going maintenance. Landscape Contractor to inspection monthly and provide written reports regarding deficiencies of the on-going maintenace- All trees shall be staked and wrapped as shown in details. Staking of the trees shall be at the discretion of the landscape contractor, however all trees shall remain plumb during the warranty period at the expense of the landscape contractor. Sod shall be cultured Kentucky bluegrass, free of weeds and clumps. Landscape Contractor will water at time of installation and roll all sod as needed to assure a smooth turf- AY slopes greater than 3 to 1 shall be staked. Any sliding of sod shall be replaced by Landscape Contractor. All shrub beds shall receive a 3" deep layer of River Rock, size 1.5" over landscape fabric. All areas where sod and mulch touch shall have commercial grade black poly edger - All deciduous and coniferous trees that are not in mulch beds shall be mulch with shredded bark mulch at a depth of 4" Care shall be taken at installation to keep mulch away from trunk of tree. Landscape Contractor shall be responsible for locating all utilities by actual location in the held prior to any planting operation. TARGET SITE: All areas shown on the plan as "disturbed to be seeded" areas shall be hydro-seeded/mulched with a no mow seed mix MNDOT 25-13 at a rate of 60 lbs. per acre. A#other areas on the Target site to be sodded. All shrub beds shall be receive a 3" layer of rock over landscape fabric. Rock shall be buff limestone size 1.5" crushed. All planting islands and the boulevard along Target Lane shall be irrigated. The current landscape vendor for the on-going landscape and irrigation maintenance is: "Curb to Curb Sweepinq and Property Maintenance, 12400 Beard Avenue South, Burnsville, MN 55337 - Contact Mr. Roder Dvorak 952-405-2440 Irrigation sleeves on the plan shall be installed by the irrigation contractor for the Noodles and Company project. The General Contractor for the project shall contact and contract with Curb to Curb to terminate the irrigation in the area of disruption prior to removal, consult on exact sleeve locations and reinstall the irrigation system on the Target tract. existing 8" WM Concrete Curb and Gutter _... _... _ _ _ _ _ _ _ _ _ I Dumpster Area MATCH EXISTING CURB & GUTTER ........................................ --NEW PROPERTY: TINE ......................................... .............. _ ......... ........... CUB & GUTTER MATCH EXISTING \RB & GUTTER " - --7845 SF ADDED TO EXISTING CURB &— GUTTER TO REMAIN MATCH EXISTING CURB & GUTTER EXISTING CURB & GUTTER TO REMAIN /-�--� 0 20 40 Utt Feet DENOTES PAVED AREA TO BE REMOVED DENOTES PROPOSED CONCRETE C NO TES: 1. RE'ER TO ARCHITECTURAL PLANS FOR BUILDING INFORMATION. 2. DIMENSIONS MEASURED OFF THE PROPERTY LINES ARE PERPENDICULAR TO THEM. 3. ALL PEDESTRIAN FACILITIES SHALL BE IN ACCORDANCE WITH CHAPTER 1341 OF THE MN STATE BUILDING CODE AND ADA STANDARDS. PARKING REQUIRED: 1 SPACE PER 200 SF REA TIL 1755 SF / 200 = 9 STALLS 1 SPACE PER 60 SF RESTAURANT 2555 SF / 60 = 44 STALLS 53 STALLS REQUIRED 53 STALLS PROPOSED TARGET STALL COUNT: LOSS OF 19 STALLS CM �' AUG 15 2014 IPIANNINGDEn REV. NO. DATE BY DESCRIPTION DESIGNED DRAWN I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed www.offoassociates.com NOODLES & COMPANY PROJECT NO: C. S. o. I. J B. CHECKED Professional Engineer under the laws of the State of Minnesota. / „ _ /� t�f (� 9 West Division Street T�O Buffalo, 55313 HALIFAX DEVELOPMENT LLC SITE PLAN 14-0275 P.EO. lilts �(' lJMlo" 0 -4 r (763)682-4727 SSOCIATES Fax (763)682-3522 Enaineers & Land Survevors. Inc. r CHANHASSEN, MN Cara M. Schwahn Otto License # 40433 Date: SHEET NO. C1 OF C3 SHEETS DATE 8-15-14 PRIOR TO ANY EXCAVATION THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES. CALL 48 HOURS BEFORE DIGGING: GOPHER STATE ONE CALL: TWIN CITY AREA 651-454-0002 MN TOLL FREE 1-800-252-1166 GOVERNING SPECIFICATIONS: 1. THE 2014 EDITION OF MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" 2. CITY OF CHANHASSEN STANDARD SPECIFICATIONS AND DETAIL PLATES. 3. ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS AND ORDINANCES WILL BE COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT. REV. NO. I DATE NOTES: 1. ALL C-900 DR18 WATERMAIN SHALL BE INSTALLED WITH DUCTILE IRON FITTINGS. FITTINGS SHALL BE POLYWRAPPED. MEGALUGS SHALL BE COMPATIBLE WITH PVC PIPE. 12 GAUGE TRACER WIRE SHALL BE INSTALLED WITH ALL PLASTIC WM. TRACER WIRE SHALL BE TERMINATED AT ALL HYDRANT BREAK OFF FLANGES USING SNAKE PIT BOX. 2. 6" PVC SANITARY SERVICES SHALL HAVE SOLVENT WELD JOINTS. 3. ALL HYDRANT LEADS SHALL BE 6" DIP CLASS 52. 4. ALL WATERMAIN SHALL BE INSTALLED WITH 7.5' OF MINIMUM COVER. DESIGNED DRAWN C.S.O. r.JB. CHECKED P. E. 0. I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that l am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Cara M. Schwahn Otto ' License # 40433 Date: 8-15-14 www ottoassociates. com W(763)682-4727 TTo 8 West Division Street Buffalo, MN 55313 SSOCIATES Fax (763)682-3522 Engineers & Land Surveyors, Inc. NOODLES & COMPANY HALIFAX DEVELOPMENT, LLC CHANHASSEN, MN 0 20 40 Feet _... DENOTES PAVED AREA TO BE REMOVED PROJECT NO: PRELIMINARY UTILITY PLAN 1 14-0275 SHEET NO. C2 OF C3 SHEETS I DATE 8-15-14 -- W W �1 X951.20 �.. X952.60 X951.50 Concrete Curb and Gutter_..,,"..— Dumpster Areo2-� 954- X954.91 DX9.27 } • .�J 4. 474a 9466 X91e . O ... . e - ,.,..X950. . +, +.. . • `:��.... 3 h T 01 9S6 0�3' • '� t �, .'. 5, A5 t B - f tf! • ..,,0 951, 1 �O� x996 ''r�9.24 S�s.�� 5�. 3 1 9 51 v `' A? 946' 9466 f N Sp 52.4 �/ f '. 4 91.1 SFXoG 84 2 ».' ne Wall X960. "'�•.. � ..... SF' \ .. 952.1 � \. � ' ,. TorgeI Siyn 1.4' Eo i '--...�...\ .,..` X959.30..... ...X95313 951. of Property Line `�`` . t - I i a X946.83 X 777 r, i 04 ......, n \ .. � X946.88 9P .......... —948-- -- DENOTES EXISTING CONTOUR ......... DENOTES PROPOSED CONTOUR X948.62 DENOTES EXISTING SPOT ELEVATION .........X95357 `'\ DENOTES PROPOSED SPOT ELEVA 77ON .,. 93" _ Cara M. Schwahn Otto License 1140433 Date: 8-15-14 --._....... DATE: 8-15-14 RCP ' e 6 4 ........., ,, •, �`t. 966. .... o, \ X94737 ... 948 _.._.. ...X96413 . .. '�. X948.73 s'� - .... X954.24 / 0 20 40 Feet SF DENOTES SILT FENCE —948-- -- DENOTES EXISTING CONTOUR 948 DENOTES PROPOSED CONTOUR X948.62 DENOTES EXISTING SPOT ELEVATION x 948.6 DENOTES PROPOSED SPOT ELEVA 77ON NOTES: 1. SPOT ELEVATIONS SHOWN ON CURB ARE GUTTER ELEVATIONS. REV. NO. DATE BY DESCRIPTION DESIGNED DRAWN C. S 0. T. �. B. CHECKEDCAA P.E.O. l hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. (L www.Ottoassociates. corn 9 West Division Street TTo Buffalo, MN 55313 (763)682-4727 SSOCIA7ES Fax (763)682-3522 Engineers & Land Surveyors, Inc. NOODLES &COMPANY HALIFAX DEVELOPMENT, LLC CHANHASSEN, MN PRELIMINARY GRADING PLAN PROJECT NO: 14-0275 _ Cara M. Schwahn Otto License 1140433 Date: 8-15-14 SHEET NO. C3 OF C3 SHEETS DATE: 8-15-14 42'-4" 6'-0" 12'_10" D PATIO 50'-0" \ \ \ \ \ 181_0„ 3 FLOOR PLAN \ \ NORTH SK SCALE: 118"= 1'-0" Q TRASH \ \ \ NOTE: INSTALL ALL FINISHES AND FINISH SYSTEMS PER MANUFACTURER'S FINISH PRODUCT SPECIFICATIONS RECOMMENDATIONS AND MANUFACTURERS STANDARD DETAILS FOR SIMILAR CONDITIONS. \ PATIO T, ` F.F. A.F.F. TP UILDING v 17-6"A.F.F. � F.F. 0' 6A.F.F. EXTERIOR ELEVATION - EAST SCALE: 1/8" = V-0" EXTERIOR ELEVATION - NORTH 6 EXTERIOR ELEVATION - SOUTH K SCALE: 118"=V-0" T.O.ENTRY 19'-0"A. F.F. T.O.BUILDING 17'-6"A.F.F. . F.FS 0'-0"A.F.F. F.F. 0"A.F.F. TRASH ENCLOSURE EXTERIOR ELEVATION SCALE: 1/8" = V-0" F.F. 0"A.F.F. 7 )TRASH ENCLOSURE EXTERIOR ELEVATIONS SK SCALE: 1/8" = v -0 - A a r c h itectsLL, 100 Portland Ave. South Suite 100 Minneapolis, MN 55401 612 371-6440 T 612 332-0710 F www.aarchitectsl Ic.com All ideas, designs, arrangements, plans and specifications indicated or represented by this drawing are owned by, and the property of, Aarchitects LLC, were created, evolved and developed for use on and in connection with, the specified project. None of these ideas, designs, arrangements, plans and specifications shall be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission of Aarchitects LLC. Contact with these plans or specifications shall constitute conclusive evidence of acceptance of these restrictions. © 2000 Aarchitects LLC I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the law of the state of Minnesota. Signature: Name: Jeffrey P. Agnes AIA Date: Reg. No.: 19452 OWNER HALIFAX DEVELOPMENT, LLC 4201 EAST YALE AVENUE SUITE 200 DENVER, CO 80222 PROJECT noodles OUTLOT BUILDING VACANT TARGET OUTLOT SITE CHANHASSEN, MN 55317 SHEET TITLE PRELIMINARY FLOOR PLAN PRELIMINARY EXTERIOR ELEVATIONS PROJECT NO. 133.01 SCALE AS SHOWN DATE 08/15/14 QREVISION DATE 1 DESCRIPTION LABEL MATERIAL MANUFACTURER PRODUCT COLOR LOCATION REMARKS 1 ACRYLIC POLYMER/SAND DEMAND PRODUCTS ACRYLIC POLYMER/SAND COLOR: MATCH PT -0 BUILDING COPING MIX 'STONEWALL'OR EQ. MIX MATCH EFIS TEXT. BK -1 BRICK VENEER BELDEN BRICK BRICK VENEER STANDARD SIZE TUDOR BLEND EXTERIOR WALL APPLY'CHEM-TRETE' 40 VOC SEALER OR EQ. ROCKFACE BLOCK SILL APPLY'CHEM-TRETE' PB BK -2 ROCK FACE BLOCK -SILL COMMERCIAL GRADE 8X6Xi6W/CHAMFERED WHITE BASE OF EIFS WALL VOC SEALER OR EQ. EDGE EFSt EXTERIOR INSULATION 8 DRYVIT OR EQUAL GENESIS 13ASECOAT / TEXTURE: SANDPEBBLE EXTERIOR FACADE REFER TO SECTIONS FOR THICKNESSES FINISH SYSTEM REINFORCING MESH COLOR: MATCH PT -1 (2" MIN.) EF&2 EXTERIOR INSULATION 8 DRYVIT OR EQUAL GENESIS BASECOAT / TEXTURE: SANDPEBBLE EXTERIOR FACADE REFER TO SECTIONS FOR THICKNESSES MIN.) FINISH SYSTEM REINFORCING MESH COLOR: MATCH PT -2 (2" EFS3 EXTERIOR INSULATION 8 DRYVIT OR EQUAL GENESIS BASECOAT / TEXTURE: SANDPESBLE EXTERIOR FACADE REFER TO SECTIONS FOR THICKNESSES MIN.) FINISH SYSTEM REINFORCING MESH COLOR: MATCH PT -3 (2" COLOR: RED TIGER MTL-1 METAL CANOPY COMMERCIAL MANUF. POWDER -COATED ALUM. DRYLAC RAL.#3003, OVER WINDOWS SEMI LOSS 9 ALUM.STOREFRONT KAWNEER CLEAR ANDD. ALUM. COLOR:CLEAR STOREFRONT MULLIONS SEE DOOR AND WINDOW SCHEDULE STOREFRONT FALLEN COLOR: #9TIM H.M. DOORS AND PRIMER; 2 COATS PT -1 EXTERIOR PAINT BENJAMIN MOORE EXTERIOR PAINT ENAMEL ERS FRAMES; TRASH GATE PAINT MTL.IH OW COLOR: #2134301RON H.M. DOORS AND 1 COAT PRIMER; 2 COATS PT -2 8 EXTERIOR PAINT BENJAMIN MOORE EXTERIOR PAINT ENAMEL MOUNTAIN FRAMES; TRASH GATE PAINT T ARD H.M. DOORS AND 1 COAT PRIMER; 2 COATS 8 EXTERIOR PAINT BENJAMIN MOORE EXTERIOR PAINT ENAMEL COLOR: T.B.D. FRAMES; TRASH GATE PAINT MTL.MAROWAR PATIO T, ` F.F. A.F.F. TP UILDING v 17-6"A.F.F. � F.F. 0' 6A.F.F. EXTERIOR ELEVATION - EAST SCALE: 1/8" = V-0" EXTERIOR ELEVATION - NORTH 6 EXTERIOR ELEVATION - SOUTH K SCALE: 118"=V-0" T.O.ENTRY 19'-0"A. F.F. T.O.BUILDING 17'-6"A.F.F. . F.FS 0'-0"A.F.F. F.F. 0"A.F.F. TRASH ENCLOSURE EXTERIOR ELEVATION SCALE: 1/8" = V-0" F.F. 0"A.F.F. 7 )TRASH ENCLOSURE EXTERIOR ELEVATIONS SK SCALE: 1/8" = v -0 - A a r c h itectsLL, 100 Portland Ave. South Suite 100 Minneapolis, MN 55401 612 371-6440 T 612 332-0710 F www.aarchitectsl Ic.com All ideas, designs, arrangements, plans and specifications indicated or represented by this drawing are owned by, and the property of, Aarchitects LLC, were created, evolved and developed for use on and in connection with, the specified project. None of these ideas, designs, arrangements, plans and specifications shall be used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written permission of Aarchitects LLC. Contact with these plans or specifications shall constitute conclusive evidence of acceptance of these restrictions. © 2000 Aarchitects LLC I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the law of the state of Minnesota. Signature: Name: Jeffrey P. Agnes AIA Date: Reg. No.: 19452 OWNER HALIFAX DEVELOPMENT, LLC 4201 EAST YALE AVENUE SUITE 200 DENVER, CO 80222 PROJECT noodles OUTLOT BUILDING VACANT TARGET OUTLOT SITE CHANHASSEN, MN 55317 SHEET TITLE PRELIMINARY FLOOR PLAN PRELIMINARY EXTERIOR ELEVATIONS PROJECT NO. 133.01 SCALE AS SHOWN DATE 08/15/14 QREVISION DATE 1 S K SHEET NO. e S K SHEET NO. F.F. 0'-0"A.. ..R. .. - \.E (/__ _ 3 XTERIOR_ ELEVATION - EAET 1 ��{ 1 SCALE, 1W -1. R• EXTERIOR ELEVATION - WEST `5K SCALE:'. 1:Yi" - 1-0' 4 -,- ` EXTERIOR ELEVATION - NORTH SK, / SCALE t �' - 1 -a' EXTERIOR ELEVATION - SOUTH $K ; SCALE: Iter. T' r 7 SCALE.t 1W - 1"T Aa r c! 1 i t c L s,.11 100 Portland Ave. South Suite 100 Minneapolis, MN 55401 612 371-6440 T 612 332-0710 F www.aarchitectsl Ic.com All ideas, designs, arrangernents, plans and specificationsIndicated or represented by this d=awing are owned by, and the property of, Awchitects LLC, were cream, evolved and developed for use on and in connection with. the specified project. None of these ideas, designs, arrangements, plans and specifications Mail he used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written aermissdon of Aarchitects LLC. Contact with these plans or specifications shall constitute conclusive evidence of acceptance of these restriction=s. 0 2011 AarChifcts LLC I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that i am a duly Licensed Architect under the law of tfre state of Minnesota, Signature: Name: Jeffrey ". Agnes AIA Date: Reg. No.: 19452 OWNER HALIFAX DEVELOPMENT, LLD PROJECT f .+ PROJECT NO. 133,01 SCALE AS SHOWN BATE 08/15/14 REVISION DATE ■I SHEET I _.. .......... _.. DESCRIPTION LABEL MATERIAL MANUFACTURER PRODUCT COLOR LOCATION REMARKS r f ACRYLIC POLYMEPUSANO DEMAND PRODUCTS � AiRYIG PCtYAERRANO � COLOR: MATCHPT4 BULDNGCOPING MLX STONEWALL ORES, MIK MATCH EM TEXT _ .... ____. __..... ............. ___ _...... _._... , _ ___.._.... ____ ..... _ _____ \.,•� BRIBRICK VENEER SEL" TUGL^R RtEN] EXTERIOR WALL yaC SEALER OR EQ.A� ri ROCK FACE kB.GCK.-SILL — ! ROCKFACE BLOCK SILL COMMERCIAL GRADE', eXiiXnM WtGitAMFEREO € YaNtTE I`VE CEIFS WM.L APPLY "CHEM -TRETE' FU VOC REALER OR E@. .- •� ___ ...._.__- �EDG�` ,- - REFER TO SECTIONS FOR EXTERIOR INSULATION d GENESIS SASECOAT t (SR°e'VIP OR EQUAL TEXTURE' SANDPMLE D EXTERIOR FACADE THCKESSES{r MINI FNISFISYSTEM �IFORCSNG MESH -_ ...... .... _ _ __ EXTERIOR INSULATION6 ___.. __ ... GENESIS BASECOATP _-COLOR-MATCNPTf TEXTURE 9ANOPESSLE EXTERIOR F.Rt".A[3E !ffii'Eft TO SECTIONS FOR 31 FNISN SYSTEM DSY411 OR EpUAL RENF-ORCING MEET CC&.tiR: MATCtIPT.i TNC s ly(-MINI EXTERIOR INSULATION ,t i GENESIS RASEC.OAtI TEXTURE: SANDSP:BRLE EXTERIOR FACADE REFER TO SECTIONS FOR F NI$N S YSYEM ORWIT OR EQUAL RENFORCINGMESM COLOR:MATCMPTS ` THICKESSES{r MIN.i tOUR'.RUTIW METAL CANOPY COMMERCu NWNUF- P6YNi6R-'v OAVEO ALUM, tA3YfAG RAL. N36213, 'i CVFR SVfNbX7w9 91 ALUM STOREFRONT CLEAR ANOO. ALUMd.SEE KAWNEER COLOR,CLEAR � 5TD3�FRLSFIF'Mt.k.LIONS DOGR AM MNDUw SCHEDULE STC%EFRYStYT CSACR; 1B9S0 FALLEN N M. GWRS ANU FRAMES RRBN GATE 1 CO,Af PRIMER: a COATS EXTEMORFAINT HFKI,UCMiN MO:l17E" EXTEKi571i PAINT G'AYFi.Brl TOWER... PAINT AROWAR(__-__....._ _.. (-�'' ... ......_ _____._. EXTERIORMINT ......... -- "+.._ .__._ ........ BENtAM=:NMOf3RE EXTERIOR PAINT ENAMELMOUNTAIN!, ._RtTU COLOR; aY"/4430 RtC1rY MM OOLIR,'i AND FRAMER: TRASH DATE 1 COAT PRIMER:`s COATS PAINT N M DOORS A v 1 COAT PRIMER; a COATS ISTS� EXTERIOR PAINT BENdhM3N MOORE EXTERIOR FAINT ENAMEL COLOR: T.0. FRAMES -TRASH GATE PAINT 1� Mn, ASAFiW3ARE, F.F. 0'-0"A.. ..R. .. - \.E (/__ _ 3 XTERIOR_ ELEVATION - EAET 1 ��{ 1 SCALE, 1W -1. R• EXTERIOR ELEVATION - WEST `5K SCALE:'. 1:Yi" - 1-0' 4 -,- ` EXTERIOR ELEVATION - NORTH SK, / SCALE t �' - 1 -a' EXTERIOR ELEVATION - SOUTH $K ; SCALE: Iter. T' r 7 SCALE.t 1W - 1"T Aa r c! 1 i t c L s,.11 100 Portland Ave. South Suite 100 Minneapolis, MN 55401 612 371-6440 T 612 332-0710 F www.aarchitectsl Ic.com All ideas, designs, arrangernents, plans and specificationsIndicated or represented by this d=awing are owned by, and the property of, Awchitects LLC, were cream, evolved and developed for use on and in connection with. the specified project. None of these ideas, designs, arrangements, plans and specifications Mail he used by or disclosed to any person, firm or corporation for any purpose whatsoever without the written aermissdon of Aarchitects LLC. Contact with these plans or specifications shall constitute conclusive evidence of acceptance of these restriction=s. 0 2011 AarChifcts LLC I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that i am a duly Licensed Architect under the law of tfre state of Minnesota, Signature: Name: Jeffrey ". Agnes AIA Date: Reg. No.: 19452 OWNER HALIFAX DEVELOPMENT, LLD PROJECT f .+ PROJECT NO. 133,01 SCALE AS SHOWN BATE 08/15/14 REVISION DATE ■I SHEET I L EEA NN C PROJEC T LOCA TION 0 30 60 Feet VICINITY MAP GITY RFECE VIVED�N AUG 21 2014 c AMAIWI WOWT PRIOR TO ANY EXCAVATION THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES. CALL 48 HOURS BEFORE DIGGING: GOPHER STATE ONE CALL TWIN CITY AREA 651-454-0002 MN TOLL FREE 1-800-252-1166 GOVERNING SPECIFICA TIONS.- 1. IONS: 1. THE 2014 EDITION OF MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" 2. CITY OF CHANHASSEN STANDARD SPECIFICATIONS AND DETAIL PLATES. J. ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS AND ORDINANCES WILL BE COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT 704-1 INDEX SHEET DESCRIPTION \ C1 COVER SHEET 0C2 EXISTING CONDITIONS S �f 4?, C3 REMOVAL PLAN oo�S C4 SITE PLAN C5 UTILITY PLAN C6 GRADING PLAN •�FTCi C7 EROSION CONTROL PLAN C8 DETAILS / C9 DETAILS ` l/n C10 DETAILS REV NO. DATE BY I DESCRIPTION DESIGNED DRAWN C.5.0. r.✓.B. CHECKED P.£.O. I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. (i www. ottoassociates. com 9 West Division Street TTo Buffalo, MN 55313 (763)682-4727 SSOCIATES Fax: (763)682-3522 Engineers & Land Surveyors, Inc. NOODLES &COMPANY HALIFAX DEVELOPMENT, LLC CHANHASSEN, MN COVER SHEET PROJECT NO: 14-0275 Cara M. Schwahn Otto License #40433 Date: 8-19-14 SHEET NO. C 1 OF C 10 SHEETS DATE.' 8-19-14 j1 r O / X ° h t J /r 1 • 7 /ty f • �.� . e •n.. � .o / ! r If eh X 'I, x4y t . r //� i \�/ o b 42 Q 0 1 b /X ;l q`� O(� � rn / � v i N� b N I • [ , t a % r f X o Q i v L6� r � t J ,X.� 0x �. xJ f � r Mr I � % 1 � rn N i�� l Ld ° ti / r° /` / l rn a v 4. {0\) ,x to It / ��h �oJ N� % a b �x I l i t �' f� �I of 0�' bJ % ' / / ` / / `• v It t \ ON - p ` Qa i i j v 1 I t r/ L�'X i I r 956-- 1` o m / �S 00 / X h \ o ._ _ .. 1S 954 _ /S i u X m _ _b 15 0 c063 Z o , t r i vUib N - - _-__ -._ _ IT__ .. -- : ' 4„ I b h r- SS 2 - - X 1� a a �, \ b O - 952 o \ �- b h h S0e f rV -0 G _,- Q _ { }._. C} 0 0 q \ x j X 0 f X 06 2 R `� 4" R a lu I�. II /� is q 1$ - x1 .. x 1S �1 rn b O / ' denotes storm sewer line ! denotes `o X denotes z Vmn Q t �3` 3 y o I / eh 14 denotes sign f I / F n oom V A boom '/ I tree --950- I denotes / - � to o / W X t X N O i Q; Qi ob 3 r' q a t U) iI jCO X u, X I l I w O V r i t y If X tt c 0 CX c m 1 t h 00 N N rn r P rn is b v X W w W W —v w rn I /f J� e X^ / X ; O W wO a X denotes storm sewer line ! denotes sanitary sewer line I F denotes 1` I f denotes J9 X f I existing spot elevation denotes sign f F power pole ^ W W —v w rn I /f J� e X^ / X ; O W wO a X is 1S N y LANE 1 1 N 1 X Nb gAm �^ `✓� A N 0-� � N co b 95� X 1 / t X h a �Kj I� a U) t denotes storm sewer line ! denotes sanitary sewer line I F denotes watermoin I f denotes J9 X f I existing spot elevation denotes sign f F power pole ^ I tree --950- I denotes gate valve - � to o I W X I X N O Q; Qi ob 3 q a t U) iI X u, I l I w O V h � e is 1S N y LANE 1 1 N 1 X Nb gAm �^ `✓� A N 0-� � N co b 95� X 1 / t X h a �Kj I� a U) t denotes storm sewer line ! denotes sanitary sewer line W denotes watermoin denotes J9 X f X I existing spot elevation denotes sign f F power pole ^ denotes tree --950- WV pQ denotes gate valve - -.mal m to o XCb W denotes catch bosin Iz ob 3 m t L X u, w O V h � e N Qncrete {yam F ......._ � H n .. • 952. b II .952 X a Ou O O I TARGE T is 1S N y LANE 1 1 N 1 X Nb gAm �^ `✓� A N 0-� � N co b 95� X 1 / t X h a �Kj I� a U) t 0 20 40 Feet LEGEND ST denotes storm sewer line ! denotes sanitary sewer line W denotes watermoin denotes existing contour X P 0 20 40 Feet LEGEND ST denotes storm sewer line SS denotes sanitary sewer line W denotes watermoin denotes existing contour X 949.87 denotes existing spot elevation denotes sign -0-denotes power pole denotes tree WV pQ denotes gate valve denotes hydrant denotes catch bosin NO TE: ZE 1. REFER TO CERTIFICATE OF DESCRIPTION FOR PROPERTY DESCRIPTIONS, DIMENSIONS AND AREAS. F REV. NO. DATE BY DESCRIPTION DESIGNED DRAWN l hereby certi/y that this plan, specification, or report was prepared by www, ottoassociates. cam PROJECT NO: me or under my direct supervision andthatlamadulyLicensed NOODLES &COMPANY EXISTING CONDITIONS C. S 0. T ✓ B. Professional Eng/in�eer under the/�laws of the State of Minnesota. 9 West Division Street CHECKED / „_ _ tI1J1t-1 ��O Butfalo,MN55313 HALIFAX DEVELOPMENT LLC 14-0275 h��IVM\.(3� _.. lllltilA�� (763)682-4727 � P.E.O. Cara M. Schwahn Otto SSOCIA7ES Fax: (763)682-3522 CHANHASSEN, MN DATE: License # 40433 Date: 8- t9- t4 Engineers &Land Surveyors, lnc. SHEET NO. C2 OF C 1 O SHEETS 8-19-14 � oaA DESIGNED DRAWN C. S. 0. C. S. o. CHECKED P.EO. l hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. www. ottoassociates. com 9 West Division Street TTp Buffalo, MN 55313 (763)682-4727 QSOCIATES Fax: (763)682-3522 Engineers & Land Surveyors, Inc. NOODLES & C O M PA N Y HALIFAX DEVELOPMENT LLC CHANHASSEN, MN WC nC) Ap~ xk nri Cara M. Schwahn Otto 8-19-14 License #40433 Date: ysa 0 �kn S In 0 20 40 Feet DENOTES PAVED AREA TO BE REMOVED DENOTES EXISTING TREE TO BE REMOVED NOTES 1. DISPOSAL OF MATERIALS SHALL BE INACCORDANCE WITH ALL STATE & LOCAL REGULATIONS 2. PRE-CUT OR SCORE BITUMINOUS AND CONCRETE SURFACES PRIOR TO REMOVAL TO PRODUCE A CLEAN-CUT BREAKAGE JOINT. REV NO. DATE BY DESCRIPTION DESIGNED DRAWN C. S. 0. C. S. o. CHECKED P.EO. l hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. www. ottoassociates. com 9 West Division Street TTp Buffalo, MN 55313 (763)682-4727 QSOCIATES Fax: (763)682-3522 Engineers & Land Surveyors, Inc. NOODLES & C O M PA N Y HALIFAX DEVELOPMENT LLC CHANHASSEN, MN REMOVAL PLAN PROJECT NO: 14-0275 Cara M. Schwahn Otto 8-19-14 License #40433 Date: SHEET NO. C3 OF C 10 SHEETS DATE: 8-19-14 3 IN, wpm Cb Ab Q � w eN 00 gat M R U o� =1 121 LF -78" HDP SO a 60 Sr 0 Id �•, O c. q e, -1 0 U LS LS 24- RCP U `` I f z I N N WW W I W W W W W Wx• Fo zo ao I Feet f N (n I I f � I N N I I f F I N _ N ko e pb� U Ab I � rn0 k I N I F � N / N I � � Ak �3^ F w ago \ I D F I e N N � I Y 1 R N a C)? j / N x� C II ? 2 p� � 10v ° 1 IN D i � a pII F — TAIYGET LANE a 15 15 m L 223S�F� W w°P�9oo OR78 Itsu BERPEr RESTpRATipN x —VC w ER CITY SHALL RCP 1S 1S 8 P 35 O 0.7 �jl� W W DETAIL 5202A \ ------- —�-�10 --_ is � ss 98 1S 1 — �w O40 STRUCTURE SIZE 02a� U (ll O aaY• Cln 400 I7 bN C bN tuba M :f U to O ti =' 2 a 48" 0 NEENAH 2ny,n CBMH 2 48" 0 NEENAH R-3067- CBMH 3 Z rn k o R -3067-V = p R k 48" 0 NEENAH CID (n v��� / 'ID t� Y MH 3 12 03 ooti2 ! R-1642* 03 PRIOR TO ANY EXCAVATION THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES. CALL 48 HOURS BEFORE DIGGING: 'q TWIN CITY AREA 651-454-0002 MN TOLL FREE 1-800-252-1166 GOVERNING SPECIFICATIONS: 1• THE 2014 EDITION OF MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" 2. CITY OF CHANHASSEN STANDARD SPECIFICATIONS AND DETAIL PLATES. 3. ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS AND ORDINANCES O THIS PROJECT. I _ � I in o Y � n 2k0 Ak LS \' 2 RC �ti 3 IN, wpm Cb Ab Q � w eN 00 gat M R U o� =1 121 LF -78" HDP SO a 60 Sr 0 Id �•, O c. q e, -1 0 U LS LS 24- RCP U `` I f z I N N WW W I W W W W W Wx• Fo zo ao I Feet f N (n I I f � I N N I I f F I N _ N ko e pb� U Ab I � rn0 k I N I F � N / N I � � Ak �3^ F w ago \ I D F I e N N � I Y 1 R N a C)? j / N x� C II ? 2 p� � 10v ° 1 IN D i � a pII F — TAIYGET LANE a 15 15 m L 223S�F� W w°P�9oo OR78 Itsu BERPEr RESTpRATipN x —VC w ER CITY SHALL RCP 1S 1S 8 P 35 O 0.7 �jl� W W DETAIL 5202A \ ------- —�-�10 --_ is � ss 98 1S 1 — �w O40 STRUCTURE SIZE 02a� U (ll O aaY• Cln 400 I7 bN C bN tuba M :f U to O ti =' 2 N 48" 0 NEENAH / CBMH 2 48" 0 NEENAH R-3067- CBMH 3 48" 0 NEENAH R -3067-V MH 1 48" 0 NEENAH R-1642* MH 2 / NEENAH Y MH 3 48" m NEENAH R-1642* PRIOR TO ANY EXCAVATION THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES. CALL 48 HOURS BEFORE DIGGING: GOPHER STATE ONE CALL: TWIN CITY AREA 651-454-0002 MN TOLL FREE 1-800-252-1166 GOVERNING SPECIFICATIONS: 1• THE 2014 EDITION OF MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" 2. CITY OF CHANHASSEN STANDARD SPECIFICATIONS AND DETAIL PLATES. 3. ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS AND ORDINANCES HALL BE COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT. ■ REV NO. I DATE I BY NOTES: 1. ALL C-900 DR18 WATERMAIN SHALL BE INSTALLED WITH DUCTILE IRON FITTINGS. FITTINGS SHALL BE POLYWRAPPED. MEGALUGS SHALL BE COMPATIBLE WITH PVC PIPE. 12 GAUGE TRACER WIRE SHALL BE INSTALLED WITH ALL PLASTIC WM. TRACER WIRE SHALL BE TERMINATED AT ALL HYDRANT BREAK OFF FLANGES USING SNAKE PIT BOX. 2. 6" PVC SANITARY SERVICES SHALL HAVE SOLVENT WELD JOINTS. 3. ALL HYDRANT LEADS SHALL BE 6" DIP CLASS 52. 4. ALL WATERMAIN SHALL BE INSTALLED WITH 7.5' OF MINIMUM COVER. � N ONE LANE OF TRAFFl Ak ACCESS TO RESTAURANTS REMAIN OPEN FOR my ---� -- ----_ 'ax TO rHt WEST. `• 5-1 Cb Opp`; co r � In I 0 •� I STORM SEWER STRUCTURE SCHEDULE STRUCTURE NO. STRUCTURE SIZE CASTING CB 1 22"x36" NEENAH R -3067-V CB 2 22"x36" NEENAH R -3067-V CBMH 1 48" 0 NEENAH R -3067-V CBMH 2 48" 0 NEENAH R-3067- CBMH 3 48" 0 NEENAH R -3067-V MH 1 48" 0 NEENAH R-1642* MH 2 48" m NEENAH R-1642* MH 3 48" m NEENAH R-1642* * LABELED STORM SEWER DESIGNED DRAWN I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed C S.O. C. S. 0. Professional Engineer under the laws of the State of Minnesota. CHECKED P.E.O. Cara M. Schwahn Otto License # 40433 Date: 8-19-14 NOODLES & COMPANY HALIFAX DEVELOPMENT, LLC CHANHASSEN, MN EXISTING BITUMIOUS SURFACE SAWCUT ALL BITUMINOUS EDGES. (TYP.) L — 2" MNDOT 2360 SPWEB440B TACK COAT 2357 21112" MNDOT 2360 SPNWB3308 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 A 4.5" 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 PLATE COMPACTOR ON EDGES OF BASE COURSE PATCH. 5. ALLOW BASE COURSE TO FULLY COOL BEFORE PLACING WEAR COURSE. 6, 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. 7, MNDOT 2360 -ORDINARY COMPACTION METHOD REQUIRED. 0 OF TYPICAL STREET IlilAllllA►1S� PATCHING BITUMINOUS REVISED: 4-14 ENGINEERING DEPARTMENT PLATE NO.: 5202A FILE NAME: G: \ENG\SPECS\5202A PROJECTNO: UTILITY PLAN 14-0275 SHEET NO. C5 OF C 10 SHEETS DATE 8-19-14 www. ottoassociates. com TTO 9 West Division Street Buffalo, MN 55313 (763)68214727 SSOCIATES Fax (763)682-3522 Engineers & Land Surveyors, Inc. NOODLES & COMPANY HALIFAX DEVELOPMENT, LLC CHANHASSEN, MN EXISTING BITUMIOUS SURFACE SAWCUT ALL BITUMINOUS EDGES. (TYP.) L — 2" MNDOT 2360 SPWEB440B TACK COAT 2357 21112" MNDOT 2360 SPNWB3308 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 A 4.5" 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 PLATE COMPACTOR ON EDGES OF BASE COURSE PATCH. 5. ALLOW BASE COURSE TO FULLY COOL BEFORE PLACING WEAR COURSE. 6, 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. 7, MNDOT 2360 -ORDINARY COMPACTION METHOD REQUIRED. 0 OF TYPICAL STREET IlilAllllA►1S� PATCHING BITUMINOUS REVISED: 4-14 ENGINEERING DEPARTMENT PLATE NO.: 5202A FILE NAME: G: \ENG\SPECS\5202A PROJECTNO: UTILITY PLAN 14-0275 SHEET NO. C5 OF C 10 SHEETS DATE 8-19-14 W W X952.50 X952.38 X951,20 IF X952.91 X952.60 X951.50 Concrete Curb and Gutter X95J. 10 X952.29 W W W '.-Benchmark: X950.47N.H. elev. =953.37 (N. G. V.D. 1929) X950.69 4. ju • .4 51-� SF __SF SF X950.69 A : - -, K9 X952.2SF � SF SS 7 4 952 r 1 Block wall traA952.24 -....,. X952.45 66 enclosure• -4• 51 51 *5" PROPOSED RETA&- b5" 952.7 X955., 0 t 7-n d•_..---6 4 956 -- ---- 954-- 958 4 - X954.91 04"_ -FLOOR ELEV=953.3 J" X95 97 04 0 4 X959.10 4- 960. 18 04 .4 -0,4 4 �__PROPOSED RESTAURAN 04� �X.9555J�- X950. 4 03" 03" 7 0 ) 4� 55- 952.25 06 ____ _1 X950.27 X950.67 44 jq 0 05- h 4 5- 951. i*6- 8" 4 1 1 ST 05 4 ST X949.45 X948. pm, 4 D4" 04 4 4 En 49.89_9 u) ti X .45 952. Cx X9 .27 84 X949.75 X9 32 --\ I -\\ \ X 9.05 X9 9.82 9471 '6 941.0 78 kl` I Wall >-<946�\, ��__q 14 S X946.88 S 05" Sr st Sr X947.37 St 948 X948.73 XR54.24 0 20 40 Feet SF DENOTES SILT FENCE I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. (��IA Aw, DENOTES EXISTING CONTOUR NOODLES & COMPANY HALIFAX DEVELOPMENT, LLC CHANHASSEN, MN DENOTES PROPOSED CONTOUR --948- X948.62 DENOTES EXISTING SPOT ELEVATION x 948.6 4 Cara M. Schwatin Otto ' License # 40433 Date: 8-19-14 _9S6 X950. s DENOTES EXISTING STORM SEWER 4) SP 03" 03" 7 0 ) 4� 55- 952.25 06 ____ _1 X950.27 X950.67 44 jq 0 05- h 4 5- 951. i*6- 8" 4 1 1 ST 05 4 ST X949.45 X948. pm, 4 D4" 04 4 4 En 49.89_9 u) ti X .45 952. Cx X9 .27 84 X949.75 X9 32 --\ I -\\ \ X 9.05 X9 9.82 9471 '6 941.0 78 kl` I Wall >-<946�\, ��__q 14 S X946.88 S 05" Sr st Sr X947.37 St 948 X948.73 XR54.24 0 20 40 Feet SF DENOTES SILT FENCE I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. (��IA Aw, DENOTES EXISTING CONTOUR NOODLES & COMPANY HALIFAX DEVELOPMENT, LLC CHANHASSEN, MN DENOTES PROPOSED CONTOUR --948- X948.62 DENOTES EXISTING SPOT ELEVATION x 948.6 DENOTES PROPOSED SPOT ELEVATION Cara M. Schwatin Otto ' License # 40433 Date: 8-19-14 DENOTES PROPOSED STORM SEWER ST - ST - DENOTES EXISTING STORM SEWER NOTES: 1. PROPOSED SPOT ELEVATIONS SHOW ON CURB ARE GUTTER ELEVATIONS. REV NO. I DATE BY DESCRIPTION DESIGNED DRAWN C.S.O. TJ B. CHECKED P.E.O. I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. (��IA Aw, VIPMottoassociates.com Buffalo, MN 55313 TTO 9 West Division Street (763)682-4727 Fax (763)682-3522 Q SSOCIATES Engineers & Land Surveyors, Inc. 1 NOODLES & COMPANY HALIFAX DEVELOPMENT, LLC CHANHASSEN, MN GRADING PLAN PROJECT NO: 14-0275 Cara M. Schwatin Otto ' License # 40433 Date: 8-19-14 SHEET NO. C6 OF C 10 SHEETSDATE 8-19-14 -� X951.8' - \ jxq65 t�II 1� f `-- w w w i l f X952 38 t f \1 f 1 / 4 i 5 I X952.60 Concrete Curb and Gutter _ existing 8" W w X951.20 X951.50 WM sr N art X9 778 X9 .35 X \ X 1.08 0 20 40 w - I \ X95 .29 X950.69 t a 1j {} 4y Jf , �1 4 Wz X950.67 + l Sr.4 LLJ W - x sr Benchmark: X 950.47 N. H. elev. =95337 (N.G.V.O. 1929) o . X950.66.4 .. X950.27 j INSTALL & MAINTAIN ROCK CONSTRUCT/ ENTRANCE X950.67 ° -- -- �,30 ---- 4 SF _. SF SF 950.69 -X952.j0i X95227 SF SF5�X9 .57 X951.0 952 4 I e �C 952.2 X952.45 S - Block wall tra h- enclosure __ PROPOSED RETA(�- '� N ''t X955. 0 O1 1 N 6- rn ,954-- -_958 j i X954.91 s 4e X95 97 v `�° X959.10 96018 ST SI X949.45 X948. vj V rn A 7.5u 9s4 -PROPOSED RESTAURANT \ X950. \ \ o' 4 _ 4 1 X950. Cid t � 4 rv� _X<0184f \ \ \ Si X960. ..._... \ '. `\._.,. SF ��-,..., 7o�get Sign 1.4' Eo a �X95930-� \ \ \ \X953 f3 \ of Property Line \ . Sr 952 \ X9 N NE X 5 8.31 N art X9 778 X9 .35 X 2.17 X 1.08 0 20 40 Feet r ti DENOTES INLET PROTECTION L J SF DENOTES SILT FENCE X 1.45 rg' { SEDIMENT AND EROSION CONTROL NOTES 1. ALL SILT FENCE SHALL BE INSTALLED PRIOR TO ANY GRADING ACTIVITY. 49.89 2. ALL DISTURBED AREAS SHALL BE RESTORED WITH SOD. REFER TO LANDSCAPE X9 .27 PLAN FOR PLANTING INFORMATION. < X9 .84 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING, OR OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING 4, THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING EXISTING PAVED ass SURFACES CLEAN OF SEDIMENT AND MUD. SEDIMENT & MUD SHALL BE REMOVED WITHIN 24 HOURS OF DISCOVERY. l X 949.75 N NE X 5 8.31 X9 778 WO/I 7�946� hoc \ V A \ SF SF rn 950.57 16 X952.93 X X�2. ~ X951.17 i X94 5.88 " S ST St oos v A \, AZC953 - \ Sr X96. R~' .,, \ \ \ � . \. \ �\ �. ,,, , ,. 966 X947.37 948 REV. NO. DATE BY DESCRIPTION DESIGNED DRAWN I hereby certify that this plan, specification, or report was prepared by www.ottoassociates.com PROJECT NO: me or under my direct supervision and that l am a duly Licensed NOODLES & C O M PA N Y C S 0. T. J. B. Professional Engineer under the laws of the State of Minnesota. 9 West Division Street EROSION CONTROL PLAN 14-0275 CHECKEDCAA TTo Buffalo, MN 55313 HALIFAX DEVELOPMENT LLC Q _ (763)682-4727 P.EO. Cara M. Schwahn Otto SSOCIATES Fax: (763)682-3522 CHANHASSEN, MN DATE: License # 40433 Date: 8-19-14 Engineers & Land Surveyors, Inc. SHEET NO. C7 OF C 1 O SHEETS 8-19-14 NOTES: 1. Shape of back 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 #5'. 3. Dimension A1,A2,A3 should be as large as possible without interfering with MJ bolts. 4. 8 = 45' Minimum. 5. Place polyethylene between concrete & pipe. 6. All bends & fittings shall be restrained with Megalugs thrust restraints or equal 8 - See no PLAN 90' BENDS Variable ---4 3' Min.i- CONCRETE SHALL BE IN CONTACT WITH THIS QUADRANT a. T D2 C. OF PIPE BEDDING MATERIAL UNDISTURBED EARTH CONCRETE SECTION A -A PLAN 45' BENDS A - See --'- " F PLAN 22 1/2' BENDS CITIOF CONCRETE Ca�I�SSEA THRUST HI BLOCKING REVISED: 2-08 PLATE NO.: ENGINEERING DEPARTMENT 1002 FILE NAME: G:\ENG\SPECS\1002 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. BUTTRESS DIMENSIONS 7.5' COVER 8.0' COVER PIPE 22 1/2' BEND 45' BEND 90' BEND/TEE 22.5 SIZE B1 D1 B2 D2 B3 D3 6" V-5" V-5" V-5" V-5" 2'-1" V-6" 8" 1'-5" V-5" 2'-1" V-6" 2'-8" 2'-0" 12" 1'-10" 1'-10" 3'-4" 2'-0" 4'-9" 2'-6" 16" 3'-0" 2'-0" 3'-10" 3'-0" 6'-2" 3'-6" 20" 3'-6" 2'-8" 5'-6' 3'-4" 8'-4" 4'-0" 24" 4'-4" 3'-0" 1 6'-10" 1 3'-10' 9'-8" 1 5'-0" 30" - - 9'-3" 1 6'-0" 1 17'-0' 6'-0" PLAN 90' BENDS Variable ---4 3' Min.i- CONCRETE SHALL BE IN CONTACT WITH THIS QUADRANT a. T D2 C. OF PIPE BEDDING MATERIAL UNDISTURBED EARTH CONCRETE SECTION A -A PLAN 45' BENDS A - See --'- " F PLAN 22 1/2' BENDS CITIOF CONCRETE Ca�I�SSEA THRUST HI BLOCKING REVISED: 2-08 PLATE NO.: ENGINEERING DEPARTMENT 1002 FILE NAME: G:\ENG\SPECS\1002 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. 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. Cfff OF RESTRAINED PIPE C1vpAME REQUIREMENT FOR DIP REVISED: 2-08 PLATE NO.: ENGINEERING DEPARTMENT 1011 FILE NAME: G:\ENG\SPECS\1011 HYDRANTS SHALL BE CLOW MEDALLION OR WATEROUS WB -67-250 ALL HYDRANTS MUST BE APPROVED BY CITY (� THE HYDRANT MARKER SHALL BE A SPRING MOUNTED J FIBERGLASS ROD 5' IN OVERALL LENGTH, FOR SIDE INSTALL MAGNETIZED MOUNT APPLICATION, USING RED & WHITE REFLECTIVE TRACER BOX (SNAKE TAPE WRAPPING OVER THE FULL LENGTH OF THE PIT) AS NEEDED PER ROD. DETAILS EXISTING OR FUTURE 5550,5501,5502 CURB OR GUTTER LINE HYDRANT VALVE BOX STREET y � 24" MIN. 2.0% 1 1/2" 3 2 HYDRANT SHOE AND BARREL SHALL BE ¢ AS REQUIRED PLASTIC WRAPPED 10'-- PER SECTION 2.03a._-` 1 I I TYPICALIn Z 1 CUBIC YARD OF -' 7.0' COVER 7.5' COVER 8.0' COVER PIPE SIZE 22.5 45 90 DEADD END 22.5 45 90 END 22.5 45 " 90END DEAD 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" 1 3 6 15 34 3 6 15 33 3 6 14 32 12" 4 9 22 50 4 9 21 148 4 8 20 46 16" 6 12 29 65 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 1 40 92 8 16 38 89 30" 11 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" r 15 31 75 179 14 30 72 173 14 29 69 167 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. Cfff OF RESTRAINED PIPE C1vpAME REQUIREMENT FOR DIP REVISED: 2-08 PLATE NO.: ENGINEERING DEPARTMENT 1011 FILE NAME: G:\ENG\SPECS\1011 HYDRANTS SHALL BE CLOW MEDALLION OR WATEROUS WB -67-250 ALL HYDRANTS MUST BE APPROVED BY CITY (� THE HYDRANT MARKER SHALL BE A SPRING MOUNTED J FIBERGLASS ROD 5' IN OVERALL LENGTH, FOR SIDE INSTALL MAGNETIZED MOUNT APPLICATION, USING RED & WHITE REFLECTIVE TRACER BOX (SNAKE TAPE WRAPPING OVER THE FULL LENGTH OF THE PIT) AS NEEDED PER ROD. DETAILS EXISTING OR FUTURE 5550,5501,5502 CURB OR GUTTER LINE HYDRANT VALVE BOX STREET y � 24" MIN. 2.0% 1 1/2" 3 2 HYDRANT SHOE AND BARREL SHALL BE ¢ AS REQUIRED PLASTIC WRAPPED 10'-- PER SECTION 2.03a._-` 1 I I TYPICALIn Z 1 CUBIC YARD OF -' GATE VALVE TEE 1 1/2" CLEAR ROCK WITH ADAPTER AND 2 LAYERS OF DETAILS POLYETHYLENE (4 MIL) 18"X18"X5" SOLID CONCRETE BLOCK NOTES: 1. ALL HYDRANTS SHALL HAVE WEEP HOLES. 2. MINIMUM 7.5' COVER OVER MAIN. (763)682-4727 SSOCIATES Fax: (763)682-3522 Engineers & Land Surveyors, Inc. 3. ALL PAINTED SURFACES SHALL BE SUBJECT TO TWO YEAR WARRENTY 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 VIA 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. I CITYOF X111 TYPICAL HYDRANT aMSEN bend INSTALLATION REVISED: 3-14 base section PLATE NO.: ENGINEERING DEPARTMENT 1004 FILE NAME: G: ENG SPECS 1004 Add Mastic Between Frame Manhole Casting and Adjusting And Rings \/,.,Ring (See Plate 2110) Provide I&I Barrier on all sanitary sewer monhole(see plate 2109) Manhole steps shall be • Neenah R -1981J, 16" on center. Steps Shall be on Downstream Side Unless Pipe Diameter is 18" or Larger All joints in manhole to have "O"ring rubber gaskets. Infi-shield external seals or as directed by the Engineer. A Maximum of 2 Short Manhole 4'-0" e Risers to be Used Directly Below Cone Section Pipe shall be cut out flush u, 5„ .'. with inside face of wall. Kor-n-seal required. SECTION VIEW Znimum thickness of precast base is 6" for 14' deep or less, and increases 1" in thickness for every 4' of depth greater than 14'. Precast Inverts Must be 1/2 of Pipe Diameter and Benches Sloped 2" Toward the Invert NOTE: 1. Kor-n-seal manhole or equal considered acceptable alternate. 2. All dog houses shall be grouted on inside and outside. 3. When the manhole or catch basin structure is constructed outside the traveled roadway a witness post and sign (MH) shall be installed next to the manhole. affOF STANDARD CBARgASSEN I MANHOLE REVISED: 2-13 PLATE NO.: ENGINEERING DEPARTMENT 2101 FILE NAME: G: ENG SPECS 2101 DROP LID 7.5' Minimum cover required WATER Tyler No. 6860 over top of water main. Mueller No. H-10361 IFF Bibby -Ste -Croix No. B-5160 Provide Valve Stem Risers VTo Within 6" Of The Surface If The Distance From The Top Nut Of The Valve To The Surface Is Greater Than 8'. Grade TOP Tyler No. 6860 26" Mueller No. H-10361 26" Bibby -Ste -Croix No. VB502 27" EXTENSION Tyler No. 58 14" No. 59 18" No. 60 24" Mueller No. 58 14" No. 59 20" Bibby -Ste -Croix VB520 No. 57 9" V8521 No. 58 14" VB522 No. 59 20" VB523 No. 60 26" BOTTOM Tyler No. 6860 65" Mueller No. H-10361 65" Bibby -Ste -Croix No. VB516 60" 60' Valve and Box to be r plastic wrapped per < I`LJs BASE section 2.03a Adjust top to 3/4" below grade. Box to be set to provide 12" of adjustment. Tyler 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. Mueller or American Flow Control Resiliant Wedge Valve Conforming to AWWA `n C-515-80 Standards With All Stainless Steel Nuts & Bolts. 18"X18"X8" Concrete Block Uff OF I TYPICAL GATE VALVE CHIMER AND BOX INSTALLATION REVISED: 2-09 PLATE NO.: FILE NAME: G:\ENG\SPECS\lonr ENGINEERING DEPARTMENT 1006 M 7%2 "R 3" 7 1/2" M PLAN SECTION HORSESHOE DETAILS Manhole Casting and Adjusting Ring (See Plate 2110) Add Mastic Between Frame Provide I&I Barrier on all sanitary And Rings sewer manhole (seep late 2109) - Manhole steps, Neenah R1981J or equal, 16' on center. Aluminum steps approved. Manhole steps shall be placed so that offset vertical portion of cone is facing downstream. -All joints in manhole to have "O"ring rubber gaskets. Infi-shield external seals as required by the Engineer. A Max. of 2 Short Manhole Risers to be Used Directly Below Cone Section NOTE: 1. Kor-n-seal manhole or approved equal. 2. When the manhole or catch basin structure is constructed outside the traveled roadway a witness post and sign shall be installed next to the manhole. 3. Pipe shall be cut flush with inside face of wall. 4. All dog houses shall be grouted on the inside and outside. 5. Precast invert should be 1/2 Dia. of pipe and benches sloped 2" toward invert. 6. Precast invert is required. 7. Horizontal ductile shall be poly wrapped. Minimum thickness of precast base is 6" for 14' deep or less, and increases 1" in thickness for every 4' of depth greater than 14' deep. Cut bell from DIP join with stainless steel repair sleeve or approved equal 0 I -v Varies 12"-16" o_ w 0 E of < 0> "A" I• 4'-0" 5" 8" DIP ,'tee section Horseshoes filled with concrete mortar on all sides (see detail)1=71 1/2 Dia of pipe pCfffOF SANITARY SEWER OUTSIDE CgAN�ASSEN DROP MANHOLE REVISED: 2-13 PLATE NO.: ENGINEERING DEPARTMENT 2103 FILE NAME: G: ENG SPECS 2103 CRETE BLOCK (T)l Note: CONDUCTIVITY STRAPS TO BE PLACED AROUND MEGALUG BOLTS AND WELDED TO WATER MAIN. CROSSES HYDRANT LEADS NOTES: 1. MEGALUGS 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 AT CERTAIN HYDRANTS. 4. ALL FITTINGS, NUTS, AND BOLTS SHALL BE SPRAYED USING A BITUMINOUS COAL TAR COAT SUPPLIED BY THE MANUFACTURER. SLEEVES 5. BLOCKING AGAINST UNDISTURBED SOILS. t,111OF TYPICAL �I�fllfI��H►1�SE M EGALU G �I�LOCATION R'":3-09 ENGINEERING DEPARTMENT PLATE No.: 1009 FILELENANAME: G: ENG SPECS 1009 "I/I BARRIER" INNER MANHOLE RING SEAL AS MANUFACTURED BY "STRIKE PRODUCTS" OR APPROVED EQUAL PRECAST, BLOCK, OR BRICK MANHOLE CONE CORBEL 1" ANHOLE FRAME AND COVER HDPE OR PRECAST CONCRETE ADJUSTING RINGS 27 MASTIC SEAL BETWEEN FRAME AND STRUCTURE 21 4 \ 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 NOT REST ON SEAL. 2. PLACE "MASTIC" ON TOP OF CONE SECTION AND BENEATH SEAL. 3. NOT TO BE USED WHEN THERE ARE MORE THAN 5 RINGS OR NO RINGS. 4. CONTRACTOR SHALL INSTALL THE SEALS, THEN CONTACT THE CITY UTILITY SUPERINTENDENT FOR INSPECTION AT (952) 227-1300. Cf l OF I & CIUSEK BARRIER REVISED: 1-10 ENGINEERING DEPARTMENT T7E NO.: 2109 FILE NAME: G:\ENG\SPECS\2109 REV NO. DATE BY DESCRIPTION DESIGNED DRAWN C.S.O. C. 5.0. CHECKED I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. CAA D� www.ottoassociates.com 9 West Division Street Buffalo, MN 55313 TTo Buff NOODLES & C O M PA N Y HALIFAX DEVELOPMENT, LLC DETAILS PROJECT NO: 14-0275 Poly wrap ductile P.E.O. (763)682-4727 SSOCIATES Fax: (763)682-3522 Engineers & Land Surveyors, Inc. CHANHASSEN, MN Cara M. Schwahn Otto License #40433 Date. 8-I9-ta SHEET NO. C8 OF C 1 O SHEETS DATE: 8-19-14 21" I 79„ Precast 8"-1/4 bend integral with base section SECTION VIEW pCfffOF SANITARY SEWER OUTSIDE CgAN�ASSEN DROP MANHOLE REVISED: 2-13 PLATE NO.: ENGINEERING DEPARTMENT 2103 FILE NAME: G: ENG SPECS 2103 CRETE BLOCK (T)l Note: CONDUCTIVITY STRAPS TO BE PLACED AROUND MEGALUG BOLTS AND WELDED TO WATER MAIN. CROSSES HYDRANT LEADS NOTES: 1. MEGALUGS 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 AT CERTAIN HYDRANTS. 4. ALL FITTINGS, NUTS, AND BOLTS SHALL BE SPRAYED USING A BITUMINOUS COAL TAR COAT SUPPLIED BY THE MANUFACTURER. SLEEVES 5. BLOCKING AGAINST UNDISTURBED SOILS. t,111OF TYPICAL �I�fllfI��H►1�SE M EGALU G �I�LOCATION R'":3-09 ENGINEERING DEPARTMENT PLATE No.: 1009 FILELENANAME: G: ENG SPECS 1009 "I/I BARRIER" INNER MANHOLE RING SEAL AS MANUFACTURED BY "STRIKE PRODUCTS" OR APPROVED EQUAL PRECAST, BLOCK, OR BRICK MANHOLE CONE CORBEL 1" ANHOLE FRAME AND COVER HDPE OR PRECAST CONCRETE ADJUSTING RINGS 27 MASTIC SEAL BETWEEN FRAME AND STRUCTURE 21 4 \ 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 NOT REST ON SEAL. 2. PLACE "MASTIC" ON TOP OF CONE SECTION AND BENEATH SEAL. 3. NOT TO BE USED WHEN THERE ARE MORE THAN 5 RINGS OR NO RINGS. 4. CONTRACTOR SHALL INSTALL THE SEALS, THEN CONTACT THE CITY UTILITY SUPERINTENDENT FOR INSPECTION AT (952) 227-1300. Cf l OF I & CIUSEK BARRIER REVISED: 1-10 ENGINEERING DEPARTMENT T7E NO.: 2109 FILE NAME: G:\ENG\SPECS\2109 REV NO. DATE BY DESCRIPTION DESIGNED DRAWN C.S.O. C. 5.0. CHECKED I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. CAA D� www.ottoassociates.com 9 West Division Street Buffalo, MN 55313 TTo Buff NOODLES & C O M PA N Y HALIFAX DEVELOPMENT, LLC DETAILS PROJECT NO: 14-0275 P.E.O. (763)682-4727 SSOCIATES Fax: (763)682-3522 Engineers & Land Surveyors, Inc. CHANHASSEN, MN Cara M. Schwahn Otto License #40433 Date. 8-I9-ta SHEET NO. C8 OF C 1 O SHEETS DATE: 8-19-14 ADD MASTIC BETWEEN FRAME AND RINGS I&I BARRIER SEE DEATAIL 2109 RINGS SHALL BE SET ON ABS SEALANT OR APPROVED EQUAL. 2 :L� 1.5" BIT. WEAR 7 `— 2" BIT BASE HDPE OR PRECAST CONCRETE a. ADJUSTING RINGS 6" THICK CONCRETE 277 COLLAR NOTE: 2 -PIECE COVER RISER RINGS ARE NOT ALLOWED. BIT, WEAR COURSE ADJ. DETAIL R3067 -V or equal RINGS CASTING SHALL BE NEENAH# R-1642 OR DESIGNED DRAWN C S 0. C 5.0. CHECKED P.E.O. MCI# 309 AND SHALL INCLUDE SELF SEALINGt ADD MASTIC TYPE LIDS STAMPED SANITARY SEWER ORBETWEEN DETAILS FRAME STORM SEWER AS APPROPRIATE WITH TWOAND R3067 -V or equal RINGS CONCEALED PICK HOLES BIT. BASE 3" radius curb box. + + + + + OR BINDER MIN. (2-2") ADJ. RINGS AND :�..� 3 4' er ft 5 transition curb on each - MAX.(3-4 ) ADJ. RINGS side of cotchbosin. 9d Precast concrete or + + BC DPE OR (1-2" RING WITH HDPE adjusting rings. + + + + + + + + + q' 8B Top of Curb + + + + RECAST CONCRETE MORTOR = 0.2')DJUSTING r Varies 6" Distance to � variable + + + RINGS =1 + + + + + + + + + + - 6 1/2 maximum of 5-2" I&I BARRIER 27" Varies / THICK CONCRETE SEE DEATAIL 2109 concrete adjusment OLLAR BIT. BASE OR BINDER COURSE ADJ. DETAIL NOTES: 1. PRECAST CONCRETE ADJUSTING RINGS SHALL BE BEDDED WITH 1/4" TO 1/2" MORTAR. 2. HDPE ADJUSTING RINGS SHALL BE BEDDED WITH SEALANT MANUFACTURED BY LADTECH INC. OR APPROVED EQUAL. 3. ALL ADJUSTS SHALL INCLUDE NEW RINGS FROM CASTING TO CONE. 1,111 Or MANHOLE CASTING AND Comm ADJUSTING DETAIL REVISED: 3-14 PLATE NO.: ENGINEERING DEPARTMENT 2110 FILE NAME: G: ENG SPECS 2110 NOTE 1- V Grate Shown 2- VB Grate Shown shall be used at all low points. Face of Curb Direction of Flow 3'-0" LO PLAN LO Catchbasin casting DESIGNED DRAWN C S 0. C 5.0. CHECKED P.E.O. 6" Distance to rt variable o and grate Neenah DETAILS Varies Jr R3067 -V or equal 1/2"r Grate to be 2" below 3" radius curb box. + + + + + gutter grade. + + + :�..� 3 4' er ft 5 transition curb on each - + + side of cotchbosin. 9d Precast concrete or + + BC + + + Embedment HDPE adjusting rings. + + + + + + + + + q' 8B Top of Curb + + + + + + + + + r Varies 6" Distance to � variable + + + Minimum of 2-2", =1 + + + + + + + + + + - 6 1/2 maximum of 5-2" 3/4 per Foundation - Varies / Concrete Curb and Gutter concrete adjusment 24" x 36" rings allowed with 1/4" NOTE: Precast 5„ 3' minimum to 1/2" bed of mortar Parking Lots, or Medians. 28"R between each and a 16" Top Bituminous Material 3" Grout 6" thick concrete collar N � on the outside. 'e • ' \ ° 6"Min. base Doghouses shall be 4 grouted on both the 17 1/2" 10 1/2" inside and outside. SECTION Concrete Curb and Gutter NOTES: 28" 1. Steps shall be provided in all catch basin/manholes and storm sewer manholes. 2. Casting to be totally encased in concrete curb section. 1 1/8"r 3. No block structures are allowed. Bituminous 4. No wood shims are permitted in the adjusting rings. Bituminous Curb N CM OF STORM SEWER CATCH BASIN 2' X S RECTANGULAR REVISED: 1-10 PLATE NO.: ENGINEERING DEPARTMENT 3101 FILE NAME: G:\ENG\SPECS3101 Compacted Normal Fill Material, Compacted to 95% of the Standard Proctor Density III I 0 -1 I� Varies �I I > I I I it I I —I i I I i I—III—I i I—I i I I Shaped Natural Ground to pipe NOTES: 1. When existing soil conditions are 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. 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. The Bottom of the Trench Shall be Shaped to Fit the Pipe Barrel for at Least 50% of the Outside Diameter. CM OF PIPE BEDDING MM IN GOOD SOILS � C�N�SSEN RCP & D I P REVISED: 1-10 ENGINEERING DEPARTMENT PLATE NO.: FILE NAME: G: ENG SPECS 2202 2202 24"x36" slab opening for Neenah R3067 -V or equal Note: 0 1- V Grate shown o 2- VB Grates shall be used at all low o points. Neenah R3067 -V casting and grate or equal. PLANMinimum of 2 maximum of 5-2" 6" Conc. collar concrete adjustment rings with full beds of mortar. `�— Precast concrete or HDPE adjusting rings. 6" precast reinforced concrete slab. Top of barrel section under top slab to have flat top edge sealed with 2 beads of Ramnek or equal. All joints in manhole to have "0" ring rubber gaskets. Precast concrete section NOTES: 1. Doghouses shall be grouted on both the outside and inside. 2. No block structures are allowed. Manhole steps, Neenah R1981J or equal, 16" o.c., Aluminum steps approved. Minimum slab thickness, 6" for 14' depth. Increase thickness 1" for m each 4' of depth greater than 14', and reinforce with 6"x6" 10/10 mesh. Grout bottom of manhole to 1/2 SECTION diameter at pipe and slope grout 2" toward invert. gaff OF TYPICAL 4' DIAMETER CW1t1�H►1►EN CATCH BASIN MANHOLE REVISED: 2-10 FPTENO.: ENGINEERING DEPARTMENT 3102 FILE NAME: G:\ENG\SPECS\3102 DESIGNED DRAWN C S 0. C 5.0. CHECKED P.E.O. 6" Distance to rt variable o E DETAILS Varies Jr 4'-0" Typ. 1/2"r Top Bituminous Material Backfill + + + + + + + + + + + + V + + + :�..� 3 4' er ft 5" v - + + 6" 9d -1 + + + + + + + BC + + + Embedment beds of mortar. `�— Precast concrete or HDPE adjusting rings. 6" precast reinforced concrete slab. Top of barrel section under top slab to have flat top edge sealed with 2 beads of Ramnek or equal. All joints in manhole to have "0" ring rubber gaskets. Precast concrete section NOTES: 1. Doghouses shall be grouted on both the outside and inside. 2. No block structures are allowed. Manhole steps, Neenah R1981J or equal, 16" o.c., Aluminum steps approved. Minimum slab thickness, 6" for 14' depth. Increase thickness 1" for m each 4' of depth greater than 14', and reinforce with 6"x6" 10/10 mesh. Grout bottom of manhole to 1/2 SECTION diameter at pipe and slope grout 2" toward invert. gaff OF TYPICAL 4' DIAMETER CW1t1�H►1►EN CATCH BASIN MANHOLE REVISED: 2-10 FPTENO.: ENGINEERING DEPARTMENT 3102 FILE NAME: G:\ENG\SPECS\3102 "Bc" Denotes outside diameter of pipe NOTES: 1. A soils Engineer will be required to determine the depth of the pipe foundation embedment material if needed. Pipe foundation material shall be in accordance with MNDOT 3149.2H course filter aggregate. 2. P.V.C. bedding shall be MNDOT 3149.213 select granular borrow with 100% passing a 3/4" sieve, and less than 10% passing a NO. 200 sieve. aff OF PIPE BEDDING 11I1Ht1�A►10� FOR P.V.C. PIPE REVISED: 2-10 PLATE NO.: ENGINEERING DEPARTMENT 2203 FILE NAME: G: ENG SPECS 2203 1 1/2" BITUMINOUS WEAR COURSE (MNDOT 2360 SPWEA240B) 3" BITUMINOUS BASE COURSE (MNDOT 2360 SPNWB230B) 10" CLASS 5 AGGREGATE BASE (MNDOT 3138) COMPACTED SUBGRADE PARKING LOT PAVEMENT SECTION R�ll� 1. CLASS 5 SHALL BE PLACED UNDER CURB & 1' BEYOND BACK OF CURB OR BITUMINOUS EDGE. 2. SECTION & SUBGRADE SHALL BE VERIFIED BY A GEOTECHNICAL ENGINEER. Joint spacing at 5" intervals. Expansion joint spacing at 100' intervals and when abutting existing concrete or structure. CONCRETE SIDEWALK MINIMUM 6" OF— COMPACTED SAND SEWER O 18" MIN. SEPARATION 3" STYROFOAM INSULATION TRANSITION TO SPECIFIED ONE PIPE LENGTH DEPTH (TYPICAL). INSTALL VERTICAL BENDS WITH MEGA LUGS AS REQUIRED. WATERMAIN UNDER STORM SEWER NOTE: INSULATION AND COMPACTED SAND SHALL EXTEND 12" PAST OUTSIDE OF PIPE INSULATION SHALL OVER LAP AT JOINTS BY MIN. OF 12" aff OF WATERMAIN / STORM SEWER a=SE1 CROSSING REVISED: 1-10 PLATE NO.: ENGINEERING DEPARTMENT 2204 FILE NAME: G: ENG SPECS 2204 DESIGNED DRAWN C S 0. C 5.0. CHECKED P.E.O. 6" Distance to rt variable www.ottoassociates.com 9 West Division Street TTo Buffalo, MN 55313 (763)682-4727 QSOCIATES Fax (763)682-3522 Engineers & Land Surveyors, Inc. �I--r DETAILS PROJECT NO: 14-0275 Compacted 1/2"r Top Bituminous Material Backfill + + + + + + + + + + + + + + + + + + :�..� 3 4' er ft - + + + + + + + -1 + + + + + + + BC + + + Embedment .. + + + - + + + + + + + + + + + + + q' 8B + �r Material + + + + + + + + + r 6" 6" Distance to � variable + + + - =1 + + + + + + + + + + - slope }M\ 3/4 per Foundation - / Concrete Curb and Gutter If Required (see Note 1) "Bc" Denotes outside diameter of pipe NOTES: 1. A soils Engineer will be required to determine the depth of the pipe foundation embedment material if needed. Pipe foundation material shall be in accordance with MNDOT 3149.2H course filter aggregate. 2. P.V.C. bedding shall be MNDOT 3149.213 select granular borrow with 100% passing a 3/4" sieve, and less than 10% passing a NO. 200 sieve. aff OF PIPE BEDDING 11I1Ht1�A►10� FOR P.V.C. PIPE REVISED: 2-10 PLATE NO.: ENGINEERING DEPARTMENT 2203 FILE NAME: G: ENG SPECS 2203 1 1/2" BITUMINOUS WEAR COURSE (MNDOT 2360 SPWEA240B) 3" BITUMINOUS BASE COURSE (MNDOT 2360 SPNWB230B) 10" CLASS 5 AGGREGATE BASE (MNDOT 3138) COMPACTED SUBGRADE PARKING LOT PAVEMENT SECTION R�ll� 1. CLASS 5 SHALL BE PLACED UNDER CURB & 1' BEYOND BACK OF CURB OR BITUMINOUS EDGE. 2. SECTION & SUBGRADE SHALL BE VERIFIED BY A GEOTECHNICAL ENGINEER. Joint spacing at 5" intervals. Expansion joint spacing at 100' intervals and when abutting existing concrete or structure. CONCRETE SIDEWALK MINIMUM 6" OF— COMPACTED SAND SEWER O 18" MIN. SEPARATION 3" STYROFOAM INSULATION TRANSITION TO SPECIFIED ONE PIPE LENGTH DEPTH (TYPICAL). INSTALL VERTICAL BENDS WITH MEGA LUGS AS REQUIRED. WATERMAIN UNDER STORM SEWER NOTE: INSULATION AND COMPACTED SAND SHALL EXTEND 12" PAST OUTSIDE OF PIPE INSULATION SHALL OVER LAP AT JOINTS BY MIN. OF 12" aff OF WATERMAIN / STORM SEWER a=SE1 CROSSING REVISED: 1-10 PLATE NO.: ENGINEERING DEPARTMENT 2204 FILE NAME: G: ENG SPECS 2204 REV NO. DATE BY DESCRIPTION DESIGNED DRAWN C S 0. C 5.0. CHECKED P.E.O. 6" Distance to rt variable www.ottoassociates.com 9 West Division Street TTo Buffalo, MN 55313 (763)682-4727 QSOCIATES Fax (763)682-3522 Engineers & Land Surveyors, Inc. 1/2r�3"r DETAILS PROJECT NO: 14-0275 1/2"r Top Bituminous Material Cara M. Schwahn Otto License # 40433 Date: 8-79-74 SHEET NO. C9 OF 10 SHEETS 1 slope N CO :�..� 3 4' er ft r ° N 8"e 18" MnDOT 8618 Concrete Curb and Gutter 6" Distance to � variable 1/2', r� 3"r 1/2"r Top Bituminous Material slope 3/4 per MnDOT B612 ;'. Concrete Curb and Gutter � N 8" 12" NOTE: For Use Only with Private Driveways, Parking Lots, or Medians. 28"R 12"R 16" Top Bituminous Material 68"R N � N 'e • ' \ ° 4 17 1/2" 10 1/2" Surmountable Concrete Curb and Gutter 28" 4„ 4,r 1 1/8"r Bituminous Surface Bituminous Curb N 6" Shoe Formed CM OF TYPICAL CURB OMEN AND GUTTER REVISED: 3-10 ENGINEERING DEPARTMENT PLATE NO.: 5203 FILE NAME: G:\ENG\SPECS\5203 REV NO. DATE BY DESCRIPTION DESIGNED DRAWN C S 0. C 5.0. CHECKED P.E.O. I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. CAA'o' www.ottoassociates.com 9 West Division Street TTo Buffalo, MN 55313 (763)682-4727 QSOCIATES Fax (763)682-3522 Engineers & Land Surveyors, Inc. NOODLES & COMPANY HALIFAX DEVELOPMENT, LLC CHANHASSEN, MN DETAILS PROJECT NO: 14-0275 Cara M. Schwahn Otto License # 40433 Date: 8-79-74 SHEET NO. C9 OF 10 SHEETS DATE: 8-19-14 POV�C R 0 r 's0, \` tii7'y 6"MIN.DEPTH FOR ROCK 10"MIN.DEPTH FOR WOODCHIPS 1"-2" CLEAN CRUSHED ROCK 000E pOc� 18" MINIMUM CUT OFF BERM TO MINIMIZE RUNOFF FROM SITE FILTER FABRIC (NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. SEDIMENT TRAP MANUFACTURED BY WIMCO,LLC.SHAKOPEE, MN., ESS BROS., CORCORAN, MN. OR EQUAL SPECIFICATIONS AND STANDARDS DESIGN LOADS PLASTIC ZIP TIES GEQTEXTILE FABRIC WIDE (50 LB. TENSILE) AISC MANUAL OF STEEL CONSTRUCTION 9TH EDMON. ALLOWABLE AXLE WEIGHT LOAD NSA AWS STRUCTURAL WELDING 00 - STEEL, 01.1-94. SAFETY FACTOR NSA 29 CFR 1926 - OSHA SAFETY AND HEALTH STANDARDS WATER FLOW RATE (THROUGH TYPE FF FILTER) 0.707 CFS 0 3* HEAD / „ _M/� q l �W MAXIMUM OVERFLOW RATE 5.94 CFS 0 15' HEAD m P.E.O. l.Is[' LIiGW�� ,O ow � 9< �fr •:1y� NN DATE: 8-19-14 ji n s �p > \(� # a a x gh a SILT FENCE, MACHINE SLICED 1 2 B f Q`I t'. ,.r LJ g3 n a gao \\ z < -'a 1 0 z f ./ 3$ �;< -- 3 °...}.. ®� ®ZFFi Vs cN E 5�a ,3L I� Tt6 wW �,. czwi sN i� l ¢ ® d U FC' �' j iF LF € q pd OF (^F -+.t m k' i Z 5:y ; e v <LL ii = n °<'� m U� FN / rte. S PInW y1 n M U �w' rk' -c'. C�� H K o NSZy S� a £ * � � D \ } 7 yq 6 8g CIS2 £� S u 65 .'c # a _ 6 Ou 8za /r / t gg > d9 WiS8 a E., �ej8 t% S�< 4 s33G4 Q 1_ iW=`A �no �I`,/J \T'� a�a< f �149P t$ t, Z �}I�.K s ni ,,. +'�1: .. _. _- 4 •_y 'r'L � ,'zqy- �S a F� W f I• t _.a I _.i S �' =T3 r V7 i :I R B #A=T3 I w L lus'11 t5�3� J� Ft�4 U` a 1iHi a �I J �:.1 1 _ Brc� Btt� L_5 Z sd8 p rc!'�u�/ z� y� z .., - _- a3 L).. C" E C% l.J `^J V�Y.wi ti = ¢�¢i�.,o IYz O C �'� V U� tl� •� .� U cj >� d o F� a. d.. s m ¢, Y J < < , 2 SIT v e Q� �..�a(_,. z 1 �1 „CC o x f / 4 eeag`a §e6 w e 51 o , m gg 4Tr !' , OR w W G. A x a g°e 4 m i m gets - Q[���'��m(l,G�� { __ WY 2 I�,�L t/11`<� „-I..IBM X a am ti $ �i� vi 13 PLAN SHEET NO, WtlDT xPoeve f1NI fHf ND. 0-UA'mD it OF 6},. S2972n 0 Op 5> -Si AAiDARD APPROVED MAY 10, 2032 I -,C r s ae/Are0 Pim '-3 '. C OF Pedestrian Curb Ramps SOF Pedestrian Curb Ramps Cfff aur Pedestrian Curb Ramps IMMM Page 1of 5 Page 3 of 5B�li!ldrl�ll�1 �r Page 5 of 5 I REVISED: 3-14 ENGINEERING DEPARTMENT PLATE NO.: 5215 REVISED: 3-14 FILE ENGINEERING DEPARTMENT PLATE NO.: 52158 REVISED: 3-14 ENGINEERING DEPARTMENT PLATE No.: 5215D FltE NAME: G:\ENG\SPECS\5215 NAME: G:\ENG\SPECS\52158 FILE NAME.G:\ENG\SPECS\5215D POV�C R 0 r 's0, \` tii7'y 6"MIN.DEPTH FOR ROCK 10"MIN.DEPTH FOR WOODCHIPS 1"-2" CLEAN CRUSHED ROCK 000E pOc� 18" MINIMUM CUT OFF BERM TO MINIMIZE RUNOFF FROM SITE FILTER FABRIC (NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. SEDIMENT TRAP MANUFACTURED BY WIMCO,LLC.SHAKOPEE, MN., ESS BROS., CORCORAN, MN. OR EQUAL SPECIFICATIONS AND STANDARDS DESIGN LOADS PLASTIC ZIP TIES GEQTEXTILE FABRIC WIDE (50 LB. TENSILE) AISC MANUAL OF STEEL CONSTRUCTION 9TH EDMON. ALLOWABLE AXLE WEIGHT LOAD NSA AWS STRUCTURAL WELDING 00 - STEEL, 01.1-94. SAFETY FACTOR NSA 29 CFR 1926 - OSHA SAFETY AND HEALTH STANDARDS WATER FLOW RATE (THROUGH TYPE FF FILTER) 0.707 CFS 0 3* HEAD / „ _M/� q l �W MAXIMUM OVERFLOW RATE 5.94 CFS 0 15' HEAD MODEL#CG23 DEFLECTOR PLATE OVERFLOW 1 – CENTER OF FILTER A! r OVERFLOW 2 – TOP OF CURB BOX 10" FILTER ASSEMBLY CG -23 HIGH–FLOW HIGH–FLOW FABRIC NOTES: 1. CLEAN FILTER MEDIA AFTER EACH RAIN EVENT AND REPLACE IF FILTER IS CLOGGED WITH SEDIMENT. 2. REMOVE DEBRIS/SEDIMENT FROM RECEPTACLE AFTER EACH RAIN EVENT. LY WOODEN LATH SHALL BE NAILED SECURELY TO THE POST MEMBER TO SECURE FILTER FABRIC. 2" X 4" X 3' LONG WOOD POSTS, 8 REQ'D. NOBS: CONTRACTOR SHALL CONSTRUCT SILT BOX TO FIT AROUND THE INLET STRUCTURE WITH 6" MINIMUM CLEARANCE TO EDGES OF STRUCTURE. SILT BOX TO BE PLACED ON AN EVEN SURFACE 6" BELOW STRUCTURE OPENING. TOP OF SILT BOX TO EXTEND 18" MINIMUM ABOVE EXISTING GRADE. Cfff OF ROCK aff OF CATCH BASIN CAAN�ASSEK COEN TR AN CEON MMSEN SEDIMENT TRAP REVISED: 1-10 PLATE NO.: REVISED: 1-10 PLATE NO.: REVISED: 1-10 ENGINEERING DEPARTMENT 5301 ENGINEERING DEPARTMENT 5302A FILE NAME: G: \ENG\SPECS\5301 I I FILE NAME: G: \ENG\SPECS\5302A I FILE NAME: G: \ENC 2" X 4" HORIZONTAL MEMBERS CONTINUOUS AROUND TOP AND BOTTOM. FASTENED TO EACH POST USING 2-16D COMMON NAILS MONOFILAMENT GEOTEXTILE FABRIC AS PER MNDOT TABLE 3886-1 (MACHINE SLICED). ADDITIONAL 8-10" OF FABRIC FLAP AT BOTTOM OF BOX 8-10" FABRIC FLAP– BURY UNDER ROCK TO PREVENT UNDERWASHING �— 2" WASHED ROCK 1' DEEP X 2' WIDE CITYOF I SILT BOX SEDIMENT TRAP ENGINEERING DEPARTMENT I PLATE NO.: o. 5302G 5 FT. MIN. LENGTH STEEL POST AT 6 FT. MAX. SPACING 100 FEET PLASTIC ZIP TIES GEQTEXTILE FABRIC WIDE (50 LB. TENSILE) �36' LOCATED IN TOP 8" 25 FEET GREATER THAN 20% TIRE COMPACTION ZONE Z FLOW FLOW FOR SEDIMENT CONTROL 14-0275 z� CHECKED / „ _M/� q l �W HALIFAX DEVELOPMENT, LLC m P.E.O. l.Is[' LIiGW�� ,O ow CHANHASSEN, MN MACHINE SLICE NN DATE: 8-19-14 8' - 12" DEPTH License # 40433 Date: SILT FENCE, MACHINE SLICED 1 2 5 FT. MIN. LENGTH STEEL POST AT 6 FT. MAX. SPACING PLASTIC ZIP TIES (50 LB. TENSILE) LOCATED IN TOP 8" GEOTEXTILE FABRIC I 36" WIDE 6"MIN. F LOW SILT FENCE, HEAVY DUTY(J)02 5 FT. MIN. LENGTH STEEL POST GEOTEXTILE FABRIC AT 6 FT. MAX. SPACING 36" WIDE STAPLES FABRIC ANCHORAGE TRENCH. BACKFILL WITH TAMPED NATURAL SOIL Z FLOW aw f f L Z(� � Z M 6' row IN. SILT FENCE, PREASSEMBLED 1 2 NOTES: SILT FENCE PER MNDOT SPECS, SOURCE 2005 SEE SPECS. 2573 & 3886. tO To Protect Area From Sheet Flow Q2 Maximum Contributing Area: 1 Acre SILT FENCE TO BE PLACED ON CONTOUR. SEE SLOPE/GRADE AND LENGTH CRITERIA BELOW \. VARIAN Ste_ f SLOPE GRADE MAX LENGTH LESS THAN 2% 100 FEET 2 5,% 75 FEET 5 —10% 50 FEET 10 20 % 25 FEET GREATER THAN 20% 15 FEET LOCATION OF SILT FENCE FOR SEDIMENT CONTROL ABLSSLOPE V ARI IRABLE SILT FENCE NEAR TOE OF SLOPE OUTSIDE OF CONSTRUCTION LIMITS LOCATION OF SILT FENCE FOR PEREMITER CONTROL Cf 10F SILT ,1 MEN FENCE REVISED: 3-12 ENGINEERING DEPARTMENT PLATE NO.: 5300 FILE NAME: G: \ENG\SPECS\5300 8, PROJECT NAME PROJECT DESCRIPTION -A 54 LOT SINGLE FAMILY RESIDENTIAL SUBDIVISION DEVELOPER- NAME PHONE NUMBER CONTACT- NAME PHONE NUMBER PERMITTED CONSTRUCTION HOURS-MON.-FRI. 7AM-6PM SATURDAY 9AM-5PM ABSOLUTELY!!! NO CONSTRUCTION ACTIVITY, MAINTENANCE OR DELIVERIES ALLOWED ON SITE OUTSIDE OF THESE HOURS. CITY OF CHANHASSEN ENGINEERING DEPARTMENT 952-227-1160 NOTES: 1. SIGN SHALL HAVE A MINIMUM OF TWO POSTS. 2. INSTALL SIGNS AT ALL CONSTRUCTION ENTRANCES. 3. SIGN SHALL HAVE WHITE BACKGROUND WITH BLACK LETTERING. 4. LETTER SIZE TO FIT 8' X 6' SIGN. CMS OF CillfllllA S REVISED: 1-10 FILE NAME: G: \ENG\SPECS\5313 DEVELOPMENT INFO SIGN ENGINEERING DEPARTMENT I PLATE NO.: 5313 REV. NO. DATE BY DESCRIPTION DESIGNED DRAWN I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that l am a duly Licensed www.ottoassociates.com NOODLES &COMPANY PROJECTNO: C. 5.0. r J. B. Professional Engineer under the[�laws of the State of Minnesota. 9 West Division Street DETAILS 14-0275 CHECKED / „ _M/� q l ��O Buffalo, 55313 HALIFAX DEVELOPMENT, LLC P.E.O. l.Is[' LIiGW�� ,O (763)682-4-4 727 SSOCIATES Fax. (763)682-3522 Engineers & Land Surveyors, Inc. CHANHASSEN, MN Cara M. Schwahn Otto 8-79-74 SHEET NO. C 1 O OF 1 D SHEETS DATE: 8-19-14 License # 40433 Date: 3 / W_ W / / I Concrete Curb and Gutter_ )ster Areo - I Existing CB- Rim=951.52 Inv=942.82 .ONNECT TO EXIST. CBMH- NV=942.82 (VERIFY) MH 1� RIM -952.0 INV=942. 10 0 10 d U U W k J N Existing CB existing B" Witt Rim=949.55 W W W Inv=943.70 W W W PLUG E ST yCP- REMOVE EX/ST. 18" RC IT T O I „RCP �- 1a PED. RAMP PROPOSED RETAIL 1, 756 SF PLUG EXIST. 18"" RCP . . INV=945.3 -_ . ° �a a e PROPOSED RESTAURANT 2,656 SF PED. RAMP TRUNCATED DOME- - 4 I a d a 7 a 1 1. TAPER CURB DOWN � Br rho \ �S �or4 Existing CB Rim=949.40 In v= 942.05 900 WATER SERVICE PROP' 6 C 26 ��q ® 8.92% S 65 LF -6 PVC SDR c��.(�QK9U�T"7 1 53 PP1�P-95D.7 IN1.5 V=93 2- 0 1 R L*J J of ` RAISE RIM TO 949.0 & I REPLACE EXISTING GRAT a _ NEENAH 1878-B70 91 /n\J781 RAISE RIM TO 945.7 & J _ M 10 LF -18" HDPE ® 1.0- INST LL WM BELOW - - - - EXIS STORM W/18"" . INV=941.22 MIN. EPA RA TION W/NEENAH 1878-87G 7 (APP OX 11' DEEP) - MIN --.- Existing CB PLUG E ST yCP- REMOVE EX/ST. 18" RC IT T O I „RCP �- 1a PED. RAMP PROPOSED RETAIL 1, 756 SF PLUG EXIST. 18"" RCP . . INV=945.3 -_ . ° �a a e PROPOSED RESTAURANT 2,656 SF PED. RAMP TRUNCATED DOME- - 4 I a d a 7 a 1 1. TAPER CURB DOWN � Br rho \ �S �or4 Existing CB Rim=949.40 In v= 942.05 900 WATER SERVICE PROP' 6 C 26 ��q ® 8.92% S 65 LF -6 PVC SDR c��.(�QK9U�T"7 1 53 PP1�P-95D.7 IN1.5 V=93 2- 0 1 R L*J J 0 19� PROPOSED J `D SIGN u L V MSrLA WXISNMIN DEEP) PVC SDR 26 ®1.0% 6o LF -6r-,. SAN. MH RIM=948.4 INV=938.9 1 11 1 6 TYP 1 N \ A 1 RIM=947.45 1 94A95 U 1 TYP gt Sign 1.4" Eo t_ of Property Line of ` RAISE RIM TO 949.0 & Storm MH REPLACE EXISTING GRAT a _ NEENAH 1878-B70 91 /n\J781 RAISE RIM TO 945.7 & J _ M 10 LF -18" HDPE ® 1.0- INST LL WM BELOW - - - - EXIS STORM W/18"" . INV=941.22 MIN. EPA RA TION W/NEENAH 1878-87G 7 (APP OX 11' DEEP) - MIN --.- Existing CB ! 1 Rim=949.06 Inv=940.21 ' Existin'g'CB Rim=949.08: --- ✓�° I I I Q MAH EX/STl G I I CUR' & GUT R 0 19� PROPOSED J `D SIGN u L V MSrLA WXISNMIN DEEP) PVC SDR 26 ®1.0% 6o LF -6r-,. SAN. MH RIM=948.4 INV=938.9 1 11 1 6 TYP 1 N \ A 1 RIM=947.45 1 94A95 U 1 TYP gt Sign 1.4" Eo t_ of Property Line INV= 938.28 7 ` RAISE RIM TO 949.0 & Storm MH REPLACE EXISTING GRAT Rim 8 Rim I NEENAH 1878-B70 91 /n\J781 RAISE RIM TO 945.7 & J REPLACE EXISTING GRATE M 10 LF -18" HDPE ® 1.0- W/NEENAH 1878-B7G 27•• CONNECT TO EXIST MH % INV= 938.28 7 7 Existing --� Storm MH Existing CBS Rim 8 Rim I Inv=3788 9 91 /n\J781 RAISE RIM TO 945.7 & J REPLACE EXISTING GRATE M 10 LF -18" HDPE ® 1.0- W/NEENAH 1878-B7G CONNECT TO EXIST. CBMH INV=941.22 REPLACE EXISTING GRATE W/NEENAH 1878-87G PROPERTY LINE CB i.27 65 A u 1 2 / CE GRATE W/NEENAH R-1878-B7G LOWER RIM TO 938.0 W0// --� 41 LF -15 HDPE 0 6.229 Ex/s itng CB \ -ANEW PROPERTY LINE Rim=944.49 7 CBMH 2 RIM=945.4 INV= 941.40 8 LF -18" HDPE ® 1.09 J H / Mf TING CURB &� V= 4WJZER TO REMAIN RNVi\ 11R RlM- 44.83 941.2 CBM RIM -944-53 v \ INV=940.8 8 LF -18" HDPE ® 5.09 HDPE ® 5.07 93" RCP Preliminary MATCH EXISTING CURB & GUTTER EXISTING CURB & GUTTER TO REMAIN OO t-oroposed Planfings.0 I I® Deciduous Overst®ry Tree 2.5" BB r 8 m Ornamental Tree 2" B 0 3 ® Coniferous Tree 6 ®BB PERENNIAL PLANTS #1 CONTAINER ueneral Notes.e All plantings shall be Eros to name and size in accordance with American /Nurseryman's Standards. All plantings shall be guaranteed for one year (365 days) from date of acceptance. Landscape Contractor shall replace any dead or damaged plants at no additional cost to Owner during the guarantee period All trees shall be staked and wrapped as shown in details. Sod shall be cultured Kentucky bluegrass, free of weeds and clumps. Landscape Contractor will water at time of installation and roll all sod as needed to assure a smooth turf. All slopes greater than 3 to 1 shall be staked. Any sliding of sod shall be replaced by Landscape Contractor. All shrub beds and areas indicated as receiving rock mulch shall receive a 3" deep layer of size over 4 mil. black poly. All ground cover areas shall receive a 1 " layer of rock mulch with no poly. A# areas where sod and mulch touch shall have commercial grade black poly edger as shown in details. All shrub beds and areas indicated as receiving wood chip mulch shall receive a 3" deep layer of 1 " sq. -2" sq. hardwood chips free of leaves, twigs, and other extraneous debris over weed barrier fabric. All ground cover areas shall receive a 1 "layer of wood chip mulch with no weed barrier fabric. Landscape Contractor shall be responsible for locating all utilities by actual location in the field prior to any planting operation. 3� 78th _ Certificate of Description S11-eet V I `4 A 1 PROPOSED PROPERTY DESCRIPTIONS "t \ PARCEL TO BE SOLD FROM TARGET: That part of Lot 1, Block 1, CHANHASSEN RETAIL ADDITION, Carver County, Minnesota, according to the recorded plot thereof described as follows: Commencing at the Southwest corner of said Lot 1; thence on on assumed beoring of North 01 degrees 54 minutes 41 seconds East, along the West line of said Lot 1, o distance of 47.81 feet to the point of beginning; thence North 76 degrees 29 minutes 08 seconds East, a distance of 24.80 feet; thence South 19 degrees 41 minutes 30 seconds East, a distance of 58.05 feet; thence South 67 degrees 26 minutes 41 seconds East, a distance of 40.37 feet; thence North 21 degrees 37 minutes 42 seconds East, a distance of 21.44 feet; thence North 68 degrees 22 minutes 18 seconds West, a distance of 10.54 feet; thence North 19 degrees 45 minutes 39 seconds West, o distance of 149.26 feet; thence o distance of 52.33 feet Northerly on o tangential curve concave Easterly having a radius of 150.00 feet and a central angle of 19 degrees 59 minutes 18 seconds; thence North 00 degrees 13 minutes 40 seconds East, tangent to said curve a distance of 21.29 feet to the Northwesterly line of said Lot 1; thence Southwesterly and Southerly along the Northwesterly and Westerly line of said Lot 1 to the point of beginning. REMAINING TARGET PARCEL: Lot 1, Block 1, CHANHASSEN RETAIL ADDITION, Carver County, Minnesota, according to the recorded plot thereof. EXCEPT.• Commencing at the Southwest corner of said Lot 1; thence on on assumed bearing of North 01 degrees 54 minutes 41 seconds East, along the West line of said Lot 1, a distance of 47.81 feet to the point of beginning; thence North 76 degrees 29 minutes 08 seconds East, a distance of 24.80 feet; thence South 19 degrees 41 minutes 30 seconds East, a distance of 58.05 feet; thence South 67 degrees 26 minutes 41 seconds East, o distance of 40.37 feet; thence North 21 degrees 37 minutes 42 seconds East, a distance of 21.44 feet; thence North 68 degrees 22 minutes 18 seconds West, a distance of 10.54 feet; thence North 19 degrees 45 minutes 39 seconds West, a distance of 149.26 feet; thence a distance of 52.33 feet Northerly on a tangential curve concave Easterly having a radius of 150.00 feet and a central ongle of 19 degrees 59 minutes 18 seconds; thence North 00 degrees 13 minutes 40 seconds East, tangent to said curve a distance of 21.29 feet to the Northwesterly line of said Lot 1: thence Southwesterly and Southerly along the Northwesterly and Westerly line of said Lot 1 to the point of beginning. PARCEL TO BE SOLD FROM CITY OF CHANHASSEN: That part of Outlot A, CHANHASSEN RETAIL SECOND ADDITION, Carver County, Minnesota, according to the recorded plot thereof, that lies East of the West line of the East 173.31 feet of said Outlot A and South of the South line of Outlot B, of said CHANHASSEN RETAIL SECOND ADDITION. REMAINING CITY OF CHANHASSEN PARCEL: That port of Outlot A, CHANHASSEN RETAIL SECOND ADDITION, Carver County, Minnesota, according to the recorded plat thereof. EXCEPT.• That part thereof that lies East of the West line of the East 173.31 feet of said Outlot A and South of the South line of Outlot B of said CHANHASSEN RETAIL SECOND ADDITION. SF moo,. tee. °f o "4Q ..'9 0 50 100 Fee[ 50154'41 "W 31.00 S0154'41"W, 18.67 G17V 0FCHANHASSFtI RECEIVED AUG 21 2014 C""A98EP!PlAMMpMn a Q) q) E c ro .� 2 IZ- Z7 y U • o D. m cp c L v to 3O O M k mC2 3 a 3 U \ O L Q N o � J o� 1E COMMUNITY DEVELOPMENT DEPARTMENT Planning Division - 7700 Market Boulevard Mailing Address - P.O. Box 147, Chanhassen, MN 55317 Phone: (952) 227-1300 / Fax: (952) 227-1110 0 CITY OF CNANNASSEN APPLICATION FOR DEVELOPMENT REVIEW Date Filed: 60 -Day Review Deadline: Planner: Case #: Section• • r•apply) ❑ Comprehensive Plan Amendment ......................... $600 ❑ Subdivision ❑ Minor MUSA line for failing on-site sewers ..... $100 ❑ Conditional Use Permit ❑ Single -Family Residence ................................ $325 ❑ All Others ....................... $425 ❑ Interim Use Permit ❑ In conjunction with Single -Family Residence.. $325 ❑ All Others ......................................................... $425 ❑ Rezoning ❑ Planned Unit Development (PUD) .................. $750 ❑ Minor Amendment to existing PUD ................. $100 ❑ All Others......................................................... $500 ❑ Sign Plan Review ................................................... $150 ❑ Site Plan Review Lot Line Adjustment ......................................... ❑ Administrative ..................................................$100 Final Plat' ......................... ❑ Commercial/Industrial Districts' ...................... $500 $100 Plus $10 per 1,000 square feet of building area applications through the *Include number of existing employees: development contract. the and number of new employees: ❑ Residential Districts... ..... ............................. .. $500 Plus $5 per dwelling unit ADDITIONAL REQUIRED FEES ❑ Create 3 lots or less ........................................$300 $300 ❑ Create over 3 lots.......................$600 + $15 per lot ❑Jvletes & Bounds .........................$300 + $50 per lot 57Consolidate Lots..............................................$150 ❑ Lot Line Adjustment ......................................... $150 ❑ Final Plat' ......................... ..........................$250 ❑ 'Requires additional $450 escrow for attorney costs. $100 Escrow will be required for other applications through the $500 development contract. the ❑ Vacation of Easements/Right-of-way................... $300 (Additional recording fees may apply) ❑ Variance ......... ........ ......... ........... - .................. ...... $200 ❑ Wetland Alteration Permit ❑ Single -Family Residence ............................... $150 ❑ All Others ....................................................... $275 ❑ Zoning Appeal ...................................................... $100 ❑ Zoning Ordinance Amendment ............................ $500 NOTE: When multiple applications are processed concurrently, the appropriate fee shall be charged for each application. (Refer to the appropriate Applicabon Checkkst for required submittal information that must accompany this application) ❑ Notification Sign ................................................... $200 TOTAL FEES: $ (City to install and remove) ❑ Property Owners' List within 500......... $3 per address Received from: (City to generate - fee determined at pre -application meeting) ❑ Escrow for Recording Documents.. $50 per document Date Received: Check Number: (CUP/SPRNACNARMAP/Metes & Bounds Subdivision) Property Address or Location: �t ,_ Parcel #: Legal Description: 5rG #4+J CkX—_fi Total Acreage: • 77- Auer Wetlands Present? ❑ Yes [R<0 Present Zoning: Present Land Use Designation: Existing Use of Property: VA Description of Proposal: 74 0 Check box if separate narrative is attached Requested Zoning: Requested Land Use Designation: Section 3: Property .. 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 correct. Name: Contact: Address: Phone: City/Stale/Zip: Cell: Email: Fax: Signature: Date: PROPERTY OWNER: In signing this application, I, as property owner, have full legal capacity to, and hereby do, authorize the filing of this application. 1 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 informatiioon�/( nd exhibits submitted are true and correct. U '/ Name: U21 UC",X L.Contact: 1N4V5 I.Uk1W1(UA-) Address: qw) EG4 Lir lfyc W-7zooPhone: &>3 67-3.25VZ r City/State/Zip: SDG IU 1/4( l(1 0&7-7- Z Cell: _J&'2- 3oF,-lS,l/ Email: i Fax: Signature: _ !✓ �� Date: 12 - 2 3 -?06 This application must be completed in full and be typewritten or clearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions. 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. 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 iENGINEER //(if fa�applicable) L ,� 1 /�U 4T (ides Name: ✓4P 3tGo rJc-s Contact: fC+t) Address: Phone: City/State/Zip: Cell: Email: ;4U I 4515bCOQ: -LOrrl Fax: l' Section 4: Notification Information Who should receive copies of staff reports? 'Other Contact Information: Property Owner Via: ❑ EmailMailed Paper Copy Name: ElApplicant Via: []Email Mailed Paper Copy Address: ❑ Engineer Via: ❑ Email ❑ Mailed Paper Copy City/State/Zip: ❑ Other- Via: ❑ Email ❑ Mailed Paper Copy Email: TTO SOCIATES Engineers & Land Surveyors, Inc. CLIENT: Halifax Development, LLC Otto Proiect No. 14-0275 PROPOSED DRAINAGE AND UTILITY EASEMENT: A 5.00 foot easement for drainage and utility purposes over, under, and across part of Lot 1, Block 1, CHANHASSEN RETAIL ADDITION, Carver County, Minnesota, according to the recorded plat thereof The Southerly and Easterly line of said easement is described as follows: Commencing at the Southwest comer of said Lot 1; thence on an assumed bearing of North 01 degrees 54 minutes 41 seconds East, along the West line of said Lot 1, a distance of 49.13 feet to the point of beginning of said line; thence North 75 degrees 18 minutes 56 seconds East, a distance of 60.45 feet; thence North 19 degrees 45 minutes 39 seconds West, a distance of 88.51 feet; thence a distance of 52.33 feet Northerly on a tangential curve concave Easterly having a radius of 150.00 feet and a central angle of 19 degrees 59 minutes 18 seconds; thence North 00 degrees 13 minutes 40 seconds East, tangent to said curve a distance of 21.29 feet to the Northwesterly line of said Lot 1 and said line there terminating. The sidelines of said easement are to be prolonged or shortened to terminate at the West and North line of said Lot 1. 9 West Division Street, Buffalo, MN 55313 • 763-682-4727 • Fax 763-682-3522 • www.ottoassociates.com - t C,. �. SANITARY SEWER WATERMAIN . ??� � '+4 -� a •. � PFa wi �- �E► STORM SEWER Jr 4 M � � � t wi �- �E► STORM SEWER Jr 4 iol P-- wo( iz, S o� �� - �4 INV 4rrrm.w^'. � ..�..LY ps p..Y �l4 8 � � � �yy•Y •� � • uk�ti� J � » . �t� F FI .f ► b y y UCJ'C G�' 1 V i t - tilt CCC � IYYIts or, i !6t ,Y / NV I YY Y .y -, `6.- - YC'. iVL`-§1. ` is tow y va uoi;ippd puooaS pina-d uassequegD ck wall trash — enclosure O 4" I 6" 1, 486.31 SF 04" 04 4" 4" * 5" PROP( V� 4" I q 04„ 4 PROPOS( 2,6 I% -- 7.33 ° N e ° �a SrLri .. p 1I e 1.5 i All 514e flan Al reema-( T)O C u m.e rltf - IDD ODI � rave CITY OF CHANHASSEN SITE PLAN AGREEMENT 2014-28 SPECIAL PROVISIONS THIS AGREEMENT ("Site Plan Agreement') dated November 25, 2014, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation (the "City"), and WILLOW - MN, LLC, a Colorado limited liability company ("Developer"). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan consisting of a 4,412 square -foot multi -tenant building, Planning Case 2014-28. The land is legally described in the attached Exhibit A. 2. Conditions of Site Plan Approval. The City hereby approves the site plan on condition that the Developer enters into this Site Plan Agreement and furnishes the security required by it. 3. Development Plans. The project shall be developed and maintained in accordance with the following plans. The plans shall not be attached to this Contract. If the plans vary from the written terms of this Permit, the written terms shall control. The plans are: Plan A: Cl Cover Sheet dated Received August 21, 2014 prepared by Otto and Associates. Plan B: C2 Existing Conditions dated Received August 21, 2014 prepared by Otto and Associates. Plan C: C3 Removal Plan dated Received August 21, 2014 prepared by Otto and Associates. Plan D: C4 Site Plan dated Received August 21, 2014 prepared by Otto and Associates. Plan E: C5 Utility Plan dated Received August 21, 2014 prepared by Otto and Associates. Plan F: C6 Grading Plan dated Received August 21, 2014 prepared by Otto and Associates. Plan G: C7 Erosion Control Plan dated August 21, 2014 prepared by Otto and Associates. 179445 GC -1 Plan H: C8 Details Plan dated Received August 21, 2014 prepared by Otto and Associates. Plan I: C9 Details Plan dated and Received August 21, 2014 prepared by Otto and Associates. Plan J: C10 Details Plans dated and Received August 21, 2014 prepared by Otto and Associates. Plan K: Landscaping Plan dated and Received August 16, 2014 prepared by Otto and Associates. Plan L: Photometric Plan dated September 15, 2014. Plan M: Lighting Plan dated June 5, 2014. Plan N: Architectural Plans dated Received August 15, 2014, prepared by Aarchitecture LLC. Plan O: Sign Plans dated Received August 15, 2014, prepared by Creative signs. Plan P: Parking Plan dated Received August 19, 2014, prepared by Otto and Associates. Plan Q: Building Material Board Exhibit Board. 4. Time of Performance. The Developer shall install all required screening and landscaping by July 31, 2016. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 5. Security. To guarantee compliance with the terms of this Site Plan Agreement, the Developer shall furnish the City with a letter of credit from a bank, cash escrow, or equivalent ("security") in the amount of $41,250. This amount has been calculated at a rate of 110% of the actual value of improvement (landscaping, grading, erosion control, utility extension, etc.). The City will release the security posted in accordance with the City Code. 6. Notices. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by registered mail at the following address: Mr. Hans Kulhman Willow -MN, LLC 4201 East Yale Ave Suite 200 Denver, Colorado 89222 Phone (303) 623-0502 / Email: hans&balifaxdevelonment.net Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by registered mail in care of the City Manager at the following address: Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, Minnesota 55317, Telephone (952) 227-1100. GC -2 179445 7. Other Special Conditions. On October 13, 2014, the City Council adopted the following motion: "The City Council approve the site plan consisting of a 4,412 square -foot multi -tenant building, Planning Case 2014-28 as shown in plans dated received August 15, 2014, and including the attached Findings of Fact and Recommendation, subject to the following conditions: Environmental Resource 1. The applicant shall provide Rational Method calculations for proposed pipe design. The applicant shall work with City staff to assure downstream system has adequate capacity to handle the additional volume directed from the new impervious surface. 2. The erosion prevention and sediment control plan must be consistent with Section 19-145 of Chanhassen City Code. Building Official 1. The building is required to have automatic fire extinguishing systems. 2. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 3. Retaining walls over four feet high must be designed by a professional engineer and a permit must be obtained prior to construction. 4. Detailed occupancy -related requirements will be addressed when complete building plans are submitted. 5. The owner and or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. En 'neerine 1. The developer must work with the neighboring property owners, including the City, to acquire temporary construction easement for all off-site grading and construction. 2. The developer must acquire a permanent easement over all improvements the developer shall own and be responsible for maintaining, such as the storm sewer. 3. The developer must obtain an access agreement from the City for construction and maintenance of the sanitary sewer and water main within the right of way of Target Lane. 4. The developer's engineer shall include the Perkin's parking lot islands in the topographic plan. Current plans do not show all islands within the survey area. 5. Final plans shall include existing and proposed elevations at the property corners and structure corners. GC -3 179445 6. The grading plan shall include drainage arrows to indicate the direction of water flow. 7. The developer shall submit an accurate soils report indicating soil conditions and permeability. 8. The grading plan shall identify proposed stockpile areas. 9. The grading plan shall show the top and bottom elevation of the retaining wall near the Target sign. 10. The parking spaces shall be adjusted so that minimum dimensions are measured from the gutter flow line. 11. The developer must pay the partial payment of the SAC fees and the WAC fees with the final plat. Planning I. All rooftop and ground equipment must be screened from views. 2. Sign illumination and design shall comply with ordinance. Wall signs shall be limited to the north, east and south elevations. Wall and monument signage shall comply with the sign ordinance. All signs require a sign permit. 3. The applicant may share a monument sign within the same PUD contingent upon the removal of the existing monument sign. 4. The exterior material for the trash enclosure must be of the same exterior material as the building. Recycling space and other solid waste collection space should be contained within the same enclosure. 5. Light levels for site lighting shall be no more than one-half foot candle at the project perimeter property line. This does not apply to street lighting. All fixtures must be shielded. 6. Provide and maintain a cross access agreement with Target for parking. 7. Approval of the site plan is contingent upon approval of the subdivision and the administrative lot line adjustment for arget as shown in Exhibit # 7. 8. General Conditions. The general conditions of this Site Plan Agreement are attached as Exhibit "B" and incorporated herein. [Signatures contained on,followingpages.] GC -4 179445 (SEAL) STATE OF MINNESOTA ) ) ss COUNTY OF CARVER ) CITY OF CHANHASSEN BY-7k Thomas A. Furlong, Mayor 6— AND: Todd Gerhardt, City Manager The foregoing instrument was acknowledged before me this 492 day of December, 2014, by Tom Furlong, Mayor, and by Todd Gerhardt, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. � (NOTARY -PUBLIC ~•KAREN J. ENGELHARDT J, Notary Public- Minnesota '"� My Commission Expires Jan 31, 2015 GC -5 179445 C Hans Atilh , Its kuH1.AAn+N ,LLC STATE OF SS COUNTY OFD ) The foregoing instrument was acknowledged before me this � day of December, 2014, Hans Kodhmaa, the rno &e of Willow -MN, LLC, a Colorado limited liability companyon behalf of the limited Habil'mpany. 44-Wj,1"A,> V�NBY Ppe�, I1 � MIA B. - 1.. . �.... .. BALLENTINE.o DRAFTED BY: City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55317' (952)227-1100 GC -6 179445 EXHIBIT A Legal description of City Parcel to Developer Lot I Block 1 Chanhassen Retail Fourth Addition, Carver County, Minnesota Legal description of Target Parcel to Developer That part of Lot 1, Block 1, Chanhassen Retail Addition, Carver County, Minnesota, according to the recorded plat thereof described as follows: Commencing at the Southwest corner of said Lot l; thence on an assumed bearing of North 01 degrees 54 minutes 41 seconds Fast, along the West line of said Lot 1, a distance of 47.81 feet to the point of beginning; thence North 76 degrees 29 minutes 08 seconds East, a distance of 24.80 feet; thence South 19 degrees 41 minutes 30 Seconds East, a distance of 58.05 feet; thence South 67 degrees 26 minutes 41 seconds East, a distance of 40.37 feet; thence North 21 degrees 37 minutes 42 seconds East, a distance of 21.44 feet; thence North 68 degrees 22 minutes 18 seconds West, a distance of 10.54 feet; thence north 19 degrees 45 minutes 39 seconds West, a distance of 149.26 feet; thence a distance of 52.33 feet Northerly on a tangential curve concave Easterly having a radius of 150.00 feet and a central angle of 19 degrees 59 minutes 18 seconds; thence North 00 degrees 13 minutes 40 seconds East, tangent to said curve a distance of 21.29 feet to the Northwesterly Line of said Lot 1; thence Southwesterly and Southerly along the Northwesterly and Westerly line of said Lot 1 to the point of beginning. GC -7 179445 CITY OF CHANHASSEN SUE PLAN AGREEMENT EXHIBIT "B" GENERAL CONDITIONS 1. Right to Proceed. Within the site plan area, the Developer may not grade or otherwise disturb the earth, remove trees, construct improvements, or any buildings until all the following conditions have been satisfied: 1) Site Plan Agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security and fees have been received by the City, 3) the Site Plan Agreement has been recorded with the County Recorder's and Registrar of Titles' Offices of the County where the project is located, and 4) the City Planner has issued a letter that the foregoing conditions have been satisfied and then the Developer may proceed. 2. Maintenance of site. The site shall be maintained in accordance with the approved site plan. Plants and ground cover required as a condition of site plan approval which die shall be promptly replaced. 3. License. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with site plan development. 4. Erosion Control. Before the site is rough graded, and before any building permits are issued, the erosion control plan, Plan G, shall be implemented, inspected, and approved by the City. The City may impose additional erosion control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. Except as otherwise provided in the erosion control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion at the Developer's expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. No development will be allowed and no building permits will be issued unless there is full compliance with the erosion control requirements. Erosion control shall be maintained until vegetative cover has been restored. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion control, the City will authorize removal of the erosion control measures. 5. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on and off site, dirt and debris, including blowing materials, from streets and the surrounding area that has resulted from construction work by the Developer, its agents or assigns. 6. Warranty. All trees, grass, and sod required in the approved Landscaping Plan, Plan C, shall be warranted to be alive, of good quality, and disease free at the time of planting. All trees shall be warranted for twelve (12) months from the time of planting. The City shall retain $3,180.00 of the posted security for landscaping for twelve (12) months following planting to secure the warranties. Provided the landscaping is in the condition required herein following such twelve (12) month period, the City shall release the remaining security to Developer within ten (10) business days of request therefore. Responsibility for Costs. A. The Developer shall hold the City and its officers and employees harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from site plan approval and development. 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 attorneys' fees. B. The Developer shall reimburse the City for costs incurred in the enforcement of this Permit, including engineering and attorneys' fees. C. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Permit within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all plat development work and construction. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year. 8. Developer's Default. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is fust given notice of the work in default, not less than four (4) days in advance. This Site Plan Agreement is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 9. Miscellaneous. A. Construction Trailers. Placement of on-site construction trailers and temporary job site offices shall be approved by the City Engineer. Trailers shall be removed from the subject property within thirty (30) days following the issuance of a certificate of occupancy unless otherwise approved by the City Engineer. B. Postal Service. The Developer shall provide for the maintenance of postal service in accordance with the local Postmaster's request. C. Third Parties. Third parties shall have no recourse against the City under this Permit. D. Breach of Contract. Breach of the terms of this Permit by the Developer shall be grounds for denial of building permits. E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Permit is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Site Plan Agreement. F. Occupancy. Unless approved in writing by the City Engineer, 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 and the utilities tested and approved by the city. G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Site Plan 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 Site Plan Agreement shall not be a waiver or release. H. Recording. This Site Plan Agreement shall run with the land and may be recorded against the title to the property. I. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every 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 forth or otherwise so existing may be exercised from 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. J. Construction Hours. The normal construction hours under this Site Plan Agreement shall be from 7:00 a.m. to 7:00 p.m. on weekdays, from 9:00 a.m. to 5:00 p.m. on Saturdays, with no such activity allowed on Sundays or any recognized legal holidays. Operation of all internal combustion engines used for construction or dewatering purposes beyond the normal working hours will require City Council approval. K. Soil Treatment Systems. If soil treatment systems are required, the Developer shall clearly identify in the field and protect from alteration, unless suitable alternative sites are first provided, the two soil treatment sites identified during the site plan process for each lot. This shall be done prior to the issuance of a Grading Permit. Any violation/disturbance of these sites shall render them as unacceptable and replacement sites will need to be located for each violated site in order to obtain a building permit. L. Compliance with Laws Ordinances and Regulations. In the development of the property pursuant to this Site Plan Agreement, the Developer shall comply with all laws, ordinances, and regulations of the following authorities to the extent any of the same have jurisdiction over the property's development: I. City of Chanhassen; 2. State of Minnesota, its agencies, departments and commissions; 3. United States Army Corps of Engineers; 4. Watershed District; 5. Metropolitan Government, its agencies, departments and commissions. M. Proof of Title. Upon request, the Developer shall famish the City with evidence satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers too enter into this Site Plan Agreement. N. Soil Conditions. The Developer acknowledges that the City makes no representations or warranties as to the condition of the soils on the property or its fitness for construction of the improvements or any other purpose for which the Developer may make use of such property. The Developer further agrees that it will indemnify, defend, and hold harmless the City, its governing body members, officers, and employees from any claims or actions arising out of the presence, if any, of hazardous wastes or pollutants on the property, unless hazardous wastes or pollutants were caused to be there by the City. O. Soil Correction. The Developer shall be responsible for soil correction work on the property. The City makes no representation to the Developer concerning the nature of suitability of soils nor the cost of correcting any unsuitable soil conditions which may exist. DRAFTED BY: City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55317 (952) 227-1100 TTO SSOCIATES Engineers & Land Surveyors, Inc. May 1. 2014 City of Chanhassen Attn: Kate Aanenson, AICP 7700 Market Boulevard P O. Box 147 Chanhassen, MN 55317 RE Proposal for Surveying Services on Outlot A, Chanhassen Retail Second Addition Carver County, Minnesota Otto Proposal No . 14-0195 Dear Ms Aanenson I am pleased to submit this proposal for surveying services on the above referenced property CERTIFICATE OF SURVEY.................................................................................Cost Estimate: $1,600.00 Prepare a Certificate of Survey This will include: 1. Staking all corners of property and showing dimensions on drawing. 2. Creating a new property description for property to be sold in the southeast corner of Outlot A. 3. Locating and mapping visible improvements on the property. 4 Map easements as provided to us. 5. Prepare Certificate of Survey drawing showing dimensions, areas, and improvements 6 Delivery will be 6 hard copies of the survey. Payment is due upon completion of the survey. Additional work will be billed in accordance with the enclosed fee schedule. Invoices not paid within 30 days will be subject to a 1 5% per month finance charge Thank you for this opportunity to provide you with an estimate If you have any questions, please feel free to call. Sincerely. Otto Associates Engineer & Land Surveyors, Inc. Paul E. Ott,P.L.S.. P.E. President 9 West Division Street, Buffalo. MN 55313 • 763-682-4727 • Fax 763-682-3522 • www.ottoassociates.com Proposal for City of Chanhassen Otto Proposal No. 14-0195 ACCEPTED BY: mum Are you the owner of the property to be worked on? t; IYES ❑NO If you are not the owner. please provide owner's name and address below. How did you find us? ❑Phonebook [-]Advertisement ❑Referred by. (LIEN NOTICE) PLEASE TAKE NOTICE: ❑Internet Search ❑Website ❑Repeat Client []Other Page 2 1.2014 (a) Any person or company supplying labor or materials for this improvement to your property may file a lien against your property if that person or company is not paid for the contributions. (b) Under Minnesota law, you have the right to pay persons who supplied labor or materials for this improvement directly and deduct this amount from our contract price, or withhold the amounts due them from us until 120 days after completion of the improvement unless we give you a lien waiver signed by persons who supplied any labor or material for the improvement and who gave you timely notice. 2014 FEE SCHEDULE OFFICE Principal..................................................................................................................................... $115.00/hour Senior Registered Engineer/Surveyors ..................................................................................... $110.00/hour Registered Engineer/Surveyor.................................................................................................. $ 98.00/hour Engineer/Surveyor(E.I.T./L.S.I.T.)............................................................................................ $ 92.00/hour SeniorTechnician. ..................................................................................................................... $ 82 00/hour Technician. Level III.................................................................................................................. $ 74 00/hour Tech nicianAevel II................................................................................................................... $ 62.00/hour Technician, Level I.................................................................................................................... $ 55 001hour Clerical...................................................................................................................................... $ 42 00/hour FIELD: Construction Obsery ....................................................................................................... $ 78.00/hour Senior Construction er.................................................................................................. $ 92.00/hour 3 -Person Survey Crew)',....................................................................................................... $165.00/hour 2 -Person Survey Cre.._...._................................................................................................... $136 00/hour 1 -Person Survey Crew w/GPS/Robot........................................................................................$136.00/hour 2 -Person Survey Crew w/GPS/Robot.......................................................... ......................... ..... $181.00/hour 9 West Division Street, Buffalo, MN 55313 • 763-682-4727 • Fax 763-682-3522 • www.ottoassociates.com QSTTO SOCIATES Engineers & Land Surveyors, Inc. DATA SHARING AGREEMENT BETWEEN OTTO ASSOCIATES AND CITY OF CHANHASSEN PROJECT: CITY OF CHANHASSEN OTTO PROJECT NO. 14-0195 Upon written consent to the following conditions and restrictions, Otto Associates (Referred to as Otto hereafter) will provide digital data layers, as requested, to the City of Chanhassen (Referred to as The City hereafter). Terms of Agreement Data provided by Otto is subject to the following conditions and restrictions: 1) Digital layers provided by Otto are solely for the City's internal use in the conduct of its daily business affairs. 2) No digital layers may be reproduced or redistributed without Otto's prior written permission. This limitation, however, is not intended to restrict The City's distribution of printed map information created from the digital layers. 3) Access to the digital data provided by Otto shall be exclusively for The City employees and City contracted consultants only. 4) Although Otto has verified the digital data to the best of its ability, Otto makes no representations of any kind as to its complete accuracy; nor does it guarantee the complete accuracy of any digital data furnished. Otto additionally makes no warranties of merchantability or fitness for a particular use, nor are such warranties to be implied, with respect to the digital data provided under this Agreement. 5) The City is responsible for understanding the accuracy limitations of all digital data provided. In particular, alterations and/or manipulation of the original data may adversely affect their accuracy, meaning, and design integrity. 6) The City agrees to hold Otto and its employees, and agents harmless from any claim, suit, or proceeding arising out of the use of the data in accordance with this agreement, including indemnification of Otto for reasonable expenses incurred in defending such claims. Page 1 of 2 7) The City may reproduce digital data layers in the form of a printed product Provided The City abides by this agreement. 8) If at any time during the course of the Agreement, The City determines that it is necessary to share portions of the data with a person or entity not employed by The City or a City contracted consultant, such as a Non -City consultant, contractor, or any similar person, The City shall first request permission from Otto before sharing any portion of the data. Any such request shall be in writing to Otto and shall specify the persons or entities The City wishes to share the data with and the reasons why such sharing of information is necessary. The undersigned hereby accepts and agrees to be bound by the terms and conditions set forth in this agreement. It is fully understood that pursuant to this agreement the undersigned is permitted to utilize digital information provided by Otto, solely in the conduct of its own daily business affairs. Any other use unless with prior written permission from Otto shall be deemed unauthorized and punishable by law. I have the authority to legally obligate The City to the terms of this agreement. NAME:�CI'L Ara Rf rl' OA TITLE: OOMrnu,rt�� [2V4k0MR0r SIGNED: DATE: �l 7 Otto Associates Engineers & Land Surveyors, Inc. NAME: Paul E. Otto P.L.S. TITLE: President SIGNED: �DATE: Page 2 of 2 RECEIVED O JAN 14 2015 TARGET. CITY IJt : ,r.iUHASSEN January 8, 2015 Via Certified Mail Housing and Redevelopment Authority in and for the City of Chanhassen 690 Coulter Drive Chanhassen, MN 55317 Natalie Gigler Real Estate Portfolio Management 1000 Nicollet Mall, TPN -12H Minneapolis, MN 55403 Natalie.Gigler@target.com Re: Target Store T0862— Chanhassen, MN Notice of Sale — Declaration of Restrictive Covenants dated October 26, 1992 by and between Target Corporation f/k/a Dayton Hudson Corporation ("Target") and the Housing and Redevelopment Authority in and for the City of Chanhassen ("Declarant'); recorded on November 17, 1992 as Document No. 142314 in the Official Records of Carver County, Minnesota (the "Declaration"). Ladies and Gentlemen: Please be advised, that Target Corporation has conveyed and quitclaimed its interest in the property to WILLOW -MN, LLC, a Colorado limited liability company, as of December 31, 2014. A fully executed and recorded copy of the Quit Claim Deed is enclosed for your files. Any notices to be sent with respect to the former Target property after the date hereof should be addressed as follows: Willow -MN, LLC 4201 E Yale Avenue, Suite 200 Denver, Colorado 80222 Attn: Hans Kuhlmann Thank you for your cooperation. Regards, ��Natalie Gigler Enclosure(s) QUITCLAIM DEED eCRV number: 3039 7-5 STATE DEED TAX DUE HEREON: Isi S. 00 Date: December312014 FOR VALUABLE CONSIDERATION, TARGET CORPORATION, (fWa Dayton Hudson Corporation), a Minnesota Corporation, Grantor, hereby conveys and quit claims to WILLOW - MN, LLC, aColorado limited liability company, Grantee, teal property in Carver County, N irm sots, described as follows: That pan of Let I. Bock L Chaohafaeo Retail Adduce, Carver County, Minnesota, according to the recorded plat thereof described as follows: Coounrneing at the Scuthwest coma of said Lal I; thence on an assumed bearing of North 01 degrees 54 minutes 41 seconds East along the West line of said Lot I, a distance of 49.13 fat to the point of beginning; thence. North 'S degrees 18 minutes 56 seconds Fact, a distance of 60.45 feet; thence North 19 degrees 45 minutes 39 seconds West, a dismoc of 8851 feet; thence a distance of 52.33 fat Northerly on a tangential curve concave Easterly having a radihts of 150.00 fat and a central angle of 19 degrees 59 minutes 18 seconds; tierhce North DO degrees 13 minutes 40 seconds Fast tangent to said curve a distance of 21.29 fat to the Northwesterly line of said Lar 1; thence Southwesterly and Sanherly along the Northwesterly and Westerly line of said Lot I to enc point of beginning. together with all hereditaments and appurtenances belonging thueto. The Grantor certifies that the Grantor does not know of any wells on the above described real Property. TARGET CORPORATION, a Minnesota corporation By:1zl— Naim: Seott Nelson Its'. r, rcr tImsfalent larger STATE OF MINNESCyM ) ) ss. COUNTY OF HENNEPIN ) The fo�r�egoung was acknowledged befbre me this 31� day of December. 2014, by S to �1 S01't ,the §!. I/jig(�/sT- of Target Corporation, a Minnesota corporation on behalf of said corporation. .r/�/y am Notary /1 - ..__- 4ATAIlE ROSE G1GleR hatwn vuetc.sawrsou My commission Expi[a ��,�! fREs°µ'o nun e This instrument was drafted by: Tax statements for the real property Target Corporation described herein should be sent to: 1000 Nicolict Mall Willow -MN, LLC Minneapolis, 1114 55400 4201 East Vale Ave., Suite 200 Nikki J. Aden Denver, CO 80222 Ams Kuhhnana 81666583v:2 F S 78th Certificate of Description _ — -\ CITYOFCHAWHASSEN N gECENED AUG 21 2014 CHAMVMRfiMOEPr ----------—- — — — �,arl � int! t �b;,M �� M 1 ��.,� TM t9:M 6.n [rp «Mara nasOny b m naw Mr �[N reMmw.,�mn J�e4Mns.Mnpw t'�'i.�:.�. �., ati A��aMlt Ny .n J, MwM4ne.M,�b .I JI tNaM . YN M M Mw :. Y� b �:� D mvw W.t�. 4:nn M M•J. T�Y'aYRi �'rnrM W'bimt: n/F«Wt«.ern Yw.a�w, ne JMbnr ewv m b..r..Mr n. r yr:..ey:bry " ., r. n r. M.W.a+R.b .ovuat a.+m.rN w.r�N ._.« :. •...... m. w..« «.. J,:oMR.: uua� :..'P..':';..«Mn�•M`,"wS�:>':: J"J.ti.,','r: S...M"`°M.. nI. M4r'✓ pbFNM'�'twm. 'r.•rew nM rr%. ✓�YrW �. Wt�r�3in riJisim.MwY .moi. f~ir�Y«n.mMvn.nbr. uR6 F R tlY /MI OM1 s dM«6Y M1.�i eu s:- OUW.®Y T,4 �m rilJr MI «W>'4Js: i w }rm a w Lw mob W� l rhl M « W WI4 M.W. M: RI4 ZLW .RrROI W Mp NxM:s ..aM. b m.mw Y« M1ox 1'« W Or"wMbu'eiW TIY OOm.YO4t 6n �,3Jr M e. W Wwr. ti Y.b u m iuw:.r. .1 1 Highway W, r C bNM/.an lT .1 � Q C Z13 1u n Il No — \a 5 \ 0 Li 0 N 16 AMENDMENT TO VACANT LAND PURCHASE AGREEMENT THIS AMENDMENT TO PURCHASE AGREEMENT is dated as of October 13, 2014, between CITY OF CHANHASSEN, a Minnesota municipal corporation ("Seller"), and HALIFAX DEVELOPMENT, LLC., a Minnesota limited liability company, ("Buyer"). IN CONSIDERATION of the mutual covenants and agreements herein, the Vacant Land Purchase Agreement between Buyer and Seller dated June 4, 2014 ("Agreement'), is hereby amended as follows: 1. Amendment to Paragraph 3. Paragraph 3 of the Agreement is hereby amended to read as follows: 3. PRICE AND TERMS. The price for the Property included in this sale is Two Hundred Ten Thousand Nine Hundred and Seventy Six and No/100 Dollars ($210,976.00) ("Purchase Price"), which Buyer shall pay as follows: (i) Five Thousand and no/100 ($5,000.00) Dollars as Earnest Money in hand paid to Seller, receipt whereof is hereby acknowledged, to be applied to the Purchase Price at Closing; and The balance of Two Hundred Five Thousand Nine Hundred and Seventy Six and No/100 Dollars ($205,976.00) in immediately available funds on the Date of Closing. The Purchase Price is based on Property consisting of 26,372 net square feet at a price of $8.00/per net square foot pursuant to the survey obtained by Buyer. 2. Amendment to Paraggh 9. Paragraph 9 of the Agreement is hereby amended to read as follows: 9. TITLE INSURANCE BY SELLER. Seller has provided a title commitment for an Owner's Policy to Title Insurance ("Commitment') in the full amount of the Purchase Price issued by Land Title, Inc. certified to date and including proper searches covering bankruptcies, state and federal judgments and liens, committing to issue its policy of title insurance that insures that at closing Buyer shall have good, marketable title of record to the Property, free and clear of all liens, encumbrances, leases, claims and charges (except permitted encumbrances). Buyer has reviewed the Commitment and the time for title objections by Buyer has expired and all objections are deemed waived. 1 78594vi 0 3. Amendment to Para agr nh 11. Paragraph 11 of the Agreement is hereby amended to read as follows: 11. NOTICES. Any notices required or permitted to be given hereunder shall be in writing and shall be effective (i) when delivered personally, (ii) when received by overnight courier service or facsimile communications (provided that a copy of such notice is deposited in the United States mail within one (1) business day of the facsimile transmission) or (iii) three (3) days after being deposited in the United States Mail (sent certified or registered, return receipt requested), in each case addressed as follows (or to such other address as the parties hereto may designate in the manner set forth herein): If to Buyer: Halifax Development, LLC 4201 East Yale Ave Suite 200 Denver, CO 80222 If to Seller: City of Chanhassen 7700 Market Boulevard Chanhassen, Minnesota 55317 Attn: City Administrator with a copy to: Campbell Knutson, P.A. 1380 corporate Center Curve, suite 317 Eagan, Minnesota 55121 Facsimile: 651-452-5550 Attn: Andrea McDowell Poehler 4. Amendment to Paraeraph 16. Paragraph 16 of the Purchase Agreement is amended to read as follows: 16. CLOSING. The Closing Date of this transaction shall take place no later than May 6, 2015, (the "Closing' or "Closing Date"). The Closing Date may be accelerated by mutual agreement of the parties if all contingencies contained herein are satisfied prior to conclusion of the Contingency Period. At closing, Seller and Buyer shall deliver to one another the instruments specified herein. If Buyer elects, the Closing may occur at and through the office of the title company that will close Buyer's acquisition of property from Target Corporation, provided that the Seller shall not be responsible for any additional costs or expenses other than those identified in this Agreement. If Buyer fails to make such an election, the closing shall be at a location designated by Seller. Unless otherwise agreed by the parties in writing, in the event that any of the contingencies provided for in this Agreement are not satisfied prior to the Date of Closing, this Agreement shall be null and void and of no further force and effect. At closing, Seller and 1785v4vl 2 FA Buyer shall disclose their Social Security Numbers or Federal Tax Identification Numbers for the purposes of completing state and federal tax forms. 5. Amendment to Exhibit A. Exhibit A of the Purchase Agreement is amended as provided in Exhibit A attached hereto. 6. Counterparts. This Amendment may be executed in any number of counterparts or by facsimile, each of which will be deemed to be an original, but all of which, when taken together, constitute the same instrument. 7. Effect of Purchase Agreement. Except as provided herein, all terms and provisions of the Purchase Agreement shall remain in full force and effect. Seller and Buyer have executed this Amendment as of the date first written above. SELLER: CITY OF CHANHASSEN UA Gerhardt, City Manager BUYER: HALIFAX DEVELOPMENT, LLC By#u/V— -- Hans F Kuhlmann, Manager 178594v1 Legal Description of Property That part of Outlot A, CHANHASSEN RETAIL SECOND ADDITION, Carver County, Minnesota, according to the recorded plat thereof, that lies East of the West line of the East 198.31 feet of said Outlot A and South of the South line of Outlot B, of said CHANHASSEN RETAIL SECOND ADDITION. Property to be replatted prior to closing as part of a new lot and block together with additional property. I - :94%j 4 TO: CAMPBELL KNUTSON, P.A. 317 Eagandale Office Center 1380 Corporate Center Curve Eagan, Minnesota 55121 Telephone: 651.452-5000 ° FAX: 651452-5550 FILING OF DOCUMENTS COUNTY RECORDER REGISTRAR OF TITLES Please complete, date, and sign this form upon assigning document numbers for the documents listed below and give to the Carver County Abstract & Title Co., Inc. representative at the time of recording these documents. Carver County Abstract & Title will email the completed form to Jean Olson at iolsonnack-law.com CLIENT/MATTER: CITY OF CHANHASSEN / HALIFAX / WILLOW -MN, LLC CHANHASSEN RETAIL FOURTH ADDITION THE FOLLOWING DOCUMENT(S) Abstract Torrens WERE FILED: Quit Claim Deed – EDA to City Limited Warranty Deed from City to Willow -MN, LLC Deed from Target to Willow -MN, LLC Plat Site Plan Agreement Grant of Permanent Easement for Drainage and Utilities Zoning Lot Designation Partial Release of Development Contract with Dayton Hudson Document No. Document No. .ed'Y5y� 641 42-1? �OM l�d� �o at �j o'clock A.MA .mon D-eMfifimi*W, with the County Recorder / Registrar of Ti esA of Carver County, Minnesota. SIGNED: f, Thank you! v . 179414 .< AMC,, t First American Title Insurance Company '+ National Commercial Services 801 Nicollet Mall, Suite 1900 • Minneapolis, MN 55402-2504 Office Phone:(612)305-2000 Office Fax:(612)3052001 Final Settlement Statement Property: Unassigned West 78th Street, Chanhassen, MN File No: NCS-695612-MPLS 55317 Officer: Katrina Knutson/KK Settlement Date: Disbursement Date: Print Date: Buyer: Willow -MN, LLC Address: 4201 E. Yale Ave., Suite 200, Denver, CO 80222 Seller: City of Chanhassen Address: 7700 Market Boulevard, Chanhassen, MN 55317 12)312014 121312014, 9:09 AM Buyer Charge Buyer Credit Charge DescriIon SellerCherge Seller Credit Considendion: Total Consideration _ -- -- Adjustments: B De ' Direct to Seller Outside Closing TltblEscrow Charges to: Closing -Escrow Fee to First American Title Insurance Company National Commercial Services Recording Service Fee to First American Title Insurance Company National Commercial Services Search and Exam (Update from Existing Commitment) to First American Title Insurance Company National Commercial Services 210,976.00 5,000.00 250.00 25.00 210976.00 5 000.00 26.00 200.00 26.00 2,600.00 Policy -Extended ALTA 2006 Owners to First American Title Insurance Company National Commercial Services Endorsements to First American Title Insurance Company National Commercial Services Record Limited Warranty Deed - Cay to Willa -MN to First American Title Insurance Company National Commercial Services Record Ouit Claim Deed - EDA to City to First American Tide Insurance Company National Commercial Services Conservation Fee - Quit Claim Deed to First American Title Insurance Company National Commercial Services Record Site Plan Agreement, Zoning Lot Designation, Grant of Permanent Easement to First American Title Insurance Company National Commercial Services Conservation Fee - Limited Warranty Deed to First American Title Insurance Company National Commercial Services Record Plat to First American Tele Insurance Company National Commercial Services 46.00 5.00 - _ 16.00 46.00 _ 136.00 5.00 56.00 48.00 Record Partial Release of Development Contract to First American Title Insurance Company National Commercial Services State Dead Tax - Limited Warranty Deed to First American True Insurance Company National Commercial Services 896.22 State Deed Tax - Qua Claim Deed to First American Title Insurance Company National Commercial Services Disbursements Paid: SurfaceWater. Park Dedication, GIS Fees to City of Chanhassen Payment in Lieu of Stonmvater Construction to City of Chanhassen 1.65 45.00 25,000.00 18525.10 Stam Water Utility Fee to City of Chanhassen 7,5628o Full Park Fees to City of CheMeesen Funds Heid: Funds Held Estimated 2015 Taxes for Plat Recording and Application to Combine Real Estate Parcels 6,000.00 288849.70 Cash From To Buyer Cash To From Sellar 204 952.13 Inweis: Pagel Of2 u Continued From Page 1 Final Settlement Statement Settlement Date: Print Date: 12/31/2014 File No: NCS-695612-MPLS Officer: Katrina Knutson/KK Buyer Charae I Buyer Credk Charge Description I Seller Cha Seller Credk 271,849.70 271 849.70 ji Totals 1 210 976.00 ' 210,976.00 BUYER(S): Willow -MN, LLC, a Colorado limited liability company By: Hans Kuhlmann, Manager Initials: Page 2 of 2 Thanes J. t:ampbeit A egcr N. Knutson Thomas M. ieott Hiiutt R. Knelsch joss j. jansnik Andrea McDowell Pnzhlc, "ren 5#. DSattitk John F. Keiiy Hear; A. F- had frr, l i AGnx Schwartz Shanx N. Conklin Amy B. Schutt O"Vid H, Schutt-- B90 chultz 1 SSn ( "guna1C Canter Cure, Suit, 31- • rvgan. !try 55171 +6t-{52-500 Fac 65145'-5550 BA'M1.� 1:--�AW.Cnni CAMPBELL KNUTSON December 30, 2014 HAND DELIVERED Ms. Paulette Stevenson c/o First American Title Insurance Company National Commercial Services 801 Nicollet Mall, Suite 1900 Minneapolis, MN 55402 Re: City of Chanhassen — Halifax Development, LLC / Willow -MN, LLC Plat: Chanhassen Retail Fourth Addition Dear Ms. Stevenson: This office is legal counsel for the City of Chanhassen ("City"). For convenience, First American Title Insurance Company is referred to in this letter as `you" This letter ("Escrow Instructions") constitutes Escrow Instructions for the closing on the purchase agreement between the City and Halifax Development, which was assigned to Willow - MN, LLC ("Willow"), and for the release and recording of the plat for CHANHASSEN RETAIL FouRTH ADDITION and related land transactions. The City's closing documents and final plat mylar are enclosed herewith and shall be deposited and disbursed strictly in accordance with these Escrow Instructions. Attached to this letter is an acknowledgment by you of the receipt of this letter and your agreement to hold and disburse the final plat mylar and the above -referenced documents in accordance with the Escrow Instructions. Prior to undertaking any actions related to the Escrow Instructions, you must first sign and return a copy of this letter to me via fax (original to follow by mail). i have enclosed a self-addressed return envelope for your convenience. A. Documents. The City releases to you in escrow the following documents: 1. Resolution Approving Sale of Property - [EDA to City for Outlot A] 2. Resolution of City Accepting Conveyance of Property from the EDA to City 3. Quit Claim Deed — EDA to City 4. Resolution Approving Final Plat of Chanhassen Retail Fourth Addition 5. Limited Warranty Deed from City to Willow -MN, LLC 6. Mylar plat 7. Site Plan Agreement 8. Affidavit of Seller 9. FIRPTA 10. Zoning Lot Designation (must be executed and notarized by Willow) Page 2 Ms. Paulette Stevenson 11. Assignment of Vacant Land Purchase Agreement 12. Partial Release of Development Contract with Dayton Hudson 13. City Clerk's Certification to be attached to �w�Taniy Deed from Target to Re}ifax W; (IzW 14. Settlement Statement executed by the City (copy) ` Q4k tkkgM B. Closing Conditions. The escrowed documents are to be disbursed, if and only if, the following conditions have been met: Willow has provided to you a fully executed original of the Grant of Permanent Easement for Drainage and Utility purposes in the form attached. 2. Willow has provided to you a fully executed and notarized signature page for the Zoning Lot Designation to be inserted with the original enclosed document. 3. Willow has provided to you a fully executed original Application to Combine Real Estate Parcels in the form attach. Qa�"1M 4. Willow has provided to you a fully executed -Vi=T Ly Deed from Target to Halifax. You must affix the enclosed City Clerk's Certification sticker on the back of the Deed before recording. Q"Yh 5. You have received payment from Willow, for all recording costs and fees for the recording of the closing documents and the plat and all other documents identified herein or necessary to record the plat and other documents. 6. You have received the funds from Willow -MN, LLC for the remaining balance of the purchase price and closing costs in accordance with the settlement statement. You have received all documents that you deem necessary and are immediately prepared to record the deeds and plat mylars identified herein and release the executed documents and funds in accordance with the Vacant Land Purchase Agreement, Amendment to Vacant Land Purchase Agreement and Settlement Statement. 8. Please contact Jean Olson at (651) 234-6212 to obtain authorization from a member of this firm to proceed with the closing of the transaction. C. Closing Instructions. When the conditions under Section B of these Escrow Instructions have been met, you shall: 1. Disburse the funds received by Willow in accordance with the settlement statement via wire transfer; 179414 Page 4 Ms. Paulette Stevenson Agreed to and accepted this -; [ b ` day of December, 2014. First American Title Insurance Company e evens J/ _4-rly�„ 1/„ �vl 179414 Page 3 Ms. Paulette Stevenson 2. Record documents in the following order and prior to any transfer documents or other liens or encumbrances: a. Quit Claim Deed — EDA to City b. Limited Warranty Deed from City to Willow -MN, LLC C. Deed from Target to Willow -MN, LLC d. Plat C. Site Plan Agreement f Zoning Lot Designation g. Grant of Permanent Easement for Drainage and Utility purposes h. Partial Release of Development Contract with Dayton Hudson File with Carver County Taxpayer Services the Lot Combination Agreement. 4. Once all documents have been recorded with the County, please provide this office with the appropriate recording information by requesting the County Recorder to complete the enclosed blue "Filing of Documents" sheet and either e- mail it to the address on the blue sheet, or forward the same to me in the self- addressed envelope provided. The City will not permit the developer to start work on the project until we receive the recording information; 5. Have a copy of the recorded documents returned to the undersigned after recording; 6. Deliver to the undersigned one original of all other closing documents (or a copy if an original is not available). D. Closing Date. Unless you are able to close this transaction before the end of this year, 2014, you shall return the Escrowed Documents to me, unless you receive other instructions from the respective parties. Very truly yours, CAMPBELL KNUTSON, P.A. By: Andrea McDowell Poehler qMp rno� Enclosures 179414 STATS OF MHRESOTA COUNTY OF CARVER The foregoing inatr=ent area (a0mmled�ege��d�.dltldevtmaln.Pfnant before me this VA flay of Novombor, 1992, h1' n.n¢eby -�w✓ ��-+tir�• actively, ��77e�� �— � ii.,,, �•• A ,�f of the Eoua Authority in and fcr the City of Chanbaseen, a public body, corporate and politic, under the laws Of the State of Minnesota, on its behalf. V Catharine Soechea, Enquire Target Stores 33 South Sixth Street Minneapolis, MN 64902 (612) 770-5765 MAArx1.FRGEU1/A07 —, ®xo9RralIWd�1hAE$OA ! ryo Oum�yis OFFICE OF COUNTY RECORDER 9TATEOFMINNE6OTA COUNTY OF CARV RInp Fea TOIe Is to caul that this ooC��K_�1117777����eeeent w Int off coo ho iSay a I .Di1 0'0 "k ent .dna AS duty M00rdad as umno. z423z4 C.4 W. HANSON JR. a.„ full fore, and effect until 11[59 P•m• on Decembor 51. 2032, UPon termination of thin Declaration, all right, and Privileges derived team and all duties and obligations crested and imposed by the Proviaiew of tbi. Dooleration, except novel t sftotheytaor a ate Or runtioOad above, shall terminate and effeatl providad, hcvevar, that Che torninaticn of this HDoo �athat tlon 'all not limit or affect any remsdY at law or in equity Target may have against any Owner or Oooupant with respect to AMY liability or obligation arising or to be performed under this Declaration Prior to the date of such termination, u; wITNESS wM'IROP, the Parties have ceueed this Deolaration to be executed effective ae of the day and Year first above written, DOUSING AND REDEVELOPNEN'f AOTSORITy IN AND PCR THE CITY OF C&WQWEEH vDavelopera) R.? By ams -----_ Title A7IN6 By x(2 D 5__ Name Title i1%Lu�Y '¢ biP��NR 5.5 None of the terms or provisions of this Declaration shall be deemed to Create a partnership between or ameng nor shall SL Target in their respective bualnceaes or otherwise, Cause them to be Considered joint venturers or members of any Joint enterprise. 5.9 Nothing herein contained shall be deemed to be a gift or dedication of any portion of the Shopping center or of any Tract or portion thereof to the general public, or for any public use or purpose whatooever. Except as herein specifically provided, no right, privileges or iamunitiea of Target or any owner shall linure y be to the benefit of any third contained nor shall any doomed to be a beneficiary of any of the provisions contained herein. 5.10 Time is of the oasence of this Declaration. 5.11 Whenever performance is required of any Person hereunder, such Person shall use all due diligence to Perform and take all necessary measures in good faith to Perform' provided, however, that if completion of performance shall be delayed at riots* time by reason of sots of cod, war, civil oommotion, strikes, picketing or other labor disputes, unavailability of labor or mavorialo, damage to work in progress by reason of fire or other casualty, or any cause beyond the reasonable control of Much perso:., then the time for perforoance as herein spaoif 0d shall be l appropriately extended by the socunt of the delay Y go caused. The provisions of this section shall not operate to excuse any Person from the prompt payment of any monies required by this Declaration. ARTICLE V1 TERN 6.1 T rm of th ie n alarat ion. This Declaration ohall be above written and shell continue in effective an of the dato first 16 - 5.5 the eingeler swat required by all tho con cance led be ed, a Plural or thio e�rea land (11)Ix of tm4al�o remini and �t a�eI and the ler rde a wp gander,,and vice tattr aata Man rolloviag inga, °such ase matter ll not be aepetry a^Y general t ' or words of 3 to SpoclPic 8�e tO lSmit aaoh tat statement or "natation, soon St Whethor s�tem"t, rrm aza� or ad With as 'I t-0ezelmltatlon^r or puL, one" not limit,, ",_ r Items Or a ra ar shall be to Within the broadeeto 11 at Scapa of soca ea ettaat could reaaonab y fail =scent, terms er tetter. s•6 LIvalldatlon of say of the Draviela hereof ortion of �O be,, on prcvlatonS� o a nYereon judgment Or or th court ostler t1+aMor 1^ Lala and the Same Shall rose's application p scat on thyerea=e o a ry otct ath the other 5,7 This n0 urfect. currentlah ovner (p) oli edtbY sty ntyet ended tY. Snd only by, e 4reetent Percent (75 of the vQIOP1r We.. 4) or the apptwed n writ o int tee wa end sevonty Plve Daro°t !n the be epppntyy wlthh ldby itrofS��bo onI which aPDrgot Tract not Providedand, ate vhero Lbs yha vB 0 4 1Y when recorded materiallyhowevr that no soar piing can greater amendment tar is I°ceted! or "argot obi Mica °he13 lupoce any Q t or it, Tract or °^' or material! or such Person. an pW11ar or Its Y =mPalr any right, ourrent NO tenor, oca Treat Without the o0 enforce nto Pee owners Gra of the Target er Person, scent My or getovj °tbor than than o na�a^da¢nt DeSz rinposS alone aaY aafrgrI&l2bwidea ll A tuWev r, rthat no shat 0 any Sally !a or Its Tract WStl�out the c*Mont of er4abip nstTrattloraanpOwner 5.3 y notice aoyd 0 ommunica ion 91 and, Snatruatlon or or lnatramant ereou or eoried here Other ratting and shall ted Pursuant under Or under Federal either (a) del *rat:* 4erato 'hall be in Por overnlgp de11V other nationally ren Pereonallyr (b) asst by certirled SvB1Y or (o) sent b ognired a aIstearvlca) or addressed otthe Psrtlas a�tbair ro acted, Poaieye pgpop Q daliverad 4a11 be of Festive dregoes set to same a ed radoral gupraeonallY. (Sf) one buetneava (S) upo rsoelpt, it eervtcit, Soo'ant by Fede elothor BrPraea(or nationally ertaynrleaa lvarY ier (or ,ri COUr issog:isod reoo business da oerilaa) Por overni Y suss other nationally or notice byes .1. after deposit P arty In thh mail,, m 11ed by registered rilce Y ma of Its harovit}r, of a notic¢ su ah�ge In receipt of e ncoosyanoe 11ouving and 1f to Develalserr 90 and or RoedCity of O-OMOnt Authortty Chenheseeoir Drive CDMbas'M If to Targets rNN 5 5 347 0myton Hudson Cosporat>on Atttnnet Stereo-geal Sst4to 33 S. s PIVtY A ministratio NSMeapolie, MR eet $5402 55403 Saab Party an...ddr sponsible for s otifY n9 the oth9r party oe MY change of8 ll delivered or who: dellv¢ry 'OtiSa rofuees be @'seed 91von when roon h hd d. 4 u�noth and and Da ll rinure a4a11 conatituta covonanto 5 wlt4 onoflt of and b., and easigne, tbo slgnatorie' hereto and elthe ro¢peotive successes 14 operate, or cause to be operated a business or any particular business on my portion of the Developer Tract. ARTICLE v NisadLLMEODs 5.1 No waiver by Target of any violation of this Declaration shall be effective or binding on Target unless made in writing by Target and no such waiver shall be implied from any omission by Target to take action in respect to such default. No express written waiver of any violation shall affect any other violation or cover any other period of time other than any violation and/or period of time specified in such express waiver. one or more written waivers of any violation under any provision of this Declaration shall not be deemed to be a waiver of any subsequent violation in the performance or the same provision or any other term or provision contained in this Declaration. 9.1 Target Shall have the right to prosecute any proceedings at law or in equity against any Owner and/or occupant and/or any other person violating or attempting to violate any of the provisions of this Declaration and to recover damages for any such violation. Ruch proceeding shall include the right to restrain by injunction any violation or threatened violation by another of any of the terms, covenants, or conditions of this Declaration, or to obtain a decree to compel performance of any such terms, covenants, or conditions, it being agreed that the remedy at law for a breach of any such torm, Covenant, or condition is not adequate. All of the remedies permitted or available to Target under this Declaration or at law or in equity shall be cumulative and not alternative, and invmcation of any such right or remedy shall not constitute a waiver or election of remedies with respect to any other permitted or available right or remady. on-site employee training by an occupant incidental to the conduct of its business at the Shopping Centers (xix) Moro than two fast food restaurants. (C) NO Owner or Occupant shall we, or permit the use or, Hazardous Materials on, about, under or in its Tract, except in the ordinary coarse of Its usual business operations conducted thereon, and any such use shall at all times be in Compliance With all Environmental Laws. Each Ower and Occupant shall indemnify, protect, defend and hold harmless Target from and against all chime, suite, actions, demands, costo, damages and losses rr any kind, including but not limited to coats of investigation, litigation and remedial response, arising out of any Hazardous Material used or permitted to be used by such Owner or occupant, whether or not in the ordinary course of business. (D) Developer shall maintain Outlet.A in its natural, wooded state and in a clean and safe condition. Developer shall not erect, place, maintain or permit any other Person to erect, place or maintain arty improvement, including, but not limited to, any building, structure, curbing, paving or fencing, but expressly excepting natural vegetation and other trees and plants, on, over or across the portion of outlet A legally described on Exhibit H and shown on Exhibit A. (H) The word -Targets shall not be used as part of any name used to identify the Shopping Center or any business or trade Conducted oil the Developer Tract. (y) Each owner shall use its beet efforts to cause the employees of the Occupants Of its Tract to park their vehicles only on such Tract. (0) This Dselaraticn is not intended to, and does not, create or impose any obligation on an Owner to operate, continuously - 12 - (viii) Any eutarobkle. trunk. trailer or zeareatlonal vohioles Sales, loaning. display or repair$ (ix) Any bawling alloy or Skating rink$ (x) Any theater/ (z1) Any living goartereI sloepin4 spordO°t°• or lodging zooms' Any ani°al raising facilities (except that this (x11) prohibition shell not prebSl+it Pat eh°P° or a veterinary C3. inic)t (xlii) AnY mortuary or funeral homes (xiv) Any establishment .Selling or. exhibiting 1. Pornographic materials; or er (W) Any bar, rtavern. annual grog restaurant from reasonably PojeoteQ tion exo¢eQe establishment shoes re for on-pr®Saes cnn.Simp f. sale c nt (40%) beverages forty percent (400) of the 9r°p8 revenues of Such business$ (xvi) Any health Spa, fitnose center or workout facilityf (xvii) Any flea DaryaC, amusesent or vide° arced°• • or dame he'll pool or billiard hall, oar wast (xvili) W training or edueatlonel fae11ity.,ego including bazbor 00 tons reeding but not linito, f°ibeauty in�ruatfen aor mother operations catering al rco . planes primarily to Students or trainees ratter than to auetosez provided however• this Prohibition Shall not ba applicable to - 11 - (xi) A maximum of two fast food restaurants, (8) The foregoing ,,atwithstanding, the following uses eball not be Permittad on Outlet B of the Developer Tract, (i) Any use which omits an obnoxious odor, noise, or sound which can be heard or smelled outside of any building in the Shopping Center, .(il) Any operation Primarily used '. operation a varertouse end any assembling, manufacturing, distilling, refining, awaiting, agricultural, or mining operation; (iii) Any "second hand" store or "surplus" stored (iv) Any mobile home park, trailer court, labor coMP, Junkyard, or stockyard (except that this provision shall not prohibit the temporary use of construction trailers poring Periods of ccnetruotion, reconstruction, or maintenance), (v) Any 4"RPing, disposing, incineration, or reduction of garbage (exclusive of garbage compactors located near the rear of any building), (vi) Any fire Sale, bankruptcy sale (unless pursuant to a court order) or auction house operation, (vii) Any central laundry, dry cleaning plant, or laundromatl provided, however, this prohibition shall not bs applicable to on -Site service oriented to pickup and delivery by the ultimate consumer, including nominal supporting dfisectriilcts tiesi es the same may be found in retail shopping In looetedl di the metropolitan area where the 811oPpi,9 Center or (iii) demolish the damaged portion wWor the balance of ouch building improvemonts and restore the cleared area to either a hard surface condition or a landmoaped condition. such Owner shall have the option to choose which of the foregoing alternatives to perfo=, but ouch Owner shall be obligated to perform one of such alternatives. Bach Owner shall give notion to the Owner of the Target Tract wa2hin ninety (90) days fro® the date of such casualty of which alternative it elects. ARTICLE IV Ueee 4.3. (A) The following uses shall be permitted on outlet B of the Develops Tract: (i) Day care centers (i i) standard reoteur:•s,Cst (iii) Retails (iv) pinancial institutions, including drive-in services (v) Newspaper and small printing offioess (vi) veterinary clinics (vii) Offices; (viii) Health care facility$ (ix) Gorden center (if completely enclosed); (x) Bare and taverna, if not more than 608 of gross revenue is derived from the sale of intoxicating liquor# and - 2 - moohauicai equipment or similar appurtenance located on the roof of such building. Any Owner shall have the right to install, maintain, repair, replace and remove Comnunioations equipment on the top of the building on its Tract which may extend above the height limits established above# provided, however, such Communication Equipment shall be got back from the front of the building to reduce visibility thereof by Customers and acreanad by pitched roofs. As used herein, the phrase "Communications Equipment" means Gush things as satellite and microwave dishes, antannoo and laser heads, together with associated equipment and sable. (A) After completion of oonetruction, each owner covenants and agrees to maintain and keep its Tract and the building and other improvements located on its Tract in first-class condition and state of repair, in compliance with all governmental laws, raise, regulations, orders, and ordinances exercising juriadiction thereover, and in compliance with the provieicne of this Declaration, including the architectural guidelines set forth on Exhibit C. each Owner further agrees to store all trash and garbage in adequate containers, to locate such containers so that they are not readily visible frrm the parking area, and to arrange for regular removal of Such trash or garbage. (a) in the event any of the building improvemanta are damaged by fire or other casualty (whether insured or not), the Owner upon whose Tract Such building improvements are located immediately shall remove the debris resulting from Such event and provide a Sightly barrier, and within a reasonable time thereafter shell either (i) repair or restore the building icprovements so damaged to a complete unit, such repair or restoration to be performed in accordance with all provisions of this Declaration, or (ii) erect other building improvements in such location, such ocnetn ction to be performed in accordance with all provisions of this Declaration, -a- (a) The oevelopar and Target hrvp spread upon architectural quiflol lees for the exterior of all buildings to be �ronst s been. pyaCafl or yooatsd within the pavalopnY Treot, such guidelines being attached IOGherto an Exhibit C. In order to lnsvre compliance with such gvidallnae. each owner and/or occupant shall submit ea Target (.plans") ne required by gxbSHit b attaches hereto detailed plans ( building the initial constreotio ion Of alteration which cowering Yeennetramt additions. remodeling. roval prior to the commenoapent e exterior thereof for app disapproval or Chacxiea the Upon the issuance of any shall of any such work. P the submitting owner and Tnrget roved plans tar the PrOPosea work. sacossendation for change, mutually consult to establish app withhold aPProval arbitrarily or unraf exterior or Target shall not i) 14 appal of exterior reaLly "l y witbhe svbstantiaLlY oalarge of the Plansi ) exterior reoonetrxetion which does not eithsY cheeps an existing an existing structure or eubetsntinlly structure] 1) raoompand any changes that are inconsistent with any le etCbitecWzal and/or dcaign standards astsbliahe by the app limb or a) Yeoommend any Changes that are City of cnanhasseni it C. In no a standards set forth !n Exhibit standards inconsistent with the require any decor to utilise design event sh'.11 Target Twat in the construction of O'Pa or to those utilized by royal of Plans by Target shall not buildings on its Tract. aPP naibility, for the accuracy. constitute assumption of reepc ereof. thnor shall ouch approval y eutfioienov, or Propriety warranty that the plane aom4 Y with constitu' . r' presentation orlajao shall be sada tros the applicab.' saws. No satetiEls p for written approval. approve Plane without Tarp et r structure located on the oevin eloper (C) bo building or othe4.2 Tract (exclusive of any tree standing sign referred to in •2 hereof) scaly exceed twenty-five (g5) test in height. t of any building or structure shall be sassured of the The helgh perpendicular frog the finished floor elevation a the eP roof structure. including any aaxeening. parapet, yenthoune, - 7 - shall also be created fifteen (is) additional parking specs for each one thousand (l,000) Square feat of Floor Area devoted to such use. If am Occupant of the Davalopor Tract operates a Restaurant incidentally to its primary business purpose, then so long as such Incidental operation continues, the portion of the Ploor Area occupied by Such Restaurant Shall be excluded from the application of (iii) and (iv) above. For the purpose of this clause only, a Restaurant Shall be an "Incidental operation" if it occepioe lees than Seven percent (74) of the Occupant's Floor Area and does not have a "eparate customer entry/exit door to the outside of the building. In the event of a condemnation of part or the Developer Tract or Sale or transfer in lieu thereof that reduces the number of usable Parking spaces below that which is required herein, the Owner whose Tract IS sa affected shall use its beat ;efforts (incluaing using proceeds from the condemnation award or Settlement) to restore and/or substitute ground level parking spaces in order to comply With the parking requirements set forth above. If Such compliance is not possible, Such Owner Shall not be deemed in default hereunder, but such Owner shall not be permitted to expand the amount of Floor Area located upon its Tract. If Such Floor Area is thereafter reduced, then it may not subsequently be increased unless the parking requirement is satisfied. ARTICI.B III BSIIIDING XMPROV8NENTe (A) While it Sa acxnowledged and agreed that no Owner shall have an obligation to either someone construction, or complete construction once started, of any buildup on its Tract, all buildings Shall be located only within the Building Argas. - 6 - Any words used in this Declaration that are not expressly defined in this Declaration shell have the morning assigned to them in the zoning ordinances of the City of Chanhaasen, Minnesota, unless the context clearly indicates that such meaning could not have been intended. ARTICLE II PAW -No The parking area on eavh separate Tract comprising the 'xvelopar Tract shall contai:I sufficient ground level {arking . •see in order to comply with the following minimum ruquirementsi (i) five (5.0) parking spaces for each one L•hcuaand (1,000) square feet of Floor Areal (ii) if a business use contains a drive -up unit (such as remote banking teller or :food ordering/dispensing facility), then there shall also be created space for stacking not lees than five (5) automobiles for each drive -up units (iii) for each single Restaurant which has lean than five thousand (5,000) square foot of Floor Area, then them shall also be created five (5) additional parking spaces for each one thousand (1,000) aquare fact of Floor Area devoted to such use; (iv) for each single Restaurant which has at least five thousand (51000) square feet of Floor Area, but lees than seven thousand (7,000) square feet of Floor Area, then there shall also be created ten (10) additional parking spaces for each one thousand (1,000) square feet of Floor Area devoted to ouch use; (v) for each single Restaurant which has seven thousand (7,000) square fast of Floor Area or more, then there - 5 - tea DSveloPer Tract owned by it which accrue during the period of sues oymetehlp, and such liability shall continue with respect to any portion transferred until soch owner treaafore all or its rth below interest in such portion and the notice of trmwforot nal liability is given, at which time the transferring ovnsr's Per for obligations shall terminate. An owner tranofarring all or any portion of its interest in the Developer. Tract shall give notice to Target of such transfer and shall include therein %t least the follcwing information, (1) the name and addreee of the new owner: w.i (Si) a copy of the legal description of the portion of the Developer Tract transferred, until the nctics of transfer io given, the trameferring owner shall (for the purpose of this Agreement only be the trans eorae'e agent. 1.7 person. epereono shall "en any ndividual, partnarehlp, firm, association, corporation, trust, or any other toren of business or government entity. n t "Permittee• shall mean all ooaopante and the 1.6 g�.5—_• customers, of directors, employees, agents, ooRtxamtmra, vendors, suppliers, visitors, insofar as tech activltles U%tG,and e to concessionaires of Ocovpa the intended we of the shopping center. 1.9 m%twumnt, "Rostaurants shall mann any operation or ires a t, license authorizationinceb n for prepare and/or governmental afood or either on OrOff site consumption. 1.10 Tract. "Tract" Shall scan that portion of the Developer Tract owned by an owner and/or used or occupied by an occupant, as the gentext indicatoo. .a- any apace used for building utilitisa or nachanical equipment. within thirty (30) day. of a request, an ownrt shall ecertify to the each of the Target Tract the amount of Ploor Area applicable to Luilding on its Tract, if any owner causes an as -built eurvey to be prepared with respect to any portion of the Desloper , such owner shall furnish a copy of the survey to thev0wncr Tract of the Target Tract for informational purposes only. During any Pacied of rebuilding, repairing, replacamont or raovn ion of a building, the Floor Area of that building shall be deated to be the enure as eriated immediately prior to that Period' Upon completion of such rebuilding, repairing, replacement or reconstruction, the Owner upon whose Tract such building is located, shall cause s new dotersination of Floor Area for such building to be made in the manner described abcvo, and such determination et.:11 be cent to the owner of the Target Tract upon request. 3.4 9&Zazdeue w Pat= leum a#°a°rd°ae M.aterlales shah mean p oducta and byproducts; asbestos, polychl biphenyls, radioactive morinated aterials, e%plosivee and all other chemicals, materials or aubatenoe° defined so hazardous or as a Pollutant or a contaminant in, or the release or disposal of which is regulated by, any Environmental lay. 1.5 QypMt, "occupant, shall mean any person from time to tlme entitled to the use and occupancy of any portion Cf a building on the Developer Tract under an Ownership right or any lease, sublease, license, concession, or other similar agreamont. 1.6 owner,towner^ shall mean Developor and Developer0s successors end assigns who become owners of any fee interest (including contract venders, but not COWdst vendors) of any portion of the Developer Tract. Each owner of the Developer Tract shall be liable �.or the performance of all covenants, and undertakingo herein set Porth with obligations respect to the portion of 3 wench ere for thebea.rit present and future thhonesexoofr of the Tlrget property and Inch owner, K=t TRMMFOEE, in consideration of the pramlaea and other good and veluablo corrlidaration, the receipt and sufficiency of which Developer heresy makes all eaknovleflgea, Developer hereby deal.. and of the Developer Tract subject to the following covenants, conditions and restrictiona, which shall run With the Developer Tract ane be binding on all pen As having any right, title or interest in the haveloPar Tract or any part thereof, helre, successors and aa,igne, and Which shell their inure to the benefit Of each owner, Present and future, of the Target Tract, ARTICLe I DEFIlrITIONa 1.1 areae on the COV-2-perer WiAro" hall me Treat within [hln Lan the limited which building, (which for the purpose of this Declaration shall Include any appurtenant oenople., supports, loading cook,, truck raape may be oottatrueted, and othcr outward extene lone) placed or located. 1.a Ehwlr federal, state, "Environmental lawn shall mean all ordrnanoee �' municlpel, local Ina other statute., law,, IM ragulatiaha which relate health or the environment, all an to or deal with human may be amended from time to time. 1.1 Plpar�r , "Floor Area" s'u're feet of a shall mean the Iocual number of pane con r bad on each floor within a building, exterior any meetenine or 6asesent spans, as measured from thI exterior taa,s of the exterior walls or store front and/or the center line of any oommon Waller Prwi7od, howeve following cross shall not be Included in .uch oglwir, that the gtloAe, office specs used by the occupant for administrat" purposes and which is not open or aeoeaeibls to the general publ;.or any mull!-deak/platYora the upper levels Ofareas used for storage of merchandiser end y23N 119i9LCaW1a,GYREaI9.111W.n9 DEDLARATION OF RBBTRICTIVE OCPBIACTe 22110 DECIARATION, made Chia L day of 9 the Hous"m CNANflA86Et7 AND REOEVSLOPREIiT 1992, by ADTEORXTY IN AND FOR THE CITy OP ( Developer-), a public body, aorparata and pontic, under the leve of the State of Minnesota, WITMWOR 8r WREREAS, Developer to the fee Owner of a certain real property locelateatedof in the city of Chanhassen (the nCitya), County of Carver, xinneaota, legally described as Outlets A and B, Chanhassen Retail Addition (the •Developer Tract*)I and WREREAS, Target in the fee vwner of let 1, Black 1, Chanhassen Retail Addition (the -Target Tract -)7 and I..aR2AS, the Uevcloper Tract and the Target Tract (collectively, the -Shopping Center-) are contiguous and adjacent to each other as shown on the site plan attached hereto ae Exhibit A (the "Site Plan^)! and NNHB&18, Target intends to build and operate the Target Tract$ end a retail store on '0iEREA8, Developer intends dthat the Deveiager Tract be developed and, operated for ennpetible purposeaE and "ERP,AN, Developer and Target intend that their respective tracts be developedand operated in conjunction with each other as !stearal Parte off a retail shopping complex) and WEERBAS, in order to effectuate this plan and in order to induce Target to build and operate a Target storm, on Tract, Developer deairee to subject [Am, Target the Developer Traot to certain oovcnanta, conditions and restrictions hereinafter not forth, all EXHIBIT A Lots 1, 2, 3, 4, and 5, Block 1, Burdick Park 2nd Addition, aCLording to the recorded plat thereof, and situate in Carver County, Minnesota, except that part shown as Parcel 205 on Minnesota Department of Transportation Riqht of Wav Plat Numbered 10-1, filed in the office of the County Recorder as Document No. 112541. Abstract Property Filing FaeNILLL.L— Thle Is to certify hat ih document wad,� �/�111�,�aCCC In 4i��I�� offlco onlheyday 0 79nd wasD.Stdu ne o'clock M. and wu duly rocorded ea d umentno. 142312 W.HANSONI cw..n N. ,=eet Maintenawe. The Developer shall be responsible for all street maintenance until streets within the subdivision are accepted by the City. warning signs shall be placed by the Developer when hazards develop in streets to prevent the public fr:,m traveling on same and directing attention to detours. If streets become impassable, the City say order that such streets ahall be barricaded and closed. The Developer shall maintain a smooth roadway surface and provide proper surface drainage. The Developer may request, in writing, that the city plow snow on the streets prior to final acceptance of the streets. The City shall have complete discretion to approve or reject the request. The City shall not be responsible for reshaping or damage to the rtreet base or utilities because of snow plowing operations. The provision of City snow plowing service does not constitute final acceptance of the streets by the city. O. soil:yreatment syagw. If soil treatment systems are required, the Developer shall clearly identify in the field and protect from alteration, unless suitable alternative sites are first provided, the two soil treatment sites identified during the platting process for each lot. This shall be done prior to the issuance of. a Grading Permit. Any violation/disturbance of these sites shall render them as unacceptable and replacement sites will need to be located for each violated site in order to obtain a building permit. P. Variances. By approving the plat, the Developer represents that all lots in the plat are buildable without the need for variances from the City's ordinances. Q. Comolianpe with Lwe ordinancas. and Regulations. In the development of the plat the Developer shall comply with all laws, ordinances, and regulations of the following authorities: 1. City of Chanhassen; 2. State of Minnesota, its agencies, departments and commissions; 3. United States Army Corps of Engineers; 4. Watershed District(s); S. Metropolitan Government, its agencies, departments and commissions. R. ppggf of Title. Upon request, the Developer shall fur;iish the City with evidence satisfactory to the City that it has the a%:thority o` the fee owners and contract for deed purchasers too enter into this De•?elopment Contract. Soil Tom. :+jit, one. Iter Deleted. T. Soil correction. The Developer shall be responsible for soil correction work on the property. The City makes no representation to the C,eveloper concerning the nature of suitability of soils nor the cost of correcting any unsuitable soil conditions which may exist. GC -8 H. Release. This Contract shall run with the land and may be recorded against the title to the property . after the Developer has completed the work required of it under this Contract, at the Developer's request the City Manager will issue a Certificate of compliance. prior to the issuance of such a certificate, individual lot owners may make as written request for a certificate applicable to an individual lot allowing a minimum of ten (10) days for processing. I. Insurance. Developer shall take out and maintain until six (6) months after the City has accepted the public improvements, public liability and property damage insurance covering personal injury, including death, and claims for property damage which may arise out of Developer's work or the work of its subcontractors or by one directly or indirectly employed by any of them. Limits for bodily injury and death shall be not less than $500,000 for one person and $1,000,000 for each occurrence; limits for property damage ohall be not less than $200,000 for each occurrence; or a combination single limit policy of $1;000 000" -or more. The City shall be named as an additional insured on the policy, and the Developer shall file with the City a certificate evidencing coverage prior to the City signing the plat. The certificate shall provide that the City must be given ten (10) "ya advance written notice of the cancellation of the insuranci'. the certificate may not contain any disclaimer for failure to give the required notice. J. Remedies. :ash right, power or remedy herein conferred upon the city is cumulative and in addition to every other right, power or remedy, expressed or implied, now or hereafter erising, available to City, at law or in equity, r under any other agr^_ement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such ord.ir 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. R. aesiana ib lite. The Developer may not assign this Contract without the written permission of the City Council. The Developer's obligation hereunder shall continue in full force and effect even if the Developer sells one or more lots, the entire plat, or any part of it. i. Construction Hours. Construction equipment may only be operated in the plat between 7:00 a.m. and 6:00 p.m., Mondry through Saturday. Operation of constniction equipment is also prohibited on the following holidays: Now fear's Day, Memorial Day, July 4th, Labor Day, Thanksgiving Day, ^hristmas Eve Day, and Christmas Day. M. ygpess. :.11 access to tha plat prior to the City accepting the roadway improvements shall be the responsibility of the Developer regardless if the City has issued buildirg permits or occupancy permits for lots within the plat. OC -7 F. In addition to the charges and special assesrments referred to herein, other charges and special assessment* may be imposed such as, but not limited 1o, sewer availability charges ("SAC"), City water connection charges, City sewer connection charges, and building permit fees. 20. Developer's Default. In the event of default by the Developer as to any of the work to be performed by it herelit&WO the city may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by thO city, provided the Developer is first given notice of the work in default, not less than four (4) days in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. sl. Miaocllaneoaa. A. Construction Trailers. Placement of on-site construction trailers and temporary job site offices shall be approved by the City Engineer as a part of the pre -construction meeting for installation of public improvements. Trailers shall be removed from the subject property within th'1rty (30) days following the acceptance of the public improvements unless otherwise approved by the City Engineer. B. poet+.l service. The Do-toloper shall provide for the maintenance of postal service in accordance with the local Postmaster's request. C. Third Parties,@. Third parties shall have no recourse against the City under this Contra^.t. D. gram of Contract. Breach of the teras of this Contract by the Developer shall be grounds for denial of building permits, including lots sold to third pariies. E. t+jyity. If any portion, section, subre :tion, sentence, clamse;.;paragraph, or phrase of this Contract is for any rose= held invalid# -;such decision shall not affect the validity of the remaining "portion'of th:s Contract. F. Buiidlinc Permitg. Building permits will not be issued for constructing homes in the plat until sanitary sewer, vatermain, and stokes sewer have been installed, tested, and accepted by the City, and the streets needed for access have been paved with a bituminous surface. G. Waivers/Amendmintp. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of tho City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or r.lease. GC -6 pay requests, processing securi reductions, and final acceptance of improv^^gents. This fce floes not cover the City's cost for resident construction inspections. The fee shall be shall be calculated as follows: i) if the cost of the construction of public improvements is less than $500,000, three percent (34) of constructior costs; ii) if the cost of the construction of public improvements is l,etween $500,000 and $1,000,000, three percent (3t) of construction costs !or the first $500,000 and two percent (2t) of construction costs over $500,000; iii) if the cost of the construction of public improvements is over $1,000,000, two and one-half percont (2ht) of construction costs for the first $1,000,000 and one and one-half percent (1#t) of construction costs over $1,000,000. Before the City signs the final plat, the Developer shall deposit with the City a fee based upon construction estimates. After construction is completed, the final fee shall be determined based upon actual construction costs. The cost of public improvements is defined in paragraph 6 of the Special Provisions. B. In addition to the administrative fee, the Developer shall reimburse the City f -r all out-of-pocket costs incurred by the City for nrovidi.ng public construction inspections. This cost will be periodically billed directly to the Dovelooer based on the actual progress of the construction. Payment shall be dtie in accordance with Article 17E of this Agreement. C. The Developer shall hold the City and its officers and employees harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from plat approval and development. The Developer shall indemnify the City and its officers and employees for all costs, damages, or expanses which the city any pay or incur in consequence of such elai.ss, including attorneys' fees. D. In addition to the administrative fee, the Developer shall reimburse the City for costs incurred in the snforcoment of this Contract, including engineering and attorneys' fees. E. The Developer shall pay in full ;ill bills submitted to it by the City for obligations incurred under this Contract within forty-five (45) days after receipt. If the bills are not paid on time, the City ray halt all plat development work and construction, including but not limited to the issuance of building permits for lots which the Developer may or may not have sold, until the bills are paid in full. Bills not paid within thirty (30) days shall accrue interest at the rete of et per year. GC -5 and burlappad. The trees may not be planted in the boulevard (area between curb and property line). In addition to sm_v mod rPfitired as a part of the erosion control plrn, Plan s, the Developer or lot purchaser shall mod the boulevard area and all drainage ways on each lot utilizing a minimum of four (4) inches of topsoil as a base. Seed or sod shall also be placed on all disturbed areas of the lot. If these improvements are not in place at the time a certificate of occupancy is requested, a financial guarantee in the form of cash or letter of credit shall be provided to the City. Improvements are to be completed during the first growing season after issuance of the certificate of occupancy. After satisfactory inspection, the financial guarantee shall be returned. The City has established the financial guarantee at $1,000.00; however, this may be increased annually based upon cost. These requirements supplement, but do not replace, specific landscaping conditions that may have been required by the City Council for project approval. 11. Warranty. The Developer warrants all work required to be performed by it against poor material dnd faulty workmanship for a period of two (2) years after its completion and acceptance by the City. All trees, grass, and sod shall be warranted to be alive, of good quality, and disuse free at the time of planting. All trees shall be warranted for. twelve (11) months from the time of planting. The Developer or his contractor(a) shall post a letter of credit, other security or nursery warranty acceptable to the City to secure the warranties at the time of final acceptance. 14. Let Plans. Prior to the issuance of building permits, an acceptable Grading, Drainage, Erosion Control, and Tree Removal Plan shall be submitted for each lot as required in the Spacial Provisions, for review and approval by the City Engineer. Each plan shall assure that drainage is maintained away from buildings and that tree removal is consistent with city Ordinance. is. Existing Assessments. Any existing assessments against the plat will be re -spread against the plat in accordance with City standards. it. Street Lighting. Item Deleted. 17. street signs. All street name and traffic signs required by the Cite as a part of the public improvements on the Target development site shall be furnished and installed by the City at the sole expense of the Developer. 1t. Item deleted. 19. Responsibility for cost.., A. The Developer shall pay an administrative fee in conjunction with the installation of the olaL improvements. This fee is to cover the cost of City Ste If time and overhead for items such as review of construction documents, preparation of the Development contract, monitoring construction progress, processing GC -4 debris, including blowables, from streets and the surrounding area that has resulted from construction work by the developer, its agents or assigns. 9. Acceptance and Ownersbip of improvements. Upon completion and acceptance by the City of the work and construction required by this ^ontract, the improvements lying within public easements shall become City property. After completion of the improvements, a representative of the contractor, and a representative of the Developer's engineer will make a final inspection of the work with the City Engineer. Before the City accepts the improvements, the City Engineer shall be satisfied that all work is satisfactorily completed in accordance with the approved plans and specifications and the Developer and his engineer shall submit a written statement attesting to same with appropriate contractor waivers. Final acceptance of the public improvements shall be by City Council resolution. 10. Claims. In the event that the City receives claims from laborers, materialmen, or others that work required by this contract has been performed, the sums due them have not been paid, and the laborers, m-Aterialmen, or others are seeking payment out of the financial guarantees posted with the city, and if the claims are not resolved at least ninety (90) days before the security required by this Contract will expire, the Developer hereby authorizes the City to commenne 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 amount up to 125% of the claim(s) and deposit the funds in compliance with the Rule, and upon such deposit, the Developer shall release, discharge, and dismiss the City from any further proceedings as it pertains to the letters of credit deposited with the District Court, except that the Court shall retain jurisdiction to determine attorneya' fees. 11. Park anR Trail Dedication. Prior to the issuance of building permits for residential constructicn within the plat, the Developer, its successors or assigns, shall pay to the city the park and trail dedication fees then in force pursuant to Chanhassen - -- City Ordinances and City Council resolutions. 12. Landscaping. Landscaping shall be consistent with the landscaping plan dated October 22, 1992. Suitable trees include: - Naples Ash Linden Basswood Green Ash Birch Honey Locust Ginkgo (male only) Hackberry Kentucky Coffee Tree oak Other species of trees may be approved by the building inspector. Trees which can cause a public nuisance, such as cotton producing trees, or can be a public hazard, such as bug infestation or weak bark, are prohibited. The minimum tree siza shall be two and one-half (2'%) inches caliper, either bare root in season, or balled GC -3 his engineer shall schedule a preconstruction meeting at a mutually agreeable time at the City Council chambers with all parties concerned, including the City staff, to review the program for the construction work. Within sixty (60) days after the completion of the improvements and before the security is released, the Developer shall supply the City with the following: (1) a complete set of reproducible Mylar as -built plans, (2) two complete sets of blue line as -built plans, (3) two complete sets of utility tie sheets, (a) location of buried fabric used for aoil stabilization, (5) location stationing and owing ties of all utility stubs, (6) bench mark network, and (7) a 200 scale and a 500 scale reproducible Mylar copy of the plat. S. Iron Monuments. Before the security for the completion of utilities is released, all monuments must be correctly placed in the ground in accordance with Minn. Stat. S 505.02, Subd. I. The Developer's surveyor shall submit a written notice to the City certifying that the monuments have been installed. s. License. The Developer hereby grants the city, its agents, employeaL, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the city in conjunction with plat development. 7. site Zrosion Control. Before the site is rough graded, and before any utility construction is commenced or building permits are issued, the erosion control plan, Plan B, shall be implemented, inspected, and approved by the city. The City may impose additional erosion control requirements if they would be beneficial. All. areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. Except as otherwise provided in the erosion control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored an necessary for seed retentioi. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule of supplementary instructions received from the City, the City may take such action as it deems -ppropriate to control erosion at the Developer's expense. The City will endeavor t�, notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. No development will be allowed and no building permits will be issued unless the plat is in full compliance with the erosion control requirements. Erosion control needs to be maintained until vegetative cover has been restored, even if construction has been completed and accepted. After the site has been stabilized to where, it the opinion of the City, there is no longer a need for erosion control, the City will authorize the removal of the erosion control, i.e. hay bales and silt fence. The Developer shall remove and disp,ase of the erosion control measures. S. Clean up. The Developer shall maintain a neat and orlerly work site and shall daily clean, on and off site, dirt and GC -2 OPIUM y,-: DEVELOPMENT CONTRACT (Developer Installed Improvements) EXHIBIT "B" 1. night to Proceed. Within the plat or land to be platted, the Developer may not grade or othemise disturb the earth, remove trees, construct sewer lines, water lines, streets, utilities, public or private 'improvements, or any buildings until all the following conditions have been satisfied: 1) this agreement has been fully executed by both parties and filed •,tth the City clerk, 2) the neceszary security and fees have been received by the city, 3) the plat has been recorded with the County Recorder's office of the County where the plat is located, and 41. the City Engineer has issued a letter that the foregoing conditions have been satisfied and then the Developer may proceed. t. Phased Development. If the plat is a phase of a multi - phased preliminary plat, the City may refuse to approve final plats of subsequent phases if the Developer has breached this Contract and the breach has not been remedied. Development of subsequent phases may not proceed until Development Con'_.:+cts for such phases are appror-d by the City. 3. Effect of subdivision. approval. For two (2) years from the date of this Contract, no amendments to the City's Comprehensive Plan, except an ama,.dment placing the plat in the current urban service area, or official controls shall apply to or affect the use, development density, lot bite, lot layout or dedications of the approved plat unless required by state or federal law or agreed to in writing by the City and the Developer. Thereafter, notwithstanding anything in this Contract to the contrary, to the full extent permitted by state law the City may require compliance with any amendments to the City's Comprehensive Plan, official controls, plattinn or dedication requirements enacted after the date of this Contract. 4. Improvements. The improvements specified in the Special Provisions of this Contract shall be installed 1r, accordance -:ith City standards, ordinances, and plans and specifications which have been prepared and signed by a competent registered professional engineer furnished to the C!ty and approved by the City Engineer. The Developer shall obtain all necessary permits from the Metropolitan Waste Control Commission and oto, agencies before proceeding with construction. The city will, at the Developer's expense, have one or more construction inspectors and s soil enginear inspect the work on a full or part-time basis. The Developer shall instruct its engineer to respond to questions from the City Inspactor(s) and to make periodic site visits to satisfy that the construction is being performed to an acceptable level of quality in accordance with the engineer's design. The Developer or GC -1 fee owners of all or part of the subject property, the oevelopmsnc of which is governed by the foregoing Development Contract, affirm and consent to the provisions thereof and agree to be bound by the provisions as the same may apply to that portion of the subject property owned by them. Dated this day of _ STATE OF MINNESOTA ) ( 68. COUNTY OF ) 19 The foregoing instrument was acknowledged before me this day of 19_ . DRAFTED BY: Campbell, Knutson, Scott f Fuchs, P.A. 717 Eagandale Office Center 1780 corporate Center Curve Eagan, Minnesota 55121 (612) 452-5000 SP -7 NOTARY PUBLIC (SEAL) CITY OF CHANHASSEN BY: AND DAYTON HUDSON CCFPORATION BY: Its STATE OF MINK SOTA ) ( ss. COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this dayof Yls,.• :. �i+<,.-r , 19_7,2. -,-by Donald J. Chmiel, Mayor, and by Don Ashworth. City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Ccuncil. _ STATE OF MINNESOTA ) I "M4 J. tNTjt 1RU1 NOTARY PUBLIC-h1INNMM ( Es • CARVER CM. TV I COUNTY OF ) i �fi :xmisc�, E.Ms 0016 I9W 1 The foregoing instrument was acknowledged before as this day of ., 19_, by NOTARY PUBLIC DRAFTED BY: Campbell, Knutson, Scott i Fuchs, P.A. 317 Eagandale office Center 1380 Corporate Center Curve Eagan, Minnesota 55121 (612) 052-5000 SP -6 A i CITY OF CHANHASSEN BY: Donald J. Chmiel, Mayor (SFAL) AND: Don Ashworth, City Manager DAYTON PfiSSSOO�N CORPORATIE/H/x//�/ BY: is Wdjamt Haider ViCa president STATE OF MINNESOTA ) ( 6s. COUNTY Or CARVER ) The foregoing instrument was acknowledged before me this day of , 19_, by Donald J. chmiel, Mayor, and by Don Ashworth, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. STATE OF MINNESOTA as. COUNTY OF HENtWP,fJ NOTARY PUBLIC The foregoing instrument was acknowledged before me this ali ddY 1942 by i jjha,n E. Ha,de r6• P 'f I r� Dau ion tiudscn. Cor- !.-Po�aTiM. NOTARY PUBLIC JOIN A CONMWPWVM FWBJL my me 7-1747 J DRAFTED BY: Campbell, Knutson, Scott 6 Fuchs, P.A. 317 Eagandale Office Center 1380 Corporate Center Curve Eagan, Minnesota 55121 (612) 452-5000 SP -6 to he determined following re^iew by staff and the -iyt's landscape consultant. S. ICem dnlet-r T. Southwest Metro Transit shall work with Target to find a mutually acceptable location for a bus shelter. U. The HVAC will be obstructed from view by t' -e parapet wall is detailed on plan sheet numbers dated V. Item deleted. W. The applicant shall show on the plan location of topsoil and poor soil stockpiles. X. The haul route for material to and from the site sh--i be limited to Trunk Highway 5 and County Road 17. Com, truction trucks and vehicles shalt access the site at approved rock construction entrance only. The applicant will be required to maintain haul route clean of dirt and mud, etc. Y. Normal working hours for the 3rading operation will b: limited to 7:00 a.m. to 6:00 p.m., Monday through Saturday with no work occurring on holidays, however, extended work hours have been approved for fall, 1992 which will be allowed unless it becomes a problem for area property owners. Z. The applicant shall submit an administrative fee and letter of credit p,ior to commencement of orading operations. A.A. Ito deleted. BB. The entice- site shall be restored and seeded by no later than November 15, 11.492 unless an extension is granted by the Watershed District. CC. The City shall inspect the site before. grading begins to ensure preservation, of the trees and location of snow fences are placed in accordance with Item BG of the PUD Agreement. DD. item deleted. 9. general COnditiOns. Tha general conditions of this Contract, approved by the City Council on Februar, 22, 1988, are attached as Exhibit "B" ar.3 incorporated herein. SP -5 E. Item deleted. F. Item deleted. G. Item deleted. h. Accentance of full park and trail dedication fees for the 9.7_ -ac -3 Lot i parcel. The park rind trail dedication fees will be calculated at S2,50C per acre for park dedication fees and $833 for trail dedication fees. The total ft-- re $2,387.00. 1. Item deleted. J. Item deleted. R. subject to compliance with the condi ions of the rreli.ainary and Final PUD and Plat #92-5. L. The sidewalk el�ng West 78th Strict will meander between the main access to Targcc and the next access to the west. An easement .:}hall be granted for the area where the walk meanders outside the right-of-way, The City will construct this walk as a Part of t.ie West 78th Street detachment project conditioned that the developer will delay placement of trees and sod in this area until wale is constructed. The City will install trees and sod in the area between the sidewalk and West 78th Street. K. The 3 facades of the Target store shown on West 78th Street shall have back lighting. N. Lighting shall not exceed k -foot candle at the property line. After hours lighting shall be limited to security and employee lighting only. O. Signs for the Target store shall be limited to: 1.j the monument sign which shall not exceed s feet in height with a 6' x 6' foot sign area; 2.) the pylon sign which shall not exceed 34 fL3t in height and not exceed 144 square feet in sign area. The m_nuzent sign and free-standing sign shall be consistent with the exhibit and plans submitted with the staff report dated September 26, 1992 site plan. The wall sign shall not exceed 6' x 34' for the Target sign and 17' x 2' for the pharmacy sign. P. All developments shall comply with the development standards of this PUD zone. Q. A protected cross walk (stop signs) shall be placed at the entrance to the Target Store. R. For the Target site plan, additional evergreen trees, Austrian and Jack Pine, shall be placed in the front landscaping and trees in the parking lot shall be changed from a decorative tree to an overstory tree including but not limited to White Ash, Hackberry, Tamarack, Red and Burr Oak. A minimum of 25 overntory trees shall be added to the Target parking lot, the actual number SP -4 7. Notice. Required no*ices to the Developer shall be in writing, and shall be eitner hand delivered to the Developar, its employees or agents, or mailed to the Developer by registered mail at the following address: Target Stores 33 south 6th street Yinneapolis, MN 55440 Fttr: Jim Theusen, Project Manager Notices tc the tit•; shall be in writing and m,:a 11 be eithe- hand delivered to the Cit; Manager, or mailed to the City by registered mail in care of the City Manager at the following address: Chanhassen City Hall 690 Coulter Drive P.O. Box 147 Chanhassen, Minnesota 55317 Telephone (612) 937-1900 G. other Bpecal Conditions. A. The following easements shall be grantpA nn the plat: 1. 20 -foot wide utility easement over Lot 1 for public portion of proposed watermain. 2. 30 -foot vide utility easement over proposed sanitary sewer through Lot 1. 3. 30 -foot wide utility and sidewalk easement over existing 8 -inch sanitary sewer through Lot ], and a 30 -toot wide utility easement over existing 8 -inch sanitary sewer through Outlot B. 4. 20 -foot wide drainage and utility easement over all public storm sewers. A-1. Cross access aasemb. ts, in•jress and egress, shall be granted between Target and the Burai�K Park Addition property. Pond access and maintenance agreement between Target and the city and "no build" easement over the westerly portion of Lots 1 and 2, Block 3, Burdick Park Addition shall be executed. B. The 1992 edition of the City of Chanhassen's Standard Specifications fo: Construction shall govern construction of all public improvements. C. The applicant shall be responsible for obtaining all required agency permits such as PCA, Health Department, Watershed District, etc. D. Stem deleted. SP -3 4. Improvements. The Developer shall install and pay for the following: A. Sanitary Sever System B. Water System C. Storm Water Drainage System D. Streets E. Conc-ate Curb and Gutter F. :.treet Lights G. sits Grading H. Underground Utilities (e.g. gas, electric, telephone, CATV) I. Setting of Let and Block Monuments J. Surveying and S•aking S. Time of Perforatnee. The Developer shall install all required improvements by Fo,emba: 15, 1922. The Developer may, however, request an extension of time from the City. If an extension is granted, it sh:,ll be conditioned upon updating the security posted by the Devel-dei to reflect cost increases and the extended completion Cate. 6. security. To yuarartee c,snl.iance with th_ terms of this Contract, payment of spec . iss,�.wnnis, payment of the costs of all public improvements, "d construr-.ion of all public improvements, the Developer steel f,, ._ .. the City with a letter of credit from a bank, cash escrow, or equivalent ("security") for S 300.960.00 The amornt of the security was calculated as 110% of the following: Sanitary sewer . . . . Watermain . . . . . . . On-site storm sewer . . Streets . . . . . Erosion control . . . . Grading . . . . Engineering, surveying, Landscaping . . . . . Iron Monuments . . . . and inspection $ 30.700.00 S._JL 600.00 $ 85.500.00 . $ 15.800.00 . $ 1.500.00 . $ 45.000.00 . $ 28.500.00 . $ 44.000.00 TOTAL COST OF PUBLIC IMPROVEMENTS . . . . $ 273.600.00 This breakdown is for historical reference: it is not a restriction an the use of the security. The security shell be subject to the approval of the City. The security shall be for a term ending December 31, 1911. The City may draw down the security, upon ten- day prior notice to Target, for any violati.)n of the ter a of this Contract. If the required public improvemi.rts are not completed at least thirty (30) days prior to the explrat.on of the security, the City may also draw it down with ten-day primer notice. If th^, security is drawn down, the draw shall be used to cure the default. With City approval, the security way be reduced from time to time as financial obligations are paid, bu': in no case shall thr security be reduced to a point less than 10% of the original amount until all improvements are complete and accepted by the city. SP -2 DEVELOPMENT CONTRACT (Developer Installed lLprovements) CHANHABSLN RETAIL ADDITION SPECIAL PROVISIONS AGREEMENT dated October 26, 1992, by and between the CITY Or CHANHASSEN, a Minnesota municipal corporation (tne "City"), and DAYTON HUDSON CORPORATION, a Minnesota Corporation (the "Developer"). 1. Request for Plat Approval. Thr Developer has asked the City to approve a plat for CHANHASSEN RETAIL ADDITION (Referred to in this Con'',ract as the "plat"). The land is legally described on the attached Exhibit "A". 2. Conditions of Plat approval. The City hereby approves the plat 0W.00ndition that the Developer enter into this Contract and furnish the security required by it. 9. Development Plans. The plat shall be developed in accordance with the following plans. The plana shall not be attached to this Contract. with the exception of Plan A, the plans may be prepared, subject to City approval, after entering the Contract, but before commencement of any work In the plat. If the plans vary from the written terms of this Contract. tha written terms shall control. The plans are: Plan A --Plat dated October 22 , 1922, prepared - by RLK Associates. Ltd. and approved by the Chanhassen City Council on October 26 , 1922. Plan 9 --Grading, Drainage and Erosion Control Plan dated October 26 , 1922, prepared by RLK Associates. jtd. . Plan C --Plans and Specifications for Improvements dated October 22-, 1921, prepareo by RLK Associates. Ltd. . Plan D --Landscape Plan dated November 6 1921, prepared by RLK Associates. Ltd. . Plan E --Sita Plan dated Noveml,�r d 1912, prepared by RLK Associates. Imo,_. P N, w. SWI/4-SEI/4 CITY PLAT FILE NO. 476 MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO. 10-1 R.T. DOC. NO.T84829 n.rz Aucr Na.tooxoeLMa G.R. DOC, NO. 112$61 p TM MOtlIMa! OMIITIII !! t¢tUW MT .U. 11 a 11. W M Mp111f n �� LL T. U. N,.IL a k� auNra a avnaN R, T. "?R,„ r ver s. conA MWM. TA u. N., a Z SEI/4-SEI/4 FjR,prSiis.r�R�'T_�„Psfi.T�,'aiylat•�(r„ 4A.ti � �� —.. — .-."'.. iYJ:.TS1Y3F �4k•�L�m+0.Is3'^ ••,• OF CHANHASSEN;� n"�u".ct:;r.>='+T,�'•"•TTrsJmil '� CNltLJRW4a��� �O p NEI/4-NEI/4 m..��.... ,„— ! ..♦Nle y.Rl.Ir.,'a CCG:-..Fi'I.tl1fG:-'""^"--....-.. P4gN O I er # : W µtl '♦ s Cb. '16 Ju AURDICK API( ADDiTIDN "?R,„ r ver s. Dated at Saint Paul, Minnesota 8th day. of November 19�_,'. This instrument was drafted by the State of Himesota Demrtamnt of Transportation, R/N Legal Section, �t• Paul, Minnesota- 55155 r�L:OM Sz HUBERT H. HUMPHREY, 111 Attorney General JOHN JEPPESE Speci 1 Assistant Attorney General Attorney Registration No. 502).0 Office of the Attorney General Government Services Section Capitol Office Building, Suite 500 525 Park Street St. Paul, MN 55103 Phone: 612-296-3207 OFFICE Filing This Is to CM., and was duty radorded es docbment no. 129663 CARL* HANSONJR. ra.= w RT'N ': 57 FEE ACQUISITION Parcel .205 S.P. 1002 (5=121) 903 `. All of the following= That part of Lot 3, Block 2, Burdick Park Addit Ln and the Northeast Quarter of the Northeast Quarter of Section: 14, Township 16 North, Range 23 west, shown as Parcel205 on Minne3aLd Department of Transportation Right of Way Plat Numbered 10-1 as the same is on file and of record in the office of the County. Recorder and. the Registrar of Titles in and for Carver -County, Minnesota; the title to a portion of said Parcel 205 is registered as evidenced by Certificate of Title No. 11089• containing 2.49 acres, more or less, in the unplatted portion; together with other rights a< set forth below, forming and being - part of said Parcel 205: Access: All right of access as shorn on said plat by the access restriction symbol. Temporary Easement: A temporary easement for highway purposes as shown on said plat as to said Parcel 205 by the temporary - easement symbol, said easement shall -ease on December 1, 1995, or on such earlier date upon which the - Commissioner of Transportation determines by formal order that it is no longer needed for tighway purposes. made with the express understanding that the petitioner, State of Minnesota, has'. reserved all rights to recover damages, testingcosts and cleanup costs attributable to the existence of pollutants, con- taminants or hazardous wastes on the propertyfromthe.responderet in a separate legal action. The commission had not considered the impact of pollutants, contaminants and hazardous wastes on the fair market value of the subject property either before or after the taking in its assessments of damges. The award was based on the condition that real estate taxes due and payable in 1:j0 or in prior years and all unpaid special assessments and future installments thereof and pending assessments are the responsibility of the owners or lessees therein. The Commissioner of Transportation, on behalf of the State of Minnesota, has disclaimed in writing any right to erect and maintain temporary snow fences on any of the tracts herein involved. Parcel 206E was dismissed from the original proceedings. Said lands are situate in Carver County, Minnesota, and are described is follows. - 2A 2 G - By authority. of Section 117.205 Minnesota Statutes I .7 -hereby certify the* the lands. rights herein described �havebeen - taken by the State of Minnesota in eminent t domain proceeding for trunk highway purposes in conformity with the requirements of Chapter 117 of said statutes; th..t commissioners were duly appointed by the court to ascertain and report the amount of damages sustained by the several owners on account of such taking; that said commissioners qualified and made and filed their report of such damages; that the time for appeal from the awards in said report has expired; that appeals, if taken, have been disposed of; that all damages have been paid by the State of Minnesota; that said proceedings are now complete; and that said State now owns said lands in fee simple -.bsolute, together with th lollowing rights, to -wit: has acquired from the owners whose lands front thereon any existing right of access to said highway in thew cases which are herein particularly mentioned. With reference to Parcel 205, the State of Minnesota has also acquired a Temporary Easement for trunk highway purposes with the right to use the lands specifically mentioned and described in said parcel which right shall terminate on December 1, 1995, or on such earlier date upon which the Commissioner of Transportation determines by formal order that it is no longer needed for highway purposes. The award assumed that the property is free cf all poll tants, contaminants and hazardous wastes. The commission had not assessed any damages for the presence of pollutants, contamin- ants and hazardous wastes on the subject property. The award was Petitioner, VS. B. C. Burdick, Brigitte Burdick, The Bank Excelsior, National Association, successor in interest t0 Minnetonka State Bank, City of Chanhassen, County of Carver, Soo Line Railroad Company, successor in interest to SLRCO, Inc., also all other persons unknown claiming any right, title, estate, inter -cam or lien in the real estate described in the Petition herein, Respondents. IN THE MATTER OF THE CONDEMNATION OF CERTAIN LANDS FOR TRUNK HIGHWAY PURPOSES FINAL CERTIFICATE a --Ty OF G 4TR � � tree `ad coned I�Of Sit 'm ESS nman aeiq mR � ESS FRED NOV 2 6 1991 CARVER CUUNTY COURTS �77_ CONDEMNATION STATE OF MINNESOTA IN DISTRICT COURT _. COUNTY OF CARVER - FIRST JUDICIAL DISTRICT Court File No. 90-26239 _ State of Minnesota, by Hubert H. Humphrey, III, its Attorney General, Petitioner, VS. B. C. Burdick, Brigitte Burdick, The Bank Excelsior, National Association, successor in interest t0 Minnetonka State Bank, City of Chanhassen, County of Carver, Soo Line Railroad Company, successor in interest to SLRCO, Inc., also all other persons unknown claiming any right, title, estate, inter -cam or lien in the real estate described in the Petition herein, Respondents. IN THE MATTER OF THE CONDEMNATION OF CERTAIN LANDS FOR TRUNK HIGHWAY PURPOSES FINAL CERTIFICATE a --Ty OF G 4TR � � tree `ad coned I�Of Sit 'm ESS nman aeiq mR � ESS FRED NOV 2 6 1991 CARVER CUUNTY COURTS ASSIGNMENT OF VACANT LAND PURCHASE AGREEMENT THIS ASSIGNMENT OF PURCHASE AGREEMENT ("Assignment) is entered into effective as ofD ,F,pri 16 2014, by and between Halifax Development, LLC, a Minnesota limited liability company ("Assignor) and Willow -MN, LLC, a Colorado limited liability company ("Assignee"). WHEREAS, the City of Chanhassen, a Minnesota municipal corporation, and Assignor entered into a Vacant Land Purchase Agreement dated June 4, 2014, and subsequently the same parties entered into an Amendment of Vacant Land Purchase Agreement dated December , 2014 (collectively, "Agreement"), relating to the sale and purchase of property described as follows: That part of Outlot A, CHANHASSEN SECOND ADDITION, Carver County, Minnesota, according to the recorded plat thereof, that lies East of the West line of the East 198.31 feet of said Outlot A and South of the South line of Outlot B, of said CHANHASSEN RETAIL SECOND ADDITION. (`Property") WHEREAS, Assignor desires to assign the Agreement to Assignee under the terms and conditions set forth herein. NOW, THEREFORE, for good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the parties hereto agree as follows: 1. Assignor does hereby assign, transfer, and set over to Assignee, all of Assignor's interest as purchaser in and under the Agreement, together with all rights incidental to the Property, and all deposits made in connection therewith. 2. Assignor represents and warrants to Assignee that Assignor has provided Assignee with complete, true and correct copies of the Agreement. Assignor further represents and covenants to Assignee that Assignor has good right to assign and transfer its interest in the Agreement, that the Agreement is free and clear of all charges and encumbrances and that quiet and peaceable possession of Assignee of said interests, subject to the terms of the Agreement, Assignor will warrant and defend. IN WITNESS WHEREOF, Assignor and Assignee have hereunto set their hands as of the date first above written. ASSIGNEE: ASSIGNOR: WILLOW?MN, LLC HALIFAX DEVELOPMENT, LLC By: lr B, (N hl H44rs Yy6-&MlbV0u Ivy -1 lam�r1 Its _ 07 A)U k E R Its Manager 179407 ASSIGNMENT OF VACANT LAND PURCHASE AGREEMENT THIS ASSIGNMENT OF PURCHASE AGREEMENT ("Assignment') is entered into effective as of D - 15 . 2014, by and between Halifax Development, LLC, a Minnesota limited liability company ("Assignor") and Willow -MN, LLC, a Colorado limited liability company ("Assignee"). WHEREAS, the City of Chanhassen, a Minnesota municipal corporation, and Assignor entered into a Vacant Land Purchase Agreement dated June 4, 2014, and subsequently the same parties entered into an Amendment of Vacant Land Purchase Agreement dated December 2014 (collectively, "Agreement"), relating to the sale and purchase of property described as follows: That part of Outlot A, CHANHASSEN SECOND ADDITION, Carver County, Minnesota, according to the recorded plat thereof, that lies East of the West line of the East 198.31 feet of said Outlot A and South of the South line of Outlot B, of said CHANHASSEN RETAIL SECOND ADDITION. ("Property") WHEREAS, Assignor desires to assign the Agreement to Assignee under the terms and conditions set forth herein. NOW, THEREFORE, for good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the parties hereto agree as follows: 1. Assignor does hereby assign, transfer, and set over to Assignee, all of Assignor's interest as purchaser in and under the Agreement, together with all rights incidental to the Property, and all deposits made in connection therewith. 2. Assignor represents and warrants to Assignee that Assignor has provided Assignee with complete, true and correct copies of the Agreement. Assignor further represents and covenants to Assignee that Assignor has good right to assign and transfer its interest in the Agreement, that the Agreement is free and clear of all charges and encumbrances and that quiet and peaceable possession of Assignee of said interests, subject to the terms of the Agreement, Assignor will warrant and defend. IN WITNESS WHEREOF, Assignor and Assignee have hereunto set their hands as of the date first above written. ASSIGNEE: ASSIGNOR: WILLOWrMN, LLC HALIFAX DEVELOPMENT, LLC By: ll By �N kv&*.m owvo p [print name1 14&u5 — [printnamel Its 01 A-JU &0 E YL Its Manager 179407 ASSIGNMENT OF VACANT LAND PURCHASE AGREEMENT THIS ASSIGNMENT OF PURCHASE AGREEMENT ("Assignment") is entered into effective as of Dpi 119 2014, by and between Halifax Development, LLC, a Minnesota limited liability company ("Assignor") and Willow -MN, LLC, a Colorado limited liability company ("Assignee"). WHEREAS, the City of Chanhassen, a Minnesota municipal corporation, and Assignor entered into a Vacant Land Purchase Agreement dated June 4, 2014, and subsequently the same parties entered into an Amendment of Vacant Land Purchase Agreement dated December _, 2014 (collectively, "Agreement"), relating to the sale and purchase of property described as follows: That part of Outlot A, CHANHASSEN SECOND ADDITION, Carver County, Minnesota, according to the recorded plat thereof, that hes East of the West line of the East 198.31 feet of said Outlot A and South of the South line of Outlot B, of said CHANHASSEN RETAIL SECOND ADDITION. ("Properly„) WHEREAS, Assignor desires to assign the Agreement to Assignee under the terms and conditions set forth herein. NOW, THEREFORE, for good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the parties hereto agree as follows: I. Assignor does hereby assign, transfer, and set over to Assignee, all of Assignor's interest as purchaser in and under the Agreement, together with all rights incidental to the Property, and all deposits made in connection therewith. 2. Assignor represents and warrants to Assignee that Assignor has provided Assignee with complete, true and correct copies of the Agreement. Assignor further represents and covenants to Assignee that Assignor has good right to assign and transfer its interest in the Agreement, that the Agreement is free and clear of all charges and encumbrances and that quiet and peaceable possession of Assignee of said interests, subject to the terms of the Agreement, Assignor will warrant and defend. IN WITNESS WHEREOF, Assignor and Assignee have hereunto set their hands as of the date first above written. ASSIGNEE: 179407 ASSIGNOR: HALIFAX DEVELOPMENT, LLC By 14121— Iwft�] Its Manager ti 0� O2 Powers Boulevard rl CNAN"ASSEN R£IAII YCOVp .100 ION Cm K/ CwnlY Y.mefpf /�� Halifax Development, LLC r Im e; m..E 8-21-14 T.J.B. a P.E. umacs mm m i »4-+ 1a-03}5 Cb �o�.aws..r..o...• e Powers Boulevard rl CNAN"ASSEN R£IAII YCOVp .100 ION Cm K/ CwnlY Y.mefpf /�� Halifax Development, LLC r Im e; m..E 8-21-14 T.J.B. a P.E. umacs mm m i »4-+ 1a-03}5 Cb �o�.aws..r..o...• i! Q N �S, �/ J C\ to Yp [ O4�4. rl CNAN"ASSEN R£IAII YCOVp .100 ION Cm K/ CwnlY Y.mefpf /�� Halifax Development, LLC r Im e; m..E 8-21-14 T.J.B. a P.E. umacs mm m i »4-+ 1a-03}5 Cb �o�.aws..r..o...• i! Q N C\ to O4�4. } / .Y y` j ! ak.A. CNAN"ASSEN R£IAII YCOVp .100 ION Cm K/ CwnlY Y.mefpf /�� Halifax Development, LLC r Im m..E 8-21-14 T.J.B. 1'=50' P.E. umacs mm m »4-+ 1a-03}5 �o�.aws..r..o...• Meuwissen, Kim From: Meuwissen, Kim Sent: Monday, December 22, 2014 8:35 AM To: 'hans@halifaxdevelopment.net' Cc: Aanenson, Kate; 'apoehler@ck-law.com' Subject: Chanhassen Retail Fourth Addition (Shops at Chanhassen) Attachments: Zoning Lot Designation.pdf Hans, The attached Zoning Lot Designation document requires your notarized signature on page 2. Could you please print the document, sign and notarize page 2 and mail it directly to the city attorney at the following address: Andrea Poehler Campbell Knutson PA 317 Eagandale Office Center 1380 Corporate Center Curve Eagan, MN 55121 Please feel free to contact me if you have any questions. 0 Kim Meuwissen Sr. CommunicadowVAdministrative Support Specialist 952-127-1107 k7neuwissenrci chanhassen mn us CITY OF CHANHASSEN 7700 MARKET BOULEVARD PO BOX 147 CHANHASSEN. MN 55317 %I CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA ZONING LOT DESIGNATION Willow -MN, LLC, a Colorado limited liability company, ("Owner") is the fee owner of the two parcels located in Carver County, Minnesota and legally described in Exhibit A attached hereto (collectively the "Lots'). As a condition of City of Chanhassen Site Plan approval and approval of the administrative subdivision of one of the two lots from a larger parcel, Owner is required to combine the Lots as a single parcel for zoning and building purposes. The two lots will be combined as a single parcel for tax purposes. The Lots are hereby designated as a single Zoning Lot pursuant to Chanhassen City Code § 20-903. Interior lot lines within the Zoning Lot shall be disregarded in applying setbacks, other zoning requirements and building code requirements. The Lots may not be conveyed as separate lots. The Zoning Lot may not be subdivided without complying with the City of Chanhassen's subdivision regulations. The Zoning Lot must have a single tax identification number. This Zoning Lot Designation shall be recorded against the title to The Lots. CYI'Y OF CHANHASSEN BY: V4 Aft"wn Kate Aanenson, City Planner/Community Development Director STATE OF MINNESOTA ) (ss. COUNTY OF CARVER ) Q The foregoing instrument was acknowledged before me this / V4 day of /� •vn.(ti w , 20! `{, by Kate Aaneuson, the City Planner/Community Development Director of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the municipal corporation. " a=ENGELHARDTT NOT Y P IC ta2015 179633v1 , J WILLOW -MN LLC Hans Kulhman STATE OF MINNESOTA ) (SS. COUNTY OF ) The foregoing inshument was acknowledged before me this day of 20_, by Hans Kuhlman, the of Willow -MN LLC, a Colorado limited liability company, on behalf of the company. DRAFCED BY: CAMPBELL KNUTSON Professional Association 317 Eagandale Office Center 1380 Corporate Center Curve Eagan, Minnesota 55121 Telephone: 651452-5000 AMP 179633vl NOTARY PUBLIC % Date Received , CARVER COUNTY Taxpayer Services Department Government Center - Administration Building 600 East 4th Street Chaska, MN 55318-2102 Phone(952)361-1910 Fax(952)361-1919 Application to Combine Real Estate Parcels Per MN Statute 272.46 the county auditor, upon written application of any person, shall for property tax purposes only, combine legal descriptions of contiguous parcels to which the applicant(s) hold title. In order to be combined, the following requirements must be met: • Receipt of completed form by owner or designated representative • Based upon deeds of record, parcels must be of the same (identical) ownership • Parcels must be contiguous • Parcels must be located in same unique taxing districts (TAG) • Current year and delinquent taxes must be paid on each parcel • If parcels are in a Tax Increment Financing District (TIF), they must be located in the same TIF district • If special assessments are not paid on all parcels, the city/township would need to recertify the special assessments for the new parcel CAUTION Parcels that have been combined cannot be subdivided again without local municipality approval. If located in a township, Carver County Land Management ice must also approve the subdivision. Combined property tax will be reflected on next year's tax statement Owner (Applicant) Name: Willow-MN,LLC Address: 4201 East Yale Ave Suite 200 Denver, CO 80222 Parcels to be combined: Parcel #1 For Office Use Only: Reason Denied: Phone Number: (303) 623-0502 Lot 1, Block 1, CHANHASSEN RETAIL FOURTH ADDITION Parcel #2 See Attached Legal Date: 1-5-2015 Approved Denied By: 4 r Legal description of Lots: Lot 1, Block 1, CHANHASSEN RETAIL FOURTH ADDITION, Carver County, Minnesota, according to the recorded plat thereof; and That part of Lot 1, Block 1, CHANHASSEN ADDITION, Carver County, Minnesota, according to the recorded plat thereof described as follows: 179633v1 Commencing at the Southwest corner of said Lot 1; thence on an assumed bearing of North 01 degrees 54 minutes 41 seconds East, along the West line of said Lot 1, a distance of 49.13 feet to the point of beginning; thence North 75 degrees 18 minutes 56 seconds East, a distance of 60.45 feet; thence North 19 degrees 45 minutes 39 seconds West, a distance of 88.51 feet; thence a distance of 52.33 feet Northerly on a tangential curve concave Easterly having a radius of 150.00 feet and a central angle of 19 degrees 59 minutes 18 seconds; thence North 00 degrees 13 minutes 40 seconds East, tangent to said curve a distance of 21.29 feet to the Northwesterly line of said Lot 1; thence Southwesterly and Southerly along the Northwesterly and Westerly line of said Lot 1 to the point of beginning. m 0 m 78#1 4 — Certificate of Description 4 'I .....1......� ,m,mvm. Nd m.1 mwi w Iyµ� #pe S(cwa.mm{ [mmMrs wn.min mopq rs m. r.mpf p.i mid. WW INmM[wv�ffii K/Y IIN'tl KpIKK ��ws�fmr d.p.pm�oa audit wa m..r r NON -FOREIGN AFFIDAVIT PURSUANT TO SECTION 1445 OF THE INTERNAL REVENUE CODE BY THE CITY OF CHANHASSEN, AS SELLER, UNDER THAT CERTAIN VACANT LAND PURCHASE AGREEMENT DATED JUNE 4,2014; ASSIGNMENT OF VACANT LAND PURCHASE AGREEMENT DATED DECEMBER 2014; AND AMENDMENT TO VACANT LAND PURCHASE AGREEMENT DATED DECEMBER 2014 WITH WILLOW -MN, LLC, AS BUYER. STATE OF MINNESOTA ) )ss. COUNTY OF CARVER ) TODD GERHARDT, being first duly swom, on oath, says that: 1. I am the City Manager for the City of Chanhassen, a Minnesota municipal corporation ("Transferor"). 2. Section 1445 of the Internal Revenue Code provides that a transferee of a U. S. real property interest must hold withholding tax if the transferor is a foreign person. To inform the transferee that withholding of tax is not required upon the disposition of a U.S. real property interest by Transferor, I make the following statements: (a) The Transferor is not a foreign corporation, foreign partnership, foreign trust, or foreign estate (as those terms are defined in the Internal Revenue Code and Income Tax Regulations); (b) The Transferor's Federal Tax Identification Number is 41-0885331. (c) The Transferor's principal business address is 7700 Market Boulevard, Chanhassen, Minnesota 55318. 3. I understand that this Affidavit may be disclosed to the Internal Revenue Service by the transferee and that any false statement contained herein could be punished by fine or imprisonment, or both. FURTHER YOUR AFFIANT SAYETH 1 Gerhardt Subscribed and sworn to before me tubi o7.i&& day of December, 2014. Rplaryputu THIS INSTRUMENT WAS DRAFTED BY: CAMPBELL KNUTSON, P.A. (AMP) 1380 Corporate Center Curve, Suite 317 Eagan, Minnesota 55121 (651)452-5000 179409 KAREN J. ENGELHARDT _' Notary Public -Minnesota ,�' My Canm1ss10n empires Jen 31, 2015 13 STATE OF MINNESOTA ) ) ss. SELLER'S AFFIDAVIT COUNTY OF CARVER ) TODD GERHARDT, being first duly sworn, on oath says that: 1. He is the City Manager of the City of Chanhassen, a Minnesota municipal corporation, named as Grantor in that certain Limited Warranty Deed dated December 2014, and filed for record '2014, as Document No. in the Office of the County Recorder of Carver County, Minnesota. 2. That said company's principal place of business is at: City of Chanhassen 7700 Market Boulevard Chanhassen, Minnesota 55318 3. There have been no: a. Bankruptcy or dissolution proceedings involving the City of Chanhassen during the time the City of Chanhasen has had any interest in the premises described in the above document ("Premises"); b. Unsatisfied judgments of record against the City of Chanhassen nor any actions pending in any courts, which affect the Premises; C. Tax liens against the City of Chanhassen. 4. Any bankruptcy or dissolution proceedings of record against companies with the same or similar names, during the time period in which the City of Chanhassen has had any interest in the Premises, are not against the City of Chanhassen. 5. Any judgments, or tax liens of record against company with the same or similar names are not against the City of Chanhassen. 6. There has been no labor or materials famished to the Premises for which payment has not been made. 7. There are no unrecorded contracts, leases, easements, or other agreements or interests relating to the Premises. 8. There are no persons in possession of any portion of the Premises other than pursuant to a recorded document. 179410 9. There are no encroachments or boundary line questions affecting the Premises of which Affiant has knowledge. Affiant knows the matters herein stated are true and makes this Affidavit for the purpose of inducing the passing of title to the Premises. �..�C� odd Gerhardt Subscribed and sworn to before me this 2gn.0- day of December, 2014. 'N96ry Pun 00KAREN J. ENGELHARDT Notary Public -Minnesota My Cmmis w 00p Jan 31, 2015 DRAFTED BY: CAMPBELL KNUTSON Professional Association 317 Eagandale Office Center 1380 Corporate Center Curve Eagan, Minnesota 55121 Telephone: (651)452-5000 AMP/imo 179410 � .•vviii^ivv a R$� ¢ $ Y Eaea a R$� ¢ $ Y 6 a ' S ! $ s I ai i e 4 i la t_ q CD r c�1 I <C I I , .4 a R$� ¢ $ Y 6 a ' S ! $ s I ai i e 4 la }E z 333 CD .4 I � I � ut Erj 1" F� I � F _ I y k I a R$� ¢ $ Y 6 a ' S ! $ s I ai i e 4 la }E z 333 U i ut Erj 1" I � r OF IV CS- (Resenedfor Recording Data) LIMITED WARRANTY DEED STATE DEED TAX DUE HEREON: $ Dated: 2014 FOR VALUABLE CONSIDERATION, CITY OF CHANHASSEN, a Minnesota municipal corporation, Grantor, hereby conveys and quitclaims to WILLOW -MN, LLC, a Colorado limited liability company, Grantee, real property in Carver County, Minnesota, described on Exhibit "A" attached her to. Check here if all or part of the described real property is Registered (Torrens) ❑ together with all hereditaments and appurtenances belonging thereto. This Deed conveys after-acquired title. Grantor warrants that Grantor has not done or suffered anything to encumber the property, EXCEPT: matters of record. Check box if applicable: ® The Seller certifies that the Seller does not know of any wells on the described real property. ❑ A well disclosure certificate accompanies this document or has been electronically filed. (If electronically filed, insert WDC number: ). ❑ I am familiar with the property described in this instrument and I certify that the status and number of wells on the described real property has not changed since the last previously filed well disclosure certificate. 179403 By: 77�L / a l Thomas A. Furlong, Mayor (SEAL) And �� I& odd Gerhardt, City Manager STATE OF MINNESOTA ) )ss. COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this.Un4day of December, 2014, by Thomas A. Furlong and by Todd Gerhardt, respectively the Mayor and City Manager of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. qKAREN J. ENGELHARDT Nary Pub c Notary Public -Minnesota My Cmmisslon Expires Jan 31, 2015 Tax Statements for the real property described in this instrument should be sent to: Willow -MN, LLC 4201 East Yale Avenue, Suite 200 Denver, CO 80222 DRAFTED BY: Andrea McDowell Poehler CAMPBELL KNUTSON Professional Association 317 Eagandale Office Center 1380 Corporate Center Curve Eagan, Minnesota 55121 Telephone: (651) 452-5000 AMP/jmo 179403 ., ,r EXHIBIT "A" to LIMITED WARRANTY DEED That part of Outlot A, CHANHASSEN SECOND ADDITION, Carver County, Minnesota, according to the recorded plat thereof, that lies East of the West line of the East 198.31 feet of said Outlot A and South of the South line of Outlot B, of said CHANHASSEN RETAIL SECOND ADDITION. 179403 (Top 3 Inches reserved for recording data) QUIT CLAIM DEED Minnesota Uniform Conveyancing Blanks Business Entity to Business Entity Form 10.3.5 (2013) eCRV number: DEED TAX DUE: $ 198.0 DATE: December 29, 2014 (Mwrv*A—) FOR VALUABLE CONSIDERATION, Target Corporation f/k/a Dayton Hudson Corporation (k1SWn eorGM&) a corporation under the laws of Minnesota ("Grantor"), hereby conveys and quitclaims to Willow -MN, LLC V� came o/Grrxee) a limited liability company under the laws of Colorado (`Grandee'), real property in Carver County, Minnesota, legally described as follows: See attached Exhibit A Check here if all or part of the described real property is Registered (Torrens) ❑ together with all hereditaments and appurtenances belonging thereto. Check applicable box., ■ The Seller certifies that the Seller does not know of any wells on the described real property. ❑ A well disclosure certificate accompanies this document or has been electronically filed. (If electronically filed, insert WDC number. ) ❑ 1 am familiar with the property described in this instrument and I certify that the status and number of wells on the described real property have not changed since the last previously filed well disclosure certificate. Grantor Target Corporation forme ofC�ft) Its: (WorW") Its: pros oramuery) Page t ort Page 2 of 2 Minnesota Uniform Conveyanft Blanks Form 10.3.5 State of Minnesota, County of This instrument was acknowledged before me on . by (n>a ) (nwne0leaewkeasV'%1 and by (nwneaaumw¢ea as of (type QF&0V q) (named&W906 THIS INSTRUMENT WAS DRAFTED BY: @Kwtnemere) (*An0fMwww6* Title (and Rank): My commission expires: (wwhb yenl TAX STATEMENTS FOR THE REAL PROPERTY DESCRIBED IN THIS INSTRUMENT SHOULD BE SENT TO: (n5vt lflpe', wM eatlane'ef w ksb6 ad*=dGre,me) Willow -MN. LLC 4201 E Yale Ave., Suite 200 Denver, CO 80222 Attn: Hans Kuhlmann EXHIBIT A TO QUIT CLAIM DEED That part of Lot 1, Block 1, CHANHASSEN RETAIL ADDITION, Carver County, Minnesota, according to the recorded plat thereof described as follows: Commencing at the Southwest comer of said Lot 1; thence on an assumed bearing of North 01 degrees 54 minutes 41 seconds East, along the West line of said Lot 1, a distance of 49.13 feet to the point of beginning; thence North 75 degrees 18 minutes 56 seconds East, a distance of 60.45 feet; thence North 19 degrees 45 minutes 39 seconds West, a distance of 88.51 feet; thence a distance of 52.33 feet Northerly on a tangential curve concave Easterly having a radius of 150.00 feet and a central angle of 19 degrees 59 minutes 18 seconds; thence North 00 degrees 13 minutes 40 seconds East, tangent to said curve a distance of 21.29 feet to the Northwesterly line of said Lot 1; thence Southwesterly and Southerly along the Northwesterly and Westerly line of said Lot 1 to the point of beginning. CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: November 10, 2014 MOTION BY: RESOLUTION NO: 2014 - SECONDED BY: A RESOLUTION APPROVING A FINAL PLAT CREATING CHANHASSEN RETAIL FOURTH ADDITION WHEREAS, Willow -MN, LLC, has requested final plat approval for Chanhassen Retail Fourth Addition creating one lot and one outlot: and WHEREAS, the proposed subdivision complies with all requirements of the Chanhassen City Code; and WHEREAS, the Chanhassen Planning Commission held a public hearing on September 16, 2014 and found the plan consistent with the Chanhassen Comprehensive Plan and Zoning ordinance and recommended approval of the subdivision. NOW, THEREFORE, BE IT RESOLVED that the City Council approve the plat of Chanhassen Retail Fourth Addition subject to the following conditions: Engineering 1. Before the final plat is recorded the Surface Water Management fees, Park Dedication fees, and GIS fees, $45.00, must be paid as well as any recording fees not collected with the final plat application. 2. The applicant shall submit $25,000 in lieu of constructing stormwater best management practices. This shall be due at time of final plat to be put into an account to be used exclusively for the improvement of water quality downstream of the site. 3. The Storm Water Utility fee for the 2014 rate is $18,525.10 and shall be due at final plat. 4. The final plat must dedicate drainage and utility easements around the perimeter of the property in accordance with City Code Section 18-76. Park and Trail 5. Full park fees shall be collected as a condition of approval for Shops at Chanhassen. The park fees in full at the rate in force upon final plat submission (2014 rate $7,562.60). Passed and adopted by the Chanhassen City Council this 10'" day of November, 2014. ATTEST: Todd Gerhardt, City Clerk/Manager YES NO g:�plm\2014 pha ruog f \201428 shops m dsanhssse subdivision n,sohnionA m Thomas A. Furlong, Mayor ABSENT CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: November 10, 2014 RESOLUTION NO: 2014 - MOTION BY: BY: RESOLUTION ACCEPTING PROPOSED CONVEYANCE OF EDA PROPERTY TO THE CITY WHEREAS, the City has entered into a purchase agreement with a developer to convey a portion of the property legally described in Exhibit A ("Property"); and WHEREAS, the Property is owned in fee by the Chanhassen Economic Development Authority ("EDA"); and WHEREAS, to facilitate the conveyance, the EDA proposes to convey the Property to the City. NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Chanhassen does hereby accept the EDA's proposed conveyance of the Property. BE IT FURTHER RESOLVED that pursuant to Minnesota Statutes Section 462.356, subdivision 2, the City Council finds that the proposed acquisition of the Property has no relationship to the comprehensive municipal plan. Passed and adopted by the Chanhassen City Council this 10th day of November, 2014. ATTEST: Todd Gerhardt, City Manager YES 178597v2 Thomas A. Furlong, Mayor NO ABSENT EXHIBIT "A" Legal Description of Property Outlot A, CHANHASSEN RETAIL SECOND ADDITION, Carver County, Minnesota, according to the recorded plat thereof. g:\plan\2014 planning cases\2014-28 shops at chanhassen\mording documentsWces-11178597-v2-m_accepting_conveyance_halifan.doc 178597v2 2 CHANHASSEN ECONOMIC DEVELOPMENT AUTHORITY CARVER AND HENNEPIN COUNTIES, MINNESOTA RESOLUTION NO. 2014 - RESOLUTION APPROVING SALE OF PROPERTY TO THE CITY WHEREAS, the City has agreed to convey a portion of the Property legally described in Exhibit A attached hereto to a developer for development of a commercial building ("Property"); and WHEREAS, the Property is owned in fee by the Economic Development Authority in and for the City of Chanhassen ("EDA"); and WHEREAS, to facilitate the conveyance for development, the EDA proposes to convey the Property to the City; NOW, THEREFORE, BE IT RESOLVED that the Chanhassen Economic Development Authority does hereby approve conveyance of the Property to the City. PASSED AND DULY ADOPTED by the Chanhassen Economic Development Authority, this 10`h day of November, 2014. Thomas A. Furlong, Chair ATTEST: Todd Gerhardt, Executive Director (Seal) 178595vl EXHIBIT "A" Legal Description of Property Outlot A, CHANHASSEN RETAIL SECOND ADDITION, Carver County, Minnesota, according to the recorded plat thereof. 17asysvi (Reserved for Recording Data) QUIT CLAIM DEED STATE DEED TAX DUE HEREON: $1.65 Dated: .2014. FOR VALUABLE CONSIDERATION, the Chanhassen Economic Development Authority, Vida Housing and Redevelopment Authority in and for the City of Chanhassen, a public body corporate and politic under the laws of the State of Minnesota, Grantor, hereby conveys and quitclaims to the City of Chanhassen, a Minnesota municipal corporation, Grantee, real property in Carver County, Minnesota, legally described as follows: See Exhibit A attached hereto and made a part thereof by reference. together with all hereditaments and appurtenances belonging thereto, subject to the following exceptions: None THE GRANTOR CERTIFIES THAT THE GRANTOR DOES NOT KNOW OF ANY WELLS ON THE DESCRIBED REAL PROPERTY. The consideration for this transfer is less than $500.00. CHANHASSEN ECONOMIC DEVELOPMENT AUTHORITY By: Its Chairperson By: Its Executive Director 177889v1 STATE OF MINNESOTA ) )ss. COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this 2014, by day of and , respectively the Chairperson and Executive Director of the Chanhassen Economic Development Authority, a public body corporate and politic under the laws of the State of Minnesota, on its behalf. Notary Public Tax Statements for the real property described in this instrument should be sent to: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, Minnesota 55317 THIS INSTRUMENT WAS DRAFTED BY: CAMPBELL KNUTSON Professional Association Attorneys at Law 317 Eagandale Office Center 1380 Corporate Center Curve Eagan, Minnesota 55121 651-452-5000 AMP/cjh 177889vl according to the recorded plat thereof. (Abstract Property) 1778890 Form No. 1068-2 Sj A\t F,h, i Commitment No.: NCS-695612-MPLS Page Number: 1 First American Title Insurance Company National Commercial Services 801 Nicollet Mall, Suite 1900 Minneapolis, MN 55402-2504 December 23, 2014 Hans Kuhlmann Halifax Development 4201 East Yale Ave., Suite 200 Denver, CO 80222 Phone: (303)623-0502 Customer Reference: Title Officer: Phone: Order Number: Escrow Officer: Phone: Property: The Housing and Redevelopment Authority Chanhassen William Kennedy (612)305-2160 NCS-695612-MPLS Katrina Knutson (612)305-2007 Unassigned W. 78th Street, Chanhassen, MN Attached please find the following item(s): Revised Commitment Thank You for your confidence and support. We at First American Title Insurance Company maintain the fundamental principle: Customer First. First Amencan Title Insurance Company Form No. 1068-2 Commibnent No.: NCS-695612-MPLS Page Number: 2 First American Title Insurance Company Ink Is] :13fcrI[•],I The Title Insurance Commitment is a legal contract between you and the company. It is issued to show the basis on which we will issue a Title Insurance Policy to you. The Policy will insure you against certain risks to the land titre, subject to the limitations shown in the policy. The Company will give you a sample of the Policy form, if you ask. The Commitment is based on the land title as of the Commitment Date. Any changes in the land title or the transaction may affect the Commitment and the Policy. The Commitment is subject to its Requirements, Exceptions and Conditions. This information is not part of the title insurance commitment. TABLE OF CONTENTS Agreement to Issue Policy Schedule A Page 3 1. Commitment Date 4 2. Policies to be Issued, Amounts and Proposed Insured 4 3. Interest in the Land and Owner 4 4. Description of the Land 4 Schedule B-1 - Requirements Schedule B-2 - Exceptions Conditions YOU SHOULD READ THE COMMITMENT VERY CAREFULLY. If you have any questions about the Commitment, please contact the issuing office. Form No. 1068-2 Commitment No.: NCS-695612-MPLS Page Number: 3 COMMITMENT FOR TITLE INSURANCE Issued by First American Title Insurance Company Agreement to Issue Policy We agree to issue a policy to you according to the terms of this Commitment When we show the policy amount and your name as the proposed insured in Schedule A, this Commitment becomes effective as of the Commitment Date shown in Schedule A. If the Requirements shown in this Commitment have not been met within six months after the Commitment Date, our obligation under this Commitment will end. Also, our obligation under this Commitment will end when the Policy is issued and then our obligation to you will be under the Policy. Our obligation under this Commitment is limited by the following The Provisions in Schedule A. The Requirements in Schedule B-1. The Exceptions in Schedule B-2. The Conditions. This Commitment is not valid without Schedule A and Sections 1 and 2 of Schedule B. Form No. 1068-2 Commitment No.: NCS-695612-MPLS Page Number: 4 Revision Information: November 21, 2014, December 23, 2014 SCHEDULE A 1. Commitment Date: December 03, 2014 at 7:30 A.M. 2. Policy or Policies to be issued: (A) ALTA Owner's Policy Proposed Insured: Willow -MN, LLC, a Colorado limited liability company (B) ALTA Loan Policy Proposed Insured: NA 3. (A) The estate or interest in the land described in this Commitment is: Fee Simple (B) Title to said estate or interest at the date hereof is vested in: Amount $TBD As to underlying Parcel 1: The Housing and Redevelopment Authority in and for the City of Chanhassen, a Minnesota body corporate and politic As to underlying Parcel 2: Dayton Hudson Corporation, a Minnesota corporation 4. The land referred to in this Commitment is situated in the City of Chanhassen, County of Carver, State of Minnesota, and is described as follows: See attached Exhibit "A". Form No. 1068-2 Commitment No.: NGS-695612-MPLS Page Number: 5 EXHIBIT "A" File No.: NCS-695612-MPLS Policy No.: Real property in the City of Chanhassen, County of Carver, State of Minnesota, described as follows: Lot 1, Block 1, Chanhassen Retail Fourth Addition (proposed) to be platted from: Parcel 1: That part of Outlot A, Chanhassen Retail Second Addition, Carver County, Minnesota, according to the recorded plat thereof, that lies East of the West line of the East 198.31 feet of said Outlot A and South of the South line of Outlot B, of said Chanhassen Retail Second Addition. And Parcel 2: That part of Lot 1, Block 1, Chanhassen Retail Addition, Carver County, Minnesota, according to the recorded plat thereof described as follows: Commencing at the Southwest comer of said Lot 1; thence on an assumed bearing of North 01 degrees 54 minutes 41 seconds East, along the West line of said Lot 1, a distance of 49.13 feet to the point of beginning; thence North 75 degrees 18 minutes 56 seconds East, a distance of 60.45 feet; thence North 19 degrees 45 minutes 39 seconds West, a distance of 88.51 feet; thence a distance of 52.33 feet Northerly on a tangential curve concave Easterly having a radius of 150.00 feet and a central angle of 19 degrees 59 minutes 18 seconds; thence North 00 degrees 13 minutes 40 seconds East, tangent to said curve a distance of 21.29 feet to the Northwesterly line of said Lot 1; thence Southwesterly and Southerly along the Northwesterly and Westerly line of said Lot i to the point of beginning. Abstract property Form No. 1068-2 SCHEDULE B SECTION ONE REQUIREMENTS The following requirements must be met: Commibnent No.: NGS-695612-MPLS Page Number: 6 1. Pay the agreed amounts for the interest in the land and/or the mortgage to be insured. 2. Pay us the premiums, fees and charges for the policy. 3. Documents satisfactory to us creating the interest in the land and/or the mortgage to be insured must be signed, delivered and recorded. 4. Evidence satisfactory to the Company that the execution and delivery of the instruments evidencing the estates to be insured were properly authorized. 5. The standard form of Seller's and/or Purchaser's Affidavit, satisfactory to the Company, is required. 6. The proposed legal description results in the division of existing tax parcels. Municipal subdivision approval must be attached to the deeds to be recorded. (Note: Payment in full of real estate taxes for the year in which the Deed is filed.) 7. Deed from the Housing and Redevelopment Authority in and for the City of Chanhassen to Willow -MN, LLC for underlying Parcel 1. 8. Complete the Minnesota Electronic Certificate of Real Estate Value online at (www.taxes.state.mn.us/crv/) and provide the Company with the following information: (a) Receipt number for the Electronic Certificate of Real Estate Value; and (b) Printout of the completed Electronic Certificate of Real Estate Value. NOTE: The printout must be made when the form is completed. It cannot be accessed after the preparer leaves the system. 9. Well Disclosure Certificate or the following language must be placed on the deed to be recorded: I am familiar with the property described in this instrument and I certify that the status and number of wells on the described real property have not changed since the last previously filed Well Disclosure Certificate or the seller certifies that the seller does not know of any wells on the described real property. 10. Deed from Dayton Hudson Corporation, a Minnesota corporation, to Willow -MN, LLC for underlying Parcel 2. 11. Complete the Minnesota Electronic Certificate of Real Estate Value online at (www.taxes.state.mn.us/crv/) and provide the Company with the following information: (a) Receipt number for the Electronic Certificate of Real Estate Value; and Form No. 1068-2 Commitment No.: NCS-695612-MPLS Page Number: 7 (b) Printout of the completed Electronic Certificate of Real Estate Value. NOTE: The printout must be made when the form is completed. It cannot be accessed after the preparer leaves the system. 12. Well Disclosure Certificate or the following language must be placed on the deed to be recorded: I am familiar with the property described in this instrument and I certify that the status and number of wells on the described real property have not changed since the last previously filed Well Disclosure Certificate or the seller certifies that the seller does not know of any wells on the described real property. 13. Record the proposed plat of Chanhassen Retail Fourth Addition. (Note: Payment in full of real estate taxes for the year in which the plat is filed.) 14. Additional requirements, if any, to be determined. Form No. 1068-2 SCHEDULE B SECTION TWO Ix:(614i0W 1-1 Commitment No.: NCS-695612-MPLS Page Number: 8 Any policy we issue will have the following exceptions unless they are taken care of to our satisfaction: 1. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records, or attaching subsequent to the effective date hereof but prior to the date the proposed Insured acquires for value of record the estate or interest or mortgage thereon covered by this Commitment. 2. Discrepancies, conflicts in boundary lines, shortages in area, encroachments, or any other fact which a correct survey would disclose, and which are not shown by public records. 3. Any facts, rights, interests, or claims which are not shown by the public records but which could be ascertained by an inspection of said land or by making inquiry of persons in possession thereof. 4. Easements, claims of easement or encumbrances which are not shown by the public records. 5. Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown in the public records. 6. Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public records. 7. Real estate taxes payable in the year 2014 in the amount of $0 total; first half paid, second half paid. Base tax: $0. Tax Parcel No. 25.1660010 (covers additional land) Real estate taxes payable in the year 2014 in the amount of $399,566.00 total; first half paid, second half paid. Base tax: $392,968.91. Tax Parcel No. 25.1840010 (covers additional land) 8. Levied and pending special assessments, if any. Note: An assessment search has been ordered. 9. Rights of tenants under unrecorded leases. 10. Access limitations as contained in Final Certificate dated November 8, 1991, recorded November 26, 1991 as Document No. 129663 and as shown on Minnesota Department of Transportation Right of Way plat No. 10-1 recorded March 1, 1990 as Document No. 112541. 11. Terms, conditions and provisions of Development Contract in favor of the City of Chanhassen, a Minnesota municipal corporation, as set forth in instrument dated October 26, 1992, recorded November 17, 1992, as Document No. 142312. (As to underlying Parcel 2) Form No. 1068-2 Commitment No.: NCS-695612-MPIS Page Number: 9 12. Declaration of Restrictive Covenants by the Housing and Redevelopment Authority in and for the City of Chanhassen dated November 10, 1992, recorded November 17, 1992 as Document No. 142314. 13. Covenants, conditions, restrictions and provisions of Contract for Private Redevelopment, as set forth in instrument dated November 10, 1992, recorded November 17, 1992, as Document No. 142322. 14. Terms, conditions, covenants and restrictions as contained in Planned Unit Development Agreement dated October 26, 1992, recorded November 17, 1992 as Document No. 142323 and as referred to in City of Chanhassen Ordinance No. 177 recorded January 6, 1993 as Document No.144375. 15. Easements for storm sewer purposes and incidental rights as contained in Grant of Permanent Appurtenant Easement dated April 26, 1995, recorded April 27, 1995 as Document No. 179477. (As to Underlying Parcel 1) 16. Easements for drainage and utility purposes as shown on the recorded plat of Chanhassen Retail Addition. (As to underlying Parcel 2) Partially released by Resolution No. 2000-30, dated March 13, 2001, recorded April 26, 2001, as Document No. A286309, approving the vacating of portions of drainage and utility easements located on Lot 1, Block 1, Chanhassen Retail Addition, and subject to the conditions set forth under said Resolution. Form No. 1068-2 Commitment No.: NCS-695612-MPLS Page Number: 10 1. DEFINITIONS (a)"Mortgage" means mortgage, deed of trust or other security instrument. (b)"Public Records" means title records that give constructive notice of matters affecting the title according to the state law where the land is located. 2. LATER DEFECTS The Exceptions in Schedule B - Section Two may be amended to show any defects, liens or encumbrances that appear for the first time in the public records or are created or attached between the Commitment Date and the date on which all of the Requirements (a) and (c) of Schedule B - Section One are met. We shall have no liability to you because of this amendment. 3. EXISTING DEFECTS If any defects, liens or encumbrances existing at Commitment Date are not shown in Schedule B, we may amend Schedule B to show them. If we do amend Schedule B to show these defects, liens or encumbrances, we shall be liable to you according to Paragraph 4 below unless you knew of this information and did not tell us about it in writing. 4. LIMITATION OF OUR LIABILITY Our only obligation is to issue to you the Policy referred to in this Commitment, when you have met its Requirements. If we have any liability to you for any loss you incur because of an error in this Commitment, our liability will be limited to your actual loss caused by your relying on this Commitment when you acted in good faith to: comply with the Requirements shown in Schedule B - Section One or eliminate with our written consent any Exceptions shown in Schedule B - Section Two. We shall not be liable for more than the Policy Amount shown in Schedule A of this Commitment and our liability is subject to the terms of the Policy form to be issued to you. 5. CLAIMS MUST BE BASED ON THIS COMMITMENT Any claim, whether or not based on negligence, which you may have against us concerning the title to the land must be based on this commitment and is subject to its terms. Form No. 1068-2 Privacy Policy Commitment No.: NCS-695612-MPLS Page Number: it We Are Committed to Safeguarding Customer Information In order to better serve your needs now and in the future, we may ask you to provide us with certain information. We understand that you may be concerned about what we will do with such information - particulady any personal or financial information. We agree that you have a right to know how we will utilize the personal information you provide to us. Therefore, together with our parent company, The First American Corporation, we have adopted this Privacy Policy to govern the use and handling of your personal information. Applicability This Privacy Policy governs our use of the information which you provide to us. It does not govern the manner in which we may use information we have obtained from any other source, such as information obtained from a public record or from another person or entity. First American has also adopted broader guidelines that govern our use of personal information regardless of its source. First American calls these guidelines its Fair information Values, a copy of which can be found on our website at www.firstam.com. Types of Information Depending upon which of our services you are utilizing, the types of nonpublic personal information that we may collect include: • Information we receive from you on applications, forms and in other communications to us, whether in writing, in person, by telephone or any other means; • Information about your transactions with us, our affiliated companies, or others; and • Information we receive from a consumer reporting agency. Use of Information We request information from you for our own legitimate business purposes and not for the benefit of any nonaffiliated party. Therefore, we will not release your information to nonaffiliated parties except: (1) as necessary for us to provide the product or service you have requested of us; or (2) as permitted by law. We may, however, store such information indefinitely, including the period after which any customer relationship has ceased. Such information may be used for any internal purpose, such as quality control efforts or customer analysis. We may also provide all of the types of nonpublic personal information listed above to one or more of our affiliated companies. Such affiliated companies include financial service providers, such as title insurers, property and casualty insurers, and trust and investment advisory companies, or companies involved in real estate services, such as appraisal companies, home warranty companies, and escrow companies. Furthermore, we may also provide all the information we collect, as described above, to companies that perform marketing services on our behalf, on behalf of our affiliated companies, or to other financial institutions with whom we or our affiliated companies have joint marketing agreements. Former Customers Even if you are no longer our customer, our Privacy Policy will continue to apply to you. Confidentiality and Security We will use our best efforts to ensure that no unauthorized parties have access to any of your information. We restrict access to nonpublic personal information about you to those individuals and entities who need to know that information to provide products or services to you. We will use our best efforts to train and oversee our employees and agents to ensure that your information will be handled responsibly and in accordance with this Privacy Policy and First American's Fairinformation Values. We currently maintain physical, electronic, and procedural safeguards that comply with federal regulations to guard your nonpublic personal information. CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: November 10, 2014 MOTION BY: RESOLUTION NO: 2014 - SECONDED BY: A RESOLUTION APPROVING A FINAL PLAT CREATING CHANHASSEN RETAIL FOURTH ADDITION WHEREAS, Willow -MN, LLC, has requested final plat approval for Chanhassen Retail Fourth Addition creating one lot and one outlot: and WHEREAS, the proposed subdivision complies with all requirements of the Chanhassen City Code; and WHEREAS, the Chanhassen Planning Commission held a public hearing on September 16, 2014 and found the plan consistent with the Chanhassen Comprehensive Plan and Zoning ordinance and recommended approval of the subdivision. NOW, THEREFORE, BE IT RESOLVED that the City Council approve the plat of Chanhassen Retail Fourth Addition subject to the following conditions: Engineerine 1. Before the final plat is recorded the Surface Water Management fees, Park Dedication fees, and GIS fees, $45.00, must be paid as well as any recording fees not collected with the final plat application. 2. The applicant shall submit $25,000 in lieu of constructing stormwater best management practices. This shall be due at time of final plat to be put into an account to be used exclusively for the improvement of water quality downstream of the site. 3. The Storm Water Utility fee for the 2014 rate is $18,525.10 and shall be due at final plat. 4. The final plat must dedicate drainage and utility easements around the perimeter of the property in accordance with City Code Section 18-76. Park and Trail 5. Full park fees shall be collected as a condition of approval for Shops at Chanhassen. The park fees in full at the rate in force upon final plat submission (2014 rate $7,562.60). Passed and adopted by the Chanhassen City Council this I Oo' day of November, 2014. Todd Gerhardt, City Clerk/Manager Thomas A. Furlong, Mayor BUYER: 2. 3. 4. 5. SELLERS: INFORMATION REQUIRED FOR Minnesota Revenue — eCRV Buyer name: Buyer Tax ID or Social Security Number. _ Buyer Is this a foreign address ❑yes Ono Buyer Street address, city, state & zip: Buyer's daytime phone: 6. Seller name: d ( Tai k V `fl - 088 -533 I 7. Seller Tax ID or Social Security Number: , �� -c rc1 8. Seller — Is this a foreign address ❑yes o L"L 9. Seller Street address, city, state & zip: 7700 Aar ft1 6W Po boo Iq 7 �� 11iYl�Sen/ 10. Seller's daytime phone: Q b - 2 Z 7 — )I 11. 12. 13. 14. 15. Seller name: Seller Tax ID or Social Security Number: Seller— Is this a foreign address ❑yes [ Seller Street address, city, state & zip: Seller's daytime phone: PROPERTY: 16. County in which property is 19cat C a ry e V- 17. 17. Legal description: AAAO-(cIATA 18. What is included in sale ❑ land and buildings [land only ❑buildings only 19. Were new building(s) constructed on the property after Jan. 1 of the sale year Dyes Wno 20. Will the buyer use this property as their principal residence ❑yes ton 21. Primary Parcel ID # Additional Parcel ID, if aplili6able 22. Address of property being sold, city and zi code: �y L n I 23. Planned use of property: q�l7 C\N /u' � ,�' ,1 Di y � 1 zs l9 Property Type and Use Code: Ch(A"_cW eH MN ❑ Agricultural (2a) PLEASE SELECT. 55311 ` 1{e( (� ❑ Crop Production ❑ Dairy Production ❑ Fruit -Vegetable Production ❑ Greenhouse ❑ Livestock Production ❑ Nursery ❑ Orchard ❑ Stable -House Arena ❑ Unspecified ❑ Vacant Land Total Acres Associated with Property Tillable Acres Associated with Property Irrigated Acres Associated with Property El Apartment PLEASE SELECT: ❑Apts - 4 or more units ❑Apts — Converted house (4 or more units) ❑Apts — Subsidized ❑Apts — 4d (low income) ❑Assisted Living Facility (4 or more units) ❑Dormitory Rooming House (noncommercial) ❑Manufactured/Mobile Home Park 4129530 CBRCR150-199 ❑ Commercial — PLEASE SELECT. ❑ Airplane Hanger ❑ Airport ❑ Amusement/Recreation Center (rides, mini -golf, skating, etc.) ❑ Auto/Truck (other) ❑ Auto/Truck Body shop ❑ Auto/Truck Dealership new ❑ Auto/Truck Gas convenience store ❑ Auto/Truck Gas station ❑ Auto/Truck Parts -sales ❑ Auto/Truck Repair ❑ Auto/Truck Sales used ❑ Auto/Truck Salvage/Junk yard ❑ Bakery -Delicatessen ❑ Ballroom-Dancehall ❑ Bar -Lounge -Tavern (no food) ❑ Beauty-Hair/Barber-Nail-Tanning salon ❑ Bed & Breakfast (5 or less units) ❑ Bowling alley ❑ Campgrounds private ❑ Campgrounds public ❑ Car wash ❑ Clinic-Medical/Dental office n Convenience store IJ Day Care Center ❑ Delivery service ❑ Excavation service ❑ Farm Machinery -Dealership (new or used) ❑ Farm Machinery -Repair ❑ Financial -Bank -Credit Union -Savings & Loan ❑ Financial -other ❑ Fitness Center -Health Care -Racquet club ❑ Fraternal/Service club ❑ Funeral home/mortuary ❑ Golf course -golf club -country club ❑ Grain storage (not a grain elevator) ❑ Gravel pit ❑ Grocery -supermarket ❑ Hospital ❑ Hotel -motel ❑ Landfill ❑ Liquor store - offsite ❑ Lumber yard ❑ Marina ❑ Media production (radio, TV, newspaper, cable, satellite, etc.) ❑ Movie theatre ❑ Nightclub ❑ Nursing home ❑ Office condominium ❑ Office — corporate campus ❑ Office buildings (1 to 2 stories) ❑ Office buildings (over 2 stories) ❑ Parking lot ❑ Parking ramp ❑ Pharmacy drug store ❑ Post office ❑ Preschool -nursery school ❑ Repair shop (non automotive) ❑ Resort -seasonal or commercial (3 or more units) ❑ Restaurant-bar-lounge-tavem 412953v1 CBRCRI50-199 2 Restaurant -dining (cafe, coffee shop, drive-in, etc.) Restaurant -fast food -franchise Restaurant -fast food -no franchise Restaurant -franchised Retail -condominium Retail chain store Retail store Sauna -massage -steam bath School/college/academy/university/education-private School/college/academy/university/education-public Shopping center/mall Ski slopelpark Special purpose (Laundromat, print shop, etc.) Storage building - other Storage lockers -(mini -storage) Supper club Taxis/bus service Trucking firm Unspecified Vacant land Vacant buildings -no planned use Veterinary clinic Warehouse Warehouse -office Water park -water slide -pool ❑ Industrial PLEASE SELECT. ❑ Animal processing (beef, poultry, swine, etc.) ❑ Brewery -non retail ❑ Cement plant ❑ Fertilizer plant -feed mill ❑ Food processing -(cheese, vegetables, etc.) ❑ Fuel alcohol -ethanol production ❑ Fuel storage (oil, gas, alcohol, etc.) ❑ Grain elevator ❑ Industrial -condominium ❑ Manufacturing (high, heavy, assembly, etc.) ❑ Public utility -electric generation/distribution ❑ Public utility -natural gas distribution ❑ Public utility -other ❑ Public utility -sewer treatment ❑ Public utility -steam production/distribution ❑ Public utility -water treatment ❑ Refinery (oil, gas, etc.) ❑ Stockyard ❑ Unspecified ❑ Vacant land ❑ Warehouse -cold storage ❑ Wool pulp plant El Other PLEASE SELECT: ❑ Cemetery ❑ Crematory ❑ Mineral ❑ No planned use ❑ Railroad ❑ Unspecified ❑ Vacant Land 412953v1 CBRCRI50-199 ❑ Worship facility (church, synagogue, mosque, etc.) ❑Seasonal Recreational PLEASE SELECT.• Cabin (seasonal use) Condominium dwelling Duplex dwelling House single family dwelling Manufactured/Mobile Home Park Manufactured/Mobile Home single family Recreational Land private hunting Recreational Land private non hunting use Recreational Land private wildlife habitat preserve Recreational Land public Park non hunting use Recreational Land public hunting use Recreational Land public wildlife habitat preserve Resort seasonal or commercial (3 or more units) Townhouse dwelling Triplex dwelling ❑ Residential (3 or less units) PLEASE SELECT: ❑ Assisted Living (3 or less units) ❑ Cabin (seasonal use) ❑ Condominium dwelling ❑ Duplex dwelling ❑ Garage/Parking/Storage ❑ Group Home Facility ❑ House single family ❑ Townhouse dwelling ❑ Triplex dwelling ❑ Unspecified ❑ Vacant Land ❑ Rural (2b) PLEASE SELECT.• ❑ Vacant Land ❑ With ancillary structure(s) ❑Managed Forest (2c)/ Timber acres associated with Property: 24. Use(s) before sale Property Type and Use Code: ❑ Agricultural (2a) PLEASE SELECT. ❑ Crop Production ❑ Dairy Production ❑ Fruit -Vegetable Production ❑ Greenhouse ❑ Livestock Production ❑ Nursery ❑ Orchard ❑ Stable -House Arena ❑ Unspecified ❑ Vacant Land Total Acres Associated with Property Tillable Acres Associated with Property_ Irrigated Acres Associated with Property 412953v1 CBR CRI50-199 ❑Apartment PLEASE SELECT. ❑Apts - 4 or more units ❑Apts — Converted house (4 or more units) ❑Apts — Subsidized ❑Apts — 4d (low income) [-]Assisted Living Facility (4 or more units) ❑Dormitory Rooming House (non-commercial) nManufactured/Mobile Home Park ❑ Commercial — PLEASE SELECT: ❑ Airplane Hanger ❑ Airport ❑ Amusement/Recreation Center (rides, mini -golf, skating, etc.) ❑ Auto/Truck (other) ❑ Auto/Tmck Body shop ❑ Auto/Truck Dealership new ❑ Auto/Truck Gas convenience store ❑ Auto/Truck Gas station ❑ Auto/Truck Parts -sales ❑ Auto/Truck Repair ❑ Auto/Truck Sales used ❑ Auto/Tmck Salvage/Junk yard ❑ Bakery -Delicatessen ❑ Ballroom-Dancehall ❑ Bar -Lounge -Tavern (no food) ❑ Beauty-Hair/Barber-Nail-Tanning salon ❑ Bed & Breakfast (5 or less units) ❑ Bowling alley ❑ Campgrounds private ❑ Campgrounds public ❑ Car wash ❑ Clinic-MedicaVDental office ❑ Convenience store ❑ Day Care Center ❑ Delivery service ❑ Excavation service ❑ Farm Machinery -Dealership (new or used) ❑ Farm Machinery -Repair ❑ Financial -Bank -Credit Union -Savings & Loan ❑ Financial -other ❑ Fitness Center -Health Care -Racquet club ❑ Fraternal/Service club ❑ Funeral home/mortuary ❑ Golf course -golf club -country club ❑ Grain storage (not a grain elevator) ❑ Gravel pit ❑ Grocery -supermarket ❑ Hospital ❑ Hotel -motel ❑ Landfill ❑ Liquor store - offsite ❑ Lumber yard ❑ Marina ❑ Media production (radio, TV, newspaper, cable, satellite, etc.) ❑ Movie theatre ❑ Nightclub ❑ Nursing home ❑ Office -condominium 4129530 CBR CRI 50-199 Office - corporate campus Office buildings (1 to 2 stories) Office buildings (over 2 stories) Parking lot Parking ramp Pharmacy drug store Post office Preschool -nursery school Repair shop (non automotive) Resort -seasonal or commercial (3 or more units) Restaurant -bar -lounge -tavern Restaurant -dining (caf6, coffee shop, drive-in, etc.) Restaurant -fast food -franchise Restaurant -fast food -no franchise Restaurant -franchised Retail -condominium Retail chain store Retail store Sauna -massage -steam bath School/college/academy/university/education-private School/college/academy/university/education-public Shopping center/mall Ski slope/park Special purpose (Laundromat, print shop, etc.) Storage building - other Storage lockers -(mini -storage) Supper club Taxis/bus service Trucking firm Unspecified Vacant land Vacant buildings -no planned use Veterinary clinic Warehouse Warehouse -office Water park -water slide -pool ❑ Industrial PLEASE SELECT: Animal processing (beef, poultry, swine, etc.) Brewery -non retail Cement plant Fertilizer plant -feed mill Food processing -(cheese, vegetables, etc.) Fuel alcohol -ethanol production Fuel storage (oil, gas, alcohol, etc.) Grain elevator Industrial -condominium Manufacturing (high, heavy, assembly, etc.) Public utility -electric generation/distribution Public utility -natural gas distribution Public utility -other Public utility -sewer treatment Public utility -steam production/distribution Public utility -water treatment Refinery (oil, gas, etc.) Stockyard Unspecified Vacant land Warehouse -cold storage 4129530 CBR CR150-199 ❑ Wool pulp plant AI)ther PLEASE SELECT: ❑ Cemetery ❑ Crematory ❑ Mineral ❑ No planned use ❑ Railroad Unspecified Vacant Land Worship facility (church, synagogue, mosque, etc.) ❑Seasonal Recreational PLEASE SELECT: Cabin (seasonal use) Condominium dwelling Duplex dwelling House single family dwelling Manufactured/Mobile Home Park Manufactured/Mobile Home single family Recreational Land private hunting Recreational Land private non hunting use Recreational Land private wildlife habitat preserve Recreational Land public Park non hunting use Recreational Land public hunting use Recreational Land public wildlife habitat preserve Resort seasonal or commercial (3 or more units) Townhouse dwelling Triplex dwelling ❑ Residential (3 or less units) PLEASE SELECT.• ❑ Assisted Living (3 or less units) ❑ Cabin (seasonal use) ❑ Condominium dwelling ❑ Duplex dwelling ❑ Garage/Parkmg/Storage ❑ Group Home Facility ❑ House single family ❑ Townhouse dwelling ❑ Triplex dwelling ❑ Unspecified ❑ Vacant Land ❑ Rural (2b) PLEASE SELECT: ❑ Vacant Land ❑ With ancillary structure(s) ❑Managed Forest (2c)/ Timber acres associated with Property: 25. Is the property subject to any Preservation or Conservation programs ❑yes ❑no If yes, see form on-line SALES AGREEMENT: 26. Date of Deed or Contract l(J 27. Total purchase Amount $ 4129530 CBR CRI 50-199 28. Down Payment $(5,%0' ©" 29. Seller Paid Points, if anyC 30. Sale Agreement Financing Type PLEASE SELECT Assumed Mortgage Cash Contract for Deed ❑ New Mortgage 31. Is personal property included in total purchase amount? Oyes Ono If yes, what is the amount buyer and seller agreed to as to the amount of money assigned to personal property. $ 32. Did the buyer lease the property before purchasing it? ❑yes Vno Did the prior lease include an option to buyer? ❑yes Ono 33. Did the seller lease the property after the sale? ❑yes lino If yes, Did prior lease include an option to buy? ❑yes no did seller lease the property after the sale? ❑yes no 34. Did the seller guarantee the buyer a minimum rental income if the prope as previously rented. ❑yes �no 35. Does this eCRV represent a contract for deed payoff or cd resold?[�yesno 36. Did the buyer purchase only partial interest in the property? ❑yes no 37. Was the property received wholly or partially in trade? Oyes trio 38. Is the purchase part of a "like -kind" exchange under section I OJ 1 of the IRS code? Oyes ( no If Yes, See IRS 1031 information page on-line 39. Was the purchase agreement signed over 2 years ago? ❑Yes Ino SUPPLEMENTARY: 40. Are the buyer and seller relatives or related businesses? ❑yes trio 41. Is the buyer or seller eligible for property tax exemption, ie religious, a table? ❑yes �no 42. Is either the buyer or seller a unit of local, state or federal government?- Yes Ono 43. Does this eCRV solely represent a name added or removed from a deed? yesno 44. Was the property condemned or foreclosed, or are there legal actions pending? es E, no 45. Was the property entirely, or partially, received as a gift or inheritance? Oyes no 46. Did the buyer pay for an appraisal of this property? ❑yes'pim If yes, enter appraised value $ 47. Did the seller pay for an appraisal of this property? Elyeglpno If yes, enter appraised value S 48. Did the buyer own property adjacent to the property purchased? ❑yes Ono 49. Did the buyer feel the price paid for the property was significantly different than other potential buyers would have paid? ❑yesno If yes, y? 50. Was the sale announced and/or promoted through realtor listings, newspaper or other publications, advertisements, brochures, or other promotional or informational mailings? ❑yes If no, how did the buyer Team that the property was for sale? 1 ftqo r`ed 14 �YrPC SUBMITTER: I� Name: !/ Organiza on: e-mail: US Daytime phone number: Signature: ofBuyerBorrower. 412953v1 CBR CR150-199 Fina! Settlement Statement Settlement Date: SELLER(S): City of Chanhassen Its: Initials: File No: NCS-695612-MPLS Officer: Katrina Knutson/KK CITY OF CHANHASSEN PLANNING DEPARTMENT 7700 Market Boulevard P.O. Box 147 CHANHASSEN, MN 55317 (952) 227-1100 FAX (952) 227-1110 TO: Campbell Knutson, PA 317 Eagandale Office Center 1380 Corporate Center Curve Eagan, MN 55121 LETTER OF TRANSMITTAL DATE JOB NO. 12/30/14 2014-28 ATTENTION Jean Olson RE: Chanhassen Retail Fourth Addition Closing WE ARE SENDING YOU ® Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change Order ❑ Pay Request ❑ COPIES DATE NO. DESCRIPTION 1 12/29/14 Partial Release of Development Contract THESE ARE TRANSMITTED as checked below: ❑ For approval ® For your use ® As requested ❑ For review and comment ❑ FORBIDS DUE REMARKS ❑ Approved as submitted ❑ Resubmit ❑ Approved as noted ❑ Submit ❑ Returned for corrections ❑ Return ❑ For Recording ❑ PRINTS RETURNED AFTER LOAN TO US COPY TO: Kate Aanenson, Community Development Director copies for approval copies for distribution corrected prints SIGNE : ` Kim Meuwisse 9 227-1107 SCANNED If enclosures are not as noted, kindly notify us at once. PARTUL RELEASE OF DEVELOPMENT CONTRACT PARTIAL RELEASE OF DEVELOPMENT CONTRACT granted this c2s-Aday of December, 2014, by the CITY OF CHANHASSEN, a Minnesota municipal corporation ('City). Recitals WHEREAS, the City and the Dayton Hudson Corporation, a Minnesota corporation, entered into a Development Contract for the plat of CHANHASSEN RETAIL ADDITION, dated October 26, 1992 and filed for record with the Carver County Recorder on November 17, 1992 as Document No. 142312 ("Development Contract'). WHEREAS, the City has been requested to release and discharge the property legally described on Exhibit "A" attached hereto ("Subject Property) from the Development Contract. WHEREAS, all requirements of the Development Contract have been met as to the Subject Property and there is no longer a need to have the Development Contract recorded against the Subject Property. NOW, THEREFORE, BE IT RESOLVED AS FOLLOWS: The Subject Property is hereby released and discharged from the Development Contract. Dated: December 2014 (SEAL) 179699 CITY OF CHANHASSEN By: Thomas A. Furlong, Mayor And Todd Gerhardt, City Manager STATE OF MINNESOTA ) )ss. COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this 2eday of December, 2014, by Thomas A. Furlong and by Todd Gerhardt, respectively the Mayor and City Manager of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. Notky Public DRAFTED BY: Campbell Knutson Professional Association 317 Eagandale Office center 1380 Corporate Center Curve Eagan, Minnesota 55121 Telephone: (651) 452-5000 AMP/imo 17%98 141%. KIM T. MEUWISSEN Notary Public-Minnesoffi My Canxn"M E*k"Ai 91,2o1b That part of Lot 1, Block 1, CHANEASSEN RETAIL ADDITION, Carver County, Minnesota, according to the recorded plat thereof described as follows: Commencing at the Southwest comer of said Lot 1; thence on an assumed bearing of North 01 degrees 54 minutes 41 seconds East, along the West line of said Lot 1, a distance of 49.13 feet to the point of beginning, thence North 75 degrees 18 minutes 56 seconds East, a distance of 60.45 feet; thence North 19 degrees 45 minutes 39 seconds West, a distance of 88.51 feet; thence a distance of 52.33 feet Northerly on a tangential curve concave Easterly having a radius of 150.00 feet and a central angle of 19 degrees 59 minutes 18 seconds; thence North 00 degrees 13 minutes 40 seconds East, tangent to said curve a distance of 21.29 feet to the Northwesterly line of said Lot 1; thence Southwesterly and Southerly along the Northwesterly and Westerly line of said Lot 1 to the point of beginning. • k�^ : ' � • � �► 71323 PUMED VNIT DBW AGUBBMBNT AGRIMMBMT dated _ooatober 26 , 1992, by, between, and anong the Cru OF CBARRABORN, a Minnesota municipal corporation (hereinafter referred to as the "City"), and DA!'1aii nuosoLr coRPoRATZoM, a Minnesota corporation, and S.C. "au" Bum and saxo2TTS BDRDICE, husband and wife (hereinafter collectively referred to as the "Developer"). I. Bequest for Approval. The Developer has ae.sd the City to approve a planned unit development for the land ler,,Nlly described on the attached Exhibit "A" ("PUD"). '8. Conditions of approval. The City hereby grants PUD approval subject to the conditions set forth in this Agreement. 9. Development Plane. The PUD shall be developed in accordance With the following plans. The plane shall not be attached to this Agreement. Tf the plans vary from the vritten terms of this Agreement, the written terms shall control. The plans ares A. Conditions listed in staff report dated September 1992, attached hereto as Exhibit "B". 0. Site plan dated �pygm , 1992, prepared by RLK Associates Ltd. C. Landscape plan dated November 6 , 1992, prepared by RLK Associates Ltd. D. Plat of Chanhassen Retail Addition. A. Boning. Except as nodified by this Agreement, HG, General Business District zoning, as nay be amended from time to tine, shell apply to the PUD. S. Additional Approval.. Prior to development, the following additional approvals are required. This list is not inclusive and does NOTE, This document is being, recorded on y in the abstract dept. on Nov 17,;992 , not exempt the Developer from any other requirements imposed by statutes, rules, or c-dinances. Required approvals inoludet PUD: A. PUD requirements in the City's zoning ordinance. B. Preliminary and final plat approval for Outlot B, Chanhassen Retail Addition. C. site plan approval for each lot except Int 1, Block 1, Chanhassen Retail Addition which has been approved. a. Allowed Uses. The following uses are permitted within the • Day Caro Center • standard Restaurant, • Retail • Financial Institutions, including Drive-in service • Newspaper and smell Printing Offices • veterinary clinic • Offices • _Health Care Facility • Garden Center (completely enclosed) • Dare and Taverns, it not more than 40% of gross revenue it derived from the sale of intoxicating liquor • Past Food Restaurants on Outlot B, Chanhassen Retail Additio•e (a maximum of two) Except an provided above, all other permitted, conditional, and interim uses are prohibited. 7. Building Materials and Design. All buildings within the PUD shall conform to the following requirementst A. All materials shall be of high quality and durable. masonry material shall be used. color shall be introduced through brick or colored block or 1 .els. Painted surfaces shall be allowed only on Lot 1, Block 1, Chanhassen Retail Addition. B. Block shall have a weathered face or be polished, fluted, or broken face. C. Concrete may be poured in place, tilt -up or pre -cast, and shall be finished in atone, textured, or coated. D. metal standing seam siding may only be used as support material to one of the above materials, curtain wall on office components, or as a roofing material. 626 2 rll/09/92 E. All accessory structures shall he designed to be compatible with the primary st:uctw.e. All ground mounted equipment, trash storage, etc. must bs Pully screened by compatible masonry walla. P. All roof mounted equipment shall bo screened by pitched roofs, except for Lot 1, Block 1, Chanhassen Retail Addition, shall have a parapet wall for eoreening. Wood Doreen fences are prohibited. Screening Shall conaiet of compatible materials. G. All outlots shall be designed with similar material and colors as the building on Lot 1, Block 1, Chanhassen Retail Addition. B. All buildings on outlot B, Chanhassen Retail Addition, shall have a pitched roof line and use architectural theme consistent with each other, the building on Lot 1, Block 1, Chanhassen Retail Addition, and representative of the Chanhassen CBD. a. Landscaping and Screening. -Development within the PUD shall confora to the following requiramentes A. Each lot within the PDD must have a landscaping :ler, approved by the city as part of the site plan revie;, process. 8. All open spaces and non -parking lot surfaces shall be landscaped, or covered with plantings and/or lawn material. C. Outdoor storage is prohibited. D. The master 1w0scape plan for Lot 1, Block 1, Chanhassen Retail Addition, shall be the design guide for all of the specific site landscape developments. Each lot must present a landscape plan for approva with the site plan review proceea. S. Loading areas shall be screened frau public right-of-ways. Wing wall may be required where deemed appropriate. P. Outlot 8, Chanhassen Retail Addition, shall be seeded and maintained in a weed free condition in all areas proposed for future development. C. Tree preservation areas Shall be clearly staked and marked by snow fence. Prior to the start of grading, City staff may require minor revisions to grading including the potential use of retaining wails, if it appears that tree preservation will benefit. Protected trees lost due to development activity shall be 626 3 rll/09/92 replaced on a caliper inch basis in accordance with plans approved Ly city staff. 9. Signage. Exterior signage in the HUD is limited to the following; A. Lot 1, Block 1, and outlot B, Chanhassen Retail Addition, are each allowed one pylori sign. C. each lot shall be allowed one monument sign located near the driveway into the lot. Monument signage shall be subject to the monument standards in the sign ordinance. C. wall signs are permitted on no more than two (2) street frontages. The total of all wall mounted sign display areas shall not exceed fifteen percent (is!) of the total area of the building wall upon which the signs are mounted. D. The signage must T.�va consistency throughout the PUD and shall tie the building materials to be consistent with the signs. This includes freestanding wall and monument signs. Signe shall be an architecture feature, they shall not be solely mounted an a pole of a foundation. E. Consistency in signage shall relate :o color, size, materials, and heights. P. Sign permits from the City are required for each sign. C. Temporary signs are allowed if consistent with the City sign code. L0. Lighting. The following exterior lighting standards in the Pun shall apply: A. All light fixtures shall be shielded high pressure sodium shoe box fixtures. Light level for site lighting shall be no more than 1/2 candle at the property line. This does not apply to street lighting. B. Glare, whether direct cr reflected, as differentiated from general illumination shall not be visible beyond the limits of the ai�e from which it originates. C. Lights shall be on a photoelectric cell to turn them on and off automatically an activated by yearly conditions. D. Light poles shall use shoe box light standards. bee 4 r11/09/92 5 is. special provisions. PVD development shall also comply With the following special provielonsi _ A. All buildings on Outlet s, Chanhassen Retail Addition, shall have a pitched roof. B. The City may require a revised concept plan for outlet 0, Chanhassen Retail Addition, depending upon the alignment for West 70th Street. C. The impervious surface for the entire PUD shall not exceed seventy percent (70t). All site plans an9 development shall be consistent with this requirement. 3.2. Representations by Developer. The Developer represents to the City that the PUD and its development will comply with all city, county, metropolitan, state, and federal lave and regulations, including but not limited to: subdivision ordinances, zoning ordinances, environmental regulations, the Federal Clean Water Act, and the applicable Minnesota statutes and regulations regulating wetlands. If the City determines that the PUD does not comply, the City may, at its option, refuse to allow construction or development work in the PUD until the Developer does compl,•. Upon the City's demand, the Developer shall cease work until there is compliance. 13. Changes im official Controls. Unless the Developer bas materially breached the terms of this PUD permit, for two (2) years from the date of this Agreement, no amendments to the City's Comprehensive Plan, except an amendment yiacing the PUD in the current metropolitan urban service area, or official controls shall apply to or affect the use, development density,. lot site, mot layout or dedications of the approved PUD unless required by state or federal law cr agreed to in writing by the City�and the Developer. Thereafter, notwithstanding anything in this Contract to the contrary, to the full extent permitted by state law the city may require compliance with any 626 5 !11/09/92 L P amendments to the City's %*�omprehensiva Plan, official controls, platting or dedication regnirements enacted after the date of this Agreement. 14. Responsibility for costa. A. The Developer shall bold the city and its officers, employees, and agents harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from FUD approval and development. The Developer shall indemnify the City and its officers, employees, and agents for all costa, damages, Or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. B. The Developer shall reimburse the City for costs incurred in the enforcement of this Agreement, including reasonable engineering and reasonable attorneys' fees if tht r..% prevails. C. The Developer ohell pay in full all bills submitteQ to it by the city for obligations incurred under this agreement within forty-five (45) days after receipt. If the bills are not paid on time, the City may :tact PDD development and construction until the bills are Paid in full. Bills not paid within forty-five (45) days shall accrue interest at the rate of eight percent (68) per year. (SEAL) CITY OF �CHANHA36EN -7 Ey:` Donald J. cFaiiel Mayo Byt Don Wshwortiv,ty Manger 626 6 ril/09/92 DEVELODBRI DAYTON HUDSON BY: �Jv limos-h��' .. BRIQIWE aURDICR STATE OF MINNESOTA ) i ( ge. COUNTY OF CARVER ) The foregoiggg instrumLent was acknowledged before me this day of 1992, by Donald Y. Chmiel, Mayor, and by Don Ashworth, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. .y � KAAEV 11 ENGUKR1i0T STATE OF MINNESOTA ) I Nomy M SN Al COUNTY OF iiENFJcFIpj ( The foregoing instrument was acknowledged before me this 161k day of h'v- , 1992, by crLJnrd J• Bjrrman ,the V.ey` and-bY 2=4 at - 1AK40l store the- and oP Dayton Hudson Corporat own, Minnesota corporat on, on its behelf. l r . ,YTARY PUBLIC 10MY'/11ibp1y9uanrysm Wj 47 «y 7 r11/09/92 STATE OF KINNEBOTA ) COUNTY OFt ) Tb foMin� inetr'w"t w owledged before me thio la day of a `�� , 1992,•by .C. "Ji " rdSek and Brigitte Burdick, huPoand and wifa. �' k xorunPmx�c-u:c:[.mu r Y PUBi.Ic NL*UN W IFY My e,,,M" [spm A61 6, MI DRAFTED BY: Campbell, Knutson, Scott i Fuchs, P.A. 1380 Corporate Center Curve, Suite 8317 Eagan, Minnesota 55121 (612) 452-5000 9 sroNsaNx fee owners of air or part of tKe subject props yt the dovalopnant of which is governed by the foregoing Planned Un Development P%rmit, affirm and consent to the provisions thereof and agree to be bound by the provisions as the same may apply to that portion of the subject property owned by them. Dated this day of , 19 STATE OF MINNESOTA ) COUNTY OF ( ego, The foregoing instrument was acknowledged before me this day of , 19-1 by NOTARY PUBLIC ORAMT0 BYs Campbell, Knutson, Scott & Fuchs, P.A. 317 Bagandals office Center 1380 Corporate Center Curve Eagan, Minneeota 55121 (612) 452-5000 °u. r11/09/92 nolds a mortgage on the subject property governed by the foregoing Planned Unit D the Development contract shall remain in it forecloses on its mortgage. Dated this flay of STATE OF MINNESOTA ) COUNTY OF 68. ) 'which dove opaent of which is ment Permit, agrees that force and effect even if 19_ The foregoing instrument waa acknowledged before me this day of , 19,Y„_, by ROTARY PUBLIC DRAFTED BY: Campbell, Knutson, Scott fi Fuchs, P.A. 311 Bagandale Office Center 1360 Corporate Center Curie Ragan, Minnesota 55121 (612) 452-5000 626 rll/09/92 aaaIBIT "A„ TO VLANWD UnT DBVBLOMM AoRZELMR r Lots 1, 2, and 3, Block 1, BURDICK PARK ADDITION. AND Lots 1 and 1, Block 2, BURDICK PARK ADDITION. AND Lots 1 and 2, Block 3, BURDICK PARK ADDITION AND Lot 1, Block 1, and Outlots A, B, CNANBASSSN RETAIL ADDITION. 626 111/09/92 Target Development September 16, 1992 Page 2 19 Ryan Contraction Company of Menem will be the developer of the Chanhassen Target store and oudoOetail sites This will be the first retail project Ryan Con"nwdon has developed in Chanhassen. Target stares will be the owner of the Target store and property. The entire property is 22.03 acres iacluding a 116,822 square foot Target atter (10.29 ease), Oatlot B offeriog space for 15000 to 17,000 square feet of future retail development (5.91) acres, and Oudot A (1.54 acres) one preservation area. The HRA is also considering a gateway treauncot on a portion of Outlor R. which would be approximately SO acres is sire. The gateway arra is located near the intersection of Hwy. S and Powers Blvd. It would be occupied by some sort of monument and a landscaped area to be designed by the city. The total acreage docs include the Burdick Peds Addition, Block 3, Lots 1 and 2. Stag' had reeontnteeded that this area be added to the PUD at the time of preliminary plot approval. At this time, Target is requesting site plan approval. Approval for any devdopmmt in Outlet B will come at a later date. individual site pion approvals will be required. The applicant is requesting a grading permit as well as preliminary PLID and plat approval. The entire proposal has changed since the leaf Planning Cbeuuission mccting. Most significantly time changes include the design of the Tvget store, the design of Outlot B and a proposed relocation of West 78th Street The proposed touchdown location of West 78th Suver at Powers Boulevard has been moved 120 feu to the South The relocation would bring the road closer to Hwy. S. It appears that this relocation may %.ark, but approval from the County Traffic Engineer, MDIDOT, and the city will be required. if the road rmr<_ in the original realignrrteot instead of the current Ryan proposal, the conceptual configuration of Oudot B would need to be revised. The major concerns of the Plaiening Otnnmisdon at the dm of conceptual review were the view (appearance) of Target from West 76th, increadng the amount of landscaping in the Target parking lot. lack of access between Target and the buildings In Outlot B. and the design of the Outlet B. Staff feels that these issues have been niccessfully addressed in the revised site plan. At the time of conceptual review, Ryan Coostractioo has proposed 3 alternatives for Oudot B. The preliminary PUD has focused In on one design for Oudot B. ilia version includes four buildings ranging from 15,000 to MOOD square feet located on 5.19 acres. The design for Outlet B also shows a redesigned reed that provides a better Dow through the development As befere, the exact tenant mix terrains unknown. However, there will be a mwdmum of only two fast food outlets. The purpose of the concept pian is to establish an overall layout of the outlot along with standards for building dcslg% landscaping, pedestrian access and signage. We believe the martat proposal, when con bin ted with conditions pmeosed by staff, will be effective in directing the satisfactory development of this area L' U m dh t IL .: !TY OF PC DA1I3: SqL 16.1992 CHANHASSIN CC DAME Saps 28, 1992 CASH A: 92.5 PUD, 92.2 SPR 92.6 IUP STAFF REPORT PROPOSAL: Preliminary Planned Unit Development Appmal Pteaminaty Plat Site Plan Appmval for Target Store Interim Use Permit for gmdiog entire site LOCATION: West 98th Street, aortb of Hwy. 5 east of Powers Blvd. and west of Monterey Drive APPLICANT. Ryan toaawcdan RTIC and Associates 700 IwAmatioaal Croke 922 Main Street 900 Second Avenue So RW)ins. MN 55343 Minneapolig. MN 55402 PRESENT TONING: ,BO, Geral Business ACREAGE: 2203 acres DENSTTY: ADJACENT ZONING AND LAND USE: N - BG, General Business S - Hwy. 51 IGP Industrial Office Park E - BO, General Business W - R 12 High Density Residential WATER AND SEWER: Available to the site. PHYSICAL CHARACTER: Ttte Bite has a signifleant stand of mature kava including Dake, elnw t*sswood and box elders. The site slopes to the south. Cunendy. a portion of this site is farmed. 2000 LAND USE PLAN: Commercial EXHIBIT 8 TO PLANNER UNIT OEVELOPHENT AGREEMENT lY Target Development September 16, 1992 Pup 3 A significant smanat of landscaping has been added to the Target packing lot: In addition, the Amount of imparvions surface bas been reduced. The parcels that am included to the Target PUD plan includes the Burdick Park tad Addition, Lots 1-5 and Weal Villap Heights subdivision, Lot 1, Block 2, and Burdick Fade Addition, lots 1 and 2, Block 3. If the road moves to the south an cutlot, 1.41 acres in size, will be created. It is envisioned that this would be combined with land to the north owned by the tames Company - Theta is a large amid of mature trees located on this site. The HRA will be acquiring these aces mad the Target sane will be tucked against them Loading docks and acerss will be located off of Picha Drive via Monterey. Therefore, all loading will be screened from view. The Target atom will have the 8 inch file glazing with blue, greeu cad red located at 8 feet. 10 feet and 20 feet, respectively. The plan proposes a painted masonry with dark tan on the bottom trnsthhd and light ran on the top two-thirds. Block columns, 26 feet in height, will be placed along the hunt entrance aide of the bullding. The building will be 28 feet in height including a 3 foot 4 inch parapet wall. At the top of this well will be a 1% corbelled element The parapet wan would block all views of HVAC equipment: this would include views from Hwy. i. A pitched roof element to the roof has been proposed over the entrance to the Target store. This pitch element is proposed to be a metal standing seam, bronze in color. This design eletmat has been carried around to the West 78th side of the building. A facade punch out has been shown. The facade element will have a metal standing seam roof placed on 20 foot columns. There will be some back lighting to these elements, that should help soften the building. Staff feek that the design on West 78th is superior to the proposal submitted eariier. Although the building is of eecraafty, quite large, the new architectural elements am mora reflective of downtown Chanhassen We believe it will be one of, if not the most attractive Target in the Twin Cities area. 'ibis development proposal calls for realigning West 78th where it touches down on Powers Boulevard This proposal would move the rad appmndmately 120 feet to the south or dose to Hwy S. Super, Roscoe, Faus h (SRH the city's traffic engineering consultants, advised the staff that this alignment may work. Tentatively, KKDOT and the Carver County Traffic Engineer concur but review and approval from these agencies as well as the city would be necessary before this alignment is approved At the time of writing, the exact location of the road remains undetaminei The alterative albgnmmu have no impact upon the Target site. only Ocuiot B. The right•of--way on West 79th Street has been shown at SO feet from the centerline for the entire, length of the devegopmeat. The SO feet allows for two thtorgh traffic lanes, required turning lanes and, in &cure areas, sidewalks cad landscaped boulevard. Sugar, Roscoe, Fausch (SRF). will be preparing the road design for West 78th The Target proposal shows 3 access points into the proposed development: one at the enttaoce to Target, one into the Target parking mea, and Target Development September 16.1992 P: 4 one itrto the Oudot B paTkiog area. SRP has reoommeaded that the access closest to Powers Boulevard servicing the outlet be a right tum-inhtoa-out only. A signal may be wamaeed at the Target enttaom Staff Is recommending the use of the PUD zone for several reasons. These reasons include: preservation of desirable site characteristics (aces), improved pretreatment of MM wwa, improved and coordinated architectural standards (pltched roofs, uniform signage and building design), coordinated site d velopmcnt, traffic management and design techniques (red=idg the Pomettial for traffic conflicts). screening of undesirable views of loading areas. Stall' believes that this project is well conoeived but a few issues still need to be flnalired before final approval of the PUD. The use of the PUD zone for chis site shall ensure the type of devolopment desired for, this area Staff recommends approval of the rezoning to PUD preliminary plat, six plan, and interim use pan* for the Target store subject to the conditions ie the staff report S- j e This site Is cm, ndy vaunt, although a porton of the Ate is planted with earn. Then is a produce stand beard on the property, that has been there far a few years. Then is a 3 plus acre area of trees. The six slopes towards Hwy. 5 and is approximately Z5 feet below the road grade on Hwy- 5. The city, in conjunction with Baron Aschman, is in the process of developing a Corridor Study for Hwy. 3. The views from Hwy. 5 and the proposed deveMpmmT in this area is critical to the image of the city. Ile site Is bordered by 3 major collectors, Hwy. 5, West 78th, and Powers Boulevard. SRP has been working an the West 78tb bygn ovement District. Recently, the City Council has approved the lomtion of traffic signals at Laredo, Kerber, Great Plains and Market. SRP is also working on the relocation and design of West 78th Saes. 'Ila. Is a significant change in elevation from the'target site to the Burdick property to the cart. Thee is a need for a retaining wall for the 5 to 6 feet in elevation difference. Access to the Property to the east will be gained through the Target parking IOL Background The paecela that are included In the Target PUD plan include the Burdick Park 2nd Addition, Lots I-5 and West Village Heights subdivision, Block 1, Lot 1 and Burdick Park Addition, Block 3, Lots 1 and I The total acreage to be rezoned is 20.62 acres If the toad is moved to the south and 22.03 acres if the roar' Is located on the proposed Comprehensive Plan allgnmcnL lc� Ttuga Devoloptnent September 16. 1992 Page s The Burdick Pact Addition, approved In 1790, platted this arca into 5 lou. Bacb of these lots eoddd be developed hnffividually. to lite waist tau secaario, they w mM each have lncomp46610 std itecenur, Individual pylon signs and sepstnto cmmw-es note West 78th Street At the Baine time, traffic generation would be similar to ole mureat Target proposal. The PUD concept plan for Target was approved by the Plamnatg Cornmissiou on September 2, 1992, and is sdheduled to be beard by the City Council on Septentbet 14th. The MRA will acquire the property where the development ie proposed. Tint p =bate is contingent upon receiving an d7 approvals including rezoning, tote pk% subdivision. etc. Affi.O1yRJ4 &ftcaspa for Reigning to FUD The applicant is requtstdag to retone eppaoxhtntdy 22.03 acres from SG, Geaerad Business to PUD. Planned Unit Development The fokowing'toviVW ctmstituW our evaluation of the PUD request. The review aiomis is taken from the intent recti® of the PUD Ordinance. Section 206501. Intent Planned gait development developments offer eabanced flexibility to develop a site through the mlaxadoa of most normal zoning district standards. The use of the PUD zoning also allows for a greater variety of uses, internal transfer of density. mostnudon phasing and a poteatW for lover developm=t costs. in exchange for this eabanced flexibility, the city has the expectation that the developmcat plan wilt result in a significantly higher quality and more sensitive proposal than would have been, dee case with the other. more standard zoning disviets. It wM be the applicant's responsibility to demoaassate that the City's expectations are to realized as evaluated against the following daiteria: Planned unci developmeats am to aneoumage the following: 1. Preservation of desirable site characteristics and open SPM and protection of sensitive environmental features, including steep slopes, macule trees, ereeka, wetlands, lakes and Searle views. 31lgdin There is a significant stand of trees located on the southeast coma of the Sile. These aces include oak, elm ash, basswood and box older. The HILA will be acquiring 1.54 ages of the trees. Thi3 will include the area that is prtdominatdy oak, so that the eras are pteservod. These new am highly visible hem the Hwy. 5 corridor and tntr ptesavation will be an asset to the city. They will offer considerable screening of a porton of the Target acme and all loading areas. 1? Turgot Developroaat September 16, 1992 Page 6 2. More efficieat and effeetive use of land, open space and public facilities through mixing of land uses and assembly and developme-:t of land in larger Nrools. The subject property is triangular turd bordered by 3 major wilemrs. The advantage In the PUD proposal is that the city is gaining a totally planned concept. If this were to develop separately as individuals parcel:, signage, landssapiag, lighting and arcWtechue would not be compatible. The coordination of the site development will also Improve the efficiency and cost effectiveness of, public improvements. TBere willbe s enmptchenaive storm drainage system. The building pad on Outtot B will have a common access as opposed to separate drives. 3. High quality design and design compatibility with surrotading land uses, including both existing and planned. Site planning, landscaping and building architecture should reflect higher quality design than is found elsewhere in the contmuaity. m—d'vxe. The applicants ate proposing to submit individual buildings plans for each development pat. The city will utiiine its normal site plan review proced= for each. The approved PUD documents will establish firm guidelines to ensure that the site is developed io a consistent and well planned manner. Higher quality development will result That will be compatibility with the development occurring in the CBD. 4. Sensitive development in transitional meas located between different land uses and along signifimm torrldms within the city will be encouraged Fulton Sidewalks will be placed along West 79th and Powers Boulevard Staff is also tecorameading sidewalks along the western side of the road through Outlet B and a pedestrian access baweeo Target and Outlet B. In addition, the HRA is proposing a gateway treatment adjacent to Powers Blvd, Additional landscaping will be provided along west 78th, Powers Blvd. and Hwy. 5. The back of the Target store will be against the trees and all loading will be screened from view. 5. Development which is eoasistent with the Comprehensive Plan. Findllgt . The Comprehensive Plan guides this area for commercial development. This area is adjacent to the Market Square development. The property north of the site is also mated comnerciai and guided for commercial development The city is currently rovlewing a multifamily d-veloprnmt In the vicinity, 6. Parks and open space. The creation of public open space may be required by the city. Such pant and open space shall be cons4mm with the Comprehensive Park Plan and overall trail plan. Target Development September 16, 1992 Pap IrrMinc. 'be Park and Recreation Commission have reconvtten ied that sidewalks be placed along West 78th and Poweu Blvd, The Commission also recommended that the park and trail fees be received in lien of park and trail dedication. Provision of bossing affordable to all income groups if appropriate with the PUD. Eng Not applicable to this proposal. 8. Energy conservation through the use of more efficient building designs and sightings and the clustering of buildings and land -- DIM Chanhassen is one of the fav mburban communities that is able to have a pedestrian oricated CBD. This is pouible by the creation of a centralized "dmwtown". There is a park and ride facility In the area and the downtown is connected by sidewalks. 9. Use of traffic management and desiga techniques to reduce the poteadW for traffic oontllcts. Improvements to area roads and fatetsecoons may be required as appropriate_ Access to this site will be from Hwy. 5. Powers Blvd. and West 78th. The City Council has recently approved the location of 4 traffic signats on West 78th Street at Grew Plains, Market, I.eredc and Reber Boulevard. Sugar, Roscoe, Fausch, the city's contatltiag traffic engineers. have recommended that a signal be placed at the retain entraneo to the Target atom. Of the other 2 eatramcea. one will be a full access (noo- signaled) into the Target puking lot and the other access to the building in Oudot B will be right -in and right -out only. Summary of Remning to PUD Rezoning the property to PUD provides the applicant with flexibility but allows tht city to request additional improvements and the Bite's unique features can be better protected. The reduced standards allow the disturbed areas to be furtber removed From the unique features of the site, in return for reducing the standards, the city is receiving: • Cemaisteat with Comprehensive Plan • Screening of undesirable view of loading areas • Preservation of dmirable site dnaractedstis (trees) • improved enshitectuta] standards, including: pitched roof, teniform sign and architecture • Traffic management and design techniques to reduce potential for traffic conflicts • Improved pretreatment of storm waw 7hrgat Development September 16, 1992 Page g 11006IQARY APPROVAL At this t)m% the apphcmrt is requesting preliminary plat and PUD approval as well as site plan approval lx the Target Site. Staff i3 re=nmending the following to be used as the development standards for this PUD zona GilSilt PajW •r l ^e DEVEWPhUM SfANDARM The applicant has proposed the following development standards in their PUD plan. Staff has reviewed these proposals, made comments or findings, end then given the staff proposal for leagtrage to be incorparatod into the final PUD plea docu neat. IL haat 7be purpose of this zone is to create a PUD corm ucieVread zona The use of the PUD zone is to allow, for more flexible design standards while creating a higher quality and more sensitive proposal. All utilities are required to be placed underground. Each lot proposed for development shall proceed through site plan review based on the development standards outlined below. b. Permitted Uses AnOww's Propos»!. no applicant is requesting that all building sites within the affected property shall be used solely for a Target store and commercial temil developmutt. Target Stores, Inc, will be the owner of the Target store and property. Individual site plans will be submitted to Ryan Construction Company, the property agent for approval relative to architecture, building materials. and site improvements. )5ndtna. The permitted uses in tri•, zone should be limited to appropriate commercial and service uses consistent with the City's COD developmeat goals The uses shall be limited to those ea defined hcreia If them is a question as to the whetber or riot a use meats the definition, the aty Courted shall mah that interpretation. 1. Day Caro Canter 2. Standard Restaurants 3. Heahh and recreation clubs 4. Retail 3. Financial Institutions, imluding drive-in service • 6. Newspaper and small prindag offices 9A Target Development September 16. 1992 Page 9 7. Veterinary Clinic 8. Admal Hospital 9. Offices 10. Heal Ogre Facility 11. Garden Cooter (completely enclosed) 12 Baia and Taverns 13. Far Food Restaurants (Marimmn of 2) • Drive thru's should be buffered from all public views AAypli son 'S Pronaaal The applicant is proposing to hove all buildings no closer than 45 feu to Hwy, 5, Powers Boulevard and West 78th Street Perking will be no closer than 20 feet to West 78th Sweet end Powers BoulevW end 15 feet from Hwy, 5. Fading. In the PUD standards, the building setback for comnurcial is 50 feet from any public right-of-way, parking along right-of-ways shall be set back 20 feet Buildings located in Oudot B do not meet these standards_ Staff is reoortnnuding the foQowing setbacks. Street Building Parking Setback Setback West 78th Terga 50 feet 20 feet Oudot B 50 feet 20 feet Powers BoulevaM $0 feet 20 feet Hwy, 5 Target 100 feet 20 feet Otnlot B 50 feet 20 feet The location of the Target atone meets these standards one of the buildings on (?UUM B Bie in non-campUance. Plans can easily be revised to eliminate the need for a variance. aI TERM Devolopmerd Septomber 16, 1992 Page 10 d. Development Standards Tabulation Boa USE Lot Area No. of Bldg. Paridog Impervious Acura Bldgs. sq. R Surface Target 10.29 1 116,982 585 7630% (S85 required) Oudot A Trees 1.54 none none none none Outlot B includes 5.19 4 15,000- 200+ 50.90% gateway area 17,000 (200+ Outlet C road 1.41 Us. D.R. n.a. na remnant Burdick Addition. 01. U.S. n e aa. a.e. Lots I & 2 TOTAL 22.03 4 average 785 + average • 132,822 63.6 96 The PUD etmdard for hard surface covwW is 70% for commercial uses. The proposed development meets this standard with an average of 63.6% herd surface coverage. This excludes the 1.54 acres of trees and the .27 acres for right-of-way. Hub dw plan in Oudot B will have to be reviewed to see if the parting moets the parking standards. Each development must deal with the balance of the site, e. building Materials and Destgn APP4Me s Pmgrsal. The developer is proposing that Target will establish the architectural standards. Ryan CmrstrucCon will approve Individual site plans to ensure architecare building materials and site improvements. Finding. The PUD regrires that the development demonstrate a higher quality of architectural standards and she design. All mechanical equipment shall be screwed with material compatible to the building. Ttrrget Devdopmew September 16, 1992 Pap 11 1. All ma cdals shalt be of high quality and durable. Masonry material shell be used. OWor shall be introduced through colored block or pawls. Painted stafaces shall be allowed am the Target store ordy. 2 Bloch shell have a weathered face or be polished, fluted, or broken fermi. 3. Gbaerem mazy be pow ed in place, tilt -up or pre -teat, and shall be f nisbod in shrae, tacarred or coated. A. Metal standing seam aiding wM only be approved except as support material to ow of the above materials, curtain wall on office components or as a roofing trxaterial. S. An scoessory toucoues shall be designed to be compaoblc with the primary Muctur& All ground mounted equipment, trash storage esu to a fully =owed by compatible masonry walls. 6. All roof moanoed equipment shall be screened by pitched roofs, except for the Target some shall have a parapet wall for seeding. Wood scraw feaoet are prohibited. Scrc=ing shall consist of compatible materials. 7. AU oudots shall be designed with similar rmterial and colors as Target. (Target will be the fist store to build and they will etasbiisb or ser the thane.) 8. All buildings on Outlot B shall have a pitched roof line and use arr hitecbtral thanes consistent with each cher, the Target store and representative of the Chmtbassen CBD. f. Site Landscaping and Sereerthtg Atwllcant's PrumosaL The applicant has prepared a very detailed and high quality landscaping pian for the Target store. Sites on Outlot B will be landscaped In accordance with plans approved as development is proposed The landsca*g plan does an excellent job of buffafng views along West 78th Street, breaking op the expanse of the building and breaking up the perking lot mea The amount of landscaping meets or exceeds city staadarde, Tree preservation is also an extremely strong element. Fludin In addition. to kb= to the higher quality of developme n as Veiled out In the PUD zom all loading erase shall be screened. Rech lot for development shall submit a separate lartdacapfng plan as a part of the site plan review process. ,7 3 Target Developmw September 16, 1942 page 12 1. AD open spaces and non -parting lot Surface* (owlot) ebaA be landscaped, or covered with plantings wAVcr lawn material. 2. Outdoor storage is prohibited. 3. Tho master landscape plan for the Target PUD sbail be the design guide for all of the specific site Ixndocape developatents. Each lot must present a landscape plan for approval with the ante plan review pro=s. S. Loading areas shall be tcreened firm public right-of-ways. Wing wall may be ragnuvd where deemed appropriate. , 6. Outlot 8 shad be seeded and maintained In a weed free coaditiou -as proposed for fugue devt4opmwa- 7. TV= preaarvation areas shell be ckady staked and marked by snow fence prior to the scut of grading. Staff will use Its discretion to roquire miser revisions to grading including the potential use of retaining walla, if It appears that trot preservation will benefit. Protected trees lost due to development activity shall be replaced on a caliper inch bask in accordance with piens approved by stall'. 8. A satisfactory leder of credit to onswe compliance with approved plain shall be provldrd prior to the start of grading. & Signage 8ppW!S's PronoaaL The applicant is proposing each lot to have a monument sign and 2 pylon signs, one for Target sad one for the ondoL Signage would be consistent througbout the development. Firoding. Staff is proposing one freestanding vole sign be permitted for Target and one fm the other buildings in Outlot B. All buff on Outlot B should be limited to montunew signs. 1. Bach property diad be allowed one menumem sign located boar the driveway into the private site. Monummt, signage abed be nsbject to the monurnm standards ;n the a* ordinance 2. Well signs an permitted an no moa that 2 street frontages. The total of all wan moaated sign display aeras Shan act exceed fifteen (1 S) pesaaK of the total area of the bundntg teen upon which the sign an rnohmted. Target Development September 16, 1992 Page I3 3. All signs requite a separate permit. 4. The signage will have consistency througboet the development and shall tie the building materials to be consistent with the signs. This includes the freestanding waA and ntonu rneot sista. Signa shall be an etrehitecture feature, they shall not be solely mounted on a pole of a foundation. S. Consistency' in siypage shall relate to color, sire, mausials, and hdgbts. 6. Sign permits from the city are required for each sig. 7. Temporary rigns will be allowed in a manner consistent with the city sign code. L LtgMrtg Aimlicani's Prot oral. The applicants are proposing a decorative shoe box future, with a square omansttal pole. These would be in the parking tot and the strw right-of-way. Findin $• 1. All light fixtures shall be shielded high pressue sodium fixtures. Light level for site lighting shall be no more than b4 candle at the property line. This docs not apply to street lighting. 2. Glare, whether direct or reflected, as differentiated from general illumination shall not be visible beyond the limits of the site from which it originates. 3. Lights shall be on a photoelectric cell to tum them on and oft' automatically as activated by yearly conditions 4. Light poles shall use shoe box light standards. Access This property is bordered by 3 major collo-cm; State Hwy. S, County Road 17 (Powers Boulevard). and West 78th Street The Comprehensive Plan shows the proposed location of West 78th Swear. Thio proposal shows the toad 120 feet to the south. Tbis would create a lot remnant where the proposed allgament would go. SRF has stated that thls new stigavmt may work but approval from MNDOT, the Carver Courry Traffic Engineer, and the city are required. Charlie Tamen, the property owner to the troth, has concerns about this realignment and how it impacts future development on his property. If the revised aEpr=t is not selected, revised concept a5' Target Developramt September i6, 1992 Page 14 plans mum be submitted for Oudot B for city approval within 30 days of the City Oouncil's action on this request SRP is working oo the design (West 78th Street Detachment Improvement Project) of this Strout Plana will be developed jointly with the proposed Target development. All access to the site will be gained off of West 78th Street The Site pian proposes that the most westerly recess be a full access intersection. SRF has recommended that this access be a right turn-inlright turnout only, full access at this location would be dr getous. The other two accesses will be full interseedoos with a signal at the most eastaty aooeas to the entrance to Target Two of these accesses will also serve the property to the north. Sugar, Roteoe. Fauseh has looked at the traffic geoetadoa for this ares and traffic issues. They have completed a future peak trip generation for the West 78th and Powers ares based on complete development of this area (both edea of West 78th) a8 commercial devciopmest Even with total development the traffic as proposed will not exceed the design capacity. The ultimate Average Daily Trip (ADT) for this ecce going south on Powers and cast onto West 78th would be 3830 or an increase from cureat levels of 800 trips. The projected ADTe from Powers Boulevard toning east onto West 78th Saul would be 10,071, an increase of 7.071 trips This increase occurs only on the short section of Powers between Hwy. 5 and West 78th Sart North of West 78th Street there will be a 10% increase in traffic over existing levels. Again, this ADT's include ultimate development in this area including, Market Square, and the Janssen property to rite north which u commercially zoned. Dating concepural review the Planning Commission heti recommended that a pedestrian access be made between Target and Outlet B. The applicant considers the sidewalk along West 78th to mea this aced. Staff 1s recommending that access betwue Target and Outlet B be tied into e sidewalk along the westerly side of the road Into Outlet B. The PUD plan proposed a 6 foot sidewalk along West 78th that will be developed with the Target store. The Paris and Recreation Commission is recon nmuSing that an 8 foot bituminous trail be plead along Powers Boulevard. This trail will connect with the trall along Hwy. 5. Access to the Burdick property to the east will be achieved via the n„rtherly parking lot of Target along West 78th. A retaining wall will also be built at this locution This keystone well varies in height from 0 - 6 feel and will be 160 fed in lwctb. The wall Will be adjacent to the parking lot at the most easterly portion of the site and moves 90 feet to the West as it follows the property line of West 78th Street At this location a pedestrian plaza Is proposed. 73ie clerncat consists of 2 park benches with 3 trees places in wills. aG Target Development September 16, 1992 Pago 15 The site has a large stand. approximately 3. 5 acres, of mature trees. These em include oak, elm, asb. box elder and basswood. The city has already identiFed these treet as an asset as a part of the Hwy. 5 Corridor Study. The HRA will be pumbasing 154 arm of property for vee preservation Tho applicants have proposed thinning out all trees under 6 inches In caliper. Staff is recommending that all vets regardless of caliper retain. The only trees to be removed from the aha shall be those trees that am diseased or dead. The HRA is considering a gateway treatment w the coma of Hwy. 5 and Powen Blvd. Tide would be approximately 0 ase in sin. The landscaping exceeds the staader& of the landscaping ordinance. The landscaping plan shown for the Target site calls fm r-tensive landscaping around at perimeter of the property and phattr islands in the parking lot. Trees Rave been placed in the walkway in front of the Target store. Street am are shown along West 78th Street. The MaJority of the runoff will drain to a detention pond located new the southwest comer of the Target building. The pard shall be constrwted to NURP standards from a water quality standpoint and provide storage capacity to yield a tnexlmum discharge rate of 20 cis under a 100 year storm event. A portion of the northwest comer of Oudot B 1s proposed to drain via storm sever to a future scams sewer facility to be constructed with the West 78th Street Detachment Project The retention pond has been redesigned to a 3:1, making maintenance of the pond more manageable. Staff is recommending that a drainage and utility easement be granted over the area and a graded turf driveway socess be designed to allow mainteoence access to the pond outlet structure. The project has received approval from the Riley Purgatory Bluff Creek Watershed Dlsviot, snbjeot to approval by the City. Water and sewer are available to the site. It is likely that future development of Oudot B may require the relocation of some portions of the sewer line, �17 Target Development September 16, 1992 nage 16 VMRRA USE PERMTT! GRAMG P6RMTf She applicants are seeking an interim use permit to allow site grading to begin on the project this fag prior to obtaining final development pian approvals. Staff believes the request Is resaonable. The grading biting proposed by the developer is consiseeat with virtuagy any reasonable commercial use of the site. A grmline plan inter been submitted as pert of the overall development plans; however, they do act indiatte whether then will be any phasing or staging of the grading. If this entire site 1s to be Mgt graded this fall without the installation of the proposed storm sewer system, interim datentioi ponds or drainage system wig need to be incorporated as i part the plan prior to approval. The building pad, as proposed, will require S' of excavation along the north end Of the building and the placement of approximately 16 feet of fill along the south aide. If the Target site were gtadod u proposed by itself, the site would be 40.000 cubic yards short of dirt and that Is why they aro proposing to rough grade Oudot B. ' Approximately 100A00 yards of OxcavatloNrmbankrzteot will be involved as part of the overall grading operation The applicant has indicated that erosion and sedimentation control devices shell be established and topsoil stippe d as a part of the initial Operation. However, topsoil and poor soil stock piling locations have been indicated on the grading plan submittal. It is estimated that approximarely 10.000 cubic yards of material will treed to be imported onto the site. The applicant has indicated that the haul route wig make use of the T.H. 5 and County Road 17 to avoid hauling through the downtown area Construction truce® mid vehicles shag access the site at approved rock construction entrances only. The applicant will be responsible for toadamining hauling routes, cleaning of dirt, etc. Working hours will be limited to 7:00 JLrrL to 6:00 p.m., Monday through Saturday, with no work occurring on hohdayt. The applicant eadunntes that approximately 6 waeks will be aeedtd to complete the rough grading operation An administrative fee and a letter of credit will be required prior to issuing a notice to proceed on the reagh grading operation. The purpose of securing the grading permit as a separate process is done in cue final approval Is not secured at this time. The applicants want to ensure that this aloe is ready for work next spring. 7Le watershed district has reviewed the grading plans and the Target Ston project and approved them such with the following cwidlfioms; I. The dieukt approval is contingent upon receiving approval from the city. 2 Ali erosion control measures Showa on the plan most be installed prion to the cotmnence.-rtent of grading operations and be maintained until all areas altered on the site have been restored. In addition, they request that ng areas disturbod because Of eonsnaetloo be restored no later than November IS. 1992 as Target Development September 16, 1992 Page 17 3. 7% district wlil rcgWmd that the proposed storm water detentioalsodi mentatlon basins be coeatructed at the ioltial stage of the grading process In addition, there was a farmtead at this location end the watershed di$Wm wants to ensure that if a private wall exists on the property that it be abandoned in accordance with the Department of Heslth sod Minnesota PCA standards. The standards for in interim use permit are as follows: 1. It meots the standards of a conditional use permit act forth in Section 20-232 of the City Code. 2. It cmtforms to the zoning regulations. 3. The use is allowed as an interim use in the district. 4. The date of the event "V tetmdnate. The use can be Identified with certainty. S. The use will not impose ajattional casts an the public if oecessary for the public to take the property in the future. 6. The user agmes to any condition that the city do= appropriate for the parnissiun of the use. 7U eencral isaaw= standards of the conditional use Section 24232, include the following 12 itomr: 1. WIN not be dcttlmtental to or eabaace the public health, aab*, comfort, convenience or general welfare of the neighlowbood or the city. 2 Will be consistent with th., ob) xdves of the city's compmhensive plan and this chapter. 3. Will be designed, constructed, operated and maintained so to be coempatibio to appearance with the existing ca intended chain= of the general vicinity and wip not change the cmndal eharecter of that area 4. Will not be hazardous or disturbing t existing ar planned neighboring uses. S. Wgi be served adequately by essemial public feeilities and services, including streets. Police and fire protectim drainage strw:turea. refuse disposal, water and sever systems and schools; or will be served adequately by such facilities and services provided by the persons or agencies msponsible for the establishment of the proposed use. 2q Target Development 9optember 16.1992 Page I8 6. ♦ iill not create excessive requirements for public facilities end services and will not be detrimental to the eetmnmic welfare of the community. 7. Will not Involve user, activities, processes, materbls, equipment and wmlitiona of operation that will be detrimental to any persona, property or the general welfare because of excessive production of traffic, noise, smoke, fumes, glare, odors. rodents, or trash. S. Will have vehicular approaches to the property which do not create traffic congestion or interfere with traffic w surrounding public thoroughfares. 9. Wip not result in the deanructiao, loss or damage of solar eoeess, natural, scenic or historic features of major significance. 10. Will he aesthetically compatible with the ars. 11. Well not depreciate surrounding property values 12. Will meet standards prepm1ed for certain uses as provided in this ardcte. Staff is recommending that bw4= this grading plan is consistent with the site plan and PUD standards that staff has already oudired, we feel comfortable that this is moving in the right dimation. Again, the reason for the interim use permit Is to ensure that the site can be graded and corrections made so that work can begin next year on the project. M and Recreation The Peril and Recreation tarmrrission met on August 11. 1992, to review this project. There was A consensus among the members of the Commission to accept full park and trail dedication fees as s pact of this developmem. The Commission is assuming these will be Adewaiks with die development. Pees are to be paid at the time of building permit applicadon. Presently, the figures fru commercial grid industrial property is $2500.00 per ase for park dedication and $833.00 per acre for no fees. SITE FLAN REVIEW overview, Target proposes to build 116,822 square foot building located on 10.29 tires of property. This Ate will have to be extensively graded and filled to sccomplisb the 958' elevation. One of the 90a4 of placing Target at this location was to ensure that all roof top equipment would be ensued. This proposal calls for a 3 to 4 foot high parapet wall around the entire building screening all hearing, ventilating, sad air conditioning equipment. The highest elevation of Hwy. Target Developmwn September 16, 1992 Page 19 5 at the bridge dock is 98269'. The highest devation on the par" wall for the Target won would be 984.6', Thonefore, the parapet wall should extend 2 feet above the highest grade of Hay. 5. Staff feels that this accomplishes one of the mfjor goals of screening all HVAC In addition, the trees located adjacent to Hwy. 5 will also provide for screening. The site plan. to darn, has changed slightly since the coomptoal review. The size of the Target no, has gone down in square footage by 343 square fen. The location as it exists on the E{te, has remained constant Although the parting lot has bene redesigned to take in concerns raised by the Planning Commission at their last meeting. These changes include additional landscaping in the parklag let, regrading of the slope around the retention pond from a 2:1 to achieve a 3:1 for better nothueaance, and improved aschhoctmml standards. most notably on the West 78dm Savo frontage. As previously Voted, staff feels that this design Is superior to the one presented at the time of conceptual review. One of the major concerns of the Planning Comamiwon was the blank wall facing Weal 78th Street. Since this is the main corridor cunning through the downtown, views of this store were given high priority. Target has come back with a proposal that staff feels addresses the concerns of the Planning Commission. The facade on West 78th Streit proposes to have a series of 3 punch out elements. These 3 ekrnenus would be spaced 60 fen aparr_ They are comprised of 20 foot wide columas spaced 14 feet apart with a roof comprised of mend standing seam sim0ar to the roof element placed on the front entrance to the store_ The intent of We is to provide a mom'hmnen sale" and provide the residential motif on West 78th Street Staff is also recommending that these elements have a back light to them to help soften the fig• Oat of the other concerns of the design raised by staff and the Planning Commission was the view from the front entrance of the building. The design has shown tree wells located in the front entrance of the building with approaanately 5 owe to be located in the sidewalk Ates. Again, staff feels this will help soften the look of the entrance to the store one of the other mom changes of this proposal from the miginal site plan to the columns placed around the building. Originally tlrest were to feet and now they rust the whole height of the banding, which is approxhtrately 26 feet. There will still be code] elelmt on the roof. This will be the tap of the parapet wall. The intent of this corbel is to give it a uurong cap to the top of the building. 7116 colors will remain the aame as proposed In the original plan with the dark tan on the bottom end lighter tae on the top, with the 3 color bands. The bands will each be 8 inches in width, the blue will be located 8 feet in height, the green at 10 fat In b-ight and the red at 20 feet in height This will go aroand an foot sides of the building. One of the other significant issues raised by the Plarming Conn .ssion concerns views of the Parking area located in from of the Target store. This has been somewhat redesigned. Thee is an access from the parking lot going ova to the Burdick property to the east and up in this 01 northeast comer is a pedestrian elemeta with part benrbes and tree weds for 3 ares. Boconse of the chem in grade Som West 78th Street to the location of the stare, the majority of the potting in this frost parking lot will be screened via a change in the elevation between West 78th and the patting lot West 78th will be approximately 10 feet higba than the parking Int Ther is 20 fort of landscaping abutting the property line, the back of the sidewalk, along West Vi Street, plus additional landscaping islands in the parking lot itself. Again, staff feels that this provides an acell at seeming for any viewing of patted cars. In addition, the northeast comer of the Target Store will be recrossed. The actual height from this comer of the store will only be 21 feet Again, stats feels this helps soften the visual impact of the massing of the Target Store from this view. Parking provided for this store Includes s total 585 perking stalls comprising of 40 compact stalls. 12 handicapped stalls and 533 standard stalls. This meets the standards of this woe at a ratio of 5 stalls for 1900 greas square feet of building. Target has proposed a 60 foot no -build arm on. awn aides of their building, one being um the south ride and the other being on the tact side, which is we the Burdick property. Based on the size and type of construction of this building, building code would remtire a 60 foot no -build zone. The 30 fon shown on the Burdick property is the major concern of the staff. Staff would recommend that in the chain of title that this no - build agreement be placed enswing that no variances be giamod in the furore on dds property. The oo-build to the south of the property should art be a problem since this is in the tree am that the city will own and no development should occur in this am Access to this she will be off of West 78th Street There are two proposed acoena to Target, one right at the eatrancei to the Target Store and the other will be approximately 400 fat to the west of this site. A signal is proposed at the most easterly access Any proposed realignment of Wert 78th Street should not impact the access points into the Target location. All truck deliveries will octet Pichs Drive via Monterey. This will screen any track leading. Staf feels this separated loading area is very desirable to reduce conflicting car and truck movement A 6 foot Sidewalk is shown along West 78th Sam with the entire segment up to Powers Boulevard The applicants are proposing that who Autlot B is developed that the remaining portion of the sidewalk be developed. The Park and Recreation tormmilssion Is recommending an 8' bituminous trail along Powers Boulevard. The Plenaing Cornntisdon had recommended that Consideration be given for pedestrian Mess through the Target parting lot over to Outlet B to ride easy access between Target and any developments that would occur on these outlam TMs is not reflected in these plaits. Tte applicants have taken the position that the sidewalk along West 78th Street meets these needs. Staff still feels that a sidewalk could be Implemented into the middle of a parting stall standard running east and west that would provide a safe access and would enhance the project 3r Target Development September lei, 1992 Page 21 In order to provide a tame moderate entrance slope at the easterly access from West 78th Sant to the Target Store, the site plan proposes to lower the elevation of Wast 78th Street at this location an additional 1% feu from that proposed with the deurLtneat project. The property owner to the north, Mr. Charlie James, has expressed some conouns as to the impact to his property pending further lowering of the roadway. Staff is aware that Mr. James and Ryan Development have had discussions on this issues related to the earth wank operations The impacts to both pcoperdes involved a cesaJalloreagc of material winch should be accommodated by future site grading. Mr. Janes is also concerned about the proposed re aligniffiat of the detachment of west 78th Stmt the way it bisects his property and has expressed his disapproval of this ncelignment change. Staff is also concerned that enough time be allowed to conduct the necessary investigation or to address all of the impacts that would be involved in making such an alignment change at this time. Eirh� Tile landscape buffer along West 78th Sam wages from 20 to 52 fief from the West 78th Street rightof way. Landscape will be bermed in combination will have boulevard trees and staff is confident that with the trees that this will scree: the building and parking lot from direct view. In addition, the significant amount of tries have been integrated into the parking lot to planter islands 'rhe street trees include a mat of Pin Maks, Marshall Seedless Ash. Colorado Breen Spruce, Black Hills Spruce, and a ground cover that Includes Spi ea and Potmblia. The landscaping in the large parking area includes Hoaeysackle, Snoaaab, and Spires and Honey Locus. The required parking lot landscaping for the Target Store will be 11,900 square feet. The Plans proposed significantly increases that w wtmt to 13,920 square feet Staff feels that the Ian WViQB plan Is it sigaifleant improvement over the previous conceptual proposal. The landscaping plan is in compliance with the standards of the move. Ina/Drainaee/Udlide Water Service Water service for the Target Store is proposed to be actitdred by connecting a 10' water main located at the westerly 11rrdU of Piche Drive and extending and 8' water main along the east and north sides of the building, uldtnaWy tying back into an existing 8' water main along West 78th Street to complete the loop of the system. This water main will also provide future service to Lots I and 2, Block 3 of Bmdkk Park Addition. Therefore, the line is Intended to be a public facility and utility easements will need to be acquired with the plat Sewer Sanitary sewer for the Target site Is proposed to be constructed along the eastern and northern sides of lite building and connected to the city's 18" sanitary sewer along West 78th Suet!. It �33 Target Development September 16.1992 Page 22 is proposed that this sewer Has will alto ea've Late 1 and 2, block 3 of Burdick Park Addition. T mWoro, this line also is a public facility aid will necessitate a 30 foot utility easement Grading std Drainage The ante site is proposed to be regraded to desired development topography. The Majority of the site is proposed to drain into o detention pond located near the. southwest corner of the Target building. Initially, this pond was graded at a 2:1 slope and its revised plan now reflects the more desired 3:1 slope, Hughwaing calculations have been provided which show that the proposed Pend will be constructed to NURP standards from a water quality staadpofnt and will provide enough stowge capacity to yield a mazimean discharge tsta of 20 cfa corder a 100 year storm event. The proposed sewer detention pond will be located within a drainage and utility esserneat 77tereisre, the city will be responm'hk for factum aheiatemance and opaetion of the ponding basin and order stracprr, A graded turf access drive will be constructed to allow maintenance access to the pond outlet structure. U There are 24 high pteivore sodium vapor lamps located in the pw ting lot These are generally found in the planter island strips. The code does require that they be % foot candle at the Property line. The applicant has atatod that the Target standard is i foot at the property. and staff has made it known that they must be in compliance with the city ordinance. In addition, the appllcants have stated that Target goes with a red pole. Staff has no concerns that these be a red Pole as opposed to the cones steel generaLy recommended by tug The signage proposed for this development includes one wall rnotmted sign with the channel letters located over the Target Store As laid out in the PUD stacdards, staff hes recornmended that this not exceed 15% of the total wall arca of the bdtdhcg. In addition, they are requesting a monument sign at the entrance to the Target Store and one free standing pylon sign. Again, staff has spelled out standards in the PUD zone that thm signs, the pylon and the monument sign, be architecturally compatible with the building. To date, staff has not received specifics on these signs and would recanonend before approval that they be submitted to staff for review. The proposed pylon sign will be 36 feet in total height, vith the actual sign face Itself being 12' it 12'. The proposed sign will be mounted on the similer masoory material used in the Target Store Itself. In addition, It w-1 have the same corbel ale namt on the top that Is found on the top of the parapet well of the Target Sten. Staff feels that this Is anhimi rally compatible and meets the Intent of the PUD race. The monument sign is similar in architectural style will be 8 feat in height with the sign face itself being 6' x 6'. Again, staff feels this Is compatible with the PUD sone and would rmoommend approval of thvx two signs. 311 Target Developroeat September 16, 1992 Page 23 COMPLIANCE TABLE -PUD STANDARDS ORDINANCE PROPOSED Building Height Building Setback/Pablk ROW Paging Spate Parting Setback Public ROW Lot Covaage Pe r3eted Uvea BuMing Materials and Design Site Lsadscapmg Parking Screening None 28' top of parapet 50' 50, 584 20' 70% average PUD Retail Masonry/pitched roof 11.900 s f. parapet wall screening HVAC 1 pylon 1 monument - 8' Height 2 wall-architectrrally compalbk Lighting W candle at property 585 20' 763%, average PUD* Retail Masonry with pitched roof element 13.920 s.f. 1 pylon - 36' high (144 Lf.) 1 monument - 8' height (36 s.f.) 1 Wall sign V ar property line Variances required - None No variance is necessary. Lot coverage Is computed ova entire PUD. Total coverage is 63%. •' Must come into compliance r 3> Target Development September 16, 1992 Page 24 W• On September 16, 1991 the Planning Commission recommended preliminary plat and PUD approval. In addition they gave approval for the site plan and the interim use permit for the grading The Planning Commission recommended modifications to ft conditions of approval, these changes have been shown in bold Orn; major concern of the Pirming Commission was the facade on West 78th Street. 77te Commission asked for further cuhancerneats to the building. The architects for Target have made these changes and staff fech that they rneet the concern of the Commission. The Comattssion also wanted to sec additional evergreens placed along West 78th and larger caliper trey in the pig lot. Matt Dlmler, who has a produce stand on the subject site, is concerned alth the dralag of the grading if the interim use permit is approved. There iz a significant amount of pumpkins on the entire site. Man stated that he has a contract with the property owner to use the site through the Halloween holiday. The applicants wanted to start grading the site around the feat of October. Staff feels that it may take a few weds before all necessary approvals are seemed before grading can begin. Therefore, the pumpkins will likely renin untouched before Halloween. BECOMMBNDA77ON PRBLMINARY AND FINAL PUD APPROVAL Staff recommends the (Sty Council adopt the following motion: "The City Council approves preliminary and final plat approval to rezone 22.03 aces of property caned BG, General Budness to PUD, Planned unit Development as shown in Rezoring 092-6 and PUD M -J, subject to the following conditions: 1. Compliance with the requirertwo of the Final Plat. 2. Compliance with the standards of the PUD zone outlined in the staff report Architectural compatibility with all buildings in fere development. Compatibility with all signage. lighting, and landscaping. 3. Pitched roof lines are requited on all buildings on Outlet B. Target stall have a parapet wall that screens all HVAC equipment. Pitched roof elements shall be introduced on the entry portion and the West 78th side of Target 4. Not more than two fast food re_netrants are permitted on Dut3ot B. 36 Target Developrnerrt September 1ti6 1992 Page 25 S. All she plana shall be oemistent with the overall fmgervlous surface covaage. The average Impervious surface for the entire PUD shall not exceed 70 percent 6. All mamials shall be of high quality and durable. Masonry material shall be used. Color $hall be introduced through color blest or panels. Painted surfaces shall be allowed on the Target atone only. 7. All open spaces and aon-packing lot safkWoutlots shall be landscaped or covered with planting and/or lawn material. 8 Each site sball be allowed one monument sign near the driveway into the private site,. wall signs on not mane than 2 street frontages. Toe signs are subject to the standards of the sign ordinance, 9. Target and Oudot B are each allowed one free standing pylon sign. 10. Lights, shall be a shoe box fixture and light levels shall not exceed K foot Candle at the property tin& It. A 6 foot sidewalk shall rum the entire length of West 78th Street An 8 foot bituminous trail shall run the entire teagtb of Powrrs Boulevard. 12. If the revised alignment for West 79th Street is not selected, a revised concept plan must be submitted for Oudot B for city approval within 30 days of the City Couwu*j action on this request 13. Location of the toad shall be as sbown in site plan dated Septeadrer 9, 1992, and the number of wtlota shall be limited to four. Each building parcel shalt proceed tbrongo este plan review. PR$LIM MARY AND FINAL PIAT Staff recommends the City Council adopt the following motiun: 'the City Council approves preliminary and final plat for 19.95 acres as shown in PUD 092-3. subject to the following con+itions: 1. Plat eawmtsneeded: A. Mfoot wide utility etsetrem ovtr Lot t for t bk portion of pmpostd waten.uln. B. 20 -foot wide utility rr:ement over exisring 18 -Inch wate mala tbroogh Outlot B. Target Development September 16. 1992 Page 26 C 30 -foot wide utility easement over proposed sanitary sewer through Int 1. D. 30 -foot wide utility easement over existing 84ach sanitary sewer through Lot I anti Oudot B. F— Cross easements, ingress and egress, shall be scanted with Otdlot 8 and the Burdick Perk Addition property. 2. The 1992 edition of the Qty of Cltanhassen•s Standard Specifications for Construction shall govem construction of all public improvements. 3. The applicant shall be responsible for obtaining all required agency permits such as PCA, Health Department, Watershed District, etc. 4. The applicant &hall be responsible for a share of the costs involved in constructing one or more traffic signals on West 78th Street between Kerber Boulevard and Powers Boulevard (appropriate cost-sharing fooruda has yet to be determined). 3. If the West 78th Suit detachment intersection with County Road 17 is to he shifted south, approvals will also be needed from MnDOT and Carver County. The applicant shall x msponslbie for reimbursing the city for all costs associated with soil corrections within the new roadway alignment 6. Storm sewer plan shall be revised to reflect site plan for Outlot B. 7. Vacatioa of the existing West 78th Street. 8. Acceptance of full park and trail dedication fees.• 9. Submittal of all required site utility improvements including storm sewer, water and sanitary sewer. 10. Approval from MNDOT. Carver Grotty Ttaffic Engineer. and the City shall be secured to relocate West 78th Strew. SrM PLAN REVIEW "The City Council approves of She Plan Review 092.2 as shorn on the plans dated September 9. 1992, and subject to the following conditions: L Subject to *mplluce with the conditions of the Preliminary and Final PUD and Piat *92-5. )8 Target Development September 16. 1992 Page 27 2. Pedestrian access be provided betwom Target parldttg lot and Oudot H. A 6 foot sidewalk shall ma the laogdt of Wen 78th Street (see Manager's Co 06 Page 28-29X 3. The 3 facades shown on Weal 78th Street shall have lack lighdag. ligbting shall not exceed 14 foot cantle at the property tine. After hours lighting shall be limited to security Ugbdng only. S. Signage for the monument sign shalt not exceed 8 ft%-- in height with a ti x 6' foot sign arra and for the pylon sign, 34 feet in height and net exerted 144 square feet in sign area. The monument sign and free standing sign shall be consistent vALh the plans submitted in the September 9, 19M sae plan. The wall sign shall not exceed 6' x 34' for the Target sign and 6 for the pharmacy sign. G The development shell comply with all development randards of this PUD nine. 7. A protected cross walk (stop uW) shall be placed at the entrance to the Target Ssote. & AddMotW ever -grew tress shall be placed in the Goof landscaping and trees in the parking tot shall be changed from a decorative flowering tree to a true with a ►arger canopy (orar story). 9. The West 78th Slovet elevation of the Target store needs to improve the appearance - 10. The West 78th Street detachment project needs to be ordered before building emtatnt:40a can begin (excluding grading). Acres m the James property shall be resolved as a part of the Detachment Project IL Southwest Metro Transit shall work with Target to rind a mutually acceptable location for a bus shelter. 12. The HVAC win be obstructed from view by the parapet wall regardless of the nwrounding Hevatlmts. VZMIM USE PERMIT "T►fe ally Council approves Interim Use Pemtit 092.6 as shown on the site plan dated September 9. 1992, and snbjml to the following conditions I. The applicant needs to Submit information on interim detention pands and/or drainage systems for the site given that storm sewer systems will not be constructed until ntxt spring. E771 Target Development September 16, 1992 pap 28 2. 7be applicant stall sbow on the plea location of topsoll and poor soil stockpiles. 3. The baul route for amtedal to and from the site shall be limited to 7hrnk highway 5 and County Road 17. Connection trucks and vehicles shalt access the site at approved rock construction erntance only. 77te applicant will be requhed to maintain haul route clean of dict and mad, e¢. 4. Weriang hours for the grading operation will be limited to 7:00 am. to 6:D0 pan., Monday Otrough Saturday with no work occurring on holidays. S. Tote applicant &hall submit an administrative fee and letter of credit prior to commencement of grading operations. 6. The applicant &hall be responsible for obtaining all necessary agency permits such as Watershed District 7. The entire site chill be restored and seeded by no later than November 15. 1992. 8. The city shell Inspect the site before grading begins to easure preservation of the vers and location of snow fences." I ATrAC—HME M 1. Location Map 2. Architectural rendering, signs 3. Lettrr from Watershed dated September 2, 1992 4. Memo from Charles Folcb dated September 9, 1992 5. Memo from Todd Hoffman dated August 12, 1992 6. Letter from Carvcr County Engineering dated Aognst 4, 1992 7. Narrative Documrnt from RLR dated September 9, 1992 S. MNDt7r letter dated September 1, 1992 9. Letter from Steve Kirchman dated September 9, 1992 la 1 &0 from Mark Currin dated September 10. 1992 11. SRF TtaRtc Study 12. Qty Cotmeil minutes dated September 14, 1992. 13. Planning Commission minutes dared September 16, 1992 14. Revised exterior tlevadom. 13. She Plan dated September 9, 1992 Manager's linin nw.. Target has reviewed the proposed conditions for each of the approvals being sought for Monday evening. 1 believe that they are comfortable and will comply with all. Tl.tget Development September 16, 1992 Page 29 However. Target did ask to meet to discuss whether there was some option other than building the 6 ft concrete sidewalk Ieading ftom their f ort door to Outlot B- They have built a similar type of sidewalk In other locations and have found such to be disastrous for motorists not swing the walkway (curbing) during heavy rains, snow storms, eM. These sidewalks have been the number one source of customer dissatisfaction in their other stores and are extrenxay difficult to mainrain. In addition to vehicle damage claima, the sidewalk bas also been the number one cause for pedestrian daims. During Planning Commission approval of this condition, it appeared that the primary objective was one of trying to find a way to increase the overall landscaping and vino il affects of the sitc. Ironically, the sidewalk will actually increase the irttpervions area encu ,educe the ability to include tow In the parking area, i.n the walkway acts as a curb slap for vehicles and. atxatdiogly. 1 K ft. to 214 ft of bumper W= will go over top of the sidewalk itself. Ibis leaves a neaow 2 ft to 3 ft band for walking and would not provide an area for tree planting. As an a:teroaeve. Target stated that the objective of "screening the site' could be better achieved by moving the entire site plan 15 ft to the south and installing a berm and additional landscaping along West 78th Street (see attached sebemmrtic). The practical affect of the berm together with the lower elevation of the Target facility imIf would be to totally screen the parldeg lot and building from motorists driving long West 78th Street. In my own mind, this does represent a mots reasonable approach to accomplish the objectives of the Planning Commission while not forcing Target In install something (a 6 ft walkway) which has proven to be dangerous to their customers- 71m ustomers The PUD approval, ptetimiaery, plat, and interim use permit for granting all appear to include the Charlie tames property as a part of the approval. It should be noted that Mt. James well oM be a signature to the plat, does W wish to have his property included to the PUD. and defthely dors cot want site greeting to occur on his property. Accordingly, should the Council act to give each of the approvals noted above, staff will modify each of the exhibits to ensure that M. James' property b EM included in such approval. It should be noted that. assuming that the C1ry Council sued to approve the West 78th Street Detachment Projcw (Item No. 3). that that approval included the authorization to condetmt Mr. lames' property from the north property liae of the realigned right-of-way to the most southerly property line of Mr. Jarnm Once the condemnation process is complete and ownership transferred to the City, the PUD/plst approvals being given tonight will thin properly go up to public right-of-way and M. Jamc3 remnant parcel south of the proposed roadway would no longer be a remnant parcel, i e. the entire area would be seem as public right-of-way. y(I No. Date: TO, City of Chanhassen 690 Coulter Drive P.O. Box 147 Chanhassen, Minnesota 55317 Deer Sir or Madam: We hereby issue, for the account of (Name of Developer) and in your favor, our Irrevocable Letter of Credit in the amount of $ , available to you by your draft drawn on sight on the und— area bank. The draft nett a) Bear the clause, "Drawn under Latter of Credit No. , dated , 19_, of (Name of Bank) et b) Be signed by the mayor or City Manager of the City of Chanhassen. c) Be presented for payment at (Address of Bank) Minnesota, on or before 4:00 p.m. on 19 ' This Letter of Credit sets forth in ful' our understanding which Shall not in any way be modified, amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not referred to herein. This Lotter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may be made under this Letter of Credit. This Lettar of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for Documentary Credits, international Chamber of Commerce Publication No. 290. We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. BY: Its rll/09/92 40u,-. 4- 1- q -7 and was duly recorded as CERTIFICATION d cumentno. M4375 W. HANSON JR. owm,aw i STATE OF MINNESOTA ) W. as COUNTY OF CARVER ) I, Karen J. Engelhardt, duly appointed, qualified and acting Deputy Clerk for the City of Chanhassen, Minnesota, do hereby certify that I have compared the foregoing copy of SJrdinance No. 177 rezoning all Property contained within the _plat of CHANHASSEN RETAIL ADDITION with the original copy, now on file in my office, and have found the same to be a true and correct copy thereof and as approved by the City council. Witness my hand and official seal at Chanhassen, Minnesota, this 17th day of December , 19 92 a en J. /EhgelMrdt, Deputy Clerk CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA ORDINANCE NO. 177 AN ORDINANCE AMENDING CHAPTER 20 OF THE CHANHASSEN CITY CODE, THE CITY'S ZONING ORDINANCE, BY REZONING CERTAIN PROPERTY THE COY COUNCIL OF THE CITY OF CHANHASSEN ORDAINS: Sgg'qn 1. Chapter 20 of the Chanhassen City Code, the City's zoning ordinance, is hereby amended by rezoning all property shown on attached Exhibit A from BG, General Business District to PUD, Planned Unit Development. All property fezoaed is contained within the plat of CHANHASSEN RETAIL ADDITION, Section 2. The rezoning of this property is subject to the following conditions: 1. The applicant shall enter into a PUD Agreement and development contract containing all of the conditions of approval for this project and shall submit all required financial guarantees. The PUD Agreement and development contract shall be recorded against the ply. 2- The applicant shall meet all conditions of the PUD 092.5, Site Plan Review #92-2 and Interim Use Permit 092-6. Section 3. The zoning map of the City of Chanhassen shall not be republished to show the aforesaid zoning, but the Clerk shall appropriately mark the zoning map on file in the Clerk's Office for the purpose of indicating the rezoning hereinabove provided for in this ordinance, and all of the notations, references, and other information shown thereon are hereby incorporated by reference and made a part of this ordinance, Section 4. This ordinance shall be effective immediately upon its passage and publication. PASSED AND ADOPTED by the Chanhassen City Council this 26th day of October .1992. AT. EST: -A -? (Ise Don Ashworth, amWManager �Oriald 1.mmiel, Mayor (Published in the Chanhassen Villager on November 5, 1992.) . ... I I., ..... ... .. I: ... EXHPjBIT A AAM AWVT ........... IP 4 ' wawbf NOT FOR CONSTRUCTION 7A GC yr ,kd AAM AWVT ........... IP 4 ' wawbf NOT FOR CONSTRUCTION 7A GC County, Minnesota. INCIdDING the rights of Grantee, its contractors, agents, servants, cad 0..igns, to voter upon the easement premie.. et all rea.oaable time to construct, reconstruct, inapeot, repair, and maintain said at*= sewer oyetam Over, acres., on, ands, and through the easement premie.&, togother. with the right Vv grade, level, fill, dreio, pave, OM excavate the easement premia.., and the further right to remove trees, bushes, undergrowth, and other obstructions Interfering with the location, construction, and maintenance of .aid .tor,h .ewer ny.te.. Grantor, far itself, it. eu.ctse.rs and assign& do covenant with Orantee, its euoceeeore and assign., that it is well seized RIMS CID gEPUBl10 T1114 f.I SWR MertoW l;„4 wile I05 Blnitpes 1'rn.xms '.41A all...'�,•�,gggo3 /3 4.Bb'fS� rrtt wT rranrs The RMFIN0 AMa RSDSVBLGYH6HI AGT90R IN AND YOR In CITY • or 0�999N, hcrtinafter zcferred to as •Orentore, in consideration of one Dollar ($1.00) and other good and valuable e eon.ideratlon, the receipt and sufficiency of which is hereby .t!yseknoaledgad, does hereby grant unto the RYAN CCNVMUCrIOM 'COMPANY Or Mii@irdOLA, INC., a oerporetion organized under the •�' I lows of the state of Minneeote, horeinafter referred to am -Grantee., its vU04O.M..0 and sesiesa, forever, a permanent, non- j erelosive appurtenant ennement for storm sewer purposes war, • aero.., on, under, and through land sltustod within the County of ! Carvar, state of Mianesete, as deecribed on the sttach04 exhibit • W. The easement greeted herein .bell bo appurtenant to and • benefit OOTLOT A, CIWIMAB W RETAIL GRCOND ADDITION, Carver County, Minnesota. INCIdDING the rights of Grantee, its contractors, agents, servants, cad 0..igns, to voter upon the easement premie.. et all rea.oaable time to construct, reconstruct, inapeot, repair, and maintain said at*= sewer oyetam Over, acres., on, ands, and through the easement premie.&, togother. with the right Vv grade, level, fill, dreio, pave, OM excavate the easement premia.., and the further right to remove trees, bushes, undergrowth, and other obstructions Interfering with the location, construction, and maintenance of .aid .tor,h .ewer ny.te.. Grantor, far itself, it. eu.ctse.rs and assign& do covenant with Orantee, its euoceeeore and assign., that it is well seized RIMS CID gEPUBl10 T1114 f.I SWR MertoW l;„4 wile I05 Blnitpes 1'rn.xms '.41A all...'�,•�,gggo3 in fee title of tho above described --""at premseej that it bee the oole right to grant " convey the eaeaeont to Oran tee, that there nre no unrecorded interacts in the easement pramiaee) and that they will indemnify and hold Oreatoo harmlees for any bre0eh of the foregoing covenant.. ffi S6BT00NY NgpIBOI, Grantor hereto have signed thio agreeme.t thio zGTM day of ±a� 1 1995. 0AAA=, HGualm ARP BBD MOPNetR AUTHORITY IN ANn FOR 'INS CITY OF CHA13WSEN By. i a By: ecus e D er 6IRT6 OF MIZMSOTA I eB. COiR7fY OF CARVER ) Thio lnatrumont was scan ledge mo this ,iL ie day of r., 199 b -�, t RreootYW Dlcwteq 'core M pOreon, and for the HMSINg A BO6YNLO yr AVIMORITY IN AND FOR TM CITY OF CHAMMSBR, a public body eorporat0 and politic under the lawn of tha aeate or Ml"coot, C�Tf Not9ty o THIS IRSTADM6fIT F'A9 DRAfYBD BY: �M � CAM &B , R 60H, sc=r i rgt , P.A. 317 Rega:Male Office Center 1360 Corporate Cental t,eve 6 an, M $9121 lelephonei (412) 4G2-6000 JRN am 2 BIWIBZS °A^ to OAANT OP P1RnAN6NT APDDATBNANT 6ABHfBNT 1 ne exintlen Twenty (20) foot wide storm serer eaeementm over, under and .,em, that pert of Oatlot A. CAANaa&SEx RSTAIL 5f6OND ADDITION, according to the recorded plat thereof, Carver County Minnesota, lying ton (10) toot on each side of the centarlipee of said me.meate deecribtd se follanrm Carom"cing at the norttnoot Cerner of Outlet 2, Oaid CNAIINApSm owrAlt SSCVND ADDITIONi thenee Routh e9 degrees 15 minutes 36 seconds Bent, assumed hearing, along the north line of said i Odtlot B s distance of 70.60 font to the beginning of the ! centerline to be deocribedi thence North 92 degroee 19 mim.cea 16 acvonda Beet a distance of 95.08 fee[ and amid canterllne there terminating. AND tbmmaneSEC at the northwet comer Of of said a1ANIO.36 cos 9o"Llotdegr SECOND AaoupedNi Cringe Bouch 89 dnorth 15 sof tOOami 26 1 namedDSVN oenoet twat t.... o bO7S.fiD along the north line of teed alsteoge of 110.6D teat to the beginning of the I outloC e e degroee 56 minutes is centerline to be dancrlbed! thence North 26Sd" second, Nest a dietenea of 12.94 £Ceti thence NortL 11 degrees 14 too 44 second- 0tnorth to the Of sed OutlotBAe Ji m&ad aced conterllnethereterminating e AND ` Cameeacine of the= eerNor Of A, ,aid CNt "Otdegrees ' S 02EN VONJBOUth"'te . 0 Ox cringe North 00 dwent BweOt, -SeUmedNl l ne of atconL se1ume0 along the beet lin, of teed Outloc aeeedis fairing, A , demesnes o[ 39.00 foeG to the neewl beginning of the distance centerline to be describedi thence Beath 85 degrees 18 minutes 20 ecconds Beet a distance of 88.91 feet to the went line of Outlot B'paid CilANNA$SEN ABTAIL SECOND ADDITION and void line Lr. terminating. AND Commencing at the aouthoset corner of Outlot A, said CNANNASSEN RSTAIL SECOND ADDITIONI thence North 02 degrees 04 minutes 57 eeeomdo BOOL, a.oeeed hearing along the Cast Jiro of maid Onelot feet to the beginning of the centerline to A a distance of 25.00 be denarebedi thence North 17 degree. 1D minutes 19 ,secede beet a dletaneo of 156.40 feet to the mouth leas Of Outlet B, said Bi" 3 Document N0. OFFICE OF THE ocumen9 COUNTY RECORDER A28630111,,,,,,CARVER COUNTY, MINNESOTA 111111111111111111Filing Fee $1950 Chet 7113 Ceditied tiled and recorded on 04-2&2001 at 03 30 ❑ AMPM 11111111111111111111III1 CCountyRecorderr CERTIFICATION STATE OF MINNESOTA ) ) ss COUNTY OF CARVER ) I, Karen J. Engelhardt, duly appointed, qualified and acting Deputy City Clerk for the City of Chanhassen, Minnesota, do hereby certify that I have compared the foregoing copy of "Resolution 2000-30 entitled, Approving the Vacation of Drainage and Utility Easement, 851 West 78'x' Street, Target Corporation," with the original on file in my office, and have found the same to be a true and correct copy thereof and as approved by the City Council. Witness my hand and official seal at Chanhassen, Minnesota, this 13a' day of March, 2001. 4Kn J. ng ardt, putt' Clerk CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: April 10. 2000 RESOLUTION NO: 2000-30 MOTION BY: Eneel SECONDED BY: Jansen A RESOLUTION APPROVING THE VACATION OF DRAINAGE & UTILITY EASEMENT, 851 WEST 78TH STREET, TARGET CORPORATION WHEREAS, a request was received from Target Corporation to vacate an existing portion of a drainage and utility easement which crosses the parcel containing sanitary sewer and watemtain, in addition, a portion of the drainage and utility easement located in the southwest coiner of the building (see attached descriptions); and WHEREAS, a public hearing was held on said petition April 10, 2000; and WHEREAS, said public hearing was preceded by two weeks published and posted notice as required by Section 412.851 of Minnesota Statutes. NOW, THEREFORE, BE IT RESOLVED that the Chanhassen City Council hereby approves vacating portions of drainage and utility easements located on Lot 1, Block 1, Chanhassen Retail Addition, subject to the following conditions: 1. The applicant shall grant to the City of Chanhassen a revised 35 foot wide drainage and utility easement over the proposed sanitary sewer and water lines. The proposed sanitary sewermain must be a minimum of ten feet from the edge of the drainage and utility easement 2. The applicant shall provide to the City of Chanhassen the necessary security to guarantee installation of the sanitary sewer line, water line, manholes, and fire hydrants. The security shall be in the amount of $25,000 and shall be in the form of a letter of credit or cash escrow. The fire hydrant located at the northwest comer of the building shall be kept after relocation of the water line. This hydrant may be relocated in the same general location. 4. The applicant shall provide the city with a revised legal description reducing the vacation area near the southwest comer of the building from the proposed 17 feet to 10 feet in width. Passed and adopted by the Chanhassen City Council this 1011% day of April, 2000. Scott A. Botcher, City Manager YES Mancino Labatt Senn Jansen Engel '-&u, 4-. *�Z" eu* Ai� Nancy K. Mancino, Mayor NO None ABSENT None PJLK KUUSXSTO LTD FBr. 1955 Engineering • Planning • Surveying • Landscape Architecture DESCRIPTION OF EASEMENT VACATION Parcel I Those parts of a 20.00 foot drainage and utility easement and a 35.00 foot drainage and utility easement over, under and across that part of Lot 1, Block 1, CHANHASSEN RETAIL ADDITION, according to the recorded plat thereof, Carver County, Minnesota, described as follows: Commencing at the northwest corner of said Lot 1, Block 1; thence South 87 degrees 55 minutes 03 seconds East, assumed bearing, along the north line of said Lot 1, Block 1 a distance of 209.18 feet; thence south 02 degrees 04 minutes 57 seconds West a distance of 96.34 feet; thence South 83 degrees 18 minutes 35 seconds East a distance of 213.23 feet; to the point of beginning of easements to be vacated; thence South 02 degrees 04 minutes 57 seconds West a distance of 7.53 feet; thence South 87 degrees 55 minutes 03 seconds East a distance of 354.37 feet to the west line of a drainage and utility easement; thence North 00 degrees 49 minutes 59 seconds East along said west line a distance of 25.96 feet; thence North 45 degrees 20 minutes 19 seconds West a distance of f.13.36 feet; thence North 87 degrees 55 minutes 03 seconds West a distance of 306.90 feet; thence South 61 degrees 36 minutes 13 seconds West a distance of 42.97 feet; thence South 02 degrees 04 minutes 57 seconds West a distance of 5.67 feet to the point of beginning. Ojjkes: Hibbing • Minnetonka • St. Paul • Twin Pons (952) 933.0972 • 6110 Blue Circle Drive • Suite 100 • Minnetonka, MN SS343 • FAX (9S2) 933•BS3 POLAK �KUUSISTO LTD FST. 1959 Engineering • Planning • Surveying • Landscape Architecture DESCRIPTION OF EASEMENT VACATION Parcel l That part of a drainage and utility easement over, under and across that part of Lot 1, Block 1, CHANHASSEN RETAIL ADDITION, according to the recorded plat thereof, Carver County, Minnesota, described as follows: Commencing at the southwest corner of said Lot 1; Block 1 thence South 66 degrees 59 minutes 38 seconds East, assumed bearing, along the southwesterly line of said Lot 1, Block 1, a distance of 425.67 feet; thence South 87 degrees 55 minutes 03 seconds East a distance of 109.13 feet thence North 02 degrees 04 minutes 57 seconds East a distance of 30.57 feet to the point of beginning of easement to be vacated; thence continuing North 02 degrees 04 minutes 57 seconds East, a distance of 71.17 feet; thence North 87 degrees 55 minutes 03 seconds West a distance of 10.00 feet ; thence South 02 degrees 04 minutes 57 seconds West a distance of 71.17 feet; thence South 87 degrees 55 minutes 03 seconds East, a distance of 10.00 feet to the point of beginning. Officer Hibbing • Minnetonka • St. Paul - Twin Ports (952) 933.0972 - 6110 Blue Circle Drive - Suite 100 • Minnetonka. MN 55343 • FAX(952)933-153 CONTRACT FOR PRIVATE RRDRVRI.0p87124T day of November, 1892. by and THIS AGREEMENT, made on or ae of the �. " and DAYTON between THR HOUSING AND REDEV'ELOPITY MSNT AUTHORITY o AND FOR THE TO HUDSON CORP'FN (here, a (hereinafter corporation (herelustter referred to as the b, CHANHASSEN (hereinafter referred t° as the "Authority "Redeveloper"), WITNESSETH: sofa Statrtes, Sections WHEREAS, the Authority was created pursuant to ct business was authorized to transact business and ainaftee is the City Council of the City of Chanhassen (h�,reinafter tie 468.001-.047 (the "Act") and power, by a resolution esol ton 0 tion 469.003 (formerly Senior 482.425) of the Act; and it City) P vee of the Act, the Authority hue ce of the objectives as the Redevelopment Plan WHEREAS, in furtheran ct IW,wn d to ae the engaged in carrying out a redevelopment Prot heretnafter referred In the for the Downtown Chanhassen eedeveOPm rred to a the "Project Area ) "project") in an area (hereinaf ement there has been Prepared and pity; and ,n for WHEREAS. as of the date of fids Agra a redevelopmettt end the City CouneH of the C„tRY�evelopmsnt P4- . ) i and app,.°,Jed by the Autnarity referred to as the is of the the project (which Plan to here`.nsf-iar re rt, the public redevelopment cos WHEREAS, in order to finance, in pa ted Tax Increment District for the and City have the crew "Tax Increment District"); and project the Authority and the Downtown Chanhassen Redevelopment Area (the er to the City been presented by the Redevelo Pnt of a Target retail WHgRRAs, there hes 1 for the develop set a atIon %ty located wttbin the Tax incremeat District; an Authority for their oject on prop a Pro catsO6a develePment fac111ty, within the Project the Redeveloper's the Authority hes reviewed sal H completed would serve to WHEREAS, the Project and the Tax Increment proposal and has deter for such accomplish the goals and obj District were created; and more particularly Ian e 1n the Project Area, which prop,,rty se WHEREAS. 1n order to achieve the objectives of the Redevelopment P ulre certain rest property de a part hereof ( and is Authority will ch a%ed hereto andhmade a parlopment PropeortydeT to bring described in tohedule A an:t art to the Redeveloper in Agreement, so described ie hereinafter referred to as propared to cone the Redevelopment Prof Y about redevelopment in accordance r `ih ili0 Redevelopment Plan and chis g end vide aid and assistance to the Redevelopmen W}iEREAS , mined to Pro to order to achieve the objectives of the Redevelopment plan °t Authority has deterres and other redevelopment costa ; na write down exponditu property to the form of Is and ,N,3"6 1 ="„o -a, ARTICLE I Deflnitiao.s Section I.J. Definitions. In this Agreement, unloas a difier,mt meaning clearly appears from t o—ecnn ex+: "Act 'means Minnesotaptttsoctions td21pHousing and deveeloment Ac,Minnesota Sttue3,, Sections 462.411-4671 as emended. "Agreement" means this Agreement, ea the sums may be frog 'ime to time modified, l`_wnded, or supplemented. "Assessed Market Value" or "Assessed Market Valuation" mu&ns the market value of real property as deterndned by the county assessor of the county in accordance with Minnesota Statutes, Section 273.11 (or as finally adjustsd by the assessor, board of equalization, commissioner of revenue, or any court). "Authority" means the Housing and Redevelopment Authority in and for the City of Chanhassen, or any successor or assignee. "Cit stat::tory city accccord the to the laof lwsilof the State tf Minnesotanesota ci�l corporation and "Closing" means the completion of the transaction contemplated in this Agreement 'w .ween the parties :,ereto. "Const_uction Plans" means the plana, specifications, drawings and related documents on the construction work to be performed by the Redeveloper on the Redevelopment Property which &hall be at least as detailed as the plana required to be submitted to the building inspector of the City. "Deficiency Agreement" 1&3ans the Redeveloper's obligation to pay real property taxes according to the terms of the document attached hereto as Schedule D. "Development Contract" means the Development Contract for installation of public improvements between the City and the Redeveloper. "Llc 'ted Revenue obligation of he Authority & o pay to DHC, from tax nt NOW or o'.ncremeuta generated te" ns the from special Target Store retail facility, an annual dollar amount, as provided in Section 4.2 of this Agreement and the Note attached as Schedule D. "Minimum Improvements" means the improvements described in the ruction Plans. "Planned Unit Development Agreement" means the Agreement between the City, Redeveloper and B.C. and Brigitte Burdick dated , 1992 that restricts land use and provides other development controls upon the land included within the PUD. "Plat" means the plat for Chanhassen Retail Addition. OW41906 Me -22 "Project" means Redevelopment Pian for the D -crown Chanhassen Redevelopment Area. "Project Area" means the real property located within -.Lu bot udarkm c° the Project. "Purchacs Price" means the total amount of money to be paid Ly the Redeveloper for the Redevelopment Property. "Redeveloper" means Dayton Hudson Corporation, a Minnesota corporation, or its successors and assigns, or any future owners of the Redevelopment Property. "Redevelopment property" means the real property to be deeded to the Redeveloper , a legal description of which property is contained on the attached Schedule A. "Redevelopment Deed" means a warranty deed, substantially In the form of the deed in Schedule 8 of this Agreement, to be used to convey the Redevelopment Property from the Authority to the Redeveloper. "Redevelopment Plan" means the plan for the Downtown Chanhassen Redevelopment Area as amended as of the date of this Agreement. "Tax Increment" means that portion of the real property taxes paid with respect to the Tax Increment District which Is remitted to the Authority as tax Increment pursuant to the Tax Increment Act. "Tax Increment Act" means Minnesota Statutes, Sections 489.174-.179, as the same may be amended from time to time. "Tax Increment District" means the Authority's Tax Increment District for the Downtown Chanhassen Redevelopment Area as amended as of the date of this Agreement. "Termination Date" means the date when the Authority has paid the full amount due under the terms of this Agreement and the Limited Revenue Tax Increment Note. "Tax OVI,-lal" means any city or county assessor; county auditor; city, county or state board of equalization, the commissic:,er of revenue of the state, any state or federal district c-urt, the tax court of the state, or the State Supreme Court. "Title Company" means the Title Insurance Company of Minnesota. - "Unavoidable Delays" means delays which are the direct result of acts of God, unforeseen adverse weather conditions, fire or other casualty to the Minimum Improvemente, litigation commenced by third parties which, by injunction or other similar judicial action causes delays, acts of any federal, state or local governmental unit (other than the Authority in enforcing its rights under this Agreement), Authority defaults as to the Redeveloper's delays, Redeveloper defaults as to the Authority's delays, or other matters which are not within the control of the Redeveloi?er as to the Redeveloper's delays or not within the control of the Authority as to the Authority's delays. QW0966 Cin w-] 9 ARTICLE 11 Representations and Warranties Section 2.1. Representations b the Authorit . The Authority makes the following representation as the ee or the undertaking on its part herein contained: (a) The Authority has the right, power and authority to execute, deliver and perform its obligations according to this Agreement and all other documents to be executed by the Authority pursuant hereto. The Authority will take all appropriate actions to provide or obtain from the City Council or other entities the required approvals in order to complete the transaction contemplated according to this Agreement. The Ai,tbority assures the Redeveloper that the individuals who execute this Agreement. utd an other documents executed by the Authority or on behalf of the Authority are duly authorized to sign the same on behalf of the Authority and to bind the Authority thereto. (b) The Project is a "redevelopment project" within the meaning of the Act and was created, adopted and approved In acc nrdance with the terms of the Act. (c) The Tax Increment District is a "redevelopment tax increment financing district", which was created, adopted, certified and approved pursuant to the Tax Increment Act. (d) Subject to satisfaction of the terms and conditions of this Agreement, the Authority will convey the Redevelopment Property to the Redeveloper for development In accordance such the terms of this Agreement. (e) Neither the Authority, nor, to the beat of the Authority's knowledge, any entity or person hes, at any time (i) "releseed" or actively or passively consented to the "release" or "threatened release" of any Hazardous Substance (as defined below) on or under or that would affect the environmental condition of the Redevelopment Property; or (ii) taken any action in "response" to a "releaw," In connection with the Redevelopment Proper'; or (ill) otherwise engaged In any activity or omitted to take any action wu;ch could subject the Authority or Redeveloper to claims for intentional or negligent torte, strict or absolute liability, either pursuaut to stLiute or common law, in connection with Hazardous Substances (as defined belcv) located In or ou the Redevelopment Property, Including the generating, transporting, treating, storage, or manufacture of any Hazardous Substance (as defined below). The terms set within quotation marks above shall have the meaning given to them in the Comprehensive Environmental Response and Liability Act, 42 U.S.C. 4 9001 at gag., as amended ("CERCLA") and any state environmental laws. "Hazardous Subotonces" means hazardous waste, toxic substances, formaldehyde, urea, polychlorinated, biphenyls, asbestos, petroleum, natural gas, synthetic gas usable as fuel or mixtures thereof, any materials related to any of the foead lug, and substances defined as "hazardous substances", "toxic substances". "hazardous as4te", "pollutant", or "contamfnant" in CERCLA 42 U.S.C. 1 9601 etaeg , the Resource Conservation and Recovery Act as amended, the Hazardous Materials Transportation Act, 49 U.S. C. 1 1801 at seq., the Clean Water Act, 33 U.S.C. 1 1251 at sea., any state laws regarding environmental matters, or any regulations promulgated pursuant to any of the foregoing statutes. ww3wa 0170.20 A (f The Authority does not know of any wells on the Redevelopment pt operty within the meaning of Minnesota 3tahttea, Section 3031. Seo tion 2.2. Renrosentat{one �v the Aed• The Rodevelopev veld represLute that:r has Ter�cute, deliver and perform Its obligations to exe (a) uwerand stores tIs a horltydivision of the Redeveloper. The Redeveloper the right, y omen. according '.o thi` !BrB tImprovements on the (b) If the Redeveloper, constructs the Minimum with the terms Of this roperty, it will do eo in accosts and federal laws and Zoning, Redevelopment P Agreement, the Redevelopment health laws and regulations. building code and public (c) If constructed, the Minimum Improvements will be eonstruoted at f the coat 6 000,000 inclusive of the value mini um to Redeveloper of not less than not the Redeveloper constructs Redevelopment Property. a to the terms and conditions of the Deficiency Improvements, the Redeveloper agree Agreement attached hereto as Schedule C. communication from any (d) The Redeveloper hag received no notice or comm nor the Authority t prey may be or will be in violation of any environmental law or se Socal, state or federal Official that the activities of the Redeye n hich would cause in the Pin regulation or reguation• The Redeveloper a awiaCe or federal anvlronmen a1 law' �actioa to It too in vioation of any to 1, uintared to take any ermits or approvals with respect to the Redle Ueonmthe review procedure. In the event that the Authority s req is or f, do obtain any necessary P property under any a ate to the Authority in connection with Such h action. Redeveloper will coops vemeuts, it will do so (e) If the Redeveloper constructs the Minimum Impro ooasarvallon laws or in accordance with all appUego local, state or federal energy regulations. ment, the consummation (f) Neither the execution end delivery of this Agree with the nor the fulfillment of or compliance with or of the transactions contemplated hint is prevented, limited by or terms and conditions of this Agreement or provisions of any resteviden a any nt or instrument of any evidences results e a breach bt the terms. evidences of Indebtedness, agreemeIture to whatever ni nt of the is now indebtedness, or by which it is bound far constitutes a default under �9 a oiler !e now a party foregoing. owuvan 6 01110 -as The "$urdioko") have each executed end deliivered at Cllosing an "Easement (the for Ingxoss and E frees and No -Build Agreement' F; In the form attached as Schedule (Iv) The Authority has acquired Per. title to Outiot B, Chanhassen Retail Addition and has executed and delivered at Closinga Declaration of Restrictive Covenants" for Outlot A and B in the form attched as Schedule a; (v) The Authority has acquired fee title to Outlet A, Chanhassen Retail Addition; and and the at closing an " "Access Easement ment anddNo-Build have executed and Cutlet A, Chanhassen Retail Addition In the form attached ao Schedule H. Outlet A, (vii) The City has axecutee and delivered to the Redeveloper the "Purchase and Sale Agreement" in the form attached ae Schedule I. In the evant that all of the .above conditions precedent have not been satisfied or waived in writing by the Rede•+eloper by November 9, 1992, the Redoveloper may give the Authority ten (10) dap, written notice of such defaults. If the Authority does not oure the defaults withii the ten day period, this Agreement shall be null and void and neither the Redeveloper or Aut;torfty shall have any obligation or liability to the other hereunder. Section 3.3. Purchase Price. The purchase price for the Redevelopment Property shell be Four Dc re ( .00) per square foot payable in cash at closing, The Redevelopment Property consists of approximately 9.72 acres or Four Hundred Twenty -Three Thousand, Four Hundred Three and 2/1 tithe (423,403.2) square feet. The exact square footage shall be determined by a survey, at the Authority's expense, in a form acceptable to the Authority and Redeveloper. Section 3.4, Clo_ sine, ano )s contained in Section 3.Within three (3) 28., this Agreement, s f,or tion and/or waiver of all of the conditions thea Authority shall convey the Redevelopment Property to the Re: aveloper through the execution and delivery of the Redevelopment Deed and a other documents reasonably required by Radeveloper and the Title Company. This Closing shall be at a louation designated by the Authority. If the CloO! g has not taken place on or before November 12, 1992, either party may declare this Agreement null and void, where upon each party shall be relieved of an obligations hereunder. er shall take ment Proert upon execution and delivery of the Redevelopment Deed by hOE1008slon. of the eAuthority at Closing• (c) The Redevelopment Deed shall be in recordable form and shall be promptly recorded by the Redeveloper. (d) The Authority has furnished to the Redovaloper a commitment for the issuance of an ALTA owner's policy of title Insurance Form B-1970 equivalent (the "Commitment") issued by the Title Company in the amount of aw,rsae ca.uo-n _ ARTICLE III Sale and purchase of Lend Sectio, 2.1. Statue of property. Subject to satisfaction of the terms and conditions of this Agreament tie ( -..thorlty will convey the Redevelopment Property to Redeveloper through the execution and deliver -,y of the Redevelopment Deed. Section 3.2. Conditions precedent to 90nveyence of property_. (a) The Authority's obligation. to convey the Redevelopment P: �pesrltyofshalll be subject to satisfaction, or waiver in writing by the AuthOriL , the folbwing conditions precedent: (i) The Redeveloper not bm:ig in default under the terms of this Agreement; (it) The Redeveloper having secured all governmental permits and approvals, necessary to be obtained in order to permit conveyance of the Redevelopment property to Redeveloper and construction of the Minimum Improvements; (iii) TheRedeve"Ver shall have sub•.n(ttedtothe Authority acceptable evidence of its ability io financo the construction of the Minimum Improveme.-tts i the (tv) The Redeveinnur ie Construction dplans0 forwthety"alum Authority shall have ani: Improvements pursuant to Soc.i..n 4.2 of this Agreement; and (v) The Redeveloper and B.C. Burdick and Brigitte Burdick (the "Rurdlolm") have each executed and delivered at Closing an "Easement fur Ingress and Egress and No -Build Agreement" in the form attached as Schedule F; a conditions dent have not been satisfied In the event that the Authority ll of the abov by No ember 9,01892. the Authority may gid or waived in writing byif the or the Redeveloper ten (10) days ""itteu notice of such defaults. Agreement shag be null does not cure tho defaults wttt.r, the ten day period, ltgr and void, and neither the Auttiority or Redeveloper shall have any obligation or liability to the other hereunder. (b) The Redeveloper's obligation to purchase he Redevelopment of Property e shall be subject to satisfaction, or waiver in writing Y following conditions precedent: Is title to the Redevelopment (1) The Authority has acquire- •:vtrlcetab Property subject to the matters -at fortL tSo",,!-z E hereto, the "Permitted Enoumbrancos" i bereto(it SThe aheduplat has been recorded; Read Addition, in the form attached le m 4n" tvtt4-u whereby the Title company comedo to ropers that the to e RedevelOPmvnt property, free of (1 t the Permitted EDO' ranges. The Reflevelgper s good and marl atableXcep prior to the flats of this any and all exceptions to title, RedovelOper has-•aoeed and Provided b the Authority P �tio� ar's written o diligence to attemp o Coro the provided Agreement, the keAth anp dl In proceed in good faith and and all o go Prior to the flare of closing es made by the Redeveloper an Section S.4(a). neral treat estate taxes levied (a) The Authority sball Pay at Closing any f earoprior to 1982. The against the Redevelopment Property due and payable fee previous levied special fl any 1992 installments of v e io prorated botween 1992 real estate taxes as the Redevelopment Prope"ty The Redeveloper will assessments levied again r as of the date of olosiag• rt together with all the AutllorltY and the Redevelops at the Redevelopme �uru� apeCul "easements pay all real estate taxes levied again nt t real Palate taxes by tbO unpaid installments of special essesementThan�yonmYe )net the Redevelopment payable in 1993 and in subsequent Years' es levied age) "Green Acres" real eatata tax classification fromcial pursuant Redeveloper lucWdes any in assessment any deferred Property upon its change aeon Statutes, Section 273.111 ton pay p agricultural Pursuant to Minn eveloper chaff „ C}eification Section 273.13. The Red Green Acres to Minnesota statutes,atal sasessmants caused by the,, real estate taxes Or meat Property. of the Redevelop at Closing (f) The Authority shall pay (1) State deed tax; the abstract to the All coats of obtatning and updatinghes,judgment searches, tax (it) including name searoses, went property, and Property tnsPectioa fees; Redevelop searches, searches, bankruP Y eats required to remove ((g) Recording corrective (aaterum e• nam , encumbrances and place marketable title in Buy , (iv) The cost to record this Agreement; (v) All raal estate tax obligations due at closing; and ('i) Putting and survey costs. (g) The Redeveloper shall pay at Closing (i) All recording Ease and charges other than the State deed tax relating to the flling of the Radevelopmant Deed; (u) Title insurance commitment fees; (iii) Title insurance Premiums; eCharged by the title company' if any (iv) The Closing too oe i Cf oor-tag the Decoration or Restrictive Covenants (v) The costbanhassan Rauh Addition; for Outlets A end B> C ,,A §00 9 Cella -45 ARTICLE IV Public Assistanoe Section 4.1. Conatruotion oP the Minimum Im�rovemonto. Subject to the terms and conditions of th a Agreement, tie edsve8 leper agrees to purchase the Redevelopment Property and if it constructs the Minimum Improvements on the Redevelopment Property, it will do so in accordance with the Construction Plans. Should the Redeveloper construct the Minimum Improvements, it agrees to maintain, preserve and kaep them in good repair and condition, subject to reasonable wear and tear and casualty excepted. Notwitbatanding anything to the contrary set forth In this Agreement, the Redeveloper has no obligation to construct the Minimum Improvements, but obligates itself to the terms and conditions of the Deficloney Agreement. Section 4.2. Form of Public Assistance. In order to facilitate the financial feasibility of the redevelopment of the Redevelopment Property and in consideration for the Radevslocer's fulfillment of its covenants and obligations under this Agreement, the Authority will provide to the Redeveloper a land -write down and a payment of special assessments from the tax increments. The public assistance will be payable by the Authority as Indicated below. (a) Land -Write Down. The Authority agrees to provide the Redeveloper a land -write doh amount of seven hundred and eighty-three thousand eight hundred and seventeen dollars (;783,817) which shall be paid to the Redaveloper out of tax increments generated by the Minimum Improvements constructed on the Redevelopment Property. Payments of the land write down shall be made solely In accordance with the terms of Schedule D. (b) Special Assessment Write -Off. The Authority agrees toprovide awrite- off of special assessments to be assessed against the Redevelopment Property for public improvements In the amount of two hundred thousand dollars ($200,000). The write-off of special assessmente is to be achieved by the Authority's Collection of the total annual tax increment generated by the Redevelopment Property and Minimum Improvements and withholding a portion thereof to pay for the special asseabment write-off of $200,000. Tax increment committed to the Authority from the Redevelopment Property shall first be allocated to the Special Assoasment Write -Off as provided in paragraph (e) of this Section 4.2. (e) Allocation of Tax Increment Publio Assistance. The allocation of the tax increment pi c assistance to be provided by the Authority to the Redeveloper pursuant to Section 4.2(a) and (h) above Is estimated as follower Total Year Estimated Annual Payable Tax Increment 1-994 0 1995 327,000 1996 327,000 1997 327,000 M43900 Cal 30.00 11 Total Annual Total Annual Tax Increment Tax Increment Payable Payable to as Special Redeveloper as Assessment Land -Write Down Write-off 260,333 88,887 260,333 86,667 260,334 88,888 M43900 Cal 30.00 11 ARTICLE VI Additional Provsions self land section 6.1. 8 ual EM �mg'hat n the event the Minimum Improlot . The RedaveloVer, vements s aro its successors and ase gns, grFJ federal, state and'loocal°equalthe employment Agreement, andwill nondsortminaltlon laws and federal, regulations. •lectl-)n 6.2. Restrictions on Use. The Redevelopar agrees for itself, end its ment suce )rs and aaseggt thereof, vthat theoRedevelopere, and such eurest to the cdcessors and Property, or any paassirt of the City Property Chanhassen on1Y to andin accordance withe landuse reguleti Section 6.3. Provisions Not Mer , iWith Dead. None of the provisions of this Agreement are lnten to ors a 1 be r,trge-J-y reason of any deed transferring any interest in the Redevelopment Property rovided Section 0.4. Notices and Demanodsotherccommunleat as ti neunder the lAgreement in this Agroement, a not oe, amen , or the Redevelopment if It Deed dispatched by regiy to the other abett be stered or certifiea mail,spostage prepaid, re delivered only if e s dlspa Y Gd return receipt requested, or delivered pereonallyi and to or delivered to the Redeveloper aattse of the Target Stores,o33 South addressed 1 dth street. Minneapolis,pMinnesota 664021 and (b) in the case of the Authority, is addressed to or delivered personally to the Authority at 690 Coulter Drive, Box 147, Chanhassen, Minnesota 5531r ,mor at such other address with reepect to either such party as that party msy, f time to time, designate in writing and forward to the other as proRedevelopvided In this Section. s that Section 6.5. Disclaimer of Re] act The hike Authority or the Redor eveloper nothing contained In th greemsnt nor any . Y shall be deemed or construed by the Redevoloper or by any third person to create any rolation• hip of third -party beneficiary, principal and agent, limited or general partner, or joint venture between the Authority and the Redeveloper. visions of Section G.G. Covenantseeme use ,,Dith the ve ante In running with the Rnd The terms andedevelopment this Property and shall she successors or assigns of the Redeveloper Property and owowners binding upon any and any future owners or encumbrances of the Redevelopment Property. writtensection 6. 7. sntendm ns Modifications. eto exeout d by the Redevelopeement omodified and heAuthorityhgough Section 6.8. Counter arts. This Agreement may be executed in any number of counterparts, eaoh of w ch shall constitute one and the same instrument. M43"1519 till 0-3E ARTTCLF V Tax Inurement Section 11.1. Tax Increment Certification. The Authority has established the Tax Increment D1strTfpuriruant toa Ta`x Inurement Act. Section 3.2. Real Pro art Taxes S ectal Assessments. The Redeveloper shall pay, in a'oordunoe wit Sect nn 3. o) ere n, a va Orem taxes and special assessments on the Redevelopment Property which are payable subsequent to closing on the sale of the Redevelopment Property. This is a corporate obligation of the Redeveloper which shall continue even if the Redevaloper sells the Redevelopment Property, unless the Redeveloper Is released of its obligations under this Agreement. Section 5.3. Redevelopment Propertytoo a rremovee from t e publiThe c tax rollsr shall not cause orto become exempt from assessment for general real estate taxes by reason of any conveyance, lease, abatement or other action until the Termination Date. Section 8.4. Reoeibt of Tax Increment Proof of Pe moat. The Redeveloper shall receive Its annual tax cT rnment payments from t e Aut ortty no later then December 31st of each year upon the Redeveloper's submission of proof -of payment of real property taxes to the Authority. a 4306 Cm 70-25 13 e Bofioiency Agreement Section 8.9. '1,^°rmination Bate. Chin No Agrea will terminate the orement door vide under the torme of this 97 re and the y{mlted Routines Tax calve the n�remont Note will terminate on Beoembor 31, 10 bto tax in ed to procircumstances, unless the °mount of °vallawith the terms of the ptonerY amount tho Authority bas Tar's accordance Agreement and the I,todtma is may xtenfledin Increment Note- 1n such the payment of tax 5ncromante meY Norm• caused this Agr°° ed with iant to ts IN WITNE88 WHEREOF, the Authority �° ed Officers and coal rate name by its duty outhoriz ment to be executed 1n its executed to its corporate Redeveloper bas osusedtetnhis Afire° corporate Beall as of the date firer above written" corporste name THE HOt;SING ANB AEBBVEIA MNN OTA THE CITY O1RITY C HANHASSUN I . t {SEAL) BY'rso..And for cu ve STATE OF MINNESOTA ) as. COUNTY OF CARVER ) me a Notary pttbmev.•1 rwnsuy � � 1Bgq,and to y th Odi day of� "� Y that ey are re,pectivelY the Acting Or, t : tiv pp�� t Authority lore co sworn, and Redevelopmtn�d politic, known, who beingy 100 ve Director of The HouainbBuc body, corpoOf Chairperson ani ,asaen, Minnesota, e p end for th eln8 and cf Chank went Authorltyn behslf of Ute H in and for the City Redevelop esota, ownae the Houein6 °IIdof the State of M1nn Chonhaasen,underthelaws out Authority• Redevelopm Ctart Y o *—" N N J EYGEU'�+tOt r� y WART pupjjrr-WNNESOTA i G^' �gpy[p �01NTY �,/lp Cas„aw.t�w�0.�lt 19s�� 18 vv1aNe Gm110-U caused Dead to be IN WITNESS WHEREOF, the Grantor and its Executives this and has caused Its executed in fte behalf by its Acting Chairperson corporate seal to be hereunto affixed this day of 199}. THE HOUSING AND REDEVELOFMENT AUTHORITY IN AND FOR THE CITY OF CHANHASSEN, MINNESOTA - �_. r peraon And Its a�or STATE OF MINNESOTA ) ) as. COUNTY OF CARVER ) On this M day o be 1992, before e, a otary public within and for said county, appeared va Edi end to me personally known, who being by my sworn, d say that they are respectively the Acting Chairperson and Executive Director of The Housing a tod edevel orate and opment thoriv in and for the city of Chanhassen, Minnesota, a p y, p Chsnhaknown e en,under the laws of the State of ,Minnesota, on behalf of in and the Housr the Cing and Redevelopment Authority. Notaby Pu 1 — WEN I BOVM NOWN PNBIaf-41BilESOtA GswE1TY 1 try fmw+zsm EwMa OCT IS 199�� WARRANTY DEED THIS INDENTURE, between the HOUSING AND REDEVELOPMENT AUTHORITY IN AND FOR THE CITY OF CHANHASSEN, Minnesota, under the Tawe of Minnesota (the Grantor) and DAYTON HUDSON CORPORATION,a Minnesota coration ("Grantee"),rpo WITNESSETH, that Grantor, in consideration of the sum of one Dollar and other good and valuable consideration, the receipt and sufficiency of which Is hereby acknowledged, does hereby convey and warrant to the Grantee, its succeseors and assigns forever, all the tract or parcel of land lying and being in the County of Carver and State of Minnesota described as follows, to -wit (such tract or parcel of land Is larebiefter referred to as the "Property"): fot 1. Block 1, Cbanhassen Retail Addition, Carver County, Minnesota. To have and to hold the same, together with all the hereditaments and appurtenances thereunto belonging in anyway appertaining, to the said Grantee, its successors and assigns, forever, subject to the following covenants, conditions, restrictions, reservations and encumbrances: (1) all building and zoning laws, ordinances and state and federal laws and regulatione; (2) the rights of access to State Trunk Highway No. 5 acquired by the State of Minnesota and which are evidenced by Document Nos. 36870 and 129663; (3) all unpaid installments of special assessments. (4) th certain Planned Unit Development Agreement by and between the City of Chanhassen, the Grantee and B.C. Burdick and Brigitte Burdick dated as Of November _, 1992, recorded November _, 1982 as Document No. _ (S) that certain Contract for Private Redevelopment by and between the Grantor and the Grantee dated as of November 1992 as Document No. `, 1992 recorded November The Seller certifies that the Seller does not know of any wells on the described real property. NOW, THEREFORE in consideration of the promisee and other good and valuable consideration paid by the Authority to DHC for the purpose of inducing the Authority to carry cut the aforementioned transaction to DHC, the parties hereto agree .a follows: Section 1.01 ObHQation of DHC. If the tax 4=crement generated and actually paid from the Redevelopment Property and Minimum improvements described in Exhibit A hereto payable in any calendar year commencing in 1998 and ending at the end of 1997 is lase than the amount contained in Exhibit B hereto for that year, the Authority shall notify DHC in writing of the difference (Difference) and in such writing shall notify DHC of the amo.tnt of the deficiency which is the Difference between sixty-six thousand, six hundred sixty-seven dollars and the actual tax iuorement. DHC shall, within 30 days after receipt of such written notice pay the deficiency to the Authority. Section 1.02. If DHC breaches this Agreement and should the Authority incur attorneys fees or other coats to enforce the provisions of this Agreement, then the Authority shall be entitled to recover from DHC all reasonable attorneys fees and costs of enforcing this Agreement. Section 2.01 Corporate Obliption. (1) The obligations imposed on DHC by this Agreement shall remain the corporate obligation of DHC until the end of 1998 and such corporate Obligation shall not be affected by any damage to, destruction of, failure to construct, sale or transfer of the Improvements. Section 8.01 Execution in Countsarts. This Agreement may be simultaneously executed in any number of counterparts, all of which shell constitute one and the same instrument. 5 edufe (� AGREEMENT To FAY DEFICIENCIES day of Dw ' 1992, by and THIS AGREEMENT, made as oY the —LU— between THE HOUSING AND REDEVELOPMENT AUTHORITY IN AND FOR THE CITY MINNESOTA, a Public body corporate and politic created in and OF CHANHASSEN, for the City of Chanhassen ("Authority") end DAYTON HUDSON CORPORATION, a Minnesota Corporation ("DHC"), WITNESSETH: 1992, entered into an DHC has on WRfiRfiA9, ^7levelopment Agreement") agreement entitled Contract for Private Delopmen nof(certain real property (the to the develop wltt the Authority pertaining Agreement and situated "Redevelopment Property") described In the Development in the City of Chanhassen, County of Hennepin and State of Minnesota, such Property being described in Scheie A e6 the "Redevelopme nt property"; eIId o. Sthe Authorityhesestablished Tax Increment Financing District 79 _ (-District") Pursuant to Minnesota Statutes Sections 489.174 through ("wuER489.179, WHEREA, ment District Pursuant to Minnesota Statutes, and aMunicipal Housing and Redevelop h includes the Redevelopment Seotions 489.001 through 489.047, 'hie onproperty; by DHCS HEREAS, the Development Agreement addresses construction certain improvements ("Minimum Improvements") on the Redevelopmentt Property described in the Development Agreement; and operation WHEREAS, the Development Agreement addresses the ownership, p b DHC of the Minimum Improvements on the Redevelopment snd maintenance Y 7toperty; and to undertake its obligations contained WHEREAS, the Authority is unwHling n the Development Agreement unless DRC agrees to perform and be bound by the covennnte and promises Bet out below: THE HOUSING AND REDEVELOPMENT AUTHORITY IN AND FOR THE CITY OF CHANHASSEN I�Tit�wi STATE OF MINNESOTA ) �p ) as (".Q COUNTY OF A The foregoing instrument was acknowledged before me this -rA day of 1892 , by t - ---- ,t'4 the Aeting Chairperson and Executive Director of The Housing and Redevelopment Authority in and for the City of Chanhaosen, Minnesota, a public body, corporate and politic, known as the Housing and Redevelopment Authority in and for the City of Chanhassen, under the laws of the State of Minnesota, on behalf of the Housing and Redevelopment Authority, n ,� N � � KAREN 1 FNGEIiiNCT i 1 NOTARr pI1RUtrINNNES6TA 1 1 A< 1 eaves couNrT 1 �.! tk earmaw Ewes aF 10. ry?7 1 M43906 CIIUM, C.4 DA] By: Its Atte STATE OF MINNESOTA ) ) as COUNTY OF HENUEP1 J ) The foregoing Instrument was acknowledged before we this q+k day of *Veptbet- , 1992, by l/Ji lligm 6-• hard,,,✓` and /,l dj am P tliSC. , the Vi<-Aes and of Dayton Hudson Corporation, a Minnesota corporation, on behalf of the corporation. Notary Public JCtal 0. CORNELL Rk Mf Coror Dp 7.17.67 For the purposes of this Note, "Tex Increment" means the portion of the real propertytaxes generated with respect to the said Redevelopment Property and Minimum Improvements which is remitted to the Authority commencing In 1994, as Tax Increment pursuant to Minnesota Statutes 6 489.174-489.179. For purposes of this Note, a "Payment Date" shall mean each of the Scheduled Minimum Payment Dates set forth on Exhibit A attached hereto, and each additional Payment Date required in connection with any extension of the term of this Note as set forth below, because of changes made in Minnesota Statutes 66 489.174-489.179. Notwithstanding anything to the contrary )n s Note, on each of the Payment Dates, the Authority shall pay to the DHC all of the Available Tax Increment; provided, however, tbat the Authority shall pay to DHC the payments described herein up to a total of $783,817, but in no event In excess of such amount. To the extent that on any Payment Date the Authority is unabl,3 to make a payment from Available Tax Increment at least equal to the Minimum Scheduled Payment due on such date as a result of having received, as of such date, insufficient Available Tax Increment, such failure shall not constitute a default under this Note and, except as provided below, the Authority shall have no obligation under this Note, or otherwise, to subsequently pay any such deficiency. If, and only if, on any Payment Date there to insufficient Available Tax Increment to make the Minimum Scheduled Payment due on such date and such insufficiency is a result of changes made in Minnesota Statutes 66 489.174-489.179 subsequent to the date of the Contract for Private Redevelopment dated between the Authority and the DHC (the "Redevelopment Contract") , the amount of such deficiency in the Minimum Scheduled Payment shall be deferred and shall be paid with interest at the Stated Rate payable by the national, state or private bank which is the depository for the Authority's funds pursuant to Minnesota Statutes, 6 427.01 on the next Payment Date on which the Authority has Ave[RbIs Tax Increment in excess of the amount necessary to make the Minimum Scheduled Payment due on such Payment Date, and if such deficiency has not been paid in full by the final Scheduled Minimum Payment Date set forth on Exhibit A attached hereto, then the term of this Note shall be extended to include additional successive Payment Dates on which any Available Tax Increment will be applied to the payment of such accrued and unpaid deficiencies in the Minimum Scheduled Payments to be made hereunder. In no case, however, she'd the term of this Note and the Authority's obligation to make payments hereunder, extend beyond the expiration of the Tax Increment District (December 31, 2000), whichever comes first. This Note shall not be payable from or constitute a charge upon any fuuds of the Authority or the City of Chenhsason, and the Authority shall not be subject to L any liability hereon or be deemed to ave obligated itself to pay hereon from any funds except the Available Tax Increment, and then only to the extent and in the manner herein specified. The DHC shall never have or be deemed to have the right to compel any exercise of any taxing power of the Authority or the City of Chanhassen or of any other public body, and neither the Authority or the City of Chanhassen nor any director, commissioner$ council member, board member, officer, employee or agent of the Authority or the City of Chanhassen, nor any person executing or registering this Note shall be liable personally hereon by reason of the iesuance or registration hereof or otherwise. This Note shall not be transferable or assignable, in whole or in part, by the DHC without the prior written consent of the Authority. $783,817 UNITED STATES OF AMERICA STATE OF MINNESOTA COUNTY OF HENNEPIN THE HOUSING AND REDEVELOPMENT AUTHORITY IN AND FOR THE CITY OF CHANHASSEN LIMITED REVENUE TAR INCREMENT NOTE The Housing and Redevelopment Authority in and for the City of Chanhassen (the "Authority"), hereby acknowledges itself to be indebted and, for value received, promises to pay to the order of Dayton Hudson Corporation, a Minnesota corporation, or its assigns, (the "DHC"), solely from the Available Tax Increment generated by the Redevelopment Property and Minimum Improvements, to the extent and in the manner hereinafter provided, the principal amount of this Note, being Seven Hundred Eighty-three Thousand Eight Hundred Seventeen Dollars ($783,817) , on the Payment Dates (as hereinafter defined) or such greater amount, if any, which the Authority is required to pay in accordance with the terms of this 'Note. Each payment on this Note is payable in any coin or currency of the United States of Ameries which on the date of such payment Is legal tender for public. and Private debts and shall be made by check or draft made payable to the DHC and maned to the DHC at its postal address within the United States which shall be designated from time to time by the DHC. The Note is a special and limited obligation and not a general obligation of the Authority, which has been issued by the Authority to aid in financing a "project", as defined In Minnesota Statutes Section 489.174, of the Authority consisting generally of defraying certaT capital and administration costa incurred and to be Incurred by the Authority within and for the benefit of its Redevelopment Project (the "Project"), and Tax Increment Financing District (the "District"). EXCEPT AS TO THE OBLIGATION TO MAKE PAYMENTS FROM TAX INCREMENT, THE NOTE IS NOT A DEBT OF THE AUTHORITY, THE CITY OF CHANHASSEN, OR THE STATE OF MINNESOTA (THE "STATE"), AND NEITHER THE AUTHORITY, THE CITY OF CHANHASSEN, THE STATE NOR ANY POLITICAL SUBDIVISION THEREOF SHALL BE LIABLE ON THE NOTE, NOR SHALL THE NOTE BE PAYABLE OUT OF ANY FUNDS OR PROPERTIES OTHER THAN AVAILABLE TAX INCREMENT, AS DEFINED BELOW. Any payments on this Note which are due on any Payment Date shall be payable solely from and only to the extent that the Authority shall have received as of such Payment Date "Available Tax Increment." For the purpose of this Note, "Available Tax Increment" means any Tax Increment received during the twelve (12) month period preceding a Payment Date, after deducting therefrom the following amounts: (1) $88,888 special assessments according to the attached schedule and (if) any payment made to make payments to DHC previously due hereunder. ote le or assignable DHE without �the prior writtenraconsentOf the Authority in whole or to part, by the Tbia Note is issued pursuant to Resolution of The Housing Authority in and for the City of Chanhassen enm d is eit edT d to the benefits thereof, which Resolution is incorporated herein by reference. IT IS HEREBY CERTIFIED AND RECITED that all acts, conditions, and things required by the Constitution and laws of the State of Minnesota to be done, to have beeno e, have happned, and to be Performed ned rand haveCebeentperformed in issuance f this Note have and manner as required by law; and that this Note, together with all othegular "d due form, r indebtedness of the Authority or the City of Chanhesaen togoutether with on the date hereof and on the date of its actual issuance and delivery, floes not cause the Or statutory im the on Authority . the City f CLenhassen to exceed any constitutional or statutory limitation thereon. IN WITNESS WHEREOF, the Board of Conmifssioners of the Housing and Redevelopment Authority In and for the C1ty f Chanhassen has caused this Note to Of the Authority and has moused be executed by the manualutis of the Chairman and the Executive Director sed this Note to be dated as of 'swag c, Lairparaon Executive �uooe cei�aae D -e SCHEDULE E to CONTRACT FOR PRIVATE Ri PERMITTED ENCUMBRANCES The City shall deliver the Redevelopment Deed to tL" nedeveloper conveying marketable title, subject to the following: (1) building and zoning laws, ordinances and state and federal laws and regulation; (2) the rights of access to State Trunk Highway No. 5 acquired by the State of Minnesota and which are evidenced by Document Nos. 36870 and 129663; (3) all unpaid installments of special assessments; (4) that certain Piw: ped Unit Development Agreement by and between the Grantor, the Grantee and B.C. Burdick and Brigitte Burdick dated as of November 1992, recorded November _, 1992 as Document No. ; (5) that certain Contras: for Private Redevelopment by and between the Grantor and the Grantee dated as of November , 1992 recorded November 1992 as Document No. _; (6) that certain Access Easement and No -Build Agreement dated November 1992, by and between the City of Chanhassen, Minnesota and the Grantee, recorded November _, 1992 as Document No. ; and (7) that certain Easement for Ingress and Egress and No -Build Agreement dated November _, 1992, by and between B. C. Burdick and B%4gitte E. Burdick, Me wife, and the Grantees, recorded November _, 1992 as Document No. R: Y439H CR120-25 E-1 3. Tet7rts and Cnnditlonc of A sc t7oe shall govern the Access Easement: �"' The following terms and conditions A. The right to use the Access E"Oment Area may be extended by Burdick to his customers, employees, tenants, subtenants, suppliers, contractors, business invitees and other persons having contact with the activities being conducted on the Burdick Trac. the Access B. No fence or other barrier shall be erected or permitted within or across to and fromFheoBurdi k act; provided, however, that the foregoing Area which would prevent or obstruct the shall 11 not prohiicularbit travel temporary erectlon of barricades which are reasonably nt g or scull not prohibit the purposes la connection with the construction, reconstruction, epair and mainfor security tenance of improvements Including the Access Easement Area, on the Target Tract, It being agreed by the parties, however, that all such work shall be conducted in the most expet•itio•s manner reasonably possible to minimize the Interference with the use of the Access Easement Area and such work shall be diligently prosecuted to completion. No vW,les shall be parked within the Access Easement Area. C. Target reserves the right to close off the Access Easement Area or any Portion thereof for such reasonable period of time as may be legally necessary to prevent the acquisition of prescriptive rip anyone; provided, however, that prior to taking such action, Target shall give written '%. ..o Burdick of its intention to do so, and to the extern reasonably possible, the parties shall coordinate s-ach closing so that the interruption in the use and enjoyment of the Access Easement Area is kept n s that the D. rr pair a det l a smooth,na all surfaceswithinthe Access Easement Area in o good state clean, orderly, and safe condkinn. E. Target shall have the right to relocate the Access Easement Area at its provides equally direct and reasonably comparable vesole discretion and at its sole expense, provided such relocated Access Ea:emeat Area hicular access to and from the Burdick Tract via West 78th Street. If Target elects to relocate the Access Easement Area, Target shall settingrfortheand deliver to the legal description of the ck an reelo �dnt to Access Easement Area. recordable farm F. In the event of a condemnation or other governmental closure of the Club Cut, the award or purchase price paid for such "taking* shall be allocated between the owners of the Target and Burdick Tracts as their Interests tray appear; provided, however, if the Club Cut is relocated on the Target Trc:t, then to the extent reasonably possible, a new Access Easement Area shall be created to permit access to and from the Burdick Tract via West 78th Street. G. Each pay with respect to its Trac and any easements appurtenant thereto (including, in the case of the Burdick Tract, the Access Easement) and with respect to the operations thereon shall at all times maintain in full force and effect comprehensive. .2- 5c+hed'le H rrowrattnnrrassata/auaolCxr." EASEMENT FOR INGRESS AND EGRESS AND NO -BUILD AGREEMENT THIS AGREEMENT, made this 10 day of November, 1992, by and between Dayton Hudson Corporation a Minnesota corporation d/b/a Target Steres ("Targets and B.C. Burdick and Brigitte E. Burdick his wife (together, 'Burdick7, WITNESSETH: WHEREAS, Targe. is the fee owner of Lot 1, Block 1, Chanhassen Retail Addition, Carver Coun•.y, Minnesota (the 'Target Tract'); and WH2REAS, Burdick is the fee owner of Lots I and 2. Block 3, Burdick Park Addition, Carver County, Minnesota (the "Burdick Tract"); and WHEREAS, the Target Tract and the Burdick Tract are adjacent to each other as Shown on Exhibit A, attached hereto and by this reference made a part hereof; and WHEREAS, Burdick desires a non-exclusive right of way and easement over and across the portion of the Target Tract designated as the 'Access Easement Area' on Exhibit A (the "Access Basement Area") for the purpose of vehicular ingress and egress to and from the Burdick Tract via the West 78th Street curb cut shown on Exhibit A (the 'Curb Cut'); and WHEREAS, Target is willing to grant such easement for the benefit of the Burdick Tract in exchange for a no -build agreement over and across the portion of the Burdick Tract designated as the NO -Build Area" on Exhibit A and legally described on Exhibit B, attached hereto and by this reference made a part hereof (the "No -Build Area'); NOW THEREFORE, in consideration of the premises and other good and valuable consideration, the receipt and sufficiency of which Target and Burdick hereby acknowledge, Target and Burdick hereby agree as follows: 1. Reci38L VSDIPorated bY�ference. The provisions of the recital paragraphs set forth above are by this reference incorporated herein as if they had been set forth in the text of this Agreement. 2 Grant of Acs___ c� u BSc L Subject to the terms of this Agreement and to all matters and conditions of record, Target hereby grants and conveys to Burdick, his successors and assigns, for the purpose herein stated and for no other purpose, a non- exclusive right-of-way and easement (the 'Access Easement"), in common with Target and others entitled to use the same, over and across the Access Easement Area for the purpose of vehicular ingress and egress to and from the Burdick Tract via West 78th Street. public liability insurance with a financially responsible insurance company or compatdes; such' [: w=ee to provide for a Iftnit of not less than Three Million Dollars $3 0,000.00) for personal orb in ( ,s than Five Minion Dollars bodily jury or death to any one person, for a limit of not less than Five ($ ,000,000.00) for personal or bodily Injury or death to a number of persons arising out of any one occurrence, and for a limit of not less than one Million Dollazr (name 0, e0 other00) ip resarty act of an additional oral instance of prop" damage. Each Insurance policy shall shall not be canceled without d teas[ insured Parti' and shall contain a provision that it the insurer to all insureds. Each thirty (30) days' prior written notice being given by in full a certificate of insurance .. Each Party agrees to furnish to the other party, upon request, effect. The insurance may be carried under (i) as individual Policy covering fu forcece required hereunder is and a blanket policy or policies which include other liabilities,8 f such Ply, (w) a plan of self-insurance. provided that the Properties and locations in uch $40,000,000.00 or more of net current assets as evidenced ty so such Party'self-insuring annual has and maintains is audited by an independent certified public accountant, or by a combination of any of rt the foregoing insurance programs. fi Nothing herein contained shall be deemed to be a gift or dedication of any Portion of the Access Basement Area or the Target Tract to the general public, or for any public use or purpose whatsoever. Except as herein specifically provided, no rights, f r °orim immunities of any party hereto shall inure to the benefit of any third -party, nor Y party be deemed to be a beneficiary of any of the provisions contained herein. 3. No Build _ No building or other structure other than curbing, paving an and ldscaping shall be constructed, erected, placed or permitted to ; emon the No - Build Area, This restriction is solely for the benefit ain of the Target Tract and the owners present and future, thereof. Agreement the rfrevailin If either Party brings an action to enforce or interpret this P g pay in such action shall be entitled to recover reasonable attorney's fees and court costs, in addition to any other relief granted. 5. Cu venann R n with th All provisions of this benefits and burdens, Agreement including the ns, shall nun with the land and shall inure for the benefit of the benefitted tract and burden the burdened tract and shall be for the benefit of and binding upon all parties having or acquiring any right, title or interest in or to any portion of, or interest or estate in the Burdick Tract or the Target TracL 6. Remedies, Target and Burdick shall each have the right to prosecute any proceed[ .gs at law or in equity against any owner and/or occupant nd/or any other person violating or attempting to violate any of the provisions of this AI •ement and to recover damages for any such violation Such proceeding shall include : right to restrain by Injunction any violation or threatened violation by another of any c the terms, covenants, or conditions of this Agreement, or to obtain a decree to compel performance of any such 3- - ,. � � � • / .� _. •J -old-. th` �� yg ):. y / shall not be deemed to be a waiver of any subsequent violation in the performance or the same provision or any other term or provision contained in this Agreement. 9. -QaU=ar . Ibis document may be executed in counterparts, each of which shalt be deemed an original. IN VMWFSS WHEREOF, the parties hereto have caused these presents to be executed as of the day and year first above written. � B. C. BurdickBdi Bd�itte E Burdick - -- -5- TARGET Dayton Hudson Corporation By / Name Wiliam E. Harder Vice Prestaunt Title _ Name miig_ P. W99 Title Assistant Sea .!W terms, covenants, or conditions, it being agreed that die remedy at law for a breach tted r sudi tori, covenant, or condition is not adequate All of the remedies pe avaitable ander this Agreement or at law or equity shall be .,mntadve and not eltcrative, and imoeadon of airy such right or remedy shall not constitute a waiver or remedy. No election of remedies with respect to airy other permitted or available right d, of otherwise breach of this Agreement shall entitie Target or Burdick n cancel,rovideed ever, the terminate the easement grant or no -build agreement herein made P a party may have with respect foregoing limitation shall not affect any other right or remedyviolation threatened violation to a breach. including the right to restrain by Injunction arty of any of the tetras of this Agreement, or to eortp01 Performance of any such terms. 7. . Any notice, request, demand, instruction or other document or communication to be given or served hereunder or under any document or instrument executed pursuant hereto shall be in writing and shall be either (a) deliverc l personally, (b) sent by Federal Express (or other nationally recognised court°[ service)e) for Overnight delivery or (e) sent by United States registered or certified matt, return receipt requested. postage prepaid and addressed to the parties, at their respective addresses set forth below, and the same shall be effective (1) upon receipt if delivered personally, (u) one business day after delivery to Federal Express (or such other nationally recognized roues service), If sent by Federal Express (or by such other nationally recognized courier service) for overnight delivery or (iii) tyro business days after deposit in the mails. if mailed by registered or certified mail. A party may change its address for receipt of notice by service of a notice of such change in accordance herewith. if to Burdick: B. G Burdick 426 Lake Street Excelsior, MN 55331 It to Target Dayton Hudson Corporation Target Stores -Real Estate Attu: property Administration 33 S. Sixth Street Minneapolis. MN 55462 change of address. Each party shall be responsible for notifying the other party of any Notices shall be deemed given when delivered or when delivery is refused. S. Waiver. No waiver by either party of any violation of this Agreement shall be effective or binding on such Party unless made is writing by such party and o such waiver shall be implied from any omission by such party to take action io respect to such default. No express written waiver of any violation shall affect any other violation or cover any other period of time other than any violation and/or period of time specified in such express waiver. One or more written waivers of any violation under any provision of ,.ds Agreement -4- EXHIBIT B November 10, 1992 That part of Lots 1, and 2, Block 3. BURDICK PARK ADDITION, according t0 the recorded plat thereof and aitusto In Carver County, Minnesota described as follows; Commencing at the northwest corner of sold block 3; thence South 0 degrees 51 minutes 31 seconds East, assumed bearing along the west fine Of said Block 3, a distance of 46.68 ',eat to the point of beginning of the land to be described; thence southeasterly a distance of 65.91 feet along a non-tangential Curve concave to the southwest having a central angle of 62 degrees 56 minutes 28 seconds, a radius of 60.00 feet and a chord bearing of South 29 degrees 23 minutes 17 seconds East; thence south 2 degrees 04 minutes 67 seconds West a distance of 293.67 feet; thence southwesterly a distance of 21.93 feet along a tangential curve concave to the northwest having a central angle of 20 degrees 58 minutes 41 second$ and a radius of 60.00 feet to a thence South 89 degrees 08 mipoint on the south line of said Block 3; nutes 29 seconds West along said south fine a distance of 9.79 teat to the southwest corner of said Block 3; thence North 0 degrees 51 minutes 31 seconds West along said west line of Block 3 a distance of 369.54 feet to said point of beginning, STATE OF MINNESOTA ) COUNTY OF CARVER ss. The f_or�going in-atnunant was acknowledged before me this ; c day of November, 1992 by CCi�c and � li,ii�e/=j�a'dt�, husband and wife. 4 "� nor � HErxz;:s�s 11nrARY Mjkr —A:.:r:su S- ��' HEMttEIh CJ.i,iY z My romm¢sron Eiryna 4u6 6.. y �"JJNIMYJJ✓JNVJJNYIn.vryi. n STATE OF MQHNESOTA ) COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this `9+f, day of November, 1992, by William E. Ha der and t�,ltion P. N se the Vf csrc%n! �d QSs stn +respecttvelyrof Dayton Hudson Corporation, a Minnesota rporauon, on behalf of the corporation. 'n+_ is in<tn_ment w c dr a i t. Catharine Boscbee, Esquire Target Stores 33 South Sixth Street Mirmeapolis, MN $5402 (612) 370-5765 r Notary Public 6- JOHN A COrNELL �7 PaGOWAMSM VY Camp Bap 7,17{!7 1109941CHUMASSEK/OECLARAi IW. 119 DECLARATION OB RESTRICTIVE COVENANTS THIO DECLARATION, made this 4A_ day of I fALLL al , 1992, by the HOUSING AND REDEVELOPMENT AUTHORITY IN AND FOR THE CITY OF CHANHASSEN ("Developer"), a public body, corporate and politic, under the laws of the State of Minnesota, WITNESSETHS WHEREAS, Developer is the fee owner of a certain real property located in the City of Chanhassen (the "City"), County of Carver, State of Minnesota, legally described as Outlets A and B, Chanhassen Retail Addition (the "Developer Tract"); and WHEREAS, Target is the fee owner of Lot 1, Block 1, Chanhassen Retail Addition (the "Target Tract"); and WHEREAS, the Developer Tract and the Target Tract (collectively, the "Shopping center") are contiguous and adjacent to each other as shown on the site plan attached hereto as Exhibit A (the "Site Planw); and WHEREAS, Target intends to build and operate a retail store on the Target Tract; and WHEREAS, Developer intends that the Developer Tract be developed and operated for compatible purposes; and WHEREAS, Developer and Target intend that their respective tracts be developed and operated in conjunction with each other as integral parte of a retail shopping complexi and WHEREAS, in c:Aer to effectuate this plan and in order to induce Target to build and operate a Target Store on the Target Tract, Developer desires to subject the Developer Tract to certain covenants, conditions and restrictions hereinafter set forth, all ma� L of which are for 1•,he benefit of the Target Property and each owner, present and future thereof) Now, THMFORE, in consideration of the promises and other good a ' valuable consideration, the receipt and sufficiency of which Developer hereby acknowledges, Developer hereby declare& and makes all of the Developer Tract subject to the following covenants, conditions and restrictions, which shall run with the Developer Tract and be binding on all Persons having any right, title or interest in the Developer Tract or any part thereof, their heirs, successors and assigns, and which shall inure to the benefit of each owner, present and future, of the Target Tract: ARTICLE I DEFINITIONS 1.:, Buildinc Area. "Building Area" shall mean the limited areas on the Developer Tract within which buildings (which for the purpose of this Declaration shall include any appurtenant canopies, supporta, loading docks, truck ramps and other outward extensions) may be constructed, placed or located. 1.2 Environmental Laws. "Environmental Laws" shall mean all federal, state, county, municipal, local and other statutes, laws, ordinances and regulations which relate to or deal with human health or the environment, all as may be amended from time to time. 1.3 Floor Area. "Floor Area" shall mean the actual number of square feet of space contained on each floor within a building, including any mez:;anine or basement space, as measured from the exterior faces of the exterior walls or store front and/or the center line of ary common walls; provided, however, that the following areas shall.iot be included in such calculationsf office space used by the occupant for administrative purposes and which is rot open or accessible to the general public; the upper levels of an} multi-deck/platform areas used for storage of merchandise; and any it apace used for dabuilding aeutilities or mechanical equipment. within thirty (30 d Owner of the Target quest• an Owner shall certify to the each Tract on the amount of Floor Area applicable to to beprepared such Owith reapect to any owner causes an as -built survey wner shall furnisha co f the of the Developer Tract, Target Tract for informational purposes survey to the Owner of the Y• During any period of rebuilding, repairing, replacement reconstruction of a building, the Floor Area be P °°meat or deemed to be the same °f that building shah Period. Upon etion orthe Ouch rebuilding, repairing, prior to raconst located, shall cause °P°n whoae Tract such building is building h a new determination of Floor Area for such determination shall be sent described above request. to the Owner o and such P the Target Tract open l.q Pardo s Materials. "Hazardous Materials" Petroleum productshall mean biph"Y's-by-products, radioactasbestos, ive materials Polychlorinated chemicals, materials or a ' explosives and pollutant or ubstances defined all other a contaminant i as hazardous or as is regulated by, any Environme to the release or disposal of which 1 Lay. 1.5 ° time entitled "Occupant" shall mean any person Prom on the he use and occupant time to Davaloper Tract an Ownership Y oP any portion of a building sublease under license, concession right or any lease, or other similar agreement. 1.6 OWnu successors .Owner" shall mean Developer and and assigns Who become Developers tract ny fee Portion of the nDeveloper Tran, but not e contract avendors)iopeLant shall be Tract. Each Owner of the Developer y and undo liable for the performance of all cove P r Tract Undertaking, herein set f Hants, obligations Orth with respect to the portion of - 3 - Any words used in this Declaration that are not defined'in this Declexpressly aration shall have the meaning assigned to them in the zoning ordinances unless the context clearly of the City of Chanhassen, Minnesota, indicates that such meaning could not have been intended. ARTICLE II FARRIMG The parking area on each separate Tract Comprising the Developer Tract shall contain sufficient ground level parking spaces in order to comply with the following minimum requirementss (i) five (5.0) parking spaces for each one thousa (1,000) square feet of Floor Areal nd (ii) if a business use contains a drive -up unit (such as remote banking teller or :food ordering/dispensing facility), then there shall also be created space for stacking not less than five (5) automobiles for each drive -up unit; (iii) for each single Restaurant which has less than five thousand (5,000) square feet of Floor Area, then there shall also be created five (5) additional parking spaces for each one thousand (1,000) square feet of Floor Area devoted to auch use; (iv) for each s'_ngle Restaurant which has at least five thousand (5,000) square feet of Floor Area, but less than seven thousand (7,000) square fact of Floor Area, then there shall also be created ten (10) additional parking spaces for each one thousand (1,000) square feet of Floor Area devoted to such use; (v) for each single Restaurant which has seven thousand (7,000) square feet of Floor Area or more, then there 5 the Developer Tract owned by it which accrue during the period of such ownersaip, and such liability shall continue with respect to any portion transferred until such owner transfers all of its interest in such portion and the notice of transfer set forth below is given, at which time the transferring owner's personal liability for obligations shall terminate. An owner transferring all or any portion of its interest in the Developer Tract shall give notice to Target of such transfer and shall include therein at least the following information: (i) the name and address of the new owner: and (11) a copy of the legal description of the portion of the Developer Tract transferred. until the notice of transfer is given, the transferring owner shall (for the purpose of this Agreement only) be the transferee's agent. 1.7 Person. "Person" shall mean any individual, partnership, firm, association, corporation, trust, or any other form of business or government entity. 1.8 permittee. "permittee" shall mean all occupants and the officers, directors, employees, agents, contractors, customers, vendors, suppliers, visitors, invitses, licensees, subtenants, and concessionaires of occupants insofar as their activities relate to the intended use of the Shopping Center. 1.9 Restaurant. "Restaurant" shall mean any operation or business which requires a governmental permit, license and/or authorization to prepare and/or serve food for either on or off site consumption. 1.10 Tract. "Tract" shall mean that portion of the Developer Tract owned by an owner and/or used or occupied by an occupant, as the context indicates. MC (B) The Developer and Target have agreed upon architectural guidelines for the exterior of all buildings to be constructed, Placed or located within the Developer Tract, such guidelines being attached hereto as Exhibit C. In order to insure compliance with such guidelines, each Owner and/or Occupant shall submit to Target detailed plans (flplansw) as required by Exhibit D attached hereto covering the initial construction of each building and any additions, remodeling, reconstruction or other alteration which changes the exterior thereof for approval prior to the comm of any aucb work. ancsmant Upon the issuance of any disapproval or recommendation for change, mutually consult to establisthe submitting Owner and Target shall h approved Plans for the proposed work. Target shall not 1) arbitrarily or unreasonably witht,old approval Of the Plans; 2) withhold approval of exterior rentdeling or exterior reconstruction which does not either substantially enlarge an existing structure or substantially change an existing stricture; 3) recommend any changes that are inconsistent with -any apylicable architectural and/or design standards established by the City of Chanhassen; or 4) recommend any changen that are inconsistent with the standards set forth in Exhibit C. event shall Target require any Owner to utilize design In no superior to those utilized by Target standards in the construction of buildings on its Tract, constitute Approval of Plans by Target shall not assumption of responsibility for the accuracy, sufficiency, or propriaty thereof, nor shall such approval constitute a representation or warranty that the plans comply with applicable laws. 90 material deviatio:, shall be made from the approved Plans without Target's prior written approval, (C) No bui'.ding or other structure Tract (excluslocated on the Developerive of any free standing sign referred to in 4.2 hereof) shall exceed twenty-five (25) feet in height. The height of any building or structure shall be measured Perpendicular from the finished floor elevation to the top of the roof structure, including- any screening, parapet, penthouse, - 7 - shall also be created fifteen (15) additional parking spaces for each one thousand (1,000) square feet of Floor Area devoted to such use. If an Occupant of the Developer Tract operates a Restaurant incidentally to its primary business purpose, then so long as such incidental operation continues, the portion of the Floor Area occupied by such Restaurant shall be excludad from the application of -.ii) and (iv) above. For the purpose of this clause only, a Restaurant shall be an "incidental operation" if it occupLas less than seven percent (7%) of the occupant's Floor Area and does not have a separate customer entry/exit floor to the outside of the building. In the event of a condemnation of part of the Developer Tract or sale or transfer in lieu thereof that reduces the number of usable parking spaces below that which is required herein, the Owner *jhose Tract is so affected shall use its best efforts (including using proceeds from the condemnation award or settlement) to restore and/or substitute ground level parking spaces in order to comply with the parking requirements set forth above. If such compliance is not possible, such Owner shall not be deemed in default hereunder, but such owner shall not be permitted to expand the amount of Floor Area located upon its Tract. If such Floor Area is thereafter reduced, then it may not subsequently be increased unless the parking requirement is satisfied. ARTICLE III BUILDING IMPROVEMENTS 3.1 Conatruotion of Building Imy3ovements. (A) While it is acknowledged and agreed that no Amer shall have an obligation to either commence construction, or complete construction once started, of any building on its Tract, all buildings shall be located only within the Building Areas. 6 or (iii) demolish the damaged portion and/c: the balance of such buflding improvements and restore the cleared area to either a hard surface condition or a landscaped condition. sue:: Owner ohall have the option to choose which of the foregoing alternatives to perform, but such Owner shall be obligated to perform one of such alternatives. such Owner shall give notice to the Owner of the Target Tract within ninety (90) days from the date of such casualty of which alternative it elects. ARTICLE IV USES 4.1 (A) The following uses shall be permitted on Outlot B of the Developer Tract: (i) Day care center; (ii) standard restaurants= (iii) Retail; (iv) Financial institutions, including drive-in service; (v) Newspaper and small printing offices; (vi) Veterinary clinics (vii) Offices: (viii) Health care facility, (ix) Garden center (if completely enclosed); (x) Bars and taverns, if not more than 408 of gross revenue is derived from the sale of intoxicating liquor, and _9_ mechanical equipment or similar appurtenance located on the roof of such building. Any Owner shall have the right to install, maintain, repair, replace and remove Communications Equipment on the top of the building on its Tract which may extend above the heitht limits established above; provided, however, such Communication Equipment shall be set back from the front of the building to reduce visibility thereof by customers and screened by Pitched roofs. As used herein, the phrase "Communications Equipment" antennae means such things as satellite and microwave dishes, cable. and laser heads, together with associated equipment and (A) lifter completion of construction, each Owner covenants and agrelns to maintain and keep its Tract and the building and other improvements located on its Tract in first-class condition and state of repair, in compliance with all governmental laws, Miles, regulations, orders, and ordinances exercising jurisdiction thereover, and in compliance with the provisions of this Declaration, including the architectural guidelines set Exhibit C. Each forth on Owner further agrees to store all trash and garbage in adequate containers, to locate such containers so that they are not readily visible from the parking area, and to arrange for regular removal of such trash or garbage. (B) In the event any of the building improvements ;se damaged by fire or other casualty (whether insured or •.lot), the Owner upon Whose Tract such building improvements are located immediately shall reuove the debris resulting from such event and provide a sightly barrier, and within a reasonable time thereafter shall either (i) repair or restore the building improvements so damaged to a Complete unit, such repair or restoration to b3 Eerformed in accordance with all provisions of this Declaration, or (ii) erect Other building improvements in such location, such construction to he performed in accordance with all provisions of this Declaration, 8 (viii) Any automobile, truck, trailer or recreational ve{icles sales, leasing, display or repairs (ix) Any bowling alley or skating rink; ' (x) Any theater; (xi) Any living quarters, sleeping apartments, or lodging rooms; (xii) Any animal raising facilities (except that this Prohibition shall noz prohibit pet shops or a veterinary clinic); (xiii) Any mortuary or funeral home; (xiv) Any establishment selling or exhibiting Pornographic materials; (xv) Any bar, tavern, restaurant or other establishment whose reasonably projected annual gross revenues from the sale of alcoholic beverages for on -premises consumption exceeds forty percent (40$) of the gross revenues of such business; (xvi) Any health spa, fitness center or workout facility; (xvii) Any flea market, amusement or video arcade, pool or billiard hall, car wash, or dance hall; (xviii) Any training or educational facility, including but riot limited to; beauty schools, barber colleges, reading rooms, Places of instruction or other operations catering primarily to students or traineeo rather than to customers; Provided however, this prohibition shall not be applicable to (xi) A maximum of two fast food restaurants. (S) The foregoing notwithstanding, the following usos shall not be permitted on Outlot S of the Developer Track: (i) Any use which emits an obnoxious odor, noise, or sound which can be neard or smelled outside of any building U the Shopping Cenkert (11) Any operation primarily used as a rarshouse operation and any assembling, manufacturing, .distilling, refining, welting, agricultural, or mining operation: (i+_i) Any "second hand" store or "'surplus" store; (iv) Any mobile home park, trailer court, labor cavp, junkyard, or stockyard (except that this provision shall :iot prohibit the temporary use of construction trailers during periods of construction, reconstruction, or maintenance)t (v) Any dumping, disposing, incineration, or reduction of garbage (exclusive of garbage compactors located near the rear of any building); (vi) Any fire sale, bankruptcy sale (unless pursuant to a court order) or auction house operation; (vii) Any central laundry, dry cleaning plant, or launeromat; provided, however, this prohibition shall not be applicable to on-site service oriented to pickup and delivery by the ultimate consumer, including nominal supporting facilities, as the same may be found in retail shopping districts in the matropolitan area where the Shopping center is located; - lc - operate, or cause to be operated a business or any particular business on any portion of the Developer Tract. ARTICLE v MISCELLANEOUS 5.1 NO waiver by Target of any violation of this Declaration shall re effective or binding on Target unless made in writing by Target and no such waiver shall be implied from any omission by Target to take action in respect to such default. No express written waiver of any violation shall affect any other violation or cover any other period of time other than any violation and/or period of time specified in such express waiver. One or more written waivers of any violation under any provision of this Declaration shall not be deemed to be a waiver of any subsequent violation in tho performance or the same provision or any other term or provieirn contained in this Declaration. 5.2 Ta:'get shall have the right to prosecute any proceedings at law or in equity against any Owner and/or Occupant and/or any other Person violating or attempting to violate any of the provisions of this Declaration and to recover damages for any such violation. Such proceeding shall include the right to restrain by injunction any violation or threatened violation by another of any of the terms, covenants, or conditions of this Declaration, or to obtain a decree to compel performance of any such terms, covenants, or conditions, it being agreed that the remedy at law for a breach of any such term, covenant, or condition is not adequate. All of the remedies permitted or available 'to Target under this Declaration or at law or in equity shall be cumulative and not alternative, and invocation of any such right or remedy shall not constitute a waiver or election of remedies with respect to any other permitted or available right or remedy. - 13 - on-site employee training by an Occupant incidental to the conduct of its business at the Shopping Center; (xix) More than two fast food restaurants. (C) No Owner or Occupant shall use, or permit the use of, Hazardous Materials on, about, under or in its Tract, except in the ordinary course of itsusualbusiness operations conducted thereon, and any such use shall at all times be in compliance with all Environmental Laws. Each Owner and Occupant shall indemnify, protect, defend and hold harmless Target from and against all claims, suits, actions, demands, costs, damages and losses of any kind, including but not limited to costs of investigation, litigation and remedial response, arising out of any Hazardous Material used or permitted to be used by such OwnEr or Occupant, whether or not in the ordinary course of business. (D) Developer shall maintain outlot.A in its natural, wooded state and in a clean and safe condition. Developer shall not erect, place, maintain or permit any other Person to erect, place or maintain any improvement, including, but not limited to, any building, structure, curbing, paving or fencing, but expressly excepting natural vegetation and other trees and plants, on, over or across the portion of outlet A legally described on Exhibit 8 and shown on Exhibit A. (E) The word "Target" shall not be used as part of any name used to identify the Shopping Center or any business or trade conducted on the Developer Tract. (F) Each Owner shall use its best efforts to cause thf employees of the occupants of its Tract to park their ehicles only on such Tract. (G) This Declaration is not intended to, and does not, create or impose any obligation on an Owner to operate, contlauously - 12 - 5.5 whenever required by the context of this Declaration, (i) the singular shall include the plural, and vice versa, and the masculine shall include the feminine and neuter genders, and vice versa and (ii) use of the words "including", "such as,,, or words of similar import, when following any general term, statement or matter shall not be construed to limit such statement, term or matter to specific items, whether or not language of non - limitation, such as "without limitation", or rebut not limited to", are used with reference thereto, but rather shall be deemed to refer to all other items or matters that could reasonably fall within the broadest scope of such statement, terms or matter. 5.6 Invalidation of any of the provisions contained in this Declaration, or of the application thereof to any person by judgment or court order shall in no way affect any of the other provisions hereof or the application thereof to any other person and the same shall remain in full force and effect. 5.7 This Declaration may be amended by, and only by, a written agreement signed by seventy-five percent (758) of the then current Owner(s) of the Developer Tract an9 seventy five percent (758) of the then current fee owner(s) of the Target Tract and approved in writing by city of Chanhassen, which approval shal'. not be unreasonably withheld, and shall be effective only when recorded in the county and state where the Shopping Center is located; provided, however, that no ouch amendment shall impose any materially greater obligation on, or materially impair any right, of Target or its Tract or an owner or its Tract without the consent of such Person. No owner, Occupant or Person, other than the then current fee owners of the Target Tract shall have any right to enforce any of the provisions hereof; provided, however, that no such amendment shall impose any materially greater obligation on, or materially impair any right, of TarVat or its Tract or an Omer or its Tract without the consen� of such Person. - 15 - 5.3 Any notice, request, damand, instruction or other documen' or communication to be given or served hereunder or under any document or instrument executed pursuant hereto shall be in writing and shall be either (a) delivered personally/ (b) sent by Federal Express (or other nationally recognized courier service) for overnight delivery or (c) sent by United States registered or certified mail, return receipt requested, postage prepaid and addressed to the parties, at their respective addresses set forth below, and the same shall be effective (i) upon receipt, if delivered personally, (ii) one business day after delivery to Federal Express (or such other nationally recognized courier service), if sent by Federal Express (or by such other nationally recognized courier service) for overnight delivery or (iii) two business days after deposit in the nails, if mailed by registered or certified mail. A party may change its address for receipt of notice by service of a notice of such change in accordance herewith. If to Developer; Housing and Reeevelopment Authority in and for the city of Chanhassen 690 Coulter Drive Chanhassen, MN 55317 If to Target: Dayton Hudson corporation Target Stores -Real Estate Attn: Property Administration 33 S. Sixth Street Minneapolis, MN 55402 Each party shall be responsible for notifying the other party of any change of address. Notices shall be deemed given when delivered or when delivery is refused. 5.4 The terms of this Declaration shall constitute covenants running with the land and shall inure to the benefit of and be binding upon the signatories hereto and their respective successors and assigns. - 14 - full force and effact until 11:59 p.m. on December 31, 2032. Upon tarmination of this Declaration, all rights and privileges derived from and all duties and obligations created and imposed by the provisions of this Declaratio;l, except as relates to the easements mentioned above, shall terminate and have no further force or effect; provided, however, that the termination of this Declaration shall not limit or of Feat any remedy at law or in equity that Target may have against: any Owner or Occupant with respect to any liability or obligation arizing or to be performed under this Declaration prior to the date of such termination. IN WITNESS WHEREOF, the Parties have caused this Dec'tiacion to be executed effecl:ive as of the day and year first above written. HOUSING AND REDEVF,I.OPMENT AUTHORITY IN AND FOR THE CITY 07' CHANHASSEN ("Developer") By & ",- Name R. DOHA) Title Ac.r,N(, 0"Ae.PcRw&) Name DOM k,NWaQTH Title 6,Ktu.rI E 7Xk947oe- - 17 - 5.8 None of the terms or provisions of this Declaration shall, be'deemed to create a partnership between or among Developer and Target in their respective businesses or otherwise, nor shall it cause them to be considered joint venturers or members of any joint enterprise. 5.9 Nothing herein contained shall be deemed to be a gift or dedication of any portion of the Shopping Center or of any Tract or Portion thereof to the general public, or for any public use or Purpose whatsoever. Except as herein specifically provided, no right, privileges or immunities of Target or any Owner shall inure to the benefit of any third -party, nor shall any third -party be deemed to be a beneficiary of any of the provisions contained herein. 5.io Time is of the essence of this Declaration. 5.11 Whenever performance is required of any Person hereunder, such Person shall use all due diligence to perform and take all necessary measures in good faith to perform; provided, however, that if completion of performance shall be delayed at any time by reason of acts of cod, war, civil commotion, riots, strikes, picketing or other labor disputes, unavailability of labor or materials, damage to work in progress by reason of fire or other casualty, or any cause beyond the reasonable cantrol of such Person, then the time for performance as herein specified shall be appropriately extended by the amount of the delay actually so caused. The provisionr. of this section shall. n,t operate to excuse any Person from the prompt payment of any monies required by this Declaration. ARTICLE VI TERM 6.1 Term of this De laration This Declaration shall be effective as of the date first above written and shall continue in - 16 - STATE OF MINNESOTA ) as. COUNTY OF CARVER ) The foregoing instrument was /acknowledged /� before me this L day of November, 1992, by lArn.Ga K. l�J�-�i.r�i and by ��✓_� , respectively, ttve� and of the Ho ng and Redevelopment Authority in and for the City of Chanhassen, a public body, corporate and politic, under the laws of the State of Minnesota, on its behalf. �--.—.�• WNEN J. FNGEI}iAROT � i 0 NOTARY PLULIC—ANNNWTA ❑. Cam*CARARFcot-NdY�R tri, I This Instrument was drafted by., Catharine Boschee, Esquire Target Stores 33 South Sixtt, Street Minneapolis, MN 55402 (612) 370-5765 -is- S& �ia.a •% .�J� 3 �--.—.�• WNEN J. FNGEI}iAROT � i 0 NOTARY PLULIC—ANNNWTA ❑. Cam*CARARFcot-NdY�R tri, I This Instrument was drafted by., Catharine Boschee, Esquire Target Stores 33 South Sixtt, Street Minneapolis, MN 55402 (612) 370-5765 -is- All open spaces and non -parking lot surfaces shall be landscaped, or covered with plantings and/or lawn material. C. Outdoor storage is prohibited O• The master landscape plan for Lot 1, Block 1, Wi• a assen for allaiorAthe itionspecific1 be the site landesign developments within outlot B. Each Tract muspe t Present a landscape plan for approval with the site Plan review process. E. Loading areas shall be screened from public right- of-ways. Wing wall may be required where deemed appropriate. P. Outlat B, Chanhassen Retail Addition, shall be seeded and maintained in a weed free condition in all areas proposed for future development. �• Tree preservation areas shall be clearly staked and marked by snow fence. Prior to the start of grading, City staff may require minor revisions to grading inc:,uding the potential use of retaining walls, if it appears that tree preservation will benefit. Protected trees lost due to development activity shall be replaced on a caliper .inch basis in accordance with plans approved by City staff. 3. Hlgnage. Exterior signage on outlot Bis limited to the following: A. Outlot B, Chanhassen Retail Addition, is allowed one pylon sign. B• Each Tract shall be allowed one monument sign located near the driveway into the Tract. Monument signage shall be subject to the monument standards in the City's sign ordinance. C. Wall signs are permitted on no more than two (2) street frontages. The total of All wall mounted sign display areas shall not exceed fifteen percent (15%) of the total area of the'building wall upon which the signs are mounted. The e must have O. Chanhassen Retail Addition onandteshallthtrouout ieghthe building materials to bo consistent with the signs. This includes freestanding wall and monument signs. 2 - EXHIBIT C ARCHITECTURAL OUZDELIEBE VOR OUTLOT E, CEANHABBER RETAIL ADDITZOH ("OUTZAT Be#) Outlot 8 shall dConfo mt to athe PQR and Design. All buildings following requirements: within All materials shall be of high quality and durable. painted surfaces introZad tial shall be used, Color through brick or shall be colored block or Panels. shall not be allowed, fluted, Block shall %ave a weathered face or be polished, or broken Pace. Concrete may be poured in place, tilt -up or pre- cast, and shall bcoated. e finished in atone, textured er Metal standing aiding may only be used as support material to one of the curtain wall on office coaponents, materials, material. or as a roofing All accessory structuresbe designed to be compatible with the primary structure. mounted equipment, trash storage, etc. All ground Pully screened by compatible masonry walls. must be All roof mounted equipment shall be screened b Pitched roofs. Wood screen fences are prohibited, Screening shall consist G. of compatible materials, and All outlots shall be designedwith similar material Chanha"SOn ot 1, en Rett the building on Lail Addition. Block 1, E. All buildings on outlot e, Chanhassen Retail Addition, a.hall have a pitched roof line and use architectural themes consistent with each other the building r Lot 1, Block 1, Chanhassen Retail Addition, and represnntative of the Chanhassen CBD. Z• Landscaping and saseening. Osvelo shall conform to the and ning-requirements: pment within Outlot s A• Plan approved by Each Tract within Outict B must have a landscaping site plan review p process. and Targe: as part of the EXHIBIT D • SUBMISSION GUIDELINES 1 During U a conceptual design phase, the constructing party shall submit to Target the following: A. Site Design Documents to Indicate tFollowing: count o parking configurations and car par kingo Typical bay width and stall dimensions --- o Drive widths G Setbacks o curb cuts e Spot elevations or rough contours O Rough landscape scope o Lighting po'.e locations o Prelimi.na.-y utility strategies B, Building DelAgn single Line Plans to Indicate the Following: O Extericr wall configuration n Doors and store front extent O Canopi$s and overhangs p Probakle column locations at exterior and abutting our build: ng on interior C. Exterior wallareas laDrawings doorsindicate and storethe f fronts Following, Z• After approval has been granted of conceptual design phase submitted in accordance with the guidelines specified in 1 above, the constructing party shall submit final design phase plans to Target as follows: FV hall be an not nbe ssolely ourrted on Da toe feature, they shall 8• Consistencyp le of a Pa•;;dz.ion. B Materiels, nal ge shall relate to Dolor, size, Sign Permits from the City are required G. sign. for each Cityosiggnn codes are alloyed If consistent with t,be Lightin Tb hall apply wfthinCutlot Hing exterior lighting standards All A odium shoe box fixtures be shielded high diem pressure light lightei g lineThis does than 1/2 aPPl�dloostrtht lighting. H. difether rerentfated Prom direct or reflected as it orible .gina es. the l�tB all heneite Proall not groat C m which Yearly cone and automa911ts Shall be tloceallric ce21 turn .n. Y as activated by D. Light poles shall use sh special p Oe box light standards. also comply vwath bhe P eveiopag t "•!thin shall All ollowin penial 1. ovisfons: A. buildings un Addition, shall Wtlot H, Cha have a pitched roof. Retail H. �a Sther J_ surface Prom ou,alot 8 shall be such Athat ddition impervious surface for Cha develseventY cakent (�oa •whole, shalt! sssen not R'.eail Percent shall A13 site exceed requirement. be consistent with �s this - 3 - o Proposed large scale details of key section conditions to show exterior design intent o Major penthouses or rooftop equipment profiles o Features such as special masonry patterns, bands or special materials and textures 0 stain leaders or scuppers o Wall sections at various exterior locations including at the demising wall to the adjoining building wi-h key vertical dimensioning 3. if a building is to have a through -the -wall pedestrian access connection to an adjoining building, then the final design phase submission shall also include (to the owner of such adjoining building) the following: o Plans of the pedestrian m411 circulation showing any variations in floor elevations o Elevations/sections of the proposed mall space showing store front sign bulkheads and key dimensions o Proposed ceiling design including special features such as variations in height or skylights o Floor material patterns o Landscaping and mall seating areas o Proposed interior sign guidelines o Paint color chips and samples of ether materials such as brick or concrete aggregates (glass or aluminum finishes may be annotated on the plans or elevations) o Proposed large scale details of key section conditions to show interior design intent 4. The constructing party shall provide Target with 'a complete set of bid documents for the building and/or improvements to be located upon its Tract. -3- A. Site Design DOCumeats Delineating Information Outlined in the concept Phase with the Following Added Details o Refined grading plana o Selected lighting fixtures and resultant ligbting levels in foot candles o Landscaping showing generic planting materials and locations o Proposed paving section designs and location O utility layouts including hydrants and sizes proposed o Proposed details for curbs, site structures, manholes, etc. o Proposed site signage designs and locations B. Building Design Plans Delineating Information outlined in the concept Phase with the Followinc Added Details o Exterior wall thicknesses o Structural columns or bearing walls at building exterior and proposed foundation design at adjoining wall between abutting buildings o Where common footings are to be shared provide wall or column load information for design of that footing c Proposed roof plan showing slopes and location of penthouses or other major mechanical equipment o References c key flashing details of roof to adjoining building C. Exterior Elevation Drawings Delineating Information Outlined in the concept Phase with the Following Added Detail: o Proposed building sign standards o Paint color chi;s and samples of other materials such as brick or concrete aggregates (glass or aluminum finishes may be annotated on the elevations) -2- 3. 2"U and Crndittonc r e Easement The following terms and conditions Shall govern the Access Ease Ile riot to use the and contractors d to other Easement Area may be extended by I�tq to its employees t limited inspeection oroM umai¢ and the extent that such Persons equire�acoess to OuotlotvAfor its �e¢s the Access Easement (Area which would preveence Or other barrier n orr obstruct the permitted within or across to and from outlot A. provided however, that bs foregoingPassage of vehicular travel temporary erection of barricades which are reasonablyn shall not prohibit the Purposes In connection with the co ecessary for security and/or improvements, includingtho o��On, reconstruction, repair and maintenansafety f by the Parties, hos.o�Access Easement Area, on the Target Tract, it being agreed manner reasonablythat (I) all such work shall be conducted in the most expeditious Easement Possible to minim; the interference with the use of the Access reasonably work is Li) such work shall be diligently Prosecuted to completion, and (iii) if umil such work is Completed. alternate access route shall be provided for HRAs use portion thereof for aught re serves tte e right of dose off the Access Easement Area or any the acquisition of prescriptive rights y tumid �y be legally necessary to prevent action, Target shall �' anyone; provided however, that prior to taking such reasonablygive written notice to HRA of Its intention to do so, and to the extent pontible the parties shall coordinate such dosing so that the interruption in the use and enjoyment of the Access Easement Area is kept to a minimum D. et sban in a good states of repair and a sm o ° ��°� , v4 n the Accra; Easement Area smooth, clean, orderly, and safe condidoa 1-.' Target shall have the right to relocate the Access Easement Area at its sole discretion ani at its sole expense, Provided such relocated Access Easement Area Provides pedestrian and vehicular access to and from Outlot A suitable for maintenance workers and their vehicles, If Target elects to relocate the Access Easement Area, Target shall prepare and deliver to HRA an amendme¢t to setting forth the legal description of the relocated Accessthis EaseAgreement in recordable form ment Area H. Nothing herein contained shall be deemed to be a gift or dedication of anY Portion of the Access Easement Area or the Target Tract to the general public, or for any Public use or purpose whatsoever. Except as herein spedfically provided no rights Privileges or immunities of any party hereto shall Inure to the benefit of any third -party, nor herel � mrd p" be deemed to he a beneficiary of any of the provisions contained •2. Sc ttNJii I (L. 44 11 W)2/aV"LASSEN/ffDA1EAs 4CCESS PM MENT AND NO•BUrLD AGREEMENT THIS AGREEMENT, made this l o day of November,199Z by and between Dayton Hudson Corporation, a Minnesota corporation d/b/a Target Stores ('Target') and the Housmg and Redevelopment Authority in and for the City of Chanhassen, a public body corporation and politic ander the laws of the State of Minnesota ("HRA.), WITNESSETH: WHEREAS, Target is the fee owner of Lot L Block 1, Chanhassen Retail Addition, Carver County, Minnesota (the Target Tract); and WHEREAS, HRA is the fee owner of Outiot A, Chanhassen Retail Addition, Carver County, Minnesota COutlot A'); and WHEREAS, the Target Tract and Outlot A are adjacent to each other as shown on Exhibit A, attached hereto and by this reference made a part hereof; and WHEREAS. HRA desires a non-exclusive right -Of way and easement over and across •the Portion of the Target Tract designated as the 'Access Easement Easement Area• on Exhibit A (the EasementArea') for the Purpose of vehicular and pedestrian ingress and egress to and from the Outlot A in connection with the maintenance of Outiot A and WHEREAS, Target is wilting to grant such easement for the benefit of Outlot A in exchange for a no -build agreement over and across the portion of Outlot A designated as the 'No -Build Area• on Exhibit A and legally described on Exhibit B, attached hereto and by this reference made a part hereof (the. 'No -Build Area'); NOW THEREFORE, in consideration of the premises and other good and valuable consideration, the receipt and sufficiency of which Target and HRA hereby a Target and HRA hereby agree as follows; cknowledge, 1. Recitals t The provisions of the recital ar forth above are by this reference incorporated herein as if they had been set forthaigrn t110 in Of this Agreement. 2. Orant of A s af matters and condhtloas recordm . Subject to the terms of ft Agreement and to all o, Target hereby grants and convoys to and assigns, for the purpose herein stated and lot no other HRA, its successors way and easement (the 'Access Easemenl� in common with Target and othersn-exclusl ve entitled to use the same, over and across the Access Easement Arca for the purpose of ped A estrian and vehicular ingress and egress to and from Outlet A, but only in connection with the maintenance of Outlot 3. No-UWld Agreement No bufiQlng or other structure, including, but not limited to,'any building, fencing, curbing and paving, but expressly excepting natural vegetation and other trees and plants, shall be constructed, erected, placed or permitted to remain in, on or under the No -Build Area Ibis restriction is solely for the benefit of the Target Tract and the owners, present and future, thereof. 4. Posts of Bnforccme.�rIf either party brings an action to enforce or interpret this Agreement, the prevalling party in such action shall be entitled to recover reasonable attorney's fees and court costs; in addition to any other relief granted 5. Covenants Run 3&ith the Land. All provisions of this Agreement, including the benefits and burdens, shall run with the land and shall inure for the benefit of the benefitted tract and burden the burdened tract and shall be for the benefit of and binding upon all parties having or acquiring any right, title or interest in or to any portion of, or interest or estate in Outlot A or the Target Tract 6. Remedies. Target and HRA shall each hese the right to prosecute any proceedings at law or in equity against any owner and/or occupant and/or any other person violating or attempting to violate any of the provisions of this Agreement and to recover damages for any such violation. Such proceeding shall include the right to restrain by Injunction any violation or threatened violation by another of any of the terms, covenants, or conditions of this Agreement, or to obtain a decree to compel performance of any such terms, covenants, or condidont, it being agreed that the remedy at law for a breach of any such term, covenant, or condition is not adequate. All of the remedies permitted or available under this Agreement or at law or in equity shall be cumulative and not alternative, and invocation of any such right or remedy shall not constitute a waiver or election of remedies with respect to any other permitted or available right or remedy. No breach of this Agreement shall entitle Target or HILA to cancel, rescind, of otherwise terminate the easement grant or no -build agreement herein made; provided, however, the fo•egoing limitation shall not affect any other right or remedy a party may have with respect to a breach, including the right to restrain by injunction any violation or threatened violation of any of the terms of this Agreement, or to compel performance of any such terms. 7. Notices Any notice, request, demand, instruction or other document or communication to be given or served bereuader or under any document or instrument executed pursuant hereto shall be in writing and shall be either (a) delivered personally; (b) sent by Federal Express (or otirer nationally recognized courier service) for overnight delivery or (c) sent by United States registered or certified mail, return receipt requested, postage prepaid and addressed to the parties, at their respective addresses set forth below, and the same shall be effective (I) upon receipt, If delivered personally, (ti) one business day after delivery to Federal Express (or such other nationally recognized courier service), if scat by Federal Express (or by such other nationally recognized courier service) for overnight delivery or (iii) two business days after deposit in the mails, if mailed by registered •3• or certified mail. A party may change its address for receipt of notice by service of a notice of such change in accordance herewith. If to HRA: Housing and Redevelopment Authority in and for the City of Chanhassen 690 Coulter Drive Chanhassen. MN 55317 If to Target: Dayton Hudson Corporation Target Stores -Real Estate A= Property Administration 33 S. Sixth Street Minneapolis, MN 55402 Each party shall be responsible for notifying the other party of any change of address. Notices shall be deemed given when delivered or when delivery is refused. 8. Waiver. No waiver by either party of any violation of this Agreement shall be effective or binding on such party unless trade in writing by such party and no such waiver shall be implied from any omission by such party to take action in respect to such default. No express written waiver of any violation shall affect any other violation or cover any other period of time other than any violation and/or period of time specified in such express waiver. One or more written waivers of any violation under any provision of this Agreement shall not be deemed to be a waiver of any subsequent violation in the performance or the same provision or any other term or provision contained in this Agreement. 9. Counterparts. 'l his Agreement may be executed in counterparts, each of which shall be deemed an original. -4. STATE OF hUNNESarA ) ) ss. COUNTY OF CARVER ) The forego instntment was acknowledged before me this day of November, 1992, by - and by respectively, the ..r of the Housing and Redev lopment Authority in and for the Ury of Clanhassen, a public body, eorporate and politici under the laws of the State of Nnnesota, on its behalf. Notay Pu RO�A% PUFAI+NESOrA t STATS OF MINDlESOTA COUNTY OF HENNEPIN The foregoing instrument was acknowledged before me this day of November, 1992, by and the andrespectively of Dayton Hudson Corporation, a Minnesota corporation under the laws of Manesota, on behalf of the corporation. Mis instrument was drafted Catharine Boschee, Esquire Target Stores 33 South Sixth Street Minneapolis, MN 55402 Notary Pub -c -6- EXHIBIT B That part of OLAIot A, CHANHASSEN RETAIL ADDITION, according to the recorded plat thereof and situate in Carver County, Minnesota, which lies northerly and northeasterly of the following described line; Commencing at the most westerly corner of said Outlot A; thence South 87 degrees 55 minutes 03 seconds East, assumed bearing along the north line of said Outlot A, a distance of 70.86 feet to the point of beginning of the line to be described; thence southeasterly a distance of 72.79 feet along a non-tangential curve concave to the northeast having a central angle of 69 degrees 30 minutes 46 seconds, a radius of 60.00 feet and a chord bearing of South 53 degrees 09 minutes 40 seconds East; thence South 87 degrees 55 minutes 03 seconds East a distance of 255.00 feet and there terminating. M, i► WYA�CoaslNgliuuednipan�� o �. Nc;p ,�}nFApoJs� Sked)lc PURCHASE AND SAGS AGREEMENT THIS AGREEMENT, made this " day of November, 1992, by and between the City of Chanhassen, a Minnesota municipal corporation (the acirP and Dayton Hudson corporation, a Minnesota Corporation ('DHC), V7 -,5. . WHEREAS, DHC and the Housing and Redevelopment Authority in and for the city of Chanhassen (the 'HRA") have entered into that certain Contract for Private Redevelopment of even date herewith (the 'Redevelopment Contract) which provides for the sale of Lot 1, Block 1, Chanhassen Retail Addition, Carver County, Minnesota (the 'arget Tract") to DHC; and WHEREAS, DHC intends to construct a Target store and related facilities on the Target Tract; and WHEREAS, by Resolution No. 92-117, the City has authorized condemnation proceeding to reroute a portion of West 78th Street as shown on Exhibit A attached hereto; and WHEREAS, the city intends to acquire part of Block 2, West Village Heights 2nd Addition and all of Outlot A, West Village Heights 2nd Addition, all in Carver County, Minnesota, for the purpose of rerouting West 78th Street; and WHEREAS, the City intends to vacate a portion of the existing right-of-way after West 78th Street has been rerouted; and WHEREAS, DHC wishes to acquire the portion of the existing tight-oGway which is shown on Fxbibi, A and legally described on Exhibit B attached hereto (the "James Parcel`) and DHCs obligation to purchase the Target Tract is contingent upon DHC securing the tight to do so; and WHEREAS, the City is willing to convey the James Parcel to DHC on the terms and conditiomset forth and recited herein and In the Redevelopment Contract herein in order to induce DHC to purcl.-v the Target Tract; NOW THEREFORE, in consideration of Ten Dollars ($10.00) paid to the city by DHC and other good and valuable consideration, the receipt and sufficiency of which the parties hereby acknowledge, city agrees to sell to DHC and DHC agrees to purchase from the city tha James Parcel, together with and including all hereditaments and appurtenances thereunto appertaining, subject to and upon the following terms and conditions: 1. A rebase Price. The purchase price of the James Parcel shall be the lesser of One Thousand Five Hundred Dollars, ($1,500.00) or One Dollar ($1.00) per square foot. The City's knowledge and belle$ there are no Hazardous Substances (as that term is defined in the Redevelopment Agreement) on, in or under the James Para 1. 9. Default by the CYty If the City refuses to perform any of its obligations as set forth hereln, DHC may, at Its option, elect one of the following remedies; A. To terminate this Agreement, in which event neither party shall have any further rights or obligations hereunder, or B. To enforce specific performance of the City's obligations hereunder, including specifically the conveyance of the Property in the condition required hereby. 10. Brokers. The City warrants to DHC that in connection with this transaction the City has not taken any action which would result in any real estate brokeea fee, finder's fee, or other fee being due or payable to any parry. DHC warrants to the City that in connection with this transaction DHC has not taken any action which would result in any real estate broker's fee, finder's fee, or other fee being due or payable to any party. 11. VQfim Ali notices, demands and requests (collectively the "notice') required or permitted to be given under this Agreement must be in writing and shall be deemed to have been given &% of the date such notice is (i) delivered to the party intended, (ii) delivered to the then current address of the party Intended, or (III) rejected at the then current address of the party intended, provided such notice was sent prepaid. The initial addresses of the Parties shall be: Tie City: City of Chanhassen 690 Coulter Drive Chanhassen, Minnesota 55317 To DHC Dayton Hudson Corporation Target Sures - Real Estate Attn: Property Administration 33 S. Sixth Street Minneapolis, Minnesota 55402 Upon at least ten (10) days prior written notice, each person shall have the right to change Its addrf,s t7 am, other address within the United States of America. 12. 221BU ;;1&F-ABLe R1 i. All previous negotiations and understandings behceen the City and DHC or thu$ respective agents and employees with respect to the transaction set forth herein are merged In this Agreement which alone fully and completely exprewes the parties' rights, duties and obligations. This Agreement Aall be binding upon and Inure to the benefit of the parties hereto and their respective, successors, assigns, heirs and personal representatives, it being understood and agreed that the warranties, .3. exact amount of square footage will be determined by Survey and the actual Purchase Price wid be determined after the Survey is completed and shall be payable at Closing by cashier's check or by wire transfer, at DHCs option. I . The city shall acquire fee title to the James Parcel, using its power of eminent domain, if necessary, no later than June 30, 1993. 3. Reroutigg of West 78th Street The City shall cause West 78th Street to be rerouted substantially as shown oil Bxhion A and open for traffic in its new location no later than June 30, 1993. 4. Vacation of West 78th Street The City shall vacate the portion of the existing right-of-way for West 78th Street that encumbers the James Parcel no later than June 30, 1993. 5. Mgt and Deed. The City has obtained a commitment (the "Commitment') from Title Insurance Company of Minnesota (the 'title Cempan''� a copy of wl --I Is attached as Exhibit C, covering the James Parcel. The City agrees to deliver to the Title Company on or before the Date of Closing a general warranty deed in recordable form conveying good and marketable title to the James Parcel. 6. (2ming. The purchase and sale contemplated herein shall be closed within thirty days of the date on which the City has acquired fee title to the James Parcel and has vacated the existing rigbt-of-way for West 78th Street encumbering the James Parcel (the "Date of ClosW). The City shall give DHC ten days written notice of the Date of Closing. On or before the Date of Closing, DHC shall deliver to the Title Company (1) the Purchase price; (ii) such additional funds as may be required of DHC to pay closing costs and other charges properly allocable to DHC; and (iii) any other documents reasonably required of DHC by the Title Company to consummate this tragsaction. On or before the Date of Closing, the City shall deliver to the Title Company (i) the Deed; and (il) any other documents reasonably required by the Title Company to clear title and consummate the transaction. After the Title Company has received all of the items to be deposited with it under this Agreement and when it is o� Position unto i wethathe t be recorded to e Policy, the Title Company shall record the deed and any title; charge each party for its share of the closing costs, paying the City s costs out of the sale proceeds; and disburse funds to the City. 7. L9osi— �ng.CM. The City shall pay the cost of recording any documents necessary to clear title to the James Parcel and the cost of any abstracting or search charges; DHC shall pay all other recording costs, the cost of obtaining s „ommitment and/or a title policy from the Title Company, and the clozhig fee, 8, NVarranties. The City represents arid warrants to DHC that the following statement is now, and will on the Date of Closing be, true and accurate: To the best of the i� w 1 t 7� a.� 1 11} �..r . ilr� (e. f� 7a �'y1j ! 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TC1 31.11e3'_ira P. pa '0 �t N WAK. i Kt:; . •— — .rw,.,nms.aya PROPOSED DESCRIPTION FOR RLK ASSOCIATES, LTD October 23, 1992 That part of Section 11, Township 116 North, Range 23 West of the 5th Principal Meridian, Carver County, Minnesota descrlbed as follows; Commencing at the southeast corner of Said Section 11; thence North 87 degrees 55 minutes 03 seconds West, assumed bearing along the south line of said Section 11, a distance of 682.23 feet to the point of beginning of land to be described; thence North 2 degrees 04 minutes 57 seconds East a distance of 20.00 feet; thence North 87 degrees 55 minutes 03 seconds West a distance of 104.25 feet; thence South 2 degrees 04 minutes 67 seconds West a distance of 20.00 feet to said south line of Section 11; thence South 87 degrees 55 minutes 03 seconds East, along sold South line of Section 11, a distance of 104.25 feet to said point of beginning. • ALTA C0(0)9 i TMFNT - !98y Rg: ,. SCHEDULE A APPLiCAT:ON NO. C 660376 C 1. EFFECTIVE CATE4 September 3. 1993 AT 7,00 A.M. 2, POLICY TO BE ISSUEDI' ALTA' OWNERS POLICY 1987 REV, 4-6-199.2 $To Corse PROPISED INSURED, Ryan Construction Company of Minnesota and/or Dayton Hudson Corporation 3. THE ESTATE OR INTEREST IN THE LAND DESCRIBED OR REFER"260' TO IN TH15 COMMITMENT AND COVERED HEREIN IS A FEE SIMZL.E AND TITLE THERETO IS AT THE EFFECTIVE DATE HEREOF VESTED INP Richard S. Grose (wife, Kathryn R. Br•ose), Alice M. English (husband) Donald English), Bernice E. Avala (husband, Roland Ayala) and Harold D. Brose (wife: Barbara L. Br•ose), as to that part of premises embraced within Outlot A, West Village Heights and the County of Carver, as to the balance of premises. 4. THE LAND REFERRED TO IN THIS COMMITMENT 19 DESCRIBED AS FOLLOWSr Lot 1, Block 2 and Outlr.-t A. West Village Heights 2nd Addition, according to the recorded plat thereof, and situate In Carver County, Minnesota. Abstract Property. SCHEDULE H IN ADDITION TO THE S. )D EXCEPTIONS, CONDITIONS AND STIPULATIONS ATTACHED :TO, AND THE CONDITIONS, STIPULAT_ONS AND EXCLUSIONS FROM COVERAGE IN THE COMPANY'S USUAL FORM OF POLICY, THE LAND REFERRED TO IS, AS OF THE EFFECTIVE DwTE HEREOF, SUB.IEC) TO THE FOLLOWING, 1. Special assuvements ordered from Chanhassen. Information will follow by endorsement. 2. Taxes for the year 1991, in the amount of 94,181.20, delinquent, plus penalty and interest. Taxes for the year 19:2 in the amr:unt of 19,31'2.02 are half MINNESh' TITLE /i` Commitment To insure Atm CPoaa;torerd_ Isro ries. h vNa4lab a loniaerali�ONWANY OF MINNESOTA. a Mirnesota corwtatia,. Iv1ren called the Shcedule A, in low of � lop,, r kei to ir Mm as Policy or pwiciet of title irw,,e, as identC r�F� la a interest covered herelq, in this laid f uibW earned n SchedNe A. as vMw,r a mor:gagcq d the estate a MINNESOTA charges Iherela: all sub ,o dY dra pts N refetted b N Srdedule q- won paymam al the fvarataos and TITLE /,�� e epf fa eAAes A aM O eM !o the Cadile5 and Swdatbns This or PoiioesY half nv be e� n Inswhl the itl¢ntiN a dC Proposed bswed aM the anon( of the PI the a Palicieo Wmni ed been vtsened M Soi10* A hmed Oi ore rsa9an9e of tlra Caraa'Imad m by subseg�! ada3enraR_ by If- ConVa^v. edla at the time This COMMA nod,<pr�.p , b IN imanre of such poky or Poples of I* vrsunn4 ono as fc(hity and obl' ati iveurdp shau cease and terminate six morxlis after the eftective dab!rcyeo! a wha, ds, Policy a haloes cot Polices is not tho,e fartt +( at ftde I d tot tl issue, C9nparry. svhi[ingg '"t PRUrS, Pravrded that the tadute to hPw such puhq or CONDITIONS ANO ST"kViONS I. The teen os,,d 9e-. wlsn bac . shell -dude deed a oust. Irusi deed a arhtr securty ilatnntgn. a other mage off t. II ere ta9posed Ir Swed has a aWuaes actual pruMt!dge of any defecE lie -r. spiny de estate a ,toes( a ntorgage thereon casered this e2vnt6rar¢e, adverse clam 'o the Canpary nhg, Irye Cammiunenl eller than those shave in Schedule O hereof. ar,d >W fad haaoh b ttrelodistime�tmt hl eecmh�parry Is prery� yltraiyIIe of ry SW be Blies frau IraWty for any l= a damage resulting hum any, an of re iarpe paa*+'ledge to ore Canpany or it the Carrterty odarw:w MMsed b m r1eN.aw stab VONedge. d tfe Prolpsed kxwW slats CarIDaM at vs option ney amand Sdred* got this Carantior., alxa�yrtoc. �� such defectIra(. arcondaoce, disc a ssrrh rropredttirnwht IP paragraph 3cf these Caafitiprs and SloWdbpm_ dmenasnmt shag rd relieve the Corpany from iabipan Or ry ocher r . Parties vdrsded render the deh,lon of footed n the d the Carrpary �`j this tfar rohe t slag be onfy to the named aaPosad Lowed and s ch udertapug in good faith at to roow!Y with dte n the 10- Of hereof a W to epmrnate er oho' a aoual Ins vyinted m relish" here, in IX cereal err nrIXtgage IIIB'a, tppli,, sftavn -r eamtrtled la and such Iiabili osovered by this rmraunerl In rq eNml shwa sort( gadhN exceed the B. a (d b aWuxe a create Me estate Petry a PaitieS c,vmred � n lsWr.�ct d the rr(sur•ng pr -L In no and de Cortin,( and mU meed the no Begat stated n Sdtedyle AIN Ilz Puipl a Pop[ces waj eM"Ssfl'mo6Fed h&W :xoeasem Irrshxed whzh are hereby i+aarporalal by refuaRe ares ,clue oris Oona pante rr,of WS C a of It nl or, I as exc :Ivspany,svg,t a the status of de ode a tiv estate a imp a ss the 0t5 of Lha tict the Proposed 6wuer1 may haw a ra; day ago ,st it and are 9b.e a b the atmats o! this Crammilmahl. ffwgage there, covered by thr, C—Iffierd most be based on STANDARD EXCEPTIONS referred t0. thisIn addition 10 da mane" c,taered' the Co: d Uor s and So"b"s; and Enclrnprts Irl-- Cortum,,,nl is also subject to the tullovirg: Cas'aage abor9 8 Rgh aM Clam of Parties sties in d M a Carprefer(srw survey Of de Wearisas herein destx3ed. parties n PPSSestion, C. Medar:cs'• C,tractp(s• a Matetabreni frees and lien clam. d arty, where no notice ftW appears Of tacwd. O Mwnm of the TITTLE s(rbseguan b the offetsw date of tMs Ca,-imaht ad prier to doe dale of IEr9hnl9 affixed fry ifs ddv auoturrmd afKers, do INESS WHEREOF- Title h(suarroe sgnahxy. date shoot in Sdedrpe A. to be vakd wtcer+ataamte 91d las caused its rmryaete name and seal to ho sighed by a validalug officer Or Oft ausrraced JUDY REGI, r.V `N^Nt•r.h,,i TITLE INSURANCE COMPANY OF MINNESOTA A Avk fwp W n a...ad r . C 660376 C Pagel 2 r Paid, half u:.pal.o, (base tax amount 07,067.90) (Tax No. 23-6790050.) Taxes for, the year 1991, in the amount of $28,00, delinquent, plus penalty and inter•sst, Taxes for the year 1992 in the :.mount of $64,00 are half paid, half unpaid. (Base tax amount $64,00) (Tax No. 25-6799060.) NOTE Carver County tax record■ indicate pr•cperty is non-horoAstead for' taxes Payable in the year. 1992, . 3. Terms and conditions of that certain Contract for Deed by and between Richard S. B.vpse, Perwonal Representative of the Estate of John P. Brose, Deceased, as vendor, and T.F, James Company, an Iowa Corporation, as vendee, dated May i, 1986, filed October 3, 1989, as Documont No. 108837. 4, Terms, conditions and provisions of that certain Development Contract dated June 21, 1988, filed Pt -r 169 1989, as Document No. 105239 by and between T.F. Janet Company and the City of Chanhassen. 5. Utility and drainage easement(g) as shor: c. the recorded plat Of West Village Heights 2nd Add''. ion. 6. Terms and conditions of Site Plan Review Case No. a7-7 by the City Council of the City of Chanhassen filed November 25. 1987, as Document No. 92041. 7. No right of access exists from premises to Trunk Highway No, 5 now known as County State Aid Highway No. 16. Right of access was acquired by the State of Minnesota as evidenced in Book L Of Miscellaneous, page 466 eycept that part conveyed to the County of Ramsey by Deed Document No, 21067 being Book 115 of Deeds, page 264. 8, All minerals end mineral rights were nest 'ved by the County of Carver, in an instrument filed as Document No. 78566. 9. That part of West 78th Stt•eet as dedicated in the plat of Wsst Village Heights, but not vacated by Resolution Document No. 94772 appears to remain a dedicated street as evidenced by available maps and plats. Title to said street is in the name OF the County of Carver• as evidenced by Document Nos. 78584 and 7656 10. Lack of Joinder• in the plats of West Villa -le Heights and West Village Heights 2nd Addition by the County of Carver as owner MINNf SOT TITLE /,�� L:1 -' � -I q4 , f QL