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CAS-25_MINNEWASHTA CREEK HILL - 6560 MINNEWASHTA PARKWAY�1ESIDENTI,�L DE'�� 6560 MINNE, OWA SH TA PARK WA Y CHA NHA SSEN. MINNESO TA GENERAL NOTES: RESOURCE LIST: S G A. TOPOGRAPHIC BOUNDARY SURVEY, INCLUDING PROPERTY LINES, LEGAL i OWNER/DEVELOPER CITY OF CHANHASSEN DESCRIPTION, EXISTING UTILITIES, SITE TOPOGRAPHY WITH SPOT RICK REALTY ENGINEERING DIVISION ELEVATIONS, OUTSTANDING PHYSICAL FEATURES AND EXISTING STRUCTURE a BOB RICK PAUL OEHME LOCATIONS WAS PROVIDED BY THE FOLLOWING COMPANY, AS A CONTRACTOR 523 LAKE AVENUE 7700 MARKET BLVD, TO THE SELLER/OWNER: ST. PAUL, MN 55110 CHANHASSEN, MN 55317 PHONE: (612) 805-5773 PHONE: (952) 227-1169 TOPOGRAPHY/BOUNDARY: DANIEL THURMES a FAX: (952) 227-1110 CORNERSTONE LAND SURVEYING, INC. 7 �3e 200 EAST CHESTNUT STREET SUITE #B100 2 CONSULTANT CONTACT PLANNING DIVISION STILLWATER, MN 55082 ¢e �R CEI ENGINEERING ASSOCIATES, INC. SHARMEEN AL-JAFF PHONE: (651)-275-8969 tie VNDEN 7700 MARKET BLVD. FAX: (651)-275-8976 y� NEIL TESSIER, P.E. CHANHASSEN, MN 55317 ye 2277 WEST HIGHWAY 36 PHONE: (952)-227-1134 CEI ENGINEERING AND ITS ASSOCIATES WILL NOT BE HELD RESPONSIBLE FOR 2f SUITE 200 FAX: (952)-227-1110 THE ACCURACY OF THE SURVEY OR FOR DESIGN ERRORS OR OMISSIONS ROSEVILLE, MN 55113 RESULTING FROM SURVEY INACCURACIES. PHONE: (651)-697-0800 FAX: (651)-697-0804 SURVEYING B. ALL PHASES OF SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE LINDEN CLR CORNERSTONE LAND SURVEYING, INC. OWNER / DEVELOPER SITE WORK SPECIFICATIONS. SIT- ELECTRIC DANIEL THURMES 200 EAST CHESTNUT STREET C. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF EXISTING XCEL ENERGY SUITE #8100 STRUCTURES, RELATED UTILITIES, PAVING, UNDERGROUND STORAGE LINDA MACHEMEL STILLWATER, MN 55082 TANKS AND ANY OTHER EXISTING IMPROVEMENTS AS NOTED. SEE SITE IES�E 710 S. PINE ST. PHONE: (651)-27`5-8969 WORK SPECIFICATIONS. C�Rvf WACONIA, MN 55387 FAX: (651)-275-£3976 PHONE: (952) 470-3321 D. CONTRACTOR IS TO REMOVE AND DISPOSE OF ALL DEBRIS, RUBBISH AND FAX: (952) 442-5599 OTHER MATERIALS RESULTING FROM PREVIOUS AND CURRENT DEMOLIT101d CRESTVIEW DR. OPERATIONS. DISPOSAL WILL BE IN ACCORDANCE WITH ALL LOCAL, STATE AND/OR FEDERAL REGULATIONS GOVERNING SUCH OPERATIONS. PHONE QWEST E. THE GENERAL CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR AND Vicinity Ma GARY ROBERSON SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS GLEN PRAIRIE OFFICE PHONE: (612) 798-7707 PROJECT. F. WARRANTY/DiSCLAIMER: NOT TO SCALE THE DESIGNS REPRESENTED IN THESE PLANS ARE IN ACCORDANCE WITH ESTABLISHED PRACTICES OF CIVIL ENGINEERING FOR THE DESIGN FUNCTIONS AND USES INTENDED BY THE OWNER AT THIS TIME. HOWEVER, NEITHER PLAN INDEX: THE ENGINEER NOR ITS PERSONNEL CAN OR DO WARRANT THESE DESIGNS OR PLANS AS CONSTRUCTED EXCEPT IN THE SPECIFIC CASES WHERE THE 1. COVER SHEET ENGINEER INSPECTS AND CONTROLS THE PHYSICAL CONSTRUCTION ON A . DEMOLITION PLAN CONTEMPORARY BASIS AT THE SITE. 2APPROVED DATE G. SAFETY NOTICE TO CONTRACTOR: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, 3. SITE PLAN CITY OF CHANHASSEN THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND 4, GRADING/EROSION CONTROL PLAN PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 5. UTILITY PLAN ANY CONSTRUCTION OBSERVATION BY THE ENGINEER OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES, IN, ON OR NEAR THE CONSTRUCTION FLOOD CERTIFICATION: SITE. THE PROPERTY IS LOCATED IN THE FLOOD ZONE "C" (AREA OF MINIMAL FLOODING) H. WETLANDS NOTE: AS DETERMINED BE THE NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE ANY DEVELOPMENT, EXCAVATION, CONSTRUCTION, OR FILLING IN A U.S. RATE MAP FOR CARVER COUNTY, MINNESOTA, MAP NUMBER 270051005B DATED JULY 2, 1979 CORPS OF ENGINEERS DESIGNATED WETLAND IS SUBJECT TO LOCAL, STATE AND FEDERAL APPROVALS. THE CONTRACTOR SHALL COMPLY WITH ALL PERMIT REQUIREMENTS AND/OR RESTRICTIONS AND ANY VIOLATION WILL BE SUBJECT TO FEDERAL PENALTY. THE CONTRACTOR SHALL HOLD THE OWNER/DEVELOPER, THE ENGINEER AND THE LOCAL GOVERNING AGENCIES I HEREBY CERTIFY THAT THIS HARMLESS AGAINST SUCH VIOLATION. M ® ENGINEERING DIRECT SUPERVISION AND THAT 1 AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE CALL BEFORE YOU DIG! STATE OF MIN OTA. Gopher State One Call _ ASS4CIA TES, INCTWIN CITY AREA: 651-454-0002 NEIL TESSIER, P.E. TOLL FREE. 1-800-252-1 166 ENGINEERS PLANNERS SURVEYORS 7-20-05 26364 2277 WEST HIGHWAY 36 SUITE 200 (651) 697-0800 DATE REG.NO. ROSEVILLE, MN 55113 FAX (651) 697-0804 *Arkonsos Colffornl'o Florl'dc Tennessee Georgia * Texas Indl*ono Pennsylvomb Mlonnesoto S75°04'00"E k -, 7 lPv 43 205.88 i WALL WA � F o I V � , 11 T w4Z4 WALL ,. CSC 1 4 0 { t WALL LIGHT POLE ''oLn w 2 O,V%i E TREE / / / / / / TREE Z . 23n, )^r f CIO- vk fOTF Oil { - "' (tut isT � t 8> .''}' 5. f 4G 1 NXt-n ` r. ,v, ? ,' a Jts `3 PIN {{- WALL WA � F o I V � , 11 T w4Z4 WALL ,. CSC 1 4 0 { t WALL LIGHT POLE ''oLn w 2 O,V%i E TREE / / / / / / TREE Z . 23n, )^r f CIO- vk fOTF Oil { - "' (tut isT � t 8> .''}' 5. f 4G 1 NXt-n ` r. ,v, ? ,' a Jts `3 PIN {{- .'RHE:,= .MI !Tv N75004'00"W 'y a E \\ \IXl , `t �zO348.27 meal. 348.08 plat r AK SANITARY MANHOLE OFGRATE WEST OF SIZE IN STREE ELEVATION = 851.21 i CALL BEFORE YOU DIG! Gopher State One Call TVAN CITY AREA: 651-454-0002 TOLL FREE: 1-800-252-1166 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME UNDER MY AM TESS1E9�7i�ii DIRECT SUPERVISIONRAND THAT I `��8�\ A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE*: REGISTERED••; *; STATE OF MI NNES' _ *:PROFESSIONAL* _* ENGINEER ;'*_ * , 26364 * z ��il'f•••••»,•••Sp~�' 0 NEIL TESSI P.E. ; MR1NE �yp� 7-20-05 26364 0 20' 30' 40' SCALE IN FEET LEGEND EXISTING b%, DENOTES FOUND 1/2° IRON PIPE DENOTES SET 1/2" IRON MARKED R.LS. 25718 UTILITY POLE LIGHT POLE OVERHEAD WIRES MANHOLE CATCH BASIN » CONCRETE GENERAL DEMOLITION NOTES A. THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE "CITY OF CHANHASSEN STANDARD SITE WORK SPECIFICATIONS". B- CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF THE EXISTING STRUCTURES, RELATED UTILITIES, PAVING, UNDERGROUND STORAGE TANKS AND ANY OTHER EXISTING IMPROVEMENTS AS NOTED. SEE SITE WORK SPECIFICATIONS. C. CONTRACTOR IS TO REMOVE AND DISPOSE OF ALL DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROM PREVIOUS AND CURRENT DEMOLITION OPERATIONS. DISPOSAL WILL BE IN ACCORDANCE WITH ALL LOCAL, STATE AND/OR FEDERAL REGULATIONS GOVERNING SUCH OPERATIONS. D. THE GENERAL CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. E. ENGINEER'S NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. DEMOLITION NOTES IBA EXISTING TO BE REMOVED 19A EXISTING TO REMAIN 51B LIMITS OF SAWCUT AND PAVEMENT REMOVAL REVISION 1 INITIA_- VA1 ASSOCIA TESNINC ENGINEERS PLANNERS SURVEYORS 7 WEST HIGHWAY 36 SUITE 200 (651) 697-0800 JOB NO.: 21292 ENLLE, MN 55113 FAX (651) 697-0804 DWG NAME. 21292PR0 DEMOLITION PLAN OAT£ SHEET NO. 20-05 6 NEWASHTA PARKWAY �J 6 PM 2 of 5 HANHASESEN,, NNESOTA FEv f Z 2004 CEI ENGINEERING ASSMATFS INC S75`0410013E 205.88 1 tiY � 1 L � . i a E � IF I I F —1 I ' t e BACKFILL WITH 4" NEW '� _; TOPSOIL AND SEED r 7I'r7Tri't1'� r 1F'"IRI:IILL''ll�i EXISTING SUBGRADE 1 � 1.5" MIN. MNDOT 2350 MV4 (WEAR) 2.0" MIN. MNDOT 2350 MV3 (BASE) 8" MIN. CLASS FIVE LIMESTONE OR CLASS SEVEN RECYCLED BASE COURSE, COMPACTED TO 95% STD. PROCTOR (TYP.) TYPICAL ROAD SECTION�oA N.7.5. Yet NT j 3 v �`` k*4*..-o_...:..........,..,:....,......,.....,a..®_... m......... +.....,..m..»...:e.-..,..�._,.« 1 _ `'l t lP ,4 L---...-----..1 s e , P P 5 JS _ li ry/ �-t ri' �. _ ;�,1 . - s �. t S' a Y,,. h h- - t - `� v -.i \� ..s... .._... �._. �� .. ... ... ...:....... �4 Fy`. p \,� .,;Y ,�, `fir • ,�l ,� , s '.(� s.6 I I .l / �� i ��` `� '-_. �.a 4 ^ •it z`1i'at x... ��`r/,_ `lE � h l �$ hi - � •' I Yi- ij f- ..-. _ h'� ..,�- - V �--.S t JA' N 'a` \ V t ` ��>' m2 ` i' I ..... .....e....... .`_` •1, J� .'nJ/ l li _, �, j4 t , eK APPROAMATE PLACEMENT OF ,'�{`:i. ;q \ ``•v i.. 1- tl'\a k i eN:1'IS ,5'` I NOE AND DRIVEWAY (TYP) "Y J ♦ v �,1 i0 '• i i. .�... .,...... ...� ,._.._ �.._._... _._.....�. _.... ...�,_..._ R.. �. }...,"w,.v.; .. ` } ad., _-_ .m N, lj N75904'00"W 0I 348.27 meas. 348.08 plat BENCHMA K SANITARY MANHOLE TOP OF GRATE WEST OF SITE IN STREE ELEVATION - 851.21 { 0 A \ \, ¢9 CALL BEFORE YOU DIG! Gopher State One Call TWIN CITY AREA: 651-454-0002 TOLL FREE: 1-800-2S2-1166 YELLOW TRAMC V-6' 1 STOP BAR 1ae N.T.S. TOP BAR I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM r-•.....• .. A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STNTE ER MINNREGISTERED PROFESSIONAL* _* PROFESSIONAL:* *: ENGINEER *= 26364 *; 7-20-05 26364 11111/ir.. N 0 20' 30, 40' SCALE IN FEET LEGEND EXISTING DENOTES FOUND 1 /2" IRON PIPE DENOTES SET 1/2" IRON MARKED R.L.S. 25718 UTILITY POLE ;Y LIGHT POLE OVERHEAD WIRES MANHOLE CATCH BASIN '1' a• „I CONCRETE PROPOSED ----- BOUNDARY LINE GENERAL SITE NOTES A. ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. B. ALL CURB RETURN RADII SHALL BE 2' OR 10', AS SHOWN TYPICAL ON THIS PLAN, UNLESS OTHERWISE NOTED. C. UNLESS OTHERWISE SHOWN, CALLED OUT OR SPECIFIED HEREON OR WITHIN THE SPECIFICATIONS: PAVEMENT SHALL BE INSTALLED IN ACCORDANCE WITH DETAIL 8A OVER THE ENTIRE PARKING LOT AREA AND ALL APPROACH DRIVES. D. ALL PARKING LOT SIGN BASE SUPPORTS SHALL BE INSTALLED PER DETAIL 12F. ❑ SITE DETAILS IOB STOP BAR (TYP.). 0 70A TYPICAL ROAD SECTION O SITE NOTES 13C LIMITS OF RETAINING WALL 15A "STOP' SIGN 180 MATCH EXISTING PAVEMENT ELEVATIONS 76A REPAIR/CONSTRUCT NEW BITUMINOUS TRAIL, CONCRETE CURB AND GUTTER AND STREET PER CITY OF CHANHASSEN STANDARD DETAILS. REVISION 1 INITIAL DESIGN VA-VJAIA OCL47ES INC ENGINEERS PLANNERS SURVEYORS 2277 WEST HIGHWAY 36 SU17E 200 (651) 697-0800 JOB NO.: 21292 ROSEWLLE, MN 55113 FAX 651) 697-0804 DWG NAME.. 21292PR0 SITE PLAN 05 :0,7-20-05 SHEET NO. A�MEW 4S7TA PARKWAY M 3OF5 CHAN A NESOTA S75"04'001)E O O Pf 205.88 -962 ¢, " ,Vv , Q966.5 - Y 4 Pei S 4 [�n� -1 S l l! 6 sQ N75"04'00"W i i PROPOSED IMPERVIOUS AREAS 964- ;; 4{ 348.27. meas. 3` 348.08 plat t ; y F 3 ( 5 S� 8 •�`t �gg X F 4 •,r 2F.y Q.a -" GENERAL EROSION NOTES (CONT.) H. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY WILL STOPPED FOR AT LEAST 21 DAYS, SHALL BE TEMPORARILY SEEDED WITHIN. 14 DAYS. 1. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY SEEDED. THESE AREAS SHALL BE SEEDED NO LATER THAN 14 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS. REFER TO THE LANDSCAPING PLAN. J. IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTION 0 20' 30, 40' ENTRANCES IS NOT SUFFICIENT TO REMOVE THE MAJORITY OF DIRT OR MUD, THEN THE TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER SCALE IN FEET A PUBLIC ROAD. IF WASHING IS USED, PROVISIONS MUST BE MADE TO INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFF THE SITE. THE EXACT LOCATIONS SHALL BE COORDINATED WITH THE OWNERS CONSTRUCTION MANAGER. K. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES LEGEND ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. L. IF SOIL STOCKPILING IS EMPLOYED ON THE SITE, SILT FENCES SHALL EXISTING BE USED TO HELP CONTAIN THE SEDIMENT.g DENOTES FOUND M. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING 1/2" IRON PIPE PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. N. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL ale DENOTES SET 1/2" IRON BE DISPOSED OF WITHIN 30 DAYS AFTER FINAL STABILIZATION. MARKED R.L.S. 25718 FINAL STABILIZATION HAS OCCURRED WHEN ALL SOIL DISTURBING 0 UTILITY POLE ACTIVITIES ARE COMPLETED AND A UNIFORM PERENNIAL VEGETATIVE COVER WITH A DENSITY OF 70% OF THE COVER FOR UNPAVED AREAS AND LIGHT POLE AREAS NOT COVERED BY PERMANENT STRUCTURES HAS BEEN EMPLOYED. --------- OVERHEAD WIRES O. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, MANHOLE THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION CATCH BASIN CONTROL MEASURES (SILT FENCES, STRAW BALES, ETC.) TO HELP PREVENT EROSION AND STORM WATER POLLUTION. ; 3 CONCRETE P. ALL OFF -SITE CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH °"'"�' WORKING DAY, THIS INCLUDES BACKFILLING OF TRENCHES FOR STORM DRAINS & UTILITY CONSTRUCTION AND PLACEMENT OF GRAVEL OR BITUMINOUS PAVING PROPOSED FOR ROAD CONSTRUCTION. - -� BOUNDARY LINE MAINTENANCE — - RIGHT OF WAY LINE ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN, - GRADE BREAK AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL FINAL —XXX— CONTOUR ELEVATIONS STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL --- STORM DRAIN MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON AT LEAST ONCE: ---- EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A xXX.XX SPOT ELEVATIONS: RAINFALL EVENT, AND SHOULD BE CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: 1. STRAW BALE INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING, OR SHALL GENERAL GRADING NOTES BE REPLACED IF THEY SHOW SIGNS OF DETERIORATION. A. PRIOR TO INSTALLATION OF STORM OR SANITARY SEWER, THE 2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A CONTRACTOR SHALL EXCAVATE, VERIFY, AND CALCULATE ALL CROSSINGS GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED AND AND INFORM THE OWNER AND THE ENGINEER OF ANY CONFLICTS RESEEDED AS NEEDED. PRIOR TO CONSTRUCTION. THE ENGINEER WILL BE HELD HARMLESS IN THE EVENT THE ENGINEER IS NOT NOTIFIED OF DESIGN CONFLICTS. 3. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS B. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES SMOOTH AND 4" OF TOPSOIL APPLIED. IF ADEQUATE TOPSOIL IS NOT WHEN IT REACHES ONE-THIRD TO ONE-HA:_� THE HEIGHT OF THE AVAILABLE ON SITE, THE CONTRACTOR SHALL PROVIDE TOPSOIL, SILT FENCE. APPROVED BY THE OWNER, AS NEEDED. THE AREA SHALL THEN BE 4. THE CONSTRUCTION ENTRANCES SHALL BE MAINTAJNED IN A CONDITION SEEDED, FERTILIZED, MULCHED, WATERED AND MAINTAINED UNTIL WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC HARDY GRASS GROWTH IS ESTABLISHED IN ALL AREAS (SEE RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE LANDSCAPE PLAN FOR SEED MIX AND PROPER APPLICATION RATE). CONSTRUCTION ENTRANCES AS CONDITIONS DEMAND. ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE PROJECT SHALL BE CORRECTED BY THE CONTRACTOR AT NO 5. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD ADDITIONAL COST TO THE OWNER. CONDITION (SUITABLE FOR PARKING AND TORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS C. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION CONDITIONS DEMAND. AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE SEQUENCE OF CONSTRUCTION: EXAMPLE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. 1. INSTALL STABILIZED CONSTRUCTION ENTRANCES. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT 2. PREPARE TEMPORARY PARKING AND STORAGE AREA. LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD 3. CONSTRUCT THE SILT FENCES ON THE SITE. LOCATION OF UTILITIES. 4, CLEAR AND GRUB THE SITE. 5. BEGIN GRADING THE SITE. GENERAL EROSION NOTES 6. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES 7. TEMPORARILY SEED DENUDED AREAS. A. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM 8. INSTALL UTILITIES WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE 9. PREPARE SITE FOR PAVING. STORM WATER POLLUTION PREVENTION PLAN AND THE STATE OF 10. PAVE SITE. MINNESOTA NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM 11. COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND PLANTING. GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIAR WITH 12. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES THEIR CONTENTS. (ONLY IF SITE IS STABILIZED). B. THE TEMPORARY PARKING AND STORAGE AREA SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AREA, EQUIPMENT CLEANING AREA, EMPLOYEE BREAK AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. THE EXACT LOCATIONS SHALL BE COORDINATED WITH THE OWNERS Q GRADING NOTES CONSTRUCTION MANAGER. 18D MATCH EXISTING PAVEMENT ELEVATIONS C. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT l 73A INSTALL ROCK CONSTRUCTION ENTRANCE PER CITY OF CLEANING, ETC.) SHALL BE DISPOSED OF IN A MANNER THAT PREVENTS --- CHANHASSEN STANDARD DETAIL NO. 5301 "ROCK CONTACT BETWEEN THESE MATERIALS AND STORM WATER THAT IS CONSTRUCTION ENTRANCE". DISCHARGED FROM THE SITE. 73B INSTALL SILT FENCE PER CITY OF CHANHASSEN STANDARD D. MAINTAIN ON THE SITE OR HAVE READILY AVAILABLE SUFFICIENT OIL DETAIL NO. 5300 "SILT FENCE". AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. E. DUST ON THE SITE SHALL BE CONTROLLED BY SPRAYING WATER ON DRY AREAS OF THE SITE. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. F. NO RUBBISH, TRASH, GARBAGE, OR OTHER SUCH MATERIALS SHALL BE DISCHARGED INTO DRAINAGE DITCHES OR WATERS OF THE STATE. G. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THIS PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE INITIATED AS SOON AS PRACTICABLE. LOT 1 LOT 2 LOT 3 PER CITY REVIEW COMMENTS TOTAL LOT AREA = 23,474 sq. ft. TOTAL LOT AREA = 20,778 sq. ft. TOTAL LOT AREA = 17,119 sq. ft. REVISION 1 25% OF TOTAL LOT = 5,868 sq. ft. 25% OF TOTAL LOT = 5.194 sq. ft. 25% OF TOTAL LOT = 4,280 sq. ft. INITIAL DESIGN 6-29-05 NRT ALC ALC RR PROP. PRIVATE DRIVE = 336 sq. ft. PROP. PRIVATE DRIVE = 2,230 sq. ft. PROP. PRIVATE DRIVE = 0 sq. ft. DATE PRN PM I DES I DRW PROP. DRIVEWAY = 1,600t sq ft. PROP. DRIVE = 850t sq. ft. PROP. DRIVE = 1,674t sq. ft. PROP. HOUSE = 3,930t sq. t. PROP. HOUSE= 2,114t sq. ft. PROP. HOUSE = 2,606t sq. ft. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WASPREPER MY\``7711Iii1J1/1j NOTE: DIRECT SUPERVISIOED BY ME NRAND OTHAT i AM ��;TES$/f�7/i��i These numbers reflect proposed impervious areas as shown on this drawing. Final BENCHMARK CALL BEFORE YOU DIG! A DULY LICENSED PROFESSIONAL 1 . �� ® ENGINEERING ad and driveway IOCatIODS and Size to be determined b the individual builders In ENGINEER UNDER THE LAWS OF THE RE.G ISTERED * ; C� %� %� P Y y SANITARY MANHOLE TOP GRATE WEST OF SITE IN STREE OF MIN TA. ASSOCIA MS, INC order to conform to impervious area requirements of the City of Chanhassan ELEVATION = 851.21 Gopher State One Cal l = *1 PROFESSIONAL : ,r_ V * ENGINEER ; xF = OEM ENGINEERS PLANNERS SURVEYORS TWIN CITY AREA: 657-454-0002 � % lF =, 28384 �\ TOLL FREE: 1-800-252-1166 !�%`ft•• • '�P 2277 WEST HIGHWAY 36 SUITE 200 (651) 697-0800 JOB NO.: 21292 NEIL TESSIER, P.E.At .•• ••50 �J OFMByNE �� ROSEVILLE, MN 55113 FAX (651) 697-0804 DWG NAME. 21292PROJ PPP/%K74U•6444�'� 7-20-05 26364 GRADING PLANDATE SHEET N0. DATE REG. NO. 7-20-05 6W A11 � WA'iA PARKWAY 03 w PM 4 OF 5 CHAAHASSEN AGVESOTA REv-r 0 2004 Cep ENGINEMNG ASSOaAM% aVC IA 47 PVC 02.0% z I" COPPER ��/[/''1/1'�� ..+. ....�� ~ . .=.=. . . . .. - U � � �---�� 1"COPP[R�� UU �� '�� - k-'�\�6. 0 U \ � \ \ U A . . . . . . . . .=.=. j � � \ \ � �-��--��-��------------------------------~~� ��DILA�j .�! I PER Lo TV JI ou BENCHMAW SANITARY MANHOLE TOP OF GRATE WEST OF SITE IN STREE � � CALL BEFORE YOU DIG! Gopher State One Call TWIN CITY AREA: 65l-454-O007 TOLL FREE: 1-800-252-1186 |HEREBYSERl7FYTHAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT xW A DULY LICENSED PROFESSIONAL [N(BWE[R UNDER THE LAWS OF THE �7�0FM|NMUKqA. EXISTING DENOTES FOUND 1/2" |R0M PIPE � DENOTES SET 1/2- IRON - MARKED R.L.S. 25718 0 UTILITY POLE Cf LIGHT POLE OVERHEAD WIRES MANHOLE CATCH BASIN [/``^ CONCRETE [�` GENERAL UTILITY NOTES A. ALL WATER LINES SHALL BE INSTALLED PER CITY OF CHANHAS5EM STANDARD CODES. B. ALL SEWER SERVICE MATERIAL INCLUDING PIPE, my8ES AND FITTINGS SMALL B[ SUR 26. C. CONTRACTOR SHALL COORDINATE ANY DISRUPTIONS TO EXISTING UTILITY SERVICES NTH ADJACENT PROPERTY OWNERS, D. ALL ELECTRIC, TELEPHONE AND GAS EXTENSIONS INCLUDING SERNCE LINES SHALL 8ECONSTRUCTED TO THE APPROPRIATE UTILITY COMPANY SPECIFICATIONS. ALL UTILITY DISCONNECTIONS SHALL BE COORDINATED WITH THE DESIGNATED UTILITY CVMP&N|ES- E. CONSTRUCTION SHALL NOT START ON ANY PUBLIC UTILITY SYSTEM UNTIL WRITTEN APPROVAL HAS BEEN RECEIVED BY THE ENGINEER FROM THE APPROPRIATE GOVERNING AUTHORITY AND CONTRACTOR HAS BEEN NOTIFIED BY THE ENGINEER. F. PRIOR TDTHE CONSTRUCTION OFORCONNECTION TOANY STORM DRAIN, SANITARY SEWER, WATER MAIN OR ANY OF THE DRY UTUll[S, THE CONTRACTOR SHALL EXCAVAT[, VERIFY AND CALCULATE ALL POINTS OF CONNECTION AND ALL UTILITY CROSSINGS AND INFORM C@ [m8|NE[R/NV AND THE OWNER/DEVELOPER OF ANY CONFLICT OR REQUIRED DEVIATIONS FROM THE PLAN. N0T71CATl0N SHALL BE MADE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. CE| ENGINEERING AND ITS CLIENTS SHALL BE MELD HARMLESS IN THE EVENT THAT THE CONTRACTOR FAILS TO MAKE SUCH NOTIFICATION. G. UNLESS OTHERWISE SHOWN, CALLED OUT OR SPECIFIED HEREON OR Y0TH|N SPECIFICATIONS: ALL WATER AND SANITARY SEWER SBRY1C[3 SHALL BE INSTALLED PER CITY OF CHANHAS8EN WATER AND SEWER SPECIFICATIONS. H. ALL [X5|TINGUTILITY C/0,S^ ABANDONMENTS, RELOCATIONS AND ADJUSTMENTS SHALL BE PROVIDED BYTHE CONTRACTOR. |. CONTRACTOR SHALL COORDINATE SITE LIGHTING DES|GN, LAYOUT AND CONSTRUCTION WITH THE ARCHITECT. J. A 10~F{k}TCLEAR SPACE MUST BEMAINTAINED AROUND FIRE HYDRANTS I.E. STK[[TLAMP, TREES, SHRUBS, BUSHES XCEL ENERGY, QUEST, CABLE TV AND TRANSFORMER BOXES. THIS IS TO ENSURE THAT THE FIRE HYDRANTS CAN BE QUICKLY LOCATED AND SAFELY OPERATED BY FIREFIGHTERS (PURSUANT TUCHANHASSEN CITY ORDINANCE 9-1. C) UTILITY NOTES � 22C M.J. GATE VALVE NTH ADJUSTABLE VALVE BOX (PER LOCAL CODE) * 22T W.J. CAP/PLUG WITH THRUST BLOCKING (PER LOCAL CODE) v+ 22H 45'M.J. BEND NTH THRUST BLOCKING REVISION 1 INITIAL DESIGN ENGINEERING LCAEJUASSOCIAMS INC ENGINEERS PLANNERS SURVEWO—RS LMLffYPLAN DATE SHEET NO, 07-20-05 MINNEWASHTA CREEK HILL order to conform to impervious area requirements of the City of Chanhassan 0 30 60 7=m ■ EXISTING LEGAL DESCRIPTION: $ Lot 1, Block 1, MINNEWASHTA CREEK FIRST ADDITION, Carver County, Minnesota. $ SURVEY NOTES: 1. BEARINGS ARE PER THE RECORDED PLAT OF MINNEWASHTA CREEK FIRST ADDITION. 2. EASEMENTS, IF ANY, MAY EXIST AND ARE NOT SHOWN ON THIS SURVEY. 3. NO WETLAND DELINEATIONS WERE PERFORMED FOR THIS SURVEY. 4. NO UNDERGROUND UTILITIES WERE LOCATED OR SHOWN ON THIS SURVEY. S. TREES WERE IDENTIFIED BY PRISCILLA SHANNON OF CORNERSTONE LAND SURVEYING, INC. GRADING NOTE $ EACH PROPOSED LOT WILL BE CUSTOM GRADED AS EACH INDIVIDUAL LOT IS DEVELOPED $ AREA - TOTAL PROPERTY = 61,371 SQ. FT./1.41 ACRES BUILDING SETBACKS SIDE 10 FT. REAR 30 FT. ROAD 30 FT. PMV. DRIVE 30 FT. ZONING $ Lot 1, Block 1, Minnewashta Creek First Addition, Carver County, per the City of Chanhassan, is zoned RSF (Single Fai-oily Residential District) SYMBOLS: DENOTES FOUND 0 UTILITY POLE 1 /2" IRON PIPE 9 LIGHT POLE O DENOTES SET 1 /2" IRON "— OVERHEAD WIRES MARKED R.L.S. 25718 c MANHOLE -- - --- DENOTES EXISTING • CATCH BASIN WATERMAIN CONCRETE --- < ------ DENOTES EXISTING . aso EXISTING ELEVATION SANITARY SEWER -- <'<----- DENOTES EXISTING STORM SEWER :i DENOTES TREE TO BE REMOVED USING CURRENT BUILDING CONFIGURATION, HOWEVER THE FINAL CONFIGURATION AND TREE REMOVAL NEEDED WILL BE DETERMINED BY THE INDIVIDUAL SITE PLAN SUBMITTED BY THE BUILDER. PROPOSED DRAINAGE AND UTILITY EASEMENTS ARE THUS: 0 0 BEING 5 FEET IN WIDTH AND ADJOINING SIDE LOT LINES AND BEING 10 FEET IN WIDTH AND ADJOINING REAR LOT LINES AND RIGHT-OF-WAY LINES UNLESS OTHERWISE SHOWN. TREE NOTES 45 TOTAL TREES ON PROPERTY 2 TREE TO BE REMOVED BY CONSTRUCTION OF A 20 FT. PRIVATE DRIVE 9 TREES TO BE REMOVED USING CURRENT BUILDING CONFIGURATION, HOWEVER THE FINAL CONFIGURATION AND TREE REMOVAL NEEDED WILL BE DETERMINED BY THE INDIVIDUAL SITE PLAN SUBMITTED BY THE BUILDER. TREES TO BE REMOVED AT TIME OF BUILDING CONSTRUCTION �50 6 CALL BEFORE YOU DIG! Gopher State One Call TWIN CITY AREA: 651-454-0002 TOLL FREE: 1-800-252-1166 CHANHASSEN CONTACT: $ OWNER: TIMOTHY J & MARY T COLLERAN 6560 Minnewashta Pky Excelsior, MN 55331 DEVELOPER: BOB RICK 523 Lake AV. St. Paul, MN 55110 tele: 612 805-5773 COUNTY: $ CARVER C O SEAL: $ THE STATE OF MINNESOTA DOES NOT REQUIRE A SEAL. CERTIFICATION: i hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duty Licensed Land Surveyor underthe I he state of MINNESOTA, a iel L Thurmes Regis ration No: 25718 Date:6__ 9�05 REVISIONS: $ DATE REVISION 6-28-05 ORIGINAL SURVEY 7-21-05 REVISE PER CITY PROJECT LOCATION: $ 6560 MINNWASHTA PKWY EXCELSIOR, MINNESOTA P.1. E:).4#2 5480001 O Suite #B100 200 East Chestnut Street Stillwater, MN 55082 Phone 651.275.8969 Fax 651.275.8976 dlt-csls@ mcleodusa .net CORNERSTONE L-ANE:) SURVEYING, INC $ FILE NAME / Z/ &5 SURVRROI 36 PROJECT NO. / 850 RRO5001 Is,iW9 PRELIMINARY PLAT ... ryr EXISTING 2< -' 2,130 sq. ft. REMOVED .24."ASA Egg sq. Ft. i REMAiNNG 1,431 sq. ft. �Q .t EXISTING ...-.- .... i 4q1 sq. ft. _i REMOVED .'.'.-:..i REMANM 0 sq. It. , ............ . ..'{ I "� . "tb PINE - `, 28' DDL ASH ?8 ASH Pv� 28 Aswo MAPLE .: - ` ' Cr IT TREE.'.-._ 24" A3Yl atA L ---- - - -- --- -- - 1C" . .... APPLE S ` OW . --. 36 -ASH �hEAD U7-/U1Y / I VICINITY MAP i 7 CITY OF CHANHASSAN CARVER COUNTY, MINNESOTA Q5 n en Cr. Z 51rE ONO SCALE) es re ur, � Glendale p _\_\ .,tP a� P MINNEWASHTA CREEK HILL OVERHEAD UTILITY yo EXISTIN 435 sq. ft. REMOVED O sq. ft .- 9filANN1NG yr` MAOTi . _.....- ft. g62 sq. ft REMOVED 2 sq. ft. REft 0 sq. ft. 59 sq. Ft REMGVED 0 sq. ft. 156 Asq. i� � v o 1 20' -1 mZv - PINE EX15TU�S \\ 491 s Z \ 491 sq. ft. ... \ EXISTING 25304 sq. ft. \ ------- ___ REMOVED \ F 5534 sq. R..OEMAWNC i ...... O ft. ' A sq. r . .. ..... BASSWOOD-� J }6 ASH ..- FND 1 /27 11) .......... e. Pam' ,, ` .-.. _.-.- ` . .-. c sts�Wc�D. .-.-. -. 2fi ASH.. �26 HAOKB£RkV- 26"N R-- ?R.PRY / r __F -- - � I.� I IREMAIdIJG 21,7g5 sq, It. = 35.5% EXISTING 30,315 sq. ft. = 4q.4% lot area 61,371 sq. ft- 0 30 60 %7%mm EXISTING LEGAL DESCRIPTION: Lot 1, Block 1, MINNEWASHTA CREEK FIRST ADDITION, Carver County, Minnesota. TREE SURVEY NOTES: 1. TREES WERE IDENTIFIED BY PRISCILLA SHANNON OF CORNERSTONE LAND SURVEYING, INC. AND FIELD LOCATED. 2. TREE COVERAGES WERE TAKEN FROM AERIAL PHOTOS. GRADING NOTE EACH PROPOSED LOT WILL BE CUSTOM GRADED AS EACH INDIVIDUAL LOT IS DEVELOPED CANOPY AREAS: TOTAL PROPERTY = 61,371 SQ. FT. /1.41 ACRES EXIS'ING CANOPY = 30,315 = 49.4% CANJPY REMOVED = 8,520 =13.9% CANOPY AFTER REMOVEA = 21,795 = 35.5% SYMBOLS: DENOTE EXISTING TREE. DENOTES TREE TO BE REMOVED USING CURRENT BUILDING CONFIGURATION, HOWEVER THE FINAL CONFIGURATION AND TREE REMOVAL NEEDED WILL BE DETERMINED BY THE INDIVIDUAL SITE PLAN SUBMITTED BY THE BUILDER. ;." DENOTES EXISTING TREE CANOPY •"l ® DENOTES CANOPY TO BE REMOVED TREE NOTES 45 TOTAL TREES ON PROPERTY 2 TREE TO BE REMOVED BY CONSTRUCTION OF A 20 FT. PRIVATE DRIVE 9 TREES TO BE REMOVED USING CURRENT BUILDING CONFIGURATION, HOWEVER THE FINAL CONFIGURATION AND TREE REMOVAL NEEDED WILL BE DETERMINED BY THE INDIVIDUAL SITE PLAN SUBMITTED BY THE BUILDER. TREES TO BE REMOVED AT TIME OF BUILDING CONSTRUCTION CALL BEFORE YOU DIG! Gopher State One Call TWIN CITY AREA: 6S1-454-0002 TOLL FREE: 1-800-252-1166 CHANHASSEN CONTACT: OWNER: TIMOTHY J & MARY T COLLERAN 6560 Minnewashta Pky Excelsior, MN 55331 DEVELOPER: BOB RICK 523 Lake AV. St. Paul, MN 55110 tele: 612 805-5773 COUNTY. - CARVER cou NTv SEAL: THE STATE OF MINNESOTA DOES NOT REQUIRE A SEAL. CERTIFICATION: I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Land Surveyor under the I he state of MINNESOTA. iel L. Thurmes Regis ration No: 25718 Date: 2-21-05 REVISIONS: DATE REVISION 7-21-05 INITIAL PLAN PROJECT LOCATION: OL 6560 MINNWASHTA PKWY EXCELSIOR, MINNESOTA P_ 1 _ ID_02 5480001 0 Suite #B100 200 East Chestnut Street Stillwater, MN 55082 Phone 651.275.8969 Fax 651.275.8976 dlt-csts@ mcleodusa .net CORNERSTONE LAND SURVEYING, INC FILE NAME SURVRROI PROJECT NO. RRO5001 TREE INVENTORY/CANOPY PLAN MINNEWASHTA CREEK HILL KNOW ALL MEN BY THESE PRESENTS: That Brick Properties, LLC, a limited liability company, fee owner of the following described property situated in the County of Carver, State of Minnesota, to wit: Lot 1, Block 1, MINNEWASHTA CREEK FIRST ADDITION, Carver County, Minnesota. Has caused the same to be surveyed and platted as MINNEWASHTA CREEK HILL and does hereby donate and dedicate to the public for public use forever the easements for drainage and utility purposes as shown on the plat. in witness whereof said Brick Properties, LLC, a limited liability company, has caused these presents to be signed by its proper officer this ----- day of ----------------, 200-__. BRICK PROPERTIES, LLC, a limited liability company Robert L. Rick, Chief Manager STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this ----- day of ----------------- 200_-_, by Robert L. Rick, Chief Manager of Brick Properties, LLC, a limited liability company, on behalf of the company. Notary Public ---------------- County, Minnesota My Commission Expires -------------------- _---- I hereby certify that I have surveyed and platted the property described on this plat as MINNEWASHTA CREEK HILL; that the plat is a correct representation of the survey; that all distances are correctly shown on the plat in feet and hundredths of a foot; that all monuments will be correctly placed in the ground as shown, in accordance to Minnesota Statutes, Section 505.02, Subd. 1; that the outside boundary lines are correctly designated on the plat and that there are no wet lands as defined in Minnesota Statutes Section 505.02, Subd. 1 or public highways to be designated other than as shown. Daniel L. Thurmes, Land Surveyor Minnesota License No. 25718 STATE OF MINNESOTA COUNTY OF The foregoing Surveyor's Certificate was acknowledged before me this ----- day of Daniel L. Thurmes, Land Surveyor, Minnesota License No. 25718. Notary Public ---------- My Commission Expires CORNERSTONE LAND SURVEYINC, INC County, Minnesota 200--- by CHANHASSAN, MINNESOTA This plat of MINNEWASHTA CREEK HILL was approved and accepted by the City Council of Chanhassan, Minnesota, at a regular meeting thereof, held this ----- day of ________________, 200__-, and is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. All monuments will be set as specified by the City Council and as stated on this plat, according to Minnesota Statue, 505.02, Subd. 1. CITY COUNCIL OF THE CITY OF CHANHASSAN, MINNESOTA Mayor -, Administrator COUNTY SURVEYOR, Carver County, Minnesota Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this --------------- 200---• By: -------------------------------------- John E. Freemyer, Carver County Surveyor COUNTY AUDITOR, Carver County, Minnesota day of I hereby certify that taxes payable in ---------- and prior years have been paid for land described on this plat. Dated this _____ day of ---------------, 200---. in Mark Lundgren, County Auditor COUNTY RECORDER, Carver County, Minnesota I hereby certify that this plat of MINNEWASHTA CREEK HILL was filed this at -___ o'clock ___.M. as Document No. ------------. .39 Carl W. Hanson, Jr., County Recorder day of 200_.__, SHEET 1 OF 2 SHEETS MINNEWASHTA CREEK HILL sus-, 04'00 „E v ' ter., �• AL > i ♦ J l / � \ l \ ' J C1 0Go / a / Ow 3£ / CORNERSTONE LANE) SURVEYING, INC 'lam NORTH 0 30 60 %7m SCALE IN FEET DRAINAGE AND UTILITY EASEMENTS ARE SHOWN AS THUS: - o---J I L - - o - BEING 5 FEET IN WIDTH AND ADJOINING S!DE LOT LINES AND BEING 10 FEET IN WIDTH 4ND ADJOINING REAR LOT LINES AND RIGHT—OF—WAY LINES UNLESS OTHERWISE SHOWN. o Denotes 112 inch iron pipe set market' RLS 25718 • Denotes found 112 inch iron monument The westerly line of Lot 1, Block 1, MINNEWASHTA CREEK FIRST ADDITION, is assumed to have a bearing of N14°56'00"E. SHEET 2 OF 2 SHEETS VICINITY MAP CITY OF CHANHASSAN CARVER COUNTY, MINNESOTA � SITE es � ur ndole D P Q . Oq i MINNEWASHTA CREEK HILL / OVERHEAD UTILITY ' EXISTING 20 'wr ...1 o MAPLE. % 2,130 sq. ft. HICA """-- REMOVE 3 .... �`.. -- .......� _"'� i REMAMNG -'-----'� 1,431 sq. rt. h EXISTMG 7 346 sq. ft. _ REMOVED 346 sq. P . 0 sq. ft. It 24.".-ASH".".".".� ......., 4ql sq. ft. REMOVED 4ql sq. Ft. i REMANNG i - 15 PINE 28' OEIL ASH ... .". .":" 28 ASH ry .. P� .:. ?8 ASH 30`-MAPLE ".-.. - - - ... - - 28 ASH.". / -- -.-. .. -.." 8','" ASH .........�'. ." 2 - - - .. - .... .. ................ ..... s. r 9' .g:.." -.-.-- - - -Y4' APPLE. i OAR- 36 -ASH ",".. S H O z (NO SCALE) ;NCI 1/2., IF) Zi RY aj tt EXISTM 435 sq. Ft. i q REMOVED 1" or Ft. 962 sq. ft. nb sq. I REMOVED - REMOVED 2 sq. FL. O sq. Ft. REMANNG D sq. ft. 156 sq. rt� i' i I I > m o i I-- 20' -1 { PINE ZC) REMOVE ..� �➢ Z 4ql sq. ft. -.. - a \ ANNG \ sq. ft. \ � � \ EXISTMG 25304 sq. Ft. \ �`�. _.- - ---_- I RENAMING 21,795 sq. ft. = 35.5Y. EXISTMG 30,315 sq_ ft, = 49.4% lot wea 61,371 sq. ft. a 0 30 60 ,%7=m EXISTING LEGAL DESCRIPTION: Lot 1, Block 1, MINNEWASHTA CREEK FIRST ADDITION, Carver County, Minnesota. TREE SURVEY NOTES: 1. TREES WERE IDENTIFIED BY PRISCILLA SHANNON OF CORNERSTONE LAND SURVEYING, INC. AND FIELD LOCATED. 2. TREE COVERAGES WERE TAKEN FROM AERIAL PHOTOS. GRADING NOTE EACH PROPOSED LOT WILL BE CUSTOM GRADED AS EACH INDIVIDUAL LOT IS DEVELOPED CANOPY AREAS: TOTAL PROPERTY = 61,371 SQ. FT./1.41 ACRES EXISTING CANOPY = 30,315 = 49.4% CANOPY REMOVED = 8,520 =13.9% CANOPY AFTER REMOVEA = 21,795 = 35.5% SYMBOLS: DENOTE EXISTING TREE. DENOTES TREE TO BE REMOVED USING CURRENT BUILDING CONFIGURATION, HOWEVER THE FINAL CONFIGURATION AND TREE REMOVAL NEEDED WILL BE DETERMINED BY THE INDIVIDUAL SITE PLAN SUBMITTED BY THE BUILDER. DENOTES EXISTING TREE CANOPY ® DENOTES CANOPY TO BE REMOVED TREE NOTES 45 TOTAL TREES ON PROPERTY 2 TREE TO BE REMOVED BY CONSTRUCTION OF A 20 FT. PRIVATE DRIVE 9 TREES TO BE REMOVED USING CURRENT BUILDING CONFIGURATION, HOWEVER THE FINAL CONFIGURATION AND TREE REMOVAL NEEDED WILL BE DETERMINED BY THE INDIVIDUAL SITE PLAN SUBMITTED BY THE BUILDER. TREES TO BE REMOVED AT TIME OF BUILDING CONSTRUCTION CALL BEFORE YOU DIG! Gopher State One Call TWIN CITY AREA: 651-454-0002 TOLL FREE: 1-800-252-1166 i CHAN HASSEN CONTACT: OWNER: TIMOTHY J & MARY T COLLERAN 6560 Minnewashta Pky Excelsior, MN 55331 DEVELOPER: BOB RICK 523 Lake AV. St. Paul, MN 55110 tele: 612 805-5773 COUNTY- 11111111111111114 CARVER CO V NTY SEAL - THE STATE OF MINNESOTA DOES NOT REQUIRE A SEAL CERTIFICATION: I hereby certify that this plan was prepared by me, or under my direct supervision, and that am a duly Licensed Land Surveyor under the laws -of, he state of MINNESOTA. iel L Thurmes Regis ration No: 25718 Date:?-21-05 REVISIONS: DATE REVISION 7-21-05 INITIAL PLAN PROJECT LOCATION: 6560 MINNWASHTA PKWY EXCELSIOR, MINNESOTA P_I_EIII_#Z 5480001 0 Suite #B100 200 East Chestnut Street S1111Water, MN 55082 Phone 651.275.8969 Fax 651.275.8976 dIt-csis@ mcieodusa .net CORNERSTONE LAND SURVEYING, INC FILE NAME SURVRROI PROJECT NO. RRO5001 TREE INVENTORY/CANOPY PLAN RES/DENlI�I L DE l/EL OPMENT 5560 MINNE I/1/A SHTA PA RK W,4 Y CHANHASSEN, TA NI�II�IN�l�500 GENERAL NOTES: RESOURCE LIST: ZG A. TOPOGRAPHIC BOUNDARY SURVEY, INCLUDING PROPERTY LINES, LEGAL i OWNER/DEVELOPER CITY OF CHANHASSEN DESCRIPTION, EXISTING UTILITIES, SITE TOPOGRAPHY WITH SPOT RICK REALTY ENGINEERING DIVISION ELEVATIONS, OUTSTANDING PHYSICAL FEATURES AND EXISTING STRUCTURE BOB RICK PAUL OEHME LOCATIONS WAS PROVIDED BY THE FOLLOWING COMPANY, AS A CONTRACTOR 523 LAKE AVENUE 7700 MARKET BLVD. ST. PAUL, MN 55110 CHANHASSEN, MN 55317 TO THE SELLER/OWNER: PHONE: (612) 805-5773 PHONE: (952) 227-1169 TOPOGRAPHY/BOUNDARY: DANIEL THURMES FAX: (952) 227-1110 CORNERSTONE LAND SURVEYING, INC. 3'P 200 EAST CHESTNUT STREET SUITE #B100 7 �� CONSULTANT CONTACT PLANNING DIVISION STILLWATER, MN 55082 2 CAR CEI ENGINEERING ASSOCIATES, INC. SHARMEEN AL-JAFF PHONE: (651)-275-8969 �Q �1NpEN CHA MARKET BLVD. Z. NEIL TESSIER, P.E. CHANHASSEN, MN 55317 FAX: (651)-275-8976 Q 2277 WEST HIGHWAY 36 � PHONE: (952)-227-1134 CEI ENGINEERING AND ITS ASSOCIATES WILL NOT BE HELD RESPONSIBLE FOR SUITE 200 FAX: (952)-227-1110 THE ACCURACY OF THE SURVEY OR FOR DESIGN ERRORS OR OMISSIONS ROSEVILLE, MN 55113 RESULTING FROM SURVEY INACCURACIES. PHONE: (651)-697-0800 FAX: (651)-697-0804 SURVEYING B. ALL PHASES OF SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE LINDEN CLR CORNERSTONE LAND SURVEYING, INC. OWNER / DEVELOPER SITE WORK SPECIFICATIONS. SITE DANIEL THURMES ELECTRIC 200 EAST CHESTNUT STREET C. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF EXISTING XCEL ENERGY SUITE #B100 STRUCTURES, RELATED UTILITIES, PAVING, UNDERGROUND STORAGE LINDA MACHEMEL STILLWATER, MN 55082 TANKS AND ANY OTHER EXISTING IMPROVEMENTS AS NOTED. SEE SITE CES�p 710 S. PINE ST. PHONE: (651)-275-8969 WORK SPECIFICATIONS. CURVE WACONIA, MN 55387 FAX: (651)-275-8976 PHONE: (952) 470-3321 D. CONTRACTOR IS TO REMOVE AND DISPOSE OF ALL DEBRIS, RUBBISH AND FAX: (952) 442-5599 OTHER MATERIALS RESULTING FROM PREVIOUS AND CURRENT DEMOLITION CRESTVIEW DR. OPERATIONS. DISPOSAL WILL BE IN ACCORDANCE WITH ALL LOCAL, STATE AND/OR FEDERAL REGULATIONS GOVERNING SUCH OPERATIONS. PHONE QWEST E. THE GENERAL CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR AND GARY ROBERSON SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE Vicinity Map TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS GLEN PRAIRIE OFFICE PHONE: (612) 798-7707 PROJECT. F. WARRANTY/DISCLAIMER: NOT TO SCALE THE DESIGNS REPRESENTED IN THESE PLANS ARE IN ACCORDANCE WITH ESTABLISHED PRACTICES OF CIVIL ENGINEERING FOR THE DESIGN FUNCTIONS AND USES INTENDED BY THE OWNER AT THIS TIME. HOWEVER, NEITHER PLAN INDEX: THE ENGINEER NOR ITS PERSONNEL CAN OR DO WARRANT THESE DESIGNS OR PLANS AS CONSTRUCTED EXCEPT IN THE SPECIFIC CASES WHERE THE 1. COVER SHEET ENGINEER INSPECTS AND CONTROLS THE PHYSICAL CONSTRUCTION ON A APPROVED DATE CONTEMPORARY BASIS AT THE SITE. 2. SITE SURVEY G. SAFETY NOTICE TO CONTRACTOR: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, 3. DEMOLITION PLAN CITY OF CHANHASSEN THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND 4. SITE PLAN PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 5. GRADING/EROSION CONTROL PLAN ANY CONSTRUCTION OBSERVATION BY THE ENGINEER OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF 6. UTILITY PLAN FLOOD CERTIFICATION: THE CONTRACTOR'S SAFETY MEASURES, IN, ON OR NEAR THE CONSTRUCTION SITE. 7. LANDSCAPE PLAN 8. DETAIL SHEET THE PROPERTY IS LOCATED IN THE FLOOD ZONE "C" (AREA OF MINIMAL FLOODING) H. WETLANDS NOTE: AS DETERMINED BE THE NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE ANY DEVELOPMENT, EXCAVATION, CONSTRUCTION, OR FILLING IN A U.S. RATE MAP FOR CARVER COUNTY, MINNESOTA, MAP NUMBER 270051005E DATED JULY 2, 1979 CORPS OF ENGINEERS DESIGNATED WETLAND IS SUBJECT TO LOCAL, STATE AND FEDERAL APPROVALS. THE CONTRACTOR SHALL COMPLY WITH ALL PERMIT REQUIREMENTS AND/OR RESTRICTIONS AND ANY VIOLATION WILL BE SUBJECT TO FEDERAL PENALTY. THE CONTRACTOR SHALL HOLD THE OWNER/DEVELOPER, THE ENGINEER AND THE LOCAL GOVERNING AGENCIES HARMLESS AGAINST SUCH VIOLATION. I HEREBY CERTIFY THAT THIS ENGINEERING DIRECT SUPERVISION AND THAT AM A DULY LICENSED PROFESSIONAL ENGINEERRUNDER UNDER THE LAWS OF THE CALL BEFORE YOU DIG! STATE OF MI ESOTA. Gopher State One Call ASSOCIA TES INC CITY OF CHANHASSEN RECEIVED g TWIN CITY AREA: 651-454-0002 NEIL TESSIER, P.E. TOLL FREE: 1-800-252-1166 ENGINEERS PLANNERS SURVEYORS OCT 3 1 2005 10-14-05 26364 2277 WEST HIGHWAY 36 SUI TE 200 (657) 697-0800 CHANHASSEN PLANNING DEPT DATE REG. N0. ROSEVILLE, MN 55115 FAX (651) 697-0804 *Arkonsos Coll*formb Florl'do Tennessee Georgia * Texas Indl*ono Pennsylvonlb Minnesota CHANHASSEN GREED /-I J,y 0 30 60 %7%== EXISTING LEGAL DESCRIPTION: Lot 1, Block], MINNEWASHTA CREEK FIRST ADDITION, Carver County, Minnesota. SURVEY NOTES: 1. BEARINGS ARE PER THE RECORDED PLAT OF MINNEWASHTA CREEK FIRSTADDITION. 2. EASEMENTS, IF ANY, MAY EXIST AND ARE NOT SHOWN ON THIS SURVEY. 3. NO WETLAND DELINEATIONS WERE PERFORMED FOR THIS SURVEY. 4. NO UNDERGROUND UTILITIES WERE LOCATED OR SHOWN ON THIS SURVEY. AREA: TOTAL PROPERTY - 61,371 SQ. FT./1.41 ACRES SYMBOLS. - DENOTES FOUND D UTILITY POLE 1 /2" IRON PIPE LIGHT POLE • DENOTES SET 112" IRON —°"— OVERHEAD WIRES MARKED R.L.S. 25718 a MANHOLE • CATCH BASIN CONCRETE CONTACT: OWNER: TIMOTHY J & MARY T COLLERAN 6560 Minnewashta Pky Excelsior, MN 55331 DEVELOPER: BOB RICK COUNTY: CAFZ\/EFR C O U IV TV SEAL: THE STATE OF MINNESOTA DOES NOT REQUIRE A SEAL. CERTIFICATION: I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Land Surveyor under the I the state of MINNESOTA. a iel L. Thurmes Regis ration No: 25718 Date:6_ 10-05 REVISIONS: DATE REVISION PROJECT LOCATION: 6560 MINNWASHTA PKWY EXCELSIOR, MINNESOTA P_1_E)_#25480001 0 .A 14 Suite #B100 200 East Chestnut Street Stillwater, MN 55082 Phone 651.275.8969 Fax 651.275.8976 dlt-csls@ mcleodusa 7 net CORNERSTONE LAND SURVEYING, INC i FILE NAME SURVRR01 PROJECT NO. RRO5001 CERTIFICATE OF SURVEY I0A 0 010 u 00 1� 4 d 4 i WATER VALVE: 51B 9A1y 1 TREE WALL 18 G� Illjlll ;` ', ; t IDtrG�O O / / / / / / .' 9A WALL ENCE , s 4cr i WALL WALL IBA / LIGHT POLE TREE IBA TREE A if 19A15 ENE 19p�N / // j/MPpLE ',TR �:. -,� X TREE 9A\ 19 WALL FENCE/ t� j.,' // WAALL ENCE IB\ POLE TREE 9 40" 0 y i 1 1 =, nub` d r rV .t OVt 30„ o f-ov TREE BENCHMARK SANITARY MANHOLE TOP OF GRATE WEST OF SITE IN STREE ELEVATION = 851.21 5�� \ n 0 4 CALL BEFORE YOU DIG! Gopher State One Call TWIN CITY AREA: 651-454-0002 TOLL FREE: 1-800-252-1166 0 20' 30' 40' SCALE IN FEET LEGEND EXISTING DENOTES FOUND 1/2" IRON PIPE DENOTES SET 1/2" IRON MARKED R.L.S. 25718 UTILITY POLE Lr, LIGHT POLE OVERHEAD WIRES MANHOLE CATCH BASIN CONCRETE GENERAL DEMOLITION NOTES A. THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE "CITY OF CHANHASSEN STANDARD SITE WORK SPECIFICATIONS". B. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF THE EXISTING STRUCTURES, RELATED UTILITIES, PAVING, UNDERGROUND STORAGE TANKS AND ANY OTHER EXISTING IMPROVEMENTS AS NOTED. SEE SITE WORK SPECIFICATIONS. C. CONTRACTOR IS TO REMOVE AND DISPOSE OF ALL DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROM PREVIOUS AND CURRENT DEMOLITION OPERATIONS. DISPOSAL WALL BE IN ACCORDANCE WITH ALL LOCAL, STATE AND/OR FEDERAL REGULATIONS GOVERNING SUCH OPERATIONS. D. THE GENERAL CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. E. ENGINEER'S NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. F. NO BURNING PERMITS WILL BE ISSUED FOR TREES TO BE REMOVED. TREES AND SHRUBS MUST EITHER BE REMOVED FROM SITE OR CHIPPED. p DEMOLITION NOTES 18A EXISTING TO BE REMOVED 19A EXISTING TO REMAIN 51B LIMITS OF SAWCUT AND PAVEMENT REMOVAL 74A REMOVE AND/OR PROPERLY ABANDON EXISTING SANITARY SEWER AND WATER SERVICES. EK CITY REVIEW COMMENTS 8-2-05 REVISION 2 P 10-14-05 REVISION 1 PER CITY REVIEW COMMENTS INITIAL DESIGN 6_29_05 NRT ALC ALC RR I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WASBY .-. ME /L///i ® ENGINEERING DIRECTRSDUPERVISIONRANDDER THA� I AM A DULY LICENSED PROFESSIONAL ��\\\LTESS/fq �.�' ,�i ��\ • •• ��j ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. �� : _.k; REGISTERED •:*s T /� cAril n ASSO�IA /ES.. Il`/li *; PROFESSIONAL : * ENGINEERS PLANNERS SURVEYORS j _ * ENGINEER * s 2277 WEST HIGHWAY 36 SUITE 200 (651) 697-0800 JOB NO.: 21292 ? * 26364 % J'`•, :.'t�� NEIL TESSIER, P. OF N�s�\��'� ROSEWLLE, MN 55113 FAX (651) 697-0804 DWG NAME: 21292PR0 DEMOLITION PLAN 65 MOVNEWASWA PARKWAY DATE 1 �: 4 PM5 SHEET N0. .3 OF 8 10-14-05 26364 /ITT 1411II II I1\,\ DATE REG. NO. CHANHASSEN, MINNESOTA REV-2 n 2004 CFI FNGINFFRING AS.S(XJAT .. INr J 15404' J+e "E LL.T _0 `S'I CO 1_ I I , i I i _..-.-.._,-.-..__. - .-. .--- D= CUSTOM GRADE SUBJECT TO CHANGES ------- PENDING FINAL HOUSE DESIGN OPTIONAL WO/LO GF=967.0 TOB=967.4 BF=958.4 LO=963.6 CUSTOM GRADE SUBJECT TO (GRADES ANGE PENDING FINA)L HOUSE DESIGN OPTIONAL LO/WO GF=9bl.0 TOB=969.1 BF=959.0 WO=961.0 a _--_-- — f —... / o� iSA �� i ;6"i i I I I I I I I L---J APPROMMATE PLACEMENT OF - HOUSE AND DRIVEWAY (TYP.) ei4R. v Pat BENCHMARK SANITARY MANHOLE TOP OF GRATE WEST OF SITE IN STREE ELEVATION = 851.21 71 CALL BEFORE YOU DIG! Gopher State One Call TWIN CITY AREA: 651-454-0002 TOLL FREE: 1-800-252-1166 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 10-14-05 26364 )ATE REG. NO. 0 20' 30' 40' SCALE IN FEET LEGEND EXISTING DENOTES FOUND 1/2" IRON PIPE DENOTES SET 1/2" IRON MARKED R.L.S. 25718 1 UTILITY POLE L LIGHT POLE OVERHEAD WIRES MANHOLE CATCH BASIN CONCRETE PROPOSED ---- BOUNDARY LINE GENERAL SITE NOTES A. ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. B. ALL CURB RETURN RADII SHALL BE 2' OR 10', AS SHOWN TYPICAL ON THIS PLAN, UNLESS OTHERWISE NOTED. C. UNLESS OTHERWISE SHOWN, CALLED OUT OR SPECIFIED HEREON OR WITHIN THE SPECIFICATIONS: PAVEMENT SHALL BE INSTALLED IN ACCORDANCE WITH DETAIL 8A OVER THE ENTIRE PARKING LOT AREA AND ALL APPROACH DRIVES. D. ALL PARKING LOT SIGN BASE SUPPORTS SHALL BE INSTALLED PER DETAIL 12F. SITE DETAILS SHIP IDS STOP BAR (TYP.). 70A TYPICAL ROAD SECTION Q SITE NOTES 13C LIMITS OF RETAINING WALL 15A "STOP' SIGN 18D MATCH EXISTING PAVEMENT ELEVATIONS 70B REPAIR/CONSTRUCT NEW BITUMINOUS TRAIL, CONCRETE CURB AND GUTTER AND STREET PER CITY OF CHANHASSEN STANDARD DETAILS. REVISION 2 10-14-05 REVISION 1 PER CITY REVIEW COMMENTS INITIAL DESIGN 6_29_05 NRT ALC ALC RR ENGINEERING *; REGISTERED•:*3 PROFESSIONAL ASSOCIATES, INC : *j * :• ENGINEER ,• * ENGINEERS PLANNERS SURVEYORS * •, 26364 *� J'j,•, ,.',�Q'�+" 2277 WEST HIGHWAY 36 SUITE 200 (651) 697-0800 JOB NO.: 21292 i�i,J,•� FO w1hF 1%**' \\`� ROSENLLE, MN 55113 FAX (651) 697-0804 DWG DATEME SHEET NO. SITE PLAN 10-28-05 6560 MINNEWASHTA PARKWAY 3:4 PM 4 OF 8 CHANHA N, MINNESOTA REV--2 0) 2004 C£1 ENGINEERING ASSOCIATES. INC. i Lz IC f n 1001e____ fjA IM tsy�. �. �' � � �� •4 � �s� 14j CF t 1 L 4\� 18D� -t\'. 31- CUSTOM GRADE GRADES SUBJECT TO C HANGE PENDING FINAL HOUSE DESIGN c' OPTIONAL LO" GF=967.0 `- TOB=967.4 BF=957.4 LO=963.6 fJ _,� fir` CUSTOM (GRADES SUB U �Ct7 ANGE PEN[ ��! c C;O a 2 HOUSE DI OPTIONAL TOB=` 1 ^ - BF=9° 1 , O tv I - WO=91 » __ V V fj 7 >---^_�5 0 U 77—_ I iTY lJ —ERHEAD f>T �t 1 ' e P �4 ! s ) 1 ( 1 SANITARY MANHOLE OF'�nWE T OF SITE IN STREE ELEVATION = 851.21 21161NV (SUMP) 944.33 952 GENERAL EROSION NOTES (CONT.) N. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE DISPOSED OF WITHIN 30 DAYS AFTER FINAL STABILIZATION. FINAL STABILIZATION HAS OCCURRED WHEN ALL SOIL DISTURBING ACTIVITIES ARE COMPLETED AND A UNIFORM PERENNIAL VEGETATIVE COVER WITH A DENSITY OF 70% OF THE COVER FOR UNPAVED AREAS AND AREAS NOT COVERED BY PERMANENT STRUCTURES HAS BEEN EMPLOYED. 0. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL MEASURES (SILT FENCES, STRAW BALES, ETC.) TO HELP PREVENT EROSION AND STORM WATER POLLUTION. P. ALL OFF -SITE CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING DAY, THIS INCLUDES BACKFILLING OF TRENCHES FOR STORM DRAINS & UTILITY CONSTRUCTION AND PLACEMENT OF GRAVEL OR BITUMINOUS PAVING FOR ROAD CONSTRUCTION. Q. EROSION CONTROL BLANKET SHALL BE INSTALLED ON ALL SLOPES GREATER THEN OR EQUAL TO 3:1. ALL EXPOSED SOIL AREAS SHALL HAVE TEMPORARY EROSION PROTECTION OF PERMANENT COVER YEAR ROUND ACCORDING TO THE FOLLOWING TABLE OF SLOPES AND TIME FRAMES TYPE OF SLOPE TIME STEEPER THEN 3:1 7 DAYS (MAXIMUM TIME AN AREA CAN 10:1 TO 3:1 14 DAYS REMAIN OPEN WHEN THE AREA IS NOT ACTIVELY BEING WORKED 0 20' 30' 40' SCALE IN FEET LEGEND EXISTING DENOTES FOUND 1/2" IRON PIPE FLATTER THEN 10:1 21 DAYS •) DENOTES SET 1/2 IRON MARKED R.LS. 25718 UTILITY POLE MAINTENANCE • ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN, LIGHT POLE AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE -----_---- OVERHEAD WIRES MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL *- MANHOLE MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON AT LEAST ONCE 3 CATCH BASIN EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A RAINFALL EVENT, AND SHOULD BE CLEANED AND REPAIRED IN ACCORDANCE CONCRETE WITH THE FOLLOWING: 1. STRAW BALE INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING, OR SHALL PROPOSED BE REPLACED IF THEY SHOW SIGNS OF DETERIORATION. BOUNDARY LINE 2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A - RIGHT OF WAY LINE GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED AND - - - - GRADE BREAK RESEEDED AS NEEDED. —XXX— CONTOUR ELEVATIONS 3. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS ===== STORM DRAIN IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES xXX.XX SPOT ELEVATIONS: WHEN IT REACHES ONE-THIRD TO ONE-HALF THE HEIGHT OF THE TG = TOP OF GRATE SILT FENCE. CONSTRUCTION FENCE — CF 4. THE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A CONDITION SF SILT FENCE WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC DRAINAGE ARROW RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION ENTRANCES AS CONDITIONS DEMAND. GENERAL EROSION NOTES 5. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS CONDITIONS DEMAND. SEQUENCE OF CONSTRUCTION: EXAMPLE 1. INSTALL STABILIZED CONSTRUCTION ENTRANCES. 2. PREPARE TEMPORARY PARKING AND STORAGE AREA. 3. CONSTRUCT THE SILT FENCES ON THE SITE. 4. CLEAR AND GRUB THE SITE. 5. BEGIN GRADING THE SITE. 6. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES. 7. TEMPORARILY SEED DENUDED AREAS. 8. INSTALL UTILITIES. 9. PREPARE SITE FOR PAVING. 10. PAVE SITE. 11. COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND PLANTING. 12. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES (ONLY IF SITE IS STABILIZED). !!� ` GENERAL GRADING NOTES A. PRIOR TO INSTALLATION OF STORM OR SANITARY SEWER, THE r i ! CONTRACTOR SHALL EXCAVATE, VERIFY, AND CALCULATE ALL CROSSINGS AND INFORM THE OWNER AND THE ENGINEER OF ANY CONFLICTS PRIOR TO CONSTRUCTION. THE ENGINEER WILL BE HELD HARMLESS IN �,� THE EVENT THE ENGINEER IS NOT NOTIFIED OF DESIGN CONFLICTS. B. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED SMOOTH AND 4" OF TOPSOIL APPLIED. IF ADEQUATE TOPSOIL IS NOT I \\ AVAILABLE ON SITE, THE CONTRACTOR SHALL PROVIDE TOPSOIL, APPROVED BY THE OWNER, AS NEEDED. THE AREA SHALL THEN BE <<< SEEDED, FERTILIZED, MULCHED, WATERED AND MAINTAINED UNTIL t( ! � '- HARDY GRASS GROWTH IS ESTABLISHED IN ALL AREAS (SEE LANDSCAPE PLAN FOR SEED MIX AND PROPER APPLICATION RATE). ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE PROJECT SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. `--�'"; �o- �� `'t C. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION Sf t AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS �* �F. ? ,t IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE :j ♦ !- ! t INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. 4 i THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD <4< LOCATION OF UTILITIES. D. CONSTRUCTION FENCE (TREE PRESERVATION) MUST BE INSTALLED t '<< AT THE LIMITS OF TREE REMOVAL. E. IF IMPORTING OR EXPORTING MATERIAL FOR DEVELOPMENT OF THE SITE ' IS NECESSARY, THE APPLICANT WILL BE REQUIRED TO SUPPLY THE <e CITY WI1H A DETAILED HAUL ROUTE AND TRAFFIC CONTROL PLAN. ? r' F. EACH PROPOSED WILL BE CUSTOM GRADED AS EACH INDIVIDUAL LOT ?? I IS DEVELOPED. CALL BEFORE YOU DIG! Gopher State One Call TWIN CITY AREA: 651-454-0002 TOLL FREE: 1-800-252-1166 Q GRADING NOTES 180 MATCH EXISTING PAVEMENT ELEVATIONS ;^ 73A INSTALL ROCK CONSTRUCTION ENTRANCE PER CITY OF -- -- CHANHASSEN STANDARD DETAIL NO. 5301 "ROCK CONSTRUCTION ENTRANCE". 73B INSTALL SILT FENCE PER CITY OF CHANHASSEN STANDARD DETAIL NO. 5300 "SILT FENCE". 73C INTSTALL CATCH BASIN W/SUMP PER CITY OF CHANHASSEN STANDARD DETAIL NO. 3104 "CB MH W/SUMP".INSTALL NEENAH R-2564 CASTING AND GRATE OR EQUAL. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS \\W'I 111111111// PREPARED BY MEMY DIRECT SU ERVISIONRANDDER THAT I AM \��`� TESS/F9ii��i/ A DULY LICENSED PROFESSIONAL :•• ENGINEER UNDER THE LAWS OF THE _ *; REGISTERED ••• *� STATE OF MINNESOTA, PROFESSIONAL : *_ *: ENGINEER : *E * 26364 NEIL TES IER, P.E. -� ��fpFOF MNE`'��P�v�� °°7j111111111111tt\ 10-14-05 26364 A. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE STATE OF MINNESOTA NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIAR WITH THEIR CONTENTS. B. THE TEMPORARY PARKING AND STORAGE AREA SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AREA, EQUIPMENT CLEANING AREA, EMPLOYEE BREAK AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. THE EXACT LOCATIONS SHALL BE COORDINATED WITH THE OWNERS CONSTRUCTION MANAGER. C. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DISPOSED OF IN A MANNER THAT PREVENTS CONTACT BETWEEN THESE MATERIALS AND STORM WATER THAT IS DISCHARGED FROM THE SITE. D. MAINTAIN ON THE SITE OR HAVE READILY AVAILABLE SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. E. DUST ON THE SITE SHALL BE CONTROLLED BY SPRAYING WATER ON DRY AREAS OF THE SITE. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. F. NO RUBBISH, TRASH, GARBAGE, OR OTHER SUCH MATERIALS SHALL BE DISCHARGED INTO DRAINAGE DITCHES OR WATERS OF THE STATE. G. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THIS PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE INITIATED AS SOON AS PRACTICABLE. H. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY WILL BE STOPPED FOR AT LEAST 21 DAYS, SHALL BE TEMPORARILY SEEDED/SODDED IMMEDIATELY. I. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY SEEDED. THESE AREAS SHALL BE SEEDED IMMEDIATELY AFTER THE LAST CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS. J. IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTION ENTRANCES IS NOT SUFFICIENT TO REMOVE THE MAJORITY OF DIRT OR MUD, THEN THE TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER A PUBLIC ROAD. IF WASHING IS USED, PROVISIONS MUST BE MADE TO INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFF THE SITE. THE EXACT LOCATIONS SHALL BE COORDINATED WITH THE OWNERS CONSTRUCTION MANAGER. K. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. STREET CLEANING OF SOIL TRACKED ONTO PUBLIC STREETS SHALL INCLUDE DAILY STREET SCRAPING AND STREET SWEEPING AS NEEDED. L IF SOIL STOCKPILING IS EMPLOYED ON THE SITE, SILT FENCES SHALL BE USED TO HELP CONTAIN THE SEDIMENT. M. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. REVISION 2 - 10-14-05 REVISION j PER CITY REVIEW COMMENTS INITIAL DESIGN 6-.-NRT ALC ALC ^RR " � ENGINEERING �� ASSOCIATES, INC /JGW/-GAC P1 AAlArP'Z Q//P wyn 2277 WEST HIGHWAY 36 SU17E 200 (651) 697-0800 JOB NO.: 21292 ROSEVILLE, MN 55113 FAX {651) 697-0804 DWG NAME.. 21292PR0„ GRADING PLAN DATE 10-28-05 SHEET NO. 6560 AAMEWASWA PAWWAY 3: 4 PM 5 OF & CHAAHASS9N. A&ME50TA I REV-2 I I ryA� CD I rJ S75°04'00"E 31 LF }�-C FL 946.30 70;..LF 8" PVC �� t j t �e� - \ 01.5% �� 36" LF 8" PVC48 LF J 205.88 AYE 1 CUSTOM GRADE UBJECPENDIN T I CHANGE PENDING FINAL HOUSE DESIGN OPTIONAL WO/LO GF=967.0 TOB=967.4 BF=958.4 LO=963.6 CUSTOM GRADE (GRADES SUBJECT TO CHANGE PENDING FIN 1 ) HOUSE DESIGN OPTIONAL LO GF=967.0 TOB=967.4 BF=957.4 LO=963.6 a SUBJECT TO(GRADES ANGE PENDING FINAL HOUSE DESIGN 1 v ` I i OPTIONAL LO/WO ------ ice` ` ? z i VF=9b1.0 TOB=969.1 i _ --~-` r -.•• "\ ,QfQ\ i BF=959.0 L---J WO=961.0 S 1481. meal, s BENCHMAW SANITARY MANHOLE TOP OF GRATE NEST OF SITE IN STREE ELEVATION = 851.21 CALL BEFORE YOU DIG! Gopher State One Call TWIN CITY AREA: 651-454-0002 TOLL FREE: 1-800-252-1166 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STAB OF MINNESOTA. NEIL TESSIER, P.E. I 10-14-05 26364 0 20' 30' 40' SCALE IN FEET LEGEND EXISTING DENOTES FOUND 1/2" IRON PIPE DENOTES SET 1/2" IRON MARKED R.L.S. 25718 0 UTILITY POLE LT LIGHT POLE OVERHEAD WIRES 9 MANHOLE CATCH BASIN Fri_- .:- ;, CONCRETE GENERAL UTILITY NOTES A. ALL WATER LINES SHALL BE INSTALLED PER CITY OF CHANHASSEN STANDARD CODES. B. ALL SEWER SERVICE MATERIAL INCLUDING PIPE, WYES AND FITTINGS SHALL BE SDR 26. C. CONTRACTOR SHALL COORDINATE ANY DISRUPTIONS TO EXISTING UTILITY SERVICES WITH ADJACENT PROPERTY OWNERS. D. ALL ELECTRIC, TELEPHONE AND GAS EXTENSIONS INCLUDING SERVICE LINES SHALL BE CONSTRUCTED TO THE APPROPRIATE UTILITY COMPANY SPECIFICATIONS. ALL UTILITY DISCONNECTIONS SHALL BE COORDINATED WITH THE DESIGNATED UTILITY COMPANIES. E. CONSTRUCTION SHALL NOT START ON ANY PUBLIC UTILITY SYSTEM UNTIL WRITTEN APPROVAL HAS BEEN RECEIVED BY THE ENGINEER FROM THE APPROPRIATE GOVERNING AUTHORITY AND CONTRACTOR HAS BEEN NOTIFIED BY THE ENGINEER. F. PRIOR TO THE CONSTRUCTION OF OR CONNECTION TO ANY STORM DRAIN, SANITARY SEWER, WATER MAIN OR ANY OF THE DRY UTILITIES, THE CONTRACTOR SHALL EXCAVATE, VERIFY AND CALCULATE ALL POINTS OF CONNECTION AND ALL UTILITY CROSSINGS AND INFORM CEI ENGINEERING AND THE OWNER/DEVELOPER OF ANY CONFLICT OR REQUIRED DEVIATIONS FROM THE PLAN. NOTIFICATION SHALL BE MADE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. CEI ENGINEERING AND ITS CLIENTS SHALL BE HELD HARMLESS IN THE EVENT THAT THE CONTRACTOR FAILS TO MAKE SUCH NOTIFICATION. G. UNLESS OTHERWISE SHOWN, CALLED OUT OR SPECIFIED HEREON OR WITHIN SPECIFICATIONS: ALL WATER AND SANITARY SEWER SERVICES SHALL BE INSTALLED PER CITY OF CHANHASSEN WATER AND SEWER SPECIFICATIONS. CURB BOX VALVES CANNOT BE LOCATED IN DRIVEWAYS. H. ALL EXISTING SANITARY SEWER AND WATER SERVICES MUST BE REMOVED OR PROPERLY ABANDONED. I. ALL EXSITING UTILITY CAPS, ABANDONMENTS, RELOCATIONS AND ADJUSTMENTS SHALL BE PROVIDED BY THE CONTRACTOR. J. CONTRACTOR SHALL COORDINATE SITE LIGHTING DESIGN, LAYOUT AND CONSTRUCTION WITH THE ARCHITECT. K. A 10-FOOT CLEAR SPACE MUST BE MAINTAINED AROUND FIRE HYDRANTS I.E. STREETLAMP, TREES, SHRUBS, BUSHES XCEL ENERGY, QUEST, CABLE TV AND TRANSFORMER BOXES. THIS IS TO ENSURE THAT THE FIRE HYDRANTS CAN BE QUICKLY LOCATED AND SAFELY OPERATED BY FIREFIGHTERS (PURSUANT TO CHANHASSEN CITY ORDINANCE 9-1. O UTILITY NOTES N 22C M.J. GATE VALVE WITH ADJUSTABLE VALVE BOX (PER LOCAL CODE) -3 22F M.J. CAP/PLUG WITH THRUST BLOCKING (PER LOCAL CODE) 22H 45' M.J. BEND WITH THRUST BLOCKING (SEE SIZES THIS SHEET) H 221 22-1/2' M.J. BEND WITH THRUST BLOCKING (SEE SIZES THIS SHEET) 23A POINT OF CONNECTION - SANITARY SEWER SERVICE (PER LOCAL CODES) 23B SANITARY SEWER CLEAN -OUT (PER LOCAL CODES) 23K SANITARY SEWER SERVICE WYE (PER LOCAL CODES) 31A LOCATION FOR THIS UTILITY AS SHOWN IS FOR DRAWING PURPOSES ONLY. CONTRACTOR SHALL VERIFY THE EXACT LOCATION IN FIELD PRIOR TO THE CONSTRUCTION OF THE PROPOSED UTILITY LINE TO BE CONNECTED. CONTRACTOR SHALL NOTIFY CEI ENGINEERING ASSOCIATES, INC. IF THE DESIGN AS SHOWN IS NOT ACHIEVABLE, 76A INSTALL SANITARY SEWER SERVICE PER CITY OF CHANHASSEN STANDARD DETAIL NO. 2001 "TYPICAL SANITARY SEWER SERVICE". 76B INSTALL WATER SERVICES PER CITY OF CHANHASSEN STANDARD DETAIL NO. 1005 "TYPICAL WATER SERVICE". 76C INSTALL MANHOLE PER CITY OF CHANHASSEN STANDARD DETAIL NO. 2101 "STANDARD MANHOLE". 76D INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF CHANNHASSEN STANDARD DETAIL NO. 1004 "TYPICAL HYDRANT INSTALLATION" TESS/j;///i,�� REGISTERED ; PROFESSIONAL : *- -* ENGINEER ; *� *=. 26364 *� REVISION 2 10-14-05 REVISION 1 PER CITY REVIEW COMMENTS INITIAL DESIGN s_29_05 NRT ALC ALC RR ' Aig� � f - ENGINEERING AtAEFA9 ASSOC/A TES, INC ENGINEERS PLANNERS - SURWEYORS 2277 WEST HIGHWAY 36 SUITE 200 (651) 697-0800 JOB NO.: 21292 ROSEWLLE, MN 55113 FAX (651) 697-0804 DWG NAME. 21292PRO., UTILITY PLAN DATE SHEET N0. 6 MOVNEWAS6VTA PARKWAY 1 3: 4 PM5 6 OF 8 CHANHASSEN, ANAVNESOTA I REV-2 P %t'o, 111�/I a 4t} i `fir Ot=� � •,,�`' ��13F C, i J , a sm � CUSTOM GRADE SUBJECT TO CHANGE PENDING FINAL HOUSE DESIGN OPTIONAL WO/LO GF=967.0 TOB=967.4 BF=958.4 LO=963.6 CUSTOM GRADE (GRADES SUBJECT TO CHANGE PENDING FIN I ) HOUSE DESIGN OPTIONAL LO GF=967.0 TOB=967.4 BF=957.4 LO=963.6 CUSTOM GRADE (GRADES SUBJECT TO CHANGE PENDING FINAL HOUSE DESIGN OPTIONAL LO/WO Gf=Vb1.0 TOB=969.1 BF=959.0 WO=961.0 • I I - .` . \ , ., �i 0 j n v �; ? ' � 1 I �- ,., I � � v 34(q,,08 DIt� I ° � i ."FF \ BEN IIAIK SANITARY MANHOLE TOP OF GRATE WEST OF SITE IN STREE ELEVATION = 851.21 CALL BEFORE YOU DIG! Gopher State One Call TWIN CITY AREA: 651-454-0002 TOLL FREE: 1-800-252-1166 PLAN 2—PLY RUBBER HOSE )UBLE STRAND 12 GAUGE WARE )VERED W/2—PLY RUBBER HOSE UNTED FL((1l RESCENT ORANGE VTE FLAGGING (TYP.) EE WRAP INCHES MULCH INCH DEEP SAUCER STEEL TEE POST 1CKFILL MIX (DISTURBED SUBSOIL :MOVE BURLAP & ROPE OM TOP 1/3 OF THE BALL NOTE: SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. TREE PLANTING 50A N.T.S. 0 20' 30' 40' SCALE IN FEET LEGEND EXISTING DENOTES FOUND 1/2" IRON PIPE DENOTES SET 1/2- IRON MARKED R.L.S. 25718 UTILITY POLE LIGHT POLE - OVERHEAD WIRES MANHOLE CATCH BASIN CONCRETE PROPOSED -- BOUNDARY LINE - RIGHT OF WAY LINE STORM DRAIN GENERAL LANDSCAPE NOTES A. LOCATE ALL UTILITIES AND SITE LIGHTING CONDUITS BEFORE LANDSCAPE CONSTRUCTION BEGINS, B. NOTIFY LANDSCAPE ARCHITECT OR DESIGNATED REPRESENTATIVE OF ANY LAYOUT DISCREPANCIES PRIOR TO ANY PLANTING. LANDSCAPE DETAILS 50A TREE PLANTING (TYP.) O LANDSCAPE NOTES 77A PROPOSED FRONT YARD OVERSTORY TREE PER CITY OF CHANHASSEN MUNICIPAL CODE, ARTICLE III - DESIGN STANDARDS, SEC. 18-61, SUB. A. FINAL TREE SELECTION AND LOCATED TO BE DETERMINED BY INDIVIDUAL LOT OWNERS/BUILDERS AT THE TIME OF BUILDING CONSTRUCTION BASED ON THE INSET TABLE OF SAID MUNICIPAL CODE AND STAFF APPROVAL CANOPY TABULATIONS TOTAL UPLAND AREA=61,371 SF TOTAL CANOPY AREA=30,315 SF BASELINE CANOPY COVERAGE =50% MINIMUM CANOPY COVERAGE ALLOWED =35.0% OR 21,480 SF PROPOSED TREE PRESERVATION =35.5% OR 21,795 'PROPOSED DEVELOPMENT MEETS MINIMUM CANOPY COVERAGE AND NO REFORESTATION PLANTINGS ARE REQUIRED. TREE SURVEY NOTES A. TREES WERE IDENTIFIED BY PRISCILLA, SHANNON OF CORNERSTONE LAND SURVEYING, INC. AND FIELD LOCATED B. TREE COVERAGES WERE TAKING FROM AERIAL PHOTOS. 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All F17e shall an beamw b'4 beamed dl grenacrcw '14A or Llrle too:a ter �a J EC" TICPJ ^- Na err€i1 h�p's CITY JF CAT' H PASIN CITY OF -YF y.A� S,�PdIT4P.Y CITY OF T YPICA_ a CrTY 4F ROC{ 1w1ANHOLE c c „ 1 C�A��ASSS CSA ASS ,E� ER�iII,.E �"Istv C8AA8ASS P S a��IUT Alf ASSS CONSTRUCTION NCEz WITH StIP�1P I��TI�LL,>�iT�+V RLV4=:1 00,' -33.1 02 rFTC "a'L N7-: pin"); a_fs wrr R=IFFn' 111 '�H 1. I -oil rAr:SP , _c? 07 _I 2-97 2001 20 -OCII_ sv1 - c sif NC`. 2-97 5301 y 4"-']e Manhole CoUbma and AijuatinG ring (&�- Plots 21toi Provdc Idd Barry on cl oankwy severer mahvtKw_6 Nate OB; MnnhrI* Klapc, tiaannt R1gA1.1 O• AIUmrnum, 15" or CantK. Stcpa 3-e1 Dc on Darn3t ocrr Sd. Unless Pj:c 31aneter M iIr or 1.-r7r M jell in Vnonh#le to ha'ta or ring ruboer 9orlkeis. A Mort• irn o- L S02r2 Manhole R130-a & b. 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THE CO-PEF ]NICE LINE aEWEEN K MAR/ JNE AN] C..90 DCX 3 A-L Dr- OVE DONTIVU']US Pl=_ sm IE.F4 'MI I 46i RF PFRM -TT 4. MORTOSATIOh 000K r0 BE T'Xr' SIDE DIAMETER. 5. SALIELE RECA)tR£J ON 6' C•I= :R SMaLLER MAW_ 6, E. LE3 V-£N RE:UIREC S-A.L BE FO+D ETY-E F2C2 ]OUBLE STRAP. 7. 3 TA N..=SS S-E3 SADD.FS ?EQLIFED ON A..L PVC NAiERMAIN, 3 11 ' 1 'g-lca Far idWT 3rec iro_an„ mm 71achims sliced w0YH1 mmatinmerd, .is W& tastrne". -a steal T-Posts tiith m{>!s; ttslsie sfl'engtt N rti; :lp ties per T-'ate. (Nochin2 dlocd) -`ated ` Pcatc 24" in Wool Its rrs3 IC tin erte, M . Y..r +.twlaw-4. Nate. I}pe 7 sit' fence is 'ha serve -3 tre I eilh time goes itmtallsll ns :ei Mal T)pe 2 to be med to Froteei di oetie6t. Lit; .F4 EROSION Q2LER,tL- ZNCE - TYPE 2 I la. x L'Vr Rhea L a..t • • - .,tee 11rsJF W I rx : F {,b w �: wl C; T 7 ID TYPICIAL C] I Y C+ SILT Is I -- _. :0: 1- CAM rurc No: 1 tJ i�i rcIm:2 117. 1 obi m.I « WW- n.a r.- - - - 2-�97 530C I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STALE OF MINNESOTA. 10-14-05 26364 )ATE REG. N0. I ESSIFq!!li��i REGISTERED : PROFESSIONAL*. *- *: ENGINEER ; *` * 26364 *, OF M;%`A, ��• REVISION 2 - - - - - 10-14-OS REVISION 1 PER CITY REVIEW COMMENTS INITIAL DESIGN 6^29T05 NRT ALC ALC ^RR AENGIING SSOCIAEERTES. INC ENGINEERS PLANNERS SURVEYORS 2277 WEST HIGHWAY 36 SUITE 200 (651) 697-0800 JOB NO.: 21292 ROSEWLLE, MN 55113 FAX (651) 697-0804 DWG NAME: 212920ET DATE SHEET N0. DETAIL SHEET f0-31-05 09: 41 AM 8 OF 8 © 2004 CEI ENGINEERING ASSOCIATES. INC CITY OF CIIANNSEN 7700 Market Boulevard PC Box 147 Chanhassen, MN 55317 Administration Phone: 952.227.11 W Fax: 952.227.1110 Building Inspections Phone, 952.227.1180 Fax:952.227.1190 Engineering Phone: 952.227,1160 Fax: 952.227.1170 Finance Phone: 952.227.1140 Fax: 952.227,1110 Park A Recreation Phone: 952.227.1120 Fax: 952.227,1110 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 1591 Park Road Phone: 952.227.1300 Fax: 952.227.1310 Senior Center Phone: 952.227,1125 Fax: 952.227.1110 Web Site www.ci.chanhassen.mn.us MEMORANDUM TO: Todd Gerhardt, City Manager FROM: Sharmeen Al-Jaff, Senior Planner DATE: August 22, 2005 SUBJ: Preliminary Plat to Subdivide a 1.4 Acre Lot into Three (3) Single -Family Lots with a Variance, Minnewashta Creek Hill — Planning Case 05-25 EXECUTIVE SUMMARY The applicant is requesting Preliminary Plat approval to subdivide 1.4 acres into 3 single-family lots and a variance to serve the property via a private street, Minnewashta Creek Hill. ACTION REQUIRED City Council approval requires a majority vote of City Council present. PLANNING COMMISSION SUMMARY The Planning Commission held a public hearing on August 2, 2005 to review the proposed development. The Planning Commission voted 6-1 to approve the proposed development. HISTORIC VALUE The home on this site is rumored to be the second oldest house in Carver County, built in 1859. Staff contacted Carver County Historical Society and was informed that the existing structure is located within one of the early settlement areas, but could not confirm that it is the second oldest home in the County. We were also told that the structure does not appear to be on any listing of significant structures. Over the years, there have been numerous additions and updates made to the house. The applicant provided photos to show the many additions made to the home. RECOMMENDATION Staff recommends adoption of the motion approving the preliminary plat with a variance as specified in the staff report dated August 2, 2005 beginning on page 13. ATTACHMENTS 1. Photos and letter from the applicant dated July 21, 2005 2. Findings of Fact. 3. Staff Report dated August 2, 2005. 4. Planning Commission Minutes dated August 2, 2005. 5. Plans. gAplanx2005 planning casesx05-25 minnewashta creek hillstex.ecutive summary.doc The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A great place to live, work, and play. `•,gar � y ao J i AL DATE: Wednesday, July 21, 2005 FROM: Connie Villari, L.S. Cornerstone Land Surveying 200 E. Chestnut St., Suite 200 Stillwater, MN 55082 TO: Shanneen Al-laff City of Chanhassen 690 Coulter Drive Chanhassen, MN 55317-9683 RE: Follow up on items addressed in the public hearing and by staff subsequent to the planning commission meeting and public hearing. Sharmeen and City Staff, We would like to take this opportunity thank staff for their assistance in our plan development process and address a few items brought up during the public hearing and by staff subsequent to the hearing. First, we are sympathetic with neighbors concerns regarding the new private road entrance onto Mumewashta Parkway. Although we have kept safety considerations in mind throughout the design process — including closing 1 of 2 existing driveways, utilization of the southerly drive which maintains the greatest separation from existing Linden Circle and the greatest existing sight distance with only 1 flanking retaining wall, we briefly discussed the new drive with your engineer and feel that we can work with her to improve visibility. We will work with her on options towards this goal including one or more of the following remedies: lowering a portion of the wall directly adjacent to the drive entrance, slightly reducing the grade of the drive, and adding signage. Seconds, staff asked for some house options which would fit on proposed Lot 2, as well as a turn around in the driveway. We have submitted several house plans with 2 '/2 to 3 stall garages from existing plans books to show that a house is feasible. As we mentioned each of the homes proposed here will be a custom home designed specifically to fit the width, depth, impervious surface limitations and grades of this subdivision. Undoubtedly, the custom home will be even more appropriate for this lot than the examples submitted. We have specifically elected not to add a turn around on this lot. At 46 feet from front of garage to private drive, the driveway on this lot is significantly shorter than the other 2 lots. We feel that the private drive is close enough to provide ample back up and turning room while keeping impervious areas to a minimum. A drive of this size will also accommodate at least 3 guest parking spaces within the driveway. Suite #B I00, 200 E. Chestnut Street, Stillwater, MN 55082 / Phone: 651-275-8969, Fax: 651-275-8976, Email: cvcsts@mcleodusa.net Third, the historic value of the existing home was brought into question. Although we know the house is quite old, it is not on the National Historic Register and does not appear to be on any listing of significant structures as mentioned in the Centennial Book or upon initial research with the Carver County Historical Society. We feel that alterations made to this building over the years have degraded its value as a representative structure of its era. We have furnished photographs of a few of the modifications including porch and garage additions, structural problems and interior changes dating from the 1970's. The owner has repeatedly expressed the extraordinary measures taken to maintaining this structure in a safe and functional form. We will provide written comments regarding recent maintenance and repair efforts and related costs if requested by staff. Fourth, engineering recommendations. We have reviewed the engineer's recommendations in the original staff report for realignment of the utilities serving this site. We have no problem with her suggestions and will work with the city engineer's office to revise plans, upon approval of the layout and design of the lots based on final horizontal and vertical drive location. We are happy to address additional staff concerns as they arise and will make ourselves available via phone, email or meeting as necessary. Please contact me if you have any questions. Thank you again for your assistance. Regards, Connie Villari, L.S. CORNERSTONE LAND SURVEYING Suite NB100, 200 E. Chestnut Street, Stillwater, MN 55082 / Phone: 651-275-8969, Fax: 651-275-8976, Email: cvc L%@mclwduse.net 0 CITY OF CHANHASSEN STAFF REPORT PC DATE: August 2, 2005 CC DATE: August 22, 2005 REVIEW DEADLINE: August 30, 2005 CASE #: 05-25 BY: Al-Jaff PROPOSAL: Preliminary Plat to Subdivide a 1.4 Acre Lot into Three (3) Single -Family Lots with Variance, Minnewashta Creek Hill LOCATION: Lot 1, Block 1, Minnewashta Creek First Addition, 6560 Minnewashta Parkway. APPLICANT: Robert Rick Tim and Mary Colleran 4700 Otter Lake Road 6560 Minnewashta Parkway White Bear Lake, MN 55110 Excelsior, MN 55331 612-805-5773 952-484-4255 brickii@comcast.com tcollera@dohentyhro.com PRESENT ZONING: PUD-R, Planned Unit Development -Residential 2020 LAND USE PLAN: Residential Low Density (Net Density 1.2 — 4.0 units per acre) ACREAGE: 1.4 acres DENSITY: 2.1 Units per Acre Gross 2.1 Units per Acre Net SUMMARY OF REQUEST: Subdivision of 1.4 acres into 3 single-family lots and a variance to allow a private street to serve the development. Notice of this public hearing has been mailed to all property owners within 500 feet. Staff is recommending approval of the request. LEVEL OF CITY DISCRETION IN DECISION -MAKING: The City's discretion in approving or denying a preliminary plat is limited to whether or not the proposed plat meets the standards outlined in the Subdivision Regulations and Zoning Ordinance. If it meets these standards, the City must approve the preliminary plat. This is a quasi-judicial decision. The City's discretion in approving or denying a variance is limited to whether or not the proposed project meets the standards in the Subdivision Ordinance for a variance. The City has a relatively high level of discretion with a variance because the applicant is seeking a deviation from established standards. This is a quasi-judicial decision. Minnewashta Creek Hill Planning Case No. 05-25 August 2, 2005 Page 2 PROPOSAUSUMMARY The applicant is proposing to subdivide 1.4 acres into 3 single family lots. The property is zoned Planned Unit Development -Residential (PUD-R). The site contains a single family home which is proposed to be demolished. Access to the site is gained via an existing "U" shaped driveway off of Minnewashta Parkway. The variance in this application is to allow a private street to serve this development. The subdivision ordinance requires a variance be granted in order to allow a private street. Staff is recommending approval of the variance to minimize grading and tree loss. This issue is discussed in detail later in the report. Staff has been working with the applicant for several months. Several development scenarios were examined. Staff directed the applicant to show how the site would develop if a public street was constructed. Minnewashta Creek Hill Planning Case No. 05-25 August 2, 2005 Page 3 Exhibit B shows the site served via a public street. This concept mass grades the site, removes most of the vegetation and utilizes retaining walls, which the use of a private street avoids. EXHIBIT B PROPOSED LAYOUT WITH CUL DE SAC AV gy .GPA. 4 i r The proposed subdivision has an average lot size of 20,457 square feet with a resulting gross and net density of 2.1 units per acre. The site is located west of Minnewashta Parkway and south of linden Circle. All three lots meet the minimum area, width, and depth requirements of the Zoning Ordinance. The site has mature trees which the applicant is making an effort to preserve. In reviewing this plat, staff examined the width of the right-of-way for Minnewashta Parkway. The current right-of-way is deficient in width. The ordinance requires an 80-foot width. The existing right-of-way is 66 feet wide. Any improvements or additional needed right-of-way was acquired with the improvements of Minnewashta Parkway in the early 1990's. Staff is recommending no additional right of way be dedicated. Minnewashta Creek Hill Planning Case No. 05-25 August 2, 2005 Page 4 In summary, staff believes that the proposed subdivision is well designed. Minor revisions will be required. We are recommending that it be approved with a variance to allow a private street with conditions outlined in the staff report. BACKGROUND Minnewashta Creek First Addition On May 5, 1976, the plat of Minnewashta Creek First Addition was filed with Carver County. It created three (3) lots and 2 outlots. Lot 1, Block 1 contained a single-family home (subject site proposed for resubdivision). Lots 1 and 2, Block 2, were created for single-family homes. Outlot A was reserved for future subdivision and Outlot B was created to act as a beachlot. Minnewashta Creek Second Addition On April 26, 1979, the plat of Minnewashta Creek Second Addition was filed with Carver County. This subdivision replatted Outlot A, Minnewashta Creek First Addition into 36 lots to house single- family homes. The lot areas ranged from 12,665 square feet to 38,850 square feet with an average lot size of 18,899 square feet. MINNEWASHTA CREEK FIRST ADOMON Outlot A Outlot B Lot 1 Block 2 Lot 1, Block 1 Lot 2, Block 2 MINNEWASHTA CREEK SEConlo AOCITION E ter: Minnewashta Creek Hill Planning Case No. 05-25 August 2, 2005 Page 5 Minnewashta Creek Third Addition On May 28, 1982, the plat of Minnewashta Creek Third Addition was filed with Carver County. This subdivision replatted the most westerly six lots of the Minnewashta Creek Second Addition into twelve (12) twinhome lots. Two of these lots were consolidated and MINNEWASHTA CREEK THIRD ADDITION �y- .OM26� contain a single-family home. This subdivision reduced the average lot size for Minnewashta Creek Second Addition from 18,899 square feet to 16,594 square feet. PRELPVIINARY PLAT The applicant is proposing to subdivide a 1.4 acre site into 3 single-family lots. The gross and net density of the site is 2.1 units per acre. All three lots exceed the minimum 15,000 square feet of area, with an average lot size of 20,457 square feet. All three proposed lots meet the minimum width and depth requirements of the Zoning Ordinance. One issue that is of concern to staff is the hard surface coverage on these lots. The applicant performed calculations based on a 25% hard surface coverage. Typically, Planned Unit Developments allow a 30% hard surface coverage, however, since this parcel is within the Shoreland Management District, it may not exceed 25 % hard surface coverage. Staff requested the applicant provide potential house plans that could be built on this site. The applicant submitted five layouts. They are attached to this report (Attachment #4). _.., .. - . -.. ..............-1....... b .........b .., ...............-r........ .... ........,.... should be 30 As ..3 the site eeye fage a on eaeb lot will : e by 5 . Also, the applicant is showing the homes set back 30 feet from the private street right-of-way/easement. This development is in the shoreland management district which requires a 20-foot setback from the private street. Staff notes that the proposal is consistent with the Comprehensive Plan and generally consistent with the Zoning Ordinance. WETLANDS There are no wetlands on this site. Minnewashta Creek Hill Planning Case No. 05-25 August 2, 2005 Page 6 LAKES The proposed project is within 1,000 feet of the ordinary high water level (OHW) of Lake Minnewashta and is therefore within the lake's shoreland district. Lake Minnewashta is classified as a recreational development lake by the Minnesota Department of Natural Resources (DNR). The minimum lot size is 15,000 square feet and the minimum lot width is 90 feet. GRADING, DRAINAGE & EROSION CONTROL The 1.41-acre site currently has one single-family home amid numerous significant trees. The existing house and driveway will be removed. The developer's engineer submitted a site plan with a cul-de-sac designed to meet the City standards for a public, local street. To achieve this design the majority of the site would have to be graded and 60% of the trees would have to be removed in order to construct the cul-de-sac. Due to the environmental sensitivity of the site, the developer proposes to construct a 20-foot wide private street within a 30-foot wide driveway, drainage and utility easement. This proposal requires mass grading of approximately half of the site to construct the private street, resulting in saving 80% of the trees. The developer proposes custom -graded lots for all three lots, therefore detailed grading, drainage, tree removal and erosion control plans must be submitted with the building permit for each lot. As -built surveys for each lot must also be submitted before a Certificate of Occupancy will be issued. The site currently drains from the southwest to the north and to the east. The proposed drainage pattern is consistent with the existing drainage pattern and will not increase the surface area draining to the existing single-family property to the north. The developer has submitted drainage calculations for the existing and proposed conditions, which indicate that the proposed development will not significantly increase the amount or rate of runoff from the site. The developer is required to extend private storm sewer from the existing 27-inch trunk storm sewer within Minnewashta Parkway to the site. This storm sewer will capture runoff from the proposed private driveway and from the front yard of Lot 2. The driveway grade must be adjusted so that runoff from the driveway will sheet drain to the east. The grades east of the proposed private drive must be adjusted to provide a drainage swale along the east side of the driveway to the proposed catch basin. The plan does not identify any retaining walls. Any proposed retaining wall over four feet high requires a building permit and must be designed by a Professional Engineer registered in the State of Minnesota. Tree preservation fencing must be installed at the limits of tree removal. All disturbed areas, as a result of construction, shall be seeded and mulched or sodded immediately after grading to minimize erosion. A 75-foot minimum rock construction entrance must be added to the entrance that will be accessed during construction. If importing or exporting material for development of Minnewashta Creek Hill Planning Case No. 05-25 August 2, 2005 Page 7 the site is necessary, the applicant will be required to supply the City with a detailed haul route and traffic control plan. The grading plan should be revised to show silt fence down slope of all disturbed areas. Chanhassen's standard detail for silt fence (Plate 5300) should be included in the plans. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: TTyM of Slope Time (Maximum time an area can Steeper than 3:1 7 days remain open when the area 10:1 to 3:1 14 days is not actively being worked.) Flatter than 10:1 21 days These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as -needed. SURFACE WATER MANAGEMENT FEES Water Quality Fees Because of the impervious surface associated with this development, the water quality fees for this proposed development are based on single-family residential development rates of $1,093/acre. Based on the proposed developed area of approximately 1.41 acres, the water quality fees associated with this project are $1,541. Water Quantity Fees The SWMP has established a connection charge for the different land uses based on an average citywide rate for the installation of water quantity systems. This cost includes land acquisition, proposed SWMP culverts, open channels, and storm water ponding areas for runoff storage. Single- family residential developments have a connection charge of $2,705 per developable acre. This results in a water quantity fee of approximately $3,814 for the proposed development. At this time, the estimated total SWMP fee, due payable to the City at the time of final plat recording, is $5,355. Other Agencies The applicant shall apply for and obtain permits from the appropriate regulatory agencies as necessary (e.g., Minnesota Pollution Control Agency (NPDES Phase 11 Construction Site Permit), (for dewatering)) and comply with their conditions of approval. Minnewashta Creek Hill Planning Case No. 05-25 August 2, 2005 Page 8 UTILITIES The developer shall also extend storm sewer from the existing storm sewer manhole within Minnewashta Parkway at the south end of the property. The upstream storm sewer structure shall have a catch basin cover and a three-foot sump. The developer proposes to extend 6-inch lateral sanitary sewer from the existing stub within Minnewashta Parkway to the proposed manhole within the private driveway. The as -built utility information for this area does not show a sanitary sewer stub at this location. The utility plan identifies a 4-inch wet tap from the existing 12-inch trunk watermain within Minnewashta Parkway and installing 4-inch lateral watermain to the south side of the private drive. The lateral sanitary sewer and watermain connections to the existing trunk utilities must be north of the proposed private drive. The developer shall extend 8-inch lateral sanitary sewer from the existing manhole (top elevation 951.23'). The alignment of the lateral sanitary sewer within the site shall be similar to the original proposal; however, a manhole must be installed wherever a bend is proposed in the sanitary sewer. Individual sanitary sewer services must be 6 inches diameter. Six-inch lateral watermain shall be wet tapped from the existing trunk utility. A gate valve must be installed immediately west of the wet tap. The lateral watermain within the site shall be similar to the original proposal. A hydrant is required at the end of the proposed watermain for flushing proposes. Both the lateral watermain and sanitary sewer will be publicly owned and maintained. Additional drainage and utility easements may be required based on the revised utility plan. Easements shall be minimum 20 feet wide centered over each utility. The developer will be responsible for extending lateral sewer and watermain within the site, therefore the sanitary sewer and water lateral charges will be waived. According to the City's Finance Department records, the parcel was previously assessed for one sanitary sewer and water hookup; therefore, sanitary sewer and water hookup charges must be paid for two lots. The 2005 trunk hookup charge is $1,458.00 for sanitary sewer and $2,955.00 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. The existing sanitary sewer and water services to the existing home must be removed or properly abandoned. Public utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. Detailed construction plans and specifications must be submitted at time of final plat. The applicant is required to enter into a development contract with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements and the conditions of Minnewashta Creek Hill Planning Case No. 05-25 August 2, 2005 Page 9 final plat approval. Permits from the appropriate regulatory agencies will have to be obtained, including but not limited to the MPCA, Department of Health, MCES, and Watershed District. STREETS Minnewashta Parkway is an A Minor Connector as identified in the 2020 Comprehensive Plan. The one-half right-of-way requirement for Minnewashta Parkway is 40 feet. The existing one- half right-of-way ranges from 40 feet on the north side to 33 feet on the south side. Any improvements or additional needed right-of-way was acquired with the improvements of Minnewashta Parkway. Staff is recommending no additional right-of-way be dedicated. The developer proposes to construct a 20-foot wide private drive to serve the three proposed lots. The private drive will intersect Minnewashta Parkway at approximately the same location of the southern access point of the existing horseshoe driveway. The maximum grade of the private drive shall not exceed 10%, as shown on the plans. The driveway easement must clearly stipulate that the owners of Lots 1-3, Block 1, Minnewashta Creek Hill shall own and maintain the private drive and the private storm sewer north of the private driveway. PARK DEDICATION PARKS The three homes proposed for Minnewashta Creek Hill will have convenient access to Roundhouse Park located less than one-half mile to the south of the property. The park is eight acres in size and features a public swimming beach, fishing pier, ice rink, warming house and shelter building, playground, basketball court, open field, picnic area, benches and trail. TRAILS .Sft A popular section of the City's comprehensive trail system is located at the front on each of the proposed lots. This trail section travels along Minnewashta Parkway from Highway 5 to Highway 7, extending to the east at Highway 7. This trail will serve as a convenient pedestrian access from the new homes to Roundhouse Park. Minnewashta Creek Hill Planning Case No. 05-25 August 2, 2005 Page 10 TREE PRESERVATION/LANDSCAPING Approximate tree canopy coverage and preservation calculations for the Minnewashta Creek Hill development as shown using a private drive are as follows: Total upland area (including outlots) 61,371 SF Total canopy area (excluding wetlands) 30,315 SF Baseline canopy coverage 50% Minimum canopy coverage allowed 35% or 21,480 SF Proposed tree preservation 35 % or 21,795 SF The developer meets the minimum canopy coverage allowed and no reforestation plantings are required. No bufferyard plantings are required along the adjoining properties since they are of equal zoning. Plantings are required along Minnewashta Parkway, but the existing trees to be preserved provide a buffer complimentary with the neighboring properties and are acceptable as bufferyard plantings. Location Regaired Proposed Buffer yard B — 2 overstory trees 5 existing overstory trees Minnewashta Pkwy 4 understory trees 4 shrubs COMPLIANCE WITH ORDINANCE — PUD-R DISTRICT Lot Lot Lot Home Area Width Depth Setback Ordinance Min 11,000 90, 100, 50' front/30' rear Avg. 15,000 10' sides BLOCK 1 Lot 1 23,474 90, 319' 50730' 10, Lot 2 20,778 92.4' 264' 50730' 10' Lot 3 17,119 94' 222' 50730' 10, SUBDIVISION - FINDINGS The proposed subdivision is consistent with the zoning ordinance; Finding: The subdivision meets all the requirements of the PUD-R, Planned Unit Development -Residential and the zoning ordinance if the private street variance is approved. Minnewashta Creek Hill Planning Case No. 05-25 August 2, 2005 Page 11 2. The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the City's comprehensive plan; Finding: The proposed subdivision is consistent with the comprehensive plan and subdivision ordinance. 3. The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and storm water drainage are suitable for the proposed development; Finding: The proposed site is suitable for development subject to the conditions specified in this report 4. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by this chapter; Finding: The proposed subdivision is served by adequate urban infrastructure. 5. The proposed subdivision will not cause environmental damage; Finding: The proposed subdivision will not cause significant environmental damage subject to conditions of approval. The proposed subdivision contains adequate open areas to accommodate house pads. 6. The proposed subdivision will not conflict with easements of record. Finding: The proposed subdivision will not conflict with existing easements, but rather will expand and provide all necessary easements. The proposed subdivision is not premature. A subdivision is premature if any of the following exists: a. Lack of adequate storm water drainage. b. Lack of adequate roads. C. Lack of adequate sanitary sewer systems. d. Lack of adequate off -site public improvements or support systems. Findine: The proposed subdivision will have access to public utilities and streets. VARIANCE Section 18-57. Streets. (r) Private streets serving up to four (4) lots may be permitted in the A2, RR, RSF and R4 if the criteria in variance section 18-22 are met and upon consideration of the following: Minnewashta Creek Hill Planning Case No. 05-25 August 2, 2005 Page 12 (1) The prevailing development pattern makes it unfeasible or inappropriate to construct a public street. In making this determination, the City may consider the location of existing property lines and homes, local or geographic conditions and the existence of wetlands. (2) After reviewing the surrounding area, it is concluded that an extension of the public street system is not required to serve other parcels in the area, improve access, or to provide a street system consistent with the comprehensive plan. (3) The use of a private street will permit enhanced protection of the City's natural resources, including wetlands and protected areas. Staff reviewed the two possible plat layouts for the site. Staff believes that the best option from a safety and environmental standpoint is the private street option. The option of a public street and cul-de-sac serving the parcel requires severe grading of the site. The plans show retaining walls and the loss of approximately 30 trees. The final option of a private street serving three lots is the most environmentally friendly with minimal retaining walls and yet does not add any additional access points to the site off of Minnewashta Parkway but rather eliminates one of the existing access points. Staff is recommending approval of the private street. VARIANCE FINDINGS Sec.18-22. Variances. The City Council may grant a variance from the regulations contained in this chapter as part of the plat approval process following a finding that all of the following conditions exist: VARIANCE FINDINGS WITHIN SUBDIVISONS The City may grant a variance from the regulations of the subdivision ordinance as part of the plat approval process following a finding that all of the following conditions exist: 1) The hardship is not a mere inconvenience. Finding: The hardship is not a mere inconvenience. The proposed private street preserves significant site features. 2) The hardship is caused by the particular physical surroundings, shape or typographical conditions of the land. Finding: The hardship is caused by the particular physical surroundings, shape and topographical conditions of the land. 3) The conditions upon which the request is based are unique and not generally applicable to other property. Minnewashta Creek Hill Planning Case No. 05-25 August 2, 2005 Page 13 Finding: The conditions upon which the request is based are unique and not generally applicable to other properties due to the unique site features. 4) The granting of the variance will not be substantially detrimental to the public welfare and is in accord with the purpose and intent of this chapter, the zoning ordinance and comprehensive plan. Finding: The granting of a variance will not be substantially detrimental to the public welfare and is in accord with the purpose and intent of this chapter, the zoning ordinance, and comprehensive plan. The applicant is proposing to access the site via a private street. This option will minimize grading and tree removal as well as provide less potential conflict with vehicles on Minnewashta Parkway. The applicant's request is reasonable. Staff is recommending approval of this request. RECONEIAENDATION Staff —The Planning Commission recommends the Planning Genuniss City Council adopt the following motion: "The City Council approves the preliminary plat for Planning Case 05-25 for Minnewashta Creek Hill for three lots and a variance to allow a private street as shown on the plans received July 20, 2005, subject to the following conditions: Environmental Resources Specialist Conditions: a. Tree preservation fencing shall be installed at the edge of grading limits prior to any construction. Fencing shall be maintained until construction is completed. b. Any preserved trees removed will be replaced at a rate of 2:1 diameter inches. 2. Park and Recreation Conditions: a. In lieu of any land dedication, full park fees shall be collected at the time of platting. With the one existing home, the total park fee for Minnewashta Creek Hill will be $8,000. b. Additional trail construction is not required as a part of this project; however during demolition and construction, the existing pedestrian trail shall be protected and remain open. No construction equipment shall be parked on or use the trail as a staging area during construction. In addition, all match points encountered on the trail for demolition and/or construction shall be professionally constructed. 3. Detailed grading, drainage, tree removal and erosion control plans must be submitted with the building permit for each lot. Minnewashta Creek Hill Planning Case No. 05-25 August 2, 2005 Page 14 4. The driveway grade must be adjusted so that runoff from the driveway will sheet drain to the east. The grades east of the proposed private drive must be adjusted to provide a drainage swale along the east side of the driveway to the proposed catch basin. 5. Any proposed retaining wall over four feet high requires a building permit and must be designed by a Professional Engineer registered in the State of Minnesota. 6. Tree preservation fencing must be installed at the limits of tree removal. All disturbed areas, as a result of construction, shall be seeded and mulched or sodded immediately after grading to minimize erosion. 7. A 75-foot minimum rock construction entrance must be added to the entrance that will be accessed during construction. 8. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with a detailed haul route and traffic control plan. 9. The developer shall also extend storm sewer from the existing storm sewer manhole within Minnewashta Parkway at the south end of the property. The upstream storm sewer structure shall have a catch basin cover and a three-foot sump. 10. The lateral sanitary sewer and watermain connections to the existing trunk utilities must be north of the proposed private drive. The developer shall extend 8-inch lateral sanitary sewer from the existing manhole (top elevation 951.23'). 11. A manhole must be installed wherever a bend is proposed in the sanitary sewer. Individual sanitary sewer services must be 6-inch diameter. 12. Six-inch lateral watermain shall be wet tapped from the existing trunk utility. 13. A gate valve must be installed immediately west of the wet tap. 14. A hydrant is required at the end of the proposed watermain for flushing purposes. 15. Additional drainage and utility easements may be required based on the revised utility plan. Easements shall be minimum 20-feet wide centered over each utility. 16. According to the City's Finance Department records, the parcel was previously assessed for one sanitary sewer and water hookup, therefore sanitary sewer and water hookup charges must be paid for two lots. The 2005 trunk hookup charge is $1,458.00 for sanitary sewer and $2,955.00 for water -main. 17. Public utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. 18. Detailed construction plans and specifications must be submitted at time of final plat. Minnewashta Creek Hill Planning Case No. 05-25 August 2, 2005 Page 15 19. The applicant is required to enter into a development contract with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements and the conditions of final plat approval. 20. Permits from the appropriate regulatory agencies will have to be obtained, including but not limited to the MPCA, Department of Health, MCES, and Watershed District. 21. The driveway easement must clearly stipulate that the owners of Lots 1-3, Block 1, Minnewashta Creek Hill shall own and maintain the private drive and the private storm sewer north of the private driveway. The private street must be built to a 7-ton design, 20- foot width. The developer will be required to submit inspection reports certifying this. 22. Water Resource Coordinator Conditions: a. The grading plan shall be revised to show silt fence down slope of all disturbed areas. Chanhassen's standard detail for silt fence (Plate 5300) shall be included in the plans. b. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Type of Slone Time Steeper than 3:1 7 days 10:1 to 3:1 14 days Flatter than 10:1 21 days (Maximum time an area can remain open when the area is not actively being worked.) These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. c. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as -needed. d. The estimated total SWMP fee, due payable to the City at the time of final plat recording, is $5,355. e. The applicant shall apply for and obtain permits from the appropriate regulatory agencies as necessary (e.g., Minnesota Pollution Control Agency (NPDES Phase 1I Construction Site Permit), (for dewatering)) and comply with their conditions of approval. 23. Building Official Conditions: a. A final grading plan and soils report must be submitted to the Inspections Division before building permits will be issued. b. Demolition permits must be obtained prior to demolishing any structures on the site. c. Separate water and sewer services must be provided for each lot and must have a separate connection to the public sewer or to a manhole which is connected to the public sewer. Minnewashta Creek Hill Planning Case No. 05-25 August 2, 2005 Page 16 d. Curb box valves cannot be located in driveways. e. Permits are required for retaining walls. Walls over four feet high must be designed by a professional engineer. f. The developer must submit a proposed name for the private drive. 24. Fire Marshal Conditions: a. The new proposed private street will need a street name. Submit name to Chanhassen Building Official and Chanhassen Fire Marshal for review and approval. b. No burning permits will be issued for trees to be removed. Trees and shrubs must either be removed from site or chipped. c. Temporary street signs shall be installed on street intersections when construction of a new roadway allows passage of vehicles. Pursuant to 2002 Minnesota Fire Code Section 501.4. d. A fire apparatus access road 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 Fire Code Section 503.2.3." 25. The applicant will work with staff to address the issues of safety of the private street accessing onto Minnewashta Parkway, drainage towards the lake, and providing appropriate parking and turn around areas. ATTACHMENTS 1. Findings of Fact. 2. Application. 3. Public Hearing Notice and Affidavit of Mailing. 4. Potential house plans. 5. Preliminary plat dated "Received July 20, 2005". giplan\2005 planning cases\05-25 minnewasbta creek hills\preGminary plat report pc.doc CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MP04ESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of Minnewashta Creek Hill Subdivision #05-25 On August 2, 2005, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of a Preliminary Plat to Subdivide a 1.4 Acre Lot into Three (3) single-family Lots with Variances, N innewashta Creek Hill. The Planning Commission conducted a public hearing on the proposed development which was preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned PUD-R, Planned Unit Development -Residential. 2. The property is guided in the Land Use Plan for Residential — Low Density (1.2 — 4.0 units per net acre). The legal description of the property is Lots 1, Block 1, N innewashta Creek First Addition. 4. The Subdivision Ordinance directs the Planning Commission to consider seven possible adverse effects of the proposed subdivision. The seven (7) effects and our findings regarding them are: a) The proposed subdivision is consistent with the zoning ordinance; b) The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the City's comprehensive plan; c) The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and storm water drainage are suitable for the proposed development; d) The proposed subdivision makes adequate provision for water supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by this chapter, e) The proposed subdivision will not cause environmental damage; f) The proposed subdivision will not conflict with easements of record; and g) The proposed subdivision is not premature. A subdivision is premature if any of the following exists: 1. Lack of adequate storm water drainage. 2. Lack of adequate roads. 3. Lack of adequate sanitary sewer systems. 4. Lack of adequate off -site public improvements or support systems. Variances. The City Council may grant a variance from the regulations contained in this chapter as part of the plat approval process following a finding that all of the following conditions exist: a) The hardship is not a mere inconvenience. Finding: The hardship is not a mere inconvenience. The proposed private street preserves significant site features. b) The hardship is caused by the particular physical surroundings, shape or typographical conditions of the land. Finding: The hardship is caused by the particular physical surroundings, shape and topographical conditions of the land. c) The conditions upon which the request is based are unique and not generally applicable to other property. Finding: The conditions upon which the request is based are unique and not generally applicable to other properties due to the unique site features. d) The granting of the variance will not be substantially detrimental to the public welfare and is in accord with the purpose and intent of this chapter, the zoning ordinance and comprehensive plan. Finding: The granting of a variance will not be substantially detrimental to the public welfare and is in accord with the purpose and intent of this chapter, the zoning ordinance, and comprehensive plan. The applicant is proposing to access the site via a private street. This option will minimize grading and tree removal as well as provide less potential conflict with vehicles on Minnewashta Parkway. 6. The planning report #05-25 SUB/Planning Case 05-25, dated August 2, 2005, prepared by Sharmeen Al-Jaff, et al, is incorporated herein. 2 RECOMMENDATION The Planning Commission recommends that the City Council approve the Preliminary Plat with variances. ADOPTED by the Chanhassen Planning Commission this 2°d day of August, 2005. CHANHASSEN PLANNING COMMISSION M Uli Sacchet, Chairman g:\plan\2005 planning cases\05-25 minnew hta creek hillsVindings of fact.doc 3 CITY OF CHANHASSEN 7700 Market Boulevard - P.O. Box 147 Chanhassen, MN 55317 - (952) 227-1100 DEVELOPMENT REVIEW APPLICATION ri, rwor nnwr Applicant Name and Phone: Email: 1;),,cA-1/ 0 Comprehensive Plan Amendment Conditional Use Permit Interim Use Permit Non -conforming Use Permit Planned Unit Development' Rezoning Sign Permits Sign Plan Review Site Plan Review' V__�Subdivision` 300• Planning Case No. Lis —oi CIfV OF CHANHASSEN RECEIVED JUL 0 1 2005 CHANHASSEN PLANNING DEPT Owner Name and Address: T m anal -man C,161 �SGoMmnuSasktl Party Contact: ty, C51fe."W Phone: cj5z -4pa -4 -55 Fax: Email: i`,A)lor2y2deher/hYo,covv� Temporary Sales Permit Vacation of Right-of-Way/Easements Variance Z00. Wetland Alteration Permit Zoning Appeal Zoning Ordinance Amendment Notification Sign` 0 amage Deposit X Easugw for Filing Fees/Attorney Cost"` UP/SPRNAC/r A� AP/Metes & Bounds - $450 inor SUB Oe TOTAL FEE $ 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. Twenty-six (26) full-size folded copies of the plans must be submitted, including an 8'A" X 11" reduced copy for each plan sheet along with a digital coo v in TIFF -Group 4 ('.tif) format. Applicant to obtain notification sign from City of Chanhassen Public Works at 1591 Park Road and install upon submittal of completed application. $100 damage deposit to be refunded to applicant when sign is returned following City Council approval. Escrow will be required for other applications through the development contract. fkANflL•0 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_//n /(rnntwash II LL2tG/s LOCATION: 6.666 "lrlkWWj5k- - /drJIASt/ LEGAL DESCRIPTION: TOTALACREAGE: WETLANDS PRESENT: YES ✓ NO PRESENT ZONING: REQUESTED ZONING: PL) D PRESENT LAND USE DESIGNATION: REQUESTED LAND USE DESIGNATION: REASON FOR REQUEST: This application must be completed in full and be typewritten or clearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, 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 Title, 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 correct to the best of my knowledge. ate If a- 0 Date G.'WanVomis0evelopment Review Application.DOC Rev. 4/05 CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF NIINNESOTA) ) ss. COUNTY OF CARVER ) I, Karen J. Engelhardt, being first duly sworn, on oath deposes that she is and was on July 21, 2005, the duly qualified and acting Deputy Clerk of the City of Chanhassen, Minnesota; that on said date she caused to be mailed a copy of the attached notice of Public Hearing for Minnewashta Creek Hills — Planning Case No. 05-25 to the persons named on attached Exhibit "A", by enclosing a copy of said notice in an envelope addressed to such owner, and depositing the envelopes addressed to all such owners in the United States mail with postage fully prepaid thereon; that the names and addresses of such owners were those appearing as such by the records of the County Treasurer, Carver County, Minnesota, and by other appropriate records. Subscribed and sworn to before me thit2-1day of 12005. Notary Publ c 'z KIM T MEUWISSEN Notary Public -Minnesota MY Commission Expires Jan 31, 2010 Notice of Public Hearing Chanhassen Planning Commission Meeting Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, August 2, 2005 at 7:00 p.m. Location: City Hall Council Chambers, 7700 Market Blvd. Proposal: Request for 3-Lot Subdivision with Variances on property zoned PUD-R, Planned Unit Development -Residential District Planning File: 05-25 Minnewashta Creek Hills Applicant: Robert Rick Property 6560 Minnewashta Parkway (Lot 1, Block 1, Minnewashta Location: Creek First Addition) A location map Is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following steps: What Happens at the Meeting: 1. Staff will give an overview of the proposed project. 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please stop by City Hall during office hours, 8:00 a.m. to 4:30 p.m., Monday through Friday. If you wish to talk to someone about this project, please contact Sharmeen AI-Jaff at 952-227-1134 Questions & or e-mail saliaff@ci.chanhassen.mn.us. If you choose to Comments: submit written comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this Item will be available online at http://206.10.76.6/weblink7 the Thursday prior to the Planning Commission meeting. City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Welland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application In writing. Any Interested party is invited to attend the meeting. • Staff prepares a report on the subject application that Includes all pertinent Information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affinn or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commerciaUndustrial. • Minnesota State statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding Its status and scheduling for the City Council meeting. • A neighborhood spokespersontrepresentative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included In the report to the City Council. If you wish to have something to be included in the report, please contact the Planning Staff person named on the notification. Date & Time: Tuesday, August 2, 2005 at 7:00 p.m. Location: City Hall Council Chambers, 7700 Market Blvd. Request for 3-Lot Subdivision with Variances on property zoned Proposal: PUD-R, Planned Unit Development -Residential District Planning File: 05-25 Minnewashta Creek Hills Applicant: Robert Rick Property 6560 Minnewashta Parkway (Lot 1, Block 1, Minnewashta Location: Creek First Addition) A location map is on the reverse side of this notice. The purpose of this public hearing is to inform you. about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following steps: What Happens at the Meeting: 1. Staff will give an overview of the proposed project. 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please stop by City Hall during office hours, 8:00 a.m. to 4:30 p.m., Monday through Friday. If you wish to talk to someone about this project, please contact Sharmeen AI-Jaff at 952-227-1134 Questions & or e-mail saliaff@ci.chanhassen.mn.us. If you choose to Comments: submit written comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online at http://206.10.76.6/weblink7 the Thursday prior to the Planning Commission meetin . City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested party is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent Information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commerciaVindustdal. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding Its status and scheduling for the City Council meeting. • A neighborhood spokesperson/representative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. If you wish to have something to be included in the report, please contact the Planning Staff person named on the notification. Subject Site take Mnnewasnts This map is neither a legally recorded map nor a wrvey and is not intended to he used as one. This map is a compilation of records, information and data located in vMcos city, county, state and federal offices and other sources regarding Ne area shown, and is to be used for reference purposes only. The City tices not warrant that the Geographic Infomtation System ((3IS) Data used to prepare this map are error free, and the City does not represent that the GIS Data can be used fa navigational, lases rig or any other purpose rewiring exacting meawrCnnenr of 6aance or direeNon or Predsion in the depiction of geographic leaNres- it errors or discrepancies are found lease coati 952-227-1107. The Preceding declaimer is Provided pursuant to Minnesota Stables §466.03, Subtl. 21 12000), and Me user of Nis map acknowledges that the City shall not be gable for any damages, and expressly waives all darts, and agrees to defend, indemnify, and hold hamiess the City from any and all deem Nalght by User, ion employees car agents, or third parties which arise M of the Meals access or use of data provided. Site lake MFnevasats This rtrep is neither a legally recorded Map nor a survey and is not intended to be used as ore. This Map is a tertpilaEon of recordle, information and dam located in various city, county, sure and federal of9ces and (Mrs Saimaa, regarding the sere shown, and is b be used for reference purposes only. This City does nor warrant met Me Geographic Information System (GIS) Dam used to prepare this map am sera fees. and the Cry does rot represent that the GIS Data man be used for nevigami Ireddrg or any other purpose recording enacting nlree5urarnenr of distance a direction or precision in the daplmeon of geographic femme. N errors or dsuepanciee am found please monad 952-227-1107. The precede g dsdame is provided Wesuanr to Minresota Stables §466.03. Subd. 21 (2000). and the user of Mar map sclaxededgeS Mal the City shall not be Nestle for any damages, and expressly waives all dams. aW agrees to defene, indarvvty. anal told Mandates the City from any ant at darts Naugle ty Use, its a rployess a agents. or third parses yhica arise out of the came, access or use at data provided. «NAME1r> «NAME2» «ADDtn «ADD2» «CITY» « STATE» C ZIP» «Next RecordneNAME1>a «NAME2» aADD1 «ADD2» «CITY» «STATE» ((ZIP), Public Hearing Notification Area (500 Feet) Minnewashta Creek Hills Planning Case No. 05-25 6560 Minnewashta Parkway City of Chanhassen W. W. 62nd St. F r w m \ c7ao bane 0 5�atie 0V� G e c 1pewoo e C` a K6KW op y end�0 3m c _c Lin �,den Cirp�e en v� ° Subject Site es ee �Ne Lake Minnewashta <e a res reW see r restwew r m D N men Be m Ma le Cir /Ne c e a e nve m en ae nv THOMAS & MARY ALLENBURG CRAIG LOREN ANDERSON & LEE R ANDERSON 6621 MINNEWASHTA PKY TERI LYNN ANDERSON TRUSTEE OF TRUST EXCELSIOR MN 55331 3830 LESLEE CRV 6651 MINNEWASHTA PKY EXCELSIOR MN 55331 EXCELSIOR MN 55331 CHARLES F & VICKI L ANDING 6601 MINNEWASHTA PKY EXCELSIOR MN 55331 RICHARD E & ELIZABETH BELLERT TRUSTEES OF TRUST 6641 MAPLE RD EXCELSIOR MN 55331 LAUREANA VOUNG BOUALOUANG 3884 MEADOW LN EXCELSIOR MN 55331 MEGAN J CARLSON C/O GARY & MAUREEN CARLSON 3891 62ND ST W EXCELSIOR MN 55331 PATRICIA B CHARNEY 3861 MEADOW LN EXCELSIOR MN 55331 CRAIG R & MARY L COURTNEY 3901 CRESTVIEW DR EXCELSIOR MN 55331 KENNETH C DURR 4830 WESTGATE RD HOPKINS MN 55345 KEVIN T & MAUREEN S FARRELL 6541 MINNEWASHTA PKY EXCELSIOR MN 55331 MICHAEL J BARNES & TAMARA A DEVOS 3840 LINDEN CIR EXCELSIOR MN 5533' JEFFREY R BERGE & DENISE E ZOELLMER 3856 MEADOW LN EXCELSIOR MN 55331 BRIAN R CARLSON 3828 MEADOW CT EXCELSIOR MN 55331 STEPHEN A & SANTINA CASTER 3861 LINDEN CIR EXCELSIOR MN 55331 TIMOTHY J & MARY T COLLERAN 6560 MINNEWASHTA PKY EXCELSIOR MN 55331 HARRY A & CHRISTINE A DRAHOS 3911 LINDEN CIR EXCELSIOR MN 55331 STEVEN & LAURIE ERICKSON 3850 LESLEE CRV EXCELSIOR MN 55331 VINCENT & JANICE FEUERSTEIN 3880 LINDEN CIR EXCELSIOR MN 55331 DIANNE E BARTZ 3881 LESLEE CRV EXCELSIOR MN 55331 BLAKE L BOGEMA 3841 LINDEN CIR EXCELSIOR MN 55331 GARY CARLSON 3891 62ND ST W EXCELSIOR MN 55331 JOHN D & ELIZABETH W CHANDLER 6580 JOSHUA CIR EXCELSIOR MN 55331 DALE H COLLINS 10758 130TH ST GLENCOE MN 55336 HARRY M JR & ELAINE R DUNN PO BOX 343 EXCELSIOR MN 55331 ANTHONY SANTO FARINA & JILL CHRISTINE FARINA 6590 JOSHUA CIR EXCELSIOR MN 55331 DOUGLAS L & DENISE S FOOTE 3871 LESLIE CRV EXCELSIOR MN 55331 JOSEPH J & JEANIE B FROEHLING DAVID C & LISA A GAUPP PAVEL & OLGA L GLUSHENYA 3840 LESLEE CRV 3870 MEADOW LN 3891 MEADOW LN EXCELSIOR MN 55331 EXCELSIOR MN 55331 EXCELSIOR MN 55331 SCOTT A & KRISTIN A GUNDERSON WAYNE M HARTUNG & 6570 KIRKWOOD CIR TONI R JOHNSON HEIRS & ASSIGNS OF SCHMID'S EXCELSIOR MN 55331 6330 CHURCH RD ACRE TRACTS EXCELSIOR MN 55331 KEVIN R & MARY E HOFFMAN 6631 MINNEWASHTA PKY EXCELSIOR MN 55331 JEFFREY F JEWISON & LISA J W ECKW ERTH 3842 MEADOW CT EXCELSIOR MN 55331 WILLIAM H & KIMBERLY A KOHMAN 3780 MEADOW LN EXCELSIOR MN 55331 BRUCE W & ANGELA K LEACH 3910 LINDEN CIR EXCELSIOR MN 55331 THOMAS R & KAREN C LONDO 3764 LANDINGS DR EXCELSIOR MN 55331 RANDALL A & LISA M MAYER 3831 MEADOW LN EXCELSIOR MN 55331 STEVEN P & SHEILA A MCSHERRY 6571 KIRKWOOD CIR EXCELSIOR MN 55331 MINNEWASHTA CREEK HOMEOWNERS C/O NANCY NARR 3950 LINDEN CIR EXCELSIOR MN 55331 RICKY W & HEIDI S HUEFFMEIER 6551 KIRKWOOD CIR EXCELSIOR MN 55331 DANALJOHNSON 6671 MINNEWASHTA PKY EXCELSIOR MN 55331 KEITH R & JODI L KORINKE 6310 CHURCH RD EXCELSIOR MN 55331 DAVID C & SUSAN C LOCKWOOD 3810 LESLEE CRV EXCELSIOR MN 55331 MARK F MACPHERSON 6301 CARTWAY LN EXCELSIOR MN 55331 MARK W & JULIE W MCARTHUR 3765 LANDINGS DR EXCELSIOR MN 55331 DALE F & RUTH M MENTEN 6630 MINNEWASHTA PKY EXCELSIOR MN 55331 PATRICK L & BONNIE C MONAHAN 3801 MEADOW LN EXCELSIOR MN 55331 CHARLES R & CYNTHIA HULTNER 3900 LESLEE CRV EXCELSIOR MN 55331 DALE E & LINDA J KEEHL 3841 62ND ST W EXCELSIOR MN 55331 STEVEN C & JANET A LARSON 3861 LESLEE CRV EXCELSIOR MN 55331 LORI J LONDO 6640 MINNEWASHTA PKY EXCELSIOR MN 55331 JAMES E & PEGGY A MARKHAM 6520 KIRKWOOD CIR EXCELSIOR MN 55331 WILLIAM J & KARI L MCREAVY 3790 MEADOW LN EXCELSIOR MN 55331 CRAIG C MILLER 6450 MINNEWASHTA PKY EXCELSIOR MN 55331 VICTOR 0 & DIANE T MORAVEC TRUSTEES OF TRUST 3821 LINDEN CIR EXCELSIOR MN 55331 JOHN W & NANCY A NELSON LARRY L & LISA M NELSON RALPH A & SHIRLEY A NELSON 3891 LINDEN CIR 3860 LINDEN CIR 3800 MEADOW LN EXCELSIOR MN 55331 EXCELSIOR MN 55331 EXCELSIOR MN 55331 TIMOTHY M & MARY K O'CONNOR MARION A OLIN ROBIN S O'MEARA 14692 GLEN EDEN DR 6540 KIRKWOOD CIR 3814 MEADOW CT NAPLES FL 34110 EXCELSIOR MN 55331 EXCELSIOR MN 55331 ARTHUR R & SUSAN C ORNELAS 6576 JOSHUA CIR EXCELSIOR MN 55331 MARK D ROGERS & MARY KNUTSON 3851 LESLEE CRV EXCELSIOR MN 55331 TOD E & SUSAN M SCHILLING 3911 LESLEE CRV EXCELSIOR MN 55331 JEANIE ANN SEEHOF 6561 KIRKWOOD CIR EXCELSIOR MN 55331 DEAN A & JACQUELINE P SIMPSON 7185 HAZELTINE BLVD EXCELSIOR MN 55331 TERRANCE SR & SANDRA THOMPSON 3820 LINDEN CIR EXCELSIOR MN 55331 BRADLEY E & KAREN J VONRUDEN 3910 LESLEE CRV EXCELSIOR MN 55331 DIRK J & MARGARET E YOUNG 3830 MAPLE CIR EXCELSIOR MN 55331 MARK ORTNER 3920 LINDEN CIR EXCELSIOR MN 55331 MICHAEL R RYAN & ELLEN J HEM-RYAN 3850 MAPLE CIR EXCELSIOR MN 55331 DAVID A JR & RHONDA J SCHOELL 2301 SARAH ROSE LN REEDSBURG WI 53959 CITY OF SHOREWOOD 5755 COUNTRY CLUB RD EXCELSIOR MN 55331 MOMCILO SPASOJEVIC & SMILJANA SPASOJEVIC 3771 MEADOW LN EXCELSIOR MN 55331 TERRANCE LANE TOLL 6250 CARTWAY LN EXCELSIOR MN 55331 JAMES A & JEAN WAY 6641 MINNEWASHTA PKY EXCELSIOR MN 55331 MICHAEL P & LORI B ZUMWINKLE 7250 HILLSDALE CT CHANHASSEN MN 55317 KEVIN R & JULIA E PROHASKA 6424 LANDINGS CT EXCELSIOR MN 55331 THOMAS & LINDA L SANDER 3921 LINDEN CIR EXCELSIOR MN 55331 KATHY A SCHURDEVIN 3921 ASTER TRL EXCELSIOR MN 55331 DANIEL M & CHRISTINE A SIEW ERT 3901 LESLEE CRV EXCELSIOR MN 55331 DAVID W & JULIE ANN TERPSTRA 6581 JOSHUA CIR EXCELSIOR MN 55331 TONKA THEATRE INC PO BOX 337 EXCELSIOR MN 55331 BRIAN L & BILLIE M WINDSCHITL 6591 JOSHUA CIR EXCELSIOR MN 55331 O RM Fill T. First Floor: 1,562 sq. ft. Second Floor: 1,384 sq. ft. Total: 2,946 sq. ft. Bonus Space: 232 sq. ft. '413 L Pr(II 1IL MnsrFRW Bedrooms; 4 Bathrooms: 2% SECOND FLOOR Dimensions: 52' - 0" X 41'- 0" Foundation: CizWMspWace t,_ HOOK FAIVIKY DENI PM GARAGE iiftm FIRST FLOOR 80 , N , USI LMMiElt SECOND FLOOR K 3 61L 2 t NOCK < DIMMING CREAT RM GARAGE r* DEN ii FIRST FLOOR First Floor: 1, 204 sq. ft. Second floor: 1,264 sq. fit. Total: 2,468 sq. ft. 2205 -6itirl A t Bonus Space: 213 sq. ft. Bedrooms: 3 Bathrooms: 2'12 Dimensions: 35' - 0' X 63' - 0" Foundation: CravAspace (D First Floor: 1,501 sq. ft. Second Floor: 921 sq. ft. Total: 2,422 sq. ft. Bedrooms: 3 Bathrooms: 2'/ Dimensions: 52' - 0" X 36' - 0" Foundafion: Unfinished Walkout Basement, Crawlspace Fl UF7.G7 GARAGE Z The contemporary look of this modem country design is both impressive and unique. Enormous windows brighten and enliven every interior space. 52K q2 - 2184 Im FAMPLY ...,. LIVING R/M DECK • + FIRSTROM SECOND FLOOR BASEMENT Betv.een 2,001 and 2,500 so Ft Lower Level: 127 sq. ft. Main Level: 1,744 sq. it. Upper Level: 470 sq. ft. Total: 2,214 sq. ft. Bedrooms: 3 Bathrooms:24 _ 2337 Dimensions: 53' - 0" X 44' - 0" Foundation: Crawlspace P` 2,001 and 2,500 s,. Ft aR. i. ' SHOP BRr CALACE i UPPER LEVEL r First Floor: 934 Sq. ft. second Floor: 1,106 sq. ft. Total: 2,042 sq. ft. Bedrooms:4 Bathrooms:2'h i F 20�p �ou1 P"A Dimensions: 44' - B" X�" 45 X 4 b Foundation: Unfinished Basement a Tm-- '_7 OR"" L MAINLIMEL FIRST FLOOR SECOND FLOOR LONFER LEM O ( )f ! E f \\ | ) |A f ! ! }i& |!§ ! LLI }/\� i|/ }§\ it{ & j � 2 W - )! j' g �! i •.l:=! . �.. q) \ 9{ 4 ..:. _,... . ;! K © . / LU u \ � z. * -)| a z is i 1 dz' d •�3 Esa J J W L�U/ / ^n o ri V) ------ ---- LU .0" / 1 I Ou J ce L w w: 2„ O c z u3 PUBLIC HEARING: REQUEST FOR SUBDIVISION WITH VARIANCES ON PROPERTY ZONED PUD-R LOCATED AT 6560 MINNEWASHTA PARKWAY, MINNEWASHTA CREEK HILLS, APPLICANT ROBERT RICK (FOR PROPERTY OWNERS TIM & MARY COLLERAN), PLANNING CASE NO.05-25. Public Present: Name Address Steve Larson Tim Colleran Kevin Mattson Robert Rick Connie Villari Mr. & Mrs. Gil Laurent Ruth Menten Mary Knutson Rogers Julie Ann Terpstra Marcia Ortner Michael J. Barnes Brian L. Windschitl Jim Markham Greg Greenwood R.W. Hueffineier Anthony Farina 3861 Leslee Curve 6560 Minnewashta Parkway 8566 Drake Court 4700 Otter Lake Road, White Bear Lake 1257 Winslow, West St. Paul 24760 Cedar Point Road 6630 Minnewashta Parkway 3851 Leslee Curve 6581 Joshua Circle 3920 Linden Circle 3840 Linden Circle 6591 Joshua Circle 6500 Kirkwood Circle 6501 Kirkwood Circle 6551 Kirkwood Circle 6590 Joshua Circle Sharmeen Al-Jaff presented the staff report on this item. Sacchet: Thanks Sharmeen. Do we have questions for staff? Jerry. McDonald: I have a question. On the lot itself, where the private road is starting, right now there's a retaining wall at that point that's roughly 5 feet, 6 feet tall and you've got quite a variance there on the front. The whole thing is held back right now by a retaining wall. The road to come in there, is that going to go up on a grade or are we talking about leveling out all that area and bringing it down to street level? Al -Jaffa If we can, if I may ask Alyson to answer that question. Morris: The proposed grading plan which is shown Exhibit A, proposed layout, it does show that the retaining wall will remain at approximately a location they don't shown. We can get some clarification where that, if that will change but just looking at this right now they're showing that that will stay. McDonald: Okay. Planning Commission Meeting — August 2, 2005 Sacchet: That's it? Okay. Question from staff. There is some discussion about right-of-way of Minnewashta Parkway so what I understand it's not the same on the two sides of the road. There's enough right-of-way that it's not a concern, is that an accurate understanding? Al-Jaff: That's an accurate understanding. Sacchet: Then, and you touched on, you make this correction about the hard surface coverage. So they're currently at the 25%, which is the maximum they can be with this drawing. A]-Jaff: Well and that's what we asked them to show us. Show us what you can get with a 25% hard surface and that's what they came back with. Sacchet: So they're trying to fit in to that. And then the driveway, the setback. So we're actually telling them they should be closer to the private road. Al-Jaff: Correct. Sacchet: And the reason is that there would be less impervious or. Al-Jaff: That would be an option, yes. I mean there would be. Sacchet: Because I'm just trying to understand why we would require that, yes. Al-Jaff: Well it's an option. Right now when they drew these plans they were assuming that the required setback is 30 feet from the edge of the. Sacchet: So 20 would help them. Al-Jaff: Would definitely help them. Sacchet: Thank you. That's the questions I have. That's it for questions? Alright. Thank you Sharmeen. With that I'd like to invite the applicant. Do we have an applicant here? If you want to come forward and just tell us if you have anything to add. You may want to move the microphone towards you please. State your name and address for the record. Robert Rick: My name is Robert Rick. I live at 4700 Otter Lake Road in White Bear Lake, Minnesota. First of all I'd like to thank staff. It was a pretty good process to start off and work through things and tried to keep in mind staffs wishes as best we could. I really only have a couple things to add, and the entire process was with kept in mind trying to minimize the impact on the current lot so, and we did, you know I think we came up with a fairly good game plan. The reason we do not have finished drawings, finished concepts, the type of builders that I'll be working with on this development, they're design build architects and so they'll bring a client who would like a specific type of home. Sacchet: To be custom type? 2 Planning Commission Meeting — August 2, 2005 Robert Rick: To be custom. These are going to be 3 custom home sites. I'll name a few names of folks that I'm actually working with who have potential interest in this. Delahay Homes. Peter Bren. TJB. Keith Waters. Marquette and Lee. Charles Cudd. These are luxury tour home names. Pretty well known. Very well known for you know blending in with communities. Improving communities so that's in keeping with what we're trying to do, so obviously trying to enhance the value of the property in the neighborhood. I think that's it. I just want to reserve the right to be able to answer questions along with my engineer Connie Villari as well... Sacchet: It's interesting you mention custom home. You're comfortable with that restriction that was just pointed out with the middle lot, having kind of a small pad to work with. You don't think that's going to cause an issue? Robert Rick: It actually you know small, 2,000 square foot is not... Sacchet: It's not teeny yeah, but. Robert Rick: And it will lend itself, the middle one to more of a villa type home is what the upper end folks would call it, but it's certainly fair enough size yet. And staff had mentioned if you pull the house forward, you do gain some area there. And again you know, most of these, I don't know this again because I don't have customers in hand, will be multi story. They're going to be 2 or 3 stories so 5,000 square foot home is not a little home so. Sacchet: Right. Alright, do we have any other questions from the applicant? No? Okay, thank you very much. Appreciate it. Now this is a public hearing. If anybody would like to come forward and address this proposal that's in front of us here, this is your chance. Please come forward. State your name and address. Let us know what you have to say. Tim Colleran: My name is Tim Colleran. I'm the current owner at 6560 Minnewashta Parkway and I just wanted to thank all the neighbors for coming out in support of the development and I look forward to all your comments and we'll see you at the beach. Sacchet: Any other comments to this? Yes. Ruth Menten: My name is Ruth Menten. I live at 6630 Minnewashta Parkway. We've lived on Minnewashta Parkway since, in the 1970's. This house has been a landmark house. I thought that it was a historical, historically registered house. I'm not sure. It's going to be a sad day to watch that house go down if this gets approved. One concern I have is the traffic that will be coming out across the trail. Most of our houses are private lots. We have one exit out onto the parkway and since we added the walkway or the trail it's got more people walking, bicycles and all that kind of thing. This is going to have 3 homes coming out onto one driveway which is going to be a road I guess. And it's a blind sight because the walls, retaining walls go up quite high and so I'm a little concerned about the traffic issue and the pedestrian issue. Sacchet: Okay. Is that something, you're our new city engineer. I haven't met you yet. Hi. Would you want to say something to that please? 91 Planning Commission Meeting — August 2, 2005 Morris: This site is adding 2 single family homes to the site. You look at the amount of traffic entering and exiting this private drive and it's not a significant amount. The driveway grade, as shown on the plans will be 10%a maximum which is according to city code so that's also to make sure that there's adequate sight distance for them to see any pedestrians coming through there. McDonald: Can I ask a question because that's my concern when I was asking about you know where this is at. You're creating a canyon. That's what I don't understand on this driveway. It's a very good point. As you come down, you're talking about taking out the retaining wall there and at that point it's got to be 5 feet high. Moms: No, the retaining wall will remain. McDonald: But you're going to take out part of it to put the new private street in. The current driveway follows the lot line to the west, so that driveway is going away. Now you're going to create a new driveway towards the middle of the lot and there's a retaining wall there. So the driveway's going to have to go through a retaining wall. Sacchet: Isn't it close to where the old one was? McDonald: No. I went out there and looked and you look at the drawings where the current driveway, where the circular driveway is and the one there to the west follows the lot line. Sacchet: Do you want to come forward? Robert Rick: The new private street is going to follow the path of the current driveway. McDonald: But that's not what's shown in this drawing because according to where the driveway's at now in the documents, it follows the lot line and comes off. Sacchet: It's the lot line of the middle one ... so it's the lot line of the middle lot that it follows, not the edge one. McDonald: Okay. Okay, so it would follow the current driveway. Robert Rick: Yeah, and basically what we're going to actually do is probably again to minimize impact to the current one, we'll probably pull up the far end of the driveway but vegetate in that area. Not necessarily destroy the retaining wall that leads down towards the path there. Just block the entrance. And actually we use the south entrance on staff recommendation. Naturally it started from the north, so thinking that we were pulling away from the right-of-way on, I'm not sure of the name of the street there but. McDonald: Okay, well at least that driveway that does alleviate the problems of sight lines and everything so, okay. Thanks. Sacchet: Okay? Public hearing is still open. If somebody else wants to come forward, please do SO. 4 Planning Commission Meeting — August 2, 2005 Jim Markham: Hi. My name is Jim Markham. I'm the President of the Minnewashta Creek Homeowners Association. We have an association that is to the, would be the north side of the Colleran's home and we, our concern is our beachlot which is across the street. Right now they have access to easement of walking across our beach and what our concern is that, are they going to have all 3 homes going to have that access or not. We right now feel that we have too many people already in our beach and we really don't want to have that. We have taken a vote and decided that we did not want to have them come into our homeowners association so that they could use our beach, but they do have, the one home, the Colleran's home does have access to cross our beach and we're just concerned that all, they're going to get 3 homes now having that. That's our concern why we're here. Sacchet: Yeah, I don't think that's something that is addressed by the staff report. Is that something you want to say? Al-Jaff: We have spoken to the city attorney regarding this issue and he has repeatedly said that it's a private matter. There are by-laws to homeowners association. We do not enforce them. Private covenances are private covenances. Sacchet: It's up to the homeowners association. Jim Markham: So they would have to come to us to get 2 more easements is what you're saying? If 3 homes are allowed on that lot, that you're saying that 1 has easement right now and the other 2 would have to come to get permission to come across our beachlot? Aanenson: Again it's a private matter. We're not commenting on it either way. Jim Markham: Okay. So this is something that we'll have to take up with, in a private situation with them. Aanenson: That's correct. Jim Markham: Okay. Well that's why we're here. That's our concern. Sacchet: Okay, understand. Sorry we can't help you with that one. Anybody else wants to address this item? Yeah, looks like we have more. Please come forward. State your name and address please. Brian Windschitl: My name is Brian Windschitl. I live at 6591 Joshua Circle, which is, covers probably 2/3 of the back side of this property. I don't know how accurate of a tree survey we've done on there. I don't know anybody's looking at it but they seem to have the trees all placed away from these little boxes that are here but my concern is what's going to be left of that when the custom homes come in. They're not going to be a little square box like that. A lot of these trees, you just drive on the drip line and they'll be dead a year later. They'll say they're not going to take them down but by the time they get all the work done around there, they'll be losing those and. And then the other concern I have is, I'm sure you have height requirements. Planning Commission Meeting — August 2, 2005 Right now I can sit on my deck and see the lake. When you fill that in with 3 homes, I mean I'll be looking at people's back yards with no trees in them, so I guess I would like you to maybe take a look at that out there and see if that tree survey is accurate you know, because there's 150 year old trees there that can't be replaced so. Sacchet: Right. Do you want to address that Sharmeen? Al -Jaffa Sure. We did go out to the site verified the location of the trees as far as what is shown on the plans and what will be preserved. Typically prior to any grading taking place on the site, we make sure that tree preservation fences are up. Sacchet: In terms of the size of the building pads, how much flexibility does a builder have? A] -Jaffa Remember the 25% hard surface coverage with these sites. So it's to your advantage to stay as close as possible to this front portion of the lot. We had highlighted all the significant trees. We highlighted all the significant trees. The majority of the area right here really is open. It does not contain that many trees. They are closer in this portion of the site as well as around the parameter. There will be. Sacchet: About half a dozen. Al-Jaff: 5 tree, 6 trees that will come out with this building and 2 trees that will come out with that. Sacchet: So that is pretty reliable and has been verified. Brian Windschitl: Well my question is, is how accurate is that tree survey? I've lived there 26 years. I don't see that tree in that bottom left hand corner. So I guess the question is, are they survey trees or that somebody just kind of scribbled them in there? Al-Jaff: No, they're surveyed trees. Tim Colleran: I can name them ... There's Alfred and Betty and Charlie. Sacchet: Yeah, I mean obviously is it 100% accurate? Probably a slip here and there. But generally they're actually pretty good those tree surveys from my experience. And ultimately what Sharmeen also pointed out is that when before any cutting and grading starts, staff will go out there, the city forester will go out there and actually deal with it on site specifically making an effort to preserve and then put the protective fencing up and all that. That's the city forester is somebody who knows how close you can go without damaging. Al -Jaffa Also it's not to the owner's benefit to lose any trees because at this point if they said they are going to save these trees, every time they lose them they have to replace them with double the inches. Planning Commission Meeting — August 2, 2005 Sacchet: Okay. So there's a penalty in the mitigation. How about the height? You addressed the height. Al-Jaff: Maximum height of a building cannot exceed 35 feet. Sacchet: 35 feet max. Al -Jaffa From the shoreland management as well as in the residential single family district. Sacchet: So that's something that's regulated. Brian Windschitl: 35 feet is the highest point, meaning... Al-Jaff: At the mid -point. Brian Windschitl: Mid point? Sacchet: Like if you have an angle with the middle of the slope. Is that right? Yeah. Okay. Thank you Sharmeen for addressing that. I hope that answers at least somewhat what your question is. Brian Windschitl: Well I guess my only question, we're looking for approval here tonight with some boxes there you know. What, at what point keeps them from coming way back? How far back from the access is the setbacks? Sacchet: Well, they're very limited. It's my understanding through that 25% hard coverage requirement. We didn't want to put a lot of driveway on there because then they won't have any room for a house. Brian Windschitl: ...30% instead of the 25%. Sacchet: No, that was actually what Sharmeen mentioned was a mistake on our part. Brian Windschitl: That was a mistake? Sacchet: Yes. It's the 25 is actually accurate. Okay? So I think I wouldn't be concerned that they get further in, unless they want to just put a little shed out there and then you can see around it. That's to your advantage again too. Brian Windschitl: And side setbacks are 10 feet now? Sacchet: Yeah. Brian Windschitl: So basically... Aanenson: Mr. Chair? 7 Planning Commission Meeting — August 2, 2005 Sacchet: Yes. Aanenson: If I could have him come to the microphone. It's very difficult. Sacchet: Yes, would you like to step up to the microphone once more if you have further questions because it's hard to hear for everybody. Brian Windschitl: No, I'm good. Sacchet: You're good. Alright. I think there was somebody else itching to get up before. Are you still itching to get up? Anthony Farina: My name's Anthony Farina. I'm at 6590 Joshua Circle. I am not directly adjacent to the property. However standing in my back yard I can see the property. My question to the planning committee is, why do we have to do this? What do we get out of this? Obviously we know what the Colleran's and the developers are getting out of this. Is a dollar sign. If you drive down Minnewashta Parkway, it is a park like atmosphere. Couple of the builders that the developer Rick had said are custom builders, yes. But there's also a couple of them who have built several homes. What's a custom builder? 100 homes? Or 5 homes? When you drive down that parkway... And standing in my back yard I'm going to have 3 towers, 35 feet high. There's not one home in our neighborhood that's 35 feet high to midpoint. Completely different than everything else that's going to be there. And I would hate to see, like someone else stated, the nostalgic and the prestige of that area get thrown in with every other development type atmosphere that's out there. And we see it every day. All the development in Chanhassen, everywhere around us, and that's great. Population growth. We want that. Several different reasons. But you're taking a house that's been there since 1850 plus, and you're going to make it into everything else and we don't have much of that left in our neighborhoods. So I encourage you to think about that and realize that this is just not the 3 houses or the 1 property owner that's affected. It's every neighbor around there plus that whole parkway when we have families and guests coming down there and seeing all this going on and these towers of 5,000- 6,000 square feet. They are completely out of place. Thank you. Sacchet: Well what do we get out of this? Hopefully some friendly, lovely new neighbors right? Do you want to address that? Robert Rick: Yeah, I'd like to make. Sacchet: Well do you want to step forward, if you've got a comment. That way people can hear better. RobertRick: I just want to make a statement that I think not more than 500 feet away from that is the Minnewashta Landings, Ken Durr's development and there are homes there in excess of $3 million in value and probably 8,000 or 10,000 square feet so it's, we may or may not, but it's a stone throw away. It's the first development as you come down south on Minnewashta Parkway off to the east. So it's not unlike some homes in the very close proximity so. Planning Commission Meeting — August 2, 2005 Sacchet: And I did want to make a comment to your question too, or to the point you made I should say. As I mentioned when I opened the meeting our task is to look at to what extent do the proposals that are brought before the city apply to the ordinances and regulations of the city. I mean in a crisp way I would answer your question, it's the property owner's right to use the property within the city's regulations and as the proposal clearly states, it shows they are within the guidelines in terms of size of lot and so forth. We're not looking at the specifics of the buildings. We're looking at the subdivision part at this point and that simply is a landowner's right to do that if the parcel is big enough. Did you want to add something? I saw you itching to try and get up once more or. Anthony Farina: And I understand that it's the landowner's right and the property and the development that they were talking about is I think uniquely designed because when you drive down Minnewashta Parkway, obviously in the middle of the winter when the leaves are off you notice that there are very large homes there. But in the summer, tree foliage, it's difficult to see that unless you actually drive down that subdivision. Down that street. Lakeside's a different story. You see those 3 story, 5 to 4 story homes without a doubt obviously in the middle of the lake. Here we're all directly affected because we're in our back yard. Okay. Everybody in the back yard of that neighborhood has the exact same home. Here also our beach is directly across from that too. So I understand that it's the Colleran's right to divide that, which they feel fits in the requirements. But to make it work and make it look like the rest of the homes, it just, I do. I don't know the rest of them, I feel it's going to be an eyesore, even though it's going to be a beautiful custom 5,000 square foot home. To the neighborhood so. Sacchet: Well, we'll have to be patient to see how it looks like, right? Anthony Farina: I mean it's totally up in the air what exactly it's going to look like. Sacchet: Right. At this point we're not looking at that aspect. I mean you're right about that. Yeah Kurt. Papke: Question for staff. Several homeowners have commented on the historical nature of the building. There was nothing in the staff report concerning that. Could you please clarify what the historical status of the building is. Al -Jaffa It is not on the historic registers listing. The home was built in the mid 1800's and I've heard that, I have not been able to verify this but I've heard that it's the second home in Carver County. Sacchet: So it does have significance from that angle, even though it's not formalized. Yes please, you wanted to add something. The public hearing is still open. Larry Nelson: I'm 3860 Linden Circle and just an interest to me is that Chanhassen doesn't have a preservation association. Kind of similar to other cities around the area like Victoria and Excelsior. Chaska. I don't know if you can comment on that. Planning Commission Meeting — August 2, 2005 Sacchet: Is it something you can something about Sharmeen? Larry Nelson: I don't think that there's anything in Chanhassen that has a chance to protect a home like this that has the history and. Sacchet: I think a home has to be on the historical register. It has to be registered. It has to be listed in order for it to be protected historically. Sacchet: Then it would apply... Larry Nelson: But I think in this situation as us as neighbors we don't have somebody standing behind us, and of course I chose to live in the wonderful city of Chanhassen, which I love but if this was in Chaska we'd have somebody standing behind us. From their historical society from Carver. Sacchet: Even there I would think it would have to be registered on the historical register. Larry Nelson: So I'd just like to see you take on consideration that it is a pretty big landmark. One other question, just to verify the engineer seems to be mention that there were 2 houses. Or is there 3? Aanenson: 2 additional. Morris: 2 additional homes. Larry Nelson: 2 additional homes you said. Sacchet: Total of 3. Larry Nelson: Back to the lake rights. I've just been totally confused on what this all means with lake rights. They really have and where that's going to continue from there. Where would we continue now? Everybody says it's a private matter. Sacchet: Correct. That means we don't intend to get involved from a city side with that. Larry Nelson: Okay, and what side would us, where, what side should we get involved with then? It's a private matter but our association. Sacchet: Amongst the owners. Larry Nelson: But in the past I'm sure you've had a lot of experience with places being split, or places being developed like this where there's 3, or 2 or 3 where there's 1 piece of property that has lake rights. You must have some type of history and what has happened before with it. Do we? Sacchet: I wouldn't know. 10 Planning Commission Meeting — August 2, 2005 Aanenson: We've done other ones in associations, yes. Lary Nelson: But the thing is, from my understanding, they're not really a member of our association. Am I correct on this? You come up and help me with this... Aanenson: Again that is something we're not going to, we're silent on that matter. We're not going to get into. Larry Nelson: No, no, but I'm just asking that you. McDonald: Well if I could address your question. Larry Nelson: Yes, thank you. McDonald: It's a private matter. It's a contract. It's a contract issue. The city's already said we have nothing to do with your contract. If you cannot negotiate it out between yourselves, your only recourse is to take it to court. It is not a city issue. It is a contract matter. So whatever your contract says, whatever the easements say, that's what governs your negotiations. Larry Nelson: Are we satisfied with that? McDonald: Yeah, there's nothing we can do and it's not part of our charter to get into that. Larry Nelson: Thank you. Sacchet: Thank you for your comments. Do you want to say something? Please. Mary Knutson Rogers: I'm Mary Knutson Rogers. I live at 3851 Leslee Curve. I just have a question to allow the south side, okay going here. The driveway, does that have to be widened in order for that developer to just have one car. Morris: Correct. I think it's going up. They were proposing a 20 foot wide bituminous surface. I think the existing is somewhere in the neighborhood of 12 feet so it'd be widened by 8 feet. Mary Knutson Rogers: And then this home, what's the distance there from the lot line? Moms: 10 feet. Mary Knutson Rogers: Just 10 feet. Aanenson: That's the ordinance. Until you see a building permit we wouldn't know for sure. mean that's what it has to be at a minimum. It could be more. Sacchet: Thank you. 11 Planning Commission Meeting — August 2, 2005 Ruth Menten: I'm back again. I would like you to really consider the safety of the cars. I know you said it's only 2 lots going but in actuality it's 3 lots that will be up there. And when there's 2 average cars per family and that's for people who are young and if you have families you know there's teenagers that have, you have to have teenagers here. So let's figure that 2 cars, that's 6 cars coming out of that one driveway with a low vision. I don't know if there's some way you can take and get better vision. Put mirrors up or stop lights, I don't know but it's driving you know across the walkway and I just, the safety issue is a big thing for me. Sacchet: Is this a situation where mirrors are needed? Can you comment to that Alyson please. Morris: Based on going out to the site and looking at the sight distance, cars are safely exiting at that point already. It's just a matter of driver caution going down there and having due care when they enter onto the street. It's similar to, although you would have tree loss off the one private driveway there, it's similar to single family lots exiting onto a street. It's just simply a matter of driver care and attention. Sacchet: So you would think that common sense should be able to mitigate it sufficiently? You want to add something? Ruth Menten: I just wanted to add something. It also is on anincline. It isn't flat like the piece of paper you're looking at. We're looking at an incline too so I just really want the council to consider the safety and the developer's to consider the safety if this should go through. Sacchet: Okay. Good point. Finally we get to you. You've been going up and down a couple of times haven't you. Mike Barnes: My name is Mike Barnes. I live at 3840 Linden Circle. I'm off on the north side of the property. And my concern has to do with the drainage. Is there a limitation on how much height can be added to the property. You know everything kind of tends to come between my house and both of my neighbors houses and I'm just somewhat concerned that with the new properties here that there will be more drainage coming down and that I might have flooding problems. Sacchet: Generally there should actually be less. Alyson, do you want to address that please. Morris: That's correct, thank you Chair. The developer's engineer was required to do a drainage analysis of this site. Minimal increase in peak discharge through the site. You're the site directly north? Mike Barnes: I'm the second one back. Moms: Okay. Mike Bames: I would be this one. 12 Planning Commission Meeting — August 2, 2005 Moms: Okay. As far as increasing drainage, looking at where the proposed homes can be at this setback, it would not increase. The drainage pattern goes from the southwest, at the back of the lot that goes to the north and then it starts to spread out towards Lake Minnewashta. Looking out there you see where the high point is. It's a gradual slope. They're not proposing to change that area at the back. Mike Barnes: Yeah, I guess my concern is with the 3 homes there that it won't flow towards the front anymore. Everything in the back that was flowing around will now flow off my way because my house is built on a hill, instead of coming down. So that's just my concern with it. Morris: Again you look at, it depends on the pitch of the roof. The proposed house style. Position of eaves. We could ask the builder to be. Sacchet: Be sensitive. Moms: Very sensitive to that and look at placement of the eaves. Sacchet: Alright. Anybody else wants to address this item? Yep. Janet Paulsen: Janet Paulsen again. I just want to have, make a statement about private streets and especially this private street. I don't know if you're all aware you're not allowed to park on a private street so the guests of these 3 homes cannot park there. And Lake Minnewashta Parkway, not allowed to park on either side of that so where are the people supposed to park? Aanenson: Sharmeen, you want to show them? Al-Jaff: They will be able to park within the driveway. There's a turning lane here. You can have a couple of cars on there. Sacchet: Okay. So we believe that is sufficient parking space? Janet Paulsen: And sufficient for a fire truck? Sacchet: What happens with the fire truck? Al-Jaff: Our Fire Marshal did look at this and concluded that this is adequate for their purposes. Janet Paulsen: I have a private street next to me at the end of Laredo Drive and I watch my young neighbors struggle trying to turn around and have their delivery trucks turn around. Mostly they end up parking on the public street to do that. I think private streets require a variance because they do cause difficulties for the people living around them for parking. And for turning around. For turning around a boat trailer. Camping trailer, anything. And delivery trucks, I know lots of people living on private streets have complained about them. That their property is being, especially if they're the last lot, to turn around. So it should be stated specifically that there's a big enough turn around for all that. Not just a little back up space. Thank you. 13 Planning Commission Meeting — August 2, 2005 Sacchet: Good point. Thanks Janet. Janet Paulsen: Oh, and one more thing. Does this PUD require a 30 foot front yard? Do you know? Al -Jaffa We are requiring today's standard be imposed on this portion of the Planned Unit Development. Majority of the homes have the 30% and so on and so forth. We're requiring a 50 foot front yard setback. Janet Paulsen: Okay thank you. Sacchet: Thank you. Anybody else? Jerry. Jerry Paulsen: Good evening. I'm Jerry Paulsen, 7305 Laredo Drive. There was concern expressed about blocking your view. Between the lake and the new houses. The housing regulation says the maximum height is what, 35 feet or? Sacchet: Correct. Jerry Paulsen: I can show you a house on Big Woods that's 43 feet from ground to peak because the height of the house is based on a measurement of a gable height. So if you have a high pitched roof, in effect you can have more than a 35 feet. I can show you how... Sacchet: Yeah, I think that was actually clarified. That's the mid point of the gable that we're measuring, so you're right. It could go to the tip of the gable could be higher. Any other comments? Otherwise I'll close the public hearing. Yes. Yes, certainly you can do that. Absolutely. Connie Villari: My name is Connie Villari with Cornerstone Land Surveying and I've been referred to as the engineer but actually I'm a licensed surveyor, so just want to clarify that. And I'd like to take a few moments to answer some of your questions, specifically about the safety issue. One of the things that staff first commented on when we came to them discussing this lot was, if this is going to be subdivided they wanted to see one entrance rather than two which currently exist on the property. In the name of safety we took a look at both entrances. On the south side there's only a retaining wall on the north end. If you take a look at this, there's no retaining wall down here, so the sight is slightly, if it is, if you can call it an impairment, it would only be an impairment on the north side. Not on the south side. The other side, or on the other driveway ... so that's part of the reason why we chose that. We also chose the driveway that was farthest away from Linden to keep a separation between the streets that are existing, to try to maintain as much safety as possible. So it's one direction and I understand your concerns and perhaps we can take a look at that with the final design if we have a couple other changes. We'll have the engineer review that specifically. Couple other questions were about the drainage. One of the things that we're trying to do is maintain drainage towards the front between the houses so we're trying to make sure that the water is traveling across a great deal of grassy area or vegetated area and we're trying to keep that, keep swales between the houses and that sort of 14 Planning Commission Meeting — August 2, 2005 thing to minimize any impact that's there. Again the rear of the lot, these are, it was difficult to design a plan for a development like this because they are going to be custom homes. It's a lot easier to go into a site such as the one that was presented before this where you're changing everything and you're designing everything from scratch. We're doing the best we can to fit in with the neighborhood that's there. We're trying to keep the grades as close to what's naturally there now as possible. We're trying to keep the street grades as close to the drive that is there now. However that appears to exceed the 10% slightly so we're going to have to abide by city standards. So part of the impetus of keeping the houses back 30 feet is to maintain the grades that are existing as much as possible. Another question was about the private drive and access and turn around's and one of the things we tried to do is provide a realistic image of what somebody would want a home to look like with a driveway. To get realistic numbers for our percentages. And we've shown turn around's on both the north and the south house to kind of help those people back out of their driveways because it is an issue. And so we have talked about it so... The final design of the homes may be different but we're trying to be realistic with our development calculations and so that's why we've shown those on there. Trying to take that into consideration. I think I've tried to hit most of your questions. As far as accuracy of the tree survey, all the trees were located in the field. If there's an extra one there, it was an oversight but they were verified by two people in the field so it would be an error and I will check on it and the person that was in charge of the survey. Sacchet: Thank you very much. Good comments. McDonald: I've got a question. Sacchet: We'll get to you in a second. McDonald: Excuse me, ma'am. Since you're the engineer or surveyor, can you tell me how high is the current house? Connie Villari: The current house is at, let me just double check. It's at about ... and I can get another plan, but it's shown here at 967.7. McDonald: No, I'm talking about from the ground up. You know we've had a lot of discussion about. Connie Villari: You know I'm not sure. That is not a measurement we did. Perhaps the homeowner has an idea. I'm not sure. Tim Colleran: It would just be a guess. McDonald: I'll accept a guess. Tim Colleran: It's a two story with a pitched roof. It's tall. McDonald: Okay. 15 Planning Commission Meeting — August 2, 2005 Sacchet: Alright. There's still somebody there. Greg Greenwood: I'm Greg Greenwood. I live at 6501 Kirkwood Circle. I'm not even close to their property but I live back in the association area. But my concern is, we, you're going to move the houses 10 feet up now that they have that grade basically for, you know to make that 25% if I hear what you're saying correctly. So shorten their driveways by 10 feet. That's, we're moving all the properties up where all the slab space is. Sacchet: Isn't that drawing actually using 30? Al -Jaffa That's not the reason why. They're showing it at 30... Greg Greenwood: At 30 so they can move it up. So that sounds like they're cutting off some of the driveway. Sacchet: That's the idea. Greg Greenwood: Okay, so as part of the parking and turn around section that I'm kind of concerned about, is we walk down to the beach every day. Or every time we use it. There's going to be that much more traffic if one of these guys has more than 2 people in their driveway, or 2 cars come to their house. So that's going to be that much more traffic that they're going to have to park on Linden Circle basically, up and down that road. And that's going to increase the traffic and the amount of kids that are up there already too. I mean we've got people zooming through there that don't live there as well, that don't know that we have small kids and what not around there. Sacchet: So it's about the safety, okay. Greg Greenwood; Yeah, big time. Okay, and we've got small kids that live right up on that corner that the people would turn around at. Sacchet: Appreciate your comment. Greg Greenwood: So thank you. Sacchet: Thank you. Anybody else? If not, I'm closing public hearing and bringing it back to the commission for comments and discussion. I'll start on this end with Mark. Undestad: Well, I guess I mean your comment again, it's, they get harder as they get into the neighborhoods here. It looks to me as if, I mean staff has worked with them. They've covered what's required in their program there. I can see some of the concerns for the increased traffic on there. It sounds like Alyson has looked at that and it doesn't seem to be an issue right now. understand the numbers and the feelings out there but when it comes down to the requirements and meeting them, I guess it's from my ... around with the cul-de-sac up there, I think they've done a good job of changing the driveway around. It will save some more trees and move the R: Planning Commission Meeting — August 2, 2005 buildings around and I understand, I think each individual home site would then come back, wouldn't it prior to another, as they get. Would the homes come in or no? Aanenson: No. They would just come in for a building permit and then we'd review that. Sacchet: We wouldn't see it. Aanenson: You wouldn't see it. We would just internally check the building permit. Undestad: Okay. That's it. Sacchet: Thanks Mark. Any comments Debbie? Larson: Well I'm quite familiar with the area because we have friends that are part of your association and invite us to the beach so I've been there on a few different occasions and I drive that street and I certainly understand your concerns about the additional traffic. However, typically when I come in on that road I come from 5 and houses that I see along the parkway seem very in line with what they're planning on doing here so it's kind of a continuation. It's not necessarily changing, you know to me it's lake view property, or so it appears anyhow. I don't really have a problem with putting up beautiful homes in an area like that and I tend to support what they're planning on doing. I think it's a good improvement. It brings everybody up as far as their property values. Sacchet: Thanks Debbie. Jerry, any comments? McDonald: I've got a couple but yeah, when I first looked at this I made the mistake on the driveway. I was concerned about that too because what I was afraid we were going to create islands or blockage as far as getting in and out of the private drive. I like the private drive concept over the circle because you know after looking at it you would have had to have done quite a bit of work there which I think would have destroyed a lot of the property. Yeah, we're having a problem. There are these lots around the city that are available for development and as long as they meet the code, I don't see much choice but to grant them. And this particular development seems to have worked through all the problems. They've come through a couple solutions working with staff. Yeah, I would support this at this time. Sacchet: Deborah. Zom: I would also support this. It's difficult and concerning that it's a beautiful house and that would be destroyed throughout this process. But it does meet all of the ordinances and the couple concerns I do have would be the parking and the turn around on the private drive. And also that middle lot being at the 25% hard coverage surface right now, and this would be a later issue for whoever develops but there will be no space for any other type of landscaping or other things. So that issue will come, issue will come at a later time. So I would have to support this at this time. Sacchet: Thanks. Kurt. 17 Planning Commission Meeting — August 2, 2005 Papke: I find myself unusually conflicted over this one. I think the developer and the owner have done a great job of coloring within the lines. I think you've done a good job of preserving trees, which I normally support. But in this particular case I cannot be a party to demolishing the second oldest house in Carver County and so I intend to vote against this proposal. However I think this is a quasi judicial decision and I will not make a motion to deny the request and so I just suggest that someone else make a motion to approve it and I will simply be allowed to vote against it because I am ethically opposed to this. Sacchet: Well, I don't have too much additional wisdom to add from what we've heard. I do think we touched on three very crucial aspects in all the comments and you well addressed it from the developer's side. The safety of the access to the street. I think it's definitely something I like to see the developer work with staff to do everything possible to put the most safe solution in there with that private street access onto that parkway. And it looks like you already did it. Make some efforts with that and maybe explore, make really sure you've exhausted all possibilities with that. Similar with the drainage concern that was brought up from the neighbor to the north. You already addressed that obviously trying to have the drainage patterns maintained. That it drains toward the lake but just put some extra attention on that as well. And then the parking and turn around space aspect to really, I actually would like to highlight those 3 items in a condition, something like applicant shall work with staff to put particular attention on those 3 aspects. I'm with you Kurt about this being the second oldest house in Carver County is a real shame to demolish it. However I don't think we have any legal foundation whatsoever and to step into that space we have not, we don't have jurisdiction. We don't have a case per se. So other than knowing a little bit about it, I don't think there's much more I can do about it because it comes down to property owner's rights which are very fundamentally entrenched in the Constitution of the United States ... and all these wonderful things, but one thing that founders of this country particularly anchored in as well is the rights of property owners and so that's in your hand as far as I see it. So with that I do have to state, as it was stated before, this is from the ordinance regulation from anyone in the city is a very clean proposal and the additional of the private road definitely preserves the significant, significantly larger part of nature than a public road would, so from what I consider our task as Planning Commission it seems a clear case that we need to support this. With that I'd like to have a motion. McDonald: I'll do a motion. But before I do that, you had asked about adding some things. Sacchet: We can do friendly amendment. McDonald: Okay. I'll make the motion that the Planning Commission approve the preliminary plat for Planning Case 05-25 for Minnewashta Creek Hills for 3 lots and a variance to allow a private street as shown on the plans received July the 20`s and subject to conditions 1 through I believe 24. Sacchet: Yep. We have a motion. Is there a second? Larson: Second. 18 Planning Commission Meeting — August 2, 2005 Sacchet: We have a motion and a second. I'd like to propose a friendly amendment. That would be I guess number 25. Applicant shall work with staff to maximize safety aspects of the access of the private street onto Minnewashta Parkway. To minimize, how do we say that? To maximize drainage pattern be maintained flowing towards the lake, and putting special attention on parking and turn around space within those lots. Is that clear enough? Al-Jaff: Yes. Sacchet: Alright. Is that acceptable Jerry? Since you're the man with the motion. McDonald: Okay, and I have a question. Number 3, does that take care of what you want to do for drainage? Sacchet: Not fully. McDonald: Okay. I have no problems with it. That's fine. Sacchet: Okay. So we have a motion. We have a second. We have a friendly amendment. McDonald moved, Larson seconded that the Planning Commission recommend approval of the preliminary plat for Planning Case 05-25 for Minnewashta Creek Hill for three lots and a variance to allow a private street as shown on the plans received July 20, 2005, subject to the following conditions: Environmental Resources Specialist Conditions: a. Tree preservation fencing shall be installed at the edge of grading limits prior to any construction. Fencing shall be maintained until construction is completed. b. Any preserved trees removed will be replaced at a rate of 2:1 diameter inches. 2. Park and Recreation Conditions: a. In lieu of any land dedication, full park fees shall be collected at the time of platting. With the one existing home, the total park fee for Minnewashta Creek Hill will be $8,000. b. Additional trail construction is not required as a part of this project; however during demolition and construction, the existing pedestrian trail shall be protected and remain open. No construction equipment shall be parked on or use the trail as a staging area during construction. In addition, all match points encountered on the trail for demolition and/or construction shall be professionally constructed. 3. Detailed grading, drainage, tree removal and erosion control plans must be submitted with the building permit for each lot. 19 Planning Commission Meeting — August 2, 2005 4. The driveway grade must be adjusted so that runoff from the driveway will sheet drain to the east. The grades east of the proposed private drive must be adjusted to provide a drainage swale along the east side of the driveway to the proposed catch basin. 5. Any proposed retaining wall over four feet high requires a building permit and must be designed by a Professional Engineer registered in the State of Minnesota. 6. Tree preservation fencing must be installed at the limits of tree removal. All disturbed areas, as a result of construction, shall be seeded and mulched or sodded immediately after grading to minimize erosion. 7. A 75-foot minimum rock construction entrance must be added to the entrance that will be accessed during construction. 8. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with a detailed haul route and traffic control plan. 9. The developer shall also extend storm sewer from the existing storm sewer manhole within Minnewashta Parkway at the south end of the property. The upstream storm sewer structure shall have a catch basin cover and a three-foot sump. 10. The lateral sanitary sewer and watermain connections to the existing trunk utilities must be north of the proposed private drive. The developer shall extend 8-inch lateral sanitary sewer from the existing manhole (top elevation 951.23'). 11. A manhole must be installed wherever a bend is proposed in the sanitary sewer. Individual sanitary sewer services must be 6-inch diameter. 12. Six-inch lateral watermain shall be wet tapped from the existing trunk utility. 13. A gate valve must be installed immediately west of the wet tap. 14. A hydrant is required at the end of the proposed watermain for flushing purposes. 15. Additional drainage and utility easements may be required based on the revised utility plan. Easements shall be minimum 20-feet wide centered over each utility. 16. According to the City's Finance Department records, the parcel was previously assessed for one sanitary sewer and water hookup, therefore sanitary sewer and water hookup charges must be paid for two lots. The 2005 trunk hookup charge is $1,458.00 for sanitary sewer and $2,955.00 for water -main. 17. Public utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. 18. Detailed construction plans and specifications must be submitted at time of final plat. 20 Planning Commission Meeting — August 2, 2005 19. The applicant is required to enter into a development contract with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements and the conditions of final plat approval. 20. Permits from the appropriate regulatory agencies will have to be obtained, including but not limited to the MPCA, Department of Health, MCES, and Watershed District. 21. The driveway easement must clearly stipulate that the owners of Lots 1-3, Block 1, Minnewashta Creek Hill shall own and maintain the private drive and the private storm sewer north of the private driveway. The private street must be built to a 7-ton design, 20-foot width. The developer will be required to submit inspection reports certifying this. 22. Water Resource Coordinator Conditions: a. The grading plan shall be revised to show silt fence down slope of all disturbed areas. Chanhassen's standard detail for silt fence (Plate 5300) shall be included in the plans. b. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Tvoe of Slope Time Steeper than 3:1 7 days 10:1 to 3:1 14 days Flatter than 10:1 21 days (Maximum time an area can remain open when the area is not actively being worked.) These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. c. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as -needed. d. The estimated total SWMP fee, due payable to the City at the time of final plat recording, is $5,355. e. The applicant shall apply for and obtain permits from the appropriate regulatory agencies as necessary (e.g., Minnesota Pollution Control Agency (NPDES Phase R Construction Site Permit), (for dewatering)) and comply with their conditions of approval. 23. Building Official Conditions: a. A final grading plan and soils report must be submitted to the Inspections Division before building permits will be issued. b. Demolition permits must be obtained prior to demolishing any structures on the site. c. Separate water and sewer services must be provided for each lot and must have a separate connection to the public sewer or to a manhole which is connected to the public sewer. 21 Planning Commission Meeting — August 2, 2005 d. Curb box valves cannot be located in driveways. e. Permits are required for retaining walls. Walls over four feet high must be designed by a professional engineer. f. The developer must submit a proposed name for the private drive. 24. Fire Marshal Conditions: a. The new proposed private street will need a street name. Submit name to Chanhassen Building Official and Chanhassen Fire Marshal for review and approval. b. No burning permits will be issued for trees to be removed. Trees and shrubs must either be removed from site or chipped. c. Temporary street signs shall be installed on street intersections when construction of a new roadway allows passage of vehicles. Pursuant to 2002 Minnesota Fire Code Section 501.4. d. A fire apparatus access road 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 Fire Code Section 503.2.3." 25. The applicant will work with staff to address the issues of safety of the private street accessing onto Minnewashta Parkway, drainage towards the lake, and providing appropriate parking and turn around areas. All voted in favor, except Papke who opposed, and the motion carried with a vote of 5 to 1. Sacchet: So we have 5 to 1 and we already heard why you're opposing. So this goes to City Council on the 22od of August and there the decision will be made on this. Thank you very much. APPROVAL OF MINUTES: Commissioner Papke noted the verbatim and summary minutes of the Planning Commission meeting dated July 19, 2005 as presented. Chairman Sacchet adjourned the Planning Commission meeting at 9:30 p.m.. Submitted by Kate Aanenson Community Development Director Prepared by Nann Opheim 22 NCINI)1'MA/ vum [wmr.wrr MINNEWASHTA CREEK HILL I \ \ 0 EXISTING LEWL OESCRIFSION: TREE SURVEY NOTE4 .. GRADING NOTE UNON AREAS G�tivr unauwnA ]I,N)'n n� - SYMBOLS'. ra wwa nAL rw�wnmmn OOP'ON mtnic'Iut GxCn ® pppto uxoM1NltlWrtn �umEE NOTES u�tMo n rroracxntbrorl o • to n CHANHASSEN ♦ OWNF0.: .10.1 6NMr Tcd)EI1.W F.11.1 .. " ar NIer. MN 53)11 DEVELOPER: p55Ka 5)3 WU Ar. SH. SIS Sp 55110 COI: CARVER CO U NTV u CERTIfIUT� REVISION�� PROIEU LOCATION 6560 MINNWMS PN FXCEL10R� MINNESOTA P.I.O.M254a00010 CORNERSTONE ® Gopher State One Call �- TREE INVENTORYEUNOPY PLAN Z )L)L <o Zju wuWf �JO 0u ' sIt ce ou 5 e�ilf 1 a_ may S 9 ki f E z ?a E 5 $!g e x gc Is¢` UO s x '� @ '! £ 5 3 S o f g �8 !� c W !u 1 i H a aE oo•c {02 �_ yE yEp yg •4� o '!!i !g 8 i a6 z _x = E3 $F A3 B 89 8g gy5Y j > t A q gg x s p 9 @@gg € i E 22ggg'I ge 3 jQ < € — .,3 z 33 1`- $I ! � 8? Ill 1011e e J_ p_J pb: 04 Fj N Rid MIN ref t% xi F J`JJ6�� 0 e e� f 1 � � } �-EXHIBIT A PROPOSED LAYOUT WITH PRIVATE ROAD fOfK {Of . - U.N K M1 Yi - IAO K M1 IB'E/0A-IO1KR MG-MCYKM1 yy Yle iOfN. IOf IREA - 90.9A � IL` ` TA{ -9M40. {BiAiE RO/D KM -!DO K 0. W/F MM1'A-d6KR lvAO AffA-am n.M1 /_ \ iJZ90 VOfK LOf 1H'A - ]]pK �RA'AR POIY NQ•:A . JJ6 y. AFEA .coo w. M1 a AOA-amKM1 _1y�y�.12Y "" r TOTAL OF 11 TREES IMPACTED (BASED ON CURRENT HOUSE PLACEMENT) fo"�' suae+re,00 X19 East tar MN MN Sheet Stilhre , 580 30 60 82 PMne 65135.96: Fm 65f.I,5.89i 7_ 1 mencs�net deoauu SCALE: 1 INCH = 60 FEET NORTH CORNERSTONE LAND SURVEYING, INC <�>-EXHIBIT B PROPOSED LAYOUT WITH CUL DE SAC TOTAL OF 27 TREES IMPACTED (BASED ON CURRENT HOUSE PLACEMENT) 0 330 60 %7L=� 0 SCALE: 1 INCH = 60 FEET NORTH Suite P81X M East Ctee"ut Street Stillwater,MN SM82 Clt,el t@ mdeoousa net CORNERSTONE LAND SURVE INC, INC OS-ZS City Council Meeting — November 28, 2005 • innovative dry cleaning business uses Green Earth solvents in their cleaning process, which are more environmentally friendly, non -hazardous, and cleaning the clothes just as well without damaging so it's a new trend in the industry. They've also implemented a company wide recycling process for all their cardboard boxes. Do accept hangers and, brought into them by their customers so we'd like to recognize and congratulate Dry Cleaning Station and Rich Westerberg this evening. Congratulations. At this time I'd like to invite Mark Taintor to join us up here. For many of us our daily commute is one of the worst parts of our day. Mark, instead of driving in a car, has been driving his bike to make it a little bit better. He's been commuting by bike to and from work for the last 4, almost 5 years. It started out locally. Commuting about 2'h miles each way here in town but when his job location changed out to Victoria, he continued to bike now 8'h miles one way, or each way. Does it year round which gives many people thought to wonder how he could do that but we appreciate the fact that he's doing it and want to recognize his ability to doing it. He's making a positive impact on our city and hope that he can inspire other people to leave their keys at home at least once in a while and hop on their bike so, Mark very good. Congratulations. Mark Taintor: Thank you very much. CONSENT AGENDA: Councilman Lundquist 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 November 14, 2005 -City Council Summary and Verbatim Minutes dated November 14, 2005 b. Environmental Commission: Approval of Amendment to the Bylaws, Changing the Meeting Date and Time. C. Minnewashta Creek Hill, 6560 Minnewashta Parkway: 1) Final Plat Approval. 2) Approval of Development Contract and Plans & Specifications. d. Resolution#2005-96: Resolution Approving the Issuance of a Revenue Note by the Economic Development Authority of the City of Chanhassen. f. Resolution#2005-97: Knob Hill 20a Addition, Project No. 02-06, Accept Streets and Storm Sewer. g. Accept Donation to the Senior Center from Community Bank Chanhassen. All voted in favor, except Mayor Furlong abstained from item 1(f), and the motion carried. VISITOR PRESENTATIONS: N N 0 �.as CITY OF 0THIM Dams December 22, 2005 7700 Markel Boulevard PO Box 147 Chanhassen, MN 55317 Administration Mr. Robert Rick Phone:952227.1100 4700 Otter Lake Road Fax: 952.227.1110 White Bear Lake, MN 55110 Building Inspections Phone:952227.1180 Re: Development Notification Sign Escrow Refund Fax:952.227.1190 Minnewashta Creek Hill - Planning Case #05-25 Engineering Phone: 952227.1160 Dear Mr. Rick, Fax: 952.227.1170 Finance Enclosed please find a check in the amount of $100 which represents a refund of Phone:952227.1140 the development notification sign escrow for the above -referenced project. Fax: 952.227.1110 Park & Recreation If you have any questions, feel free to contact me at 952-227-1107 or by email at Phone:952227.1120 kmeuwissen@ci.chanhassen.mn.us. Fax: 952.227.1110 - - - Recreation Center Sincerely, 2310 Coulter Boulevard - Phone: 952227.1400 Fax:952.227.1404 �/�''�� Planning & `�' , , Natural Resources Phone:952.227.1130 Kim T. Meuwissen - - Fax: 952.227.1110 Planning Secretary - Public Works 1591Park Road KTM:ms Phone:952227.1300 Far 952.227,1310 Enclosure - Senior Center Phone: 952227.1125 - Fax: 952.227.1110 - - Web She www.d.chanlnssen.mn.us SCANNED The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding (rails, and beautiful parks. A goat place to live, work, and play. :ITY OF CHANHASSEN 7700 MARKET BLVD Go as :HANHASSEN MN 55317 ?ayee: ROBERT RICK )ate: 07/05/2005 Time: 12:32pm teceipt Number: DW / 6295 .lerk: DANIELLE )5-25 MINNEWASHTA CREEK HILLS ITEM REFERENCE AMOUNT ------------------------------------------- )EVAP 05-25 MINNEWASHTA CREEK HILLS USE & VARIANCE 500.00 SIGN RENT 75.00 RECORDING FEES 500.00 I " K ! M SIGN ESCROW100.00 ----- - Total: 1,175.00 heck 8823 750.00 ;heck 8826 425.00 --------------- Change : 0.00 THANK YOU FOR YOUR PAYMENT! a a' OK to return sign escrow. Ill Plann Date K SCANNED .M Vendor: Robert Rick Vendor No: RickRobe Vendor Acct No: Invoice Number Date Description DW6295 l2/19/2005 Sign escrow-Minnewashta Creek Hills Check Date: 12/22/2005 Check Amount: $100.00 Invoice Amount 100.00 CITY OF CHANHASSEN M&I MARSHALL & ILSLEY BANK 127812 7700 MARKET BLVD- P.O. BOX 147 s CHANHASSEN, MN 55317 IO (952) 227-1140 Pay: *** One hundred dollars and Zero cents To the order of: Robert Rick Date Amount 12/22/2005 $100.00 THE REVERSE SIDE OF THIS DOCUMENT INCLUDES AN ARTIFICIAL WATERMARK- HOLO AT AN ANGLE TO WEW MINNEWASHTA CREEK HILL KNOW ALL MEN BY THESE PRESENTS: That Brick Propertles. LLC, a limited liability company, fee owner orthe following described property situated In the County of Carver, State of Minnesota, to wit'. Lot I, Block 1. MINNEWASHTA CREW FIRST ADDITION. Carver County, Minnesota. H a caused the same to to surveyed and platted as MINNEWASHTA CREEK HILL and does hereby donate and dedicate to the public for public use forever the easements for drainage and utility purposes as shown on the Plat. In el whereof said Brick Propertlas, I.I.C. a limited liability company, has caused these presents to be signed by its proper officer This ---- day of 200_.. BRICK PROPERTIES, LLC, a limited liability company Robert L Rick, Chief Manager STATE OF MINNESOTA COUNTY OF The foregoing Instrument was acknowledged before me this _____ day of _______. 200__. by Robert L. Rkk, Chief Manager of Brick Propertle6 LLC. a Ilmlted liability company. an behalf of the company. Nolarypublic__—___County. Minnesota My Commission &pit*% ________________ I hereby certify that I haw surveyed and platted the property described on this plat as MINNEWASHTA CREW HILL; that the plat Is a correct representation of the survey; that all tlbtancn are correctly shown on the plat In feet and Its ndre@hs of a fooC that all monuments will be correctly placed In the ground as shown. In accordance to Minnesota Statutes, Section 505.02, Solid. I; that the outside boundary Imes are correctly designated on the plat and that there are no wet lands as defined In Minnesota Sutures Section 505.02. Sobel. 1 or public Mg hways to be designated other than as shown. _____________-____________________-_ Daniel L Thurmes, Land Surveyor Minnesota License No. 2S71 B STATE OF MINNESOTA COUNTY OF ---- ._______ The foregoing Surveyor', CertlRcaM was acknowledged before me this ___ day of Daniel L Thurmes, Land Surveyor, Minnesota License No. 25718. Notary Public ___---_ County, Minnesota My Commission Expires ._____------ —__ RNERSTONE NG. INC 200___ by CHANHASSAN. MINNESOTA This plat of MINNEWASHTA CREEK HILL was approved and accepted by the City Council of Chanhanan, Minnesota, at A regular meeting thereof, held this ____ day of _______________. 200__. and Is in compliance With the provislon of Minnesota Statutes, Section 505.03, Subd. 2. NI monuments will be at as spedfied by the City Council and as stated an this pia, according to Minnesota Sterue, $05.02, Subd. I. CITY COUNCIL OF THE CFry OF CHANHASSAN, MINNESOTA Mayor Be "hereunder, COUNTY SURVEYOR. Carver County, Mlnneseta Pursuant to Chapter 395, Minnesota Laws of 197I, this plat has been approved this ____ day of 200._ By' -------- ___._______ John E. Frwryd , Carver County Surveyor COUNTY AUDITOR, Carver County. Minnesota I hereby certify that uses payable In __ and prior Wars haw been paid for land described on this plat. Dated this _— day of _______. 200.__. By. ----------------- -_________ Mark Lundgren, County Auditor COUNTY RECORDER, Carver County, Minnesota I hereby certify thatthis plat of MINNEWASHTA CREW HILL was Died this ____day of 200___, at __ o'clock __.M. as Document No. --- _______ By: __-_._--------------- ___'___ Cad W. Hanson, Jr., County Recorder CITY OF CHANHASSEN RECEIVED OCT 3 1 2005 CHANHASSEN PLANNING DEPT SCANNED 11 r nm = o m X0 v W nn 5 mn Z ^' 0 n o N m l FTI N z � Z 3 '"icy g 0� o m o >m I H; E �oF wg 3 FOm MINNEWASHTA CREEK HILL KNOW ALL MEN BY THESE PRESENTS: That Brick Properties, LLC, a limited liability company, fee owner of the following described property situated in the County of Carver, State of Minnesota, to wit: Lot 1, Block 1, MINNEWASHTA CREEK FIRST ADDITION, Carver County, Minnesota. Has caused the same to be surveyed and platted as MINNEWASHTA CREEK HILL and does hereby donate and dedicate to the public for public use forever the easements for drainage and utility purposes as shown on the plat. In witness whereof said Brick Properties, LLC, a limited liability company, has caused these presents to be signed by its proper officer this _____ day of ----------------, 200___. BRICK PROPERTIES, LLC, a limited liability company CHANHASSAN, MINNESOTA This plat of MINNEWASHTA CREEK HILL was approved and accepted by the City Council of Chanhassan, Minnesota, at a regular meeting thereof, held this _____ day of ----------------- 200___, and is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. All monuments will be set as specified by the City Council and as stated on this plat, according to Minnesota Statue, 505.02, Subd. 1. CITY COUNCIL OF THE CITY OF CHANHASSAN, MINNESOTA ----------------------------- Robert L. Rick, Chief Manager By: ______________________________________, Mayor STATE OF MINNESOTA By: ______________________________________, Administrator COUNTY OF ------_----- The foregoing instrument was acknowledged before me this _____ day of ----------------, 200---, by Robert L. Rick, Chief Manager of Brick Properties, LLC, a limited liability company, on behalf of the company. Notary Public ________________ County, Minnesota My Commission Expires ________________________ I hereby certify that I have surveyed and platted the property described on this plat as MINNEWASHTA CREEK HILL; that the plat is a correct representation of the survey; that all distances are correctly shown on the plat in feet and hundredths of a foot; that all monuments will be correctly placed in the ground as shown, in accordance to Minnesota Statutes, Section 505.02, Subd. 1 ; that the outside boundary lines are correctly designated on the plat and that there are no wet lands as defined in Minnesota Statutes Section 505.02, Subd. 1 or public highways to be designated other than as shown. Daniel L. Thurmes, Land Surveyor Minnesota License No. 25718 STATE OF MINNESOTA COUNTY OF ------------ The foregoing Surveyor's Certificate was acknowledged before me this ----- day of ----------------- 200___ by Daniel L. Thurmes, Land Surveyor, Minnesota License No. 25718. Notary Public ---------- My Commission Expires CORNERSTONE LAND SURVEYING, INC County, Minnesota COUNTY SURVEYOR, Carver County, Minnesota Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this --------------- 200---• .32 John E. Freemyer, Carver County Surveyor COUNTY AUDITOR, Carver County, Minnesota day of I hereby certify that taxes payable in ---------- and prior years have been paid for land described on this plat. Dated this ----- day of ---------------, 200__-. M. Mark Lundgren, County Auditor COUNTY RECORDER, Carver County, Minnesota I hereby certify that this plat of MINNEWASHTA CREEK HILL was filed this at o'clock M. as Document No. - . 22 Carl W. Hanson, Jr., County Recorder day of 200___, CITY OF CHANHASSEN RECEIVED OCT 3 1 2005 CHANHASSEN PLANNING DEPT SHEET 1 OF 2 SHEETS MINNEWASHTA CREEK HILL IL1 ' l J S7 0 `Sp4pp,F r •, O ai / i — Zp5 88 s7� I 66 4246 �J I I !� C•(J Q I ````\` ISO 11 co 042 1 0 O W I A I v p O I N IN ` T r _� \ ww / 246W tzr 5710 5887 'F - a 4 o OS �o 75, S ' . 1 6-5 4' 00 r; \ � - a \ ` 848 �q \\ o m e + 4(90,9 8p8 o CORNERSTONE LAND SURVEYING, INC NORTH 0 30 60 %7== SCALE IN FEET DRAINAGE AND UTILITY EASEMENTS ARE SHOWN AS THUS: -----JIL----- 0 0 BEING 5 FEET IN WIDTH AND ADJOINING SIDE LOT LINES AND BEING 10 FEET IN WIDTH AND ADJOINING REAR LOT LINES AND RIGHT—OF—WAY LINES UNLESS OTHERWISE SHOWN. o Denotes 112 inch iron pipe set marked RLS 25718 • Denotes found 112 inch iron monument The westerly line of Lot 1, Block 1, MINNEWASHTA CREEK FIRST ADDITION, is assumed to have a bearing of N14056'00"E. SHEET 2 OF 2 SHEETS • MEMORANDUM TO: Todd Gerhardt, City Manager IT� FROM: Sharmeen Al-Jaff, Senior Planner rC'Y,OF CIIANNSEN DATE: November 28, 2005 7700 Market Boulevard PBox Chanhassen, MNN 55317 SUBJ: Minnewashta Creek Hill Final Plat Approval, Robert Rick. Planning Case #05-25 Administration PFax:9522.27.11100 Fax: 952.227.1110 PROPOSAL SUMMARY Building Inspections The developer is requesting final plat approval to subdivide a 1.4 Acre Lot into Phone: 952.227.1180 Three (3) Single -Family Lots with a Variance, Minnewashta Creek Hill Fax: 952.227.1190 Engineering ACTION REQUIRED Phone: 952.2271160 Fax 952.227.1170 City Council approval requires a majority of City Council present. Finance Phone:952.227.1140 BACKGROUND Fax: 952.227.1110 Park s Recreation On August 22, 2005, the City Council adopted the following motion: Phone: 952.227.1120 Fax:952.227.1110 The City Council approves the preliminary plat for Planning Case 05-25 for Recreation Center Minnewashta Creek Hill for 3 lots and a variance to run a private street as shown 2310 Coulter Boulevard Phone:952.227.1400 on the plans received July 20, 2005, subject to the following conditions: Fax: 952.227.1404 1. Environmental Resources Specialist Conditions: Planning A Natural Resources Phone: 952.227.1130 a. Tree preservation fencing shall be installed at the edge of grading Fax:952.227.1110 limits prior to any construction. Fencing shall be maintained until Public Works construction is completed. 1591 Park Road b. Any preserved trees removed will be replaced at a rate of 2:1 diameter Phone:952.227.1300 inches. Fax: 952.227.1310 Senior Center Finding: This condition still applies. Phone: 952.227.1125 Fax: 952,227.1110 2. Park and Recreation Conditions: Web Site www.ci.chanhassen.mn.us a. In lieu of any land dedication, full park fees shall be collected at the time of platting. With the one existing home, the total park fee for Minnewashta Creek Hill will be $8,000. b. Additional trail construction is not required as a part of this project; however during demolition and construction, the existing pedestrian trail shall be protected and remain open. No construction equipment shall be parked on or use the trail as a staging area during construction. In addition, all match points encountered on the trail for demolition and/or construction shall be professionally constructed. SCANWO The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A great place to live, work, and play. • Minnewashta Creek Hill Fi• Plat • Planning Case No. 05-25 November 28, 2005 Page 2 Finding: This condition still applies. Detailed grading, drainage, tree removal and erosion control plans must be submitted with the building permit for each lot. Finding: This condition still applies. 4. The driveway grade must be adjusted so that runoff from the driveway will sheet drain to the east. The grades east of the proposed private drive must be adjusted to provide a drainage Swale along the east side of the driveway to the proposed catch basin. Finding: This condition has been met. 5. Any proposed retaining wall over four feet high requires a building permit and must be designed by a Professional Engineer registered in the State of Minnesota. Finding: This condition still applies. 6. Tree preservation fencing must be installed at the limits of tree removal. All disturbed areas, as a result of construction, shall be seeded and mulched or sodded immediately after grading to minimize erosion. Finding: This condition has been modified to read "Tree preservation fencing must be installed at the grading limits Leval. All disturbed areas, as a result of construction, shall be seeded and mulched or sodded immediately after grading to minimize erosion." A 75-foot minimum rock construction entrance must be added to the entrance that will be accessed during construction. Finding: This condition has been met. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with a detailed haul route and traffic control plan. Finding: This condition still applies. 9. The developer shall also extend storm sewer from the existing storm sewer manhole within Minnewashta Parkway at the south end of the property. The upstream storm sewer structure shall have a catch basin cover and a three-foot sump. Finding: This condition has been met. 10. The lateral sanitary sewer and watermain connections to the existing trunk utilities must be north of the proposed private drive. The developer shall extend 8-inch lateral sanitary sewer from the existing manhole (top elevation 951.23'). Finding: This condition has been met. Minnewashta Creek Hill Fi• Plat • Planning Case No. 05-25 November 28, 2005 Page 3 11. A manhole must be installed wherever a bend is proposed in the sanitary sewer. Individual sanitary sewer services must be 6-inch diameter. Finding: This condition has been met. 12. Six-inch lateral watermain shall be wet tapped from the existing trunk utility. Finding: This condition has been met. 13. A gate valve must be installed immediately west of the wet tap. Finding: This condition has been met. 14. A hydrant is required at the end of the proposed watermain for flushing purposes. Finding: This condition has been met. 15. Additional drainage and utility easements may be required based on the revised utility plan. Easements shall be minimum 20-feet wide centered over each utility. Finding: This condition still applies. 16. According to the City's Finance Department records, the parcel was previously assessed for one sanitary sewer and water hookup, therefore sanitary sewer and water hookup charges must be paid for two lots. The 2005 trunk hookup charge is $1,458.00 for sanitary sewer and $2,955.00 for water -main. Finding: This condition still applies. 17. Public utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. Finding: This condition still applies. 18. Detailed construction plans and specifications must be submitted at time of final plat. Finding: This condition has been met. 19. The applicant is required to enter into a development contract with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements and the conditions of final plat approval. Finding: This condition still applies. 20. Permits from the appropriate regulatory agencies will have to be obtained, including but not limited to the MPCA, Department of Health, MCES, and Watershed District. Finding: This condition still applies. Minnewashta Creek Hill Fi• Plat • Planning Case No. 05-25 November 28, 2005 Page 4 21. The driveway easement must clearly stipulate that the owners of Lots 1-3, Block 1, Minnewashta Creek Hill shall own and maintain the private drive and the private storm sewer north of the private driveway. The private street must be built to a 7-ton design, 20-foot width. The developer will be required to submit inspection reports certifying this. Finding: This condition still applies. 22. Water Resource Coordinator Conditions: a. The grading plan shall be revised to show silt fence down slope of all disturbed areas. Chanhassen's standard detail for silt fence (Plate 5300) shall be included in the plans. Finding: This condition has been met. b. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Tvce of Sloe Time Steeper than 3:1 7 days 10:1 to 3:1 14 days Flatter than 10:1 21 days (Maximum time an area can remain open when the area is not actively being worked.) These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. Finding: This condition has been met. c. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as -needed. Finding: This condition has been met. d. The estimated total SWMP fee, due payable to the City at the time of final plat recording, is $5,355. Finding: This condition still applies. e. The applicant shall apply for and obtain permits from the appropriate regulatory agencies as necessary (e.g., Minnesota Pollution Control Agency (NPDES Phase II Construction Site Permit), (for dewatering)) and comply with their conditions of approval. Finding: This condition still applies. Minnewashta Creek Hill it Plat • Planning Case No. 05-25 November 28, 2005 Page 5 23. Building Official Conditions: a. A final grading plan and soils report must be submitted to the Inspections Division before building permits will be issued. Finding: This condition still applies. b. Demolition permits must be obtained prior to demolishing any structures on the site. Finding: This condition still applies. c. Separate water and sewer services must be provided for each lot and must have a separate connection to the public sewer or to a manhole which is connected to the public sewer. Finding: This condition still applies. d. Curb box valves cannot be located in driveways. Finding: This condition still applies. e. Permits are required for retaining walls. Walls over four feet high must be designed by a professional engineer. Finding: This condition still applies. f. The developer must submit a proposed name for the private drive. Finding: This condition still applies. 24. Fire Marshal Conditions: a. The new proposed private street will need a street name. Submit name to Chanhassen Building Official and Chanhassen Fire Marshal for review and approval. b. No burning permits will be issued for trees to be removed. Trees and shrubs must either be removed from site or chipped. c. Temporary street signs shall be installed on street intersections when construction of a new roadway allows passage of vehicles. Pursuant to 2002 Minnesota Fire Code Section 501.4. d. A fire apparatus access road 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 Fire Code Section 503.2.3." Finding: This condition still applies. Minnewashta Creek Hill A Plat • Planning Case No. 05-25 November 28, 2005 Page 6 25. The applicant will work with staff to address the issues of safety of the private street accessing onto Minnewashta Parkway, drainage towards the lake, and providing appropriate parking and turn around areas. Finding: This condition has been met. 26. The applicant will extend the private street in order to provide an adequate turn around on Lot 3. Finding: This condition has been met. FINAL PLAT The applicant is proposing to subdivide a 1.4 acre site into 3 single-family lots. The gross and net density of the site is 2.1 units per acre. All three lots exceed the minimum 15,000 square feet of area, with an average lot size of 20,457 square feet. All three proposed lots meet the minimum width and depth requirements of the Zoning Ordinance. These lots will be served by a private street. This development is in the shoreland management district which requires a 20-foot setback from the private street. The private street roadway shall not be included with the calculations of the hard surface coverage of the individual lots. Staff notes that the proposal is consistent with the Comprehensive Plan and generally consistent with the Zoning Ordinance. GRADING, DRAINAGE & EROSION CONTROL The 1.41-acre site currently has one single-family home amid numerous significant trees. The existing house and driveway will be removed. Due to the environmental sensitivity of the site, the developer proposes to construct a 20-foot wide private street within a 30-foot wide driveway, drainage and utility easement. This proposal requires mass grading of approximately half of the site to construct the private street, resulting in saving 80% of the trees. The developer proposes custom -graded lots for all three lots, therefore detailed grading, drainage, tree removal and erosion control plans must be submitted with the building permit for each lot. As -built surveys for each lot must also be submitted before a Certificate of Occupancy will be issued. The site currently drains from the southwest to the north and to the east. The proposed drainage pattern is consistent with the existing drainage pattern and will not increase the surface area draining to the existing single-family property to the north. The developer has submitted drainage calculations for the existing and proposed conditions, which indicate that the proposed development will not significantly increase the amount or rate of runoff from the site. 0 Minnewashta Creek Hill Final Plat Planning Case No. 05-25 November 28, 2005 Page 7 The developer will extend private storm sewer from the existing 27" trunk storm sewer within Minnewashta Parkway to the site. This storm sewer will capture runoff from the proposed private driveway and from the front yard of Lot 2. The plan does not identify any retaining walls. Any proposed retaining wall over four feet high requires a building permit and must be designed by a Professional Engineer registered in the State of Minnesota. Tree preservation fencing must be installed at the limits of tree removal. All disturbed areas, as a result of construction, shall be seeded and mulched or sodded immediately after grading to minimize erosion. A 75-foot minimum rock construction entrance must be added to the entrance that will be accessed during construction. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with a detailed haul route and traffic control plan. SURFACE WATER MANAGEMENT FEES Water Quality Fees Because of the impervious surface associated with this development, the water quality fees for this proposed development are based on single-family residential development rates of $1,093/acre. Based on the proposed developed area of approximately 1.41 acres, the water quality fees associated with this project are $1,541. Water Quantity Fees The SWMP has established a connection charge for the different land uses based on an average citywide rate for the installation of water quantity systems. This cost includes land acquisition, proposed SWMP culverts, open channels, and storm water ponding areas for runoff storage. Single- family residential developments have a connection charge of $2,705 per developable acre. This results in a water quantity fee of approximately $3,814 for the proposed development. At this time, the estimated total SWMP fee, due payable to the City at the time of final plat recording, is $5,355. Other Agencies The applicant shall apply for and obtain permits from the appropriate regulatory agencies as necessary (e.g., Minnesota Pollution Control Agency (NPDES Phase II Construction Site Permit), (for dewatering)) and comply with their conditions of approval. UTILITIES The developer proposes to extend storm sewer from the existing storm sewer manhole within Minnewashta Parkway at the south end of the property. The upstream storm sewer structure will have a three-foot sump. The developer proposes to extend 6" lateral sanitary sewer from the existing stub within Minnewashta Parkway to the proposed manhole within the private driveway. The as -built utility Minnewashta Creek Hill Final Plat Planning Case No. 05-25 November 28, 2005 Page 8 information for this area does not show a sanitary sewer stub at this location. The utility plan identifies a 4" wet tap from the existing 12" trunk watermain within Minnewashta Parkway and installing 4" lateral watermain to the south side of the private drive. The lateral sanitary sewer and watermain connections to the existing trunk utilities must be north of the proposed private drive. The developer shall extend 8" lateral sanitary sewer from the existing manhole (top elevation 951.23'). The alignment of the lateral sanitary sewer within the site shall be similar to the original proposal, however a manhole must be installed wherever a bend is proposed in the sanitary sewer. Individual sanitary sewer services must be 6" diameter. Six inch lateral watermain will be wet tapped from the existing trunk utility. A gate valve must be installed immediately west of the wet tap. A hydrant is proposed at the end of the proposed watermain for flushing purposes. Both the lateral watermain and sanitary sewer will be publicly owned and maintained. Additional drainage and utility easements may be required based on the revised utility plan. Easements shall be minimum 20 feet wide centered over each utility. The developer will be responsible for extending lateral sewer and watermain within the site, therefore the sanitary sewer and water lateral charges will be waived. According to the City's Finance Department records, the parcel was previously assessed for one sanitary sewer and water hookup, therefore sanitary sewer and water hookup charges must be paid for two lots. The 2005 trunk hookup charge is $1,458.00 for sanitary sewer and $2,955.00 for water -main. Sanitary sewer and water -main 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. The existing sanitary sewer and water services to the existing home must be removed or properly abandoned. Public utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. Detailed construction plans and specifications must be submitted at time of final plat. The applicant is required to enter into a development contract with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements and the conditions of final plat approval. Permits from the appropriate regulatory agencies will have to be obtained, including but not limited to the MPCA, Department of Health, MCES, and Watershed District. STREETS The developer proposes to construct a 20-foot wide private drive to serve the three proposed lots. The private drive will intersect Minnewashta Parkway at approximately the same location of the southern access point of the existing horseshoe driveway. The maximum grade of the private drive shall not exceed 10%, as shown on the plans. Minnewashta Creek Hill Final Plat Planning Case No. 05-25 November 28, 2005 Page 9 The driveway easement must clearly stipulate that the owners of Lots 1-3, Block 1, Minnewashta Creek Hill shall own and maintain the private drive and the private storm sewer north of the private driveway. PARK DEDICATION The three homes proposed for Minnewashta Creek Hill will have convenient access to Roundhouse Park located less than one-half mile to the south of the property. The park is eight acres in size and features a public swimming beach, fishing pier, ice rink, warming house and shelter building, playground, basketball court, open field, picnic area, benches and trail. TRAILS SM.SM A popular section of the City's ' '—'`-'-4 ' ' ' ' comprehensive trail system is located at the front on each of the proposed lots. This trail section travels along Minnewashta Parkway from Highway 5 to Highway 7, extending to the east at Highway 7. This trail will serve as a convenient pedestrian access from the new homes to Roundhouse Park. TREE PRESERVATION/LANDSCAPING Approximate tree canopy coverage and preservation calculations for the Minnewashta Creek Hill development as shown using a private drive are as follows: Total upland area (including outlots) 61,371 SF Total canopy area (excluding wetlands) 30,315 SF Baseline canopy coverage 50% Minimum canopy coverage allowed 35% or 21,480 SF Proposed tree preservation 35% or 21,795 SF The developer meets the minimum canopy coverage allowed and no reforestation plantings are required. No bufferyard plantings are required along the adjoining properties since they are of equal zoning. Plantings are required along Minnewashta Parkway, but the existing trees to be preserved provide a buffer complimentary with the neighboring properties and are acceptable as bufferyard plantings. Minnewashta Creek Hill A Plat Planning Case No. 05-25 November 28, 2005 Page 10 Location Required Proposed Buffer yard B — 2 overstory trees 5 existing overstory trees Minnewashta Pkwy 4 understory trees 4 shrubs COMPLIANCE WITH ORDINANCE — PUD-R DISTRICT Lot Lot Lot Home Area Width Depth Setback Ordinance Min 11,000 90' 100, 50' front/30' rear Avg. 15,000 10' sides BLOCK 1 Lot 1 23,474 90, 319' 50730' IV Lot 2 20,778 92.4' 264' 50730' 10, Lot 17,119 94' 222' 50730' 10, RECOMMENDATION Staff recommends that the City Council adopt the following motion: 'The City Council grants final plat approval of Planning Case #05-25 for Minnewashta Creek Hill for 3 lots and a variance to run a private street as shown on the plans received July 20, 2005, subject to the following conditions: 1. Environmental Resources Specialist Conditions: a. Tree preservation fencing shall be installed at the edge of grading limits prior to any construction. Fencing shall be maintained until construction is completed. b. Any preserved trees removed will be replaced at a rate of 2:1 diameter inches. 2. Park and Recreation Conditions: a. In lieu of any land dedication, full park fees shall be collected at the time of platting. With the one existing home, the total park fee for Minnewashta Creek Hill will be $8,000. b. Additional trail construction is not required as a part of this project; however during demolition and construction, the existing pedestrian trail shall be protected and remain open. No construction equipment shall be parked on or use the trail as a staging area during construction. In addition, all match points encountered on the trail for demolition and/or construction shall be professionally constructed. Minnewashta Creek Hill F• Plat Planning Case No. 05-25 November 28, 2005 Page 11 3. Detailed grading, drainage, tree removal and erosion control plans must be submitted with the building permit for each lot. 4. Any proposed retaining wall over four feet high requires a building permit and must be designed by a Professional Engineer registered in the State of Minnesota. 5. Tree preservation fencing must be installed at the grading limits. All disturbed areas, as a result of construction, shall be seeded and mulched or sodded immediately after grading to minimize erosion. 6. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with a detailed haul route and traffic control plan. Additional drainage and utility easements may be required based on the revised utility plan. Easements shall be minimum 20-feet wide centered over each utility. 8. According to the City's Finance Department records, the parcel was previously assessed for one sanitary sewer and water hookup, therefore sanitary sewer and water hookup charges must be paid for two lots. The 2005 trunk hookup charge is $1,458.00 for sanitary sewer and $2,955.00 for water -main. 9. Public utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. 10. The applicant is required to enter into a development contract with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements and the conditions of final plat approval. 11. Permits from the appropriate regulatory agencies will have to be obtained, including but not limited to the MPCA, Department of Health, MCES, and Watershed District. 12. The driveway easement must clearly stipulate that the owners of Lots 1-3, Block 1, Minnewashta Creek Hill shall own and maintain the private drive and the private storm sewer north of the private driveway. The private street must be built to a 7-ton design, 20-foot width. The developer will be required to submit inspection reports certifying this. 13. Water Resource Coordinator Conditions: a. The estimated total SWMP fee, due payable to the City at the time of final plat recording, is $5,355. b. The applicant shall apply for and obtain permits from the appropriate regulatory agencies as necessary (e.g., Minnesota Pollution Control Agency (NPDES Phase H Construction Site Permit), (for dewatering)) and comply with their conditions of approval. Minnewashta Creek Hill Final Plat Planning Case No. 05-25 November 28, 2005 Page 12 14. Building Official Conditions: a. A final grading plan and soils report must be submitted to the Inspections Division before building permits will be issued. b. Demolition permits must be obtained prior to demolishing any structures on the site. C. Separate water and sewer services must be provided for each lot and must have a separate connection to the public sewer or to a manhole which is connected to the public sewer. d. Curb box valves cannot be located in driveways. e. Permits are required for retaining walls. Walls over four feet high must be designed by a professional engineer. f. The developer must submit a proposed name for the private drive. 15. Fire Marshal Conditions: a. The new proposed private street will need a street name. Submit name to Chanhassen Building Official and Chanhassen Fire Marshal for review and approval. b. No burning permits will be issued for trees to be removed. Trees and shrubs must either be removed from site or chipped. C. Temporary street signs shall be installed on street intersections when construction of a new roadway allows passage of vehicles. Pursuant to 2002 Minnesota Fire Code Section 501.4. d. A fire apparatus access road 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 Fire Code Section 503.2.3." ATTACHMENTS 1. Final Plat. giplan\2005 planning ca a \05-25 minnew hta creek hillifinal plat.dm 0 o Wo3 Z I+t U i oE� t E n8 LL W.. ii7_5 8 - E a 4i O .zz � -- 1 <oWd Jwa z 00 ;•pi y!3 3 zH --, ib 3oat .E<< •;z t FA o 'd'�<] o • ES"o F Z a J U) "' o 0 CD CD m J = W `V = Z' sW 14 _ "' / o w w / T as ` FFFF I , LLJ en \ v Z / g I / A" Engineering Associates, Inc. ENGINEERS ■ SURVEYORS ■ PLANNERS LANDSCAPE ARCHITECTS ■ ENVIRONMENTAL SCIENTISTS 2277 West Highway 36, Suite 200, Roseville, MN 55113 (651) 697-0800 • Fax (651) 697-0804 TRANSMITTAL LETTER Date: 10-31-05 To: City of Chanhassen CITY OF CHANHASSEN FIECENED OCT 3 1 2005 Attn: GKWaEp PLANNING DEPT We are sending you the following items: ❑ Attached Via: ❑ Fax ❑ Under Separate Cover Via Distribution: Project: 6560 Minnewashta Pkwy. CEI Project No.: Reference: Plan Submittal Copies: Date: No.: Description: 3 10-31-05 Complete Civil Plans 1 10-31-05 Engineers Cost Estimate 1 10-31-05 Drainage Calculations These are transmitted: ❑ For Approval and Payment ❑ ❑ For Review and Comment ❑ Your Use ❑ Remarks: For Bid Due As Requested 1)Signature: 44Title: Project Manager California ■ Texas ■ Arkansas IS Tennessee ■ Minnesota IS Pennsylvania IS Georgia IN Florida SCANNED CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of Minnewashta Creek Hill Subdivision #05-25 On August 2, 2005, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of a Preliminary Plat to Subdivide a 1.4 Acre Lot into Three (3) single-family Lots with Variances, Minnewashta Creek Hill. The Planning Commission conducted a public hearing on the proposed development which was preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned PUD-R, Planned Unit Development -Residential. 2. The property is guided in the Land Use Plan for Residential — Low Density (1.2 — 4.0 units per net acre). 3. The legal description of the property is Lots 1, Block 1, Minnewashta Creek First Addition. 4. The Subdivision Ordinance directs the Planning Commission to consider seven possible adverse effects of the proposed subdivision. The seven (7) effects and our findings regarding them are: a) The proposed subdivision is consistent with the zoning ordinance; b) The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the City's comprehensive plan; c) The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and storm water drainage are suitable for the proposed development; d) The proposed subdivision makes adequate provision for water supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by this chapter; r e) The proposed subdivision will not cause environmental damage; f) The proposed subdivision will not conflict with easements of record; and g) The proposed subdivision is not premature. A subdivision is premature if any of the following exists: 1. Lack of adequate storm water drainage. 2. Lack of adequate roads. 3. Lack of adequate sanitary sewer systems. 4. Lack of adequate off -site public improvements or support systems. 5. Variances. The City Council may grant a variance from the regulations contained in this chapter as part of the plat approval process following a finding that all of the following conditions exist: a) The hardship is not a mere inconvenience. Finding: The hardship is not a mere inconvenience. The proposed private street preserves significant site features. b) The hardship is caused by the particular physical surroundings, shape or typographical conditions of the land. Finding: The hardship is caused by the particular physical surroundings, shape and topographical conditions of the land. c) The conditions upon which the request is based are unique and not generally applicable to other property. Finding: The conditions upon which the request is based are unique and not generally applicable to other properties due to the unique site features. d) The granting of the variance will not be substantially detrimental to the public welfare and is in accord with the purpose and intent of this chapter, the zoning ordinance and comprehensive plan. Finding: The granting of a variance will not be substantially detrimental to the public welfare and is in accord with the purpose and intent of this chapter, the zoning ordinance, and comprehensive plan. The applicant is proposing to access the site via a private street. This option will minimize grading and tree removal as well as provide less potential conflict with vehicles on Minnewashta Parkway. 6. The planning report #05-25 SUB/Planning Case 05-25, dated August 2, 2005, prepared by Sharmeen Al-Jaff, et al, is incorporated herein. RECONUMNDATION The Planning Commission recommends that the City Council approve the Preliminary Plat with variances. ADOPTED by the Chanhassen Planning Commission this 2ad day of August, 2005. CHANHASSENCG CONMISSION BY: Uli Sacchet, Chairman giplan\2005 planning cases\05-25 minnewashla creek hiMndings of factdoc ge CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION 11MI N Application of Minger Construction for Site Plan Review for a 46,152 square -foot, one-story office/warehouse building — Planning Case No. 05-27. On September 6, 2005, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Minger Construction for a site plan review for the property located at Lot 4, Block 2, Chanhassen West Business Park. The Planning Commission conducted a public hearing on the proposed site plan which was preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned Planned Unit Development, PUD. 2. The property is guided by the Land Use Plan for Office/Industrial uses. 3. The legal description of the property is: Lot 4, Block 2, Chanhassen West Business Park. 4. Section 20-110: Requires that the proposed development: (1) Is consistent with the elements and objectives of the City's development guides, including the comprehensive plan, official road mapping, and other plans that may be adopted; (2) Is consistent with Chapter 20, Article 11, Division 6 of the Chanhassen City Code; (3) Preserves the site in its natural state to the extent practicable by minimizing tree and soil removal and designing grade changes to be in keeping with the general appearance of the neighboring developed or developing areas; (4) Creates a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development; (5) Creates a functional and harmonious design for structures and site features, with special attention to the following: a. An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors and general community; !CANNED b. The amount and location of open space and landscaping; C. Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses; and d. Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking. (6) Protects adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. 5. The planning report #05-27 dated September 6, 2005, prepared by Robert Generous, et al, is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the site plan review. ADOPTED by the Chanhassen Planning Commission this 6`h day of September, 2005. CHANHASSEN P G COMMISSION BY: s�C ' � L LIli Sacchet, Its Chairman CITY OV CHANHASSEN • 7700 MARKET BLVD CHANHASSEN MN 55317 Payee: HEARTHSIDE HOMES Date: 08/31/2005 Time: 2:14pm Receipt Number: DW / 6512 Clerk: DANIELLE GIS LIST ITEM REFERENCE AMOUNT ------------------------------------------- GIS GIS LIST GIS LIST 258.00 --------------- Total: 258.00 Check 5101 258.00 --------------- Change: 0.00 THANK YOU FOR YOUR PAYMENT! SCANNED City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 CM OF (952) 227-1100 CUMSEN To: Robert Rick 4700 Otter Lake Road White Bear Lake, MN 55110 Ship To: Invoice SALESPERSON DATE TERMS KTM 7/21/05 upon receipt QUANTITY DESCRIPTION UNIT PRICE AMOUNT 86 Property Owners List within 500' of 6560 Minnewashta Parkway (86 labels) $3.00 $258.00 TOTAL DUE $258.00 Make all checks payable to: City of Chanhassen Please write the following code on your check: Planning Case #05-25 Minnewashta Creek Hills If you have any questions concerning this invoice, call: (952)-227-1107. THANK YOU FOR YOUR BUSINESS! Public Hearing Notification Area (500 Feet) Minnewashta Creek Hills Planning Case No. 05-25 6560 Minnewashta Parkway City of Chanhassen 2nd ¢t W. 62nd St. im r 'm c Cana bo G e c ipewoo 1 3rb �nd�t` GJ - a W O, 3� v c Lin en ,den Circle rrc ° Subject Site es ee �Ne Lake Minnewashta :m res mew `Osre eG r restwew r w a m men ae m Ma le Or m nve en a e nve 0 c en a e nv THOMAS & MARY ALLENBURG 6621 MINNEWASHTA PKY EXCELSIOR MN 55331 CHARLES F & VICKI L ANDING 6601 MINNEWASHTA PKY EXCELSIOR MN 55331 RICHARD E & ELIZABETH TRUSTEES OF TRUST 6641 MAPLE RD EXCELSIOR MN 55331 CRAIG LOREN ANDERSON & TERI LYNN ANDERSON 3830 LESLEE CRV EXCELSIOR MN 55331 MICHAEL J BARNES & TAMARA A DEVOS 3840 LINDEN CIR EXCELSIOR MN 55331 BELLERT JEFFREY R BERGE & DENISE E ZOELLMER 3856 MEADOW LN EXCELSIOR MN 55331 LAUREANA VOUNG BOUALOUANG 3884 MEADOW LN EXCELSIOR MN 55331 MEGAN J CARLSON C/O GARY & MAUREEN CARLSON 3891 62ND ST W EXCELSIOR MN 55331 PATRICIA B CHARNEY 3861 MEADOW LN EXCELSIOR MN 55331 CRAIG R & MARY L COURTNEY 3901 CRESTVIEW DR EXCELSIOR MN 55331 KENNETH C DURR 4830 W ESTGATE RD HOPKINS MN 55345 KEVIN T & MAUREEN S FARRELL 6541 MINNEWASHTA PKY EXCELSIOR MN 55331 BRIAN R CARLSON 3828 MEADOW CT EXCELSIOR MN 55331 STEPHEN A & SANTINA CASTER 3861 LINDEN CIR EXCELSIOR MN 55331 TIMOTHY J & MARY T COLLERAN 6560 MINNEWASHTA PKY EXCELSIOR MN 55331 HARRY A & CHRISTINE A DRAHOS 3911 LINDEN CIR EXCELSIOR MN 55331 STEVEN & LAURIE ERICKSON 3850 LESLEE CRV EXCELSIOR MN 55331 VINCENT & JANICE FEUERSTEIN 3880 LINDEN CIR EXCELSIOR MN 55331 LEE R ANDERSON TRUSTEE OF TRUST 6651 MINNEWASHTA PKY EXCELSIOR MN 55331 DIANNE E BARTZ 3881 LESLEE CRV EXCELSIOR MN 55331 BLAKE L BOGEMA 3841 LINDEN CIR EXCELSIOR MN 55331 GARY CARLSON 3891 62ND ST W EXCELSIOR MN 55331 JOHN D & ELIZABETH W CHANDLER 6580 JOSHUA CIR EXCELSIOR MN 55331 DALE H COLLINS 10758 130TH ST GLENCOE MN 55336 HARRY M JR & ELAINE R DUNN PO BOX 343 EXCELSIOR MN 55331 ANTHONY SANTO FARINA & JILL CHRISTINE FARINA 6590 JOSHUA CIR EXCELSIOR MN 55331 DOUGLAS L & DENISE S FOOTE 3871 LESLIE CRV EXCELSIOR MN 55331 JOSEPH J & JEANIE B FROEHLING DAVID C & LISA A GAUPP PAVEL & OLGA L GLUSHENYA 3840 LESLEE CRV 3870 MEADOW LN 3891 MEADOW LN EXCELSIOR MN 55331 EXCELSIOR MN 55331 EXCELSIOR MN 55331 SCOTT A & KRISTIN A GUNDERSON WAYNE M HARTUNG & 6570 KIRKWOOD CIR TONI R JOHNSON HEIRS & ASSIGNS OF SCHMID'S EXCELSIOR MN 55331 6330 CHURCH RD ACRE TRACTS EXCELSIOR MN 55331 KEVIN R & MARY E HOFFMAN 6631 MINNEWASHTA PKY EXCELSIOR MN 55331 JEFFREY F JEWISON & LISA J W ECKW ERTH 3842 MEADOW CT EXCELSIOR MN 55331 WILLIAM H & KIMBERLY A KOHMAN 3780 MEADOW LN EXCELSIOR MN 55331 BRUCE W & ANGELA K LEACH 3910 LINDEN CIR EXCELSIOR MN 55331 THOMAS R & KAREN C LONDO 3764 LANDINGS DR EXCELSIOR MN 55331 RANDALL A & LISA M MAYER 3831 MEADOW LN EXCELSIOR MN 55331 STEVEN P & SHEILA A MCSHERRY 6571 KIRKWOOD CIR EXCELSIOR MN 55331 MINNEWASHTA CREEK HOMEOWNERS C/O NANCY NARR 3950 LINDEN CIR EXCELSIOR MN 55331 RICKY W & HEIDI S HUEFFMEIER 6551 KIRKWOOD CIR EXCELSIOR MN 55331 DANALJOHNSON 6671 MINNEWASHTA PKY EXCELSIOR MN 55331 KEITH R & JODI L KORINKE 6310 CHURCH RD EXCELSIOR MN 55331 DAVID C & SUSAN C LOCKWOOD 3810 LESLEE CRV EXCELSIOR MN 55331 MARK F MACPHERSON 6301 CARTWAY LN EXCELSIOR MN 55331 MARK W & JULIE W MCARTHUR 3765 LANDINGS DR EXCELSIOR MN 55331 DALE F & RUTH M MENTEN 6630 MINNEWASHTA PKY EXCELSIOR MN 55331 PATRICK L & BONNIE C MONAHAN 3801 MEADOW LN EXCELSIOR MN 55331 CHARLES R & CYNTHIA HULTNER 3900 LESLEE CRV EXCELSIOR MN 55331 DALE E & LINDA J KEEHL 3841 62ND ST W EXCELSIOR MN 55331 STEVEN C & JANET A LARSON 3861 LESLEE CRV EXCELSIOR MN 55331 LORI J LONDO 6640 MINNEWASHTA PKY EXCELSIOR MN 55331 JAMES E & PEGGY A MARKHAM 6520 KIRKWOOD CIR EXCELSIOR MN 55331 WILLIAM J & KAKI L MCREAVY 3790 MEADOW LN EXCELSIOR MN 55331 CRAIG C MILLER 6450 MINNEWASHTA PKY EXCELSIOR MN 55331 VICTOR Q & DIANE T MORAVEC TRUSTEES OF TRUST 3821 LINDEN CIR EXCELSIOR MN 55331 JOHN W & NANCY A NELSON LARRY L & LISA M NELSON RALPH A & SHIRLEY A NELSON 3891 LINDEN CIR 3860 LINDEN CIR 3800 MEADOW LN EXCELSIOR MN 55331 EXCELSIOR MN 55331 EXCELSIOR MN 55331 11 TIMOTHY M & MARY K O'CONNOR MARION A OLIN ROBIN S O'MEARA 14692 GLEN EDEN DR 6540 KIRKWOOD CIR 3814 MEADOW CT NAPLES FL 34110 EXCELSIOR MN 55331 EXCELSIOR MN 55331 ARTHUR R & SUSAN C ORNELAS 6576 JOSHUA CIR EXCELSIOR MN 55331 MARK D ROGERS & MARY KNUTSON 3851 LESLEE CRV EXCELSIOR MN 55331 TOD E & SUSAN M SCHILLING 3911 LESLEE CRV EXCELSIOR MN 55331 JEANIE ANN SEEHOF 6561 KIRKWOOD CIR EXCELSIOR MN 55331 DEAN A & JACQUELINE P SIMPSON 7185 HAZELTINE BLVD EXCELSIOR MN 55331 TERRANCE SR & SANDRA THOMPSON 3820 LINDEN CIR EXCELSIOR MN 55331 BRADLEY E & KAREN J VONRUDEN 3910 LESLEE CRV EXCELSIOR MN 55331 DIRK J & MARGARET E YOUNG 3830 MAPLE CIR EXCELSIOR MN 55331 MARK ORTNER 3920 LINDEN CIR EXCELSIOR MN 55331 MICHAEL R RYAN & ELLEN J HEM-RYAN 3850 MAPLE CIR EXCELSIOR MN 55331 DAVID A JR & RHONDA J SCHOELL 2301 SARAH ROSE LN REEDSBURG WI 53959 CITY OF SHOREWOOD 5755 COUNTRY CLUB RD EXCELSIOR MN 55331 MOMCILO SPASOJEVIC & SMILJANA SPASOJEVIC 3771 MEADOW LN EXCELSIOR MN 55331 TERRANCE LANE TOLL 6250 CARTWAY LN EXCELSIOR MN 55331 JAMES A & JEAN WAY 6641 MINNEWASHTA PKY EXCELSIOR MN 55331 MICHAEL P & LORI B ZUMWINKLE 7250 HILLSDALE CT CHANHASSEN MN 55317 KEVIN R & JULIA E PROHASKA 6424 LANDINGS CT EXCELSIOR MN 55331 THOMAS & LINDA L SANDER 3921 LINDEN CIR EXCELSIOR MN 55331 KATHY A SCHURDEVIN 3921 ASTER TRL EXCELSIOR MN 55331 DANIEL M & CHRISTINE A SIEWERT 3901 LESLEE CRV EXCELSIOR MN 55331 DAVID W & JULIE ANN TERPSTRA 6581 JOSHUA CIR EXCELSIOR MN 55331 TONKA THEATRE INC PO BOX 337 EXCELSIOR MN 55331 BRIAN L & BILLIE M WINDSCHITL 6591 JOSHUA CIR EXCELSIOR MN 55331 Location Map Minnewashta Creek Hills Planning Case No. 05-25 6560 Minnewashta Parkway City of Chanhassen I a m Subject Site Lake Minnewashta 6CNNNL, Page 1 of 1 Aanenson, Kate From: Connie Villari [cvcsls@mcleodusa.netj Sent: Monday, August 22, 2005 10:53 AM To: Aanenson, Kate Subject: Lot 2 Areas - Minnewashta Kate, Per your request here are the revised lot areas for Minnewashta Creek Hill. The revised figures show the net lot area calculations removing a 30 ft wide private drive area from the total lot area. Please note the individual drive portions of lots 1 and 2 have been reduced slightly as they fall within the 30 ft wide private drive easement area. The individual drive area for Lot 3 does not change as there is no private drive areas on that lot. Lot 1 Total Lot Area = 23,474 sf 30' wide Private Drive = 683 sf Net Lot Area = 22,791 sf 25% Net Area = 5,697 sf Prop. Drive Area = 1,535 sf (incl turn around) Prop. Pad Area = 4,162 sf Lot 2 Total Lot Area = 20,778 sf 30' wide Private Drive = 3,165 sf Net Lot Area = 17,613 sf 25% Net Area = 4,403 sf Prop. Drive Area = 1,132 sf (incl turn around) Prop. Pad Area = 3,271 sf Lot 3 Total Lot Area 30' wide Private Drive =0 sf Net Lot Area = 17,119 sf 25% of Total Lot = 4,280 sf Prop. Drive Area = 1,674 sf (incl turn around) Prop. House Area = 2,606 sf Please let me know if you have any questions or need additional calculations. Regards, Connie J. Villari, L.S. Cornerstone Land Surveying 200 E. Chestnut Street Stillwater, MN 55082 Tel: 651/275-8969 Email: cvcsls@mcleodusa.net 8/22/2005 Date: August 22, 2005 Printed copy of email sent To: mayor@ci.chanhassen.mn.us, slabatt@ci.chanhassen.mn.us, blundquist@ci.chanhassen.mn.us, cpeterson@ci.chanhassen.mn.us, btjornhom@ci.chanhassen.mn.us, kaanenson@ci.chanhassen.mn.us Subject: Minnewashta Creek Hill subdivision Councilors, Is it really worthy the disadvantages of a private street to the surrounding neighbors and the owners themselves to gain impervious surface of 577 sq feet on lot 1 and 611 sq feet on lot 2? Is this a wise and quality way to develop Chanhassen? Consider: Safety. 1. The private street has a narrow 20' pavement with a 5' drainage ditch on the side 2. No street turn around is provided so garbage, delivery, moving trucks must back up in driveways, most likely their neighbor's driveway 3. The other turn around option is to back up uphill into Minnewashta Parkway 4. It is a difficult stop for a school bus to turn into a 20 street whereas a public cul-de-sac provides an easy in and out. Convenience 1. No parking is allowed on a private street as well as Minnewashta Parkway so all parking would end up on the side streets 2. All plowing is the burden of those living in lots 1,2 and 3 Environment Finally, the justifications for the private street variance because of environment (trees and grading) are specious. Trees saved are 27 vs. 11 depending on house location and we have no idea if they are significant trees. Grading for the private street option is described as "approximately half' vs. a "majority"(51 %, 55%, 60% ???). The last reason given is retaining walls. Retaining walls are required for the public cul-de-sac and it is stated that no retaining walls were "identified" for the private street option, but "any proposed retaining walls over 4' require a building permit." So, there will probably be retaining walls. As a citizen I feel we should be very wary of private streets. This development does not warrant the required variance. Regards, Janet Paulsen 7305 Laredo Dr. Chanhassen MN 952-934-7032 P.S. In response to Kate's latest e-mail regarding a 50' front setback requirement for the PUD: The building area marked on the final plat does not show a 50' setback for lots 1 and 2. This should be corrected. Message Page 2 of 2 Perhaps it would be advantageous to use the proposed Cul-de-sac plan that has fewer problems with parking, access, exit and safety. Finally, is the public cul-de-sac considered a Minnewashta Parkway address or is it a local street? If it is part of Minnewashta Parkway, the front setback must be 50' as stated in the table Compliance with Ordinance PUD-R Regard, Janet Paulsen 7305 Laredo Dr. Chanhassen MN 952-934-7032 8/22/2005 Page 1 of 1 Aanenson, Kate From: paulseng@juno.com Sent: Sunday, August 21, 2005 10:58 PM To: AI-Jaff, Sharmeen Cc: Furlong, Tom; Labatt, Steve; Lundquist, Brian; Peterson, Craig; Tjornhorn, Bethany; Aanenson, Kate Subject: Minnewashta Creek Hill subdivision Sharmin: It appears that the developer, Mr. Rick, has made a wrong assumption in calculating area for Lots 1 and 2 on the Proposed Layout With Private Street (Exhibit A). According to the definition of Lot Area in Chapter 1 of our code, lot area cannot include streets right of way. Since his surveyor has not excluded the street right of way (30' wide) from the lot area, therefore his calculations of the 25% impervious surface is also wrong (overestimated). In addition, it does not appear that his surveyor has included the entire 30' of the street right of way in his "private road area". Chap r 18-57iable inset lists the right of way as 30' for a private street. So the private street footage will be larger than stated and should be corrected as such. The implications of these changes are: 1. Subtracting the private street right of way from lot area (entire 30' as opposed to the 20' of pavement = less lot area than stated). 2. Less lot area = less impervious surface than stated. 3. Less impervious surface = a smaller house and driveway than stated. Chapter 20-505(f) states "The setback for all buildings from exterior PUD lot lines not abutting a public street shall be 30'-except that in no case shall the setback be less than the height of the building". So if the house is 35' high it must be set back 35', not 30'. )U p So Perhaps it would be advantageous to use the proposed Cul-de-sac plan that has fewer problems with parking, access, exit and safety. Finally, is the public cul-de-sac considered a Minnewashta Parkway address or is it a local street? If it is part of Minnewashta Parkway, the front setback must be 50' as stated in the table Compliance with Ordinance PUD-R Regard, Janet Paulsen 7305 Laredo Dr. Chanhassen MN 952-934-7032 8/22/2005 AVV* g:\plan\2005 planning cases`05-25 mimmashta creek hills\mccutive mmmary.dm Message Page 1 of 2 Aanenson, Kate From: Roger Knutson [RKnutson@ck-law.com] Sent: Monday, August 22, 2005 10:32 AM To: Aanenson, Kate Subject: RE: Minnewashta Creek Hill subdivision Kate, Street right-of-way is excluded in calculating limitations on impervious surface. The City Code, section 1-2, defines "lot area" to exclude street right-of-way. The exclusion does not distinguish between public and private streets. City code section 20-485 provides that impervious surface coverage cannot exceed a specified percentage of the 'lot area". Since right -of- way is not part of the "lot area" it is excluded in making the calculation. This makes sense. If it were excluded from calculating lot area for determining the size of the lot and then included as part of the lot area for purposes of calculating impervious surface limitations, it would in a sense be double counted for purposes of the impervious surface calculation. -----Original Message ----- From: Aanenson, Kate[mailto:kaanenson@ci.chanhassen.mn.us] Sent: Monday, August 22, 2005 9:21 AM To: Roger Knutson Subject: FW: Minnewashta Creek Hill subdivision -----Original Message ----- From: paulseng@juno.com [mailto:paulseng@juno.com] Sent: Sunday, August 21, 2005 10:58 PM To: AI-Jaff, Sharmeen Cc: Furlong, Tom; Labatt, Steve; Lundquist, Brian; Peterson, Craig; Tjornhorn, Bethany; Aanenson, Kate Subject: Minnewashta Creek Hill subdivision Sharmin: It appears that the developer, Mr. Rick, has made a wrong assumption in calculating area for Lots 1 and 2 on the Proposed Layout With Private Street (Exhibit A). According to the definition of Lot Area in Chapter 1 of our code, lot area cannot include streets right of way. Since his surveyor has not excluded the street right of way (30' wide) from the lot area, therefore his calculations of the 25% impervious surface is also wrong (overestimated). In addition, it does not appear that his surveyor has included the entire 30' of the street right of way in his "private road area". Chapter 18-57 table inset lists the right of way as 30' for a private street. So the private street footage will be larger than stated and should be corrected as such. The implications of these changes are: 1. Subtracting the private street right of way from lot area (entire 30' as opposed to the 20' of pavement = less lot area than stated). 2. Less lot area = less impervious surface than stated. 3. Less impervious surface = a smaller house and driveway than stated. Chapter 20-505(f) states "The setback for all buildings from exterior PUD lot lines not abutting a public street shall be 30' except that in no case shall the setback be less than the height of the building". So if the house is 35' high it must be set back 35', not 30'. 8/22/2005 Yage 1 of 1 Aanenson, Kate From: Connie Villari [cvcsls@mcleodusa.net] Sent: Monday, August 22, 2005 10:53 AM To: Aanenson, Kate Subject: Lot 2 Areas - Minnewashta Kate, Per your request here are the revised lot areas for Minnewashta Creek Hill. The revised figures show the net lot area calculations removing a 30 ft wide private drive area from the total lot area. Please note the individual drive portions of lots 1 and 2 have been reduced slightly as they fall within the 30 It wide private drive easement area. The individual drive area for Lot 3 does not change as there is no private drive areas on that lot. Lot 1 Total Lot Area = 23,474 sf 30' wide Private Drive = 683 sf Net Lot Area = 22,791 sf 25% Net Area = 5,697 sf Prop. Drive Area = 1,535 st (incl turn around) Prop. Pad Area = 4,162 sf Lot 2 Total Lot Area = 20,778 sf 30' wide Private Drive = 3,165 sf Net Lot Area = 17,613 sf 25% Net Area = 4,403 sf Prop. Drive Area = 1,132 sf (incl turn around) Prop. Pad Area = 3,271 sf Lot 3 Total Lot Area = 17,119 sf 30' wide Private Drive = 0 sf Net Lot Area = 17,119 sf 25% of Total Lot = 4,280 sf Prop. Drive Area = 1,674 sf (incl turn around) Prop. House Area = 2,606 sf Please let me know if you have any questions or need additional calculations. Regards, Connie I Villari, L.S. Cornerstone Land Surveying 200 E. Chestnut Street Stillwater, MIN 55082 Tel: 651/275-8969 Email: cvcsls@mcleodusa.net 8/22/2005 Yage i of 1 Aanenson, Kate From: Connie Villari [cvcsls@mcleodusa.net] Sent: Monday, August 22, 2005 10:53 AM To: Aanenson, Kate Subject: Lot 2 Areas - Minnewashta Kate, Per your request here are the revised lot areas for Minnewashta Creek Hill. The revised figures show the net lot area calculations removing a 30 ft wide private drive area from the total lot area. Please note the individual drive portions of lots 1 and 2 have been reduced slightly as they fall within the 30 ft wide private drive easement area. The individual drive area for Lot 3 does not change as there is no private drive areas on that lot. Lot 1 Total Lot Area = 23,474 sf 30' wide Private Drive = 683 sf Net Lot Area = 22,791 sf 25% Net Area = 5,697 sf Prop. Drive Area = 1,535 sf (incl turn around) Prop. Pad Area = 4,162 sf Lot 2 Total Lot Area = 20,778 sf 30' wide Private Drive = 3,165 sf Net Lot Area = 17,613 sf 25% Net Area = 4,403 sf Prop. Drive Area = 1,132 sf (incl turn around) Prop. Pad Area = 3,271 sf Lot 3 Total Lot Area = 17,119 sf 30' wide Private Drive = 0 sf Net Lot Area = 17,119 sf 25% of Total Lot = 4,280 sf Prop. Drive Area = 1,674 sf (incl turn around) Prop. House Area = 2,606 sf Please let me know if you have any questions or need additional calculations Regards, Connie I Villari, L.S. Cornerstone Land Surveying 200 E. Chestnut Street Stillwater, VIN 55082 Tel: 651/275-8969 Email: cvcsls@mcleodusa.net 8/22/2005 Page 1 of 1 Aanenson, Kate From: Connie Villari [cvcsls@mcleodusa.net] Sent: Monday, August 22, 2005 10:53 AM To: Aanenson, Kate Subject: Lot 2 Areas - Minnewashta Kate, Per your request here are the revised lot areas for Minnewashta Creek Hill. The revised figures show the net lot area calculations removing a 30 ft wide private drive area from the total lot area. Please note the individual drive portions of lots 1 and 2 have been reduced slightly as they fall within the 30 ft wide private drive easement area. The individual drive area for Lot 3 does not change as there is no private drive areas on that lot. Lot 1 Total Lot Area = 23,474 sf 30' wide Private Drive = 683 sf Net Lot Area = 22,791 sf 25% Net Area = 5,697 sf Prop. Drive Area = 1,535 sf (incl turn around) Prop. Pad Area = 4,162 sf Lot 2 Total Lot Area = 20,778 sf 30' wide Private Drive = 3,165 sf Net Lot Area = 17,613 sf 25% Net Area = 4,403 sf Prop. Drive Area = 1,132 sf (incl turn around) Prop. Pad Area = 3,271 sf Lot 3 Total Lot Area = 17,119 sf 30' wide Private Drive = 0 sf Net Lot Area = 17,119 sf 25% of Total Lot = 4,280 sf Prop. Drive Area = 1,674 sf (incl turn around) Prop. House Area = 2,606 sf Please let me know if you have any questions or need additional calculations. Regards, Connie I Villari, L.S. Cornerstone Land Surveying 200 E. Chestnut Street Stillwater, MN 55082 Tel: 651/275-8969 Email: cvcsls@mcleodusa.net 8/22/2005 MEMORANDUM TO: Sharmin Al-Jaff, Senior Planner FROM: Jill Sinclair, Environmental Resources Specialist DATE: August 2, 2005 SUBJ: Minnewashta Creek Hill, Landscaping and Tree Preservation Approximate tree canopy coverage and preservation calculations for the Minnewashta Creek HUI development as shown using a private drive are as follows: Total upland area (including outlots) 61,371 SF Total canopy area (excluding wetlands) 30,315 SF Baseline canopy coverage 50% Minimum canopy coverage allowed 35% or 21,480 SF Proposed tree preservation 35% or 21,795 SF The developer meets the minimum canopy coverage allowed and no reforestation plantings are required. No bufferyard plantings are required along the adjoining properties since they are of equal zoning. Plantings are required along Minnewashta Parkway, but the existing trees to be preserved provide a buffer complimentary with the neighboring properties and are acceptable as bufferyard plantings. Location Required Pro sed Buffer yard B — 2 overstorytrees 5 existing ovetstory trees Minnewashta Pkwy 4 understory trees 4 shrubs Recommendations: 1. Tree preservation fencing shall be installed at the edge of grading limits prior to any construction Fencing shall be maintained until construction is completed 2. Any preserved trees removed will be replaced at a rate of 2:1 diameter inches. CITY OF CHANHASSEN 7700 MARKET BLVD CHANHASSEN MN 55317 Payee: ROBERT RICK Date: 07/05/2005 Time: 12:32pm Receipt Number: DW / 6295 Clerk: DANIELLE 05-25 MINNEWASHTA CREEK HILLS ITEM REFERENCE AMOUNT ------------------------------------------- DEVAP 05-25 MINNEWASHTA CREEK HILLS USE & VARIANCE 500.00 SIGN RENT 75.00 RECORDING FEES 500.00 SIGN ESCROW 100.00 --------------- Total: 1,175.00 Check 8823 750.00 Check 8826 425.00 --------------- Change: 0.00 THANK YOU FOR YOUR PAYMENT! SCANNED ) - ; jLi \ j �Ru � f ry /(/ \ Q � 2 Hin j LLJ Z, � ' � - _• 1 \\\ \ \\) \ \!§ \ / b of \ �Eg \ 4 _ mE a §� \\ \|a \� •(\ -w�j / ! /j -- \4j• \\, ° !x % G;6lq;l6� .. \ _ .,. \./ t 2g ZF JU5 \d § 0 O 0 Z N O M WSJ Cm S o a`a io z i oipipi = L d" ".i: N a Alid J W w et �Y .73 S� ` LiZ650 /1 �____---�S°al___ tr r W r M r r r i •, r� N i�- i � o � 5 � � � it � � � .• . r � I ` / w� Zz od J W. z� Og O 2 M Clfl OF CHANHASSEN RECEIVED JUL 0 12005 M ASSEN PLNp M OEPT CORNERSTONE LAND SURVEYING, INC Send To: Josh Metzer City of Chanhassen 690 Coulter Drive Chanhassen, MN 55317 Copies Date Suite B100 200 E. Chestnut Steet Stillwater, MN 55082 Phone: 651-275-8969 Fax: 651-275-8976 cvcsls@mcleodusa.net Date: 7/1/200512:11 PM TRANSMITTAL From: Connie Villari Land Surveyor We are sending the following via: 0 Mail ❑ Courier ❑ Fedex ❑ Overnight These are Transmitted as checked: ❑ For approval ❑ For your use ❑ As requested ❑ For review Description Project Number: RR05001 26/1 red 7/01 /05 Engineering plan set 26/1 red 6/30/05 Preliminary/Final Plat/Private Drive rational 26/1 red 6/30/05 Application and $750 fee Remarks: Josh, Please find the required copies, application and fee attached. Bob Rick will stop in early next week to pick up a notification sign. Please give me a call if you have any questions. Regards, Connie Villari, L.S. SCANNED 1 FROM: Connie Villari, L.S. Cornerstone Land Surveying 200 E. Chestnut St., Suite 200 Stillwater, MN 55082 TO: Planning Staff City of Chanhassen 690 Coulter Drive Chanhassen, MN 55317-9683 CITY OF CHANHASSEN RECEIVED JUL 0 1 2005 CHANHASSEN PLANNING DEPT RE: Variance request for private street — Minnewashta Creek Hill During our design of the 3 lot subdivision submitted here as Minnewashta Creek Hill we concluded that a private drive would be bettered suited to the site than public right of way. Our first priority regarding a street leading to the proposed development is to address the city staff's requested that access be limited from the existing 2 points of entry from Minnewashta Parkway to one in the interest of safety. In order to limit impact on this, and the surrounding properties, we have utilized the southerly most existing drive entrance from Minnewashta Parkway. This allows the greatest separation from Linden Circle which is the closest existing public intersection to the north. Based on the existing development patterns of the neighborhood, we feel that an extension of the public street system is unnecessary. All of the adjacent lots have adequate access to public right of way and this street will not serve any other parcels in the area. By allowing a private drive in the location shown, impact on the natural amenities of this site will be reduced. It will allow builders an option to keep the pads nearer the front of the proposed lots and farther away from the majority of existing trees. A total of 7 trees would be impacted with the building pads as shown in the proposed plans. A public road and cul de sac require a wider road section, and additional right of way. Since the 30 foot front setback would begin at the right of way, building pads will have to be moved further to the rear of the lots and closer to the trees. The cul de sac layout would impact 15 trees as shown in Exhibit B. Another concern is to keep the amount of impervious surface to a minimum to reduce runoff. The private drive as shown on our plans and Exhibit A covers approximately 2, 670 square feet. A public right of way as shown on Exhibit B would cover about 10,015 square feet. Individual home driveways are not included in either calculation but either would total about 4,000 square feet. As a point of comparison the driveway surface existing today totals about 5,875 square feet. We feel that the private drive will allow for orderly development of these lots, with the least impact on the natural ammenities of this property. The private drive requires less tree removal and significantly reduces impervious areas and allows for less impact on the rear yards of the parcels in general. O--EXHIBIT A PROPOSED LAYOUT WITH PRIVATE ROAD E%STG S ED E#s, EXS]� BEOG I TOTAL OF 7 TREES IMPACTED (BASED ON CURRENT HOUSE PLACEMENT) suftm1 o }W Ent f Mm seem SHwekr MN 55083 0 0%7...� ra 1 PLone B51Z 15 0 FU BSI.A]5 B9]6 eesmsa$ nckoUu e M SCALE: 1 INCH = 60 FEET NORTH CORNERSTONE LANE? SURVEYING. INC a —EXHIBIT B CUL DE SAC COMPARISON EXSM 6 ED k{sr, l F#SID BBC TOTAL OF 15 TREES IMPACTED (BASED ON CURRENT HOUSE PLACEMENT) � JIM 2O Easi lSude Simat StYaalar MN 556N, W2 Fw0�0 ne 661275 6969 Fax 851 275 0976 dM1uhLID rt lrodu e SCALE: 1 INCH = 60 FEET NORTH CORNERSTONE LAND SURVEYING. INC CITY OF CHANHASSEN RECEIVED JUL 0 1 2005 CHANHASSEN PANNING DEPT Subcat Reach Aon Llnk Existing Conditions by {enter your company name D 7.00 s/n 002540 0 1986-2003 Ai Type 11 24-hr 10-Year Storm Rainfall=4.20" Page 2 Time span=5.00-20.00 hrs, dt=0.05 hrs, 301 points Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment Existing Lot: Runoff Area=61,370 sf Runoff Depth=1.14" Tc=7.0 min CN=67 Runoff=2.97 cfs 0.134 of Total Runoff Area = 1.409 ac Runoff Volume = 0.134 of Average Runoff Depth = 1.14" Existing Conditions Type/1 24-hr 10-Year Storm Rainfall=4.20" Prepared by {enter your company name here} Page 3 Subcatchment Existing Lot: Runoff = 2.97 cfs @ 11.99 hrs, Volume= 0.134 af, Depth= 1.14" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type II 24-hr 10-Year Storm Rainfall=4.20" Area (sf) CN Description 52,120 61 >75% Grass cover, Good, HSG B 9,250 98 Paved parking & roofs 61,370 67 Weighted Average Tc Length 7.0 Description Direct Entry, Conditions l7n your company name here} Type 1124-hr 10-Year Storm Rainfall=4.20" Page 4 Hydrograph for Subcatchment Existing Lot: Time Precip. Excess Runoff (hours) (inches) (inches) (cfs) 5.00 0.26 0.00 0.00 5.25 0.28 0.00 0.00 5.50 0.30 0.00 0.00 5.75 0.32 0.00 0.00 6.00 0.34 0.00 0.00 6.25 0.36 0.00 0.00 6.50 0.37 0.00 0.00 6.75 0.40 0.00 0.00 7.00 0.42 0.00 0.00 7.25 0.44 0.00 0.00 7.50 0.46 0.00 0.00 7.75 0.48 0.00 0.00 8.00 0.50 0.00 0.00 8.25 0.53 0.00 0.00 8.50 0.56 0.00 0.00 8.75 0.59 0.00 0.00 9.00 0.62 0.00 0.00 9.25 0.65 0.00 0.00 9.50 0.68 0.00 0.00 9.75 0.72 0.00 0.00 10.00 0.76 0.00 0.00 10.25 0.81 0.00 0.00 10.50 0.86 0.00 0.00 10.75 0.92 0.00 0.00 11.00 0.99 0.00 0.00 11.25 1.08 0.00 0.01 11.50 1.19 0.01 0.04 11.75 1.63 0.07 0.40 12.00 2.78 0.48 2.96 12.25 2.97 0.57 0.51 12.50 3.09 0.63 0.33 12.75 3.17 0.67 0.25 13.00 3.24 0.71 0.21 13.25 3.30 0.74 0.18 13.50 3.36 0.77 0.16 13.75 3.40 0.80 0.14 14.00 3.44 0.82 0.13 14.25 3.48 0.84 0.12 14.50 3.52 0.86 0.11 14.75 3.55 0.88 0.11 15.00 3.58 0.90 0.10 15.25 3.62 0.92 0.10 15.50 3.64 0.93 0.09 15.75 3.67 0.95 0.09 16.00 3.70 0.96 0.08 16.25 3.72 0.98 0.08 16.50 3.74 0.99 0.08 16.75 3.77 1.00 0.08 17.00 3.79 1.02 0.07 17.25 3.81 1.03 0.07 17.50 3.83 1.04 0.07 17.75 3.85 1.05 0.07 Time Precip. Excess Runoff (hours) (inches) (inches) (cfs) 18.00 3.87 1.06 0.07 18.25 3.89 1.08 0.06 18.50 3.90 1.09 0.06 18.75 3.92 1.10 0.06 19.00 3.94 1.11 0.06 19.25 3.95 1.12 0.06 19.50 3.97 1.13 0.05 19.75 3.98 1.14 0.05 20.00 4.00 1.14 0.05 Existing Conditions Type 1l 24-hr 100-Year Storm Rainfall= 6. 00 " Prepared by {enter your company name here} Page 5 HvdroCAD® 7.00 s/n 002540 n 1986-2003 Annlied Microcomnuter Svstems 7/1/2005 Time span=5.00-20.00 hrs, dt=0.05 hrs, 301 points Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment Existing Lot: Runoff Area=61,370 sf Runoff Depth=2.31" Tc=7.0 min CN=67 Runoff=6.04 cfs 0.271 of Total Runoff Area = 1.409 ac Runoff Volume = 0.271 of Average Runoff Depth = 2.31" Existing Conditions Prepared by {enter your company name HydroCAD® 7.00 s/n 002540 © 1986-2003 Ai Type 11 24-hr 100-Year Storm Rainfall=6.00" Page 6 Subcatchment Existing Lot: Runoff = 6.04 cfs @ 11.99 hrs, Volume= 0.271 af, Depth= 2.31" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type II 24-hr 100-Year Storm Rainfall=6.00" Area (sf) CN Description 52,120 61 >75% Grass cover, Good, HSG B 9,250 98 Paved parking & roofs _ 61,370 67 Weighted Average Tc Length 7.0 Description Direct Entry, Existing Conditions Prepared by {enter your company name HVdroCAD® 7.00 s/n 002540 © 1986-2003 Ai Type 11 24-hr 100-Year Storm Rainfall=6.00" Page 7 Hydrograph for Subcatchment Existing Lot: Time Precip. Excess Runoff (hours) (inches) (inches) (cfs) 5.00 0.38 0.00 0.00 5.25 0.40 0.00 0.00 5.50 0.43 0.00 0.00 5.75 0.45 0.00 0.00 6.00 0.48 0.00 0.00 6.25 0.51 0.00 0.00 6.50 0.54 0.00 0.00 6.75 0.56 0.00 0.00 7.00 0.59 0.00 0.00 7.25 0.62 0.00 0.00 T50 0.66 0.00 0.00 7.75 0.69 0.00 0.00 8.00 0.72 0.00 0.00 8.25 0.75 0.00 0.00 8.50 0.79 0.00 0.00 8.75 0.84 0.00 0.00 9.00 0.88 0.00 0.00 9.25 0.93 0.00 0.00 9.50 0.98 0.00 0.00 9.75 1.03 0.00 0.00 10.00 1.09 0.00 0.01 10.25 1.15 0.01 0.02 10.50 1.22 0.01 0.03 10.75 1.31 0.02 0.05 11.00 1.41 0.03 0.08 11.25 1.54 0.06 0.13 11.50 1.70 0.09 0.20 11.75 2.32 0.29 1.21 12.00 3.98 1.13 6.98 12.25 4.24 1.29 0.96 12.50 4.41 1.40 0.61 12.75 4.53 1.48 0.45 13.00 4.63 1.55 0.38 13.25 4.72 1.61 0.33 13.50 4.79 1.66 0.29 13.75 4.86 1.71 0.26 14.00 4.92 1.75 0.23 14.25 4.97 1.79 0.21 14.50 5.03 1.82 0.20 14.75 5.07 1.86 0.19 15.00 5.12 1.89 0.18 15.25 5.16 1.92 0.17 15.50 5.21 1.95 0.16 15.75 5.24 1.98 0.15 16.00 5.28 2.00 0.14 16.25 5.31 2.02 0.14 16.50 5.35 2.05 0.13 16.75 5.38 2.07 0.13 17.00 5.41 2.09 0.13 17.25 5.44 2.12 0.12 17.50 5.47 2.14 0.12 17.75 5.50 2.16 0.12 Time Precip. Excess Runoff (hours) (inches) (inches) (cfs) 18.00 5.53 2.18 0.11 18.25 5.55 2.20 0.11 18.50 5.58 2.22 0.11 18.75 5.60 2.23 0.10 19.00 5.63 2.25 0.10 19.25 5.65 2.27 0.09 19.50 5.67 2.28 0.09 19.75 5.69 2.30 0.09 20.00 5.71 2.31 0.08 Existing Conditions Prepared by {enter your company name HvdroCAD® 7.00 s/n 002540 Cc) 1986-2003 Ai Type 1124-hr 100-Year Storm Rainfall= 6. 00 " Page 1 Current Messages [13] Note: Time span=5.00-20.00 hrs, dt=0.05 hrs, 301 points [16] Note: Runoff by SCS TR-20 method, UH=SCS [19] Note: Type II 24-hr 100-Year Storm Rainfall=6.00" [22] Note: Reach routing by Stor-Ind+Trans method [25] Note: Pond routing by Stor-Ind method [28] Note: Updating Subcat Existing Lot: Existing Conditions Type 11 24-hr 100-Year Storm Rainfall=6.00" Prepared by (enter your company name here) Page 1 Current Messages [13] Note: Time span=5.00-20.00 hrs, dt=0.05 hrs, 301 points [16] Note: Runoff by SCS TR-20 method, UH=SCS [19] Note: Type 11 24-hr 100-Year Storm Rainfall=6.00" [22] Note: Reach routing by Stor-Ind+Trans method [25] Note: Pond routing by Stor-Ind method [28] Note: Updating Subcat Existing Lot: MINNEWASHTA CREEK HILL KNOW ALL MEN BY THESE PRESENTS: That Brick Properties, LLC, a limited liability company, fee owner of the following described property situated in the County of Carver, State of Minnesota, to wit: Lot 1, Block 1, MINNEWASHTA CREEK FIRST ADDITION, Carver County, Minnesota. Has caused the same to be surveyed and platted as MINNEWASHTA CREEK HILL and does hereby donate and dedicate to the public for public use forever the easements for drainage and utility purposes as shown on the plat. In witness whereof said Brick Properties, LLC, a limited liability company, has caused these presents to be signed by its proper officer this ----- day of ________________, 200---. BRICK PROPERTIES, LLC, a limited liability company Robert L. Rick, Chief Manager STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this ----- day of ----------------- 200___, by Robert L. Rick, Chief Manager of Brick Properties, LLC, a limited liability company, on behalf of the company. Notary Public ________________ County, Minnesota My Commission Expires ------------------------ I hereby certify that I have surveyed and platted the property described on this plat as MINNEWASHTA CREEK HILL; that the plat is a correct representation of the survey; that all distances are correctly shown on the plat in feet and hundredths of a foot; that all monuments will be correctly placed in the ground as shown, in accordance to Minnesota Statutes, Section 505.02, Subd. 1 ; that the outside boundary lines are correctly designated on the plat and that there are no wet lands as defined in Minnesota Statutes Section 505.02, Subd. 1 or public highways to be designated other than as shown. Daniel L. Thurmes, Land Surveyor Minnesota License No. 25718 STATE OF MINNESOTA COUNTY OF ---------- The foregoing Surveyor's Certificate was acknowledged before me this Daniel L. Thurmes, Land Surveyor, Minnesota License No. 25718. y Public ummission Expires CORNERSTONE LANE3 SURVEYING, INC County, Minnesota day of , 200___ by :d FILE COPY --� DO NOT REMOVE, File Na 'r CHANHASSAN, MINNESOTA CITY OF HA RECEIVED SSf N JUL 0 12005 CNANNASSEN PLANNING DEPT This plat of MINNEWASHTA CREEK HILL was approved and accepted by the City Council of Chanhassan, Minnesota, at a regular meeting thereof, held this ----- day of ----------------, 200---, and is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. All monuments will be set as specified by the City Council and as stated on this plat, according to Minnesota Statue, 505.02, Subd. 1. CITY COUNCIL OF THE CITY OF CHANHASSAN, MINNESOTA Mayor , Administrator COUNTY SURVEYOR, Carver County, Minnesota Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this --- ------ 200---• al John E. Freemyer, Carver County Surveyor COUNTY AUDITOR, Carver County, Minnesota day of I hereby certify that taxes payable in ---------- and prior years have been paid for land described on this plat. Dated this ----- day of ---------------, 200-_-. Mark Lundgren, County Auditor COUNTY RECORDER, Carver County, Minnesota I hereby certify that this plat of MINNEWASHTA CREEK HILL was filed this at ____ o'clock -__.M. as Document No. ______------. Carl W. Hanson, Jr., County Recorder day of ----------------• 200-- SHEET 1 OF 2 SHEETS 9 MINNEWASHTA CREEK HILL i s\p \ r � � \ 1 � � J 6j / C) m� Y 3£' I N7s�p4'p0„� r a , r _ CORNERSTONE LANE) SURVEYING, INC ,or PlW`S. I - - NORTH 0 30 60 7"m SCALE IN FEET DRAINAGE AND UTILITY EASEMENTS ARE SHOWN AS THUS: —--JIL----- 0 0 BEING 5 FEET IN WIDTH AND ADJOINING SIDE LOT LINES AND BEING 10 FEET IN WIDTH AND ADJOINING REAR LOT LINES AND RIGHT—OF—WAY LINES UNLESS OTHERWISE SHOWN. 66 \ \ o Denotes 112 inch iron pipe set marked RLS 25718 \ • Denotes found 112 inch iron monument The westerly line of Lot 1, Block 1, MINNEWASHTA CREEK FIRST ADDITION, is assumed to have a bearing of N14°56'00"E. SHEET 2 OF 2 SHEETS City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55317 (952) 227-1100 Date: July 5, 2005 To: Development Plan Referral Agencies From: Planning Department By: Sharmeen Al-Jaff, Senior Planner Subject: Request for 3-Lot Subdivision with Variances on property zoned PUD-R, Planned Unit Development - Residential District, located at 6560 Minnewashta Parkway (Lot 1, Block 1, Minnewashta Creek First Addition) Planning Case: 05-25 Minnewashta Creek Hills The above described application for approval of a land development proposal was filed with the Chanhassen Planning Department on July 1, 2005. The 60day review period ends August 30, 2005. In order for us to provide a complete analysis of issues for Planning Commission and City Council review, we would appreciate your comments and recommendations concerning the impact of this proposal on traffic circulation, existing and proposed future utility services, storm water drainage, and the need for acquiring public lands or easements for park sites, street extensions or improvements, and utilities. Where specific needs or problems exist, we would like to have a written report to this effect from the agency concerned so that we can make a recommendation to the Planning Commission and City Council. This application is scheduled for consideration by the Chanhassen Planning Commission on August 2, 2005 at 7:00 p.m. in the Council Chambers at Chanhassen City Hall. We would appreciate receiving your comments by no later than July 22, 2005. You may also appear at the Planning Commission meeting if you so desire. Your cooperation and assistance is greatly appreciated. I. City Departments: a. City Engineer b. City Attorney c. City Park Director d. Fire Marshal e. Building Official f. Water Resources Coordinator g. Forester 2. Carver Soil & Water Conservation District 3. MN Dept. of Transportation 4. MN Dept. of Natural Resources 5. U.S. Army Corps of Engineers 6. U.S. Fish & Wildlife 7. Carver County a. Engineer b. Environmental Services 8. Watershed District Engineer a. Riley -Purgatory -Bluff Creek b. Lower Minnesota River c. Minnehaha Creek 9. Telephone Company (Qwest or Sprint(United) 10. Electric Company (Xcel Energy or MN Valley) 11. Mediacom 12. CenterPoint Energy Minnegasco 13. Other - 14. Other - Subcat Reach Aon Llnk CITY OF CHANHASSUN RECEIVED JUL 0 1 2005 CHANHASSEN PLANNING DEPT SCANNED Proposed Conditions Prepared by {enter your company name here} HydroCAD® 7.00 s/n 002540 © 1986-2003 Applied M Type // 24-hr 10-Year Storm Rainfall=4.20" Page 2 Time span=5.00-20.00 hrs, dt=0.05 hrs, 301 points Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment Proposed Lots: Runoff Area=61,370 sf Runoff Depth=1.33" Tc=7.0 min CN=70 Runoff=3.47 cfs 0.156 of Total Runoff Area = 1.409 ac Runoff Volume = 0.156 of Average Runoff Depth = 1.33" Proposed Conditions Type 11 24-hr 10-Year Storm Rainfall=4.20" Prepared by {enter your company name here} Page 3 Subcatchment Proposed Lots: Runoff = 3.47 cfs @ 11.99 hrs, Volume= 0.156 af, Depth= 1.33" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type II 24-hr 10-Year Storm Rainfall=4.20" Area (sf) CN Description 46,028 61 >75% Grass cover, Good, HSG B 15,342 98 Paved parking & roofs 61,370 70 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.0 Direct Entry, Proposed Conditions Type 1124-hr 10-Year Storm Rainfall=4.20" Prepared by (enter your company name here) Page 4 Hydrograph for Subcatchment Proposed Lots: Time Precip. Excess Runoff (hours) (inches) (inches) (cfs) 5.00 0.26 0.00 0.00 5.25 0.28 0.00 0.00 5.50 0.30 0.00 0.00 5.75 0.32 0.00 0.00 6.00 0.34 0.00 0.00 6.25 0.36 0.00 0.00 6.50 0.37 0.00 0.00 6.75 0.40 0.00 0.00 7.00 0.42 0.00 0.00 7.25 0.44 0.00 0.00 7.50 0.46 0.00 0.00 7.75 0.48 0.00 0.00 8.00 0.50 0.00 0.00 8.25 0.53 0.00 0.00 8.50 0.56 0.00 0.00 8.75 0.59 0.00 0.00 9.00 0.62 0.00 0.00 9.25 0.65 0.00 0.00 9.50 0.68 0.00 0.00 9.75 0.72 0.00 0.00 10.00 0.76 0.00 0.00 10.25 0.81 0.00 0.00 10.50 0.86 0.00 0.00 10.75 0.92 0.00 0.01 11.00 0.99 0.00 0.02 11.25 1.08 0.01 0.04 11.50 1.19 0.02 0.08 11.75 1.63 0.12 0.58 12.00 2.78 0.60 3.45 12.25 2.97 0.70 0.58 12.50 3.09 0.76 0.37 12.75 3.17 0.81 0.27 13.00 3.24 0.85 0.23 13.25 3.30 0.89 0.20 13.50 3.36 0.92 0.18 13.75 3.40 0.95 0.16 14.00 3.44 0.97 0.14 14.25 3.48 1.00 0.13 14.50 3.52 1.02 0.13 14.75 3.55 1.04 0.12 15.00 3.58 1.06 0.11 15.25 3.62 1.08 0.11 15.50 3.64 1.10 0.10 15.75 3.67 1.12 0.10 16.00 3.70 1.13 0.09 16.25 3.72 1.15 0.09 16.50 3.74 1.16 0.08 16.75 3.77 1.18 0.08 17.00 3.79 1.19 0.08 17.25 3.81 1.20 0.08 17.50 3.83 1.22 0.08 17.75 3.85 1.23 0.07 Time Precip. Excess Runoff (hours) (inches) (inches) (cfs) 18.00 3.87 1.24 0.07 18.25 3.89 1.25 0.07 18.50 3.90 1.27 0.07 18.75 3.92 1.28 0.06 19.00 3.94 1.29 0.06 19.25 3.95 1.30 0.06 19.50 3.97 1.31 0.06 19.75 3.98 1.32 0.06 20.00 4.00 1.33 0.05 Proposed Conditions Type/1 24-hr 100-Year Storm Rainfall=6.00" Prepared by {enter your company name here} Page 5 HydroCAD® 7.00 s/n 002540 © 1986-2003 ADolied Microcomputer Svstems 7/1/2005 Time span=5.00-20.00 hrs, dt=0.05 hrs, 301 points Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment Proposed Lots: Runoff Area=61,370 sf Runoff Depth=2.57' Tc=7.0 min CN=70 Runoff=6.69 cfs 0.302 of Total Runoff Area = 1.409 ac Runoff Volume = 0.302 of Average Runoff Depth = 2.57" Proposed Conditions Prepared by {enter your company name here} HydroCAD® 7.00 s/n 002540 © 1986-2003 Applied M Type 1124-hr 100-Year Storm Rainfall=6.00" Page 6 Subcatchment Proposed Lots: Runoff = 6.69 cfs @ 11.99 hrs, Volume= 0.302 af, Depth= 2.57" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type II 24-hr 100-Year Storm Rainfall=6.00" Area (sf) CN Description 46,028 61 >75% Grass cover, Good, HSG 8 15,342 98 Paved parking & roofs 61,370 70 Weighted Average Tc Length Slope Velocity Capacity Description 7.0 Direct Entry, Proposed Conditions Type II 24-hr 100-Year Storm Rainfall=6.00" Prepared by {enter your company name here) Page 7 HydroCAD® 7.00 s/n 002540 © 1986-2003 Aoolied Microcomputer Svstems 7/l/2005 Hydrograph for Subcatchment Proposed Lots: Time Precip. Excess Runoff (hours) (inches) (inches) (cfs) 5.00 0.38 0.00 0.00 5.25 0.40 0.00 0.00 5.50 0.43 0.00 0.00 5.75 0.45 0.00 0.00 6.00 0.48 0.00 0.00 6.25 0.51 0.00 0.00 6.50 0.54 0.00 0.00 6.75 0.56 0.00 0.00 7.00 0.59 0.00 0.00 7.25 0.62 0.00 0.00 7.50 0.66 0.00 0.00 7.75 0.69 0.00 0.00 8.00 0.72 0.00 0.00 8.25 0.75 0.00 0.00 8.50 0.79 0.00 0.00 8.75 0.84 0.00 0.00 9.00 0.88 0.00 0.00 9.25 0.93 0.00 0.01 9.50 0.98 0.00 0.01 9.75 1.03 0.01 0.02 10.00 1.09 0.01 0.03 10.25 1.15 0.02 0.04 10.50 1.22 0.03 0.06 10.75 1.31 0.04 0.08 11.00 1.41 0.06 0.12 11.25 1.54 0.09 0.17 11.50 1.70 0.14 0.26 11.75 2.32 0.37 1.46 12.00 3.98 1.32 6.61 12.25 4.24 1.49 1.04 12.50 4.41 1.61 0.66 12.75 4.53 1.70 0.48 13.00 4.63 1.77 0.41 13.25 4.72 1.83 0.35 13.50 4.79 1.88 0.31 13.75 4.86 1.93 0.28 14.00 4.92 1.98 0.25 14.25 4.97 2.02 0.23 14.50 5.03 2.06 0.22 14.75 5.07 2.09 0.21 15.00 5.12 2.13 0.20 15.25 5.16 2.16 0.19 15.50 5.21 2.19 0.17 15.75 5.24 2.22 0.16 16.00 5.28 2.25 0.15 16.25 5.31 2.27 0.15 16.50 5.35 2.30 0.14 16.75 5.38 2.32 0.14 17.00 5.41 2.35 0.14 17.25 5.44 2.37 0.13 17.50 5.47 2.39 0.13 17.75 5.50 2.41 0.12 Time Precip. Excess Runoff (hours) (inches) (inches) (cfs) 18.00 5.53 2.43 0.12 18.25 5.55 2.45 0.12 18.50 5.58 2.47 0.11 18.75 5.60 2.49 0.11 19.00 5.63 2.51 0.10 19.25 5.65 2.53 0.10 19.50 5.67 2.55 0.10 19.75 5.69 2.56 0.09 20.00 5.71 2.58 0.09 FROM: Connie Villari, L.S. Cornerstone Land Surveying 200 E. Chestnut St., Suite 200 CITY OF CHANHASSEN RECEIVED Stillwater, MN 55082 JUL 0 1 2005 TO: Planning Staff City of Chanhassen CHANHASSEN PLANNING DEPT 690 Coulter Drive Chanhassen, MN 55317-9683 RE: Variance request for private street — Minnewashta Creek Hill During our design of the 3 lot subdivision submitted here as Minnewashta Creek Hill we concluded that a private drive would be bettered suited to the site than public right of way. Our first priority regarding a street leading to the proposed development is to address the city staffs requested that access be limited from the existing 2 points of entry from Minnewashta Parkway to one in the interest of safety. In order to limit impact on this, and the surrounding properties, we have utilized the southerly most existing drive entrance from Minnewashta Parkway. This allows the greatest separation from Linden Circle which is the closest existing public intersection to the north. Based on the existing development patterns of the neighborhood, we feel that an extension of the public street system is unnecessary. All of the adjacent lots have adequate access to public right of way and this street will not serve any other parcels in the area By allowing a private drive in the location shown, impact on the natural amenities of this site will be reduced. It will allow builders an option to keep the pads nearer the front of the proposed lots and farther away from the majority of existing trees. A total of 7 trees would be impacted with the building pads as shown in the proposed plans. A public road and cul de sac require a wider road section, and additional right of way. Since the 30 foot front setback would begin at the right of way, building pads will have to be moved further to the rear of the lots and closer to the trees. The cul de sac layout would impact 15 trees as shown in Exhibit B. Another concern is to keep the amount of impervious surface to a minimum to reduce runoff. The private drive as shown on our plans and Exhibit A covers approximately 2, 670 square feet. A public right of way as shown on Exhibit B would cover about 10,015 square feet. Individual home driveways are not included in either calculation but either would total about 4,000 square feet. As a point of comparison the driveway surface existing today totals about 5,875 square feet. We feel that the private drive will allow for orderly development of these lots, with the least impact on the natural ammenities of this property. The private drive requires less tree removal and significantly reduces impervious areas and allows for less impact on the rear yards of the parcels in general. J EXHIBIT A PROPOSED LAYOUT WITH PRIVATE ROAD E%STi SHED E,, , 1"'S 8D / C TOTAL OF 7 TREES IMPACTED (BASED ON CURRENT HOUSE PLACEMENT) sane iB 200 Eesl GesNN 6beet S6 Wl MN 550V Q 0 7L7�.� ra I Fu 6 P6ppe 651.275 dk.K9 51.1]58976 tl6cskQi• mNwtl v M SCALE: 1 INCH = 60 FEET NORTH CORNERSTONE I_AN[> SURVEYING, INC a --EXHIBIT B CUL DE SAC COMPARISON ExSTG SHED rksr, OLD C TOTAL OF 15 TREES IMPACTED (BASED ON CURRENT HOUSE PLACEMENT) � suna relro 3W EaM GreiNN SVeN 0 O ^ sEMaler, MN 5506] re \II P". 651 3]5 SM 51. Fax fi271 N7: tlaislsa m mWM SCALE: 1 INCH = 60 FEET NORTH CORNERSTONE LAND SURVEYING, INC t. RESIDEIV Tl,� L DE I/EL OPMEIV T GENERAL NOTES: A AMYMMO p.MMr eRR.. Yl1Y1G r1Vm. yp,Y6 MM4 ®W yryr,��'��tyR rON,Mn C•], WI �rM W �r.MNIWOI�K�M ICIAN,M N M m1Y/MGY amwwrAm,].wn 4IIa xwa ��OaMR IIIQf YR /IW RF M m OWON 90 i,f maWM ,LL IO, Z ,m,� IP P�M.LMY�M^mM fMl Mi0 P uPW e ypjA ,6)P®M Ma / M6aP f�R YI IrDY..Dl6 � f,14GTR6 dW l0 V,Y�AM1a. MUWP�P 4 ],GHQ rn: s�mr.�„om,a» ro,eo rse000rrs u roa a m " m,a wm']urooa�s`,o'a`rwiiaw: r""io aim,: mwnP ` wu�rn¢•`�,v�w u�,°rmpOP. m:,m�ou,z ro.VVaOrr IILIGIO NW M COWIRMIIJI R,/AO P Ttl rI,01P. r. mlllld I,YC,� er O11F40amPY 1P M C0'M NC"OC MO 10 N,YIm r. M OM I.. „O 1rC MOLt0. ,O,O M WI@,NPfA1C,d e"mrGM MP4EPC ,.rZ9 ]P[ M p)ml MSC,f I,O 01,IY9 M P„9LM Ot15,RM.'IWI OI a gY,Wa11].I MY 1, M a2 a EOOIYO P MIYLYF ]•� P /LL tpNO Y M�r� r�ATW,IP �YWM Y,roOd�l P M b111 MIf �MavA ] nr e,]om ro wiP �] P M wrwur P ]Mia°wm'a� wm r.]na w P P aw M mamucnw ® �.opphheerrrtate_ one Call *Arkansas * California * Florida * Vicinity Map NOT TO SCALE PLAN INDEX: 1. Na ]6r vuwom„ea mau raw 6 �ti,Y 0.AM M �N/mAFV?AlTi)AlkKkI4 "TWAAKIMANA RESOURCE UST: aaee,P,vm am P awMax V F p1mO1J IABn, A qMW n�i�alao-nra ��ei CDIPIF,,,I fYI • �NY�W�)_ ,M. pIINWpI'I�pOW(�Ap, y,TNy113 _ u,o YI'1n,4 MG amaea V.Y, OQIIN rIIQ, agar as r„ni a.v Clry OF CHANHASSEN APPROVED DATE RECEIVED JUL 0 12005 FLOOD CERTIFICATION: q any rtp,OYd <M M, IIMn `af�M rW�`, Ism IW,IY�� WIN,LL CHANHASSE a ww ma n. ]IWIAW um n PPa A.ana NP(,gNNINQpEpT N AM` *ENGINEERING ASSOCIATESINC 9 ENGINEERS PLANNERS WRWE s 2277 WEST HIGHWAY 36 SURE 200 (651) 697-0800 y ROSENLLE, MN 55113 FAX (651) 697-0804 Tennessee * Georgia * Texas * Indiana * Pennsylvania * Minnesota SCAM" ibex, Srrrrrrrr r . a i I a. 8ffgggai ilRi� �! i'ii ��I �gt $��agi i&J-P, �SI a g IF i-, a Q s.f4 3 f jiHill soil Iig EiaQl� 3�poil I1 '34h ia�iil ( I �l gaE °i ��g ii g E S gi Q� j �aai E Ien iiF Q a �a i i 'IF egi a aea Q F f " 5�5 7yipi g�a@11� 1 'gi �8 ark i i a j; 3�Ee Q3 cey i�4€Si�A 9�y€yg i 08ga�ayr i1�ai F i! aiF ER aF a ,{ i 35I 1!• aag9gs � i6�a � � g F ¢¢ $ ff Qi@ S i.'gs idi'Q ��€�i 11.11 � iaa�i 3�ia 1� gaE fd g0 gF ie FI i e i "aeie 'a�gpa 9 a sal !i a�! •i 3�3IS �°iAilg gpar id g[� �$# �ai ig"!! iQ pE i i g�9 8� ii i� igggl¢� e�i9 �� i�'ia{{� a�gagig 69e� 7aa 9" gi��:Ei d�,9p§9p§9p§p§ S' I ,cs ___________, I —� it III ry��{py��e I I '^---------� I I I i ill I l Q Illy I I I i iII I i\ I7 il� �I�I i iII II III Tom. �� I I__ L I I V/ I ,g4ili0 •�«tea S: I � � y• c . I 4, ! ti t I I I 51 egg III I ` �<° tLr •+� �,5� % NN I I 1 V 4Fpi i � ys e ti st o � ✓ �� spa• /7 ! "P E 55 "tPj_j 9797";Pt 16 sgaai 111111111 E 1 PPP kIPPPPPj Q5"� B' !P€!� !i/ �••�" €� ll €�@E€!Et !i1ij 11!!l E� P !t"Fi@egll ;¢¢��a °Z€ 85 t lP9t1�1� !e t a�i�l 2 jivill,g3 $jt1H.9�9 " €�€ t j ° a!'ilp�if! ttd agf� 1 CITY OF CIIA MSEN MEMORANDUM 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 TO: Sharmin Al-Jaff, Senior Planner Administration Phone: 952.227.1100 FROM: Mark LittFire Marshal �+ Fax: 952.227.1110 DATE: July 13, 2005 Building Inspections Phone: 952.227.1180 Fax: 952.227.1190 SUBJ: Request for a three lot subdivision with variances on property Zoned PUD-R (planned unit development residential district), Engineering Located at 6560 Minnewashta Parkway (Lot 1, block 1 Minnewashta Phone: 952.227.1180 Fax: 952.227,1170 Creek ls` Addition ). Finance Planning Case: 05-25 Minnewashta Creek Hills Phone: 952227.1140 Fax: 952,227.1110 I have reviewed the proposed subdivision for the above project. In order to comply Park & Recreation with the Chanhassen Fire Department/Fire Prevention Division, I have the following Phone: 952.227.1120 Fax 952.2271110 fire code or city ordinance/policy requirements. The plan review is based on the Recreation Center available information submitted at this time. If additional plans or changes are 2310 Coulter Boulevard submitted the appropriate code or policy items will be addressed. Phone: 952.227.1400 Fax: 952.227.1404 1. The new proposed private street will need a street name. Submit name to Planning a Chanhassen Building Official and Chanhassen Fire Marshal for review and Natural Resources approval. Phone: 952,227.1130 Fax: 952.227.1110 2. No burning permits will be issued for trees to be removed. Trees and shrubs Public works must either be removed from site or chipped. 1591 Park Road Phone: 952227,1300 Fax:952.227.1310 3. Temporary street signs shall be installed on street intersections when construction of a new roadway allows passage of vehicles. Pursuant to 2002 Senior Center Minnesota Fire Code Section 501.4. Phone: 952.227,1125 Fax: 952.227.1110 4. A fire apparatus access road shall be designed and maintained to support the Web site imposed load of fire apparatus and shall be serviced so as to provide all weather www.ci.chanhassen.mo.us driving capabilities. Pursuant to Minnesota Fire Code Section 503.2.3. g:\safmtyU4L\plrev05-25niinnewmhtacmkhills The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A great place to live, work, and play. A %SAi L y yy r °� / DOa 4t AS O On i io N rn i3s g; 2 �Yg z 2 D uA i 7 } K Z m D 2 D j m / 7 is i� + 9C. a .VQ�? T #Pif_.A $$£♦ •c _ c i°_•O n_ a t ° p mo •2 _ i3.r y S^ �� wF Cg -=9 7 b €i= C 'ce,°x - D wIn •A ) g it R C N Bait O f C • Z o i'� o f €� E(�BE z 9999g 2 � �e > S£ $ n In : E31Ei8 o f E � A ; Z AS los %DAY 1 //��.\ 00 5 <, R R V � fT[.g•g�Na'NC 9 a k qc � L s•• W � Kt 5�5 � 6 �� ^%% sz.0s 9 a L e9' 6,09 y- 9. 9 st 9v� i Print Data/Map r. r Page 1 of 1 PID# 254800010 ? • Y I Hdp Creand by nCr Cn.lnt}+DfIC2 Legend Parcel information Road Test Property Address: Ow nerinforma[ion: wtM•Ts 6560 MINNEWASHTA PKY TIMOTHY 1 & MARY T COLLERAN us EXCELSIOR, MN 6560 MINNEWASHTA PKY �/ M+t5�arn EXCELSIOR, MN 55331 N esµ [Parcel Properties ca,+r Roads GIS Acres: 1,41 Residential l'enr Built: 1859 Wes Homestead: Y Residential Footprint Sq Ft: 1358 pa¢els School District: 0276 aeiPmtezeaz IParcel Location Section: 05 Lot: 001 Township: 116 Block: 001 Range: 023 tname: MINNEWASHTA CREEK FIRST ADDN Payable Year 2006 IlLast Sale Information Sak Date: 0810211992 Est Market \'aloe Land: Building: $231 Sak Prim: $192500 Est Market Value Toal$E200 Qnakraed/UngmliRed: QUALIFIED SALE Map Created: 4-26-2005 Est Market Value Total: E359200 ------Jl — CARVER COUNTY GIS DISCLAIMER: This map was created using Carver County's Geographic Information Systems (GIS), it is a compilation of information and data from various City, County, State, and Federal offices. This map is not a surveyed or legally recorded map and is intended to be used as a reference. Carver County is not responsible for any inaccuracies contained herein. Ic L http://156.99.124.167/website/parcel_intemet_recap/printdatamap.asp?PID=254800010 4/26/2005 a -EXHIBIT B PROPOSED LAYOUT WITH CUL DE SAC TOTAL OF 27 TREES IMPACTED (BASED ON CURRENT HOUSE PLACEMENT) .1. Sao ltB1 �6 Y M East CnesmN S., Stilhvattt, MNe96@ 0 30 60 Phone 651275.99 ia ra an�ss76 rn,teacluaa re SCALE: 1 INCH = 60 FEET NORTH CORNERSTONE LAND SURVEYING, INC MINNEWASHTA CREEK HILL Me. Au MEN BY TN65 PRESENTS' This Brick FmpnNs. Lu, a limit uWxln berms, No Sumer Dane f.1 heft nop.m altuetw In IM cwnty MCamr, stm WMlnnanu. tp Aft:Ws I, Mock I, MINNIMASNTA MOM FIRST AOIXSIpI, Umr County, Mlnnewu Hu rune Ibe same l0 be aumved and planar!a MOMMASHTA COOK NIIL and deals M1erebv donnas and dwkne to IM public For public use forever the eremeres for erNnepa and utility Wrpnn as aM1um on IM1e plat. In ar. 1. whereof ..W trick Iropenlea, LIC, a limited 4.111, wmpinY. hA. revisedthee.'noon. to be awneabv IN proper OFF— 01.— it, of ,x00— OWK RLOpM M. LLL.. land. wellnvnmpury Mean L RMk, Chief Manap.r WATT OF MINNUOTA COUNTY a_ The Fon9Mn9 M.Wment Sus nknonlw9ed been rot This —_ d.v of __________. 300_., by Robert L Rick, Chief Mwger of perk ympenles. I=. A Ilmlted 11.1lllry [Omp.n, on eeNlrofine mmpan, Notary auMl[ CouMv, Mon..W Consful bzphes _ henbv [nIM Nut I bM aumnd and planes the proper,dnnlbee on this plat As MINNIWMh TACRM Hlu: the, he putts a correct repreanudoo of the survive, that all distances n [.redly Jmtm an the pin In Freund hundredths of A f.: chat all a—mi a sill be nrmnv pleased In the preuw M ahpm, In accordance to Minn.,.. Stand, Section S05.OI, SUM. 1. man the I.W. ...do, Ilma are [On.[lly deaipnoted on the Piet and man then ass no vat Nwa a donned In Mlnnanu Stal lemon SOS 02. Sued. l or public hi9M., to bs deal,.. other than M aKan. thenMl L ihvmn, WM Sumpr Mlmm� Llunae Plat. 25719 STATE OF MINNESOTA CWNTYOF That FnepMp Somrset OnNkne Sur nkndwMd9ed Mt. mF ON,— OF of Zilont Oenlel L. TIIumMe, Ynd S.,,Mmm.MIlnnn M. 357I6. No., al lac CAAdV, Mom'. My Cont=k n FzMna NE CIUNHASSAN. MINN60TA This plat or MINNLWASNTA CNEER Hu was approved and acci W IM Ck/Coal OF Cbanluarn, MlnraMa, at A ml meeting thereof, hold this_ day W 201 And is In wmpllnn Ark III p—'a..' of Mlnneaou Sutwq Section S05.o5, SUM. t. All.. -..,a rill be rue spotlit by ma CXv Ceunm send a nnad on this plat, a[wdln9lo Mandate. SMtua. 501.a21 Sued. 1. CITY COMM OF THE Cm Of CNANHASSAN. MM EF By. By ,AdminNinmr COUNTY SUAySYOR, O rver Cmnly, Mlnmams Fu lMC"K 395.Minnnn.laWa oI 1911, NB plat has been appr0ad this___ it, of 00_ W. John E. Fraoode, Center C MW Sumyer COUNTY AUDITOR, Come CwMY, Mlnnum I here/ [enie, mn tun pryable In and odor Mus have been pad for land described on this plat. Olson this_d.yN _, 900_ M MMR WM9nn. Coon,AwllM O.NTY MOOROQ, CAnn county, forams I hereby nnlN Mn this past or MINNLWASITA CREFA Nd1 wu land On —My or _:on at _ otleh _ .M. As Duffel No. _. K -- Cnl W. homer, Jr., County All N 0 2 z Su t e ;. 'Igo J J_ Wlox / N is ; iN i/ ~✓ / � 1�/f^ � � ST6tlsi• ea�.tq IS+R � / M ; i N I p i , G 1 / WU ZE � ' Z W. Z3 02. 4 4 03 Z LL 76 0 1i98 €S [ W 1 a z~ ) ii WF i Ct i� �-<� °0 3;��. 0� i sg iY1 LLo Fo ry W i OZ 2� 3 t?€ f Y a='- B w 0 re a " pip S 3§ 3 yE < tl e_eta T� isg tl 93 pp ;;gg gig i . J 2 _J _1 -j K u e 33R�deq L �6�38 c O�i jai a wTt a��4 jig z gee � o€i a� Cia �BEYaP 3E z 9 EXHIBIT A PROPOSED LAYOUT WITH PRIVATE ROAD eaa• ty _ I m TOfKS%—NIO�VR F TO A" IFtA -.20Z w R AF( -frown. 'J�vzt PIM.yv MID KEA . YI.M IREA. BW w M1 11 \ram;; `aor� Ara•A. Y. r az - sere Vd/AlE MAU AH'A . SK Y. \ W M TOTAL OF 11 TREES IMPACTED (BASED ON CURRENT HOUSE PLACEMENT) � smle aa,00 200 EC-Street Slilxae1.MN 02 0 C 65t2)68989 Fev 651.275,8976 arc�ia@ n-701� ro mGeo6 net SCALE: 1 INCH = 60 FEET NORTH CORNERSTONE LANE) SURVEYING, INC a -EXHIBIT B PROPOSED LAYOUT WITH CUL DE SAC TOTAL OF 27 TREES IMPACTED (BASED ON CURRENT HOUSE PLACEMENT) 0 30 60 %M%m� 0 SCALE: 1 INCH = 60 FEET NORTH Suite #Blm East Chestnut Street BYOwamr. MN 55080 Phone 651.275.8%9 maetraesa t CORNERSTONE L N� SURVEYING. INC MINNEWASHTA CREEK HILL \J VICINITY MAP 7 c12r Of sM' GUVf11CW1h7Y, RY. NINNETOTA P' tz 2 .tk�p Da srxD d� I N\ I \ \ I \ \ I aRrrB >w3Rs � w - auE —M N'A Am rw 1 \ WMI+w O NORTH II00 330u60 I EXISTING LEGAL DESCRIPTION: L9! I, BMfEMINNEWATHTBi A CUM MIST ADORION, QA C.M. Mlnnts02 ♦ TREE SURVEY NOTES: I. TUEM4XEIDEMIF1EDIYPRISCWSHANNONOF CORNERSTONE AND W 0.VEYING, INC. AND FIEIO LOCATw. 2. TREE [OVFAAGFE WFIIE TAKEN G0.0N AF0.NL PHOTOS. ♦ GRADING NOTE ACH PRONSED LOT WILL. BE CUSTOM GRADED M EKN INDNIDUAL.OT 6 DEVELOPED CANOPY AREAS: ♦ TOTAL PR N`Cff=61,31E30,FT.I I A3ACRES fJOSTMG CANON - 3 .S20 - 3." CMION IIEMOVFD - B,SEO--3.9R CANTON AFTE0. RFPIOVA- 21,793=33.5% ♦ SYMBOLS: DENOTE IXImNG TREE DENOTES THEE TO BE M110V1D USING CURRENT WR W CONFIGUMTON. HOM EMER THE FINAL COYFIGMATION MO TREE EINDIMLNEEDED MA BE SMI111INED N THE INDMOIML SITE MAN WRMOTFD BY THE WIIDFA QDENOTES E]03TING THE CANON ® DENOTES CANON TO M0.EAIOVFO ♦ TREE NOTES AS TOTAL TREES ON PROFERTY 2 ME TO W RENE MED N CONSTWCDON OF A N FT IHi ORNE 9 ME6 TO BE REMOVED USMG CURRENT WIMNO COxFICuRi ,HONEVER THE FlNAL CONi1gIRATION AMO TREE REMOVAL NEEDED WILL RE OITTFBI NEO N THE INDMDUAL ATEP WBMTITOD N THE WILOER MUS TO BE REMOVED AT TIME OF BUMNG CONmuCTION ®rAIL NTOM rou nC Gopher Stale One Call 1M'YI O'Y - fi51-Zs Tdl iRFF: I4i2-1166166 CHANHASSEN CONTACT: OWNER: TIMOTHYJ 6 MARY T COLIERAN 6560 Minnewashta Fly Excelsior. MN S5331 DEVELOPER: 609 RICK 523 lake AV. St. Paul, MN 55110 mle: 612 805-5773 COUNTY: CARVER COUNTY SEAL: ♦ THE STATE OF MINNESOTA WE$M(7f RWMMASML CERTIFICATION: I "W Andy Mq NU o.— PrtpFnC 0 1iq WWru lsm!rWrMFbn.Mtl !Fq I q,l N tlu�Y UFCYM Wtl w1..wr ,NM�l1� /, roN W FMMN60TA. WLThumMr Rqb nMp. 2321E yNJ-21-OS REVISIONS: DATE RenNox T-xl-os INTY NAN PROJECT LOCATION: 6560 MINNWASHTA PKWY EXCELSIOR, MINNESOTA P.I. D.#2 5480001 0 L�F7N i'M IN IN, CORNERSTONE IANID SURVEYING, INC Fla NAME wft RR wyECr NO. WSW TREE INVENTORY/CANOPY PLAN EXHIBIT A PROPOSED LAYOUT WITH PRIVATE ROAD I I h //� .I rmAL ion wcA - n.lw N. n. syy + \ 48 1MO N. R pI6]I MBA-bFR0. [[1 ff jo , �BOIM IOf I@A - f 1 IB/A1E}yy \ W&;1 6W N 99 2 8 IS ID KEA - 9OI M. rt. 3 • ,� � I TOTAL OF 11 TREES IMPACTED (BASED ON CURRENT HOUSE PLACEMENT) .� Suft Y8100 200E cnaamm SV SOINnbq MN 55082 0 30 60 PM1 e851.2)5.8989 F. 851.215.8976 tlXab I nWeotluu SCALE: 1 INCH = 60 FEET NORTH CORNERSTONE LAND SURVEYING, INC En cc LL W W cc U i m z Z L |t : \ � � $ k . 1 � \ « ■_ � 2 . � , ( ■ O` we" `\ ° ` § ( °. � !! --� 9�' gFi l�atl: A • 3 g} {� n c �! ? If iftI I -t�(�� Efts • iE � a � �i SE` ! •ij � SajEi a[ E . =� f� � 8 °q; Iq ! F€ !�{ 7SS� ipia ? 5 yir € ij@�=�p}•�ue � sa Flit dgii}Jg it !!7 it dSl�r d=7 ii 3jj a y..3 1 ia� jj e pi j )y}E I1 E. . 6 tF�.a i�> ASf_� �� t S[j 3c• • �titdi i} �q�,� � ° }� YE01:§ yiS -,. s t F� • }t` �I •��G �i�+ � i.3di El F�li� Ij?g - � _ �1 •s' �i 1 �•r`i �I' �-''� �p lih � �c° �; g!i"e t:.•,}:€3�k � a �=f if . �§�� '�� KS�; j �`, t 3}i d }i�s a ._<:? •_ E � y d i+ gi-��yi �i !f ._ si '_ qs • C.w w,e. q I .e 31 i— MIS N sois ,�. � �2xe' a z.. • ^•;. t _ « QQ i •q-..l.Ri y • -. t..` •�i �II z W V _awo \ ., EUM4 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA ORDINANCE NO. 47-M AN ORDINANCE AMENDING SECTION 14.11 OF THE CHANHASSEN ZONING ORDINANCE. THE CITY COUNCIL OF CHANHASSEN ORDAINS: Section 1. Section 14.11 of Ordinance No. 47 entitled "The Chanhassen Zoning Ordinance", adopted February 8, 1972, and as amended heretofore is hereby further amended by adding the following described tract of land to those lands encompassed within the boundaries of the P-1 district as set forth in said Section 14.11, as amended heretofore: 2. Outlot A, Minnewashta Creek First Addition, according to the map or plat thereof on file in the office of the County Recorder, in and for Carver County, Minnesota. Section 2. Effective Date: This ordinance shall become effective from and after its passage and publication. Passed by the Council ATTEST: Donald Ashworth City Clerk/Manager Public Hearing held May 10, 1978. Published in Carver County Herald on February 21, , 1978 78. limit within which a final development Zoning Administrator. provide a district appropriate for high plan of all units within the project shall 14.06 Revisions and Changes. density residential uses and office build - be filed with the Zoning Administrator 1. Minor Changes: Minor changes in the ings for administrative, financial and pro - for submission to the Planning Com- placement and height of,buildings or sessional uses, particularly in transition - mission and the Village Council. structures may be authorized by the al situations between business or industri- e. The Village Council may 11 ap- Zoning Administrator if required by al districts and residential districts. prove the preliminary development engineering or other circumstances not It is further intended that to the extent plan and application for rezoning. 21 foreseen at the time the final develop- reasonably possible the P-2 District be disapprove the preliminary develop- ment plan was approved. Any such au- characterized by central management. ment plan and application for rezoning thorization stall be in writing and filed integrated architectural design of build - stating reasons for the disapproval, or in the office of the Zoning Administra- ings, joint or common use of parking and 31 approve the preliminary develop- tor. • ' other similar facilities and a harmonious ment plan and application for rezoning 2. Amendments: Changes in uses, any re- selection and efficient distribution of subject to specified modifications and arrangement of lots- blocks, or building rmitted uses within the district. conditions. tracts. any changes relating to common 15.02 Permitted Uses. Within a P-2 5. Final Development Plan: open space areas. and all other changes lanned Unit Development District. no a. A final development plan shall be in the approved final development plan building or land shall be used except for filed with the Zoning Administrator to may be made by the Village Council the following uses: be submitted to the Planning Commis- only after a public hearing by the Plan- L Single family dwellings. sion and the Village Council within the ning Commission and the submission of 2. Two family dwellings. time limit specified by the Planning its recommendations thereon to the Vil- 3. Townhouses. Commission as provided in subsection lage Council. No amendments may be 4. Multiple dwellings. 4d. above. made in the approved final develop- 5. Administrative offices. b. The final development plan shall ment plan unless they are found to be 6. Medical, dental, legal and similar pro - include the following: 11 preliminary required by changes in conditions fessional offices. plat in accordance with the applicable which have occurred subsequent to 7. Financial institutions. provisions of Ordinance 33. Chanhassen approval of the final development plan. 8. Restaurants. Subdivision Ordinance, including or by changes in the development poli- 9. Theaters. not including "drive-in" agreements. provisions- covenants and cy of the Village. All such changes shall type. specifications required for approval of be filed in the office of the Zoning Ad- 15.03 Accessory Uses. Within a P-2 the final development plan- 21 final ministrator as amendments to the final Planned Unit Development District, the building drawings and specitications. 31 development plan. following uses shall be allowed as acces- final site plans including a landscape 14.07 Annual Review. sory to the permitted use: schedule. 41 engineering plans and re- 1. Planning Commission Review. The 1. Subordinate uses which are clearly and ports as required by the Council- 51 any Planning Commission shall review all customarily accessory to the permitted other information or documents re- Planned Unit Development Districts at use. quired by the Council for the approval least once each year and submit a re- 15-04 Procedure for P-2 Planned Unit of the final development plan including port to the Village Council on the status Development District Zoning, Platting a planned unit development contract of development. and Development. and any bonds. deposits of money or 2. Village Council Action: If the Village 1. Zoning, Platting and Development: security. Council finds that development has not a. Procedures for the zoning, platting c. Approval of the final development occurred within a reasonable time af- and development of a P-2 District shall plan shall not be granted by the Village ter approval of the final development be governed by the provisions ot Sec. Counttl unless it finds the following: 11 plan, the Village Council may instruct tions 14.05 to 14.07 inclusive of this ordi- the proposed development is not in con- the Planning Commission to initiate nance. flict with the Comprehensive Village rezoning to the original zoning district 15.05 Building Design and Construc- Plan. 21 the proposed development is by removing the Planned District zon- tion. designed in such a manner as to form a ing. 1. Multiple Residence Buildings: Within desirable and unified environment 14.08 Building Design and Construc- a P-2 District. building design and con. within its own boundaries. 31 the pro- tion. struction for multiple residence build - posed uses will not be detrimental to 1. Multiple Residence Building: Within a ings, and buildings accessory thereto. Present and future land uses in the sur- P-1 District, building design and con- shall be governed by the provisions of rounding area, 41 any exceptions to the 'zoning struction for a multiple residence build- Section 8.06 of this ordinance. and subdivision ordinances are ing containing more than 12 dwelling 2. Commercial Buildings: Within a P-2 justified by the design of the develop- units- and buildings accessory thereto. District, building design and construc- menl. 51 the planned development is of shall be governed by the provisions of tion for all buildings other than multi - sufficient size, composition and ar- Section 8.06 of this ordinance. ple residence buildings shall be gov- rangement that its construction and 14.09 Common Open Space. erned by the provisions of Section 9.06 operation is feasible as a complete unit 1. The establishment, use, maintenance of thisordinance. without dependence upon any other and disposition of Common Open Space 15.06 Land Use Intensity. unit. 61 the planned development will areas within a P-1 District shall be 1. Commercial Buildings: With a P-2 Dis- not create an excessive burden on goverened by the provisions of Section trict not more than 30'-: of the lot area parks, schools, streets and other public 21 of this ordinance. shall be occupied by buildings. facilities and utilities which are pro- 14.10 General Regulations. 15.07 Common Open Space. posed to serve the development, 71 the 1. Additional regulations in the P-1 Plan- 1. The establishment. use. maintenance planned development will not have an ned Residential Development District and disposition of Common Open Space adverse impact on the reasonable en- are set forth in Section 19. areas within a P-2 District shall be joyment of neighboring property. 1' 14.11 Boundaries of the P-1 Planned governed by the provisions of Section 21 d. The Village Council may 11 ap- 3 Residential Development District. The ` 'boundaries of this ordinance. prove the final development plan. 21 of the P-1 Planned Residential 15.08 General Regulations. disapprove the final development plan !I' Development District shall include the 1. Additional regulation in the P-2 Plan - stating reasons for the disapproval, or following described tracts and parcels of ned Unit Development District are set 31 approve the final development land: -forth in Section 19. subject to specified modifications and SECTION 15. P-2 PLANNED UNIT 15.09 Boundaries of the P-2 Planned conditions. T DEVELOPMENT DISTRICT. Unit Development District. The bounda- e. If approved. the final development 15.01 Objectives. The P-2 Planned ries of the P-2 Planned Unit Development plan shall be filed in the office of the Unit Development District is intended to District shall include the following de- 4majd �/ y rrre7 slt.f 9 .l . a m- u, o pc x y-Rr A,16 e�rr . #0104WAiHU7- 9m ¢7-/f G �/. 1fTendi.L4i-AK T " o�, .F' y7- 6L a r i CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA ORDINANCE NO. 47-AX AN ORDINANCE AMENDING SECTION 7.08 OF ORDINANCE 47 "THE CHANHASSEN ZONING ORDINANCE" ADOPTED FEBRUARY 8, 1972 THE CITY COUNCIL OF CHANHASSEN ORDAINS: SECTION 1. Section 7.08 of Ordinance No. 47 entitled "The Chanhassen Zoning Ordinance", adopted February 8, 1972, and as amended heretofore, is hereby further amended by adding the following tract of land to those tracts of land encompassed within the boundaries of the Single Family Residence District, R-1, as set forth in said Section 7.08 as amended heretofore: That part of Government Lot 3, Section 4, Township 116 North, Range 23 West of the 5th Principal Meridian described as follows: Beginning at the southeast corner of Government Lot 2 in said Section 4; thence east along the north line of said Government Lot 3, a distance of 680.00 feet; thence south parallel with the east line of the Northeast Quarter of said Section 4, a distance of 396.00 feet; thence southwesterly, to a point on the southerly extension of the east line of said Government Lot 2, distant 550.00 feet southerly from the southeast corner of said Government Lot 2; thence northerly, along said southerly extended line, a distance of 550.00 feet, to the point of beginning. SECTION 2. Effective Date. This ordinance shall become effec- tive from and after its passage and publication. Passed and adopted by the Chanhassen City Council this 17th day of December, 1984. ATTEST: Don Ashworth, City Clerk/Manager (Publish in the Carver County Herald on January 2 , 1985) 0 a -I '�✓i�Yq Y re '�!�� Ti III+1Ms, sMl • a • � i ■ O , S ] ♦ S 6 SCALESCALE: S L City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55317 (952)227-1100 Date: July 5, 2005 To: Development Plan Referral Agencies From: Planning Department By: Sharmeen Al-Jaff, Senior Planner Subject: Request for 3-Lot Subdivision with Variances on property zoned PUD-R, Planned Unit Development - Residential District, located at 6560 Minnewashta Parkway (Lot 1, Block 1, Minnewashta Creek First Addition) Planning Case: 05-25 Minnewashta Creek Hills The above described application for approval of a land development proposal was filed with the Chanhassen Planning Department on July 1, 2005. The 60day review period ends August 30, 2005. In order for us to provide a complete analysis of issues for Planning Commission and City Council review, we would appreciate your comments and recommendations concerning the impact of this proposal on traffic circulation, existing and proposed future utility services, storm water drainage, and the need for acquiring public lands or easements for park sites, street extensions or improvements, and utilities. Where specific needs or problems exist, we would like to have a written report to this effect from the agency concerned so that we can make a recommendation to the Planning Commission and City Council. This application is scheduled for consideration by the Chanhassen Planning Commission on August 2, 2005 at 7:00 p.m. in the Council Chambers at Chanhassen City Hall. We would appreciate receiving your continents by no later than July 22, 2005. You may also appear at the Planning Commission meeting if you so desire. Your cooperation and assistance is greatly appreciated. 1. City Departments: a. City Engineer b. City Attorney c. City Park Director d. Fire Marshal e. Building Official f. Water Resources Coordinator 04 g. Forester 2. Carver Soil & Water Conservation District 3. MN Dept. of Transportation 4. MN Dept. of Natural Resources 5. U.S. Army Corps of Engineers 6. U.S. Fish & Wildlife 7. Carver County a. Engineer b. Environmental Services 8. Watershed District Engineer a. Riley -Purgatory -Bluff Creek b. Lower Minnesota River c. Minnehaha Creek 9. Telephone Company (Qwest or Sprint(United) 10. Electric Company (Xcel Energy or MN Valley) 11. Mediacom 12. CenterPoint Energy Minnegasco 13. Other - 14. Other - Location Map Minnewashta Creek Hills Planning Case No. 05-25 6560 Minnewashta Parkway City of Chanhassen I Subject Site Lake Minnewashta PH "G9a .I A vil. 1 o st _ L a ,3 r_2_ Tin 1 P t fill FL p �j 4 § R3 d" 8 8• � l K Z Z m D D X m i O ♦ i e �+. a _.ems B i{33 •,^, 3• ^� •o IF-1 ^ •i fl oA o�g .o i m 3 X g)9; i i� `#g {S¢id a C(8 ae € x z 1 ggi °o igy i 2q N �3 1` _3 N 00 nm oil z J X 'T\ dlR O O o 24" M i x Ne ( , 24" ASH / . x 62 O o O o / c X S CO Yl 28" DDL ASH \y\ i VICINITY MAP 7 CITY OF CHANHASSAN CARVER COUNTY, MINNESOTA °a�Q9 0 in en Cr. Z SITE es/� P`' ` �� P (NO SCALE) F C ur, r lendale D � P` o �o o%r a4 Q' MINNEWASHTA CREEK HILL `48 Og " zeas \x Xae ,pox �lC�t a P2. x A X 0; „X ' EXMH . Top 95 / 0.49 Inv ay0- C MH I )p 950.533 v Q I \ 36 n � 3 I � � n Z AZrn I D - 7 f Y ! / 1 n � y I 2i .o 9 y 0 / n \ U•CO PROPOSED IMPERVIOUS AREAS LOT 1 LOT 2 LOT 3 TOTAL LOT AREA = 23,762 sq. ft. TOTAL LOT AREA = 20.945 sq. ft. TOTAL LOT AREA = 16,663 sq. ft. 25% OF TOTAL LOT = 5,941 sq. ft. 25% OF TOTAL LOT = 5,236 sq. ft. 25% OF TOTAL LOT = 4,166 sq. ft. PROP. PRIVATE DRIVE = 555 sq. ft. PROP. PRIVATE DRIVE = 2,115 sq. ft. PROP. PRIVATE DRIVE = 0 sq. ft. PROP. DRIVEWAY = 1,630t sqq. ft. PROP. DRIVE = 850t sq. ft. PROP. DRIVE = 1,566t sq. ft. PROP. HOUSE = 3,756t sq. ft. PROP. HOUSE= 2,270t sq. ft. PROP. HOUSE = 2,6003 sq. ft. NOTE: These numbers reflect proposed impervious areas as shown on this drawing. Final pad and driveway locations and size to be determined by the individual builders in order to conform to impervious area requirements of the City of Chanhassan PROPOSED DRAINAGE AND UTILITY EASEMENTS ARE THUS: CITY OF CHANHASSEN RECEIVED JUL 0 12005 CHANHASSEN PLANNING DEPT 0 30 60 7:%= EXISTING LEGAL DESCRIPTION: Lot 1, Block 1, MINNEWASHTA CREEK FIRST ADDITION, Carver County Minnesota. SURVEY NOTES: 1. BEARINGS ARE PER THE RECORDED PLAT OF MINNEWASHTA CREEK FIRST ADDITION. 2. EASEMENTS, IF ANY, MAY EXIST AND ARE NOT SHOWN ON THIS SURVEY. 3. NO WETLAND DELINEATIONS WERE PERFORMED FOR THIS SURVEY. 4. NO UNDERGROUND UTILITIES WERE LOCATED OR SHOWN ON THIS SURVEY. 5. TREES WERE IDENTIFIED BY PRISCILLA SHANNON OF CORNERSTONE LAND SURVEYING, INC. GRADING NOTE EACH PROPOSED LOT WILL BE CUSTOM GRADED AS EACH INDIVIDUAL LOT IS DEVELOPED AREA: TOTAL PROPERTY = 61,371 SQ. FT./1.41 ACRES BUILDING SETBACKS SIDE 10 FT. REAR 30 FT. ROAD 30 FT. PRIV. DRIVE 30 FT. ZONING Lot 1, Block 1, Minnewashta Creek First Addition, Carver County, per the City of Chanhassan, is zoned RSF (Single Fanily Residential District) SYMBOLS: DENOTES FOUND o UTILITY POLE 1/2" IRON PIPE LIGHT POLE O DENOTES SET 112" IRON OVERHEAD WIRES MARKED R.L.S. 25718 C MANHOLE wm - DENOTES EXISTING e CATCH BASIN WATERMAIN CONCRETE DENOTES EXISTING . as" EXISTING ELEVATION SANITARY SEWER DENOTES EXISTING STORM SEWER DENOTES TREE TO BE REMOVED USING CURRENT BUILDING CONFIGURATION, HOWEVER THE FINAL CONFIGURATION AND TREE REMOVAL NEEDED WILL BE DETERMINED BY THE INDIVIDUAL SITE PLAN SUBMITTED BY THE BUILDER. BEING 5 FEET IN WIDTH AND ADJOINING SIDE LOT LINES AND BEING 10 FEET IN WIDTH AND ADJOINING REAR LOT LINES AND RIGHT—OF—WAY LINES UNLESS OTHERWISE SHOWN. TREE NOTES 45 TOTAL TREES ON PROPERTY 1 TREE TO BE REMOVED BY CONSTRUCTION OF A 20 FT. PRIVATE DRIVE 7 TREES TO BE REMOVED USING CURRENT BUILDING CONFIGURATION, HOWEVER THE FINAL CONFIGURATION AND TREE REMOVAL NEEDED WILL BE DETERMINED BY THE INDIVIDUAL SITE PLAN SUBMITTED BY THE BUILDER CALL BEFORE YOU DIG! VGopher State One Call TWIN CITY AREA: 651-454-0002 TOLL FREE: 1-800-252-1166 CHANHASSEN CONTACT: OWNER: TIMOTHY J & MARY T COLLERAN 6560 Minnewashta Pky Excelsior, MN 55331 DEVELOPER: BOB RICK 523 Lake AV. St. Paul, MN 55110 tele: 612 8OS-5773 COUNTY- SEAL - THE STATE OF MINNESOTA DOES NOT REQUIRE A SEAL. CERTIFICATION: I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Land Surveyor �thehe state of MINNESOTA. a lel L. Thurmes Regis ration No: 25718 Date:6 _29 _05 REVISIONS: DATE REVISION 6-28-05 ORIGINAL SURVEY PROJECT LOCATION: 6560 MINNWASHTA Pli EXCELSIOR, MINNESOTA P_I_lE)0_#25480001 0 Suite #B100 200 East Chestnut Street Stillwater, MN 55082 Phone 651.275.8969 Fax 651.275.8976 dlt-csls@ mcleodusa net CORNERSTONE LAND SURVEYING, INC FILE NAME SURVRROI PROJECT NO. RROSO01 PRELIMINARY PLAT o--EXHIBIT B PROPOSED LAYOUT WITH CUL DE SAC TOTAL OF 27 TREES IMPACTED (BASED ON CURRENT HOUSE PLACEMENT) 0 33060 1 u0 SCALE: 1 INCH = 60 FEET NORTH 1 Sulm #B1 W 2W East ChesNel Street StllMale[ MN 5 82 Fax 651.275.8976 \ alluls® m�eoa t CORNERSTONE L NM SURVEYING, INC CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COUNTY OF CARVER ) I, Karen 1. Engelhardt, being first duly sworn, on oath deposes that she is and was on July 21, 2005, the duly qualified and acting Deputy Clerk of the City of Chanhassen, Minnesota; that on said date she caused to be mailed a copy of the attached notice of Public Hearing for Minnewashta Creek Hills — Planning Case No. 05-25 to the persons named on attached Exhibit "A", by enclosing a copy of said notice in an envelope addressed to such owner, and depositing the envelopes addressed to all such owners in the United States mail with postage fully prepaid thereon; that the names and addresses of such owners were those appearing as such by the records of the County Treasurer, Carver County, Minnesota, and by other appropriate records. Subscribed and sworn to before me thitirL day of 2005. AM LLAJAgwjl-� Notary Pub c ur'a. KIM T. MEUWISSEN g Notary Public -Minnesota My Commission Expires Jan 31, 201p Notice of Public Hearing Chanhassen Planning Commission Meeting Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, August 2, 2005 at 7:00 p.m. Location: City Hall Council Chambers, 7700 Market Blvd. Proposal: Request for 3-Lot Subdivision with Variances on property zoned PUD-R, Planned Unit Development -Residential District Planning File: 05.25 Minnewashta Creek Hills Applicant: Robert Rick Property 6560 Minnewashta Parkway (Lot 1, Block 1, Minnewashta Location: Creek First Addition) A location map Is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following steps: What Happens at the Meeting: 1. Staff will give an overview of the proposed project. 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please stop by City Hall during office hours, 8:00 a.m. to 4:30 p.m., Monday through Friday. If you wish to talk to someone about this project, please contact Sharmeen AI-Jaff at 952-227-1134 Questions & or e-mail saliaff@ci.chanhassen.mn.us. If you choose to Comments: submit written comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this Item will be available online at http://206.10.76.6/weblink7 the Thursday prior to the Planning Commission meeting. City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Welland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested party is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commercialrindustdal. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokesperson/representative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. If you wish to have something to be included in the report, lease contact the Planning Staff person named on the notification. Date & Time: Tuesday, August 2, 2005 at 7:00 p.m. Location: City Hall Council Chambers, 7700 Market Blvd. Request for 3-Lot Subdivision with Variances on property zoned Proposal: PUD-R, Planned Unit Development -Residential District Planning File: 05-25 Minnewashta Creek Hills Applicant: Robert Rick 6560 Minnewashta Parkway (Lot 1, Block 1, Minnewashta Property Location: Creek First Addition) A location map Is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following steps: What Happens at the Meeting: 1. Staff will give an overview of the proposed project. 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please stop by City Hall during office hours, 8:00 a.m. to 4:30 p.m., Monday through Friday. If you wish to talk to someone about this project, please contact Sharmeen AI-Jaff at 952-227-1134 Questions & or e-mail saliaffOci.chanhassen.mn.us. If you choose to Comments: submit written comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online at http://206.10.76.6/weblink7 the Thursday prior to the Planning Commission meeting. City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested party is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation, The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commercial/industrial. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokesperson/representative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any Interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. If you wish to have something to be included in the report, please contact the Planning Staff person named on the notification. N. Vtl4t Site I Lake MinneveshM This map is neither a legally recorded map nor a survey and is not intended to be used as one. This map is a compilation of records, information and data located in various city, county, state and federal apices and other sources regarding the area shaven, and is to be used for reference purposes only. The City does not warrant that the Geographic Information System (GIS) Data used to prepare this map are error free, and the City does not represent Nat the GIS Data can be used for navigational, backing or any other purpose requiring exacting measurement of distance or creation or precision in the depiction of geographic featuresp enors or discrepancies are found pease correct 952-227.1107. The preceding disclaimer is provided pursuant to Minnesota Stables §466.03, Subtl. 21 (2000), and the user of this map scknoWedges mat the City shall not be liable for any damages. and expressly waves all dome and agrees to defend indennify, and hditl hamiess the City from any and all chins brought by User, its employees or agents, or Mid parties which arise ad of the users access or use of data provided. Site I Lake Min ...shM The rep is neither a legally recorded rtap nor a survey end is not intended to be used as we This Mal is a connotation of records, info omon and data loosed in various city, county, state and federal offices and other sources regarding the area shown, antl is to be used for reference purposes only. The City does not warant that the Geographic Information System (GIS) Data used to prepare this map are error free, and Me City tices rat represent that the GIS Data can b r used far navigational. traclting or any other purpose rsquirng exacting rteasurertant of distance or direction or precision in Me depiction of geographic featuresa enors or discrepancies are found please contact 952-227-1107_ The preceding declaimer is provided pursuant to Minnesota Statutes 1466.03, Subd. 21 (2000), and the user of this crap acknoMedget that the Cry Shall not be liable for any damages, and emressly waives all dzlrre, and agrees to defend, indemnity, and held resonates onass Me City from any and all darts brought by User, its employees or agents, or Mid parent which arise out of the users access or use of data provided. «NAME1» «NAM E2» «ADD1M ADD2- «CITY» «STATE» «ZIP» Next Record»«NAME1» AAME2» «ADD1 kk «ADD2» «CITY» « STATE» (ZIP,) Public Hearing Notification Area (500 Feet) Minnewashta Creek Hills Planning Case No. 05-25 6560 Minnewashta Parkway City of Chanhassen W. 62nd St. Subject Site Lake Minnewashta THOMAS & MARY ALLENBURG CRAIG LOREN ANDERSON & LEE R ANDERSON 6621 MINNEWASHTA PKY TERI LYNN ANDERSON TRUSTEE OF TRUST EXCELSIOR MN 55331 3830 LESLEE CRV 6651 MINNEWASHTA PKY EXCELSIOR MN 55331 EXCELSIOR MN 55331 CHARLES F & VICKI LANDING 6601 MINNEWASHTA PKY EXCELSIOR MN 55331 RICHARD E & ELIZABETH BELLERT TRUSTEES OF TRUST 6641 MAPLE RD EXCELSIOR MN 55331 LAUREANA VOUNG BOUALOUANG 3884 MEADOW LN EXCELSIOR MN 55331 MEGAN J CARLSON C/O GARY & MAUREEN CARLSON 3891 62ND ST W EXCELSIOR MN 55331 PATRICIA B CHARNEY 3861 MEADOW LN EXCELSIOR MN 55331 CRAIG R & MARY L COURTNEY 3901 CRESTVIEW DR EXCELSIOR MN 55331 KENNETH C DURR 4830 W ESTGATE RD HOPKINS MN 55345 KEVIN T & MAUREEN S FARRELL 6541 MINNEWASHTA PKY EXCELSIOR MN 55331 MICHAEL J BARNES & TAMARA A DEVOS 3840 LINDEN CIR EXCELSIOR MN 55331 JEFFREY R BERGE & DENISE E ZOELLMER 3856 MEADOW LN EXCELSIOR MN 55331 BRIAN R CARLSON 3828 MEADOW CT EXCELSIOR MN 55331 STEPHEN A & SANTINA CASTER 3861 LINDEN CIR EXCELSIOR MN 55331 TIMOTHY J & MARY T COLLERAN 6560 MINNEWASHTA PKY EXCELSIOR MN 55331 HARRY A & CHRISTINE A DRAHOS 3911 LINDEN CIR EXCELSIOR MN 55331 STEVEN & LAURIE ERICKSON 3850 LESLEE CRV EXCELSIOR MN 55331 VINCENT & JANICE FEUERSTEIN 3880 LINDEN CIR EXCELSIOR MN 55331 DIANNE E BARTZ 3881 LESLEE CRV EXCELSIOR MN 55331 BLAKE L BOGEMA 3841 LINDEN CIR EXCELSIOR MN 55331 GARY CARLSON 3891 62ND ST W EXCELSIOR MN 55331 JOHN D & ELIZABETH W CHANDLER 6580 JOSHUA CIR EXCELSIOR MN 55331 DALE H COLLINS 10758 130TH ST GLENCOE MN 55336 HARRY M JR & ELAINE R DUNN PO BOX 343 EXCELSIOR MN 55331 ANTHONY SANTO FARINA & JILL CHRISTINE FARINA 6590 JOSHUA CIR EXCELSIOR MN 55331 DOUGLAS L & DENISE S FOOTE 3871 LESLIE CRV EXCELSIOR MN 55331 JOSEPH J & JEANIE B FROEHLING DAVID C & LISA A GAUPP PAVEL & OLGA L GLUSHENYA 3840 LESLEE CRV 3870 MEADOW LN 3891 MEADOW LN EXCELSIOR MN 55331 EXCELSIOR MN 55331 EXCELSIOR MN 55331 SCOTT A & KRISTIN A GUNDERSON WAYNE M HARTUNG & 6570 KIRKWOOD CIR TONI R JOHNSON HEIRS & ASSIGNS OF SCHMID'S EXCELSIOR MN 55331 6330 CHURCH RD ACRE TRACTS EXCELSIOR MN 55331 KEVIN R & MARY E HOFFMAN 6631 MINNEWASHTA PKY EXCELSIOR MN 55331 JEFFREY FJEWISON & LISA J W ECKW ERTH 3842 MEADOW CT EXCELSIOR MN 55331 WILLIAM H & KIMBERLY A KOHMAN 3780 MEADOW LN EXCELSIOR MN 55331 BRUCE W & ANGELA K LEACH 3910 LINDEN CIR EXCELSIOR MN 55331 THOMAS R & KAREN C LONDO 3764 LANDINGS DR EXCELSIOR MN 55331 RANDALL A & LISA M MAYER 3831 MEADOW LN EXCELSIOR MN 55331 STEVEN P & SHEILA A MCSHERRY 6571 KIRKWOOD CIR EXCELSIOR MN 55331 MINNEWASHTA CREEK HOMEOWNERS C/O NANCY NARR 3950 LINDEN CIR EXCELSIOR MN 55331 RICKY W & HEIDI S HUEFFMEIER 6551 KIRKWOOD CIR EXCELSIOR MN 55331 DANALJOHNSON 6671 MINNEWASHTA PKY EXCELSIOR MN 55331 KEITH R & JODI L KORINKE 6310 CHURCH RD EXCELSIOR MN 55331 DAVID C & SUSAN C LOCKWOOD 3810 LESLEE CRV EXCELSIOR MN 55331 MARK F MACPHERSON 6301 CARTWAY LN EXCELSIOR MN 55331 MARK W & JULIE W MCARTHUR 3765 LANDINGS DR EXCELSIOR MN 55331 DALE F & RUTH M MENTEN 6630 MINNEWASHTA PKY EXCELSIOR MN 55331 PATRICK L & BONNIE C MONAHAN 3801 MEADOW LN EXCELSIOR MN 55331 CHARLES R & CYNTHIA HULTNER 3900 LESLEE CRV EXCELSIOR MN 55331 DALE E & LINDA J KEEHL 3841 62ND ST W EXCELSIOR MN 55331 STEVEN C & JANET A LARSON 3861 LESLEE CRV EXCELSIOR MN 55331 LORI J LONDO 6640 MINNEWASHTA PKY EXCELSIOR MN 55331 JAMES E & PEGGY A MARKHAM 6520 KIRKWOOD CIR EXCELSIOR MN 55331 WILLIAM J & KAKI L MCREAVY 3790 MEADOW LN EXCELSIOR MN 55331 CRAIG C MILLER 6450 MINNEWASHTA PKY EXCELSIOR MN 55331 VICTOR Q & DIANE T MORAVEC TRUSTEES OF TRUST 3821 LINDEN CIR EXCELSIOR MN 55331 JOHN W & NANCY A NELSON LARRY L & LISA M NELSON RALPH A & SHIRLEY A NELSON 3891 LINDEN CIR 3860 LINDEN CIR 3800 MEADOW LN EXCELSIOR MN 55331 EXCELSIOR MN 55331 EXCELSIOR MN 55331 TIMOTHY M & MARY K O'CONNOR MARION A OLIN ROBIN S O'MEARA 14692 GLEN EDEN DR 6540 KIRKWOOD CIR 3814 MEADOW CT NAPLES FL 34110 EXCELSIOR MN 55331 EXCELSIOR MN 55331 ARTHUR R & SUSAN C ORNELAS 6576 JOSHUA CIR EXCELSIOR MN 55331 MARK D ROGERS & MARY KNUTSON 3851 LESLEE CRV EXCELSIOR MN 55331 TOD E & SUSAN M SCHILLING 3911 LESLEE CRV EXCELSIOR MN 55331 JEANIE ANN SEEHOF 6561 KIRKWOOD CIR EXCELSIOR MN 55331 DEAN A & JACQUELINE P SIMPSON 7185 HAZELTINE BLVD EXCELSIOR MN 55331 TERRANCE SR & SANDRA THOMPSON 3820 LINDEN CIR EXCELSIOR MN 55331 BRADLEY E & KAREN J VONRUDEN 3910 LESLEE CRV EXCELSIOR MN 55331 DIRK J & MARGARET E YOUNG 3830 MAPLE CIR EXCELSIOR MN 55331 MARK ORTNER 3920 LINDEN CIR EXCELSIOR MN 55331 MICHAEL R RYAN & ELLEN J HEM-RYAN 3850 MAPLE CIR EXCELSIOR MN 55331 DAVID A JR & RHONDA J SCHOELL 2301 SARAH ROSE LN REEDSBURG WI 53959 CITY OF SHOREWOOD 5755 COUNTRY CLUB RD EXCELSIOR MN 55331 MOMCILO SPASOJEVIC & SMILJANA SPASOJEVIC 3771 MEADOW LN EXCELSIOR MN 55331 TERRANCE LANE TOLL 6250 CARTWAY LN EXCELSIOR MN 55331 JAMES A & JEAN WAY 6641 MINNEWASHTA PKY EXCELSIOR MN 55331 MICHAEL P & LORI B ZUMWINKLE 7250 HILLSDALE CT CHANHASSEN MN 55317 KEVIN R & JULIA E PROHASKA 6424 LANDINGS CT EXCELSIOR MN 55331 THOMAS & LINDA L SANDER 3921 LINDEN CIR EXCELSIOR MN 55331 KATHY A SCHURDEVIN 3921 ASTER TRL EXCELSIOR MN 55331 DANIEL M & CHRISTINE A SIEWERT 3901 LESLEE CRV EXCELSIOR MN 55331 DAVID W & JULIE ANN TERPSTRA 6581 JOSHUA CIR EXCELSIOR MN 55331 TONKA THEATRE INC PO BOX 337 EXCELSIOR MN 55331 BRIAN L & BILLIE M WINDSCHITL 6591 JOSHUA CIR EXCELSIOR MN 55331 z 0 z nO + +� 0 � cZ pTm m o c rmom xm�n Z s .. Z m Z � 0 J � em�NNm Z (� m m m(PimN o 0 r 0 m m D m w D m 0 0 z l 1 C m z -I 0 C m m m z It e. 0 0/ n F6 / 127 6 == 9 ax� p m � a ??' � wo aYaa as X �atw_. 'N�L QI .qy _�W10 Ike iggz840_l:C�O 4 .ADE Op ' I 1 p0AVo ftB., O. 1117 g �q�' 'II��YY�� L0 p[n 4 . _ 0 884 BFa. 3q 4W2 'f ese '6 / �5- p06 952 s REqo.n srn�� iE 9� yq a T CITY OF CHANHASSEN 7700 Market Boulevard — P.O. Box 147 Chanhassen, MN 55317 — (952) 227-1100 DEVELOPMENT REVIEW APPLICATION PLEASE PRINT Applicant Name and Address: Comprehensive Plan Amendment Conditional Use Permit Interim Use Permit Non -conforming Use Permit Planned Unit Development' Rezoning Sign Permits Sign Plan Review Site Plan Review' l subdivision' 300. Planning Case No. D5 -oil CrI Y OF CHANHASSEN RECEIVED JUL 0 12005 CHANHASSEN PLANNINGIfEPT Owner Name and Address: Tien ZlAd M;ry C01�Vtn _�p.560 M�r,na,wash�z pXrdL.ray l=Yc2�SilX Mn1 5�3�1 Contact: -Fin (apjje rJ Phone: q52-+,4-4255 Fax: Email: fin(lera nab An {v2r{yhvo . Cw„ Temporary Sales Permit Vacation of Right-of-Way/Easements _ Variance zD(i Wetland Alteration Permit Zoning Appeal Zoning Ordinance Amendment Notification Deposit X &-$450 r Filing Fees/Attorney Cost"' P/SPR/VAC AR AP/Metes &Bounds nor SUB TOTAL FEE $ 11 - -S c'— 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. Twenty-six (26) full-size folded copies of the plans must be submitted, including an 81/z" X 11" reduced copy for each plan sheet along with a digital cop v in TIFF -Group 4 ('.tif) format. Applicant to obtain notification sign from City of Chanhassen Public Works at 1591 Park Road and install upon submittal of completed application. $100 damage deposit to be refunded to applicant when sign is returned following City Council approval. 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: �" / HrnnLWdS{�L� ( 4falls LOCATION: 0,60 N1rnnec�asi,�- /WIAGY LEGAL DESCRIPTION: MlnvIIWA5k-6 TOTALACREAGE: WETLANDS PRESENT: YES ✓ NO PRESENT ZONING: }PUpn �Itin,�ert L��,,r' A4�cr�n r REQUESTED ZONING: PU D I PRESENT LAND USE DESIGNATION: REQUESTED LAND USE DESIGNATIC REASON FOR REQUEST: This application must be completed in full and be typewritten or clearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, 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 Title, 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 correct to the best of my knowledge. w ate Date GAplanVonns\Development Review Application.DOC Rev. 4M DATE: Wednesday, July 21, 2005 FROM: Connie Villari, L.S. Cornerstone Land Surveying 200 E. Chestnut St., Suite 200 Stillwater. MN 55082 TO: Planning Staff City of Chanhassen 690 Coulter Drive Chanhassen, MN 55317-9683 RE: Variance request for private street — Minnewashta Creek Hill During our design of the 3 lot subdivision submitted here as Minnewashta Creek Hill we concluded that a private drive would be bettered suited to the site than public right of way. Our first priority regarding a street leading to the proposed development is to address the city staff s requested that access be limited from the existing 2 points of entry from Minnewashta Parkway to one in the interest of safety. In order to limit impact on this, and the surrounding properties, we have utilized the southerly most existing drive entrance from Minnewashta Parkway. This allows the greatest separation from Linden Circle which is the closest existing public intersection to the north. Based on the existing development patterns of the neighborhood, we feel that an extension of the public street system is unnecessary. All of the adjacent lots have adequate access to public right of way and this street will not serve any other parcels in the area. The private drive allows us to keep the grades as close to existing as possible, minimizing impact to the natural amenities of the site particularly at the rear of the property. As shown on exhibit A a total of 2 trees would be taken down with initial grading of the private drive and areas to the front of the garage of each lot. Since each house in this subdivision will be custom designed for the site, it is our intention to leave the rest of the grading to individual builders so that impact to the site is reduced. About 9 trees would need to be removed if the buildings were placed to maximize the pads shown on Exhibit A for a total of I 1 trees removed. Exhibit B shows a possible configuration and grading of lots in compliance with City of Chanhassen zoning code without the request of a private drive. Since a public road and cul de sac require a wider road section, and additional right of way, the building pads will have to be moved further to the rear of the lots and closer to the trees. The cul de sac layout would impact 27 trees as shown in Exhibit B. Another concern is to keep the amount of impervious surface to a minimum to reduce runoff. The private drive as shown on our plans and Exhibit A covers approximately 2, 670 square feet. A public right of way as shown on Exhibit B would cover about 6,550 square feet. Individual home driveways would total about 4,000 square feet in either option. As a point of comparison the driveway surface existing today totals about 5,875 square feet. Another point to consider is the impact of grading with the cul de sac option. The private drive allows for a slightly steeper grade and is much longer than the cul de sac. This allows us to follow approximately the same incline as the existing driveway, bringing the pads to about the same elevation as the existing house and terrain. This helps to reduce grading further minimizing impact to the trees and other amenities of the existing landscape. The cul de sac forces much more excavation and impacts 3 times as many trees. In effect the lot will need to be graded all the way to the rear lot lines eliminating nearly all of the trees in the rear yards. Although either option for development is feasible, we feel that the private drive will allow for orderly development of these lots, with the least impact on the natural amenities of this property. The private drive requires less tree removal, reduces grading, and reduces impervious areas allowing for less impact on the rear yards of the parcels in general. �—EXHIBIT A PROPOSED LAYOUT WITH PRIVATE ROAD �a I _ I iOiAL 40f A0A s f),IN y. rt. GVh I@A B]A p fa S>p ra2 / 239 pJ 'E 1o1AlLOf IREA . Nl.]R y, fa. 0 VHII.R QOAO I@A . YIJO 9. !a. DIIIE KEA . BK M, ry W /o 172,9, �j *L LO 0@A • ]sx � se6e w.f N3IAlE ¢oAn AHA . zn A. oea AIdA -Boa n. r.. m q 22 .(i TOTAL OF 11 TREES IMPACTED (BASED ON CURRENT HOUSE PLACEMENT) smut relax 200 East C665MN Stasa 0� � SaMaBr. MN 55a62 / VMm 651 275 E969 Fax 6512756916 dlcsbQ n�CkoM1na M SCALE: 1 INCH = 60 FEET NORTH CORNERSTONE L NU SURVEYING, INC -EXHIBIT B PROPOSED LAYOUT WITH CUL DE SAC i TOTAL OF 27 TREES IMPACTED (BASED ON CURRENT HOUSE PLACEMENT) sine Se l soo Sh GesMN 55W2 0 30 60 ^ SOF.65 MN 55976 \\\II PMne 65, 275 6969 Faz 65195BW6 tlXts� mJeotlusa SCALE: 1 INCH = 60 FEET NORTH ^� CORNERSTONE L NIJ SURVEYING, INC CORNERSTONE LAND SURVEYING, INC Send To: Shanneen AIJaff City of Chanhassen 690 Coulter Drive Chanhassen, MN 55317 Copies Date Suite 13100 200 E. Chestnut Steet Stillwater, MN 55082 Phone: 651-275-8969 Fax: 651-275-8976 cvcsls@mcleodusa.net Date: 7/21/200512:54 PM TRANSMITTAL From: Connie Villari Land Surveyor We are sending the following via: 0 Mail ❑ Courier ❑ Fedex ❑ Overnight These are Transmitted as checked: Description ❑ For approval ❑ For your use ❑ As requested ❑ For review Project Number: RR05001 16/1 red 7/21 /05 Engineering plan set 16/1 red 6/30/05 Preliminary/Final Plat/Tree/Private Drive rational Remarks: Josh, Please find the required copies, application and fee attached. Bob Rick will stop in early next week to pick up a notification sign. Please give me a call if you have any questions. Regards, Connie Villari, L.S. 38199 �Q`1 4r National Reprographic Workorder ORIF 11343 39th Street Nosh, Suite B, Lake Elmo. MN 55042O9586 Tel: 651.761.1790 Fax: 651.704.1791 Due Date: 21121 Due Time: Completed By: Account Name l CQhEZ Tp1,)r= Ordered By Account Number 13sp) Job Name M h%JV lELanSuTn Py—WY PO/Job Number Job Location Number of Originals 10 Number of Distributions Number of Sets 19.1 UPS Charges Size (4-Azz" Courier Charges Set Type - Full Size / Half Size Full Sets Civil, Arch, Struc Arch and Struc Arch Civil Project / Billing Notes: Project Manual Civil Package secs Books • White Original - National Reprographics, LLC File Copy • Yellow Copy - Return with Order to Cmtorner _ a r L ] MINNEWASHTA CREEK HILL PROPOSED IMPERVIOUS AREAS LOT 1 LOT 2 LOT 3 TOTAL LOT AREA - 23.474 sty R TOTAL LOT AREA - 20,7TB eg TL TOTAL LOT AREA - 17.119 ag f- 25i OF TOTAL LOT - 5.868 K f- 25% OF TOTAL LOT - 5,194 ag k 25% OF TOTAL LOT - 4,280 K fL PROP. PRIVATE OLIVE - 3 ag M PROP. PRIVATE DRIVE - Z230 K R PROP. PRIVATE DRIVE - O of fG PROP. DIRVEVAY . 1.600x s0. ft.PROP. DRIVE - 850x eg f. PROP. DRIVE - 1.6741 KR. PROP. HOUSE - 3.930x aq, fL PROP. Hq]SE- 2,114x ey ]L PROP. HOUSE ZBOBx ag (L NOTE: These numBws reflect proposed knper`ious weds as Mom m Ih, trvrng Fill pad and driveway locations and size to be determined by the ndiY d huzdere n order to conform to inpar`ious area requirements of the City of Chmhpseah PROPOSED DRAINAGE AND UTILITY EASEMENTS ARE THUS: M I00 I^I3I0 60 I EXISTING LEGAL DESCRIPTION: Lot I, Bbck 1, MINNEWASHTA CREEK FIRST ADOULA. urvever County, Minnesota. ♦ SURVEY NOTES: I. BEARINGS ARE PER THE RECORDED RAT OF MINNEWASHTA CREEK RRSTADDRION. 2. EASEMENTS, IF ANY, MAY DUST AND ARE NOT SHOWN ON THIS SURVEY. 3. NO WETLAND DELINEATIONS WERE PERFORMED FOR THIS SURVEY. 4, NO UNDERGROUND U71UMES WERE LOCATED OR SHOWN ON THIS SURVEY. 5 TREES WERE IDENTIFIED BY PRISCIUA LIANNON OF CORNERSTONE LAND SURVEYING. INC. ♦ GRADING NOTE EACH PROPOSED LOT WILL BE CUSTOM GRADED AS EACH INDmDLML LOT a DEVELOPED ♦ AREA: TOTAL PROPERTY=61.371 SO, Fr./IAl ACRES ♦ BUILDING SETBACKS SIDE 10 R. REAR 30 M ROAD 30M NW. DRNE 30 FT. + ZONING Lot I. Block 1. MlnneWsshta Creek F1111 Addition. Ca. County. per the Cry of Chanhassen, is zoned RSF (Sm,le Fanily Residential DIAricz) ♦ SYMBOLS: • DENOTES FOUND • UTILITY POKE 112-BRON PIPE ,. DCNT POUF O DENOTES SET 112' IRON OWtHFAD WPES MARRED R.L5. 25718 s MANHOKE _._. DENOTES IX6TkIL CATCH WON WATERMMIN CONCRETE - -- DENOTES EXISTING .•r EXISTING V.EVATgN SANITARY SEVER — DENOTES EXISTING STORM SEWER DENOTES TREE TO BE REMOVED USING CURRENT BUILDING CONFIGURATION, HOWEVER THE FINAL COPWIGUMUON AND TREE REMOVAL NEEDED WILL BE DETERMINED BY THE INDIVIDUAL SUE PLAN SUBMITTED BY THE BUILDER I I 1 I 16 61 I I BEING 5 FEET IN WIDTH AND AD.AMNING SIDE LOT LINES AND BEING 10 FEET IN WIDTH AND ADJOINING REAR LOT LINES AND RIGHT-OF-WAY LINES UNLESS OTHERMSE SHOWN. ♦ TREE NOTES 45 TOTAL TREES ON PROPERTY 2 TREE TO BE REMOVED BY CONSTRUCTION OF A 20 R PRIVATE DRIVE 9 TREES TO BE REMOVED USING CURRENT BUILDING CONFIGURATION, HOWEVER THE FINAL CONFIGURATION AND TREE REMOVAL NEEDED WILL BE DETERMINED BY THE INDIVIDUAL SUE PLAN SUBMTTED BY THE BUILDER TREES TO BE REMOVED AT TIME OF BUILDING CONSTRUC]ION ®CALLBd1ETQl pO Gopher State One Call 1WMCIIy Mht 65t� 11616 TRL111� 1-800.252-1186 CHANHASSEN CONTACT: OWNER: TIMOTHY J 3 MARY T COLLERAN 6560 MlnneWashM Pky Excelsior, MN 55331 DEVELOPER: BOB RICK 523 Lake AV. St. PaYI, MN 55110 telex 612 805-5773 COUNTY: CARVER COU NTY SEAL: 1NE STATE OF YINNFWTA DDESNOT REa1M1F A5FAL CERTIFICATION: ♦ 1 trrelN renxy out rnis PMn.ss peparee By me, w uMet uN eeecl supervifon aM MatlamaOuN Lkenuo laM wrveyw YMerr ��rM sbtt W MMHESOTA a YI L TM1umes Repis ration No'. 25]IR Oate.6-29-05 REVISIONS: ♦ MTf REVISKH 6-)e-0S SURVEY -21-0RossS REV6FffA OlY PROJECT LOCATION: 6560 MINNWASHTA PKWY EXCELSIOR, MINNESOTA P.I.D.43E25480001 0 Ili Sude aB1 W East Chestnut SVeet SBNwler, MN 55082 PMne 651 275 8% \51 I]5 897 Ws dit s® leodusa el CORNERSTONE LAN[3 SURVEYING, INC FILENAME LMMR01 PROJECT NO a a star PRELIMINARY PLAT txisT G 2 0 st I b1 HXMN q. i 0 MIf . L4 4 r, MINNEWASHTA CREEK HILL y elmTkK V t4 >7y J E118rK EIIBiI QEItlVFD NIMBI O4h sit / 4 \ I.- we -N wi 01 �P Mc DlA"iVan VICINITY MAP 7 OIYOFCIMNMASW LOVER COIMY, M6VMLSOM rc O Pyk �SP moscALD Y aus1 753TM m. r4 se9 Ni DN !20' a. \ Y PEIWIIC 1LT95 M. s J55% M 1N ]OJ6 y_ M1 = e9 eS 1 h s< 6LTI M- R. \ t \ \ , — \V OCHANHASSEN NORTH CONTACT: 0^ ^30 60 I - OWNER: TIMOTHY.I& MARY T COLLERAN 6560 Mi53 Fiky ERcelslo,, q WIN MN 55331 DEVELOPER: EXISTING LEGAL DESCRIPTION: BOB RICK ♦ 523 Lake AV. Lot I. Block 1, MINNEWASHMA CREEK FIRST ADOPTION, Caner County, St. Paul, MN 55110 Minnesota. Felt: 612 805-S773 COUNTY: TREE SURVEY NOTES: 1. TREES WERE IDENOHED BY FRA MOUSHANNON OF CA ME: R CORNERSTONE LAND SURVEYING. INC. AND FIELD C1=30 LOCATED. 2. TREE COVEMGES WERE TAKEN FROM AERIAL PHOTOS. SEAL: THE STATE OF MINNEfOTA ODES HOT GRADING NOTE BEOUMEAsswI EACH LOT WILL BE CUSTOM LFAIXD AS EACH DIVIDUAL L INOTT IS DEVELOPED DUAL L CERTIFICATION: ♦ CANOPY AREAS: I'Nat,IXlNNY I., 'his Fast — sae 'aM ♦ m a ty e. emitter my direct p twnV TOTAL PROPERTY=61.371 SO. FT./1.a1 ACRES that lam a 6uN Lii lane 1, EXISTI UN0% =A9.eY •Mer�rMN of nHHf50TA. -9.520 CANOPY REMOVED - B,SlD=13.9Y CANOFY CANOPY AFTER REMOVAA 21795=35.SY L3Mnmea 0.pn auan Na: 25719 MU 7-21-D5 REVISIONS: SYMBOLS: DATE aEvww ♦ 1-21-0 IwTI.LLP1.Vl � DENOTE IXSHNL THE Y@� DENOTES TREE TO BE REMOVED USING PROJECT LOCATION: CURRENT BUILDING CONFIGURATKKJ, HOWEVER THE FINAL CONFIGURATNOY AND TREE REMOVAL NEEDED WILL BE DETERMINED BY THE INDIVIDUAL SITE PLAN SUBMITTED BY 6560 MINNWASNTA PKWY THE BUILDER. D(CELSIOR, MINNESOTA P.1.0.02 5480001 0 0 DENOTES IXOTINL TREE CANOR' DENOTES CANOPY TO BE REMOVED A. 61Mei8100 v 260 East CMe1nN 6trate SElwter, MN SSU82 PIIo. 651275.8969 TREE NOTES Fa 65F 2758976 ♦ 6BzaY� 45 TOTAL TREES ON PROPERTY �nUeo6uw 2 TREE TO BE REMOVED BY CONSTRUCTION M A 20 FT. PRIVATE DRIVE 9 TREES TO BE REMOVED USING CURRENT BUILDING CONFIGURATION. HOWEVER THE FINAL CONFIGURATION AND ,R y TREE REMOVAL NEEDED WILL BE DETERMINED BY ME INDIVIDUAL SITE PLAN SUBMITTED BY THE IRRXR- TREES TO BE REMOVED AT TIME OF BUILDING CONSTRUCTION CORNERSTONE LANU SURVEYING, INC a2E reaEYDum FRE xaal[ swWuol ®Gopher State One Call TWNQ N 651ti5A-0002 TOIL FREE '-wo-zsi-1166 TREE INVENTORY/CANOPY PLAN MINNEWASHTA CREEK HILL KNOW ALL MEN BY THESE PRESENTS: That Brick Properties, LLC, a limited liability company, fee owner of the following described property situated in the County of Carver, State of Minnesota, to wit: Lot 1, Block 1, MINNEWASHTA CREEK FIRST ADDITION, Carver County, Minnesota. Has caused the same to he surveyed and platted as MINNEWASHTA CREEK HILL and does hereby donate and dedicate to the public for public use forever the easements for drainage and utility purposes as shown on the plat. In witness whereof said Brick Properties, LLC, a limited liability company, has caused these presents to be signed by its proper officer this _ day of , 200_. BRICK PROPERTIES, LLC, a limited liability company Robert L. Rick, Chief Manager STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this _ day of _ , 200_, by Robert L Rick, Chief Manager of Brick Properties, LLC, a limited liability company, on behalf of the company. Notary Public County, Minnesota My Commission Expires I hereby certify that I have surveyed and platted the property described on this plat as MINNEWASHTA CREEK HILL; that the plat is a correct representation of the survey; that all distances are correctly shown on the plat in feet and hundredths of a foot; that all monuments will be correctly placed in the ground as shown, in accordance to Minnesota Statutes, Section 505.02, Subd. 1 ; that the outside boundary lines are correctly designated on the plat and that there are no wet lands as defined in Minnesota Statutes Section 505.02. Subd. 1 or public highways to be designated other than as shown. Daniel L Thurmes, Land Surveyor Minnesota License No. 25718 STATE OF MINNESOTA COUNTY OF The foregoing Surveyor's Certificate was acknowledged before me this _ day of , 200_ by Daniel L Thurmes, Land Surveyor, Minnesota License No. 25718. Notary Public County, Minnesota My Commission Expires iRNERSTONE D SURVEYING. INC CHANHASSAN, MINNESOTA This plat of MINNEWASHTA CREEK HILL was approved and accepted by the City Council of Chanhassen. Minnesota, at a regular meeting thereof, held this _ day of _ , 200__, and is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. All monuments will be set as specified by the City Council and as stated on this plat, according to Minnesota Statue, 505.02, Subd. 1. CITY COUNCIL OF THE CITY OF CHANHASSAN, MINNESOTA By: Mayor By: ___ , Administrator COUNTY SURVEYOR, Carver County, Minnesota Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this ___ day of , 200_. By John E. Freemyer, Carver County Surveyor COUNTY AUDITOR, Carver County, Minnesota I hereby certify that taxes payable in and prior years have been paid for land described on this plat Dated this _ day of , 200__. By: Mark Lundgren, County Auditor COUNTY RECORDER, Carver County, Minnesota 1 hereby certify that this plat of MINNEWASHTA CREEK HILL was filed this _ day of , 200 at o'clock _.M. as Document No. BY. Carl W. Hanson, Jr., County Recorder D r1CC1 I Vr L Dm CC1 MINNEWASHTA CREEK HILL AERSTONE SURVEYING. INC O NORTH IO��3060 0 L.I SCALI DRAINAGE AND UTILITY EASEMENTS ARE SHOWN AS THUS: I I l I I Is e I BEING 5 FEET IN WIDTH AND AD"NING SIDE LOT LINES AND BEING 10 FEET IN MOM AND ADJOINING REAR LOT LINES AND RIGHT—OF—WAY LINES UNLESS OTHERWISE SHOWN. O Dmotes 112 inch iron pipe set mocked RES 25718 • Dmotes Pound 112 inch iron mmummt The westerly line of Lot 1" Block 1" MINNEWASHTA GREEK FIRST ADDITION. is assumed to how o bearing o/ N14dS6"00-E. b"LL I L UH L �,HIGt l b MEMORANDUM CITYOF TO: Sharmeen Al-Jaff, Senior Planner CIIANIIASSEN 7700 Market Boulevard FROM: Todd Hoffman, Park and Recreation Director PO Box 147 Chanhassen, MN 55317 DATE: July 11, 2005 (Administration Phone:952.227.1100 SUBJ: Minnewashta Creek Hill: Park and Trail Conditions of Approval Fax: 952.227.1110 Building Inspections Phone:952.227.1180 PARKS Fax: 952.227.1190 Engineering The three homes proposed for Minnewashta Creek Hill will have convenient access Phone: 952.227.1160 to Roundhouse Park located less than one-half mile to the south of the property. Fax:952,227.m0 The park is eight acres in size and features a public swimming beach, fishing pier, Finance ice rink, warming house and shelter building, playground, basketball court, open Phone:952.227.1140 field, picnic area, benches and trail. Fax: 952.227.1110 Park & Recreation TRAR S Phone: 952.227.1120 Fax: 952.227.1110 A popular section of the city's comprehensive trail system is located at the front on Recreation Center 2310Cculter8oulevard each of the proposed lots. This trail section travels along Minnewashta Parkway P P� g Y Phone:952.227.1400 from Highway 5 to Highway 7, extending to the east at Highway 7. This trail will Fax:952.227.1404 serve as a convenient pedestrian access from the new homes to Roundhouse Park. Manning & Natural Resources PARK AND TRAIL CONDITIONS OF APPROVAL Phone: 952.227.1130 Fax: 952.227.1110 In lieu of any land dedication, full park fees shall be collected at the time of platting. Public works With the one existing home, the total park fee for Minnewashta Creek Hill will be 1Park Road $8,000. Additional trail construction is not required as a part of this project; Phone: Phone: 952.227.1300 Fax:952.227.1310 however during demolition and construction, the existing pedestrian trail shall be protected and remain open. No construction equipment shall be parked on or use Senior Center the trail as a staging area during construction. In addition, all match points Phone: 952.227.1125 Fax: 952.227.1110 encountered on the trail for demolition and/or construction shall be professionally constructed. Web site www.ci.chanhassen.mn.us G:\plan\2005 Planning Cases\05-25 Minnewashta Creek Hill\park comments.doc The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A gnat place to live, work, and play. CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC BEARING PLANNING CASE NO. 05-25 NOTICE IS HEREBY GIVEN that the Chanhassen Planning Commission willholda publichearing on Tuesday, August 2, 2005, at 7:00 p.m. in the Council Chambers in Chanhassen City Hall, 7700 Market Blvd. The purpose of this hearing is to consider a request for 3-Lot Subdivision with Variances on property wired PUD-R, Planned Unit Development -Residential District, located at6560MfnnewashtaParkway (Lot 1, Block 1, Minnewashta Creek First Addition)-Minnewashta Creek Hills. Applicant: Robert Rick. A plan showing the location of the proposal isavailableforpublicmvfew at City Hall during regular business hours. All interested persons are invited to attend this public hearing and express their opinions with respect to this proposal. Sharmeen AI-Jaff, Senior Planner Email: saliaffAci.chanhassen.mn.us Phone: 952-227- 1134 (Published in the Chanhassen Villager on Thursday, July 21, 2005; No. 4401) Affidavit of Publication Southwest Suburban Publishing State of Minnesota) )SS. County of Carver ) Laurie A. Hartmann, being duly sworn, on oath says that she is the publisher or the authorized agent of the publisher of the newspapers known as the Chaska Herald and the Chanhassen Vil- lager and has full knowledge of the facts herein stated as follows: (A) These newspapers have complied with the requirements constituting qualification as a legal newspaper, as provided by Minnesota Statute 331A.02, 331A.07, and other applicable laws, as amended. �) (B) The printed public notice that is attached to this Affidavit and identified as No._YYd_L was published on the date or dates and in the newspaper stated in the attached Notice and said Notice is hereby incorporated as part of this Affidavit. Said notice was cut from the columns of the newspaper specified. Printed below is a copy of the lower case alphabet from A to Z, both inclusive, and is hereby acknowledged as being the kind and size of type used in the composition and publication of the Notice: abodefghykhnnopgrstu B Laurie A. Hartmann Subscribed and sworn before me on Ai - this pLL—day of � ZOOS Notary Public GWEN M. RADUENZ NOTARY PUBLIC - MINNESOTA - My Commssm Espm Jan 31,2010 RATE INFORMATION Lowest classified rate paid by commercial users for comparable space.... $22.00 per column inch Maximum rate allowed by law for the above matter ................................ $22.00 per column inch Rate actually charged for the above matter ............................................... $11.18 per column inch SCANNED DATE: Wednesday, July 21, 2005 FROM: Connie Villari, L.S. Cornerstone Land Surveying 200 E. Chestnut St., Suite 200 Stillwater, MN 55082 TO: Planning Staff City of Chanhassen 690 Coulter Drive Chanhassen, MN 55317-9683 RE: Variance request for private street — Minnewashta Creek Hill During our design of the 3 lot subdivision submitted here as Minnewashta Creek Hill we concluded that a private drive would be bettered suited to the site than public right of way. Our first priority regarding a street leading to the proposed development is to address the city staff s requested that access be limited from the existing 2 points of entry from Minnewashta Parkway to one in the interest of safety. In order to limit impact on this, and the surrounding properties, we have utilized the southerly most existing drive entrance from Minnewashta Parkway. This allows the greatest separation from Linden Circle which is the closest existing public intersection to the north. Based on the existing development patterns of the neighborhood, we feel that an extension of the public street system is unnecessary. All of the adjacent lots have adequate access to public right of way and this street will not serve any other parcels in the area. The private drive allows us to keep the grades as close to existing as possible, minimizing impact to the natural amenities of the site particularly at the rear of the property. As shown on exhibit A a total of 2 trees would be taken down with initial grading of the private drive and areas to the front of the garage of each lot. Since each house in this subdivision will be custom designed for the site, it is our intention to leave the rest of the grading to individual builders so that impact to the site is reduced. About 9 trees would need to be removed if the buildings were placed to maximize the pads shown on Exhibit A for a total of 11 trees removed. Exhibit B shows a possible configuration and grading of lots in compliance with City of Chanhassen zoning code without the request of a private drive. Since a public road and cul de sac require a wider road section, and additional right of way, the building pads will have to be moved further to the rear of the lots and closer to the trees. The cul de sac layout would impact 27 trees as shown in Exhibit B. Another concern is to keep the amount of impervious surface to a minimum to reduce runoff. The private drive as shown on our plans and Exhibit A covers approximately 2, 670 square feet. A public right of way as shown on Exhibit B would cover about 6,550 square feet. Individual home driveways would total about 4,000 square feet in either option. As a point of comparison the driveway surface existing today totals about 5,875 square feet. Another point to consider is the impact of grading with the cul de sac option. The private drive allows for a slightly steeper grade and is much longer than the cul de sac. This allows us to follow approximately the same incline as the existing driveway, bringing the pads to about the same elevation as the existing house and terrain. This helps to reduce grading further minimizing impact to the trees and other amenities of the existing landscape. The cul de sac forces much more excavation and impacts 3 times as many trees. In effect the lot will need to be graded all the way to the rear lot lines eliminating nearly all of the trees in the rear yards. Although either option for development is feasible, we feel that the private drive will allow for orderly development of these lots, with the least impact on the natural amenities of this property. The private drive requires less tree removal, reduces grading, and reduces impervious areas allowing for less impact on the rear yards of the parcels in general. EXHIBIT A PROPOSED LAYOUT WITH PRIVATE ROAD ID AI4:A a MC6 w. t. � OS o � pmb � OJ I roru. LOr A@A - 20.n6 0 GRIYAIE 40w IgA - 2230 p. ra pW aQA y °j». mr� 26 1 mi \° �I2e ' P� oll�30 ru �m q4A A 2R �LMYAIE R. IHA FA-KO° • w ARFA - R32 eF �p lIg J9 f � `J _. _ egX C _,`.JI.z• � �y � .woo � ' \ _ � mg yy. TOTAL OF 11 TREES IMPACTED (BASED ON CURRENT HOUSE PLACEMENT) Sune#Blw 2W Ea51 Ce wvt Slreel SUINSMr. MN 55662 0 30 C POo� 65195.0969 Fu 651275 8926 OXtsb® m Jeod SCALE: 1 INCH = 60 FEET NORTH CORNERSTONE LAND SURVEYING, INC EXHIBIT B PROPOSED LAYOUT WITH CUL DE SAC TOTAL OF 27 TREES IMPACTED (BASED ON CURRENT HOUSE PLACEMENT) 0 30 60 %%m� 0 SCALE: 1 INCH = 60 FEET NORTH S C r MN60ee, ShlwaMr. MN 55663 F. 651275 6 m \ McaN� myMd�ea CORNERSTONE L NU SURVEYING. INC DATE: Wednesday, July 21, 2005 FROM: Connie Villari, L.S. Cornerstone Land Surveying 200 E. Chestnut St., Suite 200 Stillwater, MN 55082 TO: Planning Staff City of Chanhassen 690 Coulter Drive Chanhassen, MN 55317-9683 RE: Variance request for private street — Minnewashta Creek Hill During our design of the 3 lot subdivision submitted here as Minnewashta Creek Hill we concluded that a private drive would be bettered suited to the site than public right of way. Our first priority regarding a street leading to the proposed development is to address the city staff's requested that access be limited from the existing 2 points of entry from Minnewashta Parkway to one in the interest of safety. In order to limit impact on this, and the surrounding properties, we have utilized the southerly most existing drive entrance from Minnewashta Parkway. This allows the greatest separation from Linden Circle which is the closest existing public intersection to the north. Based on the existing development patterns of the neighborhood, we feel that an extension of the public street system is unnecessary. All of the adjacent lots have adequate access to public right of way and this street will not serve any other parcels in the area. The private drive allows us to keep the grades as close to existing as possible, minimizing impact to the natural amenities of the site particularly at the rear of the property. As shown on exhibit A a total of 2 trees would be taken down with initial grading of the private drive and areas to the front of the garage of each lot. Since each house in this subdivision will be custom designed for the site, it is our intention to leave the rest of the grading to individual builders so that impact to the site is reduced. About 9 trees would need to be removed if the buildings were placed to maximize the pads shown on Exhibit A for a total of 1 I trees removed. Exhibit B shows a possible configuration and grading of lots in compliance with City of Chanhassen zoning code without the request of a private drive. Since a public road and cul de sac require a wider road section, and additional right of way, the building pads will have to be moved further to the rear of the lots and closer to the trees. The cul de sac layout would impact 27 trees as shown in Exhibit B. Another concern is to keep the amount of impervious surface to a minimum to reduce runoff. The private drive as shown on our plans and Exhibit A covers approximately 2, 670 square feet. A public right of way as shown on Exhibit B would cover about 6,550 square feet. Individual home driveways would total about 4,000 square feet in either option. As a point of comparison the driveway surface existing today totals about 5,875 square feet. Another point to consider is the impact of grading with the cul de sac option. The private drive allows for a slightly steeper grade and is much longer than the cul de sac. This allows us to follow approximately the same incline as the existing driveway, bringing the pads to about the same elevation as the existing house and terrain. This helps to reduce grading further minimizing impact to the trees and other amenities of the existing landscape. The cul de sac forces much more excavation and impacts 3 times as many trees. In effect the lot will need to be graded all the way to the rear lot lines eliminating nearly all of the trees in the rear yards. Although either option for development is feasible, we feel that the private drive will allow for orderly development of these lots, with the least impact on the natural amenities of this property. The private drive requires less tree removal, reduces grading, and reduces impervious areas allowing for less impact on the rear yards of the parcels in general. a- EXHIBIT A PROPOSED LAYOUT WITH PRIVATE ROAD TOTAL OF 1 1 TREES IMPACTED (BASED ON CURRENT HOUSE PLACEMENT) � sweafi,00 200 Ees, CNesNN SbeM 0� � 6V9wa,eq MN SS66Z / PMne 6513]5.696 Fax 651.27 97: tlXuls® r XOOusa SCALE: 1 INCH = 60 FEET NORTH CORNERSTONE LAND SURVEYING, INC a -EXHIBIT B PROPOSED LAYOUT WITH CUL DE SAC TOTAL OF 27 TREES IMPACTED (BASED ON CURRENT HOUSE PLACEMENT) sune.e,00 2W East Cneztnm street Sbla er, MN 55M 0 30 C PM.6513]56969 F. 651 Z]5 69]6 no afi<ars@ fm"' rrrJeaeusa SCALE: 1 INCH = 60 FEET NORTH CORNERSTONE I NU SURVEYING, INC CITY OF CHANHASSEN STAFF REPORT PC DATE: August 2, 2005 CC DATE: August 22, 2005 REVIEW DEADLINE: August 30, 2005 CASE #: 05-25 BY: Al-Jaff PROPOSAL: Preliminary Plat to Subdivide a 1.4 Acre Lot into Three (3) Single -Family Lots with Variance, Minnewashta Creek Hill LOCATION: Lot 1, Block 1, Minnewashta Creek First Addition, 6560 Minnewashta Parkway. APPLICANT: Robert Rick Tim and Mary Colleran 4700 Otter Lake Road 6560 Minnewashta Parkway White Bear Lake, MN 55110 612-805-5773 brickii@comcast.com Excelsior, MN 55331 952-484-4255 tcollera@dohentyhro.com PRESENT ZONING: PUD-R, Planned Unit Development -Residential 2020 LAND USE PLAN: Residential Low Density (Net Density 1.2 — 4.0 units per acre) ACREAGE: 1.4 acres DENSITY: 2.1 Units per Acre Gross 2.1 Units per Acre Net SUMMARY OF REQUEST: Subdivision of 1.4 acres into 3 single-family lots and a variance to allow a private street to serve the development. Notice of this public hearing has been mailed to all property owners within 500 feet. Staff is recommending approval of the request. LEVEL OF CITY DISCRETION IN DECISION -MAKING: The City's discretion in approving or denying a preliminary plat is limited to whether or not the proposed plat meets the standards outlined in the Subdivision Regulations and Zoning Ordinance. If it meets these standards, the City must approve the preliminary plat. This is a quasi-judicial decision. The City's discretion in approving or denying a variance is limited to whether or not the proposed project meets the standards in the Subdivision Ordinance for a variance. The City has a relatively high level of discretion with a variance because the applicant is seeking a deviation from established standards. This is a quasi-judicial decision. NNE' Minnewashta Creek Hills -Planning Case No. 05-25 August 2, 2005 Page 2 PROPOSAL/SUMMARY The applicant is proposing to subdivide 1.4 acres into 3 single family lots. The property is zoned Planned Unit Development -Residential (PUD-R). The site contains a single family home which is proposed to be demolished. Access to the site is gained via an existing "U" shaped driveway off of Minnewashta Parkway. The variance in this application is to allow a private street to serve this development. The subdivision ordinance requires a variance be granted in order to allow a private street. Staff is recommending approval of the variance to minimize grading and tree loss. This issue is discussed in detail later in the report. Staff has been working with the applicant for several months. Several development scenarios were examined. Staff directed the applicant to show how the site would develop if a public street was constructed. Minnewashta Creek Hills -Planning Case No. 05-25 August 2, 2005 Page 3 Exhibit B shows the site served via a public street. This concept mass grades the site, removes most of the vegetation and utilizes retaining walls, which the use of a private street avoids. EXHIBIT B PROPOSED LAYOUT WITH CUL DE SAC � 1 AV K- IN NiI� 1:6 + o 1 \r The proposed subdivision has an average lot size of 20,457 square feet with a resulting gross and net density of 2.1 units per acre. The site is located west of Minnewashta Parkway and south of Linden Circle. All three lots meet the minimum area, width, and depth requirements of the Zoning Ordinance. The site has mature trees which the applicant is making an effort to preserve. In reviewing this plat, staff examined the width of the right-of-way for Minnewashta Parkway. The current right-of-way is deficient in width. The ordinance requires an 80-foot width. The existing right-of-way is 66 feet wide. Any improvements or additional needed right-of-way was acquired with the improvements of Minnewashta Parkway in the early 1990's. Staff is recommending no additional right of way be dedicated. Minnewashta Creek Hills -Planning Case No. 05-25 August 2, 2005 Page 4 hi summary, staff believes that the proposed subdivision is well designed. Minor revisions will be required. We are recommending that it be approved with a variance to allow a private street with conditions outlined in the staff report. BACKGROUND Minnewashta Creek First Addition On May 5, 1976, the plat of Minnewashta Creek First Addition was filed with Carver County. It created three (3) lots and 2 outlots. Lot 1, Block 1 contained a single-family home (subject site proposed for resubdivision). Lots 1 and 2, Block 2, were created for single-family homes. Outlot A was reserved for future subdivision and Outlot B was created to act as a beachlot. Minnewashta Creek Second Addition On April 26, 1979, the plat of Minnewashta Creek Second Addition was filed with Carver County. This subdivision replatted Outlot A, Minnewashta Creek First Addition into 36 lots to house single- family homes. The lot areas ranged from 12,665 square feet to 38,850 square feet with an average lot size of 18,899 square feet. MINNEWASHTA CREEK FIRST ADDITION n . I Outlot A Outlot B Loot 1 Block 2 Lot 1, Block 1 — Lot 2, Block 2 MINNEWASHTA CREEK SECOND ADDITION , Ck, . .FJi.-ugg-) O— Minnewashta Creek Hills -Planning Case No. 05-25 August 2, 2005 Page 5 Minnewashta Creek Third Addition On May 28, 1982, the plat of Minnewashta Creek Third Addition was filed with Carver County. This subdivision replatted the most westerly six lots of the Minnewashta Creek Second Addition into twelve (12) twinhome lots. Two of these lots were consolidated and MINNEWASHTA CREEK THIRD ADDITION %� — — --- zno ' �A- Min - contain a single-family home. This subdivision reduced the average lot size for Minnewashta Creek Second Addition from 18,899 square feet to 16,594 square feet. PRELEMNARY PLAT The applicant is proposing to subdivide a 1.4 acre site into 3 single-family lots. The gross and net density of the site is 2.1 units per acre. All three lots exceed the minimum 15,000 square feet of area, with an average lot size of 20,457 square feet. All three proposed lots meet the minimum width and depth requirements of the Zoning Ordinance. One issue that is of concern to staff is the hard surface coverage on these lots. The applicant performed calculations based on a 25% hard surface coverage; however, since the existing zoning is Planned Unit Development, the hard surface coverage should be 30%. As such, the site coverage area on each lot will increase by 5%. Also, the applicant is showing the homes set back 30 feet from the private street right-of-way/easement. This development is in the shoreland management district which requires a 20-foot setback from the private street. Staff notes that the proposal is consistent with the Comprehensive Plan and generally consistent with the Zoning Ordinance. WETLANDS There are no wetlands on this site. LAKES The proposed project is within 1,000 feet of the ordinary high water level (OHW) of Lake Minnewashta and is therefore within the lake's shoreland district. Lake Minnewashta is Minnewashta Creek Hills -Planning Case No. 05-25 August 2, 2005 Page 6 classified as a recreational development lake by the Minnesota Department of Natural Resources (DNR). The minimum lot size is 15,000 square feet and the minimum lot width is 90 feet. GRADING, DRAINAGE & EROSION CONTROL The 1.41-acre site currently has one single-family home amid numerous significant trees. The existing house and driveway will be removed. The developer's engineer submitted a site plan with a cul-de-sac designed to meet the City standards for a public, local street. To achieve this design the majority of the site would have to be graded and 60% of the trees would have to be removed in order to construct the cul-de-sac. Due to the environmental sensitivity of the site, the developer proposes to construct a 20-foot wide private street within a 30-foot wide driveway, drainage and utility easement. This proposal requires mass grading of approximately half of the site to construct the private street, resulting in saving 80% of the trees. The developer proposes custom -graded lots for all three lots, therefore detailed grading, drainage, tree removal and erosion control plans must be submitted with the building permit for each lot. As -built surveys for each lot must also be submitted before a Certificate of Occupancy will be issued. The site currently drains from the southwest to the north and to the east. The proposed drainage pattern is consistent with the existing drainage pattern and will not increase the surface area draining to the existing single-family property to the north. The developer has submitted drainage calculations for the existing and proposed conditions, which indicate that the proposed development will not significantly increase the amount or rate of runoff from the site. The developer is required to extend private storm sewer from the existing 27-inch trunk storm sewer within Minnewashta Parkway to the site. This storm sewer will capture runoff from the proposed private driveway and from the front yard of Lot 2. The driveway grade must be adjusted so that runoff from the driveway will sheet drain to the east. The grades east of the proposed private drive must be adjusted to provide a drainage swale along the east side of the driveway to the proposed catch basin. The plan does not identify any retaining walls. Any proposed retaining wall over four feet high requires a building permit and must be designed by a Professional Engineer registered in the State of Minnesota. Tree preservation fencing must be installed at the limits of tree removal. All disturbed areas, as a result of construction, shall be seeded and mulched or sodded immediately after grading to minimize erosion. A 75-foot minimum rock construction entrance must be added to the entrance that will be accessed during construction. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with a detailed haul route and traffic control plan. The grading plan should be revised to show silt fence down slope of all disturbed areas. Chanhassen's standard detail for silt fence (Plate 5300) should be included in the plans. Minnewashta Creek Hills -Planning Case No. 05-25 August 2, 2005 Page 7 Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Type of Slone Time (Maximum time an area can Steeper than 3:1 7 days remain open when the area 10:1 to 3:1 14 days is not actively being worked.) Flatter than 10:1 21 days These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as -needed. SURFACE WATER MANAGEMENT FEES Water Quality Fees Because of the impervious surface associated with this development, the water quality fees for this proposed development are based on single-family residential development rates of $1,093/acre. Based on the proposed developed area of approximately 1.41 acres, the water quality fees associated with this project are $1,541. Water Quantity Fees The SWMP has established a connection charge for the different land uses based on an average citywide rate for the installation of water quantity systems. This cost includes land acquisition, proposed SWMP culverts, open channels, and storm water ponding areas for runoff storage. Single- family residential developments have a connection charge of $2,705 per developable acre. This results in a water quantity fee of approximately $3,814 for the proposed development. At this time, the estimated total SWMP fee, due payable to the City at the time of final plat recording, is $5,355. Other Agencies The applicant shall apply for and obtain permits from the appropriate regulatory agencies as necessary (e.g., Minnesota Pollution Control Agency (NPDES Phase II Construction Site Permit), (for dewatering)) and comply with their conditions of approval. UTILITIES The developer shall also extend storm sewer from the existing storm sewer manhole within Minnewashta Parkway at the south end of the property. The upstream storm sewer structure shall have a catch basin cover and a three-foot sump. Minnewashta Creek Hills -Planning Case No. 05-25 August 2, 2005 Page 8 The developer proposes to extend 6-inch lateral sanitary sewer from the existing stub within Minnewashta Parkway to the proposed manhole within the private driveway. The as -built utility information for this area does not show a sanitary sewer stub at this location. The utility plan identifies a 4-inch wet tap from the existing 12-inch trunk watermain within Minnewashta Parkway and installing 4-inch lateral watermain to the south side of the private drive. The lateral sanitary sewer and watermain connections to the existing trunk utilities must be north of the proposed private drive. The developer shall extend 8-inch lateral sanitary sewer from the existing manhole (top elevation 951.23'). The alignment of the lateral sanitary sewer within the site shall be similar to the original proposal; however, a manhole must be installed wherever a bend is proposed in the sanitary sewer. Individual sanitary sewer services must be 6 inches diameter. Six-inch lateral watermain shall be wet tapped from the existing trunk utility. A gate valve must be installed immediately west of the wet tap. The lateral watermain within the site shall be similar to the original proposal. A hydrant is required at the end of the proposed watermain for flushing purposes. Both the lateral watermain and sanitary sewer will be publicly owned and maintained. Additional drainage and utility easements may be required based on the revised utility plan. Easements shall be minimum 20 feet wide centered over each utility. The developer will be responsible for extending lateral sewer and watermain within the site, therefore the sanitary sewer and water lateral charges will be waived. According to the City's Finance Department records, the parcel was previously assessed for one sanitary sewer and water hookup; therefore, sanitary sewer and water hookup charges must be paid for two lots. The 2005 trunk hookup charge is $1,458.00 for sanitary sewer and $2,955.00 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. The existing sanitary sewer and water services to the existing home must be removed or properly abandoned. Public utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. Detailed construction plans and specifications must be submitted at time of final plat. The applicant is required to enter into a development contract with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements and the conditions of final plat approval. Permits from the appropriate regulatory agencies will have to be obtained, including but not limited to the MPCA, Department of Health, MCES, and Watershed District. Minnewashta Creek Hills -Planning Case No. 05-25 August 2, 2005 Page 9 STREETS Minnewashta Parkway is an A Minor Connector as identified in the 2020 Comprehensive Plan. The one-half right-of-way requirement for Minnewashta Parkway is 40 feet. The existing one- half right-of-way ranges from 40 feet on the north side to 33 feet on the south side. Any improvements or additional needed right-of-way was acquired with the improvements of Minnewashta Parkway. Staff is recommending no additional right-of-way be dedicated. The developer proposes to construct a 20-foot wide private drive to serve the three proposed lots. The private drive will intersect Minnewashta Parkway at approximately the same location of the southern access point of the existing horseshoe driveway. The maximum grade of the private drive shall not exceed 10%, as shown on the plans. The driveway easement must clearly stipulate that the owners of Lots 1-3, Block 1, Minnewashta Creek Hill shall own and maintain the private drive and the private storm sewer north of the private driveway. PARK DEDICATION PARKS The three homes proposed for Minnewashta Creek Hill will have convenient access to Roundhouse Park located less than one-half mile to the south of the property. The park is eight acres in size and features a public swimming beach, fishing pier, ice rink, warming house and shelter building, playground, basketball court, open field, picnic area, benches and trail. TRAILS A popular section of the City's comprehensive trail system is located at the front on each of the proposed lots. This trail section travels along Minnewashta Parkway from Highway 5 to Highway 7, extending to the east at Highway 7. This trail will serve as a convenient pedestrian access from the new homes to Roundhouse Park. TREE PRESERVATION/LANDSCAPING Approximate tree canopy coverage and preservation calculations for the Minnewashta Creek Hill development as shown using a private drive are as follows: Minnewashta Creek Hills -Planning Case No. 05-25 August 2, 2005 Page 10 Total upland area (including outlots) 61,371 SF Total canopy area (excluding wetlands) 30,315 SF Baseline canopy coverage 50% Minimum canopy coverage allowed 35 % or 21,480 SF Proposed tree preservation 35 % or 21,795 SF The developer meets the minimum canopy coverage allowed and no reforestation plantings are required. No bufferyard plantings are required along the adjoining properties since they are of equal zoning. Plantings are required along Minnewashta Parkway. The existing trees that are being saved satisfy this requirement. COMPLIANCE WITH ORDINANCE — PUD-R DISTRICT Lot Lot Lot Home Area Width Depth Setback Ordinance Min 11,000 90, 100' 50' front/30' rear Avg. 15,000 10' sides BLOCK 1 Lot 1 23,474 90, 319' 50730' 10, Lot 2 20,778 92.4' 264' 50730' 10, Lot 3 17,119 94' 222' 50730' 10, SUBDIVISION - FINDINGS The proposed subdivision is consistent with the zoning ordinance; Findine: The subdivision meets all the requirements of the PUD-R, Planned Unit Development -Residential and the zoning ordinance if the private street variance is approved. 2. The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the City's comprehensive plan; Finding: The proposed subdivision is consistent with the comprehensive plan and subdivision ordinance. 3. The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and storm water drainage are suitable for the proposed development; Minnewashta Creek Hills -Planning Case No. 05-25 August 2, 2005 Page 11 Finding: The proposed site is suitable for development subject to the conditions specified in this report 4. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by this chapter; Finding: The proposed subdivision is served by adequate urban infrastructure. 5. The proposed subdivision will not cause environmental damage; Finding: The proposed subdivision will not cause significant environmental damage subject to conditions of approval. The proposed subdivision contains adequate open areas to accommodate house pads. 6. The proposed subdivision will not conflict with easements of record. Finding: The proposed subdivision will not conflict with existing easements, but rather will expand and provide all necessary easements. The proposed subdivision is not premature. A subdivision is premature if any of the following exists: a. Lack of adequate storm water drainage. b. Lack of adequate roads. C. Lack of adequate sanitary sewer systems. d. Lack of adequate off -site public improvements or support systems. Finding: The proposed subdivision will have access to public utilities and streets. VARIANCE Section 18-57. Streets. (r) Private streets serving up to four (4) lots may be permitted in the A2, RR, RSF and R4 if the criteria in variance section 18-22 are met and upon consideration of the following: (1) The prevailing development pattern makes it unfeasible or inappropriate to construct a public street. In making this determination, the City may consider the location of existing property lines and homes, local or geographic conditions and the existence of wetlands. (2) After reviewing the surrounding area, it is concluded that an extension of the public street system is not required to serve other parcels in the area, improve access, or to provide a street system consistent with the comprehensive plan. (3) The use of a private street will permit enhanced protection of the City's natural resources, including wetlands and protected areas. Minnewashta Creek Hills -Planning Case No. 05-25 August 2, 2005 Page 12 Staff reviewed the two possible plat layouts for the site. Staff believes that the best option from a safety and environmental standpoint is the private street option. The option of a public street and cul-de-sac serving the parcel requires severe grading of the site. The plans show retaining walls and the loss of approximately 30 trees. The final option of a private street serving three lots is the most environmentally friendly with minimal retaining walls and yet does not add any additional access points to the site off of Minnewashta Parkway but rather eliminates one of the existing access points. Staff is recommending approval of the private street. VARIANCE FINDINGS Sec.18-22. Variances. The City Council may grant a variance from the regulations contained in this chapter as part of the plat approval process following a finding that all of the following conditions exist: VARIANCE FINDINGS WITHIN SUBDIVISONS The City may grant a variance from the regulations of the subdivision ordinance as part of the plat approval process following a finding that all of the following conditions exist: 1) The hardship is not a mere inconvenience. Finding: The hardship is not a mere inconvenience. The proposed private street preserves significant site features. 2) The hardship is caused by the particular physical surroundings, shape or typographical conditions of the land. Finding: The hardship is caused by the particular physical surroundings, shape and topographical conditions of the land. 3) The conditions upon which the request is based are unique and not generally applicable to other property. Finding: The conditions upon which the request is based are unique and not generally applicable to other properties due to the unique site features. 4) The granting of the variance will not be substantially detrimental to the public welfare and is in accord with the purpose and intent of this chapter, the zoning ordinance and comprehensive plan. Finding: The granting of a variance will not be substantially detrimental to the public welfare and is in accord with the purpose and intent of this chapter, the zoning ordinance, and comprehensive plan. The applicant is proposing to access the site via a private street. Minnewashta Creek Hills -Planning Case No. 05-25 August 2, 2005 Page 13 This option will minimize grading and tree removal as well as provide less potential conflict with vehicles on Minnewashta Parkway. The applicant's request is reasonable. Staff is recommending approval of this request. RECOMMENDATION Staff recommends the Planning Commission adopt the following motion: "The Planning Commission recommends approval of the preliminary plat for Planning Case 05-25 for Minnewashta Creek Hill for three lots and a variance to allow a private street as shown on the plans received July 20, 2005, subject to the following conditions: 1. Environmental Resources Specialist Conditions: a. Tree preservation fencing shall be installed at the edge of grading limits prior to any construction. Fencing shall be maintained until construction is completed. b. Any preserved trees removed will be replaced at a rate of 2:1 diameter inches. 2. Park and Recreation Conditions: a. In lieu of any land dedication, full park fees shall be collected at the time of platting. With the one existing home, the total park fee for Minnewashta Creek Hill will be $8,000. b. Additional trail construction is not required as a part of this project; however during demolition and construction, the existing pedestrian trail shall be protected and remain open. No construction equipment shall be parked on or use the trail as a staging area during construction. In addition, all match points encountered on the trail for demolition and/or construction shall be professionally constructed. 3. Detailed grading, drainage, tree removal and erosion control plans must be submitted with the building permit for each lot. 4. The driveway grade must be adjusted so that runoff from the driveway will sheet drain to the east. The grades east of the proposed private drive must be adjusted to provide a drainage swale along the east side of the driveway to the proposed catch basin. 5. Any proposed retaining wall over four feet high requires a building permit and must be designed by a Professional Engineer registered in the State of Minnesota. 6. Tree preservation fencing must be installed at the limits of tree removal. All disturbed areas, as a result of construction, shall be seeded and mulched or sodded immediately after grading to minimize erosion. A 75-foot minimum rock construction entrance must be added to the entrance that will be accessed during construction. Minnewashta Creek Hills -Planning Case No. 05-25 August 2, 2005 Page 14 8. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with a detailed haul route and traffic control plan. 9. The developer shall also extend storm sewer from the existing storm sewer manhole within Minnewashta Parkway at the south end of the property. The upstream storm sewer structure shall have a catch basin cover and a three-foot sump. 10. The lateral sanitary sewer and watermain connections to the existing trunk utilities must be north of the proposed private drive. The developer shall extend 8-inch lateral sanitary sewer from the existing manhole (top elevation 951.23'). 11. A manhole must be installed wherever a bend is proposed in the sanitary sewer. Individual sanitary sewer services must be 6-inch diameter. 12. Six-inch lateral watermain shall be wet tapped from the existing trunk utility. 13. A gate valve must be installed immediately west of the wet tap. 14. A hydrant is required at the end of the proposed watermain for flushing purposes. 15. Additional drainage and utility easements may be required based on the revised utility plan. Easements shall be minimum 20-feet wide centered over each utility. 16. According to the City's Finance Department records, the parcel was previously assessed for one sanitary sewer and water hookup, therefore sanitary sewer and water hookup charges must be paid for two lots. The 2005 trunk hookup charge is $1,458.00 for sanitary sewer and $2,955.00 for water -main. 17. Public utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. 18. Detailed construction plans and specifications must be submitted at time of final plat. 19. The applicant is required to enter into a development contract with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements and the conditions of final plat approval. 20. Permits from the appropriate regulatory agencies will have to be obtained, including but not limited to the MPCA, Department of Health, MCES, and Watershed District. 21. The driveway easement must clearly stipulate that the owners of Lots 1-3, Block 1, Minnewashta Creek Hill shall own and maintain the private drive and the private storm sewer north of the private driveway. The private street must be built to a 7-ton design, 20- foot width. The developer will be required to submit inspection reports certifying this. Minnewashta Creek Hills -Planning Case No. 05-25 August 2, 2005 Page 15 22. Water Resource Coordinator Conditions: a. The grading plan shall be revised to show silt fence down slope of all disturbed areas. Chanhassen's standard detail for silt fence (Plate 5300) shall be included in the plans. b. Erosion control blanket shall be installed on all slopes greater than or equal to 3: L All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Type of Slope Time Steeper than 3:1 7 days 10:1 to 3:1 14 days Flatter than 10:1 21 days (Maximum time an area can remain open when the area is not actively being worked.) These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. c. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as -needed. d. The estimated total SWMP fee, due payable to the City at the time of final plat recording, is $5,355. e. The applicant shall apply for and obtain permits from the appropriate regulatory agencies as necessary (e.g., Minnesota Pollution Control Agency (NPDES Phase R Construction Site Permit), (for dewatering)) and comply with their conditions of approval. 23. Building Official Conditions: a. A final grading plan and soils report must be submitted to the Inspections Division before building permits will be issued. b. Demolition permits must be obtained prior to demolishing any structures on the site. c. Separate water and sewer services must be provided for each lot and must have a separate connection to the public sewer or to a manhole which is connected to the public sewer. d. Curb box valves cannot be located in driveways. e. Permits are required for retaining walls. Walls over four feet high must be designed by a professional engineer. f. The developer must submit a proposed name for the private drive. 24. Fire Marshal Conditions: a. The new proposed private street will need a street name. Submit name to Chanhassen Building Official and Chanhassen Fire Marshal for review and approval. b. No burning permits will be issued for trees to be removed. Trees and shrubs must either be removed from site or chipped. Minnewashta Creek Hills -Planning Case No. 05-25 August 2, 2005 Page 16 c. Temporary street signs shall be installed on street intersections when construction of a new roadway allows passage of vehicles. Pursuant to 2002 Minnesota Fire Code Section 501.4. d. A fire apparatus access road 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 Fire Code Section 503.2.3." ATTACHMENTS 1. Findings of Fact. 2. Application. 3. Public Hearing Notice and Affidavit of Mailing. 4. Preliminary plat dated "Received July 20, 2005". gAplan\2005 planning eases\05-25 minnewashta creek hills\preliminary plat report pc.doc Search Newspaper Index Page 1 of 1 Newspaper Index Search Enter Name and/or Subject: Schmidt, B Search clear Advanced Search Number of records found: 3 Logged in as Marlene. LOgOUt Search Add Hom, Name Subject Categories Source Date Pg Col AddedBy Schmidt, Obituary Rose Weekly 1839-1912 Rose Valley Nov 28, 1912 1 Micki _Edit Delete (Mrs. Arner Herald Benedict) Schmidt, Benedict Obituary Waconia Patriot Apr 5, 1990 10 Micki Edit - Delete Schmidt, Benedict Obituary Chaska Herald Apr 5, 1990 15 Micki Edit Delete Information contained in this database has been obtained from the files of the Carver County Historical Society Library; specifically, the newspaper index (in the future to include scrapbooks, family histories etc...). As with any information source, errors, inconsistencies, and accuracy in spelling and content are unavoidable. Therefore, we suggest checking for alternate spellings when researching individual names or places. We have tried to include alternatives whenever possible. Some fine examples of alternate spellings include: Miller/Mueller Bergman/Bergmann Blocker/Plocher Hemming/Henning The Carver County Historical Society is greatful to Southwest Newspapers for their generous financial support of the newspaper indexing project. Copyright V 2000 — 2004 CCHS. All rights reserved. Have questions? Please ask Larry Hutchings at (952) 442-4234. http://www.carvercountyhistoricalsociety.orglnewspaperlsearch.php?SearchText=Schmidt... 8/22/2005 Search Newspaper Index Page 1 of 1 Newspaper Index Search Enter Name and/or Subject: Schmid, Benedict Search clear Number of records found: 1 Advanced Search Lagged in as Marlene. Logout Search Add Home Name Subject Categories Source Date Pg Col AddedBy Schmid, Very Weekly Benedict 1833- sudden Valley May 25, 1905 1 Micki Edit Delete_ 1903 death Herald Information contained in this database has been obtained from the files of the Carver County Historical Society Library; specifically, the newspaper index (in the future to include scrapbooks, family histories etc...). As with any information source, errors, inconsistencies, and accuracy in spelling and content are unavoidable. Therefore, we suggest checking for alternate spellings when researching individual names or places. We have tried to include alternatives whenever possible. Some fine examples of alternate spellings include: Miller/Mueller Bergman/Bergmann Blocker/Plocher Hemming/Henning The Carver County Historical Society is greatful to Southwest Newspapers for their generous financial support of the newspaper indexing project. copyright �-, 2000 - 2004 CCHS. AU rights reserved. Have questions? Please ask Larry Hutchings at (952) 442-4234. http://www.carvercountyhistoricalsociety.orglnewspaperlsearch.php?ScarchText--Schmid... 8/22/2005 Search Newspaper Index Page 1 of 2 http://www.carvercountyhistoricalsociety.org/newspaper/search.php?SearchText=Leach%2C 8/22/2005 Search Newspaper Index Page 2 of 2 Leach, Bernard J. baby boy - Curtis John Carver County News May 7, 1953 2 2 Marlene Edit Delete Mound Leach, doctor Carver Dr. relocates County Jan 19, 1978 1 Marlene Edit Delete Thomas here at News Watertown clinic Leach, Obituary; Kathryn nee: Waconia Feb 18, 1982 6 Suzie Edit Delete M. Miller Patriot Information contained in this database has been obtained from the files of the Carver County Historical Society Library; specifically, the newspaper index (in the future to include scrapbooks, family histories etc...). As with any information source, errors, inconsistencies, and accuracy in spelling and content are unavoidable. Therefore, we suggest checking for alternate spellings when researching individual names or places. We have tried to include alternatives whenever possible. Some fine examples of alternate spellings include: Miller/Mueller Bergman/Bergmann Blocker/Plocher Hemming/Henning The Carver County Historical Society is greatful to Southwest Newspapers for their generous financial support of the newspaper indexing project. Copyright s 2000 — 2004 CCHS. All rights reserved. Have questions? Please ask Larry Hutchings at (952) 442-4234. http://www.carvercountyhistoricalsociety.org/newspaper/search.php?SearchText=Leach%2C 8/22/2005 Search Newspaper Index Page 1 of 2 http://www.carvercountyhistoricalsociety.orglnewspaper/search.php?SearchText=Sigafoos... 8/22/2005 Search Newspaper Index Page 2 of 2 Sigafoos, Deaths- On Weekly Eva courthouse Valley Apr 6, 1950 15 Marlene Edit Delei Schmid Hill Herald Sigafoos, baby boy Carver George Rodney County Aug 23, 1956 2 1 John Edit Delei L. George News Sigafoos, baby girl Carver Rome Brenda Lee County Jul 25, 1963 4 6 John Edit Delei News Sigafoos, baby boy Carver Rome Darryl Lee County Dec 2, 1965 4 4 John Edit Delei m/m News Sigafoos, baby boy - Carver Rome Kevin Paul County Feb 16, 1967 4 5 Lois Edit Delei M/M News Sigafoos, baby girl - Carver Rome Linda Jean County May 16, 1968 6 5 Lois Edit Delei M/M News Sigafoos, baby girl - Carver Rome Linda Jean County Apr 25, 2968 1 3 Lois Edit Delel M/M News Information contained in this database has been obtained from the files of the Carver County Historical Society Library; specifically, the newspaper index (in the future to include scrapbooks, family histories etc...). As with any information source, errors, inconsistencies and accuracy in spelling and content are unavoidable. Therefore, we suggest checking for alternate spellings when researching individual names or places. We have trie to include alternatives whenever possible. Some fine examples of alternate spellings include: Miller/Mueller Bergman/Bergmann Blocker/Plocher Hemming/Henning The Carver County Historical Society is greatful to Southwest Newspapers for their generous financial support of the newspaper indexing project. Copyright n 2000--2004 ccHs. All rights reserved. Have questions? Please ask Larry Hutchings at (952) 442-4234. http://www.carvercountyhistoricalsociety.orglnewspaperlsearch.php?SearchText=Sigafoos... 8/22/2005 Search Newspaper Index Page I of 2 http://www.carvercountyhistoricalsociety.orglnewspaperlsearch.php?SearchText=Sigafoos... 8/22/2005 Search Newspaper Index Page 2 of 2 Sigafoos, Carver Rome baby girl Brenda Lee County Jul 25, 1963 4 6 News Sigafoos, Carver Rome baby boy Darryl Lee County Dec 2, 1965 4 4 m/m News Sigafoos, Carver Rome M/M baby boy - Kevin Paul County Feb 16, 1967 4 5 News Sigafoos, Carver Rome M/M baby girl - Linda Jean County May 16, 1968 6 5 News Sigafoos, Carver Rome M/M baby girl - Linda Jean County Apr 25, 2968 1 3 News Information contained in this database has been obtained from the files of the Carver County Historical Society Library; specifically, the newspaper index (in the future to include scrapbooks, family histories etc...). As with any information source, errors, inconsistencies, and accuracy in spelling and content are unavoidable. Therefore, we suggest checking for alternate spellings when researching individual names or places. We have tried to include alternatives whenever possible. Some fine examples of alternate spellings include: Miller/Mueller Bergman/Bergmann Blocker/Plocher Hemming/Henning The Carver County Historical Society is greatful to Southwest Newspapers for their generous financial support of the newspaper indexing project. Copyright : 2000 — 2004 ccns. Au rights reserved. Have questions? Please ask Larry Hutchings at (952) 442-4234. http://www.carvercountyhistoricalsociety.orglnewspaperlsearch.php?SearchText=Sigafoos... 8/22/2005 ky:MRy 2, nt\o. 1; nee It \o. '1� ne U. oy; per her lii. + ncr doz. ,I the Si. Cloud orm takes place to' ay, Sellie Batter, will, ir, -- There ' I be ARE F1ND1 COUNTY NEWS. Opera H ! as. f - days, e i g, ii P n'olff•of August , ous of our is Decors oo red old settlers was i the city Afnnday, d Friday abd a caller a tbisofflce. Day exerci a s ° fhrong of 'so 1Ghn+jt has lust cotn�let�d music will 1 ba n till o l itchen,�eddition to, :.4ii enc ,�i ng hi lellbow rooln'. On Saturday, dense of W. Y. I T u e'F S Haz ens Headachb was burned to it " It aalle'ii 1:.Mn£nz. very small porti l \[alilke, alas l om Chan. was saved. The, In, lust Friday:, t attend the was no insurane nl of his former neighbor„ lle Carl The Swazi hinekil .R'e were 'pleas to Little Falls Het �i.gooci old time a at: �� Elke has pull I -ou want a good fitting trues market building tt 'A. LetherlL C asks, Mini will'opeii'up a bi ;'uarnnteed. j fq a few days." n. Zabel one of tho jovial well {T a price of a farmersof,Benton,accompain- doll r-three. pe V. his wife and charming little' :,fo ntaiu Tea. titer; walla calls one day last bright eys, lov and favored us withee , a renewal. A J. Iflerz ften William, row Manuel and ifs; and Pe- A. G. Lan 'e n 1 V rind wife, of: Minneapolis, ata staiiidKl ill fo u'p last Thursday no re�i ' only are his enti u. re lntil Fridav'. a ning: ,hey. lit but.owi g I:alled here y Ole' lath of M o e of his fi Cert .Sr• .to work. H exF � - u have enrae ie ry ' Haele'b ��o,operaticos,N It the Capsules In h Iwquick' oar. w Il;get relief. ;o le y A. J. We invite the a 1i readers to e'at �. To lkenant, whir I; s. I. enry Kraus of I Ills city, who allNil �yertising c to Holl`woo by the In- umi is a good o porl �uriiinw of he ;gt�i i daughter, de iri to a ] n „ i rued homy I t''ad }after the derid nl �f the little girl. I Px��Perty i❑ the ' I Read notice forF G. S r nt of the 'Sargent St" has •k upon the ground 'je, Bnr , MI t new' br c side walk on in i Brig r,`he k. Iltnbt a '' improvement 'o t ,81kla a al �nstip ktion lected� or ba t !al �d tell, leads sability School which in which Mies. mdpste. We attend. ,DS'. Have recei- window shades, all oni26 cents up. IL. J. WELL.ER. gr�Ilnd ball at thill bring a Chaska. ay #tli the resi- ;4f �os.atExcelefor, a ound. But a i the contents 0se total as there on be property. ipondentof the lays: `.Frank ;be new meat B. B. Coz and shop in same II ;y face is one Is of Rocky ngs" red lips, ?abI Drug Co v,btjilding has been the pastweek. Not family on the sic i y're. ill o to h been un le ±tat 'rerumebu Ind v•—Aanandale of otion of our notice of H.R. oars in our ad - week. This for any one food residence of W, acoul with u han some act tached. T As leaves three [allowance at- "old sold- n day f g ie 11 in thi city—' democrats by the echin ar wav—wbo do nor draw a p bsfon; y- re This ii they, are ,Judge Schafer, H. Stro- peals ti back and F. E. DhToit. ceased 1 Be sure and attend the Mas Meet• in poor ing on Saturday evening. of them Joh Mahe di wife, of Mahe siding hope thi his side of, St. Bonifacins,'was in the ity last Monday and complimented omg8f s with a "sollaare qp", John' is one a hard• f our, old and substantial friends and his whom wed btto set: I th com tiTh fun We are cbm Iled o.lay over n 'tb n interesting co man cation from al conia,:nnt1 o r next issue. It . is. -an ' quite lengthy. I Slaow your atrio em by I attel Them ing the "Red, Cross" meeting nett {Thurso Saturday evening. Our ladies need -Young encouragement in their efforts for marfla) the boys at the front. i wIll a 41bert Ha returned fro Wash- gent th ington, Monay evening., his Fred Gi B6ih Vol friend,j of the' Band, met him at rhe.Depot and escorted him to of their Ithe Natfooal Hotel, where they favored will eats those present' with several choice eel- fife with actions. Al., says there is no place like friends Chaska, after all. I . Ill Benson and her pupils, favor our c4 ens with a concert the Opera Ho, on FI•iday eveni May �7 b, Wftlh g ncert. Mrs. is a fl=iauist and singer, and pnpfla hgve gained mach proticie under her tutetage and 'we look sometivng in reetfng:. ,Tickets and tT sure and at �rnest Kuntz & wife of W4 i and Andrew'Schiann, wife, daa' ana n of Laketown,werehere, da� guests of Teddy Linden safe. Ernest bae. oiled i fro : Blakeley and we a� gl a ag number him as o �n� a of I ho ied.citize They II ad a f fat y picture ken at bn14 Gail ry, before tuning. ie well known put upon the To the Citlz o of dime cizars You arerequeeted ith a life like Meeting'to beheld a of the Fire on :Saturday evenin samppled one !1898, t 8-30 sharp t judtly�pro-I 'Red Croesl!A,id Society the City , 'May the "Wm •with : While e one of b dhow. ' TI the Eyai Monday the funs We co; Watertc son -in -la this city deeply big 9lific -At the parents, den Pillh ' ` - 1 aj' 1 l!rllf 1 0 p C• L l lly d h al nRrend, III an{Ill xu •• $ll r '.I I' ! .I f In lde put olom I'hnin 1p n r•l!'. I> 6f0 111❑ 1Y'f0 11C Utl 1 �"1'..— J._`-. — ''.. tricot J^ItrrnnAtw•.•ntye'.vtin,•: 1 i , nl�hl vl n�l•?plr tld I 11 `r R' r x: n I 1VA F1tTQ V ! tlnf ill hx96an none In the �n ill f'thI;It anjtn . ,n,7n et tow olhernlxo Nn biso ` u ,i ti II k 91i II i re, ( p, rt7n t I o Ilowi- Like 0 ay. llq. me c Ditto e , Ilrat x... mRg1+a' I I u Dnrl her lL ,Therefore l^otla•. YI 1,a TT I, n ,rv'eYC h:bi L - wo kha his 1fQ e II is alr., IS L))ro ison ill are A all I » I n I!tlf ndu In coin Mort nx 3 A. .rob: t to I Ii . n �u1 Ij ilIr. .Johns ) the of n lj zun Ana i2 ell, Drat I^rantul EEonlee Ibe t,: gl. n Ira aiull lnrlha lid , ! 1 I P e hl mfortclgpecd6 nxuln (r 01 I ^— I I ^ i 4 I ! bh I t• - 1 I f141e't RV Alto.. deM:rihed abo, n 1 ;Tsletf3ifiL ,�I II ul as;njr do I I II nuM1An ow front sonarof the dl, `U r 'Fil M'•lnri h a r�ntcd t In Ill IJl aRoor cnxsaa III eat Ili' • to�rar- , F r ddl YoN erb ildin P L Call 01 u.ann a:Ir Of aAnru Ill r;1y it (ions lN1xF lilt C '; I¢Xt M •r Her fill fur ehltlr Ilioihor 1t71 Fi g Wolp,:a In hE afternoon It I' aald 11 p. �. 1 ` . fy,tio .n nnNh(o nn G (Ij m�rclR R Tnr: y i 'tdwl 1 R + 4.M:d I I II 1 .icon bcl ,and wil epee n LilLurd; id tjnlraenta w C lI nP er y I `,I l to , re Unnd Afxh I I`II j Y<G n4R abt•Ir11tI11 fll CCO tll scoot. I law, at It fualler stnnplf uruny �•al.d. It i vifl.t ud nl3h• urfis `I I ! ! ;Ill Iars.still Intel tmxald-Ir(i,rtxnll, Ir r ` S a ttI ht �6to mple a the iuil- ur wintef term o school All ofen Sitar rfees lnaapa/tfarEai e at Ill' Irh ow 1 1 the )n turn sl ion cry t1Ilg xce t nateaero snag iLld Nfd laY Frid't 1 �( S° y S {id the each )ors h A c w r� Intl! .� l 1 Ill toll ,r u r tll�: bn k ;�ii! 1 e Gera into g vet do xh1b14Sbil IO fir: not®naN 1 Q I sc glirY „r iln'i0 avd.t ui f In Core. I . w c nm 11,. �. - 14 S urdty;'T iing) ll1 1 ttunwl fog .Q ,.ta.IR^ a. Ik _t , F p1 rl I b : ',tun I t n a Tlie c� 1. I s n er seen s h e • otivd n C. Ip` t1p"'(nh�re t r �� islet lien 1 let his 11 be ;C �! rill sc]oolhou�e Argo old t� Ill - s l m% ram lit t0 t vil a e } l .t r nII loner t_ n(i hiug exec it that", some f l h Cql (pi , 1' it ll ,el it skn;)! I' sel olars (lido of h c th' 4 I 1 ittlt fi11'i•s G ��°°��'""" Ids. _L pa The First (tun tl r'the Cl 1t, tt[ ( Ine1g1 lb The; pi��• ,el'ly cot Itted.l BO teiycl a, p [ t (if It�te }• ty, P ili I�o1 YI fe 'of eta tind sell 1 d v0 e " i{ t cc rtrr.c. ACRCtlrFII nnv 1 1�II SRU[ 1Y I01 p.l nowt. j t l t JJ 17 !!�� { ! s iVcl,hl,xreke11t d ;o ill -I. Poi t )ll- }-noldd dlf IiNvr Grad ' '• 'I "` t,hx hnUlcc, t6�m toner n wl+' h tli an 'ylr�I al• In •tt Gt/al fr. el 1 i• n£ a be ne on Lie!tdl lt• To nine, '' 6W I, GrnUe:nrn:i pi,r.h,ai:o�l oar ti Ln lmeut w cdnQ taQ. C 1(2't 1 of CO allots IOh. II Chant plop Bindrrx 1 et x aeon, r r ±Itslnej itc ell r' R n'old rues n of ettlrr 1 Ir C- 0 cas .h I en y s J t aixl ac es f rain anJ.cin- 1 Di' 1 1^h Cr pietent e' pa of • elite NMI hexl mxNlm I ec I I o�. i nc la, c mg helve I Is � y l �II 1 vi 1 .� 1 Veil{ t Lo r t k h( ilects >} aige r of w6rk th have only qwo light i,orses, an 1 y 00 Aince L @h sl c 1 4 're- I I J tl( Ali led bt I r. trl to - ' 1 t 1 lop , C a lie figi res IOw bn fifteen acres per dal it is 0.. p..� sod 'n t i1,cr She 1vn very II 11f Il, to 4l1,Iroo'rl I tali I does t;l Utl 't k, 011 l''. f Illz 9 w,l rulining nnrhine I rVtr heard 1 al liable ulvl al 1. leave:l grief Lenxaws of hxdl le)c1 o)tx dirt l pw! 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T M • - c!�i 1•{, e: � �ti qr ...r • M w •y �- 1 Q ;!\;a f-arrers 13, = - a i var•k {colt �vs. ..;} i .t. .h !„','1 _� 5 JAn Ili Arno I August 23, 2005 Sharmeen Al-Jaff City of Chanhassen 7700 Market Blvd PO Box 147 Chanhassen MN 55317 Dear Sharmeen, AUG 3 0 2005 CITY Of CHANK'AS: c Enclosed are a number of items we found that may relate to the property you've been researching. Our research aide feels that the early settler on the property is Sigafoos but, it might also be Leach or Schmidt. The only way to know for sure is to look up the legal description at the Carver County Recorder's Office and trace ownership. It other names for the property are uncovered, you can check our on-line newspaper index at www carvercountvhistoricalsociety.org to see if there are related articles. Best of luck. Hopefully, Chanhassen will create a historic preservation commission so that historic properties can be determined prior to development projects. If you want more information about starting an hpc, I would recommend that you call Mike Koop at the State Historic Preservation Office in the Minn. Historical Society (651-296-6126). The cities of Chaska and Carver also have an hpc if you want to talk with someone local about how they work. Please let me know if we can be of further assistance. incerely, Leanne Brown Exec. Director 555 WEST 1ST STREET WACONIA, MN 55387 952.442.4234 historical@co.carver.mn.us City Council Meeting — August 22, 2005 5. Several corrections must be made to the Wetland Mitigation Plan (sheet 10 of 13): a. Wetland A is shown as an impact area. Upon finalization of exemption paperwork, mitigation will not be required for this wetland; b. Wetland C (Basin F 87-90) is 0.05 acres in area; and c. Wetland D (Basin F 81-86) is 0.09 acres in area. 6. A wetland buffer 16.5 to 20 feet in width (with a minimum average of 16.5 feet) shall be maintained around all wetlands and proposed wetland mitigation areas. 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, under the direction of City staff, before construction begins and must pay the City $20 per sign. All structures (including parking lots) shall maintain a 40-foot setback from the edge of the wetland buffer. The applicant shall submit a letter of credit equal to 110% of the cost of the wetland creation (including grading and seeding) to ensure the design standards for the replacement wetland are met. The letter of credit shall be effective for no less than five years from the date of final plat approval. The applicant shall submit a cost estimate for wetland creation (including grading and seeding) so the City can calculate the amount of the wetland creation letter of credit. 8. Drainage and utility easements a minimum of 20 feet in width shall be provided over all existing wetlands, wetland mitigation areas, buffer areas used as PVC and storm water ponds. 9. Silt fence shall be installed around Outlot A along the east side between the pond the wetland. 10. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Carver County, Minnesota Pollution Control Agency (NPDES Phase II construction permit), Minnesota Department of Natural Resources (for dewatering), Army Corps of Engineers) and comply with their conditions of approval." All voted in favor and the motion carried unanimously with a vote of 5 to 0. Mayor Furlong: Thank you everyone. Appreciate your help in the process. Let's move on now to our next item. MINNEWASHTA CREEK HILL, 6560 MINNEWASHTA PARKWAY, ROBERT RICK Kate Aanenson: Thank you. This request is located on Minnewashta Parkway just south of Highway 7. It's a request to divide one lot into 3 single family homes. The Planning Commission held a public hearing on this item on August 22°d and recommended 6 to 1 regarding the proposed development. The one no vote regarded consideration of the historic value of the home. Staff did include some pictures regarding that and did some research on that 25 s MWO City Council Meeting — August 22, 2005 • and it's unclear whether or not it has historic significance. It's not on any listing so we provided that information for you. The plat itself includes 3 lots. There is, was a recommendation always supposed to do a public street and in your staff report on the last page, I'll have you zoom in on that. We did show how this project could be subdivided with a public street. A cul-de-sac off of Minnewashta Parkway. A couple of concerns with that. Certainly the most significant was it pushed the homes further back and eliminated 27 additional trees. There was an opportunity to consider an eyebrow besides the cul-de-sac. Problematic with both of those regarding grading and the like and the retaining wall. So in reviewing that, using the existing driveway and the attempt to save additional trees. In working with the neighborhood, pushing those houses forward more, staff recommended the use of the private drive. I did include for you the revised consideration of the area calculations. Staff took a more conservative approach in the calculation of the lot area. The revised lot area's included now based on further legal opinion is that the private drive, the common portion was taken out of the lot configuration so that is included in your lot, revised lot calculation I gave you. All lots. It doesn't change the plat in itself. All lots do meet the required standards. With the PUD ordinance because it's in the shoreland district and the PUD adjacent to the collector street, it requires a 50 foot setback so the homes are set back significantly. Again this is just a rough idea of what the layout would be. Of course we show the proposed building pads. We have included in your packet some potential home designs on the site that would work. We do want to, as the homes come in, look at additional turn around, specifically on the middle lot. We don't anticipate a school bus going up there. It's anticipated that the children would come to the street on Minnewashta Parkway. I believe that was addressing most of the concerns of, that were addressed. With that, staff is recommending approval of the subdivision with the variances and with the conditions in the staff report and I'd be happy to answer any questions that you may have. Mayor Furlong: Thank you. Questions for staff? Councilman Lundquist: Kate, the cul-de-sac option. What does that do to the, does that push any of the lots to non-compliance for size or hard cover? Kate Aanenson: No. Councilman Lundquist: It pushes the house back, houses back and takes out the trees. Kate Aanenson: Correct. The first, we wouldn't give a variance for a private street if the only goal was to get additional lots. So first you have to demonstrate, if you met the ordinance, that you could do it. So we need to go through that exercise to see if it meets city code. Then based on that we evaluate what makes more sense based on grading and tree loss, environmental features, so that led us to the recommendation. There's an existing horseshoe driveway. These homes are kind of in the same line as the existing home. It has the deep setback. If you were to look at, this is hard to see. If you can zoom in. The existing home sits right here so if you went with the cul-de-sac, it pushes the house more to the back, affecting what has been the privacy of those homes that are behind that, so it creates a greater separation. A larger lot depth by using the private drive. I did forward to you an e-mail that had some concerns regarding height setbacks. The shoreland district. The height, 35 feet. If that's the maximum height. Obviously all the houses would be in excess of that being at 50 foot setback and 20 from the commonality 26 City Council Meeting — Jost 22, 2005 • of the private drive. So again we did go through the different concerns of the cul-de-sac or the private street. One of the other concerns was, at the Planning Commission was the, people heavily traveled on that sidewalk. Again there's one touch down point as opposed to the cul-de- sac. I'm not sure with the cul-de-sac you're getting additional parking issues with the private drive. Again it's wider for most of that and it's not, you could make the common portion way back here and bring this drive and actually have it narrower but based on, because the lots are over sized you get a wider area for turn around so we think that works well. Mayor Furlong: Other questions for staff. Councilwoman Tjomhom: Kate, what is our policy regarding historical structures. Just not that I'm saying it is but I'm just wondering. Kate Aanenson: Well, that is one area. We do have some Chaska brick homes. That's something that we talked to the Planning Commission. It's come up and we've started doing inventory and there has never been a consensus but that's on our to do list at the Planning Commission is start looking at that. It was raised by one of our commissioners so we will be looking at it. I think it's significantly on some of the Chaska brick homes. The one that we do have that's on the register is the old St. Hubert's is the only building that we have on the historical register. The old, old St. Hubert's. They're in their third location. Mayor Furlong: Other questions? Ms. Aanenson, on the private street, and looking at your colored map there might be easiest. What is the, as the private street comes in across Lots 1 and 2 up to Lot 3, what's the distance between the front property line there on Lot 2, which is the right-of-way of Minnewashta Parkway and the right-of-way of the private street easement? Kate Aanenson: Right there? Mayor Furlong: Right. Approximately. Kate Aanenson: Oh, another 10 feet. It's probably 20 to 25 feet. Mayor Furlong: Okay, so there's separation distance there for cars coming in and lights and possibly somebody coming down from a safety standpoint. Kate Aanenson: That's correct. Mayor Furlong: The private street, there's a large retaining wall across the front of what will be Lot 2 and 3 if this site plan is approved. With the private street that retaining wall is retained. Kate Aanenson: That was one of the goals too. That was the other complexity of putting in that cul-de-sac. You're grading a lot more. Pushing that in. Making steeper slopes. This kind of we're working with existing grades, which is one of the reasons why this driveway ended up on that side. You're working with the grade. Certainly you couldn't move that, do additional grading but again the goal was to try to use what's existing there. 041 City Council Meeting — August 22, 2005 • Mayor Furlong: And I guess that leads to my next question with regard to the driveway on Lot 2. Working with the grades. Putting it on the north side of that lot puts it up next to Lot 3. I know we've dealt with turn arounds and private streets in making sure we have sufficient room. To make sure that a delivery truck coming into Lot 2 has sufficient room to turn around, the private street if I understand correctly is a shared access point as opposed to a driveway which is a single or access for a single property. Kate Aanenson: That's correct. Mayor Furlong: Can that private, what sort of turn around do we have designed into that private street at that end? Could it be extended into Lot 3 so that Lot 3 owners know that people coming off Lot 2, that is still a private street. Kate Aanenson: Correct. Originally that's what this was showing. That that common portion of it, and now that that interpretation, that that's extracted from your lot configuration, that can be added back in and that would give a greater commonality portion and it would provide that back up. If they couldn't put it internally on their own property, a back up. Mayor Furlong: And I guess I'm thinking delivery trucks and those types of things. Kate Aanenson: Garbage. Mayor Furlong: Garbage as well. Making sure that we have sufficient turn around there. Kate Aanenson: Yes. We've spoken to the applicant about that and they are going to accommodate that. Mayor Furlong: Okay. Do we put that in to the subdivision somewhere? In there. Kate Aanenson: Sure. We can find a place to make that modification. Mayor Furlong: Okay. Thank you. Any other questions for staff at this time? Seeing none, is the applicant here? This evening. Would you like to come forward and address the council on any matters? You're welcome to at this time. Robert Rick: I don't see a need. I just need to make a comment that. Mayor Furlong: Why don't you come forward to the microphone then. Robert Rick: Yeah my name is Robert Rick. I live at 4700 Otter Lake Road in White Bear Lake, Minnesota. I'd just like to thank staff. They were pleasant to deal with and you know gave us a lot of guidance and insight as we went through that whole process so I just want to say thanks to staff for that. And then if there is any comments I'd like to be able to rebut along with my surveyor. 92 City Council Meeting — August 22, 2005 Mayor Furlong: Okay, thank you. Any questions for the applicant at this time? Okay. Very good. Again certainly we'd welcome public comments at this time. Residents or other interested parties who'd like to come forward and address matters to the council, they're certainly welcome. We have reviewed the Planning Commission minutes here and are aware of those issues raised there but certainly people are welcome to come forward at this time. Please come to the podium and state your name and address. No? Okay, very good. We'll bring it back to council then for discussion and comments. Councilman Peterson: Seems reasonable. Let's move ahead. Mayor Furlong: Okay. With regard to condition number 25 that I think was added as part of the Planning Commission. Ms. Aanenson, perhaps that's the place with regard to safety issues or turn around accessibility. Is there something you wanted, or is there. Kate Aanenson: Yeah, I guess you can even add it onto condition number 26. If you look up on Lot area 3, there is no commonality of that driveway. 30 foot right-of-way. 20 foot paved surface. Based on that they could take, put some additional and not, and still stay within that 15,000 square foot minimum so I guess I would recommend that we add a condition that a common driveway be extended to that lot. Mayor Furlong: By common driveway, a private street? Kate Aanenson: Private street, correct. That would provide a back up and that would still meet the minimum square footage. Whatever that portion may be. 10-15 feet. Mayor Furlong: To provide turn around access Kate Aanenson: Correct. Councilman Lundquist: What's the chances that condition number 25 becomes a cul-de-sac? Kate Aanenson: Well, by approving this site plan you've eliminated the cul-de-sac. I think again that was raised at the Planning Commission regarding the amount of traffic on Minnewashta Parkway, which is a heavily used trail. Just concerning the good sight lines and I think we went through that regarding. I'm not sure, and the City Engineer had discussed this too, whether the cul-de-sac with the wider opening, does that provide any additional parking? Maybe not. And we believe there's good sight lines coming out. Right now there's 2 driveways onto Minnewashta Parkway where this is now there's just one control point. So you're adding, and there is one existing home. You're just putting in 2 additional so the Planning Commission and Assistant City Engineer felt that that... Councilman Lundquist: With the turn around, I mean realistically are you going to get a private street in there that you can turn a delivery vehicle or other? Kate Aanenson: At 20 foot of pavement, I believe so. IQU City Council Meeting — August 22, 2005 • Mayor Furlong: I guess that's the thing. If you build a hammer head with part of it going into Lot 3. Paul Oehme: You need a hammer head to turn a vehicle around. Kate Aanenson: Yeah, and there's a lot of area between those that we could accommodate that. Mayor Furlong: The issue I'm dealing with is one to avoid conflicts between neighbors. With people backing into Lot 3 on the driveway and two, to make sure from a safety standpoint that cars are exiting going forward. That no delivery trucks are backing out onto Minnewashta. So those are my goals. How you accomplish those. Kate Aanenson: Right, so extend the private street such that there's a back up area on Lot 3. Mayor Furlong: And if it's paved the same width and is part of the private street into Lot 3, hopefully it will be viewed as usable by everybody too. Councilman Lundquist: And it wouldn't be easier to just put a cul-de-sac in there? Kate Aanenson: Well you could. You could. You push the houses back further. So now you're closer to those neighbors who've enjoyed the greater separation. You've lost more trees. And with the cul-de-sac, I'm not sure how much parking with their driveway locations, between the driveways that you'd get. Councilman Lundquist: Well you're not going to get any parking either way. I mean realistically you're not going to park in the cul-de-sac. They're not going to park on the private street. Kate Aanenson: And it does push the, there's additional grading then to push that cul-de-sac or that retaining wall there with the slopes. Paul Oehme: And the cul-de-sac is at a pretty significant grade too. The plan as shown here is at about 7%. It's almost at our max grade too so. Kate Aanenson: And then the driveways would go up from that. Councilman Lundquist: Okay, I just want to make sure that we don't create some ugly looking mess in there where you can't get around. You can't turn around. You've got all of that stuff going on. Mayor Furlong: Right. I think staff and the developer are capable of figuring out how to do that. I think extending the private street into Lot 3 accomplishes a few things. One it sets expectations for the future property owners as well as providing the safety in the access. The turn around. Councilman Lundquist: Fair enough. 30 City Council Meeting — Aft 22, 2005 • Todd Gerhardt: Mayor, council members. Maybe we can put an option together with the final plat showing how that turn around could exist without losing site coverage on Lot 2. Councilman Labatt: How did we deal with, Highlands of Bluff Creek? The old, we did a hammer head there. Kate Aanenson: Did a hammer head, that's correct. Councilman Labatt: And we designed that hammer head so it would, a fire truck and ambulance. Kate Aanenson: Garbage truck. Councilman Labatt: So everyone... Kate Aanenson: That's correct, and that would be the intent here. Councilman Labatt: So let's just apply the same standards as we did there to here. Todd Gerhardt: Yeah the key thing in this is to make sure that you don't go over in the site coverage on Lot 2, right? So trying to find that blend between Lots 2 and 3 is going to be the, and dealing with a few grade issues in there too. Nothing an engineer can't handle. Mayor Furlong: Very good. Any other discussion on this item? If not, is there a motion? Councilwoman Tjornhom: I'll give it a shot. I make the motion City Council approves the preliminary plat for Planning Case 05-25 for Minnewashta Creek Hills for 3 lots and a variance to run a private street as shown on the plans received July 20, 2005, subject to the following conditions 1 through 25. Councilman Labatt: With the addition of 26? Mayor Furlong: Do you want to add 26? Which is what we were. What is the proposed language? Kate Aanenson: Provide adequate turn around on Lot 3. Mayor Furlong: For extending the private street. Kate Aanenson: Yeah. Councilman Lundquist: Kind of say yeah, what she said. Councilwoman Tjomhom: Yeah, whatever... Mayor Furlong: And based upon the comments... Okay, very good. Thank you. Is there a second? 31 City Council Meeting — August 22, 2005 • Councilman Peterson: Second. Mayor Furlong: Made and seconded. Any discussion on the motion? Councilwoman Tjornhom moved, Councilman Peterson seconded that the City Council approve the preliminary plat for Planning Case 05-25 for Minnewashta Creek Hills for 3 lots and a variance to run a private street as shown on the plans received July 20, 2005, subject to the following conditions: 1. Environmental Resources Specialist Conditions: a. Tree preservation fencing shall be installed at the edge of grading limits prior to any construction. Fencing shall be maintained until construction is completed. b. Any preserved trees removed will be replaced at a rate of 2:1 diameter inches. 2. Park and Recreation Conditions: a. In lieu of any land dedication, full park fees shall be collected at the time of platting. With the one existing home, the total park fee for Minnewashta Creek Hill will be $8,000. b. Additional trail construction is not required as a part of this project; however during demolition and construction, the existing pedestrian trail shall be protected and remain open. No construction equipment shall be parked on or use the trail as a staging area during construction. In addition, all match points encountered on the trail for demolition and/or construction shall be professionally constructed. 3. Detailed grading, drainage, tree removal and erosion control plans must be submitted with the building permit for each lot. 4. The driveway grade must be adjusted so that runoff from the driveway will sheet drain to the east. The grades east of the proposed private drive must be adjusted to provide a drainage swale along the east side of the driveway to the proposed catch basin. 5. Any proposed retaining wall over four feet high requires a building permit and must be designed by a Professional Engineer registered in the State of Minnesota. 6. Tree preservation fencing must be installed at the limits of tree removal. All disturbed areas, as a result of construction, shall be seeded and mulched or sodded immediately after grading to minimize erosion. A 75-foot minimum rock construction entrance must be added to the entrance that will be accessed during construction. 8. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with a detailed haul route and traffic control plan. 32 City Council Meeting — August 22, 2005 • 9. The developer shall also extend storm sewer from the existing storm sewer manhole within Minnewashta Parkway at the south end of the property. The upstream storm sewer structure shall have a catch basin cover and a three-foot sump. 10. The lateral sanitary sewer and watermain connections to the existing trunk utilities must be north of the proposed private drive. The developer shall extend 8-inch lateral sanitary sewer from the existing manhole (top elevation 951.23'). 11. A manhole must be installed wherever a bend is proposed in the sanitary sewer. Individual sanitary sewer services must be 6-inch diameter. 12. Six-inch lateral watermain shall be wet tapped from the existing trunk utility. 13. A gate valve must be installed immediately west of the wet tap. 14. A hydrant is required at the end of the proposed watermain for flushing purposes. 15. Additional drainage and utility easements may be required based on the revised utility plan. Easements shall be minimum 20-feet wide centered over each utility. 16. According to the City's Finance Department records, the parcel was previously assessed for one sanitary sewer and water hookup, therefore sanitary sewer and water hookup charges must be paid for two lots. The 2005 trunk hookup charge is $1,458.00 for sanitary sewer and $2,955.00 for water -main. 17. Public utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. 18. Detailed construction plans and specifications must be submitted at time of final plat. 19. The applicant is required to enter into a development contract with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements and the conditions of final plat approval. 20. Permits from the appropriate regulatory agencies will have to be obtained, including but not limited to the MPCA, Department of Health, MCES, and Watershed District. 21. The driveway easement must clearly stipulate that the owners of Lots 1-3, Block 1, Minnewashta Creek Hill shall own and maintain the private drive and the private storm sewer north of the private driveway. The private street must be built to a 7-ton design, 20-foot width. The developer will be required to submit inspection reports certifying this. 22. Water Resource Coordinator Conditions: a. The grading plan shall be revised to show silt fence down slope of all disturbed areas. Chanhassen's standard detail for silt fence (Plate 5300) shall be included in the plans. 33 City Council Meeting — A • t 22, 2005 • b. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Type of Slope Time (Maximum time an area can Steeper than 3:1 7 days remain open when the area 10:1 to 3:1 14 days is not actively being worked.) Flatter than 10:1 21 days These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. c. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as -needed d. The estimated total SWMP fee, due payable to the City at the time of final plat recording, is $5,355. e. The applicant shall apply for and obtain permits from the appropriate regulatory agencies as necessary (e.g., Minnesota Pollution Control Agency (NPDES Phase 11 Construction Site Permit), (for dewatering)) and comply with their conditions of approval. 23. Building Official Conditions: a. A final grading plan and soils report must be submitted to the Inspections Division before building permits will be issued. b. Demolition permits must be obtained prior to demolishing any structures on the site. c. Separate water and sewer services must be provided for each lot and must have a separate connection to the public sewer or to a manhole which is connected to the public sewer. d. Curb box valves cannot be located in driveways. e. Permits are required for retaining walls. Walls over four feet high must be designed by a professional engineer. f. The developer must submit a proposed name for the private drive. 24. Fire Marshal Conditions: a. The new proposed private street will need a street name. Submit name to Chanhassen Building Official and Chanhassen Fire Marshal for review and approval. b. No burning permits will be issued for trees to be removed. Trees and shrubs must either be removed from site or chipped. c. Temporary street signs shall be installed on street intersections when construction of a new roadway allows passage of vehicles. Pursuant to 2002 Minnesota Fire Code Section 501.4. 34 City Council Meeting — August 22, 2005 • d. A fire apparatus access road 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 Fire Code Section 503.2.3." 25. The applicant will work with staff to address the issues of safety of the private street accessing onto Minnewashta Parkway, drainage towards the lake, and providing appropriate parking and turn around areas. 26. The applicant will extend the private street in order to provide an adequate turn around on Lot 3. All voted in favor and the motion carried unanimously with a vote of 5 to 0. AWARD OF BID, LAKE SUSAN PARK PLAYGROUND. Todd Hoffman: Thank you Mayor Furlong, members of the City Council. This morning we opened bids for the Lake Susan Park playground equipment. It's the equipment portion only of the project. We had two qualified bidders. Flanagan Sales was the specified bidder and Midwest Playscapes was approved as an equal. The bid amount from Flanagan Sales was $64,951.58 and Midwest was higher at $69,979.02. Both bids were under the $77,500 budget allocated for equipment at this site, and it's recommended that the City Council award the Lake Susan Park playground bid to Flanagan Sales, Inc. of St. Paul, Minnesota in the amount of $64,951.58. Mayor Furlong: Thank you. Questions. Councilman Lundquist: Todd, as you've gone through the other playgrounds, we've done a great job of enlisting the neighborhoods in putting those up. Lake Ann doesn't really have a neighborhood per se. Do we have any plans to get a group out there or any Eagle Scout projects or something like that coming up or is it, is it your intention to put these up using city staff? Todd Hoffman: With city staff. Lake Susan, early on in the process we solicited input and wanted to see if the neighborhood to the south would be interested. We didn't have a lot of interest and so we decided that we would do the installation ourself. The playground, the existing playground at Lake Susan has been taken down. The concrete will be coming in in the next week and a half and then when this playground is ordered and delivered it will be delivered straight to the site and we'll have it up in probably about a week's time. Councilman Lundquist: Okay, thank you. Mayor Furlong: Overall with all the playgrounds being done, we just approved tonight on our consent agenda the refurbishing. Todd Hoffman: Carver Beach and Minnewashta. Mayor Furlong: I'm sorry, Carver Beach? 35 os-zs October 5, 2005 Mr. Robert Rick 4700 Otter Lake Road CITY �F White Bear Lake, MN 55110 CMSEN Dear Mr. Rick: T700 Market Boulevard PO Boa 147 This letter is to formally notify you that on August 22, 2005, the City Council Charrlrassen, MN 55317 adopted the following motion: Administration Phone: 952.22Z1100 The City Council approves the preliminary plat for Planning Case 05-25 for Fmr.952227.1110 Minnewashta Creek Hill for 3 lots and a variance to run a private street as shown Building Inspections on the plans received July 20, 2005, subject to the following conditions: Phone: 952.227.1180 Fax:952.227,1190 1. Environmental Resources Specialist Conditions: Engineering Phone:952227.1100 a. Tree preservation fencing shall be installed at the edge of grading Fax:952.227.1170 limits prior to any construction. Fencing shall be maintained until Finance constriction is completed. Phone:952.227.1140 b. Any preserved trees removed will be replaced at a rate of 2:1 diameter Fax: 952.227.1110 inches. Park & Recreation Phone: 952.227.1120 2. Park and Recreation Conditions: Fax: 952,227,1110 Recreation center a. In lieu of any land dedication, full park fees shall be collected at the 2310 Phone: Coulter Boulevard Phorre:952.227.1400 time of platting. With the one existing home, the total ark fee for P g• g P Fax:952.227.1404 Minnewashta Creek Hill will be $8,000. b. Additional -trail construction is not required as a part of this project; Planning 8 Natural Resources however during demolition and construction, the existing pedestrian g g Phone:952.227.1130 trail shall be protected and remain open. No construction equipment Fax:952227.1110 shall be parked on or use the trail as a staging area during Public works construction. In addition, all match points encountered on the trail for 1591 Park Road demolition and/or construction shall be professionally constructed. Phone: 952227.1300 Fmc952227.1310 3. Detailed grading, drainage, tree removal and erosion control plans must be Senior Center submitted with the building permit for each lot. Phone:952.227.1125 Fax:952.227.1110 4. The driveway grade must be adjusted so that runoff from the driveway will Web site sheet drain to the east. The grades east of the proposed private drive must www.ci.chanhassen.mn.us be adjusted to provide a drainage swale along the east side of the driveway to the proposed catch basin. 5. Any proposed retaining wall over four feet high requires a building permit and must be designed by a Professional Engineer registered in the State of Minnesota. {CANNED The City o1 Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A great place to live, work, and play. 'liMMMI =:�7 Planning Case No. 05-25 October 5, 2005 Page 2 6. Tree preservation fencing must be installed at the limits of tree removal. All disturbed areas, as a result of construction, shall be seeded and mulched or sodded immediately after grading to minimize erosion. 7. A 75-foot minimum rock construction entrance must be added to the entrance that will be accessed during construction. 8. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with a detailed haul route and traffic control plan. 9. The developer shall also extend storm sewer from the existing storm sewer manhole within Minnewashta Parkway at the south end of the property. The upstream storm sewer structure shall have a catch basin cover and a three-foot sump. 10. The lateral sanitary sewer and watermain connections to the existing trunk utilities must be north of the proposed private drive. The developer shall extend 8-inch lateral sanitary sewer from the existing manhole (top elevation 951.23'). 11. A manhole must be installed wherever a bend is proposed in the sanitary sewer. Individual sanitary sewer services must be 6-inch diameter. 12. Six-inch lateral watermain shall be wet tapped from the existing trunk utility. 13. A gate valve must be installed immediately west of the wet tap. 14. A hydrant is required at the end of the proposed watermain for flushing purposes. 15. Additional drainage and utility easements may be required based on the revised utility plan. Easements shall be minimum 20-feet wide centered over each utility. 16. According to the City's Finance Department records, the parcel was previously assessed for one sanitary sewer and water hookup, therefore sanitary sewer and water hookup charges must be paid for two lots. The 2005 trunk hookup charge is $1,458.00 for sanitary sewer and $2,955.00 for water -main. 17. Public utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. 18. Detailed construction plans and specifications must be submitted at time of final plat. 19. The applicant is required to enter into a development contract with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements and the conditions of final plat approval. 20. Permits from the appropriate regulatory agencies will have to be obtained, including but not limited to the MPCA, Department of Health, MCES, and Watershed District. Mr. Robert Rick Planning Case No. 05-25 October 5, 2005 Page 3 21. The driveway easement must clearly stipulate that the owners of Lots 1-3, Block 1, Minnewashta Creek Hill shall own and maintain the private drive and the private storm sewer north of the private driveway. The private street must be built to a 7-ton design, 20-foot width. The developer will be required to submit inspection reports certifying this. 22. Water Resource Coordinator Conditions: a. The grading plan shall be revised to show silt fence down slope of all disturbed areas. Chanhassen's standard detail for silt fence (Plate 5300) shall be included in the plans. b. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Type of Slone Time Steeper than 3:1 7 days 10:1 to 3:1 14 days Flatter than 10:1 21 days (Maximum time an area can remain open when the area is not actively being worked.) These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. c. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as -needed. d. The estimated total SWMP fee, due payable to the City at the time of final plat recording, is $5,355. e. The applicant shall apply for and obtain permits from the appropriate regulatory agencies as necessary (e.g., Minnesota Pollution Control Agency (NPDES Phase 11 Construction Site Permit), (for dewatering)) and comply with their conditions of approval. 23. Building Official Conditions: a. A final grading plan and soils report must be submitted to the Inspections Division before building permits will be issued. b. Demolition permits must be obtained prior to demolishing any structures on the site. c. Separate water and sewer services must be provided for each lot and must have a separate connection to the public sewer or to a manhole which is connected to the public sewer. d. Curb box valves cannot be located in driveways. e. Permits are required for retaining walls. Walls over four feet high must be designed by a professional engineer. f. The developer must submit a proposed name for the private drive. Mr. Robert Rick Planning Case No. 05-25 October 5, 2005 Page 4 24. Fire Marshal Conditions: a. The new proposed private street will need a street name. Submit name to Chanhassen Building Official and Chanhassen Fire Marshal for review and approval. b. No burning permits will be issued for trees to be removed. Trees and shrubs must either be removed from site or chipped. c. Temporary street signs shall be installed on street intersections when construction of a new roadway allows passage of vehicles. Pursuant to 2002 Minnesota Fire Code Section 501.4. d. A fire apparatus access road 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 Fire Code Section 503.2.3. " 25. The applicant will work with staff to address the issues of safety of the private street accessing onto Minnewashta Parkway, drainage towards the lake, and providing appropriate parking and turn around areas. 26. The applicant will extend the private street in order to provide an adequate turn around on Lot 3. You must submit final plat documents at least three weeks before the City Council meeting in which you wish to be heard for final plat approval. Enclosed is a checklist of items needed for final plat consideration. If you have any questions, please call me at (952) 227-1134 or e-mail me at sabaff @ci.chanhassen.mn.us Sincerely, Sharmeen Al-Jaff Senior Planner SAJ:km ec: Alyson Morris, Assistant City Engineer Steve Torell, Building Official c: Tim and Mary Colleran, 6560 Minnewashta Parkway gAplant2005 planning ea \05-25 mmnew hta creek hilrpreliminary plat letter of approval.doc V ITEMS REQUIRED FOR FINAL PLAT CONSIDERATION (6/9/04) The following items are required to be submitted a minimum of three (3) weeks prior to City Council meeting and payment of a $250.00 final plat review fee: 1. Submit three (3) sets of construction plans and specifications for staff review and redline. The construction plans and specifications shall be in accordance to the City s latest edition of Standard Specifications & Detail Plates. The plans shall include traffic signage and street light placement. Utility plans shall show both plan view and profiles of all utilities (sanitary sewer, water and storm sewer lines). Grading and drainage plans shall show dwelling type and elevations, wetlands and wetland buffer areas, stormwater pond NWLS and HWLS, catch basin, and storm manhole numbers. 2. Drainage calculations for water quantity and quality ponding with maps showing drainage areas for pre -and post -development conditions and contributing areas to catch basins. 3. Tree Preservation Easements (if applicable). 4. Trail Easements (if applicable). 5. landscape Plan and Cost Estimates (Woodland Management Plan, if applicable). 6. Engineer's Cost Estimate of Public Improvements: a. Sanitary sewer system. b. Water system. C. Storm sewer drainage system including cleaning and maintenance. d. Streets, sidewalk and trails. e. Erosion control. f. Site restoration (seeding, sodding, etc.). g. Site grading 7. Ten (10) sets (folded) of final plat, one (1) set of reductions (8rh" z 11"), a digital copy in Awg format (AutoCAD compatible), and a digital copy in .tif format. 8. Digital copy of the legal description of the property in a .doc or .pdf compatible format. 9. Lot tabulations 10. 1" = 200' scale paper or mylar reduction of the final plat with just street names and Lot and Block numbers. Failure to provide any of the above items by the required deadline will result in delaying consideration of final plat before the City Council. rNengV'a VhVlat wbm MiLdw MINNEWASHTA CREEK HILL KNOW ALL MEN BY THESE PRESENTS: That Brick Properties, LLC, a limited liability company, fee owner of the following described property situated in the County of Carver, State of Minnesota, to wit: Lot 1, Block 1, MINNEWASHTA CREEK FIRST ADDITION, Carver County, Minnesota. Has caused the same to be surveyed and platted as MINNEWASHTA CREEK HILL and does hereby donate and dedicate to the public for public use forever the easements for drainage and utility purposes as shown on the plat. In witness whereof said Brick Properties, LLC, a limited liability company, has caused these presents to be signed by its proper officer this ----- day of ----------------- 200---. BRICK PROPERTIES, LLC, a limited liability company ----------------------------- Robert L. Rick, Chief Manager CHANHASSAN, MINNESOTA This plat of MINNEWASHTA CREEK HILL was approved and accepted by the City Council of Chanhassan, Minnesota, at a regular meeting thereof, held this ----- day of --------, 200---, and is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. All monuments will be set as specified by the City Council and as stated on this plat, according to Minnesota Statue, 505.02, Subd. 1. CITY COUNCIL OF THE CITY OF CHANHASSAN, MINNESOTA STATE OF MINNESOTA By: --------------------------------------, Administrator COUNTY OF ------------ The foregoing instrument was acknowledged before me this ----- day of ----------------, 200---, by Robert L. Rick, Chief Manager of Brick Properties, LLC, a limited liability company, on behalf of the company. Notary Public ---------------- County, Minnesota My Commission Expires ------------------------ I hereby certify that I have surveyed and platted the property described on this plat as MINNEWASHTA CREEK HILL; that the plat is a correct representation of the survey; that all distances are correctly shown on the plat in feet and hundredths of a foot; that all monuments will be correctly placed in the ground as shown, in accordance to Minnesota Statutes, Section 505.02, Subd. 1; that the outside boundary lines are correctly designated on the plat and that there are no wet lands as defined in Minnesota Statutes Section 505.02, Subd. 1 or public highways to be designated other than as shown. Daniel L. Thurmes, Land Surveyor Minnesota License No. 25718 STATE OF MINNESOTA COUNTY OF ---------- The foregoing Surveyor's Certificate was acknowledged before me this Daniel L. Thurmes, Land Surveyor, Minnesota License No. 25718. Notary Public ---------- My Commission Expires CORNERSTONE LANE) SURVEYING, INC County, Minnesota day of , 200--- by COUNTY SURVEYOR, Carver County, Minnesota Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this --------------- 200---• Lfi John E. Freemyer, Carver County Surveyor COUNTY AUDITOR, Carver County, Minnesota day of I hereby certify that taxes payable in ---------- and prior years have been paid for land described on this plat. Dated this ----- day of _______________, 200---. 0 Mark Lundgren, County Auditor COUNTY RECORDER, Carver County, Minnesota I hereby certify that this plat of MINNEWASHTA CREEK HILL was filed this at o'clock _-_.M. as Document No. _------------ 02 Carl W. Hanson, Jr., County Recorder day of 200 --- , CITY OF CHANHASSEN RECEIVED OCT 3 1 2005 CHANHASSEN PLANNING DEPT SHEET 1 OF 2 SHEETS MINNEWASHTA CREEK HILL CORNERSTONE LAND SURVEYING, INC NORTH 0 30 60 %7== SCALE IN FEET DRAINAGE AND UTILITY EASEMENTS ARE SHOWN AS THUS: -----J I L---- 0 0 BEING 5 FEET IN WIDTH AND ADJOINING SIDE LOT LINES AND BEING 10 FEET IN WIDTH AND ADJOINING REAR LOT LINES AND RIGHT—OF—WAY LINES UNLESS OTHERWISE SHOWN_ O Denotes 112 inch iron pipe set marked RLS 25718 • Denotes found 112 inch iron monument The westerly line of Lot 1, Block 1, MINNEWASHTA CREEK FIRST ADDITION, is assumed to have a bearing of N14°56'00"E. SHEET 2 OF 2 SHEETS / i r ' i I I P` 1 i O it�t7NOIJG cn•I � / o �00 0. I . I / � t APi Byw DE?T;ICWC, ) .9 BY: 7Z3 DEFT: PJp Ex �s� � q 6'Y. pf L516 3a 3 4-A o�\ c c, r\ 1. r h,0 pJ �y �0� PJ t \yam ii oy JY O 30, � Po1bY 'e=5o.ao A 41 91,4. 0 4 s 0 op _ _ J' l \ Certificate of Survey for R Barthel Homes Is 30 60 90 GRAPHIC SCALE IN FEET 0 DENOTES IRON MONUMENT Lot 7, Block 1, Minnewashta Creek 2nd Addition, City of Chanhassen, Carver County, MN We hereby certify that this is a true and correct representation of a survey of the boundaries of the land des— cribed above and of the location of all buildings thereon, and all visi— ble encroachments, if 'any, from or on said land. As su re-ei by me this Zs day of BY ML-arnescta Registration Nu. 7439 MEYE:4-RCNLIN,;NC EW-WE"-LANO SLOVE7093 tm�h'f11311.dv1wb..rYw .i32F7 DRAWN BY BOOK- Gi�LLJG I,JLI PAGE REVISIONS DATE 7 SHEET I OF I FILE NO. 1 SHEETS �-' 5,-21-Y-7 65'10 -Toskwq c r,� m — — — — — — — — — — — — —1 —_------ ----/6 m 11 u� T M m M 1 's 114N TI 4t/ gib dce, R a ,� VV 0