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CAS-26_LAKESIDE SIXTH ADDITIONLAKESIDE KNOW ALL PERSONS BY THESE PRESENTS: That Shamrock Development Inc., a Minnesota corporation, owner of the following described property situated in the County of Carver, State of Minnesota, to wit: Outlot E, LAKESIDE and Outlot C, LAKESIDE THIRD ADDITION according to the recorded plat thereof, Carver County, Minnesota Has caused the same to be surveyed and platted as LAKESIDE SIXTH ADDITION and does hereby donate and dedicate to the public for public use the drainage and utility easements as created by this plat. IN WITNESS WHEREOF said Shamrock Development Inc., a Minnesota corporation, has caused these presents to be signed by its proper officer this _day of 21 Shamrock Development, Inc. its STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this day of , 201 , by of Shamrock Development Inc., a Minnesota corporation, on behalf of said corporation. its Notary Public, County, Minnesota My Commission Expires SURVEYOR'S CERTIFICATE SIXTH ADDITION CHANHASSEN, MINNESOTA This plat of LAKESIDE SIXTH ADDITION was approved and accepted by the City Council of the City of Chanhassen, Minnesota at a regular meeting thereof held this . day of 201.and is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subdivision 2. CITY COUNCIL OF THE CITY OF CHANHASSEN, MINNESOTA By: Mayor By: COUNTY SURVEYOR, Carver County, Minnesota Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this COUNTY AUDITOR/TREASURER, Carver County, Minnesota Clerk day of B v: John E. Freemyer Carver County Surveyor 201 I hereby certify that taxes payable in and prior years have been paid for land described on this plat. Dated this day of 1 201 I Peter J. Hawkinson do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on the plat; that all monuments depicted on the plat have been or will be correctly set within one year as indicated on the plat; that all water boundaries and wet lands as defined in MS 505.01, Subd. 3, existing as of the date of this certification are shown and labeled on the plat; and that all public ways are shown and labeled on the plat. COUNTY RECORDER, Carver County, Minnesota Peter J. Hawkinson, Licensed Land Surveyor Minnesota License No. 42299 STATE OF MINNESOTA COUNTY OF The foregoing Surveyor's Certificate by Peter J. Hawkinson, Minnesota License No. 42299, was acknowledged before me this day of 201 Notary Public, My Commission Expires County, Minnesota I hereby certify that this plat of LAKESIDE SIXTH ADDITION was filed this at o'clock .M. as Document No. Laurie Engelen, County Auditor/Treasurer day of 201, Mark Lundgren, County Recorder IN CITU OF RECEIVED SSEN FEB '1 7 2012 CHANHASSEN PLANNING DEPT SCANNED PI$NEERengineering CPA END � �usUR�� LANDS��CE SHEET 1 OF 2 SHEETS S00°20'00"E 3 M e rn OD z Low 4700 LAKESIDE �J rJ \ 4>.Op .S1S�50'15"W 42, 00 \ ` o 1 105- 0 .7$f 42.00 N00°33'24"E 47.00 42.00 1 of 1 M 2 2 M 3 Co <� 0 o e I A F- 00 105- 0 .7$f 42.00 N00°33'24"E 47.00 42.00 1 of 1 M 2 3 M 3 Co <� 0 o e I M 0 rn m z x 47.00 �J \�" N00033'24"E 'J 0 OUTLOT A DRAINAGE & UTILITY EASEMENT OVER ALL OF OUTLOT A 42.00 W LINE OF OUTLOT E, LAKESIDE 221.75 136 00 SIXTH ADDITION 4zoo S00021'21 "W 47.00 42.00 0 2 3 0 0 0 Co �JCo 00 3 W x l � 00 omN 136 >.00 wrmoj J J 62 76 R6 7o00 =2 *10 j ., 136.00 47.00 Kj 2 178.00 42.00 00 M 3 M 00 Co OD 0 o e I A F- 00 0 m N N N OUTLOT B 1 47.00 42.00 DRAINAGE & UTILITY ��fJJJ C 500°2'.'21"W EASEMENT OVER ALL OF OUTLOT 8 �1=12043'27" R=630.00 139.91 Ar - 11 3 3 A F- L_ or\ f\ L_ m m z z W M 47.00 � N 136.00 Q� N00003'30"E 42.00 178.00 J 47.00 135.79 I I A r- �p L_ In IN 0 F- N I F1 1 v V W A F-\ r1 I T /1 N I M r\ V V I U I v N 0 O) 00 z L MEW 20 10 0 20 ( IN FEET ) 1 inch = 20 feet 0 DENOTES 1/2 INCH BY 14 INCH IRON MONUMENT SET AND MARKED WITH LICENSE NUMBER 42299 • DENOTES FOUND IRON MONUMENT. FOR THE PURPOSES OF THIS PLAT, THE WEST LINE OF OUTLOT E, LAKESIDE, IS ASSUMED TO HAVE A BEARING OF SOUTH 00020'00" EAST. ALL MONUMENTS REQUIRED BY MINNESOTA STATUTE, WHETHER SHOWN ON THIS PLAT OR NOT, WILL BE SET WITHIN ONE YEAR OF THE RECORDING DATE OF THIS PLAT, AND SHALL BE EVIDENCED BY A 1/2 INCH BY 14 INCH IRON PIPE MARKED BY RLS 42299. SCAiIPfED PICNEERengineering CIVILENGINEERS LANDPLANNERS LANDSURVEYORS LANDSCAPE ARCDTTECTS SHEET 2 OF 2 SHEETS LAKESIDE SIXTH ADDITION +0form 3 1 2 3 4 4042sf 3612sf 3612sf 0.0928ac 0.0829cc 0.0829ac sf 04 092 T Q +0form 20 10 0 20 AREA SUMMARY TOTAL LOT AREA =0.8884 AC TOTAL OUTLOT AREA =0.6234 AC TOTAL AREA =1.5118 AC 20 10 0 20 moo= otvo �m :x- O[�1 ti ,moo° •UT A / 1 • • z INSTALL SILT FENCE (TYP.) TYPE 1 / o REMOVE EXISTING SANITARY SEWER MANHOLES AND PIPE N -I ( • V O O I � O • O O x 1 .. PUTLOT N, 1 � 900 O I 900 x/ BULKHEAD EXISTING MANHOLE r;3 a, 03. % PO I w 01. ABANDON INPLACE SANITARY , /jW 1 SEWER PIPE M ►f sI W 1� m 1 r I�_ 3. % g r In 1 �i I I o %/ /0 LLJ to Im �t9 / : i r ^ J -� J 200 aD • VC4 •� • v W N o /- • I m Y Q ' / // =•.• ' ^ i `I I�QJ N0 I WmN rnm �uo0i m 1O C1 BW 891. rn ON 9 1.7 4INSTALL WOOD W s.Yz pFIBER BLANKET � M OD N co TW .0m n 0 M BW 889.5= � I 9. % of FF I O� � V � Yn N 1 0 OD m 1 • m x W 89 . O Z , _mr t _3 1 v 0 m 0 0 / \01 BW 892.0 I BW 897.0 BW 897.0 OD I '. / O (D + rn m / Ch LLI NII I � W' % � o • I I p w M / 1O 15. to I vj 5% �/ BW 897. p / m A I Cp I 1 �_ ♦ I a 000 m a -1CD ao r 0 Go 9 I^ ao .2% OD 0 N 00 �I I 01 M O 2 pl I p� t1O COIO m 5.1% J REMOVE EXISTING STORM SEWER 1 N } STRUCTURE AND PIPE., 'I-II 4MI0 M I I � I ml 7% m N 1 .�J OD N901.6 V BW 893.8 BULKHEAD EXISTING CATCH BASIN / / ° m m TW 888, / / / ✓ / , II ]� i, B i 887.0 - BW 89 4.0 c� r N CO I N to B 9 �j N /( BW 885.5 rn � 0 7%.4p ro tri 1 S'o O W V 0 N BW 888.0 rn J v 'm '9 --- TW 94. - to ( 04 B 893.0 894.0 a? \ \ V 1 O O ^ 1 1 BW 893.0 \ I m M % Ch � ONi M \ r W 89 .2 22 ui toI d r� N13 - 15. REVISE GRADING �1 1 8. REVISE GRADING OF ALL CHARLES CUDD BUILDINGS AREAS AND REAR YARDS. 14. REVISED BACK ARD WALE WITHIN LA E ILEY DRIVE LOOP. SEE SHEET 3 ^ 7. REVISED RETAINING WALLS AND GRADING ALONG EAST PROPERTY LINE. 13. REVISED SPOT ELEVATIONS AT REAR OF CHARLES CUDD BUILDINGS ALONG EAST PROPERTY LINE, I 6.2ND ADDTION LOT NUMBERS. 12. NEW STREAM & TRAIL LOCATION AND GRADING, 5. SPOT ELEVATION AT REAR BETWEEN LOTS 3 & 4. BLK.2. 4. LAKE RILEY PI8NEERengineering K 2 AND 147-149. 1,p OIy REV WDPPE BEHINDPROFILE MN TS 119-132. I5+50; LOTS 101-149,&1-11 BLK.2 ELEVATIONS AND GRADING. 11. NEW 19. REVISED GRAIL &WINTER LEV'SO FEATURE ALL CHARLES CON AND GURDDBUILDIDALE BUILDINGS AND GRADING FOR LOTS 8-11, NGS AREAS CANHARLREAR YARDS. DINGS. CIVR.INGMTRS LANDPLANNFRS LANDWRVEYOR.S LANDSCAPEARCHPIPLIS I hereby certify that this plan was prepared by Revisions Date ]0/2!116 1- 10/19/06 5. 12/21 9. 5/17A7 13. 10118/07 2422 Enterprise Drive 201 85th Avenue N.W. me or under my direct supervision and that I Name Mendota Ileights, MN 55120 Coon Rapids Office Coon Rapids, MN 55433 am a dul Licensed Professional En neer Paul 1. Cheme 2. 10/24016 6. 1/3 l0. 6/190)7 14.6/16018 Desi PJC (651)681-1914 Fax:681-9488 (763) 783-1880 Fax:783-1883 y g Re No. 19860 pate 1012/06 3-11/2/06 /0 7. 1/22107 11.8/20/07 I5. 2/16/12 under the laws of the State of Minnewta. B• 4- 1 1!10016 8.315/07 12.10/3/07 Drawn SAC Vf­971 4 LOWEST FLOOR cb SEE SHEET 5 ELEVATION (962.5) 55% LOOKOUT p I I W sax 7 V) c? I 971.0 --� W o f rA M O M !N' *WO E 1.0 7;8X � � 2 wl 4r WI N I / ml O DRIVEWAY WALKOUT ro RE d� I S..5 ` GRADE i TW 90 .4 l I to M M rn N � �i m O � X CO 3 � I O c~J- + 0opp�f cV co00 0 00 m o TW 904, l 96.0 BW 0 .0 , 0 BW 900.0 l6 � REMOVE EXISTING SANITARY SEWER MANHOLES AND PIPE N -I ( • V O O I � O • O O x 1 .. PUTLOT N, 1 � 900 O I 900 x/ BULKHEAD EXISTING MANHOLE r;3 a, 03. % PO I w 01. ABANDON INPLACE SANITARY , /jW 1 SEWER PIPE M ►f sI W 1� m 1 r I�_ 3. % g r In 1 �i I I o %/ /0 LLJ to Im �t9 / : i r ^ J -� J 200 aD • VC4 •� • v W N o /- • I m Y Q ' / // =•.• ' ^ i `I I�QJ N0 I WmN rnm �uo0i m 1O C1 BW 891. rn ON 9 1.7 4INSTALL WOOD W s.Yz pFIBER BLANKET � M OD N co TW .0m n 0 M BW 889.5= � I 9. % of FF I O� � V � Yn N 1 0 OD m 1 • m x W 89 . O Z , _mr t _3 1 v 0 m 0 0 / \01 BW 892.0 I BW 897.0 BW 897.0 OD I '. / O (D + rn m / Ch LLI NII I � W' % � o • I I p w M / 1O 15. to I vj 5% �/ BW 897. p / m A I Cp I 1 �_ ♦ I a 000 m a -1CD ao r 0 Go 9 I^ ao .2% OD 0 N 00 �I I 01 M O 2 pl I p� t1O COIO m 5.1% J REMOVE EXISTING STORM SEWER 1 N } STRUCTURE AND PIPE., 'I-II 4MI0 M I I � I ml 7% m N 1 .�J OD N901.6 V BW 893.8 BULKHEAD EXISTING CATCH BASIN / / ° m m TW 888, / / / ✓ / , II ]� i, B i 887.0 - BW 89 4.0 c� r N CO I N to B 9 �j N /( BW 885.5 rn � 0 7%.4p ro tri 1 S'o O W V 0 N BW 888.0 rn J v 'm '9 --- TW 94. - to ( 04 B 893.0 894.0 a? \ \ V 1 O O ^ 1 1 BW 893.0 \ I m M % Ch � ONi M \ r W 89 .2 22 ui toI d r� N13 - 15. REVISE GRADING �1 1 8. REVISE GRADING OF ALL CHARLES CUDD BUILDINGS AREAS AND REAR YARDS. 14. REVISED BACK ARD WALE WITHIN LA E ILEY DRIVE LOOP. SEE SHEET 3 ^ 7. REVISED RETAINING WALLS AND GRADING ALONG EAST PROPERTY LINE. 13. REVISED SPOT ELEVATIONS AT REAR OF CHARLES CUDD BUILDINGS ALONG EAST PROPERTY LINE, I 6.2ND ADDTION LOT NUMBERS. 12. NEW STREAM & TRAIL LOCATION AND GRADING, 5. SPOT ELEVATION AT REAR BETWEEN LOTS 3 & 4. BLK.2. 4. LAKE RILEY PI8NEERengineering K 2 AND 147-149. 1,p OIy REV WDPPE BEHINDPROFILE MN TS 119-132. I5+50; LOTS 101-149,&1-11 BLK.2 ELEVATIONS AND GRADING. 11. NEW 19. REVISED GRAIL &WINTER LEV'SO FEATURE ALL CHARLES CON AND GURDDBUILDIDALE BUILDINGS AND GRADING FOR LOTS 8-11, NGS AREAS CANHARLREAR YARDS. DINGS. CIVR.INGMTRS LANDPLANNFRS LANDWRVEYOR.S LANDSCAPEARCHPIPLIS I hereby certify that this plan was prepared by Revisions Date ]0/2!116 1- 10/19/06 5. 12/21 9. 5/17A7 13. 10118/07 2422 Enterprise Drive 201 85th Avenue N.W. me or under my direct supervision and that I Name Mendota Ileights, MN 55120 Coon Rapids Office Coon Rapids, MN 55433 am a dul Licensed Professional En neer Paul 1. Cheme 2. 10/24016 6. 1/3 l0. 6/190)7 14.6/16018 Desi PJC (651)681-1914 Fax:681-9488 (763) 783-1880 Fax:783-1883 y g Re No. 19860 pate 1012/06 3-11/2/06 /0 7. 1/22107 11.8/20/07 I5. 2/16/12 under the laws of the State of Minnewta. B• 4- 1 1!10016 8.315/07 12.10/3/07 Drawn SAC Vf­971 4 LOWEST FLOOR cb SEE SHEET 5 ELEVATION (962.5) 55% LOOKOUT p I HOUSE TYPES W WO V) c? I 971.0 --� n c o f rA M O M !N' *WO E 1.0 0) + / S 4r RAMBLER N I / ml IU' ` I m DRIVEWAY WALKOUT RE d� I S..5 ` GRADE i TW 90 .4 l r 90 B to M to N BW 903.4 c~J- + 00 m FZy INSTALL WOOD ` C l6 I D Y. L N f ti. co "1 3 1 I� I P1TQ f l 2 I n' i FIBER BLANKET REMOVE EXISTING SANITARY SEWER MANHOLES AND PIPE N -I ( • V O O I � O • O O x 1 .. PUTLOT N, 1 � 900 O I 900 x/ BULKHEAD EXISTING MANHOLE r;3 a, 03. % PO I w 01. ABANDON INPLACE SANITARY , /jW 1 SEWER PIPE M ►f sI W 1� m 1 r I�_ 3. % g r In 1 �i I I o %/ /0 LLJ to Im �t9 / : i r ^ J -� J 200 aD • VC4 •� • v W N o /- • I m Y Q ' / // =•.• ' ^ i `I I�QJ N0 I WmN rnm �uo0i m 1O C1 BW 891. rn ON 9 1.7 4INSTALL WOOD W s.Yz pFIBER BLANKET � M OD N co TW .0m n 0 M BW 889.5= � I 9. % of FF I O� � V � Yn N 1 0 OD m 1 • m x W 89 . O Z , _mr t _3 1 v 0 m 0 0 / \01 BW 892.0 I BW 897.0 BW 897.0 OD I '. / O (D + rn m / Ch LLI NII I � W' % � o • I I p w M / 1O 15. to I vj 5% �/ BW 897. p / m A I Cp I 1 �_ ♦ I a 000 m a -1CD ao r 0 Go 9 I^ ao .2% OD 0 N 00 �I I 01 M O 2 pl I p� t1O COIO m 5.1% J REMOVE EXISTING STORM SEWER 1 N } STRUCTURE AND PIPE., 'I-II 4MI0 M I I � I ml 7% m N 1 .�J OD N901.6 V BW 893.8 BULKHEAD EXISTING CATCH BASIN / / ° m m TW 888, / / / ✓ / , II ]� i, B i 887.0 - BW 89 4.0 c� r N CO I N to B 9 �j N /( BW 885.5 rn � 0 7%.4p ro tri 1 S'o O W V 0 N BW 888.0 rn J v 'm '9 --- TW 94. - to ( 04 B 893.0 894.0 a? \ \ V 1 O O ^ 1 1 BW 893.0 \ I m M % Ch � ONi M \ r W 89 .2 22 ui toI d r� N13 - 15. REVISE GRADING �1 1 8. REVISE GRADING OF ALL CHARLES CUDD BUILDINGS AREAS AND REAR YARDS. 14. REVISED BACK ARD WALE WITHIN LA E ILEY DRIVE LOOP. SEE SHEET 3 ^ 7. REVISED RETAINING WALLS AND GRADING ALONG EAST PROPERTY LINE. 13. REVISED SPOT ELEVATIONS AT REAR OF CHARLES CUDD BUILDINGS ALONG EAST PROPERTY LINE, I 6.2ND ADDTION LOT NUMBERS. 12. NEW STREAM & TRAIL LOCATION AND GRADING, 5. SPOT ELEVATION AT REAR BETWEEN LOTS 3 & 4. BLK.2. 4. LAKE RILEY PI8NEERengineering K 2 AND 147-149. 1,p OIy REV WDPPE BEHINDPROFILE MN TS 119-132. I5+50; LOTS 101-149,&1-11 BLK.2 ELEVATIONS AND GRADING. 11. NEW 19. REVISED GRAIL &WINTER LEV'SO FEATURE ALL CHARLES CON AND GURDDBUILDIDALE BUILDINGS AND GRADING FOR LOTS 8-11, NGS AREAS CANHARLREAR YARDS. DINGS. CIVR.INGMTRS LANDPLANNFRS LANDWRVEYOR.S LANDSCAPEARCHPIPLIS I hereby certify that this plan was prepared by Revisions Date ]0/2!116 1- 10/19/06 5. 12/21 9. 5/17A7 13. 10118/07 2422 Enterprise Drive 201 85th Avenue N.W. me or under my direct supervision and that I Name Mendota Ileights, MN 55120 Coon Rapids Office Coon Rapids, MN 55433 am a dul Licensed Professional En neer Paul 1. Cheme 2. 10/24016 6. 1/3 l0. 6/190)7 14.6/16018 Desi PJC (651)681-1914 Fax:681-9488 (763) 783-1880 Fax:783-1883 y g Re No. 19860 pate 1012/06 3-11/2/06 /0 7. 1/22107 11.8/20/07 I5. 2/16/12 under the laws of the State of Minnewta. B• 4- 1 1!10016 8.315/07 12.10/3/07 Drawn SAC GROUND ELEVATION 0 BUILDING KEY Vf­971 4 LOWEST FLOOR cb ELEVATION (962.5) 55% LOOKOUT p I HOUSE TYPES W WO R -RAMBLER r I 971.0 --� n c o f rA M OO *WO -MODIFIED 0) o o RAMBLER N I ml IU' ` I m DRIVEWAY WALKOUT x'; a ` GRADE i TW 90 .4 l 5.2% M T N BW 903.4 c~J- + INSTALL WOOD ` ` I D Y. 5.6% - ti. 1 I� I P1TQ j p 2 I l i FIBER BLANKET I g o 0 p AX x O GROUND ELEVATION 0 BUILDING KEY Vf­971 4 LOWEST FLOOR 982.0 ELEVATION (962.5) 55% LOOKOUT p I HOUSE TYPES W WO R -RAMBLER GARAGE FLOOR I 971.0 --� n c o f rA M OO *WO -MODIFIED 0) o xM p RAMBLER N I ml IU' ` I m DRIVEWAY WALKOUT x'; a ` GRADE i I M T N r INSTALL WOOD ` ` I D Y. 5.6% - ti. 1 I� I P1TQ j p 2 I l i FIBER BLANKET g o 0 p x O I Ui O I O a.2X - , N :IT + 4.5X I r\ I 4M W 0 w o O n GROUND ELEVATION 0 BUILDING KEY Vf­971 4 LOWEST FLOOR 982.0 ELEVATION (962.5) LOOKOUT rn d 4.1 % HOUSE TYPES W WO R -RAMBLER TOP OF FOUNDATION- Vf­971 4 3 LO -RAMBLER ELEVATION -------- - LOOKOUT rn d 4.1 % CA I WO r- - I GARAGE FLOOR I 971.0 --� WALKOUT ELEVATION17 BW 909.0 *WO -MODIFIED 0) o xM p RAMBLER rB WOOD FIBER BLANKET ml IU' ` I m DRIVEWAY WALKOUT W ri ` GRADE i �1 3 L rn d 4.1 % CA r- - I -o 0)1M --� I I I BW 909.0 1[j 0) o xM p � rB WOOD FIBER BLANKET - IU' ` I m � xo W 4.0% I I a i I M INSTALL WOOD ` ` I D Y. 5.6% - 1 I� I P1TQ j p I l i FIBER BLANKET o 0 p x .6%° N Ln+ O L I A " 4.5% n L L- �1p j O O O Li 4.1% O° 4M 0 i - i INSTALL. SILT TI FENCE (TYP.) _ 2 Is TYPE 1 x p I t x of N a ;_j F MI m Ip 6 +. W r O ! C 1 O ^ O v , s M I ' 1 v 01 4 - XZ L Tx 1tn 0 O0 O 7, 0 1 ^ O iq 0 I 0a J 4.4% I x_�O J j�l-- CITY OF CHANHASSEti - " I RECEIVED I � I e { FEB 1 7 2012 I I �to '6o CHANHASSEN PLANNING DEPT 1 4;4% ar. N I n xm 4 ~ � --I 0 m�� - 1O 4.OX I _ I CO � 8�> � M�_� o T) 1 I4,07 s _ Olie I I _� LEGEND �1 2.6 r- - I I ^ 1[j 0) o xM p � rB WOOD FIBER BLANKET - IU' ` I m � xo W 4.0% I I a i 1 1 v 4 60R W PRINTED L8J I + 0 I `, I � � FEB 16 2012 o is so so 2.3 1Cd PIONEER F xa v �o ENGINEERING, P.A. I I 4.1 I o j ' GRAPHIC SCALE IN FEET xM p � rB WOOD FIBER BLANKET IU' ` I m � xo W 4.0% I I a I M I ` I 5.6% - 1 I� I P1TQ ,. O p 1 1 v 4 60R W PRINTED L8J I + 0 I `, I � � FEB 16 2012 o is so so 2.3 1Cd PIONEER F xa v �o ENGINEERING, P.A. I I 4.1 I o j ' GRAPHIC SCALE IN FEET / KEY LOWEST FLOOR 882.0 ELEVATION ' � � _ GROUND ELEVATION (96 2.5) O BUILDING HOUSE TYPES WPR -RAMBLER 92 ; TOP OF FOUNDATION 7=871.4 LO -RAMBLER ELEVATION ----� -- i LOOKOUT • WO -RAMBLER GARAGE FLOOR I WALKOUT • �971.0 ELEVATION *WO -MODIFIED RAMBLER to I DRIVEWAY WALKOUT • ,� GRADE woo - gr _ • x910 12 �� - • END SILT OO FENCE (TYP.)='�i,---�. • TYPE 2 I INSTALL WOOD cIF II i FIBER BLANKET /eX 1 OF Building ` - . C - N OUTLOT D -! 8" TEMPORARY } OUTLET STRUCTURE SEE DETAIL 0 •� F.F.w917.0 • 00// INSTALL WOOD ', FIBER BLANKET ,5+N ^o ! •- - - INSTALL SILT ra,e, _� (100 VI AP J TC 12.5 TC 13.6 F' °` x� FENCE (TYP.) ,•••� ��W � iC 11.5 I 1 T 4a \ X 01 oo J TYPE 2 INSTALL SILT �C +00 FENCE (TYP.) 'tLE�I- -) _ lc 0I o TYPE 1 BEGIN SILT / bo FENCE ., �� (TYP.) 0 FENC�E ETYP. ` � • ' kge � .. f�s,o2 < � \\ of Bw sas.o 3.9 i 4r 910 ;,\X)(00 �•••••••••• '/ / ,;��xoo , b�_---.._OUTLOT A TW 912. x BW 909.0 ti •s '? O� WATERFALL FEATURE ` r • O" h BY OTHERS x rs s� xo�0� 0 1 a J I LEGEND 1r I O G M /sof 0TO 1 6X Oo I m WOOD FIBER BLANKET • W nl W O I 6.8%- 0/l' x m n BW 909.0 _11I 1M A v • • M / a E I x g t � : ' 2 ril Oo / � /� 1.0 Q INSTALL WOOD �. / 1� FIBER BLANKET ; ao RE 05.0 / N STALL SILT 3 "I R 1 M L �NCE TYPE 1 P) I i � I N g � o m °° 8•?z �i 0TW 90ko -� 3 • - S �+ - - Nr m v M iOUTLOT Sao o $ 900 X J rx M O B 7.4 IF I -- I S SWALE AREA ON NORTH SIDE OF BLDG. C. 13. RFVIS. G AD G F.LFV'S. ALONG FAST PROPERTY LINE BEHIND AI.f. CHARI.FS CUDD BUILDINGS. SCANNED 4. LAKE RILEY DRIVE PROFILE FROM STA. 4+75 TO 15+50; LOTS 101-1.49, & 1-11 BLK.2 ELEVATIONS AND GRADING; NEW BLDG. TYPE FOR LOT 148. 9. REVISED RETAINING WALLS AND GRADING ALONG EAST PROPERTY LINE. 12. REVISED GRADING & ELEV'S. OF ALL CHARLES CLOD BUILDINGS AREAS AND REAR YARDS. C TO TH 212 R/W LINE. 11. ADDED WETLAND FILL TER FEATURE EAA.. LOCATION AND GRADING. REVIEW PE BEHIND UNITS 118-132. i. GRADING ON NORTH SIDE NUMBERS. NEW 2. PER AREA 1. PER OWNER. 6. GRADING NORTH OF TRAILS FOR PROPOSED WATERFALL FEATURE. 10. REVISE GRADING OF ALL CHARLES CURD BUILDINGS AREAS AND REAR YARDS. I LANDSURVEYORS LANDSCAPEARCIML-S 201 85th Avenue N.W. Coon Rapids Office Coon Rapids, MN 55433 (763) 783-1880 Fax:783-1883 I hereby certify that this plan was prepared by me or under my direct supery sion and that I me o duly Licensed Professional Engineer under the laws of the Slate Professional Minnesota. Name �Q�� Paul I. Cheme Reg. No. 19860 Date 10/2/06 8 Revisions 1.16119/06 5. ,1/16 CI6 9.1/220/7 2-10/24/06 6. 11270/6 10, 3/5/07 3. 11/20/6 7. 12/8/06 11. 4/2(1107 4. 11/10766 8.1/3/07 12.5/17/07 5.5% o g I -a t LAKESIDE CHANHASSEN, MINNESOTA G5 OF % Desi P1C CD `� W 5.OR I L_ i O10O L - C4 , 5.2X I O o n ^ C 0Pi 1;_ 1 b 4.87L `� o I 3 -J NI v x T a M _I N n T x x •t 0 0 15 30 60 n X 9 GRAPHIC SCALE IN FEET -- -C_I- N 4.5X I - 18. REVISE GRADING FOR LAKESIDE 6TH ADDITION. n' Cor -F 17. REVISED BACK YARD SWALE WITHIN LAKE RILEY DRIVE LOOP. O < O IN 91 0 1& REVISED SPOT ELEVATIONS AT REAR OF CHARLES CUDD O - BUILDINGS ALONG EAST PROPERTY LINE. `» rn t tC -vj is BW 909.0 15. NEW STREAM & TRAIL LOCATION AND GRADING. O O 4.1% v 14. NEW WOODALE BUILDINGS AND GRADING FOR LOTS 8-11, BLOCK 2 AND 147-149. • • PI 8NE ERengineering SEE SHEET 4 S SWALE AREA ON NORTH SIDE OF BLDG. C. 13. RFVIS. G AD G F.LFV'S. ALONG FAST PROPERTY LINE BEHIND AI.f. CHARI.FS CUDD BUILDINGS. SCANNED 4. LAKE RILEY DRIVE PROFILE FROM STA. 4+75 TO 15+50; LOTS 101-1.49, & 1-11 BLK.2 ELEVATIONS AND GRADING; NEW BLDG. TYPE FOR LOT 148. 9. REVISED RETAINING WALLS AND GRADING ALONG EAST PROPERTY LINE. 12. REVISED GRADING & ELEV'S. OF ALL CHARLES CLOD BUILDINGS AREAS AND REAR YARDS. C TO TH 212 R/W LINE. 11. ADDED WETLAND FILL TER FEATURE EAA.. LOCATION AND GRADING. REVIEW PE BEHIND UNITS 118-132. i. GRADING ON NORTH SIDE NUMBERS. NEW 2. PER AREA 1. PER OWNER. 6. GRADING NORTH OF TRAILS FOR PROPOSED WATERFALL FEATURE. 10. REVISE GRADING OF ALL CHARLES CURD BUILDINGS AREAS AND REAR YARDS. CWMENDtNEERS LANDPI"IERS 2422 Enterprise Drive Mendota Heights, MN 55120 (651)681-1914 Fax:681-9488 LANDSURVEYORS LANDSCAPEARCIML-S 201 85th Avenue N.W. Coon Rapids Office Coon Rapids, MN 55433 (763) 783-1880 Fax:783-1883 I hereby certify that this plan was prepared by me or under my direct supery sion and that I me o duly Licensed Professional Engineer under the laws of the Slate Professional Minnesota. Name �Q�� Paul I. Cheme Reg. No. 19860 Date 10/2/06 8 Revisions 1.16119/06 5. ,1/16 CI6 9.1/220/7 2-10/24/06 6. 11270/6 10, 3/5/07 3. 11/20/6 7. 12/8/06 11. 4/2(1107 4. 11/10766 8.1/3/07 12.5/17/07 13.6/1507 17.6n60/E 14.8/200/7 18.2/16/12 15. 10/18/0 16. 10/38767 Date 10/2/06 GRADING &EROSION SIENNA CORPORATION 4940 VIKING DRIVE, SUITE 608 CONTROL PLAN EDINA, MINNESOTA 55435 LAKESIDE CHANHASSEN, MINNESOTA G5 OF % Desi P1C Drawn SAG 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Fax: 952.227]110 Building Inspections Phone: 952.227.1180 Fax: 952.227.1190 Engineering Phone: 952.2271160 Fax: 952.2271170 Finance Phone: 952.227.1140 Fax: 952.2271110 Park & Recreation Phone: 952.227.1120 Fax: 952.2271110 Recreation Center 2310 Coulter Boulevard Phone: 952.227.1400 Fax: 952.227.1404 Planning & Natural Resources Phone: 952.227.1130 Fax: 952.227.1110 Public Works 7901 Park Place Phone: 952.227.1300 Fax: 952.227.1310 Senior Center Phone: 952.227.1125 Fax: 952.2271110 Web Site www.ci.chanhassen.mn.us 0 0 April 4, 2012 Wooddale Builders, Inc. Attention: Steve Schwieters, President 6109 Blue Circle Drive, #2000 Minnetonka, Minnesota 55343 Re: Lakeside Sixth Addition, Planning Case #06-26 Dear Mr. Schwieters: This letter is to confirm that on March 26, 2012, the Chanhassen City Council approved the final plat for Lakeside Sixth Addition creating ten lots and two outlots; and the development contract for Lakeside Sixth Addition. Approval of the subdivision is subject to the following conditions: All storm waffF infrastructures, including catch basins, storm sewer pipes, manholes, flared -end sections, outlet structures, ponds and swales, shall be owned, operated and maintained by the developer and, eventually, the homeowners association. Prior to final plat recording, the developer shall enter into an agreement with the City that outlines the parameters of operation, inspection and maintenance of the storm water infrastructure. This agreement shall be transferred to the homeowners association prior to the developer relinquishing responsibility for the development. 2. The SWPPP should be revised to include the grading plan, erosion and sediment control plan. 3. The plans shall be revised to show that erosion control blanket will be installed over all areas with 3:1 slopes or steeper. 4. Energy dissipation shall be provided for all inlets and outlets within 24 hours of installation 5. Wimco-type or other comparable inlet controls shall be used and installed within 24 hours of installation of the inlets. Perimeter controls and inlet protection shall be in place and maintained as needed until 70% of the vegetation is established. 6. Typical building lot controls shall be shown on the plan in a typical detail. These controls shall include perimeter controls (silt fence), rock driveways, street sweeping, inlet control and temporary mulch after final grade and prior to issuing the Certificate of Occupancy (CO). 7. Street gutters and catch basins are considered "surface waters" and shall be protected from exposed soils with a positive slope within 200 linear feet within 24 hours of connection. SCANNED Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow Mr. Steve Schwieters • • Lakeside Sixth Addition April 4, 2012 Page 2 8. Details for concrete washout areas where drivers will wash out their trucks and how the water will be treated should be developed and included in the SWPPP. 9. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. 10. The total SWMP fee, due payable to the City at the time of final plat recording, is $20,790.00. 11. The owner/operator of the proposed development shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency (NPDES Phase II Construction Site Permit), Minnesota Department of Natural Resources (for dewatering), Minnesota Department of Transportation, Minnesota Department of Health) and comply with their conditions of approval. 12. Tree protection fencing shall be installed prior to construction around all areas designated for preservation and/or at the edge of proposed grading limits. 13. A walk-through inspection of the silt/tree preservation fence shall be required prior to construction. 14. No burning permits shall be issued for tree removal. All trees removed on site shall be chipped and used on site or hauled off. 15. No trees shall be removed behind the northwestern comer of the silt fence as shown on grading plans dated 05/19/06.. 16. A total of 139 trees shall be planted in the development as required for canopy coverage. 17. Building permits are required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota 18. All sanitary sewer, watermain and storm sewer within this site shall be privately owned and maintained. 19. A portion of the sanitary sewer and water hookup charges must be paid with the final plat: $632.00 for sanitary sewer hookup and $1,715.00 for watermain hookup. The remaining $1,475.00 sanitary sewer and $4,002.00 watermain hookup fees must be paid with the building permit and can be specially assessed against the parcel at the time of building permit issuance. All of these charges are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance 20. The developer shall pay $38,000.00 park dedication fees for the Sixth Addition of the development prior to final plat recording in lieu of parkland dedication. Mr. Steve Schwieters • • Lakeside Sixth Addition April 4, 2012 Page 3 Two signed mylar copies of the final plat shall be submitted to our office for signatures. One 1 "=200' scale mylar reduction of the final plat and one 1 "=200' scale paper reduction of the final plat with just street names and lot and block numbers shall be submitted. The executed development contract and the required fees ($84,971.00) specified therein shall be submitted to the City. In addition, a digital copy in .dxf format and a digital copy in .tif format (pdf compatible) in Carver County coordinates of the final plat shall be submitted. The City will submit all the necessary documents to Carver County for recording (see attached checklist for documents required). You are also reminded that all current year taxes must be paid in full and any delinquent property taxes or green acres taxes must also be paid. If you have any questions, please feel free to contact me at (952) 227-1131 or bgerous@ci.chanhassen.mn.us. Sincerely, / Robert Generous, AICP Senior Planner ec: Kate Aanenson, Community Development Director Alyson Fauske, Assistant City Engineer Todd Gerhardt, City Manager Todd Hoffman, Parks & Recreation Director Terry Jeffery, Water Resources Coordinator Jerry Mohn, Building Official Paul Oehme, City Engineer c: Shamrock Development Enclosures gAp1an\2006 planning cases\06-26 lakeside\sixlh addition\approval lelterAm TO: CAMPBELL KNUTSON ATTN: SUE NELSON 317 EAGANDALE OFFICE CENTER 1380 CORPORATE CENTER CURVE EAGAN, MN 55121 RECORDING FOR: Enclosed are the following for recordation: 0 FROM: CITY OF CHANHASSEN ENGINEERING DEPARTMENT 7700 MARKET BOULEVARD PO Box 147 CHANHASSEN MN 55317 ❑ Final Plat Mylars ("Official Copy") no larger than 22" x 34" ❑ Three, F'= 200' scale paper copy of the final plat (one copy each for Carver County Auditor, Assessor and Surveyor) ❑ Signed Development Contract ❑ Mortgage Holder Consent to Plat ❑ Mortgage Holder Consent to the Development Contract ❑ Warranty deed (if deeding an outlot to the City) ❑ Easements: ❑ Other: ❑ A copy of the title commitment or deed. The City of Chanhassen has received the following, as required: ❑ Final Plat Mylars ("City Copy") ❑ I"= 200' scale mylar reduction of the final plat ❑ F'= 200' scale paper reduction of the final plat (with street names and lot and block numbers only) ❑ Security: $ from (bank name) ❑ Cash fee: ❑ Digital copy of the final plat in Axf and .tif formats (.pdf compatible) in Carver County coordinates ❑ Electronic Copy of Drainage Model Developer has been notified that the following must be done before the plat can be filed: ❑ Current year property taxes must be paid in full and any delinquent property taxes or green acres taxes must also be paid. G.\ENG\plat recording chxklistAm 0 0 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA LAKESIDE SIXTH ADDITION DEVELOPMENT CONTRACT 0 SPECIAL PROVISIONS TABLE OF CONTENTS PAGE 1. REQUEST FOR PLAT APPROVAL............................................................................SP-1 2. CONDITIONS OF PLAT APPROVAL........................................................................SP-1 3. DEVELOPMENT PLANS............................................................................................SP-1 4. IMPROVEMENTS........................................................................................................ SP -1 5. NOTICES.......................................................................................................................SP-1 6. OTHER SPECIAL CONDITIONS................................................................................SP-2 7. GENERAL CONDITIONS............................................................................................SP-4 GENERAL CONDITIONS 1. RIGHT TO PROCEED.................................................................................................GC-1 2. CHANGES IN OFFICIAL CONTROLS......................................................................GC-I 3. IRON MONUMENTS..................................................................................................GC-1 4. SITE EROSION AND SEDIMENT CONTROL.........................................................GC-I 5. EROSION CONTROL DURING CONSTRUCTION OF A DWELLING OR OTHER BUILDING....................................................................................................................GC-1 6. CLEANUP...................................................................................................................GC-I 7. LANDSCAPING..........................................................................................................GC-2 8. LOT PLANS.................................................................................................................GC-2 9. EXISTING ASSESSMENTS.......................................................................................GC-2 10. SIGNAGE.....................................................................................................................GC-2 11. HOUSE PADS..............................................................................................................GC-2 12. RESPONSIBILITY FOR COSTS.................................................................................GC-2 13. MISCELLANEOUS.....................................................................................................GC-3 A. Postal Service....................................................................................................GC-3 B. Third Parties......................................................................................................GC-3 C. Breach of Contract............................................................................................GC-3 D. Severability .......................................................................................................GC-3 E. Waivers/Amendments.......................................................................................GC-3 F. Release..............................................................................................................GC-4 G. Remedies...........................................................................................................GC-4 H. Assignability .....................................................................................................GC-4 I. Noise Amplification..........................................................................................GC-4 J. Storm Sewer Maintenance................................................................................GC-4 K. Variances...........................................................................................................GC-4 L. Compliance with Laws, Ordinances, and Regulations......................................GC-4 M. Proof of Tide ...................... ............................................................................... GC -5 N. Soil Conditions.................................................................................................GC-5 O. Soil Correction..................................................................................................GC-5 P. Development Signs................................................................................................GC-5 Q. As -Built Lot Surveys.............................................................................................GC-5 i 0 0 CITY OF CHANHASSEN DEVELOPMENT CONTRACT ,. I AGREEMENT dated March 26, 2012 by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation (the "City"), and, WOODDALE BUILDERS, INC., a Minnesota corporation (the "Developer"). 1. Request for Plat Approval. The Developer has asked the City to approve a plat for Lakeside Sixth Addition (referred to in this Contract as the "plat"). The land is legally described on the attached Exhibit "A". 2. Conditions of Plat Approval. The City hereby approves the plat on condition that the Developer enter into this Contract, furnish the security required by it, and record the plat with the County Recorder or Registrar of Titles within 180 days after the City Council approves the plat. 3. Development Plans. The plat shall be developed in accordance with the following plans. The plans 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, the written terms shall control. The plans are: Plan A: Final plat approved March 26, 2012, prepared by Pioneer Engineering. Plan B: Grading, Drainage and Erosion Control Plan dated October 2, 2006, revised March 12, 2012, prepared by Pioneer Engineering. Plan C: Landscape Plan dated May 19, 2006, revised June 6, 2006 and Central Park Plan dated June 23, 2008, prepared by Pioneer Engineering. 4. Improvements. All public improvements have previously been installed and paid for. 5. Notice. 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: Wooddale Builders, Inc. Attention: Steve Schwieters, President 6109 Blue Circle Drive, 42000 Minnetonka, Minnesota 55343 SP -1 0 9 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. 6. Other Special Conditions. A. Cash Fees. Before the City signs the final plat, the Developer shall provide the City with a cash fee of $84,971.00, which is calculated as follows: Final Plat Process (Attorney Fee for review and recording of plat and DC) _ GIS Fee $25 (plat) + (10 parcels x $10/parcel) _ Surface Water Management Fee Park Dedication Fee 10 units x $3,800 = Arterial Collector Fee 0.89 acres x $2,400/acre = Hook-up Charges The developer shall pay 30% of the City Sewer Hook-up charge and the City Water hook up charge for each lot in the plat, which is calculated as follows: City Sewer Hook -Up: 10 units x $632/unit = City Water Hook -Up: 10 units x $1,715/unit = The balance of the hook-up charges is collected at the time building permits are issued are based on 70% of the rates then in effect, unless a written request is made to assess the costs over a four year term at the rates in effect at time of application. Total Cash Fees: $450.00 $125.00 $20,790.00 $38,000.00 $2,136.00 $6,320.00 $17,150.00 $84,971.00 B. The applicant shall enter into the development contract and supply the City with the required cash fees referenced above. C. WATER RESOURCES COORDINATOR CONDITIONS OF APPROVAL. a) All storm water infrastructure, including catch basins, storm sewer pipes, manholes, flared -end sections, outlet structures, ponds and swales, shall be owned, operated and maintained by the developer and, eventually, the homeowners association. Prior to final plat recording, the developer shall enter into an agreement with the City that outlines the parameters of operation, inspection and maintenance of the storm water SP -2 0 infrastructure. This agreement shall be transferred to the homeowners association prior to the developer relinquishing responsibility for the development. b) The SWPPP should be revised to include the grading plan, erosion and sediment control plan. c) The plans shall be revised to show that erosion control blanket will be installed over all areas with 3:1 slopes or steeper. d) Energy dissipation shall be provided for all inlets and outlets within 24 hours of installation. e) Wimco-type or other comparable inlet controls shall be used and installed within 24 hours of installation of the inlets. Perimeter controls and inlet protection shall be in place and maintained as needed until 70% of the vegetation is established. f) Typical building lot controls shall be shown on the plan in a typical detail. These controls shall include perimeter controls (silt fence), rock driveways, street sweeping, inlet control and temporary mulch after final grade and prior to issuing the Certificate of Occupancy (CO). g) Street gutters and catch basins are considered "surface waters" and shall be protected from exposed soils with a positive slope within 200 linear feet within 24 hours of connection. h) Details for concrete washout areas where drivers will wash out their trucks and how the water will be treated should be developed and included in the SWPPP. i) Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. j) The total SWMP fee, due payable to the City at the time of final plat recording, is $20,790.00. k) The owner/operator of the proposed development shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency (NPDES Phase II Construction Site Permit), Minnesota Department of Natural Resources (for dewatering), Minnesota Department of Transportation, Minnesota Department of Health) and comply with their conditions of approval. D. CITY FORESTER CONDITIONS OF APPROVAL a) Tree protection fencing shall be installed prior to construction around all areas designated for preservation and/or at the edge of proposed grading limits. SP -3 0 b) A walk-through inspection of the silt/tree preservation fence shall be required prior to construction. c) No burning permits shall be issued for tree removal. All trees removed on site shall be chipped and used on site or hauled off. d) No trees shall be removed behind the northwestern corner of the silt fence as shown on grading plans dated 05/19/06.. e) A total of 139 trees shall be planted in the development as required for canopy coverage. E. ENGINEERING DEPARTMENT CONDITIONS OF APPROVAL a) Building permits are required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. b) All sanitary sewer, watermain and storm sewer within this site shall be privately owned and maintained. c) A portion of the sanitary sewer and water hookup charges must be paid with the final plat: $632.00 for sanitary sewer hookup and $1,715.00 for watermain hookup. The remaining $1,475.00 sanitary sewer and $4,002.00 watermain hookup fees must be paid with the building permit and can be specially assessed against the parcel at the time of building permit issuance. All of these charges are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance F. PARKS DIRECTOR CONDITIONS OF APPROVAL a) The developer shall pay $38,000.00 park dedication fees for the Sixth Addition of the development prior to final plat recording in lieu of parkland dedication. 7. General Conditions. The general conditions of this Contract are attached as Exhibit "B" and incorporated herein. NZ1 (SEAL) STATE OF MINNESOTA ) ( ss. COUNTY OF CARVER ) CITY OF CHANHASSEN I� I1 Thomas A. Furlong, Mayor Todd Gerhardt, City Manager DEVELOPER: BY: Its The foregoing instrument was acknowledged before me this day of 2012, by Thomas A. 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 STATE OF MINNESOTA ) (ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of 2012, by DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952) 227-1100 SP -5 NOTARY PUBLIC 0 0 EXHWIT "A" TO DEVELOPMENT CONTRACT LEGAL DESCRIPTION OF SUBJECT PROPERTY: Outlot E, Lakeside and Outlot C, Lakeside Third Addition. SP -6 0 FEE OWNER CONSENT TO DEVELOPMENT CONTRACT fee owners of all or part of the subject property, the development 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 20_ STATE OF MINNESOTA ) ( ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of 20_, by DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 SP -7 NOTARY PUBLIC 0 0 MORTGAGE HOLDER CONSENT TO DEVELOPMENT CONTRACT which holds a mortgage on the subject property, the development of which is governed by the foregoing Development Contract, agrees that the Development Contract shall remain in full force and effect even if it forecloses on its mortgage. Dated this day of 20_. STATE OF MINNESOTA ) (ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of 20_, by DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 SP -8 NOTARY PUBLIC 0 0 CITY OF CHANHASSEN DEVELOPMENT CONTRACT (Developer Installed Improvements) EXIHBIT "B" GENERAL CONDITIONS 1. Right to Proceed. Within the plat or land to be platted, the Developer may not grade or otherwise disturb the earth, remove trees, construct sewer lines, 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 with the City Clerk, 2) the necessary security and fees have been received by the City, 3) the plat has been recorded with the County Recorder's Office or Registrar of Title's Office of the County where the plat is located, and 4) the City Engineer has issued a letter that the foregoing conditions have been satisfied and then the Developer may proceed. 2. Changes in Official Controls. For two (2) years from the date of this Contract, no amendments to the City's Comprehensive Plan, except an amendment placing the plat in the current urban service area, or official controls shall apply to or affect the use, development density, lot size, 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, platting or dedication requirements enacted after the date of this Contract. 3. 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. § 505.02, Subd. 1. The Developer's surveyor shall submit a written notice to the City certifying that the monuments have been installed. 4. Site Erosion and Sediment Control. Site Erosion and Sediment Control for the plat shall comply with the current City Code of Chanhassen and other applicable agency regulations. 5. Erosion Control During Construction of a Dwelling or Other Building. Before a building permit is issued for construction of a dwelling or other building on a lot, a $500.00 cash escrow or letter of credit per lot shall also be furnished to the City to guarantee compliance with City Code § 7-22. 6. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on and off site, dirt and debris, including blowables, from streets and the surrounding area that has resulted from construction work by the Developer, its agents or assigns. GC -1 0 0 7. Landscaping. Landscaping shall be installed in accordance with Plan C. Unless otherwise approved by the City, trees not listed in the City's approved tree list are prohibited. The minimum tree size shall be two and one-half (21/2) inches caliper, either bare root in season, or balled and burlapped. The trees may not be planted in the boulevard (area between curb and property line). In addition to any sod required as a part of the erosion and sediment control plan, Plan B, the Developer or lot purchaser shall sod 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 of $750.00 in the form of cash or letter of credit shall be provided to the City. These conditions must then be complied with within two (2) months after the certificate of occupancy issued, except that if the certificate of occupancy is issued between October 1 through May I these conditions must be complied with by the following July 1st. Upon expiration of the time period, inspections will be conducted by City staff to verify satisfactory completion of all conditions. City staff will conduct inspections of incomplete items with a $50.00 inspection fee deducted from the escrow fund for each inspection. After satisfactory inspection, the financial guarantee shall be returned. If the requirements are not satisfied, the City may use the security to satisfy the requirements. The City may also use the escrowed funds for maintenance of erosion control pursuant to City Code Section 7-22 or to satisfy any other requirements of this Contract or of City ordinances. These requirements supplement, but do not replace, specific landscaping conditions that may have been required by the City Council for project approval. 8. Lot Plans. Prior to the issuance of building permits, an acceptable Grading, Drainage, Erosion Control including silt fences, and Tree Removal Plan shall be submitted for each lot 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 development plans and City Ordinance. 9. Existing Assessments. Any existing assessments against the plat will be re -spread against the plat in accordance with City standards. 10. Signage. All street signs, traffic signs, and wetland monumentation required by the City as a part of the plat shall be furnished and installed by the City at the sole expense of the Developer. 11. House Pads. The Developer shall promptly furnish the City "as -built" plans indicating the amount, type and limits of fill on any house pad location. 12. Responsibility for Costs. A. The Developer shall reimburse the City for all costs incurred by the City for providing construction and erosion and sediment control inspections. This cost will be periodically billed directly to the Developer based on the actual progress of the construction. Payment shall be due in accordance with Article 21E of this Agreement. B. 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 GC -2 0 0 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. C. In addition to the administrative fee, the Developer shall reimburse the City for costs incurred in the enforcement of this Contract, including engineering and attorneys' fees. D. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Contract within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all plat development work and construction, including but not limited to the 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 rate of 8% per year. E. In addition to the charges and special assessments referred to herein, other charges and special assessments may be imposed such as, but not limited to, sewer availability charges ("SAC"), City water connection charges, City sewer connection charges, and building permit fees. F. The developer shall pay the City a fee established by City Council resolution, to reimburse the City for the cost of updating the City's base maps, GIS data base files, and converting the plat and record drawings into an electronic format. Record drawings must be submitted within four months of final acceptance of public utilities. All digital information submitted to the City shall be in the Carver County Coordinate system. 13. Miscellaneous. A. Postal Service. The Developer shall provide for the maintenance of postal service in accordance with the local Postmaster's request. B. Third Parties. Third parties shall have no recourse against the City under this Contract. The City is not a guarantor of the Developer's obligations under this Contract. The City shall have no responsibility or liability to lot purchasers or others for the City's failure to enforce this Contract or for allowing deviations from it. C. Breach of Contract. Breach of the terms of this Contract by the Developer shall be grounds for denial of building permits, including lots sold to third parties. The City may also issue a stop work order halting all plat development until the breach has been cured and the City has received satisfactory assurance that the breach will not reoccur. D. Severabilitv. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Contract is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. E. Waivers/Amendments. 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 the City Council. GC -3 0 The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. F. 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. G. Remedies. Each 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 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. H. Assienability. 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. Noise Amplification. The use of outdoor loudspeakers, bullhoms, intercoms, and similar devices is prohibited in conjunction with the construction of homes, buildings, and the improvements required under this contract. The administrative penalty for violation of construction hours shall also apply to violation of the provisions in this paragraph. I Storm Sewer Maintenance. The Developer shall be responsible for cleaning and maintenance of the storm sewer system (including ponds, pipes, catch basins, culverts and swales) within the plat and the adjacent off-site storm sewer system that receives storm water from the plat. The Developer shall follow all instructions it receives from the City concerning the cleaning and maintenance of the storm sewer system. The Developer's obligations under this paragraph shall end once the Notice of Termination for the NPDES Construction Stormwater Permit is issued for all lots within the plat. K. 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. L. Compliance with Laws Ordinances 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); 5. Metropolitan Government, its agencies, departments and commissions. GCA 0 r M. Proof of Title. Upon request, the Developer shall furnish the City with evidence satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers to enter into this Development Contract. 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. On lots which have no fill material a soils report from a qualified soils engineer is not required unless the City's building inspection department determines from observation that there may be a soils problem. On lots with fill material that have been mass graded as part of a multi -lot grading project, a satisfactory soils report from a qualified soils engineer shall be provided before the City issues a building permit for the lot. On lots with fill material that have been custom graded, a satisfactory soils report from a qualified soils engineer shall be provided before the City inspects the foundation for a building on the lot. P. Development Signs. The Developer shall post a six foot by eight foot development sign in accordance with City Detail Plate No. 5313 at each entrance to the project. The sign shall be in place before construction of the required improvements commences and shall be removed when the required improvements are completed, except for the final lift of asphalt on streets. The signs shall contain the following information: project name, name of developer, developer's telephone number and designated contact person, allowed construction hours. Q. As -Built Lot Surveys. An as -built lot survey will be required on all lots prior to the Certificate of Occupancy being issued. The as -built lot survey must be prepared, signed, and dated by a Registered Land Surveyor. Sod and the bituminous driveways must be installed before the as - built survey is completed. If the weather conditions at the time of the as -built are not conducive to paving the driveway and/or installing sod, a temporary Certificate of Occupancy may be issued and the as -built escrow withheld until all work is complete. GC -5 Chanhassen City Council — lorch 26, 2012 0 in Chanhassen. Tem has donated the book and many of the images to our City for use and on our website. It's a fantastic book and a great collection of just the day to day life here in Chanhassen so Tem on behalf of the Chanhassen City Council and Park and Rec Commission, thank you very much for your volunteer service and for your contribution. Thank you. I'd like to thank the Park and Rec Commission members and others that were instrumental, city staff too for helping with those awards. CONSENT AGENDA: Councilwoman Ernst moved, Councilwoman Tjornhom seconded to approve the following consent agenda items pursuant to the City Manager's recommendations: a. Approval of Minutes: -City Council Work Session Minutes dated March 12, 2012 -City Council Verbatim and Summary Minutes dated March 12, 2012 Review Commission Minutes: -Planning Commission Verbatim and Summary Minutes dated March 6, 2012 -Park and Recreation Commission Verbatim and Summary Minutes dated February 28, 2012 C. Resolution #2012-14: 2012 Street Reconstruction Project: Call Assessment Hearing. d. Resolution #2012-15: Approval of 2012 Vehicle & Equipment Purchases. e. Lakeside Sixth Addition: 1) Final Plat Approval 2) Approve Development Contract f. Approval of Liquor License Renewals. h. Approval of Arbor Day Poster Contest Winner. i. Resolution #2012-16: Approve Resolution Accepting 2012 Community Events Sponsorship Donations from Area Businesses. j. Resolution #2012-17: Approving the Lake Susan Park Baseball Field Improvement Project; Resolution Accepting a $2,500 Donation from the Chanhassen Athletic Association; and Approving a $2,500 Matching Expenditure from the Park Dedication Fund. All voted in favor and the motion carried unanimously with a vote of 4 to 0. VISITOR PRESENTATIONS: Mayor Furlong: Good evening. Mark Nelson: Good evening. My name's Mark Nelson. I live at 6890 Navajo Drive. Been a resident for 25 years. I'm basically coming to just find out about this PEG funds that you discussed in the last meeting. What direction discussions are going and what further will be occurring in that area. Mayor Furlong: Okay. That's fine. Mr. Gerhardt, just a quick background and the public education funds, the Mediacom funds and quick background. Todd Gerhardt: Yeah at our last City Council meeting the City Council decided to leave the funds in the public education account. No decision has been made as of yet to spend the dollars. I think direction 2 SCANNED CITY OF 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Fax: 952.227.1110 Building Inspections Phone: 952.227.1180 Fax: 952.227.1190 Engineering Phone: 952.2271160 Fax: 952.227.1170 Finance Phone: 952.2271140 Fax: 952.227.1110 Park & Recreation Phone: 952.227.1120 Fax: 952.227.1110 Recreation Center 2310 Coulter Boulevard Phone: 952.227.1400 Fax: 952.227.1404 0 MEMORANDUM TO: FROM: DATE: SUBJ: Todd Gerhardt, City Manager Bob Generous, Senior Planner March 27, 2012 0 1.e -1 Final Plat Approval for Lakeside Sixth Addition Planning Case No. 06-26 PROPOSED MOTION "The Chanhassen City Council approves the final plat for Lakeside Sixth Addition subject to the conditions in this staff report" City Council approval requires a majority vote of City Council present. PROPOSAL SUMMARY The applicant is requesting final plat approval for Lakeside Sixth Addition creating 10 lots and 2 outlots from Outlot E, Lakeside and Outlot C, Lakeside Third Addition. All subdivision improvements, streets, sewer, water, storm water and site grading will be completed as part of phase 1 of the development. The subdivision complies with the Planned Unit Development - Residential (PUD -R) Sixth Addition. BACKGROUND Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow On November 26, 2007, the Chanhassen City Council approved the amendment to the Planning & Planned Unit Development (PUD 06-26) development design standards section c. Natural Resources Phone: 952.227.1130 Setbacks to allow a 15 -foot, rather than a 20 -foot separation, between the townhouse Fax:952.227.1110 units and adjust the wetland setback consistent with wetland setback requirements in City Code. Public Works 7901 Park Place On August 13, 2007, the Chanhassen City Council approved the final plat for Phone: 952.227.1300 Lakeside Third Addition creating five outlots. Fax: 952.227.1310 On October 23, 2006, the Chanhassen City Council approved the final plat for Senior Center Phone: 952.227.1125 Lakeside consisting of 18 lots, 10 outlots and right-of-way for public streets. The Fax:952.2271110 first phase of the development consisted of the community building and stormwater pond, I 1 lots for townhouses on the west side of the development (Wooddale Web Site Builders, Inc.), 4 lots for twin homes on the east side of the development (Charles www.ci.chanhassen.mn.us Cudd Company), Outlot A which will contain the private street and utilities for the project, and Outlots I and J, the recreational beachlot site. Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow Todd Gerhardt • • Lakeside Sixth Addition Final Plat March 26, 2012 Page 2 On July 24, 2006, the Chanhassen City Council approved the following: A. Rezoning of the property located within the Lakeside development, from High Density Residential District (R12) to Planned Unit Development - Residential (PUD -R) incorporating the development design standards contained within the staff report subject to the final plat approval for the Lakeside development. B. Preliminary Plat for Lakeside. C. Site Plan for 231 housing units and a community building with pool, with a Variance for building height for the condominium units consistent with the Building elevations prepared by Harriss Architects. D. Conditional Use Permit for a recreational beach lot with a Variance from the requirement that 80 percent of the units be within 1,000 feet of the recreational beach lot FINAL PLAT REVIEW The applicant is requesting final plat approval for the Lakeside Sixth Addition consisting of 10 lots and 2 outlots. This phase includes two three -unit townhouses and one four -unit townhouse. GRADING LAKESIDE SIXTH ADDITION n.t acxa- 40. ppF ND I 1 � `s 7 $ LZ KesIa a IT a y 7 7 I 71 Y , ] e 7:31C --L 7 VKV A s z�stre GRADING Todd Gerhardt • Lakeside Sixth Addition Final Plat March 26, 2012 Page 3 0 The area within the final plat was mass graded with the fust addition. The grading plan submitted with the Sixth Addition changes the building styles as follows: Original Proposed Lot 1, Block 1 Rambler Lookout Lot 3, Block 1 Lookout Walkout All lots within Block 2 Lookouts Walkouts A deeper swale behind Block 1 will be graded when the building is constructed in order to achieve the proposed building styles. The water feature that was originally proposed behind the lots in Block 2 limited the building styles to lookouts. Now that this area will be a greenway minor grading with the building construction can achieve walkout lots. The proposed grading changes meet the City's minimum requirements. MISCELLANEOUS Walls and projections within five feet of property lines are required to be of one-hour fire - resistive construction. This is necessary due to the adoption of the 2006 IBC and IRC by the State of Minnesota in 2007, which changed the distance from property lines at which fire - resistive construction is required. COMPLIANCE There are no minimum lot dimensions or lot areas established for the Lakeside Planned Unit Development. The overall project is limited to 231 dwelling units consisting of twin homes, townhouses, and multi -family buildings and their ancillary uses. Setbacks The PUD ordinance requires setbacks from roadways and exterior property lines. The following table displays those setbacks. Setback Standards Highway 212 50 feet East(Perimeter) Lot Line 50 feet townhouses 30 feet - twin homes; Building Height — Condominiums with a minimum of 30 feet Lyman Boulevard 50 feet/30 feet for beach lot West(Perimeter) Lot Line 50 feet Twin Home separation between buildings 15 feet Townhouse separation between buildings 15 feet Todd Gerhardt • • Lakeside Sixth Addition Final Plat March 26, 2012 Page 4 # Decks, patios, porches, and stoops may project up to seven (7) feet in to the required yard. * The entire development, including the public and private streets and Outlots, may not exceed 50 percent hard coverage. Individual lots will exceed the 50 percent site coverage. LOT INFORMATION TABLE Parcel Setback Standards Minimum Driveway length (to back of curb, trail or sidewalk) 25 feet Hard Surface Coverage 50%* Wetland: Buffer and buffer setback 20 and 30 Lake Riley 75 feet # Decks, patios, porches, and stoops may project up to seven (7) feet in to the required yard. * The entire development, including the public and private streets and Outlots, may not exceed 50 percent hard coverage. Individual lots will exceed the 50 percent site coverage. LOT INFORMATION TABLE Parcel Areas . ft. Frontage ft. Depth ft. Notes L 1 B1 4,042 47 86 Town house unit L2 B 1 3,612 42 86 Town house unit L3 BI 4,042 47 86 Town house unit LI B2 4,042 47 86 Town house unit L2 B2 3,612 42 86 Town house unit L3 B2 4,042 47 86 Town house unit Ll B3 4,042 47 86 Town house unit L2 B3 3,612 42 86 Town house unit L3 B3 3,612 42 86 Town house unit L4 B3 4,042 47 86 Town house unit Outlot A 18,020 Common Area Outlot B 9,133 Common Area Total 165,853 1.5118 acres Avera es 3,870 44.5 86 Town house unit REVIEW CONDITIONS OF APPROVAL (from Preliminary Plat) 1. The developer must submit a list of proposed street name(s) and an addressing plan to Chanhassen Building Official and Chanhassen Fire Marshal for review and approval prior to final plat of the property. *This condition has been met. Riley Lake Drive (main road) and Riley Lake Trail (east -west street). 2. Each lot must be provided with separate sewer and water services. *This condition has been met. Additional fire hydrants will be required. Please contact the Chanhassen Fire Marshal for exact location of additional hydrants and any to be relocated. Todd Gerhardt • • Lakeside Sixth Addition Final Plat March 26, 2012 Page 5 *This condition has been met. 4. A minimum buffer of 16.5 to 20 feet shall be preserved around the perimeter of the wetland. All structures (including parking lots) shall maintain a 40 -foot setback from the wetland buffer. All trails and retaining walls shall be modified to remain outside the wetland buffer. The plans shall be revised to reflect the required wetland buffer and wetland buffer setback. Wetland buffer areas shall be preserved, surveyed and staked in accordance with the City's wetland ordinance. The applicant shall install wetland buffer edge signs before construction begins and shall pay the City $20 per sign. *This condition is superseded by the development design standards which require a 20 - foot buffer and 30 -foot setback. 5. The plans shall be revised to depict the OHW of Lake Riley, which is 865.3. All structures shall be located a minimum of 75 feet from the OHW. The proposed fire pit shall be located a minimum of 75 feet from the OHW and shall be buffered from the lake by vegetation. No grading or intensive clearing of vegetation shall occur within the shore impact zone (all areas within 37.5 feet of the OHW). *This condition does not apply to this phase. 6. A conditional use permit (CUP) shall be obtained from the City prior to the operation of a recreational beach lot. *This condition has been met. 7. All existing amenities and/or structures (including any docks, existing beach that is not proposed to remain and the boat launch) on Outlot B, North Bay shall be removed. A boat launch is not permitted. *This condition has been met. 8. The location of the building on Lot 1, Block 1 shall be adjusted to respect all drainage and utility easements. *This condition does not apply to this phase. 9. The applicant shall supply details about the water feature between the rear yards of the units in Block 3, specifically the source for the water in the water feature. As an alternative to the current proposal, the applicant should consider revising the plans to utilize storm water as an amenity as part of a rain garden system in this area. *This condition no longer applies. The water feature has been eliminated due to costs. Todd Gerhardt • • Lakeside Sixth Addition Final Plat March 26, 2012 Page 6 10. The applicant shall provide additional information detailing the proposed emergency overflow (EOF) route from Pond 1 to Lake Riley. *This condition has been met. 11. The grading and landscaping proposed around Pond I shall be revised to provide a flat, open area so maintenance equipment can access the flared end sections from Lake Riley Road East without damaging the retaining wall or the landscaping and without being below the NWL of the pond. *This condition has been met. 12. All storm water infrastructure, including catch basins, storm sewer pipes, manholes, flared - end sections, outlet structures, ponds and swales, shall be owned, operated and maintained by the developer and, eventually, the homeowners association. Prior to final plat recording, the developer shall enter into an agreement with the City that outlines the parameters of operation, inspection and maintenance of the storm water infrastructure. This agreement shall be transferred to the homeowners association prior to the developer relinquishing responsibility for the development. *This condition still applies. 13. The SWPPP shall be provided to the City for review by the Carver Soil and Water Conservation District. *This condition shall be modified as follows: The SWPPP should be revised to include the grading plan, erosion and sediment control plan. 14. The plans shall be revised to show that erosion control blanket will be installed over all areas with 3:1 slopes or steeper. *This condition still applies. 15. A stable emergency overflow (EOF) for the pond shall be provided. The EOF could consist of riprap and geotextile fabric or a turf re -enforcement mat (a permanent erosion control blanket). A typical detail shall be included in the plan. *This condition has been met. 16. Energy dissipation shall be provided for all inlets and outlets within 24 hours of installation *This condition still applies. 17. Wimco-type or other comparable inlet controls shall be used and installed within 24 hours of installation of the inlets. Perimeter controls and inlet protection shall be in place and maintained as needed until 70% of the vegetation is established. Todd Gerhardt • • Lakeside Sixth Addition Final Plat March 26, 2012 Page 7 *This condition still applies. 18. Typical building lot controls shall be shown on the plan in a typical detail. These controls shall include perimeter controls (silt fence), rock driveways, street sweeping, inlet control and temporary mulch after final grade and prior to issuing the Certificate of Occupancy (CO). *This condition still applies. 19. The proposed storm water pond shall be used as a temporary sediment basin during mass grading. The pond shall be excavated prior to disturbing up -gradient areas. Plans shall show how the temporary basin will be constructed and how water will be diverted to the temporary basin. Berms and/or ditches may be needed to divert water to the pond, and temporary pond outlets are needed. The outlet could be a temporary perforated standpipe and rock cone. The plans shall be revised to include a detail for the temporary pond outlet. *This condition has been met. 20. The proposed silt fence along Wetland Basin B shall be Type 2 silt fence, as specified in Chanhassen Standard Detail Plate 5300. Type 1 silt fence may be used for the remainder of the site. The grading plan shall be revised to show the proposed silt fence following the grading limits for the site and shall be located outside of the required 16.5 -foot wetland buffer. Silt fence shall be placed at the proposed high water level elevation of the proposed storm water pond. *This condition no longer applies. 21. Street gutters and catch basins are considered "surface waters" and shall be protected from exposed soils with a positive slope within 200 linear feet. Following installation of curb and gutter, silt fence shall be installed curbside along all positive slopes to the street with exposed soils. *This condition shall be modified as follows: Street gutters and catch basins are considered "surface waters" and shall be protected from exposed soils with a positive slope within 200 linear feet within 24 hours of connection. 22. Plans shall be revised to show erosion and sediment control measures for the road ditch along Lyman Boulevard. All perimeter controls shall be inspected by the city and the SWCD prior to grading. *This condition does not apply to this phase. 23. Details for concrete washout areas where drivers will wash out their trucks and how the water will be treated should be developed and included in the SWPPP. Todd Gerhardt 0 • Lakeside Sixth Addition Final Plat March 26, 2012 Page 8 *This condition still applies. 24. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. *This condition still applies. 25. At this time, the estimated total SWMP fee, due payable to the City at the time of final plat recording, is $195,293. *This condition shall be modified as follows: The total SWMP fee, due payable to the City at the time of final plat recording, is $20,790.00. 26. The owner/operator of the proposed development shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency (NPDES Phase II Construction Site Permit), Minnesota Department of Natural Resources (for dewatering), Minnesota Department of Transportation, Minnesota Department of Health) and comply with their conditions of approval. *This condition still applies. 27. Tree protection fencing shall be installed prior to construction around all areas designated for preservation and/or at the edge of proposed grading limits. *This condition still applies. 28. A walk-through inspection of the silt/tree preservation fence shall be required prior to construction. *This condition still applies. 29. No burning permits shall be issued for tree removal. All trees removed on site shall be chipped and used on site or hauled off. *This condition still applies. 30. The applicant shall increase landscape plantings along the east property line to minimum bufferyard requirements. *This condition does not apply to this phase. 31. No trees shall be removed behind the northwestern corner of the silt fence as shown on grading plans dated 05/19/06. *This condition still applies. Todd Gerhardt • • Lakeside Sixth Addition Final Plat March 26, 2012 Page 9 32. A total of 139 trees shall be planted in the development as required for canopy coverage. *This condition still applies. 33. All existing buildings, driveways and accessory structures must be removed before grading commences. *This condition has been met. 34. The lowest floor elevation of 106 Lakeview Road East must be field verified. *This condition has been met. 35. The high water level of the proposed pond must be minimum three feet lower than the lowest floor elevation of the adjacent homes along Lakeview Road East. *This condition has been met. 36. The high water level of the wetland must be determined. *This condition has been met. 37. The proposed grading in the northwest comer near the wetland needs to be adjusted so that the floor elevation of the homes within Lot 13, Block 2 comply with city standards. *This condition has been met. 38. Pavement grades at the following locations must be adjusted so that the grade does not exceed 7%: West of Building A, and the northern street extending from the Lakeview Road East intersection. *This condition has been met. 39. Private driveway grades shall not exceed 101/6. *This condition has been met. 40. Ground (ie. non -paved) surface grades shall not be less than 2%. *This condition has been met. 41. Emergency overflow locations and elevations must be shown on the plan. *This condition has been met. Todd Gerhardt • • Lakeside Sixth Addition Final Plat March 26, 2012 Page 10 42. High point elevations between the catch basins must be shown along the east side of Block 2. *This condition has been met. 43. Each lot must be provided with separate sewer and water services. *This condition has been met. 44. An easement is required from the appropriate property owner for any off-site grading. The developer must receive approval from the City of Eden Prairie for grading in to the Outlot for Bearpath P Addition. *This condition does not apply to this phase. 45. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. *This condition does not apply. 46. Building permits are required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. *This condition still applies. 47. All sanitary sewer, watermain and storm sewer within this site shall be privately owned and maintained. *This condition still applies. 48. The watermain extension from Lyman Boulevard must be wet -tapped and must be done under traffic. *This condition has been met. 49. The developer must provide ingress/egress to the North Bay residents for the duration of the utility extension within Lake Riley Road East. *This condition does not apply to this phase. 50. Each new lot is subject to the sanitary sewer and water hookup charges. The 2006 trunk hookup charge is $1,575 for sanitary sewer and $4,078 for watermain. Sanitary sewer and watermain hookup fees may be specially assessed against the parcel at the time of building permit issuance. All of these charges are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance. *This condition shall be modified as follows: a portion of the sanitary sewer and water Todd Gerhardt • • Lakeside Sixth Addition Final Plat March 26, 2012 Page 11 hookup charges must be paid with the final plat: $632.00 for sanitary sewer hookup and $1,715.00 for watermain hookup. The remaining $1,475.00 sanitary sewer and $4,002.00 watermain hookup fees must be paid with the building permit and can be specially assessed against the parcel at the time of building permit issuance. All of these charges are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance 51. The 15 -foot wide sanitary sewer easement on the northwest side of the property must be vacated. *This condition does not apply to this phase. 52. The proposed pool house must not lie within the drainage and utility easement. *This condition has been met. 53. The payment of full park dedication fees at the rate in force upon final plat approval in lieu of parkland dedication. *This condition can be modified as follows: The developer shall pay $38,000.00 park dedication fees for the Sixth Addition of the development prior to final plat recording in lieu of parkland dedication. 54. The applicant shall provide all design, engineering, construction and testing services required of the "Lyman Boulevard Trail." All construction documents shall be delivered to the Park and Recreation Director and City Engineer for approval prior to the initiation of each phase of construction. The trail shall be 10 feet in width, surfaced with bituminous material, and constructed to meet all city specifications. The applicant shall be reimbursed for the actual cost of construction materials for the Lyman Boulevard Trail. This reimbursement payment shall be made upon completion and acceptance of the trail and receipt of an invoice documenting the actual costs for the construction materials utilized in its construction. *This condition has been met. 55. The trail connection at the northeast corner of the site connecting the Lakeside area to the future Highway 212 trail and underpass, as depicted in the applicant's plans, is completed. *This condition does not apply to this phase. Staff recommends that the City Council approve the Final Plat for Lakeside Sixth Addition creating 10 lots and 2 outlots (plans prepared by Pioneer Engineering, date stamped February 17, 2012) subject to the following conditions: Todd Gerhardt • • Lakeside Sixth Addition Final Plat March 26, 2012 Page 12 All storm water infrastructure, including catch basins, storm sewer pipes, manholes, flared - end sections, outlet structures, ponds and swales, shall be owned, operated and maintained by the developer and, eventually, the homeowners association. Prior to final plat recording, the developer shall enter into an agreement with the City that outlines the parameters of operation, inspection and maintenance of the storm water infrastructure. This agreement shall be transferred to the homeowners association prior to the developer relinquishing responsibility for the development. 2. The SWPPP should be revised to include the grading plan, erosion and sediment control plan. 3. The plans shall be revised to show that erosion control blanket will be installed over all areas with 3:1 slopes or steeper. 4. Energy dissipation shall be provided for all inlets and outlets within 24 hours of installation 5. Wimco-type or other comparable inlet controls shall be used and installed within 24 hours of installation of the inlets. Perimeter controls and inlet protection shall be in place and maintained as needed until 70% of the vegetation is established. 6. Typical building lot controls shall be shown on the plan in a typical detail. These controls shall include perimeter controls (silt fence), rock driveways, street sweeping, inlet control and temporary mulch after final grade and prior to issuing the Certificate of Occupancy (CO). 7. Street gutters and catch basins are considered "surface waters" and shall be protected from exposed soils with a positive slope within 200 linear feet within 24 hours of connection. 8. Details for concrete washout areas where drivers will wash out their trucks and how the water will be treated should be developed and included in the SWPPP. 9. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. 10. The total S WMP fee, due payable to the City at the time of final plat recording, is $20,790.00. 11. The owner/operator of the proposed development shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency (NPDES Phase II Construction Site Permit), Minnesota Department of Natural Resources (for dewatering), Minnesota Department of Transportation, Minnesota Department of Health) and comply with their conditions of approval.. 12. Tree protection fencing shall be installed prior to construction around all areas designated for preservation and/or at the edge of proposed grading limits. Todd Gerhardt • • Lakeside Sixth Addition Final Plat March 26, 2012 Page 13 13. A walk-through inspection of the silt/tree preservation fence shall be required prior to construction. 14. No burning permits shall be issued for tree removal. All trees removed on site shall be chipped and used on site or hauled off. 15. No trees shall be removed behind the northwestern corner of the silt fence as shown on grading plans dated 05/19/06.. 16. A total of 139 trees shall be planted in the development as required for canopy coverage. 17. Building permits are required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. 18. All sanitary sewer, watermain and storm sewer within this site shall be privately owned and maintained. 19. A portion of the sanitary sewer and water hookup charges must be paid with the final plat: $632.00 for sanitary sewer hookup and $1,715.00 for watermain hookup. The remaining $1,475.00 sanitary sewer and $4,002.00 watermain hookup fees must be paid with the building permit and can be specially assessed against the parcel at the time of building permit issuance. All of these charges are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance 20. The developer shall pay $38,000.00 park dedication fees for the Sixth Addition of the development prior to final plat recording in lieu of parkland dedication. 1. Final plat. g9plan\2006 planning cases\06-26 lakmde\sixth addition\staff report final plat.doc a r 6 8 n B C S gyppp[ 8 t� "as _=moi /�^1 34 •ii0l ].fpFLmN � O 4p 8 Si n Z � I r I � �l I 5 m x SP 2 � OSI. a a N ae'esi _ 3.x.ecees W an _ a Y gg��737 a3 iI a r 6 8 n B S 8 t� • C, MEMORANDUM TO: Robert Generous, Senior Planner FROM: Jerritt Mohn, Building Official DATE: February 22, 2012 SUBJ: Review of Lakeside 6t' Addition Planning Case: 06-26 Regarding the approval notification letter, dated July 25, 2006, to John Vogelbacher, Sienna Corporation: Section C, Item number 8, must be revised to read: "Walls and projections within five feet of property lines are required to be of one- hour fire -resistive construction." This revision is necessary due to the adoption of the 2006 113C and IRC by the State of Minnesota in 2007, which changed the distance from property lines at which fire - resistive construction is required. G/plan/2006 Planning Cases/06-26lakeside/buildingofficialcomment2_22_12.doc z July 25, 2006 Mr. John Vogelbacher Sienna Corporation 4940 Viking Drive, #608 Minneapolis, MN 55435 Sixth Addition was submitted to the City on February 17, 2012 for final plat approval before the City Council on March 26, 2012. Please review these original conditions of approval and respond to Bob with comments by Wednesday, March 14, 2012. Re: Lakeside — Planning Case #06-26 Dear Mr. Vogelbacher: This letter is to notify you that on July 24, 2006, the Chanhassen City Council approved the following: A. "Rezoning of the property located within the Lakeside development, from High Density Residential District (1112) to Planned Unit Development - Residential (PUD -R) incorporating the development design standards contained within this staff report subject to the final plat approval for the Lakeside development." B. "Preliminary Plat for Lakeside, plans prepared by Pioneer Engineering, dated May 19, 2006, revised June 7, 2006, and July 17, 2007, with a revised grading plan dated July 24, 2006 and a revised tree preservation plan dated received July 24, 2006, subject to the following conditions: 1. The developer must submit a list of proposed street name(s) and an addressing plan to Chanhassen Building Official and Chanhassen Fire Marshal for review and approval prior to final plat of the property. 2. Each lot must be provided with separate sewer and water services. Additional fire hydrants will be required. Please contact the Chanhassen Fire Marshal for exact location of additional hydrants and any to be relocated. 4. A minimum buffer of 16.5 to 20 feet shall be preserved around the perimeter of the wetland. All structures (including parking lots) shall maintain a 40 -foot setback from the wetland buffer. All trails and retaining walls shall be modified to remain outside the wetland buffer. The plans shall be revised to reflect the required wetland buffer and wetland buffer setback. Wetland buffer areas shall be preserved, surveyed and staked in accordance with the City's wetland ordinance. The applicant shall install wetland buffer edge signs before construction begins and shall pay the City $20 per sign. 5. The plans shall be revised to depict the OHW of Lake Riley, which is 865.3. All structures shall be located a minimum of 75 feet from the OHW. The proposed fire pit shall be located a minimum of 75 feet from the OHW and shall be buffered from the lake by vegetation. No grading or intensive clearing of vegetation shall occur within the shore impact zone (all areas within 37.5 feet of the OHW). SCANNED Mr. John Vogelbacher • ' Lakeside — Planning Case 06-26 July 25, 2006 Page 2 6. A conditional use permit (CUP) shall be obtained from the City prior to the operation of a recreational beach lot. All existing amenities and/or structures (including any docks, existing beach that is not proposed to remain and the boat launch) on Outlot B, North Bay shall be removed. A boat launch is not permitted. The location of the building on Lot 1, Block 1 shall be adjusted to respect all drainage and utility easements. 9. The applicant shall supply details about the water feature between the rear yards of the units in Block 3, specifically the source for the water in the water feature. As an alternative to the current proposal, the applicant should consider revising the plans to utilize storm water as an amenity as part of a rain garden system in this area. 10. The applicant shall provide additional information detailing the proposed emergency overflow (EOF) route from Pond 1 to Lake Riley. 11. The grading and landscaping proposed around Pond I shall be revised to provide a flat, open area so maintenance equipment can access the flared end sections from Lake Riley Road East without damaging the retaining wall or the landscaping and without being below the NWL of the pond. 12. All storm water infrastructure, including catch basins, storm sewer pipes, manholes, flared - end sections, outlet structures, ponds and swales, shall be owned, operated and maintained by the developer and, eventually, the homeowners association. Prior to final plat recording, the developer shall enter into an agreement with the City that outlines the parameters of operation, inspection and maintenance of the storm water infrastructure. This agreement shall be transferred to the homeowners association prior to the developer relinquishing responsibility for the development. 13. The SWPPP shall be provided to the City for review by the Carver Soil and Water Conservation District. 14. The plans shall be revised to show that erosion control blanket will be installed over all areas with 3:1 slopes or steeper. 15. A stable emergency overflow (EOF) for the pond shall be provided. The EOF could consist of riprap and geotextile fabric or a turf re -enforcement mat (a permanent erosion control blanket). A typical detail shall be included in the plan. 16. Energy dissipation shall be provided for all inlets and outlets within 24 hours of installation Mr. John Vogelbacher • • Lakeside — Planning Case 06-26 July 25, 2006 Page 3 17. Wimco-type or other comparable inlet controls shall be used and installed within 24 hours of installation of the inlets. Perimeter controls and inlet protection shall be in place and maintained as needed until 70% of the vegetation is established. 18. Typical building lot controls shall be shown on the plan in a typical detail. These controls shall include perimeter controls (silt fence), rock driveways, street sweeping, inlet control and temporary mulch after final grade and prior to issuing the Certificate of Occupancy (CO). 19. The proposed storm water pond shall be used as a temporary sediment basin during mass grading. The pond shall be excavated prior to disturbing up -gradient areas. Plans shall show how the temporary basin will be constructed and how water will be diverted to the temporary basin. Berms and/or ditches may be needed to divert water to the pond, and temporary pond outlets are needed. The outlet could be a temporary perforated standpipe and rock cone. The plans shall be revised to include a detail for the temporary pond outlet. 20. The proposed silt fence along Wetland Basin B shall be Type 2 silt fence, as specified in Chanhassen Standard Detail Plate 5300. Type 1 silt fence may be used for the remainder of the site. The grading plan shall be revised to show the proposed silt fence following the grading limits for the site and shall be located outside of the required 16.5 -foot wetland buffer. Silt fence shall be placed at the proposed high water level elevation of the proposed storm water pond. 21. Street gutters and catch basins are considered "surface waters" and shall be protected from exposed soils with a positive slope within 200 linear feet. Following installation of curb and gutter, silt fence shall be installed curbside along all positive slopes to the street with exposed soils. 22. Plans shall be revised to show erosion and sediment control measures for the road ditch along Lyman Boulevard. All perimeter controls shall be inspected by the city and the SWCD prior to grading. 23. Details for concrete washout areas where drivers will wash out their trucks and how the water will be treated should be developed and included in the SWPPP. 24. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. 25. At this time, the estimated total SWMP fee, due payable to the City at the time of final plat recording, is $195,293. 26. The owner/operator of the proposed development shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency (NPDES Phase II Construction Site Permit), Minnesota Department of Natural Resources (for dewatering), Minnesota Department of Transportation, Minnesota Department of Health) and comply with their conditions of approval. Mr. John Vogelbacher 0 • Lakeside — Planning Case 06-26 July 25, 2006 Page 4 27. Tree protection fencing shall be installed prior to construction around all areas designated for preservation and/or at the edge of proposed grading limits. 28. A walk-through inspection of the silt/tree preservation fence shall be required prior to construction. 29. No burning permits shall be issued for tree removal. All trees removed on site shall be chipped and used on site or hauled off. 30. The applicant shall increase landscape plantings along the east property line to minimum bufferyard requirements. 31. No trees shall be removed behind the northwestern corner of the silt fence as shown on grading plans dated 05/19/06. 32. A total of 139 trees shall be planted in the development as required for canopy coverage. 33. All existing buildings, driveways and accessory structures must be removed before grading commences. 34. The lowest floor elevation of 106 Lakeview Road East must be field verified. 35. The high water level of the proposed pond must be minimum three feet lower than the lowest floor elevation of the adjacent homes along Lakeview Road East. 36. The high water level of the wetland must be determined. 37. The proposed grading in the northwest corner near the wetland needs to be adjusted so that the floor elevation of the homes within Lot 13, Block 2 comply with city standards. 38. Pavement grades at the following locations must be adjusted so that the grade does not exceed 7%: West of Building A, and the northern street extending from the Lakeview Road East intersection. 39. Private driveway grades shall not exceed 10%. 40. Ground (ie. non -paved) surface grades shall not be less than 2%. 41. Emergency overflow locations and elevations must be shown on the plan. 42. High point elevations between the catch basins must be shown along the east side of Block 2. 43. Each lot must be provided with separate sewer and water services. Mr. John Vogelbacher • • Lakeside — Planning Case 06-26 July 25, 2006 Page 5 44. An easement is required from the appropriate property owner for any off-site grading. The developer must receive approval from the City of Eden Prairie for grading in to the Outlot for Bearpath 3`d Addition. 45. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. 46. Building permits are required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. 47. All sanitary sewer, watermain and storm sewer within this site shall be privately owned and maintained. 48. The watermain extension from Lyman Boulevard must be wet -tapped and must be done under traffic. 49. The developer must provide ingress/egress to the North Bay residents for the duration of the utility extension within Lake Riley Road East. 50. Each new lot is subject to the sanitary sewer and water hookup changes. The 2006 trunk hookup charge is $1,575 for sanitary sewer and $4,078 for watermain. Sanitary sewer and watermain hookup fees may be specially assessed against the parcel at the time of building permit issuance. All of these charges are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance. 51. The 15 -foot wide sanitary sewer easement on the northwest side of the property must be vacated. 52. The proposed pool house must not lie within the drainage and utility easement. 53. The payment of full park dedication fees at the rate in force upon final plat approval in lieu of parkland dedication. 54. The applicant shall provide all design, engineering, construction and testing services required of the "Lyman Boulevard Trail." All construction documents shall be delivered to the Park and Recreation Director and City Engineer for approval prior to the initiation of each phase of construction. The trail shall be 10 feet in width, surfaced with bituminous material, and constructed to meet all city specifications. The applicant shall be reimbursed for the actual cost of construction materials for the Lyman Boulevard Trail. This reimbursement payment shall be made upon completion and acceptance of the trail and receipt of an invoice documenting the actual costs for the construction materials utilized in its construction. 55. The trail connection at the northeast comer of the site connecting the Lakeside area to the future Highway 212 trail and underpass, as depicted in the applicant's plans, is completed." Mr. John Vogelbacher • • Lakeside — Planning Case 06-26 July 25, 2006 Page 6 C. "Site Plan for 231 housing units and a community building with pool, plans prepared by Pioneer Engineering, dated May 19, 2006, revised June 7, 2006, and July 17, 2007, with a revised grading plan dated July 24, 2006, with a Variance for building height for the condominium units consistent with the Building elevations prepared by Harass Architects, stamped received May 26, 2006, subject to the following conditions: 1. The applicant shall enter into a site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. 2. The pool, including the pool deck, shall be relocated outside the 50 -foot setback from Lyman Boulevard. 3. Accessibility must be provided to all portions of the development and a percentage of the units may also be required to be accessible or adaptable in accordance with Minnesota State Building Code Chapter 1341. Further information is needed to determine these requirements. 4. Buildings over 8500 square feet of floor area are required to be protected with an automatic sprinkler system. For the purposes of this requirement property lines do not constitute separate buildings and the areas of basements and garages are included in the floor area threshold. 5. The buildings will be required to be designed by an architect and engineer as determined by the Building Official. 6. Demolition permits must be obtained before demolishing any structures on the site. Application for such permits must include hazardous substances investigative and proposed mitigation reports. 7. A final grading plan and soils report must be submitted to the Inspections Division before permits can be issued. 8. Walls and projections within three feet of property lines are required to be of one-hour fire - resistive construction. 9. Retaining walls over four feet high require a permit and must be designed by a professional engineer. 10. A 10 -foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure that fire hydrants can be quickly located and safely operated by firefighters. Pursuant to Chanhassen City Ordinance #9-1. 11. Yellow curbing and "No Parking Fire Lane" signs will be required. Contact Chanhassen Fire Marshal for exact location of yellow curbing and locations of signs to be installed. Mr. John Vogelbacher • • Lakeside — Planning Case 06-26 July 25, 2006 Page 7 12. Fire apparatus access roads and water supply for fire protection is required to be installed. Such protection shall be installed and made serviceable prior to and during the time of construction except when approved alternate methods of protection are provided. 13. Temporary street signs shall be installed at street intersections once construction of the new roadway allows passage of vehicles. Pursuant to 2002 Minnesota Fire code Section 501.4. 14. Fire apparatus access roads shall be designed and maintained to support the imposed load of fire apparatus and shall be serviced so as to provide all-weather driving capabilities. Pursuant to Minnesota State Fire Code Section 503.2.3. 15. No burning permits shall be issued for trees to be removed. Trees and shrubs must either be removed from site or chipped. 16. Approved fire apparatus access roads (driveways) shall be provided for every facility, building or portion of a building hereafter constructed or moved into or within the jurisdiction. The fire apparatus access roads shall comply with requirements of Section 503 and shall extend to within 150 feet of all portions of the facility or any portion of the exterior wall of the first story of the building as measured by an approved route around the exterior of the building or facility. Exceptions: Fire Marshal is authorized to increase the dimension of 150 feet where the building is equipped throughout with an approved automatic sprinkler system in accordance with Section 903.3.1.1, 903.3.1.2 or 903.3.1.3. Pursuant to Section 503.1.1 2000 Minnesota Fire Code." D. "Conditional Use Permit for a recreational beach lot with a Variance from the requirement that 80 percent of the units within 1,000 feet of the recreational beach lot, plans prepared by Pioneer Engineering, dated May 19, 2006, revised June 7, 2006, subject to the following conditions: 1. A conditional use permit (CUP) shall be obtained from the City prior to the operation of a recreational beach lot. 2. The plans shall be revised to depict the OHW of Lake Riley, which is 865.3. All structures shall be located a minimum of 75 feet from the OHW. The proposed fire pit shall be located a minimum of 75 feet from the OHW and shall be buffered from the lake by vegetation. No grading or intensive clearing of vegetation shall occur within the shore impact zone (all areas within 37.5 feet of the OHW). 3. The area of Outlot B shall be recalculated to include only the area within the outlot above the OHW. The amount of shoreline for Outlot B shall be calculated along the OHW. The number of docks and slips permitted by the conditional use permit for the beach lot shall not exceed the number of docks and slips allowable by City Code for the actual beach lot area and frontage. Mr. John Vogelbacher • Lakeside — Planning Case 06-26 July 25, 2006 Page 8 4. All existing amenities and/or structures (including any docks, existing beach that is not proposed to remain and the boat launch) on Outlot B, North Bay shall be removed. A boat launch is not permitted. 5. The applicant shall work with staff on the design of and materials for proposed path from Lyman Boulevard to the dock to minimize the impacts of runoff from the path to the shoreline and Lake Riley. 6. The proposed walking path along the shoreline shall be made of a pervious surface such as mulch, crushed rock or turf grass and shall not be located below the OHW. Special attention shall be paid to ensure that the path materials are not prone to erosion. The plans shall be revised to show the woodland gardens above the OHW of Lake Riley. 7. An individual permit shall be obtained from the DNR for any beach sand applications that do not meet the DNR standards for sand blanket applications without an individual permit. 8. One beach area shall be permitted to minimize impacts to the lake and to adjacent residents. 9. The applicant shall work with staff on the placement of the beach lot infrastructure to preserve as many of the existing trees in that area as possible. A survey of the area with the tree locations will be required and used to facilitate tree preservation. The applicant shall also work with staff on the location of the woodland path and woodland gardens along the path.,, Enclosed is a site plan agreement that must be executed by Sienna Corporation. Return the agreement to me for city execution and recording at Carver County within 120 days of the approval (by December 1, 2006). If there is a separate property owner, they will need to sign the consent page at the end of the agreement. If there is a separate mortgage holder, they will need to sign the mortgage holder consent page. The required security specified in the site plan agreement shall be submitted prior to the city issuing a building permit. A copy of the executed agreement will be returned for your files. Demolition permits must be obtained before demolishing any structures on the site. Application for such permits must include hazardous substances investigative and proposed mitigation reports. Final plat documents must be submitted to the City three weeks prior to the City Council meeting in which you wish to have your final plat approved. Enclosed is the list of items required for submittal for final plat approval. Prior to beginning any site grading or utility construction, you must receive approval from the City of Eden Prairie for grading into the Outlot for Bearpath 3rd Addition and provide the City of Chanhassen with confirmation of such approval. In addition, you will need to either execute the site plan agreement or the development contract before beginning site development. 0 0 Mr. John Vogelbacher Lakeside — Planning Case 06-26 July 25, 2006 Page 9 If you have any questions or need additional information, please contact me at (952) 227-1131 or bp,enerousna,ci.chanhassen.mn.us Sincerely, Robert Generous, AICP Senior Planner Enclosures c: Steve Liefschultz, Lakeview Hills, LLC Janet Jeremiah, City of Eden Prairie (with plans) ec: Kate Aanenson, Community Development Director Alyson Fauske, Assistance City Engineer Todd Gerhardt, City Manager Jerry Mohn, Building Official gAp1an\2006 planning cases\06-26 lakeside\spproval letterAm July 25, 2006 Mr. John Vogelbacher Sienna Corporation 4940 Viking Drive, #608 Minneapolis, MN 55435 Alyson/Terry/Todd HJMark/Jerry: Lakeside Sixth Addition was submitted to the City on February 17, 2012 for final plat approval before the City Council on March 26, 2012. Please review these original conditions of approval and respond to Bob with comments by Wednesday, March 14, 2012. Re: Lakeside — Planning Case #06-26 Dear Mr. Vogelbacher: This letter is to notify you that on July 24, 2006, the Chanhassen City Council approved the following: A. "Rezoning of the property located within the Lakeside development, from High Density Residential District (R12) to Planned Unit Development - Residential (PUD -R) incorporating the development design standards contained within this staff report subject to the final plat approval for the Lakeside development." B. "Preliminary Plat for Lakeside, plans prepared by Pioneer Engineering, dated May 19, 2006, revised June 7, 2006, and July 17, 2007, with a revised grading plan dated July 24, 2006 and a revised tree preservation plan dated received July 24, 2006, subject to the following conditions: The developer must submit a list of proposed street name(s) and an addressing plan to Chanhassen Building Official and Chanhassen Fire Marshal for review and approval prior to final plat of the property. 2. Each lot must be provided with separate sewer and water services. 3. Additional fire hydrants will be required. Please contact the Chanhassen Fire Marshal for exact location of additional hydrants and any to be relocated. 4. A minimum buffer of 16.5 to 20 feet shall be preserved around the perimeter of the wetland. All structures (including parking lots) shall maintain a 40 -foot setback from the wetland buffer. All trails and retaining walls shall be modified to remain outside the wetland buffer. The plans shall be revised to reflect the required wetland buffer and wetland buffer setback. Wetland buffer areas shall be preserved, surveyed and staked in accordance with the City's wetland ordinance. The applicant shall install wetland buffer edge signs before construction begins and shall pay the City $20 per sign. 5. The plans shall be revised to depict the OHW of Lake Riley, which is 865.3. All structures shall be located a minimum of 75 feet from the OHW. The proposed fire pit shall be located a minimum of 75 feet from the OHW and shall be buffered from the lake by vegetation. No grading or intensive clearing of vegetation shall occur within the shore impact zone (all areas within 37.5 feet of the OHW). Mr. John Vogelbacher • • Lakeside — Planning Case 06-26 July 25, 2006 Page 2 6. A conditional use permit (CUP) shall be obtained from the City prior to the operation of a recreational beach lot. 7. All existing amenities and/or structures (including any docks, existing beach that is not proposed to remain and the boat launch) on Outlot B, North Bay shall be removed. A boat launch is not permitted. 8. The location of the building on Lot 1, Block 1 shall be adjusted to respect all drainage and utility easements. 9. The applicant shall supply details about the water feature between the rear yards of the units N6ecw, n in Block 3, specifically the source for the water in the water feature. As an alternative to the RPr� t'" current proposal, the applicant should consider revising the plans to utilize storm water as an amenity as part of a rain garden system in this area. nt r� cat 1.0. The applicant shall provide additional information detailing the proposed emergency h1ruf f overflow (EOF) route from Pond I to Lake Riley. 'isgiaV Siiv. 11. The grading and landscaping proposed around Pond 1 shall be revised to provide a flat, open area so maintenance equipment can access the flared end sections from Lake Riley Road East without damaging the retaining wall or the landscaping and without being below the NWL of the pond. 12. All storm water infrastructure, including catch basins, storm sewer pipes, manholes, flared - end sections, outlet structures, ponds and swales, shall be owned, operated and maintained by the developer and, eventually, the homeowners association. Prior to final plat recording, the developer shall enter into an agreement with the City that outlines the parameters of operation, inspection and maintenance of the storm water infrastructure. This agreement shall be transferred to the homeowners association prior to the developer relinquishing responsibility for the development. Cmc. n:�w s*a, -13. The SWPPP shall be provided to the City for review by the Carver Soil and Water Conservation District. 14. The plans shall be revised totes# w th* erosion control blankgwill be installed over all areas with 3:1 slopes or steeper.. 1r, v, d,. v,. Z` .M.oM1 hE7 15. A stable emergency overflow (EOF) for the pond shall be provided. The EOF could consist of riprap and geotextile fabric or a turf re -enforcement mat (a permanent erosion control blanket). A typical detail shall be included in the plan. co wMwa 16. Energy dissipation shall be provided for all inlets and outlets within 24 hours of installation ;11u hftur.j Mr. John Vogelbacher • • Lakeside — Planning Case 06-26 July 25, 2006 Page 3 17. Wimco-type or other comparable inlet controls shall be used and installed within 24 hours of installation of the inlets. Perimeter controls and inlet protection shall be in place and maintained as needed until 701/6 of the vegetation is established. 18. Typical building lot controls shall be shown on the plan in a typical detail. These controls shall include perimeter controls (silt fence), rock driveways, street sweeping, inlet control and temporary mulch after final grade and prior to issuing the Certificate of Occupancy (CO). -19. The proposed storm water pond shall be used as a temporary sediment basin during mass grading. The pond shall be excavated prior to disturbing up -gradient areas. Plans shall show ` ua how the tem basin will be constructed and how water will be diverted to the pommy temporary basin. Berms and/or ditches may be needed to divert water to the pond, and temporary pond outlets are needed. The outlet could be a temporary perforated standpipe and rock cone. The plans shall be revised to include a detail for the temporary pond outlet. * •. ,, � - 20. The proposed silt fence along Wetland Basin B shall be Type 2 silt fence, as specified in Chanhassen Standard Detail Plate 5300. Type 1 silt fence may be used for the remainder of the site. The grading plan shall be revised to show the proposed silt fence following the grading limits for the site and shall be located outside of the required 16.5 -foot wetland buffer. Silt fence shall be placed at the proposed high water level elevation of the proposed storm water pond. 21. Street gutters and catch basins are considered "surface watQj's4. " and shall }�t�{^c, nrotect�ed from in•_L iXfUES Witi+.. t`t tioVCi of gnnu- len exposed soils with a positive slope within 200 linear and Batter; silt fence shall be installed curbside along all positive slopes to the street with exposed -soils. r 5 . 22. Plans shall be revised to show erosion and sediment control measures for the road ditch along Lyman Boulevard. All perimeter controls shall be inspected by the city and the SWCD prior to grading. 23. Details for concrete washout areas where drivers will wash out their trucks and how the ketWE' water will be treated should be developed and included in the SWPPP. �•- r24. Street cleaning of soil tracked onto public streets shall include daily street scraping and street t ► sweeping as needed. 25. At this time, the estimated total SWMP fee, due payable to the City at the time of final plat & recording, is $393;293% zo ayo. '6. The owner/operator of the proposed development shall apply for and obtain'permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency (NPDES Phase II Construction Site Permit), Minnesota Department of Natural Resources (for dewatering), Minnesota Department of Transportation, Minnesota Department of Health) and comply with their conditions of approval. Mr. John Vogelbacher • • Lakeside — Planning Case 06-26 July 25, 2006 Page 4 27. Tree protection fencing shall be installed prior to construction around all areas designated for preservation and/or at the edge of proposed grading limits. sr�. i a. 28. A walk-through inspection of the silt/tree preservation fence shall be required prior to �"E' construction. 29. No burning permits shall be issued for tree removal. All trees removed on site shall be chipped and used on site or hauled off. 30. The applicant shall increase landscape plantings along the east property line to minimum bufferyard requirements. 31. No trees shall be removed behind the northwestern comer of the silt fence as shown on grading plans dated 05/19/06. 32. A total of 139 trees shall be planted in the development as required for canopy coverage. 33. All existing buildings, driveways and accessory structures must be removed before grading commences. �aesim o. 34. The lowest floor elevation of 106 Lakeview Road East must be field verified. "DI -ns,. 35. The high water level of the proposed pond must be minimum three feet lower than the lowest rw" floor elevation of the adjacent homes along Lakeview Road East. 9 0 " 36. The high water level of the wetland must be determined. moo^ -37. The proposed grading in the northwest comer near the wetland needs to be adjusted so that the floor elevation of the homes within Lot 13, Block 2 comply with city standards. SAS Ns/ Air -h 'Dot> "0 UJIL 38. Pavement grades at the following locations must be adjusted so that the grade does not exceed 7%: West of Building A, and the northern street extending from the Lakeview Road East intersection. 39. Private driveway grades shall not exceed 10%. 40. Ground (ie. non -paved) surface grades shall not be less than 2%. 41. Emergency overflow locations and elevations must be shown on the plan. '�42. High point elevations between the catch basins must be shown along the east side of Block 2. 43. Each lot must be provided with separate sewer and water services. Mr. John Vogelbacher • • Lakeside — Planning Case 06-26 July 25, 2006 Page 5 44. An easement is required from the appropriate property owner for any off-site grading. The developer must receive approval from the City of Eden Prairie for grading in to the Outlot for Bearpath P Addition. 45. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. 46. Building permits are required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota 47. All sanitary sewer, watermain and storm sewer within this site shall be privately owned and maintained. 48. The watermain extension from Lyman Boulevard must be wet -tapped and must be done under traffic. 49. The developer must provide ingress/egress to the North Bay residents for the duration of the utility extension within Lake Riley Road East. 50. Each new lot is subject to the sanitary sewer and water hookup charges. The 2006 trunk hookup charge is $1,575 for sanitary sewer and $4,078 for watermain. Sanitary sewer and watermain hookup fees may be specially assessed against the parcel at the time of building permit issuance. All of these charges are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance. 51. The 15 -foot wide sanitary sewer easement on the northwest side of the property must be vacated. 52. The proposed pool house must not lie within the drainage and utility easement. 53. The payment of full park dedication fees at the rate in force upon final plat approval in lieu of parkland dedication. 54. The applicant shall provide all design, engineering, construction and testing services required of the "Lyman Boulevard Trail." All construction documents shall be delivered to the Park and Recreation Director and City Engineer for approval prior to the initiation of each phase of construction. The trail shall be 10 feet in width, surfaced with bituminous material, and constructed to meet all city specifications. The applicant shall be reimbursed for the actual cost of construction materials for the Lyman Boulevard Trail. This reimbursement payment shall be made upon completion and acceptance of the trail and receipt of an invoice documenting the actual costs for the construction materials utilized in its construction. 55. The trail connection at the northeast corner of the site connecting the Lakeside area to the future Highway 212 trail and underpass, as depicted in the applicant's plans, is completed." Mr. John Vogelbacher • • Lakeside — Planning Case 06-26 July 25, 2006 Page 6 C. "Site Plan for 231 housing units and a community building with pool, plans prepared by Pioneer Engineering, dated May 19, 2006, revised June 7, 2006, and July 17, 2007, with a revised grading plan dated July 24, 2006, with a Variance for building height for the condominium units consistent with the Building elevations prepared by Harriss Architects, stamped received May 26, 2006, subject to the following conditions: 1. The applicant shall enter into a site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. 2. The pool, including the pool deck, shall be relocated outside the 50 -foot setback from Lyman Boulevard. 3. Accessibility must be provided to all portions of the development and a percentage of the units may also be required to be accessible or adaptable in accordance with Minnesota State Building Code Chapter 1341. Further information is needed to determine these requirements. 4. Buildings over 8500 square feet of floor area are required to be protected with an automatic sprinkler system. For the purposes of this requirement property lines do not constitute separate buildings and the areas of basements and garages are included in the floor area threshold_ 5. The buildings will be required to be designed by an architect and engineer as determined by the Building Official. 6. Demolition permits must be obtained before demolishing any structures on the site. Application for such permits must include hazardous substances investigative and proposed mitigation reports. 7. A final grading plan and soils report must be submitted to the Inspections Division before permits can be issued. 8. Walls and projections within three feet of property lines are required to be of one-hour fire - resistive construction. 9. Retaining walls over four feet high require a permit and must be designed by a professional engineer. 10. A 10 -foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure that fire hydrants can be quickly located and safely operated by firefighters. Pursuant to Chanhassen City Ordinance #9-1. 11. Yellow curbing and "No Parking Fire Lane" signs will be required. Contact Chanhassen Fire Marshal for exact location of yellow curbing and locations of signs to be installed. Mr. John Vogelbacher • • Lakeside — Planning Case 06-26 July 25, 2006 Page 7 12. Fire apparatus access roads and water supply for fire protection is required to be installed. Such protection shall be installed and made serviceable prior to and during the time of construction except when approved alternate methods of protection are provided. 13. Temporary street signs shall be installed at street intersections once construction of the new roadway allows passage of vehicles. Pursuant to 2002 Minnesota Fire code Section 501.4. 14. Fire apparatus access roads shall be designed and maintained to support the imposed load of fire apparatus and shall be serviced so as to provide all-weather driving capabilities. Pursuant to Minnesota State Fire Code Section 503.2.3. 15. No burning permits shall be issued for trees to be removed. Trees and shrubs must either be removed from site or chipped. 16. Approved fire apparatus access roads (driveways) shall be provided for every facility, building or portion of a building hereafter constructed or moved into or within the jurisdiction. The fie apparatus access roads shall comply with requirements of Section 503 and shall extend to within 150 feet of all portions of the facility or any portion of the exterior wall of the first story of the building as measured by an approved route around the exterior of the building or facility. Exceptions: Fire Marshal is authorized to increase the dimension of 150 feet where the building is equipped throughout with an approved automatic sprinkler system in accordance with Section 903.3.1.1, 903.3.1.2 or 903.3.1.3. Pursuant to Section 503.1.1 2000 Minnesota Fire Code." D. "Conditional Use Permit for a recreational beach lot with a Variance from the requirement that 80 percent of the units within 1,000 feet of the recreational beach lot, plans prepared by Pioneer Engineering, dated May 19, 2006, revised June 7, 2006, subject to the following conditions: 1. A conditional use permit (CUP) shall be obtained from the City prior to the operation of a recreational beach lot. 2. The plans shall be revised to depict the OHW of Lake Riley, which is 865.3. All structures shall be located a minimum of 75 feet from the OHW. The proposed fire pit shall be located a minimum of 75 feet from the OHW and shall be buffered from the lake by vegetation. No grading or intensive clearing of vegetation shall occur within the shore impact zone (all areas within 37.5 feet of the OHW). 3. The area of Outlot B shall be recalculated to include only the area within the outlot above the OHW. The amount of shoreline for Outlot B shall be calculated along the OHW. The number of docks and slips permitted by the conditional use permit for the beach lot shall not exceed the number of docks and slips allowable by City Code for the actual beach lot area and frontage. Mr. John Vogelbacher • • Lakeside — Planning Case 06-26 July 25, 2006 Page 8 4. All existing amenities and/or structures (including any docks, existing beach that is not proposed to remain and the boat launch) on Outlot B, North Bay shall be removed. A boat launch is not permitted. 5. The applicant shall work with staff on the design of and materials for proposed path from Lyman Boulevard to the dock to minimize the impacts of runoff from the path to the shoreline and Lake Riley. 6. The proposed walking path along the shoreline shall be made of a pervious surface such as mulch, crushed rock or turf grass and shall not be located below the OHW. Special attention shall be paid to ensure that the path materials are not prone to erosion. The plans shall be revised to show the woodland gardens above the OHW of Lake Riley. 7. An individual permit shall be obtained from the DNR for any beach sand applications that do not meet the DNR standards for sand blanket applications without an individual permit. 8. One beach area shall be permitted to minimize impacts to the lake and to adjacent residents. 9. The applicant shall work with staff on the placement of the beach lot infrastructure to preserve as many of the existing trees in that area as possible. A survey of the area with the tree locations will be required and used to facilitate tree preservation. The applicant shall also work with staff on the location of the woodland path and woodland gardens along the path.,, Enclosed is a site plan agreement that must be executed by Sienna Corporation. Return the agreement to me for city execution and recording at Carver County within 120 days of the approval (by December 1, 2006). If there is a separate property owner, they will need to sign the consent page at the end of the agreement. If there is a separate mortgage holder, they will need to sign the mortgage holder consent page. The required security specified in the site plan agreement shall be submitted prior to the city issuing a building permit. A copy of the executed agreement will be returned for your files. Demolition permits must be obtained before demolishing any structures on the site. Application for such permits must include hazardous substances investigative and proposed mitigation reports. Final plat documents must be submitted to the City three weeks prior to the City Council meeting in which you wish to have your final plat approved. Enclosed is the list of items required for submittal for final plat approval. Prior to beginning any site grading or utility construction, you must receive approval from the City of Eden Prairie for grading into the Outlot for Bearpath 3rd Addition and provide the City of Chanhassen with confirmation of such approval. In addition, you will need to either execute the site plan agreement or the development contract before beginning site development. Mr. John Vogelbacher • • Lakeside — Planning Case 06-26 July 25, 2006 Page 9 If you have any questions or need additional information, please contact me at (952) 227-1131 or bgenerous@ci.chanhassen.mn.us Sincerely, Robert Generous, AICP Senior Planner Enclosures c: Steve Liefschultz, Lakeview Hills, LLC Janet Jeremiah, City of Eden Prairie (with plans) cc: Kate Aanenson, Community Development Director Alyson Fauske, Assistance City Engineer Todd Gerhardt, City Manager Jerry Mohn, Building Official g:\plan\2006 planning cases\06-26 lakesidelspproval ktta.doc V July 25, 2006 Mr. John Vogelbacher Sienna Corporation 4940 Viking Drive, #608 Minneapolis, MN 55435 Al sowTerrv/Podd H./Mark/Jerry: Lakeside Sixth Addition was submitted to the City on February 17, 2012 for final plat approval before the City Council on March 26, 2012. Please review these original conditions of approval and respond to Bob with comments by Wednesday, March 14, 2012. Re: Lakeside — Planning Case #06-26 Dear Mr. Vogelbacher: This letter is to notify you that on July 24, 2006, the Chanhassen City Council approved the following: A. "Rezoning of the property located within the Lakeside development, from High Density Residential District (R12) to Planned Unit Development - Residential (PUD -R) incorporating the development design standards contained within this staff report subject to the final plat approval for the Lakeside development." B. "Preliminary Plat for Lakeside, plans prepared by Pioneer Engineering, dated May 19, 2006, revised June 7, 2006, and July 17, 2007, with a revised grading plan dated July 24, 2006 and a revised tree preservation plan dated received July 24, 2006, subject to the following conditions: 1. The developer must submit a list of proposed street name(s) and an addressing plan to Chanhassen Building Official and Chanhassen Fire Marshal for review and approval prior to final plat of the property. 2. Each lot must be provided with separate sewer and water services. 3. Additional fire hydrants will be required. Please contact the Chanhassen Fire Marshal for exact location of additional hydrants and any to be relocated. 4. A minimum buffer of 16.5 to 20 feet shall be preserved around the perimeter of the wetland. All structures (including parking lots) shall maintain a 40 -foot setback from the wetland buffer. All trails and retaining walls shall be modified to remain outside the wetland buffer. The plans shall be revised to reflect the required wetland buffer and wetland buffer setback. Wetland buffer areas shall be preserved, surveyed and staked in accordance with the City's wetland ordinance. The applicant shall install wetland buffer edge signs before construction begins and shall pay the City $20 per sign. 5. The plans shall be revised to depict the OHW of Lake Riley, which is 865.3. All structures shall be located a minimum of 75 feet from the OHW. The proposed fire pit shall be located a minimum of 75 feet from the OHW and shall be buffered from the lake by vegetation. No grading or intensive clearing of vegetation shall occur within the shore impact zone (all areas within 37.5 feet of the OHW). Mr. John Vogelbacher • • Lakeside — Planning Case 06-26 July 25, 2006 Page 2 6. A conditional use permit (CUP) shall be obtained from the City prior to the operation of a recreational beach lot. All existing amenities and/or structures (including any docks, existing beach that is not proposed to remain and the boat launch) on Outlot B, North Bay shall be removed. A boat launch is not permitted. 8. The location of the building on Lot 1, Block 1 shall be adjusted to respect all drainage and utility easements. 9. The applicant shall supply details about the water feature between the rear yards of the units in Block 3, specifically the source for the water in the water feature. As an alternative to the current proposal, the applicant should consider revising the plans to utilize storm water as an amenity as part of a rain garden system in this area. 10. The applicant shall provide additional information detailing the proposed emergency overflow (EOF) route from Pond 1 to Lake Riley. 11. The grading and landscaping proposed around Pond l shall be revised to provide a flat, open area so maintenance equipment can access the flared end sections from Lake Riley Road East without damaging the retaining wall or the landscaping and without being below the NWL of the pond. 12. All storm water infrastructure, including catch basins, storm sewer pipes, manholes, flared - end sections, outlet structures, ponds and swales, shall be owned, operated and maintained by the developer and, eventually, the homeowners association. Prior to final plat recording, the developer shall enter into an agreement with the City that outlines the parameters of operation, inspection and maintenance of the storm water infrastructure. This agreement shall be transferred to the homeowners association prior to the developer relinquishing responsibility for the development. 13. The SWPPP shall be provided to the City for review by the Carver Soil and Water Conservation District. 14. The plans shall be revised to show that erosion control blanket will be installed over all areas with 3:1 slopes or steeper. 15. A stable emergency overflow (EOF) for the pond shall be provided. The EOF could consist of riprap and geotextile fabric or a turf re -enforcement mat (a permanent erosion control blanket). A typical detail shall be included in the plan. 16. Energy dissipation shall be provided for all inlets and outlets within 24 hours of installation Mr. John Vogelbacher • • Lakeside — Planning Case 06-26 July 25, 2006 Page 3 17. Wimco-type or other comparable inlet controls shall be used and installed within 24 hours of installation of the inlets. Perimeter controls and inlet protection shall be in place and maintained as needed until 70% of the vegetation is established. 18. Typical building lot controls shall be shown on the plan in a typical detail. These controls shall include perimeter controls (silt fence), rock driveways, street sweeping, inlet control and temporary mulch after final grade and prior to issuing the Certificate of Occupancy (CO). 19. The proposed storm water pond shall be used as a temporary sediment basin during mass grading. The pond shall be excavated prior to disturbing up -gradient areas_ Plans shall show how the temporary basin will be constructed and how water will be diverted to the temporary basin. Berms and/or ditches may be needed to divert water to the pond, and temporary pond outlets are needed. The outlet could be a temporary perforated standpipe and rock cone. The plans shall be revised to include a detail for the temporary pond outlet. 20. The proposed silt fence along Wetland Basin B shall be Type 2 silt fence, as specified in Chanhassen Standard Detail Plate 5300. Type 1 silt fence may be used for the remainder of the site. The grading plan shall be revised to show the proposed silt fence following the grading limits for the site and shall be located outside of the required 16.5 -foot wetland buffer. Silt fence shall be placed at the proposed high water level elevation of the proposed storm water pond. 21. Street gutters and catch basins are considered "surface waters" and shall be protected from exposed soils with a positive slope within 200 linear feet. Following installation of curb and gutter, silt fence shall be installed curbside along all positive slopes to the street with exposed soils. 22. Plans shall be revised to show erosion and sediment control measures for the road ditch along Lyman Boulevard. All perimeter controls shall be inspected by the city and the SWCD prior to grading. 23. Details for concrete washout areas where drivers will wash out their trucks and how the water will be treated should be developed and included in the SWPPP. 24. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. 25. At this time, the estimated total SWMP fee, due payable to the City at the time of final plat recording, is $195293. 26. The owner/operator of the proposed development shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency (NPDES Phase II Construction Site Permit), Minnesota Department of Natural Resources (for dewatering), Minnesota Department of Transportation, Minnesota Department of Health) and comply with their conditions of approval. Mr. John Vogelbacher • • Lakeside — Planning Case 06-26 July 25, 2006 Page 4 27. Tree protection fencing shall be installed prior to construction around all areas designated for preservation and/or at the edge of proposed grading limits. 28. A walk-through inspection of the silt/tree preservation fence shall be required prior to construction. 29. No burning permits shall be issued for tree removal. All trees removed on site shall be chipped and used on site or hauled off. 30. The applicant shall increase landscape plantings along the east property line to minimum bufferyard requirements. 31. No trees shall be removed behind the northwestern comer of the silt fence as shown on grading plans dated 05/19/06. 32. A total of 139 trees shall be planted in the development as required for canopy coverage. 33. All existing buildings, driveways and accessory structures must. be removed before grading commences. 34. The lowest floor elevation of 106 Lakeview Road East must be field verified. 35. The high water level of the proposed pond must be minimum three feet lower than the lowest floor elevation of the adjacent homes along Lakeview Road East. 36. The high water level of the wetland must be determined. 37. The proposed grading in the northwest corner near the wetland needs to be adjusted so that the floor elevation of the homes within Lot 13, Block 2 comply with city standards - 3 8. tandards_ 38. Pavement grades at the following locations must be adjusted so that the grade does not exceed 7%: West of Building A, and the northern street extending from the Lakeview Road East intersection. 39. Private driveway grades shall not exceed 10%. 40. Ground (ie. non -paved) surface grades shall not be less than 2%. 41. Emergency overflow locations and elevations must be shown on the plan. 42. High point elevations between the catch basins must be shown along the east side of Block 2. 43. Each lot must be provided with separate sewer and water services. Mr. John Vogelbacher • • Lakeside — Planning Case 06-26 July 25, 2006 Page 5 44. An easement is required from the appropriate property owner for any off-site grading. The developer must receive approval from the City of Eden Prairie for grading in to the Outlot for Bearpath 3`d Addition. 45. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. 46. Building permits are required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. 47. All sanitary sewer, watermain and storm sewer within this site shall be privately owned and maintained. 48. The watermain extension from Lyman Boulevard must be wet -tapped and must be done under traffic. 49. The developer must provide ingress/egress to the North Bay residents for the duration of the utility extension within Lake Riley Road East. 50. Each new lot is subject to the sanitary sewer and water hookup charges. The 2006 trunk hookup charge is $1,575 for sanitary sewer and $4,078 for watermain. Sanitary sewer and watermain hookup fees may be specially assessed against the parcel at the time of building permit issuance. All of these charges are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance. 51. The 15 -foot wide sanitary sewer easement on the northwest side of the property must be vacated. 52. The proposed pool house must not lie within the drainage and utility easement. 53. The payment of full park dedication fees at the rate in force upon final plat approval in lieu of parkland dedication. 54. The applicant shall provide all design, engineering, construction and testing services required of the "Lyman Boulevard Trail." All construction documents shall be delivered to the Park and Recreation Director and City Engineer for approval prior to the initiation of each phase of construction. The trail shall be 10 feet in width, surfaced with bituminous material, and constructed to meet all city specifications. The applicant shall be reimbursed for the actual cost of construction materials for the Lyman Boulevard Trail. This reimbursement payment shall be made upon completion and acceptance of the trail and receipt of an invoice documenting the actual costs for the construction materials utilized in its construction. 55. The trail connection at the northeast corner of the site connecting the Lakeside area to the future Highway 212 trail and underpass, as depicted in the applicant's plans, is completed." Mr. John Vogelbacher • • Lakeside — Planning Case 06-26 July 25, 2006 Page 6 C. "Site Plan for 231 housing units and a community building with pool, plans prepared by Pioneer Engineering, dated May 19, 2006, revised June 7, 2006, and July 17, 2007, with a revised grading plan dated July 24, 2006, with a Variance for building height for the condominium units consistent with the Building elevations prepared by Harriss Architects, stamped received May 26, 2006, subject to the following conditions: I . The applicant shall enter into a site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. 2. The pool, including the pool deck, shall be relocated outside the 50 -foot setback from Lyman Boulevard. 3. Accessibility must be provided to all portions of the development and a percentage of the units may also be required to be accessible or adaptable in accordance with Minnesota State Building Code Chapter 1341. Further information is needed to determine these requirements. 4. Buildings over 8500 square feet of floor area are required to be protected with an automatic sprinkler system. For the purposes of this requirement property lines do not constitute separate buildings and the areas of basements and garages are included in the floor area threshold. 5. The buildings will be required to be designed by an architect and engineer as determined by the Building Official. 6. Demolition permits must be obtained before demolishing any structures on the site. Application for such permits must include hazardous substances investigative and proposed mitigation reports. 7. A final grading plan and soils report must be submitted to the Inspections Division before permits can be issued. 8. Walls and projections within three feet of property lines are required to be of one-hour fire - resistive construction. 9. Retaining walls over four feet high require a permit and must be designed by a professional engineer. 10. A 10 -foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure that fire hydrants can be quickly located and safely operated by firefighters. Pursuant to Chanhassen City Ordinance #9-1. 11. Yellow curbing and "No Parking Fire Lane" signs will be required. Contact Chanhassen Fire Marshal for exact location of yellow curbing and locations of signs to be installed. Mr. John Vogelbacher • • Lakeside — Planning Case 06-26 July 25, 2006 Page 7 12. Fire apparatus access roads and water supply for fire protection is required to be installed. Such protection shall be installed and made serviceable prior to and during the time of construction except when approved alternate methods of protection are provided. 13. Temporary street signs shall be installed at street intersections once construction of the new roadway allows passage of vehicles. Pursuant to 2002 Minnesota Fire code Section 501.4. 14. Fire apparatus access roads shall be designed and maintained to support the imposed load of fire apparatus and shall be serviced so as to provide all-weather driving capabilities. Pursuant to Minnesota State Fire Code Section 503.2.3. 15. No burning permits shall be issued for trees to be removed. Trees and shrubs must either be removed from site or chipped. 16. Approved fire apparatus access roads (driveways) shall be provided for every facility, building or portion of a building hereafter constructed or moved into or within the jurisdiction. The fire apparatus access roads shall comply with requirements of Section 503 and shall extend to within 150 feet of all portions of the facility or any portion of the exterior wall of the first story of the building as measured by an approved route around the exterior of the building or facility. Exceptions: Fire Marshal is authorized to increase the dimension of 150 feet where the building is equipped throughout with an approved automatic sprinkler system in accordance with Section 903.3.1.1, 903.3.1.2 or 903.3.1.3. Pursuant to Section 503.1.1 2000 Minnesota Fire Code." D. "Conditional Use Permit for a recreational beach lot with a Variance from the requirement that 80 percent of the units within 1,000 feet of the recreational beach lot, plans prepared by Pioneer Engineering, dated May 19, 2006, revised June 7, 2006, subject to the following conditions: 1. A conditional use permit (CUP) shall be obtained from the City prior to the operation of a recreational beach lot. 2. The plans shall be revised to depict the OHW of Lake Riley, which is 865.3. All structures shall be located a minimum of 75 feet from the OHW. The proposed fire pit shall be located a minimum of 75 feet from the OHW and shall be buffered from the lake by vegetation. No grading or intensive clearing of vegetation shall occur within the shore impact zone (all areas within 37.5 feet of the OHW). 3. The area of Outlot B shall be recalculated to include only the area within the outlot above the OHW. The amount of shoreline for Outlot B shall be calculated along the OHW. The number of docks and slips permitted by the conditional use permit for the beach lot shall not exceed the number of docks and slips allowable by City Code for the actual beach lot area and frontage. Mr. John Vogelbacher • • Lakeside — Planning Case 06-26 July 25, 2006 Page 8 4. All existing amenities and/or structures (including any docks, existing beach that is not proposed to remain and the boat launch) on Outlot B, North Bay shall be removed. A boat launch is not permitted. 5. The applicant shall work with staff on the design of and materials for proposed path from Lyman Boulevard to the dock to minimize the impacts of runoff from the path to the shoreline and Lake Riley. 6. The proposed walking path along the shoreline shall be made of a pervious surface such as mulch, crushed rock or turf grass and shall not be located below the OHW. Special attention shall be paid to ensure that the path materials are not prone to erosion. The plans shall be revised to show the woodland gardens above the OHW of Lake Riley. 7. An individual permit shall be obtained from the DNR for any beach sand applications that do not meet the DNR standards for sand blanket applications without an individual permit. 8. One beach area shall be permitted to minimize impacts to the lake and to adjacent residents. 9. The applicant shall work with staff on the placement of the beach lot infrastructure to preserve as many of the existing trees in that area as possible. A survey of the area with the tree locations will be required and used to facilitate tree preservation. The applicant shall also work with staff on the location of the woodland path and woodland gardens along the path.,, Enclosed is a site plan agreement that must be executed by Sienna Corporation. Return the agreement to me for city execution and recording at Carver County within 120 days of the approval (by December 1, 2006). If there is a separate property owner, they will need to sign the consent page at the end of the agreement. If there is a separate mortgage holder, they will need to sign the mortgage holder consent page. The required security specified in the site plan agreement shall be submitted prior to the city issuing a building permit. A copy of the executed agreement will be returned for your files. Demolition permits must be obtained before demolishing any structures on the site. Application for such permits must include hazardous substances investigative and proposed mitigation reports. Final plat documents must be submitted to the City three weeks prior to the City Council meeting in which you wish to have your final plat approved. Enclosed is the list of items required for submittal for final plat approval. Prior to beginning any site grading or utility construction, you must receive approval from the City of Eden Prairie for grading into the Outlot for Bearpath 3rd Addition and provide the City of Chanhassen with confirmation of such approval. In addition, you will need to either execute the site plan agreement or the development contract before beginning site development. ljm Mr. John Vogelbacher • • Lakeside — Planning Case 06-26 July 25, 2006 Page 9 If you have any questions or need additional information, please contact me at (952) 227-1131 or bgenerous@ci.chanhassen.mn.us Sincerely, Robert Generous, AICP Senior Planner Enclosures c: Steve Liefschultz, Lakeview Hills, LLC Janet Jeremiah, City of Eden Prairie (with plans) ec: Kate Aanenson, Community Development Director Alyson Fauske, Assistance City Engineer Todd Gerhardt, City Manager Jerry Mohn, Building Official g:\p1an\2006 planting cases\06-26 lakesid6approval leaffA c Alyson/'Ferry/1'odd HJMark/Jerrv: Lakeside Sixth Addition Vs submitted to the City on February 17, 2012 for final plat approval before July 25, 2006 the City Council on March 26, 2012. Please review these original conditions of approval and respond to Bob with comments by Wednesday, March 14, 2012. Mr. John Vogelbacher Sienna Corporation 4940 Viking Drive, #608 Minneapolis, MN 55435 Re: Lakeside — Planning Case #06-26 Dear Mr. Vogelbacher: This letter is to notify you that on July 24, 2006, the Chanhassen City Council approved the following: A. "Rezoning of the property located within the Lakeside development, from High Density Residential District (RI 2) to Planned Unit Development - Residential (PUD -R) incorporating the development design standards contained within this staff report subject to the final plat approval for the Lakeside development." B. "Preliminary Plat for Lakeside, plans prepared by Pioneer Engineering, dated May 19, 2006 , revised June 7, 2006, and July 17, 2007, with a revised grading plan dated July 24, 2006 and a revised tree preservation plan dated received July 24, 2006, subject to the following conditions: The developer must submit a list of proposed street name(s) and an addressing plan to Chanhassen Building Official and Chanhassen Fire Marshal for review and approval prior to final plat of the property. 2. Each lot must be provided with separate sewer and water services. 3. Additional fire hydrants will be required. Please contact the Chanhassen Fire Marshal for exact location of additional hydrants and any to be relocated 4. A minimum buffer of 16.5 to 20 feet shall be preserved around the perimeter of the wetland. All structures (including parking lots) shall maintain a 40 -foot setback from the wetland buffer. All trails and retaining walls shall be modified to remain outside the wetland buffer. The plans shall be revised to reflect the required wetland buffer and wetland buffer setback. Wetland buffer areas shall be preserved, surveyed and staked in accordance with the City's wetland ordinance. The applicant shall install wetland buffer edge signs before construction begins and shall pay the City $20 per sign. The plans shall be revised to depict the OHW of Lake Riley, which is 865.3. All structures shall be located a minimum of 75 feet from the OHW. The proposed fire pit shall be located a minimum of 75 feet from the OHW and shall be buffered from the lake by vegetation. No grading or intensive clearing of vegetation shall occur within the shore impact zone (all areas within 37.5 feet of the OHW). Mr. John Vogelbacher • • Lakeside — Planning Case 06-26 July 25, 2006 Page 2 6. A conditional use permit (CUP) shall be obtained from the City prior to the operation of a recreational beach lot. 7. All existing amenities and/or structures (including any docks, existing beach that is not proposed to remain and the boat launch) on Outlot B, North Bay shall be removed. A boat launch is not permitted. 8. The location of the building on Lot 1, Block 1 shall be adjusted to respect all drainage and utility easements. 9. The applicant shall supply details about the water feature between the rear yards of the units in Block 3, specifically the source for the water in the water feature. As an alternative to the current proposal, the applicant should consider revising the plans to utilize storm water as an amenity as part of a rain garden system in this area. *dOrm� 10. The applicant shall provide additional information detailing the proposed emergency overflow (EOF) route from Pond 1 to Lake Riley. 11. The grading and landscaping proposed around Pond 1 shall be revised to provide a flat, open area so maintenance equipment can access the flared end sections from Lake Riley Road East without damaging the retaining wall or the landscaping and without being below the NWL of the pond. 12. All storm water infrastructure, including catch basins, storm sewer pipes, manholes, flared - end sections, outlet structures, ponds and swales, shall be owned, operated and maintained by the developer and, eventually, the homeowners association. Prior to final plat recording, the developer shall enter into an agreement with the City that outlines the parameters of operation, inspection and maintenance of the storm water infrastructure. This agreement shall be transferred to the homeowners association prior to the developer relinquishing responsibility for the development. 13. The SWPPP shall be provided to the City for review by the Carver Soil and Water Conservation District. 14. The plans shall be revised to show that erosion control blanket will be installed over all areas with 3:1 slopes or steeper. 15. A stable emergency overflow (EOF) for the pond shall be provided. The EOF could consist of riprap and geotextile fabric or a turf re -enforcement mat (a permanent erosion control blanket). A typical detail shall be included in the plan. 16. Energy dissipation shall be provided for all inlets and outlets within 24 hours of installation Mr. John Vogelbacher • • Lakeside — Planning Case 06-26 July 25, 2006 Page 3 17. Wimco-type or other comparable inlet controls shall be used and installed within 24 hours of installation of the inlets. Perimeter controls and inlet protection shall be in place and maintained as needed until 70% of the vegetation is established. 18. Typical building lot controls shall be shown on the plan in a typical detail. These controls shall include perimeter controls (silt fence), rock driveways, street sweeping, inlet control and temporary mulch after final grade and prior to issuing the Certificate of Occupancy (CO). 19. The proposed storm water pond shall be used as a temporary sediment basin during mass grading. The pond shall be excavated prior to disturbing up -gradient areas. Plans shall show how the temporary basin will be constructed and how water will be diverted to the temporary basin. Berms and/or ditches may be needed to divert water to the pond, and temporary pond outlets are needed. The outlet could be a temporary perforated standpipe and rock cone. The plans shall be revised to include a detail for the temporary pond outlet. 20. The proposed silt fence along Wetland Basin B shall be Type 2 silt fence, as specified in Chanhassen Standard Detail Plate 5300. Type 1 silt fence may be used for the remainder of the site. The grading plan shall be revised to show the proposed silt fence following the grading limits for the site and shall be located outside of the required 16.5 -foot wetland buffer. Silt fence shall be placed at the proposed high water level elevation of the proposed storm water pond. 21. Street gutters and catch basins are considered "surface waters" and shall be protected from exposed soils with a positive slope within 200 linear feet. Following installation of curb and gutter, silt fence shall be installed curbside along all positive slopes to the street with exposed soils. 22. Plans shall be revised to show erosion and sediment control measures for the road ditch along Lyman Boulevard. All perimeter controls shall be inspected by the city and the SWCD prior to grading. 23. Details for concrete washout areas where drivers will wash out their trucks and how the water will be treated should be developed and included in the SWPPP. 24. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. 25. At this time, the estimated total SWMP fee, due payable to the City at the time of final plat recording, is $195,293. 26. The owner/operator of the proposed development shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency (NPDES Phase lI Construction Site Permit), Minnesota Department of Natural Resources (for dewatering), Minnesota Department of Transportation, Minnesota Department of Health) and comply with their conditions of approval. Mr. John Vogelbacher • • Lakeside - Planning Case 06-26 July 25, 2006 Page 4 27. Tree protection fencing shall be installed prior to construction around all areas designated for preservation and/or at the edge of proposed grading limits. 28. A walk-through inspection of the silt/tree preservation fence shall be required prior to construction. 29. No burning permits shall be issued for tree removal. All trees removed on site shall be chipped and used on site or hauled off. 30. The applicant shall increase landscape plantings along the east property line to minimum bufferyard requirements. 31. No trees shall be removed behind the northwestern comer of the silt fence as shown on grading plans dated 05/19/06. 32. A total of 139 trees shall be planted in the development as required for canopy coverage. 33. All existing buildings, driveways and accessory structures mustberemoved before grading commences. Co-Y\,&i'ti sl\ h0.5 kx Y-) rY%je--(- 34. The lowest floor elevation of 106 Lakeview Road East must be field verified. 35. The high water level of th roposed pond must be minimum three feet lower than the lowest floor elevation of tth�e adjacent homes along Lakeview Road East. Yh et - 36. The high water level of the wetland must be determined. 37. The proposed grading in the northwest corner near the wetland needs to be adjusted so that the floor elevation of the homes within Lot 13, Block 2 comply with city standards. 10 38. Pavement grades at the following locations must be adjusted -so that the gra a does not exceed 7%: West of Building A, and the northern street extending from the Lakeview Road East intersection. rf 39. Private driveway grades shall not exceed 10%. f ICA - 40. Ground (ie. non -paved) surface grades shall not be less than 2%. r dir 41. Emergency overflow locations and elevations must be shown on the plan. tri 42. High point elevations between the catch basins must be shown along the east side of Block 2. "-4- 43. Each lot must be provided with separate sewer and water services. Mr. John Vogelbacher • • Lakeside — Planning Case 06-26 July 25, 2006 Page 5 44. An easement is required from the appropriate property owner for any off-site grading. The developer must receive approval from the City of Eden Prairie for grading in to the Outlot for Bearpath 3`d Addition. C5 yl _ 1 _ _y/v, �, (—DN A—) 45. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. D� tino�--W 46. Building permits are required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota 5 k� 11 I ?S 47. All sanitary sewer, watermain and storm sewer within this site shall be privately owned and maintained. j1 CLWteS 48. The watermain extension from Lyman Boulevard must be wet -tapped and must be done under traffic. 49. The developer must provide ingress/egress to the North Bay residents for the duration of the utility extension within Lake Riley Road East. QOYf5 nOf qq r++4AV®r �JJ 50. ];aas a sanitary sewer rt�rkup charges^ ^fes m rani er an� oj, wM; ? an tart' sewer and— "o6L watermain hookup fees e specs y assess& agamst tYie pazce t the time of building permit issuance. All of these charges are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance. 51. The 15 -foot wide sanitary sewer easement on the northwest side of the property must be vacated. mt t c�y 90A n 52. The proposed pool house must not lie within the drainage and utility easement.rV 53. The payment of full park dedication fees at the rate in force upon final plat approval in lieu of parkland dedication. 54. The applicant shall provide all design, engineering, construction and testing services required of the "Lyman Boulevard Trail." All construction documents shall be delivered to the Park and Recreation Director and City Engineer for approval prior to the initiation of each phase of construction. The trail shall be 10 feet in width, surfaced with bituminous material, and constructed to meet all city specifications. The applicant shall be reimbursed for the actual cost of construction materials for the Lyman Boulevard Trail. This reimbursement payment shall be made upon completion and acceptance of the trail and receipt of an invoice documenting the actual costs for the construction materials utilized in its construction. 55. The trail connection at the northeast comer of the site connecting the Lakeside area to the future Highway 212 trail and underpass, as depicted in the applicant's plans, is completed." Mr. John Vogelbacher • • Lakeside — Planning Case 06-26 July 25, 2006 Page 6 C. "Site Plan for 231 housing units and a community building with pool, plans prepared by Pioneer Engineering, dated May 19, 2006, revised June 7, 2006, and July 17, 2007, with a revised grading plan dated July 24, 2006, with a Variance for building height for the condominium units consistent with the Building elevations prepared by Harriss Architects, stamped received May 26, 2006, subject to the following conditions: 1. The applicant shall enter into a site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. 2. The pool, including the pool deck, shall be relocated outside the 50 -foot setback from Lyman Boulevard. 3. Accessibility must be provided to all portions of the development and a percentage of the units may also be required to be accessible or adaptable in accordance with Minnesota State Building Code Chapter 1341. Further information is needed to determine these requirements. 4. Buildings over 8500 square feet of floor area are required to be protected with an automatic sprinkler system. For the purposes of this requirement property lines do not constitute separate buildings and the areas of basements and garages are included in the floor area threshold. 5. The buildings will be required to be designed by an architect and engineer as determined by the Building Official. 6. Demolition permits must be obtained before demolishing any structures on the site_ Application for such permits must include hazardous substances investigative and proposed mitigation reports. 7. A final grading plan and soils report must be submitted to the Inspections Division before permits can be issued. 8. Walls and projections within three feet of property lines are required to be of one-hour fire - resistive construction. 9. Retaining walls over four feet high require a permit and must be designed by a professional engineer. 10. A 10 -foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure that fire hydrants can be quickly located and safely operated by firefighters. Pursuant to Chanhassen City Ordinance #9-1. 11. Yellow curbing and "No Parking Fire Lane" signs will be required. Contact Chanhassen Fire Marshal for exact location of yellow curbing and locations of signs to be installed. Mr. John Vogelbacher • • Lakeside — Planning Case 06-26 July 25, 2006 Page 7 12. Fire apparatus access roads and water supply for fire protection is required to be installed. Such protection shall be installed and made serviceable prior to and during the time of construction except when approved alternate methods of protection are provided. 13. Temporary street signs shall be installed at street intersections once construction of the new roadway allows passage of vehicles. Pursuant to 2002 Minnesota Fire code Section 501.4. 14. Fire apparatus access roads shall be designed and maintained to support the imposed load of fire apparatus and shall be serviced so as to provide all-weather driving capabilities. Pursuant to Minnesota State Fire Code Section 503.2.3. 15. No burning permits shall be issued for trees to be removed. Trees and shrubs must either be removed from site or chipped. 16. Approved fire apparatus access roads (driveways) shall be provided for every facility, building or portion of a building hereafter constructed or moved into or within the jurisdiction. The fire apparatus access roads shall comply with requirements of Section 503 and shall extend to within 150 feet of all portions of the facility or any portion of the exterior wall of the first story of the building as measured by an approved route around the exterior of the building or facility. Exceptions: Fire Marshal is authorized to increase the dimension of 150 feet where the building is equipped throughout with an approved automatic sprinkler system in accordance with Section 903.3.1.1, 903.3.1.2 or 903.3.1.3. Pursuant to Section 503.1.1 2000 Minnesota Fire Code." D. "Conditional Use Permit for a recreational beach lot with a Variance from the requirement that 80 percent of the units within 1,000 feet of the recreational beach lot, plans prepared by Pioneer Engineering, dated May 19, 2006, revised June 7, 2006, subject to the following conditions: 1. A conditional use permit (CUP) shall be obtained from the City prior to the operation of a recreational beach lot. 2. The plans shall be revised to depict the OHW of Lake Riley, which is 865.3. All structures shall be located a minimum of 75 feet from the OHW. The proposed fire pit shall be located a minimum of 75 feet from the OHW and shall be buffered from the lake by vegetation. No grading or intensive clearing of vegetation shall occur within the shore impact zone (all areas within 37.5 feet of the OHW). 3. The area of Outlot B shall be recalculated to include only the area within the outlot above the OHW. The amount of shoreline for Outlot B shall be calculated along the OHW. The number of docks and slips permitted by the conditional use permit for the beach lot shall not exceed the number of docks and slips allowable by City Code for the actual beach lot area and frontage. Mr. John Vogelbacher • • Lakeside — Planning Case 06-26 July 25, 2006 Page 8 4. All existing amenities and/or structures (including any docks, existing beach that is not proposed to remain and the boat launch) on Outlot B, North Bay shall be removed. A boat launch is not permitted. 5. The applicant shall work with staff on the design of and materials for proposed path from Lyman Boulevard to the dock to minimize the impacts of runoff from the path to the shoreline and Lake Riley. 6. The proposed walking path along the shoreline shall be made of a pervious surface such as mulch, crushed rock or turf grass and shall not be located below the OHW. Special attention shall be paid to ensure that the path materials are not prone to erosion. The plans shall be revised to show the woodland gardens above the OHW of Lake Riley. 7. An individual permit shall be obtained from the DNR for any beach sand applications that do not meet the DNR standards for sand blanket applications without an individual permit. 8. One beach area shall be permitted to minimize impacts to the lake and to adjacent residents. 9. The applicant shall work with staff on the placement of the beach lot infrastructure to . preserve as many of the existing trees in that area as possible. A survey of the area with the tree locations will be required and used to facilitate tree preservation. The applicant shall also work with staff on the location of the woodland path and woodland gardens along the path.,, Enclosed is a site plan agreement that must be executed by Sienna Corporation. Return the agreement to me for city execution and recording at Carver County within 120 days of the approval (by December 1, 2006). If there is a separate property owner, they will need to sign the consent page at the end of the agreement. If there is a separate mortgage holder, they will need to sign the mortgage holder consent page. The required security specified in the site plan agreement shall be submitted prior to the city issuing a building permit. A copy of the executed agreement will be returned for your files. Demolition permits must be obtained before demolishing any structures on the site. Application for such permits must include hazardous substances investigative and proposed mitigation reports. Final plat documents must be submitted to the City three weeks prior to the City Council meeting in which you wish to have your final plat approved. Enclosed is the list of items required for submittal for final plat approval. Prior to beginning any site grading or utility construction, you must receive approval from the City of Eden Prairie for grading into the Outlot for Bearpath Yd Addition and provide the City of Chanhassen with confirmation of such approval. In addition, you will need to either execute the site plan agreement or the development contract before beginning site development. Mr. John Vogelbacher • Lakeside — Planning Case 06-26 July 25, 2006 Page 9 If you have any questions or need additional information, please contact me at (952) 227-1131 or bgenerous@ci.chanhassen.mn.us Sincerely, Robert Generous, AICP Senior Planner Enclosures c: Steve Liefschultz, Lakeview Hills, LLC Janet Jeremiah, City of Eden Prairie (with plans) ec: Kate Aanenson, Community Development Director Alyson Fauske, Assistance City Engineer Todd Gerhardt, City Manager Jerry Mohn, Building Official gip1an12006 plmning case W&261akmidelappmva1 letta.dm July 25, 2006 Mr. John Vogelbacher Sienna Corporation 4940 Viking Drive, 4608 Minneapolis, MN 55435 Alyson/Terrv/Todd H./Mark/Jerry: Lakeside Sixth Addition was submitted to the City on February 17, 2012 for final plat approval before the City Council on March 26, 2012. Please review these original conditions of approval and respond to Bob with comments by Wednesday, March 14, 2012. Re: Lakeside — Planning Case #06-26 Dear Mr. Vogelbacher: This letter is to notify you that on July 24, 2006, the Chanhassen City Council approved the following: A. "Rezoning of the property located within the Lakeside development, from High Density Residential District (R12) to Planned Unit Development - Residential (PUD -R) incorporating the development design standards contained within this staff report subject to the final plat approval for the Lakeside development." B. "Preliminary Plat for Lakeside, plans prepared by Pioneer Engineering, dated May 19, 2006, revised June 7, 2006, and July 17, 2007, with a revised grading plan dated July 24, 2006 and a revised tree preservation plan dated received July 24, 2006, subject to the following conditions: 1. The developer must submit a list of proposed street name(s) and an addressing plan to Chanhassen Building Official and Chanhassen Fire Marshal for review and approval prior to final plat of the property. 2. Each lot must be provided with separate sewer and water services. 3. Additional fire hydrants will be required. Please contact the Chanhassen Fire Marshal for exact location of additional hydrants and any to be relocated. 4. A minimum buffer of 16.5 to 20 feet shall be preserved around the perimeter of the wetland. All structures (including parking lots) shall maintain a 40 -foot setback from the wetland buffer. All trails and retaining walls shall be modified to remain outside the wetland buffer. The plans shall be revised to reflect the required wetland buffer and wetland buffer setback. Wetland buffer areas shall be preserved, surveyed and staked in accordance with the City's wetland ordinance. The applicant shall install wetland buffer edge signs before construction begins and shall pay the City $20 per sign. 5. The plans shall be revised to depict the OHW of Lake Riley, which is 865.3. All structures shall be located a minimum of 75 feet from the OHW. The proposed fire pit shall be located a minimum of 75 feet from the OHW and shall be buffered from the lake by vegetation. No grading or intensive clearing of vegetation shall occur within the shore impact zone (all areas within 37.5 feet of the OHW). Mr. John Vogelbacher • • Lakeside — Planning Case 06-26 July 25, 2006 Page 2 6. A conditional use permit (CUP) shall be obtained from the City prior to the operation of a recreational beach lot. All existing amenities and/or structures (including any docks, existing beach that is not proposed to remain and the boat launch) on Outlot B, North Bay shall be removed. A boat launch is not permitted. 8. The location of the building on Lot 1, Block 1 shall be adjusted to respect all drainage and utility easements. 9. The applicant shall supply details about the water feature between the rear yards of the units in Block 3, specifically the source for the water in the water feature. As an alternative to the current proposal, the applicant should consider revising the plans to utilize storm water as an amenity as part of a rain garden system in this area. 10. The applicant shall provide additional information detailing the proposed emergency overflow (EOF) route from Pond 1 to Lake Riley. 11. The grading and landscaping proposed around Pond 1 shall be revised to provide a flat, open area so maintenance equipment can access the flared end sections from Lake Riley Road East without damaging the retaining wall or the landscaping and without being below the NWL of the pond. 12. All storm water infrastructure, including catch basins, storm sewer pipes, manholes, flared - end sections, outlet structures, ponds and swales, shall be owned, operated and maintained by the developer and, eventually, the homeowners association. Prior to final plat recording, the developer shall enter into an agreement with the City that outlines the parameters of operation, inspection and maintenance of the storm water infrastructure. This agreement shall be transferred to the homeowners association prior to the developer relinquishing responsibility for the development. 13. The SWPPP shall be provided to the City for review by the Carver Soil and Water Conservation District. 14. The plans shall be revised to show that erosion control blanket will be installed over all areas with 3:1 slopes or steeper. 15. A stable emergency overflow (EOF) for the pond shall be provided. The EOF could consist of riprap and geotextile fabric or a turf re -enforcement mat (a permanent erosion control blanket). A typical detail shall be included in the plan. 16. Energy dissipation shall be provided for all inlets and outlets within 24 hours of installation Mr. John Vogelbacher • • Lakeside — Planning Case 06-26 July 25, 2006 Page 3 17. Wimco-type or other comparable inlet controls shall be used and installed within 24 hours of installation of the inlets. Perimeter controls and inlet protection shall be in place and maintained as needed until 70% of the vegetation is established. 18. Typical building lot controls shall be shown on the plan in a typical detail. These controls shall include perimeter controls (silt fence), rock driveways, street sweeping, inlet control and temporary mulch after final grade and prior to issuing the Certificate of Occupancy (CO). 19. The proposed storm water pond shall be used as a temporary sediment basin during mass grading. The pond shall be excavated prior to disturbing up -gradient areas. Plans shall show how the temporary basin will be constructed and how water will be diverted to the temporary basin. Berms and/or ditches may be needed to divert water to the pond, and temporary pond outlets are needed. The outlet could be a temporary perforated standpipe and rock cone. The plans shall be revised to include a detail for the temporary pond outlet. 20. The proposed silt fence along Wetland Basin B shall be Type 2 silt fence, as specified in Chanhassen Standard Detail Plate 5300. Type 1 silt fence may be used for the remainder of the site. The grading plan shall be revised to show the proposed silt fence following the grading limits for the site and shall be located outside of the required 16.5 -foot wetland buffer. Silt fence shall be placed at the proposed high water level elevation of the proposed storm water pond. 21. Street gutters and catch basins are considered "surface waters" and shall be protected from exposed soils with a positive slope within 200 linear feet. Following installation of curb and gutter, silt fence shall be installed curbside along all positive slopes to the street with exposed soils. 22. Plans shall be revised to show erosion and sediment control measures for the road ditch along Lyman Boulevard. All perimeter controls shall be inspected by the city and the SWCD prior to grading. 23. Details for concrete washout areas where drivers will wash out their trucks and how the water will be treated should be developed and included in the SWPPP. 24. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. 25. At this time, the estimated total SWMP fee, due payable to the City at the time of final plat recording, is $195,293. 26. The owner/operator of the proposed development shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency (NPDES Phase II Construction Site Permit), Minnesota Department of Natural Resources (for dewatering), Minnesota Department of Transportation, Minnesota Department of Health) and comply with their conditions of approval. Mr. John Vogelbacher • • Lakeside — Planning Case 06-26 July 25, 2006 Page 4 27. Tree protection fencing shall be installed prior to construction around all areas designated for preservation and/or at the edge of proposed grading limits. 28. A walk-through inspection of the silt/tree preservation fence shall be required prior to construction. 29. No burning permits shall be issued for tree removal. All trees removed on site shall be chipped and used on site or hauled off. 30. The applicant shall increase landscape plantings along the east property line to minimum bufferyard requirements. 31. No trees shall be removed behind the northwestern corner of the silt fence as shown on grading plans dated 05/19/06. 32. A total of 139 trees shall be planted in the development as required for canopy coverage. 33. All existing buildings, driveways and accessory structures must.be removed before grading commences. 34. The lowest floor elevation of 106 Lakeview Road East must be field verified. 35. The high water level of the proposed pond must be minimum three feet lower than the lowest floor elevation of the adjacent homes along Lakeview Road East. 36. The high water level of the wetland must be determined. 37. The proposed grading in the northwest comer near the wetland needs to be adjusted so that the floor elevation of the homes within Lot 13, Block 2 comply with city standards. 38. Pavement grades at the following locations must be adjusted so that the grade does not exceed 7%: West of Building A, and the northern street extending from the Lakeview Road East intersection. 39. Private driveway grades shall not exceed 10%. 40. Ground (ie. non -paved) surface grades shall not be less than 2%. 41. Emergency overflow locations and elevations must be shown on the plan. 42. High point elevations between the catch basins must be shown along the east side of Block 2. 43. Each lot must be provided with separate sewer and water services. Mr. John Vogelbacher • • Lakeside — Planning Case 06-26 July 25, 2006 Page 5 44. An easement is required from the appropriate property owner for any off-site grading. The developer must receive approval from the City of Eden Prairie for grading in to the Outlot for Bearpath P Addition. 45. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. 46. Building permits are required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. 47. All sanitary sewer, watermain and storm sewer within this site shall be privately owned and maintained. 48. The watermain extension from Lyman Boulevard must be wet -tapped and must be done under traffic. 49. The developer must provide ingress/egress to the North Bay residents for the duration of the utility extension within Lake Riley Road East. 50. Each new lot is subject to the sanitary sewer and water hookup charges. The 2006 trunk hookup charge is $1,575 for sanitary sewer and $4,078 for watermain. Sanitary sewer and watermain hookup fees may be specially assessed against the parcel at the time of building permit issuance. All of these charges are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance. 51. The 15 -foot wide sanitary sewer easement on the northwest side of the property must be vacated. 52. The proposed pool house must not lie within the drainage and utility easement. 53. The payment of full park dedication fees at the rate in force upon final plat approval in lieu of parkland dedication. 54. The applicant shall provide all design, engineering, construction and testing services required of the "Lyman Boulevard Trail." All construction documents shall be delivered to the Park and Recreation Director and City Engineer for approval prior to the initiation of each phase of construction. The trail shall be 10 feet in width, surfaced with bituminous material, and constructed to meet all city specifications. The applicant shall be reimbursed for the actual cost of construction materials for the Lyman Boulevard Trail. This reimbursement payment shall be made upon completion and acceptance of the trail and receipt of an invoice documenting the actual costs for the construction materials utilized in its construction. 55. The trail connection at the northeast corner of the site connecting the Lakeside area to the future Highway 212 trail and underpass, as depicted in the applicant's plans, is completed." Mr. John Vogelbacher • • Lakeside — Planning Case 06-26 July 25, 2006 Page 6 C. "Site Plan for 231 housing units and a community building with pool, plans prepared by Pioneer Engineering, dated May 19, 2006, revised June 7, 2006, and July 17, 2007, with a revised grading plan dated July 24, 2006, with a Variance for building height for the condominium units consistent with the Building elevations prepared by Harriss Architects, stamped received May 26, 2006, subject to the following conditions: 1. The applicant shall enter into a site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. 2. The pool, including the pool deck, shall be relocated outside the 50 -foot setback from Lyman Boulevard. Accessibility must be provided to all portions of the development and a percentage of the units may also be required to be accessible or adaptable in accordance with Minnesota State Building Code Chapter 1341. Further information is needed to determine these requirements. 4. Buildings over 8500 square feet of floor area are required to be protected with an automatic sprinkler system. For the purposes of this requirement property lines do not constitute separate buildings and the areas of basements and garages are included in the floor area threshold. The buildings will be required to be designed by an architect and engineer as determined by the Building Official. 6. Demolition permits must be obtained before demolishing any structures on the site. Application for such permits must include hazardous substances investigative and proposed mitigation reports_ 7. A final grading plan and soils report must be submitted to the Inspections Division before permits can be issued. 8. Walls and projections within three feet of property lines are required to be of one-hour fire - resistive construction. 9. Retaining walls over four feet high require a permit and must be designed by a professional engineer. 10. A 10 -foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure that fire hydrants can be quickly located and safely operated by firefighters. Pursuant to Chanhassen City Ordinance 49-1. 11. Yellow curbing and "No Parking Fire Lane" signs will be required. Contact Chanhassen Fire Marshal for exact location of yellow curbing and locations of signs to be installed. Mr. John Vogelbacher • • Lakeside — Planning Case 06-26 July 25, 2006 Page 7 12. Fire apparatus access roads and water supply for fire protection is required to be installed. Such protection shall be installed and made serviceable prior to and during the time of construction except when approved alternate methods of protection are provided. 13. Temporary street signs shall be installed at street intersections once construction of the new roadway allows passage of vehicles. Pursuant to 2002 Minnesota Fire code Section 501.4. 14. Fire apparatus access roads shall be designed and maintained to support the imposed load of fire apparatus and shall be serviced so as to provide all-weather driving capabilities. Pursuant to Minnesota State Fire Code Section 503.2.3. 15. No burning permits shall be issued for trees to be removed. Trees and shrubs must either be removed from site or chipped. 16. Approved fire apparatus access roads (driveways) shall be provided for every facility, building or portion of a building hereafter constructed or moved into or within the jurisdiction. The fire apparatus access roads shall comply with requirements of Section 503 and shall extend to within 150 feet of all portions of the facility or any portion of the exterior wall of the fust story of the building as measured by an approved route around the exterior of the building or facility. Exceptions: Fire Marshal is authorized to increase the dimension of 150 feet where the building is equipped throughout with an approved automatic sprinkler system in accordance with Section 903.3.1.1, 903.3.1.2 or 903.3.1.3. Pursuant to Section 503.1.1 2000 Minnesota Fire Code." D. "Conditional Use Permit for a recreational beach lot with a Variance from the requirement that 80 percent of the units within 1,000 feet of the recreational beach lot, plans prepared by Pioneer Engineering, dated May 19, 2006, revised June 7, 2006, subject to the following conditions: I. A conditional use permit (CUP) shall be obtained from the City prior to the operation of a recreational beach lot. 2. The plans shall be revised to depict the OHW of Lake Riley, which is 865.3. All structures shall be located a minimum of 75 feet from the OHW. The proposed fire pit shall be located a minimum of 75 feet from the OHW and shall be buffered from the lake by vegetation. No grading or intensive clearing of vegetation shall occur within the shore impact zone (all areas within 37.5 feet of the OHW). 3. The area of Outlot B shall be recalculated to include only the area within the outlot above the OHW. The amount of shoreline for Outlot B shall be calculated along the OHW. The number of docks and slips permitted by the conditional use permit for the beach lot shall not exceed the number of docks and slips allowable by City Code for the actual beach lot area and frontage. Mr. John Vogelbacher • • Lakeside — Planning Case 06-26 July 25, 2006 Page 8 4. All existing amenities and/or structures (including any docks, existing beach that is not proposed to remain and the boat launch) on Outlot B, North Bay shall be removed. A boat launch is not permitted. 5. The applicant shall work with staff on the design of and materials for proposed path from Lyman Boulevard to the dock to minimize the impacts of runoff from the path to the shoreline and Lake Riley. 6. The proposed walking path along the shoreline shall be made of a pervious surface such as mulch, crushed rock or turf grass and shall not be located below the OHW. Special attention shall be paid to ensure that the path materials are not prone to erosion. The plans shall be revised to show the woodland gardens above the OHW of Lake Riley. 7. An individual permit shall be obtained from the DNR for any beach sand applications that do not meet the DNR standards for sand blanket applications without an individual pemrit. 8. One beach area shall be permitted to minimize impacts to the lake and to adjacent residents. 9. The applicant shall work with staff on the placement of the beach lot infrastructure to . preserve as many of the existing trees in that area as possible. A survey of the area with the tree locations will be required and used to facilitate tree preservation. The applicant shall also work with staff on the location of the woodland path and woodland gardens along the path.,, Enclosed is a site plan agreement that must be executed by Sienna Corporation. Return the agreement to me for city execution and recording at Carver County within 120 days of the approval (by December 1, 2006). If there is a separate property owner, they will need to sign the consent page at the end of the agreement. If there is a separate mortgage holder, they will need to sign the mortgage holder consent page. The required security specified in the site plan agreement shall be submitted prior to the city issuing a building permit. A copy of the executed agreement will be returned for your files. Demolition permits must be obtained before demolishing any structures on the site. Application for such permits must include hazardous substances investigative and proposed mitigation reports. Final plat documents must be submitted to the City three weeks prior to the City Council meeting in which you wish to have your final plat approved. Enclosed is the list of items required for submittal for final plat approval. Prior to beginning any site grading or utility construction, you must receive approval from the City of Eden Prairie for grading into the Outlot for Bearpath 3rd Addition and provide the City of Chanhassen with confirmation of such approval. In addition, you will need to either execute the site plan agreement or the development contract before beginning site development. Mr. John Vogelbacher 0 0 Lakeside — Planning Case 06-26 July 25, 2006 Page 9 If you have any questions or need additional information, please contact me at (952) 227-1131 or beenerous&i.chanhassen.mmus Sincerely, Robert Generous, AICP Senior Planner Enclosures c: Steve Liefschultz, Lakeview Hills, LLC Janet Jeremiah, City of Eden Prairie (with plans) ec: Kate Aanenson, Community Development Director Alyson Fauske, Assistance City Engineer Todd Gerhardt, City Manager Jerry Mohn, Building Official g:\plan\2006 planning cases\06-26 lakeside\approval letter.doc l s • CITY OF CHANHASSEN P O BOX 147 CHANHASSEN MN 55317 02/21/2012 2:08 PM Receipt No. 00181173 CLERK: AshleyM PAYEE: Shamrock Development Inc 3200 Main Street NW Coon Rapids MN 55448 - Lakeside sixth addition - Planning Case 06-26 • ------------------------------------------------------- Use & Variance 700.00 Recording Fees 50.00 Total Cash Check 24530 Change 750.00 0.00 750.00 0.00 SCANNED DFACH AND RFfAIN THIS STAITMEN7 +ch—ntr .. "'I III 1 ID EROw i'N'—�IEC-%:ASE NIIIII:1113�1. ' T,-.1.11 SHAMROCK DEVELOPMENT, INC. DATE DESCRIPTION AMOUNT 2/16/2012 Lakeside 6th Addition - City Fees for plat $750.00 SCANNED E LAKESIDE SIXTH ADDITION - PLANNING CASE 06-26 $250 Final Plat $450 Minor Subdivision $50 Recording Escrow $750 $750 Shamrock Development, Inc. Check #24530 0 SCANNED YKIN I 0 0 CITY OF CHANHASSEN 7700 Market Boulevard — P.O. Box 147 Chanhassen, MN 55317 — (952) 227-1100 DEVELOPMENT REVIEW APPLICATION Applicant Name and Address: Shamrock Development 3200 Main street Suite 300 Coon Rapids, Minnesota 55448 Contact: Angie Zajac Phone: 763-421-3500 Fax: 763-421-1105 Email: azajac hahamrockcompanies.com Planning Case No. `-' ('0 =-;`(0 CITY OF CHANHASSEN RECEIVED FEB 17 2012 CHANHASSEN PI Auwun nen Property Owner Name and A Wooddale Builders. Inc. 6109 Blue Circle Dr., #2000 Minnetonka, MN 55343 Contact: Steve Schwieters Phone: 345-0543 Fax: Email: NOTE: Consultation with City staff is required prior to submittal, including review of development plans Comprehensive Plan Amendment Conditional Use Permit (CUP) Interim Use Permit (IUP) Non -conforming Use Permit Planned Unit Development* Rezoning Sign Permits Sign Plan Review Site Plan Review (SPR)* Subdivision* 4_)�3o CTl'✓K�� n�a+1 Temporary Sales Permit Vacation of Right-of-Way/Easements (VAC) (Additional recording fees may apply) Variance (VAR) Wetland Alteration Permit (WAP) Zoning Appeal Zoning Ordinance Amendment Notification Sign - $200 (City to install and remove) X E row for Filing Fees/Attorney Cost** $50 UP/SPR/VACNAR/WAP/Metes & Bounds 450 Minor TOTAL FEE $]--)0e— C1 611:,�4G3a An additional fee of $3.00 per address within the public hearing notification area will be invoiced to the applicant prior to the public hearing. *Five (5) full-size folded copies of the plans must be submitted, including an 8'/2" X 11" reduced copy for each plan sheet along with a digital copy in TIFF -Group 4 (*.tif) format. **Escrow will be required for other applications through the development contract. Building material samples must be submitted with site plan reviews. NOTE: When multiple applications are processed, the appropriate fee shall be charged for each application. PROJECT NAME: Lakeside 6th Addition LOCATION: Lake Riley Drive LEGAL DESCRIPTION AND PID: Outlot R, Lakeside and Outlot C Lakeside Third Addition TOTALACREAGE: 1.5118 Acres WETLANDS PRESENT: YES " NO PRESENT ZONING: FUDR REQUESTED ZONING: FUDR PRESENT LAND USE DESIGNATION: Residential High Density REQUESTED LAND USE DESIGNATION: Residential High Density REASON FOR REQUEST: Final Plat FOR SITE PLAN REVIEW: Include number of existing employees: and new employees: This application must be completed in full and be typewritten or dearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, you should confer with the Planning Department to determine the specific ordinance and procedural requirements applicable to your application. 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. This is to certify that I am making application for the described action by the City and that I am responsible for complying with all City requirements with regard to this request. 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 have attached a copy of proof of ownership (either copy of Owner's Duplicate Certificate of Tile, Abstract of Title or purchase agreement), or I am the authorized person to make this application and the fee owner has also signed 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. The documents and information I have submitted are true and cored to the best of my knowledge. Sh 2/16/2012 Siqhature f Applicant iNnes M. Stanton, President Date ale Builders Signa ure o wner teven H. Schwieters, Presiden Dao &:plan\fon \development review applicationAm-:,NNcD 0 0 RECEIVED FEB 1 7 2011 BY: � � f ƒ Z` | \ | ! \k ` § { _ :' ~ , - ! - a) w` 3 § ! R • ! !| • e % ) - o / x 7 c $ j $ 4 ( § \ Q7 ) ( §\ §5 - /§ Z E N Y 3� Mo .SS�CB 4 Y (n ap=•. € �$ kigB W N Y Q Q 7 m ,M.rw ..8 ag N J Q s N Z �c N W ' I � R 3� Mo .SS�CB 4 Y (n ap=•. € �$ kigB W Y Q 7 n ,M.rw ..8 ag N J N L W N p C) ¢D O_Z MW Z a> ^ a w C)v � z LL w m y jjOCC W C) _ U 3� Mo .SS�CB 4 Y Ce ap=•. € �$ kigB ym Z S ,M.rw ..8 ag L W N p C) ¢D O_Z MW Z a> ^ a w C)v � z LL w m y jjOCC W C) _ U LAKESIDE SIXTH ADDITION 1 3 2 3 4 • AREA SUMMARY TOTAL LOT AR A -O M8• •C M;A WILOT .RCA •06234 AC T07AL ARCA •1.6tl6 AC CITY OF CHANHASSEN RECEIVED FEB 17 2012 CHANHASSEN PLANNING DEPT SCAntj' N ru z 1 I Idm- _1 9�I 11H a bliT � � N ru z 1 I Idm- _1 9�I 11H C � b a Q HI"c / NO E , ________ �a SHEET $ 67 77 7 KEY eB NO_ _ 91 .� I `4V / I �/I I) il2UrmEs If � q ' / _ n 1 r J♦ I 3 .Dv v rNwAnoN Y1 lwn n2 and �m x.6 ! s� s; a .o I ♦ I 6- N! + a ^ �, o _ ¢[vAnax 1F_P71A wo--ems �Wl / �S µ B Gold A6C 1 11A161F11 I i � Y wAulDur _ a o INSTAL S Xg / FENCE SILT ENCEE(TYP.)TYP$ 4 a - X o, ��W le $ n o .'o I K II REMOVE EXISTING SANITARY SEWER MANHOLES AND PIPE - _ Ie o I e o / "x _ "i"TLOT wo ee s N g o D air 1 '' eee� .� ❑ 3 L-- I s 3 ew sm.o 2• 10 a. 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